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FROM
ALL OVER
THE UNITED
STATES
&amp; CANADA

&amp;111 'Ut.S X\fl'JCt'C,

si.·,,.,.,,,,
1

AUGUST 13-14

'l)a. I~ sea.llic.e.

MUST PARTICIPATE IN ALL EVENTS FOR FINAL JUDGING

ADULTS:$2.00 • CHILDREN:$1.00 • UNDER 5 FREE
S!'t,IISO~F1'
'1IND0N

/3Y

P,1A1-Jv1II

c,,,,M,re E

I RAFFLE FOR- INDIAN BLANKET I
No ALCOHOLIC BEVERAGES

STAN MORSEAU GREGORY, Ml 48137
312-498-3276
BETTY PAMP
LANSING, MI 48906
517-372-6177
RON MIX
P,O, BOX 394 WATERVLIET, Ml 49098

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...L.~~~

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AUGUST ttu t2

AT FUNCTION .JUNCTION CAMPC:IR_OUND,'., CORNER OF M-~

i M-fo&lt;o ,:f

MENOON,MIC.-Hl(:iAN

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IND1AN$ FR.OM AL.L- CNER. ,,HE. UNITE:D STATE'.S AND CANADA.

• $6CUR6 KSAL INDIAN~ • ~OIAN DANGING l(f m asre OHILD~:
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POW WOW COMMl1'f6£

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TRADERS PLEASE CONT ACT:
JUDY PAMP
LANSING, Ml 48906
CS I 7) 372-6 I 77

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                  <text>Photographs scanned from negatives and transparencies from the Douglas R. Gilbert papers (RHC-183).&#13;
&#13;
Douglas R. Gilbert (b. 1942) is an American photographer from Michigan. He was born in Holland, Michigan and is the son of Russell W. and Carmen (Andree) Gilbert. Gilbert earned a B.A. in social sciences and art at Michigan State University in 1964, an M.S. in photography from the Institute of Design at Illinois Institute of Technology in 1972, and a M.S.W. from Salem State College in 1993. He is married to Barbara (McDonald) Gilbert, and has three daughters, Robyn, Rachel, and Anne. Gilbert took a serious interest in photography at the age of fourteen. In 1963 he joined the staff of Look magazine in New York as the second youngest photojournalist in the magazine's history. As a Look photographer from 1964 to 1966, he photographed folk musician Bob Dylan, the Newport Folk Festival, Simon and Garfunkel, the New York City Financial District, the children and facilities at the Manhattan School for Seriously Disturbed Children. From 1967 to 1969, Gilbert did several shoots, including that of folk singer Janis Ian for Life magazine. After moving to Chicago, Illinois in 1969 to attend the Illinois Institute of Technology, Gilbert conducted notable photo shoots of business and political figure Lenore Romney, and pursued more personal and artistic photography, focusing on urban and rural landscapes in Illinois and Michigan. He then joined the faculty of Wheaton College, where he taught from 1972 to 1982. In 1993, Gilbert graduated from Salem State College, Massachusetts, with a Masters in Social Work, and later pursued a second career as a psychotherapist. Douglas Gilbert died in June 2023. &#13;
&#13;
Throughout his photography career, he pursued both freelance commercial work as well as artistic work. His art photography is characterized by its classic black-and-white format, and features people, places and objects shot great attention and sensitivity. Gilbert's works are held in the permanent collections of the Art Institute of Chicago, the High Museum of Art in Atlanta, The Norton Simon Museum in Pasadena, and the Grand Valley State University Art Galleries, as well as in numerous private and institutional collections.&#13;
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                  <text>&lt;a href="%E2%80%9Dhttps%3A//gvsu.lyrasistechnology.org/repositories/2/resources/783%E2%80%9D"&gt;Douglas R. Gilbert Papers (RHC-183)&lt;/a&gt;</text>
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&#13;
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d

February 21, 2008 - Gender Identity

TRANSCENDING
APPEARANCES
9:00- 10:30pm
168 Lake Ontario
A discussion of similarities and
differences between drag performance
and transsexual identity within the larger
transgender community. Drag
performer JJ Lindke/Sonia and Vanessa
will compare their experiences.
APP ROVED POS7:" '\lG c:cR
"CAMP US ~ _; =' -:-- ""',~ - . '. ~

FEB 2 Z 2008

@

GRANDVALLEY
STATE UNIVERSITY
LGBT RESOURCE

CENTER

fDBl
l100J

For individuals requiring special accommodations please
contact the LGBT center at lgbtcenter@gvsu.edu

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                    <text>Transfigured: Face-to-Face in Freedom
From the sermon series: Until We Take the Shape of Christ
Text: II Corinthians 3:17-18
Richard A. Rhem
Christ Community Church
Spring Lake, Michigan
Trinity Sunday, June 14, 1987
Transcription of the spoken sermon
Have you ever had an absolutely marvelous vacation in an idyllic spot, and come
back and tried to tell people about it and found them to smile and say, "Oh, that's
nice." Have you ever been to a retreat or to a seminar where you were just
energized and turned on and inspired and came home and tried to tell your
colleagues about it and have them say, "Oh, that's interesting." Have you ever
been in love hopelessly, wonderfully in love, and tried to put it into words, in
rational discourse that could be conveyed to someone, communicated to
someone? Of course you can't do that. And if you have had an experience like
that, then you can identify with the Early Church, with the Apostles. If Paul
sometimes seems scrambled in his New Testament writing, just remember he
was trying to express the inexpressible, and if the Early Church Fathers
formulated their doctrinal understanding in philosophical language that seems
rather arid and awkward and doesn't move you, then understand the problem
with which they were dealing. They were trying to say what cannot be said, to
make comprehensible that which is incomprehensible, to lay out the mystery that
transcends our human understanding.
On Trinity Sunday, I am not going to attempt to give you definitions of God. I'm
not going to attempt to give you some doctrinal dissertation on our
understanding of God, because to do that is an exercise in futility. But what I do
want to do is take you to the Second Letter of Paul to the Corinthians, where you
have the intertwining of God the Father, God the Son and God the Holy Spirit
without any attempt to formulate philosophically the relationship. We really are
better off with God if we stick to biblical expression.
In this chapter we have an interesting discussion of God Who is the Creator and
the Redeemer understood by us as our Parent, our Father. We have that God
Who has revealed Himself in the face of Jesus, Jesus, the Word made Flesh; and
we have the ministry of the Spirit of Christ, or the Spirit of the Lord, or the Spirit
of God, or the Holy Spirit. And Paul weaves all of these together without any kind
of systematic formulation.
© Grand Valley State University

	&#13;  

�Transfigured: Face-to-Face in Freedom

Richard A. Rhem

Page 2	&#13;  

It was inevitable for the Church to try to give some kind of systematic form to this
data, to try to articulate this experience, but that articulation always falls far short
of the reality of experience which is given witness to in the Scriptures.
Paul's apostleship being under attack, he says to them, "Look, I don't have to
authenticate myself. You are my authentication. You are a letter from Christ,
written not with ink on tablets of stone, but written rather by the Spirit of the
Living God." In the opening paragraph of the third chapter we have reference to a
letter of Christ written by the Spirit of the Living God, and so you have the action
of God the Father, God the Son and God the Holy Spirit, but in a way that is very
practical, in the way in which God has revealed Himself and made Himself known
and impacts our human experience. Paul looked at the congregation of folks like
you and he said to them, "You are really the authentication of my apostolic
ministry because, to the extent that your lives have been transformed, it is a
witness to a work of God wrought through Jesus Christ, by the Spirit. The
transformation of your lives, your move from darkness to light, your move from
brokenness and the darkness of superstition and fear and guilt to the joy and the
liberty of the Children of God is the indication that my ministry has been
authentic. I'm not sufficient for these things, and I haven't 'written' you, but
Christ has written you. You are a letter from Christ written by the Spirit of the
Living God."
That reminds him of that whole ministry which is his in the wake of Jesus' death,
resurrection, ascension and the gift of the Spirit, and he begins to contrast that
with the old Covenant, the time of Israel through the ministry of Moses. He goes
back to that old Exodus story where Moses, having been in the presence of God,
returns to the people and his face is aglow, and the people are afraid. And
interestingly, in Paul's use of that passage, Paul says that Moses put a veil over
his face so that the people would not see the glory fade. It was like the glow would
wash off eventually, and Moses, not wanting to have them see the departure of
the glory, veiled his face.
Paul uses that as an analogy, as an illustration of the contrast between the old
Covenant and the new, and he says the old Covenant, the religion of Israel, which
was preparatory, which was authentic and genuine, but which was not complete,
was a ministry whose glory faded. It was a ministry of the letter; it was a kind of
religion that was imposed from the outside. It involved Law. Law can point to life,
but cannot empower life. Law can show the way, but cannot motivate one to walk
the way. The old Covenant was a covenant of rules and rituals, of religious
observance. Paul says the new Covenant is a covenant of the Spirit. It is a
covenant of the Spirit Who creates freedom in the individual so that inwardly
there is a motivation to become all that God has created one to become. In
contrasting the old and the new – the ministry of Moses and the ministry of
Christ, the ministry of the Letter and the ministry of the Spirit – Paul presents to
us the tremendous promise of human transformation. Through the ministry of
the Eternal God Who has come to us in Jesus and dwells with us by His Holy

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Spirit, we, His people, are being transformed, and that transformation has as its
goal our conformity to Jesus.
We saw that in the previous message. We have been predestined to be conformed
to the image of Christ. That is God's goal for us. With all of the diversity, with all
of the multiplicity of our human experience, there is yet a commonality, which is
a reflection of Jesus Christ from the core of our being because we belong to him
and have been transformed by him. So, the thing that God is about, this Triune
God, the thing that He has been about from the beginning and will finally finish
in the end, is the shaping of His children to be the brothers and sisters of Jesus,
and that is being effected by the Spirit of God. In the marvelous 18th verse, he
says,
…because for us there is no veil over the face, we all reflect as in a mirror
the splendor of the Lord; (that is, Christ) thus we are transfigured into his
likeness from splendor to splendor. Such is the influence of the Lord Who
is Spirit.
We, gazing at Jesus, are changed into the likeness of Jesus. The calling of the
Christian is the contemplation and the reflection of Jesus Christ, the imbibing
and the reflecting of the reality of Jesus Christ. It is our calling as people to be
transfigured, face-to-face in the wonderful freedom that the Spirit creates. Not
with cramped, heavy, onerous religion, but with the life-giving Spirit.
Have you ever painted by number? If you have painted by number and enjoy it,
keep at it. It's great! It's a lot better than biting your fingernails. But, on occasion
I have seen a painting that was painted by number. I can paint by number. I'd
probably go out of the lines, because I'm not a person who easily lives within the
lines, and I probably would grow impatient and blue here and here. But, I could
paint by number. In fact, that's the only way I could paint, being color-blind and
without artistic skill. I would number the paints and I would read the number
and it would not take a great deal of creativity, a great deal of skill or artistry to
paint by number. It's not a bad pastime. But you never mistake a painting by
number with a painting of an artist.
The last time that I was in New York, I went to the Metropolitan Museum of Art
because there was a special display of French Impressionism, a private collection
that was about to be shipped off to England and probably would never be seen
publically again. Some Renoirs, some Monets, and others of that movement.
Now, that was a revolutionary movement in art, in painting. When you look
closely you see they put the paint on heavily, and they dabbed it on. It's a very
rough surface. And there is not a line that is straight. There's not a human form
that is carefully formed. There's not a tree that is like any tree I was ever taught to
make in elementary art! Nothing looks like anything in terms of an exact
facsimile. But, when you see the painting, it jumps off the canvas! There is a use
of light which causes, for example, the sun dancing on the ripples of a lake, to
seem as though they are shimmering and moving. The Impressionists really

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revolutionized painting. One of my favorite artists (not at all because he's Dutch)
is Vincent Van Gogh, who wasn't accepted at all in his day and died in terrible
poverty. One of his paintings was sold recently for millions of dollars! I hope God
is making it right for him in heaven. His figures are grotesque! If you really study
it closely and just focus on a figure, it's grotesque! But, stand away and you see
that somehow or other the freedom of the artist created a reality far beyond what
any photograph could reproduce!
What we are called to, through the God Who revealed Himself in Jesus Christ, in
the power of the Holy Spirit, is not to live our lives painting by number with the
scrupulosity that makes religion a heavy burden, that binds the human spirit and
makes it all an onerous duty. No, the God we celebrate on Trinity Sunday is the
God Who would set us free! Set us free to live as artists in this grand universe of
His in order that the full potential of our humanity could be exploded and we
could become all that He has intended us to be. He, the Divine Artist, Who has
created us in His image, is calling us to become like Jesus. So, Paul says not in a
crimped and cramped, heavy religion, but face to face with Jesus we are being
transformed by the working of His Spirit within us and we are beginning to take
on the shape and the measure of Jesus Christ in the fullness of our human
experience.
There is no way in the world that I can make that happen for you, or you can
make it happen for me. I said last week on Pentecost I'm always most acutely
aware at this time of the year of both the promise and the impossibility of
preaching. It is like trying to tell you about a vacation that you didn't experience
and that just turned me on; like trying to tell you about a retreat experience that
energized me and excited me that I can't possibly communicate; like trying to tell
you in rational discourse what it means to be dizzily in love. But, maybe as we
talk about it, as we sense that it is God's purpose for us to have us blossom forth
into beautiful human beings, maybe at least we'll be clearing the ground and
getting rid of that crotchety idea of religion – form and ritual and law and legality
and condemnation – and see that God loves us with an everlasting love, and He's
gone to the depths of the earth, to Hell itself, to set us free and let us be!
It's like healing. You cut your hand, put salve on it and say that that will heal it.
The salve won't heal it. Salve may cleanse it, may keep it soft, may get rid of the
bacteria. Salve may remove the impediment to healing, but healing is the body's
function; healing is a mystery. The ground can be cleared, but only the body can
heal itself, because there is a healing, recuperative power within the body, which
is there by the grace of God Who made us.
So with our human spirit. So with the transformation of our lives. Here and there
it happens. Now and again. It happens most often when we're looking for it, when
we're thirsting for it, when we're in the place where God has promised to meet us.
To be transformed into the likeness of Jesus comes about more readily if we're
gazing into his face. That is, if the portrait of Jesus painted for us by the great

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Impressionists, the Gospel writers, is always playing through our being; if we
sense the mastery with which he lived, the devotion, the commitment, the
communion, the compassion, the love, the grace, the beauty of who he was, and
with an openness and a prayer that his Spirit will be effecting that in us. It does
happen, from splendour to splendour, from degree to degree - people moving
toward the realization of God's purpose, which is conformity to Jesus Christ.
Michelangelo was commissioned by Pope Julius II, who was not the finest Pope
in Church history. He had a great ego and a desire to have the grandest tomb in
Rome. Michelangelo was commissioned to sculpt some huge, gigantic, heroic
figures that would be a part of his tomb. Michelangelo was his own person as well
as Julius, and they got into an argument. The tomb never happened, and some of
the figures that Michelangelo was working on can be seen in Florence, Italy in the
same place as his statue of David. The huge blocks of granite are still there, and
the figures are beginning to emerge. There's been enough chiseling and sculpting
so that you can see what the figure was going to be. They are heroic figures, and
you can see them as though they are trying to get out of the block! Get free from
the granite! Free to move! Free to be human! They are called "The Prisoners."
Many of us, much of our lives, are prisoners. There are stages in our lives when
we'd like to just kick it all over and find freedom. We'd like to divest ourselves of
every form of human control, every human bondage, every responsibility and
obligation and find freedom. The French Existentialist Jean Paul Sartre spoke
about that kind of freedom, and he was a nihilist. That means one ends up where
nothing means anything. That is a possible end of freedom, understood as
autonomy. Some of us give it a shot once in a while, but it never fulfills its
promise. But the freedom that the Spirit engenders is not a freedom just to do
whatever we want, but freedom to become what we were intended to be. Icons of
Jesus, that's the Greek word, icons of Jesus reflecting his beauty from the inside
out. That's really who we are - the beauty of Jesus, our Elder Brother, shining
through us. Transfixed, face to face in freedom.
Let us pray.
God, our Father, give us a taste for that high purpose for which you have made us
and to which you call us, through Jesus Christ our Lord. Amen.

© Grand Valley State University

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Transforming Love
From the series: Stories Jesus Told
Luke 7:18-50
Richard A. Rhem
Lakeshore Interfaith Community, Mother’s Trust
Ganges, Michigan
September 16, 2007
Let me begin by reminding you of what I am attempting in these three
presentations which I’ve titled “Stories Jesus Told.” The first last month focused
on the parable of the Prodigal Son which I suggested is not about the prodigality
of the son but the prodigal love of the father. Today an encounter and a story
about transforming love. My purpose in centering on these stories is to discover
the understanding of the nature of God they reflect – using the word God as the
symbol for the Sacred Mystery at the heart of reality –
Sacred Mystery, Ground of Being, Creative Source/Enlivening Presence, even, I
suppose, Creative Nothingness/Emptiness. The great religious traditions have
variously imaged the ultimate/the absolute. My Christian faith finds its most
profound understanding of the nature of God in the incarnation – the human
embodiment of God in Jesus.
The Word became flesh and dwelt among us. And the one in whose face we see a
clue to the mystery of God did not leave us a dogmatic text or a catechism; rather,
Jesus told stories – stories whose purpose was to reflect the nature of God as
Jesus understood the Divine nature and reality.
Today’s lesson, I suggest, reveals God as Transforming Love. Let me be clear: I
am selective in my use of Scripture. I take responsibility for that selection
because part of my religious journey as a Christian and a minister of the Gospel
has been a movement from seeing the Bible as my authority for truth, to seeing
truth as my authority as I meditate on the Bible. Stated differently, my authority
is truth rather than some authority being my truth.
Truth – Do I claim to possess it? No, not as ultimate, absolute truth – It is truth
as I understand it, as it resonates with me, with my best wisdom and insight. This
is not to deny that there is Absolute Truth; it is simply to recognize no human
possesses it. There will always only be a relative grasp of that Absolute.
With that acknowledgement let me set the context for the story we consider
today. In Luke 7 we have Jesus carrying on his healing ministry and he is being
acclaimed by the people. Then in 7:18 John the Baptist appears in the narrative.
John had led a popular religious renewal movement and is called the Baptist for
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he called people to be baptized as a sign of repentance and renewal before what
he believed would be the in-breaking of the Kingdom of God.
John was apocalyptic. He expected the end of the age. He was looking for God to
send a messenger (Messiah – anointed one) who could usher in the end time
when God would vindicate the righteous and pour out God’s wrath on the wicked.
John was expecting, in the parlance of the Hebrew prophet, “that great and
terrible day of the Lord.” And John couldn’t wait. It seems he had hoped Jesus
was that one who was to come. But now, in prison because he had the temerity to
condemn the court scandal of King Herod, he hears of the ministry of Jesus –
Good news of the in-breaking of God’s Kingdom all right, but good news
and grace to all and healing – a ministry of inclusion for all people.
And John is confused and disappointed – hoping for fire and judgment, John
hears of grace and healing. And so he sends his disciple to Jesus with the burning
question for John:
Are you the one who is to come or do we look for another?
Oh, can’t you feel the urgency, the pathos of that question for John! His whole life
project is at stake. Had he got the wrong person? Had he misunderstood the
times in which he lived? Was he wrong about God’s program?
The disciples of John come to Jesus and they pose the question.
In a positive and gracious way Jesus responds. He doesn’t answer the question as
such. He simply says, “Go tell John what you have seen and heard: the blind
receive their sight, the lame walk, the lepers are cleansed, the deaf hear, the dead
are raised, the poor have good news brought to them, and blessed is anyone who
takes no offence at me.” The citations of the dimension of Jesus’ ministry are
taken from the Hebrew prophets but those who spoke of healing, not apocalypse.
When John’s disciples left, Jesus spoke to the crowd about John. He affirmed
him as a great prophet. Jesus himself had begun as part of the movement of John
the Baptist but at some point he left and went on his own and he fashioned quite
a different ministry. But nonetheless, he honored John as a great prophet.
Then in a parenthesis Luke tells us that the very religious authorities, the Temple
establishment, that were offended at Jesus and grumbled about his inclusion of
all and his refusing to follow the purity codes that determine who was in and who
was out, had also rejected John’s ministry.
That brings us to the occasion for the story we examine today.
The Occasion:

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A religious leader – a Pharisee named Simon – wanted to know Jesus firsthand
so he could judge for himself whether this one causing such a stir was a genuine
religious teacher, a prophet as claimed, or just another messianic pretender of
which there were plenty – another charismatic religious figure who would flame
up and soon burn out. And so he invited Jesus to a dinner party. We need not
attribute sinister motives to Simon. Let’s assume it was an honest effort to judge
Jesus for himself.
And there it happened.
Unlike our dinner parties in the privacy of our homes, the Middle Eastern home
had an open courtyard where folks could wander in and then it wasn’t that
unusual for some even to sit along the wall of the inner home and listen to the
conversation. On this occasion a woman of the street or lady of the night entered.
Seeing Jesus whom she must have seen before – a time when somehow he gave
her dignity and humanity – she lost it – emotion burst forth. She intended to give
him a sign of love and respect for she brought a flask of ointment. What she did
instead was the bursting forth of emotion – tears falling on his feet – letting
down her hair never done in public by respectable women but an action she had
mastered. She wipes his feet with her hair and anointed them with the ointment.
Such a display of love and emotion was precisely what never happened at the
house of a Pharisee.
It was all quite embarrassing and disconcerting for Simon, the host, but at least
he accomplished the purpose of the dinner engagement – he knew now that Jesus
was indeed no prophet, for a prophet would have known what sort of woman this
was fondling his feet – a sinner with whom the righteous would have nothing to
do.
And it was just at that point that Jesus spoke saying he was indeed a prophet able
to read the musing of the other’s mind – and this brings us to the story.
The Story:
And Jesus answered and said to him, “Simon, I have something to say to
you.”
And he said, “Teacher, say it.”
“There was a certain creditor who had two debtors. One owed five hundred
denarii, and the other fifty. And when they had nothing with which to
repay, he freely forgave them both. Tell me, therefore, which of them will
love him more?”
Simon answered and said, “I suppose the one whom he forgave more.”
And He said to him, “You have rightly judged.”

© Grand Valley State University

�Transforming Love

Richard A. Rhem

Page 4	&#13;  

Then He turned to the woman and said to Simon, “Do you see this
woman? I entered your house; you gave me no water for my feet, but she
has washed my feet with her tears and wiped them with the hair of her
head. You gave me no kiss, but this woman has not ceased to kiss my feet
since the time I came in. You did not anoint my head with oil, but this
woman has anointed my feet with fragrant oil.
Therefore I say to you, her sins, which are many, are forgiven, for she
loved much. But to whom little is forgiven, the same loves little.”
And He said to her, “Your sins are forgiven.”
And those who sat at the table with Him began to say to themselves, “Who
is this who even forgives sins?”
Then He said to the woman, “Your faith has saved you. Go in peace.”
(Luke 7:40f
The Teaching:
I like the King James version in this instance because I want to use the
characterization of the two debtors – both having “nothing to pay” – and turn it
around from the human obligation before God to the requirement of God – which
is “nothing to pay.”
In the context and story what we have is the contrast between:
1. Jesus/John – A Kingdom of Grace/ A Kingdom of Judgment:
John’s threat and appeal, but Jesus’ reflecting a gracious God who says
you have nothing to pay;
2. The religious institution with its delineation of who is in and who is
out, its exclusionary justice dividing the righteous and the
unrighteous–
and –
Jesus whose attitude, spirit and behavior was open to all conveying
grace to all who, self-aware, knew they needed forgiveness and
acceptance and allowed themselves to be embraced by grace.
Aware of need, receiving forgiveness and acceptance, the response is
transformation and the image of God in the story is of a God whose love
transforms.
Love changes a person –
Law may control;
Fear can cripple;
Power coerce;

© Grand Valley State University

�Transforming Love

Richard A. Rhem

Page 5	&#13;  

but Love transforms.
Application:
If, as I believe, the Christian tradition sees Jesus as the human mirror of the
nature of God then that mirror reflects a God who says you have nothing to pay –
all your religious duties, obligations and demands are baggage placed on the
single truth that you are loved for no other reason than that it is my nature to love
and, when you get it, you will be transformed and love in response.
Overwhelmed by grace
the dam of emotion breaks
and love pours out
in light of such love
that transforms,
that changes and frees.
Finally let me come back to the issue I raised in the first presentation. This, I
believe, is a faithful rendering of the nature of God as imaged in the stories Jesus
told and indeed in his whole behavior to the end.
But is this also the nature of reality? If God is the Ground of Being, the Eternal
Creative Source of All, is Love at the center? Does the God Jesus mirrors match
the Creative Source of Cosmic Reality?
Let me suggest that the cosmic drama of 13.7 billion years has eventuated in the
likes of us – self-conscious beings able to ask such a question and if we can
wonder about such a question are we not also the very means by which the
cosmic process, the human story, can be shaped? Has not the cosmic drama come
into our hands? Do we not face a choice as to what future will emerge?
Look at our world – in the grip of imperial designs as we seek dominance
globally, accomplished by military might and intimidation.
We may have enough power at present to keep the lid on, enforce our will, put
down all resistance but seething beneath the surface is violence and anger that at
any time can explode and bring apocalypse.
Maybe Jesus was just a dreamer, a visionary, impractical when it comes to the
affairs of nations. But look at the chaos we have created. What if one should arise
to lead who would give love a chance – because only love transforms. It works
one to one, why not people to people? Could we be on the way to a future shaped
by love and grace that alone can transform the human family and create a global
community of justice and peace?

© Grand Valley State University

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                    <text>Thursday Nov. 20th
Candlelight vigil @ 9pm
around clocktower

Panel of Speakers @ 9: 1 Spm
in Kirkhof Center 0072

- - - ,·---

- - --· 1'

·---- '

TRANSGENDER

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On G.-- oing
-,
LGBT Conference:

L B &amp; Gender/Sexuality

Transgender:
Myths, Stereotypes, and Realities

For more information, please visit www.gvsu.edu/lgbtrc
If you need special accomodations, please call 616.331.2530
Co-sponsored by: Division of Inclusion &amp; Equity,
Human Resources, Women's Center, Women &amp; Gender Studies

Novettiber 11, 2009
4:00-6:00 PM
Pere Marquette Rootti
Kirkhof Center
Allendale Cattipus

�</text>
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                    <text>COMPREHENSIVE
PLANNING
PROGRAM
KALAMAZOO METROPOLITAN COUNTY
PLANNING COMMISSION

PLAN ELEMENTS • 1970 • 1990

(l
TRANSPORTATION

SCHELLIE
A

ASSOCIATES, INC.

DIVISION

OF

CLYDE

INDIANAPOLIS, INDIANA

E. WILLIAMS &amp; ASSOCIATES, INC .

�TITLE:

TRANSPORTATION PLAN, KALAMAZOO COUNTY, MICHIGAN

AUTHOR:

SCHELLIE ASSOCIATES, INC., A DIVISION OF CLYDE
E. WILLIAMS &amp; ASSOCIATES, INC.

SUBJECT:

TRANSPORTATION FACILITIES IN KALAMAZOO COUNTY
ANALYSIS OF THE HIGHWAY SYSTEM NEEDS
DEVELOPMENT OF THE FINAL PLAN
METHODS OF IMPLEMENTATION

DATE:

MAY, 1970

PLANNING AGENCY:

KALAMAZOO METROPOLITAN COUNTY PLANNING COMMISSION

SOURCE OF COPIES:

KALAMAZOO METROPOLITAN COUNTY PLANNING COMMISSION

HUD PROJECT NO.:

MICH. P-124

SERIES NUMBER:

3 of 3

NUMBER OF PAGES:

69

ABSTRACT:

This report studies the existing transportation
network in Kalamazoo County.
Information for the
study was obtained from the inventory taken hy
the 1966 Origin and Destination Study for the
Kalamazoo Area Transportation Study.
A major feature of the Plan is to provide a connecting link between roads around Kalamazoo to
the Portage Area. A complete intra-county system
is proposed which provides access to all portions
of the County. The system is spaced so that no
portion of the County is less than two miles from
a major street or county road.
The Plan further goes into a study of the costs
of the system as proposed and means to finance the
proposed improvements.
The report then discusses the future modes of
transportation in the County and sets forth its
findings in regard to the same.

�THE
TRANSPORTATION PLAN
OF
KALAMAZOO COUNTY, MICHIGAN

May, 1970

Prepared For:
The Kalamazoo Metropolitan County Planning Commission

Prepared By:
Schellie Associates, Inc.
A Division of
Clyde E. Williams &amp; Associates, Inc.
Indianapolis, Indiana

With the Participation of:
The Kalamazoo Metropolitan County Planning Department

The preparation of this plan was financially
aided through a Federal Grant from the Department of Housing and Urban Development,
under the Urhan Planning Assistance Program,
authorized by Section 701 of the Housing Act
of 1954, as amended.

�FOREWORD
The preparation of the Comprehensive Plan for Kalamazoo County was
undertaken in two phases.

The first phase, completed in 1966,

produced a series of Planning Studies Reports concerned with inventory,
analysis and projections of existing conditions in the County to serve
as a foundation for the plan for the future.
upon in the first phase were:

The subjects reported

Population, Economics, Community Facili-

ties, Existing Land Use, Physical Resources and Organization for
Planning.
The second phase of the planning program is concerned with the prepar-

•
•
•
•
•
•
•
•
•

ation of the Comprehensive Plan and plan implementation.

It is being

presented as a series of reports dealing with each of the basic elements
of the Comprehensive Plan - Land Use, Community Facilities and Transportation - plus a report on Plan Implementation and finally, a Comprehensive Plan Report summarizing the entire outline planning program.
Because of the many interrelationships between the three basic plan
elements, they were prepared concurrently.

This report on the Trans-

portation Plan is the third of the plan elements to be completed in
this series.

The Land Use Plan and County Facilities Plan reports have

been submitted .

MAY,

1970

�TABLE OF CONTENTS
Page Number

Subject
INTRODUCTION

1

GOALS OF THE KALAMAZOO TRANSPORTATION SYSTEM . .
Purpose . . . . . . . . . . • .
Factors Affecting These Goals .
Traffic Engineering's Role . •
Goals and Objectives • • . . .

. 1
1
• 2

•

TRANSPORTATION FACILITIES IN KALAMAZOO COUNTY
GENERAL . . . . . .
AIR TRANSPORTATION.
RAILROAD TRANSPORTATION.
HIGHWAY TERMINAL FACILITIES.
Introduction
Bus Service . . . . .
Motor Freight Service

•

.

•

.

.
•
•

•
•
.

.
.
.
.

.
.

•
.
•

•
.

.
.
.

.
.
.

2
2
5

•
•
.

•
•
•

.
•
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.

•

.

.

•
•
.

•
•

.
.

5
5
7
7

.
.
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.
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.
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.
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.

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.

.

.
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.

7
8
8

INVENTORY OF THE PHYSICAL CHARACTERISTICS OF THE
EXISTING HIGHWAY SYSTEM
ANALYSIS OE' THE HIGHWAY SYSTEM NEEDS

9
9

RIGHT-OF-WAY. . . . . . . . . .
. . .
. 9
EXISTING PAVEMENT WIDTH . . . .
. . . . . . . . . . . 10
TRAFFIC VOLUME. . . . .
• .
. .10
SYSTEM CAPACITIES . . . .
. . . . . . . .
. . 11
SYSTEM CAPACITIES ANALYSIS. . .
. . .
.16
ALIGNMENT . . . . . . . . . . . . . . . . . • . . . . . . . 16
RAILROAD CROSSING PROTECTION. . . . . . . . . . . . .
.16
LOCATIONS OF TRAFFIC CONGESTION.
. . . . . . . . . . . 20
PROJECTED LAND USE PATTERNS. .
. . . . . . .
.23
COMMUTING PATTERNS OF INDUSTRIAL EMPLOYEES. . .
. . . . 23
DEVELOPMENT OF THE FINAL PLAN

24

INTRODUCTION. . . . . . . .
. . . . . . . . . . . . 24
DETERMINATION OF CLASSIFICATION.
• • 24
Arterials . . . . .
. . • .
. . 26
Statewide Arterials.
. . .
.?.6
Regional Arterials . . . . . . . . . . . . . . . . . . . . . 26
Local Arterials . . . . . . . . . . .
. . 28
Collectors . . . ..
. . . . .
. .28
Principal Collectors . .
• • • • • • • • • • • ~ 2R
Secondary Collectors• •
• • • • • • • 28
CLASSIFIED MILEAGE. . . . . .
. . • . • . • . . . . • . 29
STANDARDS FOR DEVELOPMENT
• • •
• • •
• 29
ALTERNATIVE TRANSPORTATION PLANS. • • •
•35

-

i

-

�TABLE OF CONTENTS CONTINUED
Page Number

Subject

. . . .
. . .
. . 35
Alternative No. 1 . . . . . .
•
•
•
•
•
•
•
•
•
•
•
•
•
• . 37
Alternative No. 2 • • • • • •
•
•
•
•
•
•
• • 37
Alternative No. 3 • •
.
.
.
.
•
. 39
Alternative No. 4 • •
• •••
. . . . . 41
PLANS OF OTHER GOVERNMENTAL AGENCIES . .
. . . . . 41
DESCRIPTION OF THE FINAL TRANSPORTATION PLAN.
.
. . . . 41
Urban . . . . . . . .
.
.
.
.
.
. 43
Rural . . . . . . . . .
•
•
•
•
• 44
Cost Estimates . . . . .
.
.
.
.
.
.
. 54
STAGING OF THE PROPOSED PLAN.
FINANCIAL PROGRAMMING OF THE TRANSPORTATION PROJECTS . . • . 59

METHODS OF IMPLEMENTATION

59

• • 60
ANTICIPATED REVENUES . .
.60
Property Tax. . . . .
. ..
• . 60
Income Tax. . . . . . .
. ...
Past Trends in General Fund Revenue.
.60
Bonding Situation for the City of Kalamazoo . . .
.61
Projected State Income Tax Revenue on a Per-Capita
Basis for the Years 1975 and 1990 . . . . . . . . . . . . 62
Estimated Revenue Obtained from the State Sales
Tax for the Years 1975 and 1990 . . . . . . . . . . . . . 62
Estimated County Operating Levy that Could be Collected
for the Years 1975 and 1990 . . . . . . . . . . . . . • ,63
Estimated Revenue Obtained from a 1% County Income
Tax for theYears 1975 and 1990 . . . . . . . . . .
• •63

- ii -

�MAPS
Map

II
II

Page No.

1

EXISTING TERMINAL FACILITIES .

2

1966 TRAFFIC VOLUMES . . . .

3

1966 TRAFFIC VOLUMES

4

TRAFFIC DEFICIENCIES

.

• 17

5

TRAFFIC DEFICIENCIES (INSET)

.

. 18

6

LOCATIONS OF BAD ALIGNMENT .

7

MAJOR TRAFFIC GENERATORS

8

WORKING TRIPS . .

•

9

APPROVED FEDERAL AID SYSTEM . . . . .

• • 27

10

1990 ALTERNATE TRANSPORTATION PLAN NO. l

11

1990 ALTERNATE TRANSPORTATION PLAN NO. 2 . . . . 36

12

1990 ALTERNATE TRANSPORTATION PLAN NO. 3

38

13

1990 ALTERNATE TRANSPORTATION PLAN NO. 4

. . 40

14

1990 INTERIM VEHICULAR CIRCULATION CONCEPT.

6

.

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(INSET)

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• 13

. 19
22

.

• 25

• 34

46

�l

1
TABLES
Page No.

Table

.

14

1

STREETS OPERATING AT A CRITICAL V/C RATIO.

.

2

EXPOSURE FACTORS FOR MAJOR R.R. INTERSECTIONS . . . 21

3

PROPOSED SECTIONS FOR CONSTRUCTION.

. 47

4

CONSTRUCTION COSTS .

. 51

5

RIGHT-OF-WAY COSTS

.

6

COST ESTIMATES FOR PROPOSED SECTIONS

. . . 52

7

TENTATIVE CONSTRUCTION SCHEDULE FOR PROPOSED
1990 TRANSPORTATION SYSTEM.
. . . 56

8

REVENUES - 1964

9

REVENUES - 19 65

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10

REVENUES - 1966

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REVENUES - 1967

12

REVENUES - 1968

13

CITY OF KALAMAZOO GENERAL FUND REVENUE .

.

. 51

64

. . . . . . . .
. . . . . . . . . .

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67

68
• 69

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�FIGURES
Figure
Number

Page No.
STATEWIDE ARTERIAL (URBAN) . .

2

REGIONAL ARTERIAL (URBAN)

3

LOCAL ARTERIAL AND PRINCIPAL COLLECTORS
(ORB.AN)

4
5

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. . . . . .

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7

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STATEWIDE AND REGIONAL ARTERIAL (RURAL) .
LOCAL ARTERIAL (RURAL) . . . . . . . . . . . .
PRINCIPAL AND SECONDARY COLLECTORS (RURAL) . .
SECONDARY COLLECTORS (URBAN) .

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30
30

31
31
32
32

33

�INTRODUCTION

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The automobile has brought about what has been termed individual, or
personal transportation. This type of transportation has not been
without problems, especially in cities. The most significant pro·blems resulting from the automobile are traffic congestion and lack
of parking facilities.
Cities have been attempting to meet t_~e demands of the automobile through the construction and reconstruction
of their streets and highways. Unfortunately they have not been able
to keep up with the ever-increasing volume of traffic.
The congestion in the central business districts of cities has led
to further dispersion of business and industry to the peripheral
areas of the cities. This dispersion has resulted in compounding
of the traffic problems by creating movements not only to the central
business area but through the area to the opposite peripheral area.
The motor vehicle is here to stay, at least during the foreseeable
future.
Recent developments in larger cities are tending toward a
return to mass transit.
However, this will have little or no effect
upon the medium or small size cities.
In order to more effectively deal with both present and future transportation problems, the Michigan State Highway Department is in the
process of preparing transportation studies for the greater Kalamazoo
Area.
In addition to the report presented here, a study is being performed by the M.S.H.D. with the assistance of Alan M. Vorhees and
Associates. It should be noted that these are only interim reports
and a more comprehensive report will be completed at a later date by
the Michigan State Highway Department and the Kalamazoo County Planning Department.
GOALS OF THE KALAMAZOO TRANSPORTATION SYSTEM
Purpose
A transportation system may shape the growth of a community or the
growth of a community may shape a transportation system. The ideal
lies somewhere in between. Thus, the purpose of transportation planning is twofold. _Kirstly. it attempts to supply present and future
transportation- neees-of commnoitJ:ec.
also sets for
c.oncrete proposals for future transportation development which will tend to effect
desirable community development and discourage development of the uninspired, haphazard or inadequate kind.
The General Goal of the Transportation Plan for the Kalamazoo County area is to form a network of
...t!}Qroughfares and re.lated transportation systems, which will expedite
the movement of people and goods in a manner most conducive to the de'\le--1-0pmeRt of :the... economic and. social progress -0f the area. •

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�Factors Affecting Goals
Two of the major factors affecting the establishment of transportation
goals for the area are the land use pattern and the economic and social
life of the County. For the system to achieve maximum effectiveness,
consideration must be given to these factors in respect to their influence on desired traffic origins and destinations. Travel must thsn be
accomplished safely and efficiently along routes which cause minimum
interference with these adjacent land uses. Residential areas should
be served by collector routes which connect them with facilities designed for higher speeds enabling persons to reach those portions of
the city devoted to industrial, commercial and recreational purposes
within acceptable time periods. When these travel times become excessive, the use of the commercial and recreational services of the
area is discouraged. This is prevalent in larger cities which have
not kept pace with the growth of the area by continually updating the
street network.
Traffic Engineering's Role
In meeting the transportation needs of an area, the traffic engineer
is concerned not only with new construction, but with improvements to
the existing transportation system through operational measures as
well. While additional lanes at signalized intersections increase the
capacity of that street, :iJllp.rove.ments in s i g n a l i ~ , such as tr~ffic
sampling master controllers, which regulate a signal system, will speed
traffic flow throughout an entire area. Channelization, separating
conflicts between vehicle and vehicle; vehicle and pedestrian; and
vehicle and train tend to promote movement, convenience and safety in
traffic operations. A signing program which informs the motorist or
warns him of any changes in driving conditions is the kind of program
which the traffic engineer seeks to ensure.
In addition, rigid enforcement programs are encouraged, since no operational program can be
effective without such measures.
Goals
It is foreseen that in the Kalamazoo area the need for the movement of
people and goods will continue to increase at accelerated rates. Accordingly, local authorities must strive to the greatest possible extent to keep pace with this need in providing transportation facilities.
It was with this concept in mind that the following goals and objectives
were formulated for the Kalamazoo County Transportation Network.

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THE ATTAINMENT OF ADEQUATE TRANSPORTATION FACILITIES
FOR THE EFFECIENT MOVEMENT OF PEOPLE AND GOODS . THROUGHOUT THE COUNTY, AS WELL AS IN AND OUT OF THE COUNTY.
THE MAXIMUM COMPATIBILITY BETWEEN THE SYSTEM OF TRANSPORTATION AND TRANSPORTATIOU INSTALLATIONS WITH THE
LOCAL DEVELOPMENT PATTERNS.
THE ATTAINMENT OF AN ARRANGEMENT OF STREETS AND HIGHWAYS
ACCORDING TO FUNCTIONAL NEEDS, WHICH WILL PROVIDE
EFFICIENT CIRCULATION WITH MAXIMUM SAFETY.

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DEVELOPMENT OF A TRANSPORTATION SYSTEM ACCORDING TO THE
BEST POSSIBLE ENGINEERING PRINCIPLES; ASSURING EFFECTIVENESS, SAFETY, EFFICIENCY, AND ECONOMY.
THE REALIZATION OF A TRANSPORTATION SYSTEM CLOSELY
COORDINATED WITH THE LAND DEVELOPMENT PLAN.
Policies
The attainment of the foregoing goals will be largely dependent
upon the proper decisions being made from time-to-time by the
agencies and authorities charged with the responsibility of
/
implementing the Transportation Plan. To assist in that regard it
is recommended that the following policies be considered as a guide
in making those decisions:
(1)

The primary elements of urban highway systems should
encircle, rather than penetrate the CBD of the cities.

(2)

The highway and street network must provide direct access
to all major traffic generators.

(3)

All routes should respect and maintain as closely as
possible the established social, political and economic
characteristics of the existing land-use areas and those
anticipated for future development.

(4)

The design of all local service street and road improvements should give recognition to federal requirements and
be consistent with the Transportation Plan. All street
and highway improvements should conform to a uniform
code of design and traffic control standards.

Specific Objectives
Certain objectives are recommended for Kalamazoo County which will
serve to fulfill the goals or policies previously stated. These are
discussed in greater detail throughout the report but may be generally
stated as follows:
(1)

The completion of the Kalamazoo Area Transportation Study.

(2)

That all new highways conform with the Transportation Plan
until KATS* is completed •

(3)

Agencies should proceed to program and budget improvements
proposed in the Transportation Plan, as needed to
alleviate traffic congestion and to keep pace with land
development throughout the county .

* Kalamazoo Area Transportation Study •

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�(4)

Initiate a uniform system of highway design and traffic
control standards and procedures to apply to future
public road system in the County.

(5)

Acquire right-of-way or otherwise prevent encorachment
upon projected highway routes.

(6)

Take full advantage of construction program objectives
in making highway improvements.

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TRANSPORTATION FACILITIES IN KALAMAZOO COUNTY
GENERAL
The first step in the development of the overall transportation system
for Kalamazoo County is to analyze and evaluate the existing system.
Analysis includes the physical characteristics as well as the overall
operational performance of the system. The existing street system
must be evaluated as to the degree of service it provides.
In order to establish a basis for future planning, the transportation
objectives of the county must be delineated. The trend toward the
use of individual transportation requires local governmental agencies
to be concerned with street and road planning. It is also important
to consider the nature and extent of various other transportation
systems, not only because of their physical relationship, but also
because of their effect upon the economy of the community.
There are two well-defined population centers-- the City of Kalamazoo
and the City of Portage. Neither city has a large enough population
to support mass transportation; however, both cities are of sufficient
size to support local transit services.
The movement of freight within and to and from the county is accomplished by extensive rail operations and by several motor freight lines .
Industrial development has been intensive and is found in a belt extending from the north side of Kalamazoo to the northeast portion of
Portage. The industrial areas are responsible for the well-developed
rail network and are generally responsible for the vehicle congestion •
For the purpose of describing the transportation systems serving the
county, they are grouped under three headings--air, highway and rail.
The systems are shown on Map 1 and are described below .
AIR TRANSPORTATION
Travel by air is the fastest means of transportation available. The
volume of passengers carried by air has steadily increased each year
and air freight has greatly increased in tonnage in the last few years .
Kalamazoo County' is served by two major airports--Kalamazoo Municipal
Airport and the W. K. Kellogg Regional Airport. Additional service is
provided by the Austin Lake Airport .
The Kalamazoo Municipal Airport is located at the southern edge of the
City of Kalamazoo and is four miles from the central business area .

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�MAP 1

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KALAMAZOO COUNTY, MICHIGAN

--

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LEGEND
$ U Hi

EXISTING STREET NETWORK

N UWOU

IN TIUfATI 1040 IYlTUA
- - MAJOI tQll.OS

........ ltCOHOAl'f' 10,,lr,Dl

EXISTING TERMINAL FACILITIES

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1969

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�The existing runways are not of sufficient length to accommodate the
large commercial jet aircraft. Plans for lengthening the runways
have been made and currently are awaiting Federal funding. Approximately 26 commercial flights per day use the airport with connection
to Chicago, Detroit, South Bend and Grand Rapids.
The W. K. Kellogg Regional Airport is located approximately 22 miles
east of Kalamazoo at the west edge of Battle Creek.
Due to the physical limitations of both fields a non-profit corporation (South West Air, Inc.) obtained funds to retain an airport consultant to study the airport needs of Calhoun and Kalamazoo Counties.
The study, which was presented in late July, 1969, indicated that a
new airport should be built. Of the four sites which were investigated,
the best site is located about two miles south of I-94 and the Galesburg exit (referred to as Site 2 in the report). The reasons for
selecting this site were:
(1)

It is approximately equidistant from the City of Battle
Creek in Calhoun _C ounty and the City of Kalamazoo.

(2)

The total construction cost was less than other sites.

(3)

The location would be served by I-94.

The Austin Lake Airport, classed as a gefieral aviation field, is located in the south-central portion of the county . Approximately forty
aircraft are tied down ar this field with fifty movements per week.

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RAILROAD TRANSPORTATION
The Kalamazoo area is served by two railroads -- the Grand Trunk
Western and the Penn Central. Only freight service is provided by the
former via a spur which connects to the main line at Pavilion. Both
freight and passenger service are available on the Penn Central Railroad which runs from Chicago to Boston and New York by way of Detroit,
Buffalo and Albany. There are four trains west-bound daily, three
east-bound daily and two east-bound as far as Detroit on Saturday.
Virtually all of the major industrial areas in and bordering Kalamazoo
are served by track sidings and spurs off the main line.

HIGHWAY TERMINAL FACILITIES
Introduction
The major aspect of highway transportation will be considered later
in this report.
Only highway terminal facilities and other general
information will be presented here. This information generally falls
into the categories of bus and truck routes, terminal facilities and
commuting.
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�Bus Service
Intra-county public bus service is provided by Kalamazoo Metro Transit
Company serving the cities of Kalamazoo and Portage.
Regional service
is provided by Indiana Motor Bus Lines and Greyhound Lines.
Local bus service is good. Metro Transit has six routes which operate
from 6:00 A.M. until 7:00 P.M. with extended service on Wednesday
evenings to 9:30 P.M.
Inspection of the bus routes shows that the areas with dense population
are being served.
The regional bus lines serve Kalamazoo, Augusta, Galesburg, Comstock
and Schoolcraft. The lines provide service to the major cities in
southern and northwestern Michigan and northern Indiana. From some
of these cities nationwide interconnections are available.
Motor Freight Service
Among the major aspects in planning for motor freight transportation
are truck routes, off-street truck loading bays and the location and
development of truck freight terminals.

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In Kalamazoo County, no city has established formal marked truck routes, .
although the City of Kalamazoo has unmarked routes and has some streets
that are signed prohibiting trucks.
Throughout the county, however,
it is generally required that heavy trucks travel on state highways.
The Transportation Plan for 1990 should incorporate the extra load
bearing capacity and turning radii required by large trucks. Also the
environment and integrity of residential and commercial neighborhoods
should be maintained. The plan should provide for an integrated system Iii
and thereby remove the need for truck routes.
•

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Today's traffic requires that all terminals provide adequate off-street
loading bays. Locations of the various motor freight facilities are
indicated on Map 1 . These locations follow a predictable pattern in
their proximity to the two railroads and main highways serving Kalamazoo.
The major portion of the terminals is concentrated in an area
south and east of the center of the central business district with
the most distant one about three miles from the center of the city.
These facilities have direct access to the railroads, the CBD, and to
an arterial highway -- all of which are required in order to function
economically and efficiently. Due to congestion in the CBD and the
development of routes by-passing the CBD it is probable, as well as
desirable, that most new terminals will be located along the interstate and by-pass routes.

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INVENTORY OF PHYSICAL CHARACTERISTICS OF THE EXISTING HIGHWAY SYSTEM
An attempt to formulate a program for improvementsfwithin a transportation study area can only be made upon the basis of an accurate inventory of the existing physical characteristics of ~he transportation
network. This necessitates inclusion of the following data:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.

pavement width, type &amp; condition
right-of-way width
alignment &amp; grade
structures
traffic volumes
capacities
origin-destination studies
parking facilities
accident data
railroad crossing data (number of trains, type of protection,
etc.)

A discussion of the applications of this information is contained in
various portions of this report and will not be covered at this point.
The information has been compiled by Alan M. Voorhees &amp; Associates, Inc.
in the Kalamazoo Area Transportation Study* with the cooperation of
the various local governmental agencies.
ANALYSIS OF THE HIGHWAY SYSTEM NEEDS
After compiling all of the information related to the existing physical
characteristics of the county street and road system, it is necessary
to analyze the data and determine the type and extent of problems
affecting the efficiency and safety of travel within the area.
It is
the purpose of this section to summarize the deficiencies which must
be corrected and the future needs which must be met by a proposed
transportation plan. Those factors having a significant influence on
travel conditions are discussed individually under the following items:
a.
b.
c.
d.
e.

Right-of-Way Width
Pavement Width
Volumes and Capacity
Alignment
Railroad Crossing Protection

f.
g.
h.

Locations of Traffic Congestion
Projected Land Use
Patterns
Commuting Patterns of
Industrial Employees

RIGHT-OF-WAY
The availability of adequate right-of-way is the most valuable resource
a city can have in remedying its transportation problems. Unfortunately,
this is the most prevalent deficiency. An existing street or road which

*

Data Collection and Inventories and Street Inventory and Capacity
Analysis.
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�is carrying traffic for which it was not designed can be upgraded to
the standards if there is sufficient right-of-way available to permit
pavement widening.
The next obvious step would be to acquire the additional right-of-way
needed to permit widening; but this is rarely practical -- particularly in a business area because of the prohibitive costs involved.
(Buildings in the CBD and most other business areas are within a
few feet of, if not actually on, the right-of-way line of the street.
The acquisition of right-of-way then becomes a purchase of not only
land but buildings as well.)
A second problem evolves in cities with
a grid type street system in the fact that needed corridors which do
not follow the north-south, east-west grid system are highly expensive
due to acquisition and disruption of established block-by-block land
use patterns.
Aside from the expense of the property itself there are other expenses
inherent with the acquisition such as the normal legal work involved
and possible condemnation proceedings as well as the time lag during
which construction prices are almost certain to rise. Another consideration which enters into the matter of land acquisition is the creation llll
of ill-will among many of the people who are displaced by such a pro.,..
ject. While this is a factor which is unavoidable, it cannot be entirely disregarded.
EXISTING PAVEMENT WIDTH
The width of a road or street is one of the principal factors which
govern its ability to carry traffic. As would appear evident, this
traffic-carrying ability (capacity) increases as the pavement width of
the street increases.
Deficiencies in pavement width are the product of an increase in the
number and size of vehicles since the street was designed and built. A
lane width of nine or ten feet is not uncommon -- particularly on older
local streets; but this is far from adequate by present-day standards.
Eleven to twelve-foot lanes are desirable. An example of the effect
of pavement width on capacity may be seen by use of the charts published in the Highway Capacity Manual. Two ten-foot lanes have a
normal base capacity of 1,375 vehicles per hour of green time, as opposed to the capacity of 1,750 vehicles for two twelve-foot lanes.
Therefore an increase in pavement width of four feet increases the
capacity by twenty-seven percent in this particular instance.
Benefits derived from incre~sed pavem~nt width are not limited to the
resulting increase in capacity. The increased safety and driver comfort
are items to which an actual value cannot be assigned.
TRAFFIC VOLUME
Traffic volume data for existing streets and roads within the county
is ~resented in Maps 2 &amp; 3. ~olume ~nformation is a prerequisite to the
design of any new transportation facilty or the modification of an existing one in order to alleviate present problems or to avoid future
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ones. It is imperative that the number of vehicles, the percentage
of turning movements and the time at which these are at a peak be
known before any systematic approach may be undertaken to solve the
traffic problems of the area.
Once this information has been acquired, along with the necessary data
to calculate the capacity of the street or road in question, it is
possible to establish which streets are the most inadequate for the
volumes which they carry. Priorities may then be established for
solving the problems which are revealed by the study. Alloca...tio a£
turning lanes, assignment of one-way pair streets, restriction of
on-street parking and adjustment of timing of automatic signals are
s eps which may offer a solution to the congestion if it is not excessive. Once volumes reach a certain level, the capacity of the
street will not be improved sufficiently by these measures; and more
e~tensive remedies such as reconstruction and pavement widening became
necessary. It is the purpose of the volume study to indicate which of
these or other steps will correct or relieve the problems which exist
and in what order they should be implemented.
SYSTEM CAPACITIES
Possibly the best definition of traffic capacity is one published in
the Highway Capacity Manual, 1965. It reads as follows:
"Capacity is the maximum number of vehicles which has a
reasonable expectation of passing over a given section of
a lane or a roadway in one direction (or in both directions
for a two-lane or a three-lane highway) during a given time
period under prevailing roadway and traffic conditions."*
The capacity analysis is a critical part of any traffic study. It is
used at the beginning of a study for the purpose of outlining existing and future congestion problems. Some explanation of the analysis
and how it is made and used might be useful.
After the collection of all pertinent data concerning the existing
street network, the capacity analysis is undertaken to establish the
network's adequacy.
The factors involved in this analysis are:
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)

-- Highway Capacity Manual, 1965 by the Highway Research Board of the
Division of Engineering and Industrial Research, National Academy
of Sciences - National Research Council, Washington, D.C.

-----

*

Pavement Width
Amount of pavement occupied by
on-street parking
Percentage of transit operation
Percentage of truck traffic
Location of network within the city
Peak hour factor (peak hour volume
divided by the total 24-hour volume)
Percentage of left and right turning
movements
Percentage of green time per hour
from the adjacent fixed time traffic
control device
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KALAMAZOO COUNTY, MICHIGAN

.. -•···•·......
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··-··•··.

LEGEND

EXISTING STREET NETWORK
1966 TRAFFIC VOLUMES

...

1969

12

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LEGEND
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IN SET
Source&amp;

MICHIGAN DEPARTMENT OF
STATE HIGHWAYS
KALAMAZOO COUNTY ROAD
COMMISSION

KALAMAZOO

MICHIGAN

1966 TRAFFIC VOLUMES
••• p•oi••••••o• ot ,.,. .,.,
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�TABLE l
STREETS OPERATING AT A CRITICAL V/C RATIO*
From

Street
Alcott Street
Bryant Street
Cork Street
Crosstown Parkway
East Michigan Ave.
Lovers Lane
Mills Street
Oakland Drive
Park Place
Park Street
Pitcher Street
Portage Street
Portage Street
Portage Street
Portage Street
Riverview Drive
Riverview Drive
Riverview Drive
Stockbridge Avenue
Vande Giesen Road
Vine Street
West Main Street
West Michigan Avenue
West Michigan Avenue
West Michigan Avenue
Westfall Avenue
Westnedge Avenue
Westnedge Avenue
Whites Road
East Michigan Avenue
Gull Road
Gull Road
King Highway
Long Lake Drive
Milham Road
ML Avenue
Oakland Drive
River Street
Gull Road
Howard Street
Burdick Street
King Highway
Shaver Road
Stadium Drive
West Main Street
West Michigan Avenue
Westnedge Avenue
Westnedge Avenue
*

Burdick Street
Portage Street
Park Street
Bronson Boulevard
Harrison Street
Kilgore Road
Stockbridge Avenue
Parkview Avenue
Westnedge Avenue
Park Place
Lovell Street
Milham Road
Dorchester Drive
Banbury Road
Bryant Street
Michigan Avenue
Patterson Street
Mt. Olivet Road
Old N.Y. Central R.R.
Stadium Road
Westnedge Avenue
Drake Road
Colony Farm Road
Vande Giesen Road
Park Street
Hylle Street
Kilgore Road
Academy Street
Parkview Avenue
King Highway
Nazareth Road
26th Street
Township Line
Nash Avenue
12th Street
Sprinkle Road
Milham Road
Comstock Avenue
Humphrey Street
Stadium Road
Burdick Street
(N. of Inkster)
Mills Street
Oakland Drive
Michigan Avenue
Limits of Study Area
County Line
Shaver Street
Romence Road

Volume to Capacity Ratio
- 14 -

To
Portage Street
Fulford Street
Portage Street
Penn R.R. Tracks
Riverview Drive
Cork Street
Michigan Avenue
Wheaton Avenue
Park Street
Water Street
Michigan Avenue
Kilgore Road
Nottingham Avenue
Palmer Avenue
Gibson Street
Hotop Avenue
Riverside Cemetery Dr.
Link Lane
Fulford Street
Michigan Avenue
Burdick Street
Michigan Avenue
Woodlawn Avenue
Oakland Drive
Burdick Street
Michigan Avenue
Village Street
Walnut Street
Westnedge Avenue
33rd Street
Normandy Avenue
Limits of Study Area
Michigan Avenue
Centre Avenue
Westnedge Avenue
I-94
W.Br.Portage Creek
Michigan Avenue
Nazareth Road
Oakland Drive
Burdick Street
(S. of Inkster)
Township Line
Westnedge Avenue
U.S. 131 Interchange
Engle Road
U.S. 131 Interchange
Portage Creek
Kilgore Road

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II

�The pavement width (with or without parking, two-way or one-way operation) is converted into a base capacity or service volume by means of
a series of curves developed by the Highway Research Board of the
National Academy of Sciences in Washington, D.C.
This base capacity is then adjusted to the proper level through computation according to the appropriate · factors listed previously. At this
point the capacity of the portion of the intersection under analysis
is known.
This capacity is then compared to the existing volume in
what is called the V/C Ratio*. By dividing the existing volume by the
capacity the obtained value is the percentage of capacity at which the
approach is operating.
Capacity is affected by various physical conditions which, in turn, are
varied as to the type of interruption to the flow of traffic.
In the
table below are some common deficiencies which reduce capacity:
Cause
Effect

•
•
•
•
•
•
•
•

Incorrect Signal Timing or noninterconnected signals

Hampers movement through intersection because platoon or group
of vehicles from previous signal
are not allowed to clear intersection.

Poor Lane Definition

Causes confusion as to vehicles
entering the intersection overlapping into adjacent lanes.

Poor turning lane indications
(pavement markings and signing)

Causes through traffic to become
bogged in lanes reserved for
turning movements.

Non-use of reserved left-turn
lane and left-turn signal in
intersections with a high percentage left-turn movement.

Intersection becomes clogged due
to intermixing of left-turn
vehicles with through vehicles.

As a portion of the Kalamazoo Area Transportation Study, a functional
street network was defined and inventoried. From this inventory a
capacity analysis was made and the various street segments were rated
according to the V/C Ratio system explained previously. Each segment's
rating was then compared to the maximum values set up for each functional classification.
Maximum V/C* Values
for Kalamazoo Area Transportation Study
1.00
0.90
0.85
0.80

Interstate
Expressway
Major Arterial
Collector

The street segments which are operating above the maximum V/C Value
are listed in Table 1.

*

Volume to Capacity Ratio
- 15 -

�MAP 4

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TRAFFIC

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SYSTEM CAPACITIES ANALYSIS
The information presented in Table 1 indicates that several major
arterials are severely overtaxed by the present-day volumes which they
must carry. Among these are Westnedge Avenue, Portage Street, Mills
Street, Riverview Drive and Oakland Drive, all of which serve as
north-south arterials. In addition to these, other critical streets
are Vande Giesen Road, which provides the only access between I-94 B.L.
and Western Michigan University, Gull Road and a portion of Stadium
Drive. While these are by no means the ~nly routes which are overtaxed,
they are the ones which have V/C Ratios in excess of 1.35 and which
also carry some of the highest volumes of traffic.
Some of these V/C Ratios*are as high as 1.77 for a portion of Westnedge
Avenue and 1.68 for Vande Giesen Road; and this is when no parking is
permitted on them. These values are twice as high as the maximums
previously established for arterial and collector streets. Maps 4 and
5 indicate which sections of the transportation system are deficient
with respect to existing pavement width, right-of-way width and V/C
Ratio*and serve as a graphical summarization of these deficiencies.
ALIGNMENT
The term alignment may refer to either the horizontal or vertical alignment of a street or road; both of which are contributing factors to
the safety, comfort and operating speed on the road. Street and road
maps provide reasonably accurate information relative to the horizontal
alignment, but there is no method by which vertical alignment information may be readily obtained. For this reason only horizontal
alignment will be considered in this report. Points of deficient
alignment are indicated on Map 6.
There are many roads in the county which are aligned in a manner which
will not permit safe travel at a reasonable operating speed. Since
many of these are secondary roads, the expense of eliminating any but
the most critical points of poor alignment could probably not be justified. At the worst points, however, improvements should be made in
order to avoid the accidents which are almost certain to occur if no
changes are made. The majority of the locations indicated on the map
of deficiencies in alignment are at abrupt right-angle jogs in the
road and intersections at angles other than 90 degrees. Curves which
permit moderate driving speeds in place of the existing sharp jogs
would be desirable; and clearly defining signs and striping are the
minimum measures which should be employed to make such roads safer.
RAILROAD CROSSING PROTECTION
There are 22 miles of railroad in the city and 115 miles in the county.
Virtually every major arterial street in the city is intersected at
least once by a railroad. Each of these intersections, which are atgrade, is a potential source of accidents and traffic congestion; and
if traffic conditions are such that a separation in grade is warranted,
*

Volume to Capacity Ratio

- 17 -

�,-----------------------------------~MAP
~~S~ --- 1

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INSET

Source, ,

MICHIGAN DEPARTMENT OF
STATE HIGHWAYS
KAL,..MAZOO COUNTY ROAD
COMMISSION

KALAMAZOO

TRAFFIC

MICHIGAN

DEF IC IE NC IE S

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INSUFFICIENT

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PAVEMENT

WIDTH

RIGHT Of

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1969

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this should be given consideration. Standards used in this portion
of the study are those adopted for use in the 1970-1990 Michigan Highway Needs Study. The criteria by which the type of railroad crossing
=,
protection is determined is the exposure factor, a term which is applied to the product of the ADT* multiplied by the number of trains per
day. Where the exposure factor is 200,000 or more, a separation in
grade is required. At locations having a value of 3,000 or more,
automatic signals and gates ar~ indicated. Information obtained regarding railroad crossings in the downtown area is contained in Table
2. The exposure factors which appear in Table 2 are in the 18,000 to
127,000 range which would normally indicate that no grade separations
are warranted; but all of these crossings should be protected by automatic signals and gates. While safety is the primary concern of these
standards, the decreased capacity and delays, which result from switching operations in particular, are of more than minor concern. Information obtained for these crossings indicates several 10-15 minute
periods in the morning from 7:40 A.M. to 9:10 A.M. during which major
streets are blocked by trains. This situation is undesirable at any
time; but it is even more of a problem at a time when the traffic is
near a peak. While these delays do not normally occur during the peak
morning traffic, they do some immediately after it when there are still
fairly high volumes on the streets thereby causing at least a great
deal of inconvenience for many people. The cost of grade separations
merely for the purpose of convenience is usually not justifiable. There- ,fore, a compromise must be effected between the railroads and the City
to hold conflicts to a minimum by attempting to schedule switching.
operations in a manner which is most compatible with traffic volumes.
If this is not possible, grade separations might be given more serious
consideration.

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LOCATIONS OF TRAFFIC CONGESTION

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The determination of points of traffic congestion within the area
serves as one of the best indicators of the transportation system's
needs. One approach to making such a determination is to consider
the locations of the major traffic generators within the area since
these are the most likely source of congestion. This applies only
in a general manner, however; and it would be misleading to state
unequivocally that all major traffic generators are the source of
traffic congestion. They do provide a helpful guide in the search
for points of congestion when further study is made of them. There
are four types of generators which consistently create the most demand for ~ravel on a d~ily basi~--commercial, industrial, institutional and shopping areas. Tnese are illustrated on Map 7. There is a pattern
which becomes apparent upon reviewing this map. The area between Portage Street and the Penn Central Railroad on the east side has a dense
_
concentration of industrial and commercial land usage which continues
northward through the city to the east of North Westnedge Avenue. South
Westnedge Avenue has many commercial establishments along its entire
length between Portage and Kalamazoo. The need for better access to the ,Western Michigan University Campus, as mentioned in other sections of
this report, is also pointed up in reviewing the map of traffic generators.

1

I

*

Average Daily Traffic
- 20 -

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•
•
•
•
•
•
•
•
•
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•
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TABLE 2
EXPOSURE FACTORS FOR MAJOR R.R . INTERSECTIONS
Description of Location

No. of Observed
Trains Per Day

*
ADT@
Crossing

Exposure
Factor
(No. Trains

Penn Central @ Patterson
Street (NYC Tracks)

4

9,100

36,400

Penn Central@ Patterson
Street (Penn Tracks)

3

10,500

31,500

Penn Central @ Walbridge
Street

13

3,000

39,000

Penn Central @ Pitcher St.

12

8,600

103,200

Penn Central @ Westnedge
Avenue

6

10,100

60,600

Penn Central @ Stockbridge
Avenue

3

8,400

25,200

10

6,100

61,000

Penn Central@ Lake
Street (Penn Tracks)

7

6,100

42,700

Penn Central@ Cork Street
(NYC Tracks)

8

9,500

76,000

Grand Trunk Western @
Miller Street

4

4,400

17,600

Penn Central @ Vande
Giesen Road

5

9,400

47,000

Penn Central @ Portage St.

4

16,000

64,000

Penn Central @ Michigan Ave.

8

15,900

127,200

Penn Central @ West Main St.

3

19,900

59,700

Penn Central @ Lake
Street (NYC Tracks)

*

Average Daily Traffic

- 21 -

X

ADT)*

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MAP 7

8A""" COUNTY
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MAJOR TRAFFIC GENERATORS
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There are many points of congestion which are not revealed by such
cursory inspection; but the ones pointed out here are mentioned because of the magnitude of the problem when the bulk of the generators
is involved. A review of the volume maps and the volume to capacity
ratios of the streets and roads in the area will bring many more isolated problems to light as the Maps 4 and 5, showing deficiencies,
point out .
PROJECTED LAND USE PATTERNS
The land use patterns of an area, both present and future, are the
primary dictators of what improvements are needed in that area's transportation network.
The type and extent of use of the various segments
of land create the travel demands of the area.
The 1990 Land Use Plan, as shown in the Land Use Plan Report, illustrates the expected land use patterns for the next twenty years.
This
serves as a guide in the selection of which routes should be improved
and the possible need for new streets or roads by indicating what
future travel demands are likely to arise as well as which land will
yield the most economical right-of-way.
The results of using this information in the development of the alternative and final transportation
networks for the Kalamazoo Area are discussed in later portions of this
report.

COMMUTING PATTERNS OF INDUSTRIAL EMPLOYEES
A survey was made of the fifteen largest industries throughout the
Kalamazo0 Metropolitan Area for the purpose of establishing the home
location of the individual employees by industry in order to determine their commuting travel patterns.
The commuting patterns were collected for the purpose of comparing the
information resulting from the survey with the information collected
and provided by the Michigan Department of State Highways in its origin
and destination study of the Kalamazoo Metropolitan Area taken during
the fall of 1966.
The industries surveyed were grouped into common geographical areas and
the home locations of the employees of the respective industries were
plotted on a series of overlays, whereby desire lines were established
from home to work.
The information resulting from this study not only
· provided desire line patterns of the employees of the major industries
within the area, but also provided information relative to land use
characteristics concerning residential concentrations and their relation
to the industrial employment centers.
Nine of fifteen employers within the metropolitan area employing more
than 500 persons per industry were used in the study.
Information from
the other six employers having more than five hundred employees per
firm could not be used for the reason that these firms had more than
one plant location within the study area, and had no appropriate records
- 23 -

�designating the location of the plant at which each employee worked.
However, of the nine industries used in the survey a total of 7,129
trip patterns were recorded. Map 8 indicates the results of this
study.
DEVELOPMENT OF THE FINAL PLAN
INTRODUCTION
The development of the interim proposals for the Kalamazoo County
Transportation Plan will be covered in this portion of the report.
Intermediate steps in the selection of the most desirable plan began
with the refinement of the preliminary needs and the determination
of class~fications and standards for development. Alternate plans
were then established for the urban transportation network and evaluated according to their relative merits from various aspects to include:
(a)
(b)
(c)
(d)

compatibility with plans of other governmental agencies
distance and travel times
feasibility from design and construction standpoints
estimated costs

The final selection was then made for a total transportation network to
be implemented in stages from the present until its completion in 1990.
The alternate urban transportation plans for sections of new construction, Maps 10 through 13, present approximate locations only.

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DETERMINATION OF CLASSIFICATION

.I

The streets and roads of the Kalamazoo Area have been organized into
two systems of classification. These are the legal classification
as shown in Map 9 and the functional classification as applied to the
1990 Interim Vehicular Circulation Concept for Kalamazoo County Map
14). The former system applies to Federal Aid Highways which are
placed in one of three categories--Interstate, Federal Aid Primary
(FAP), or Federal Aid Secondary (FAS). With minor exceptions, FAP and
FAS highways form an interconnected network serving both urban and
rural areas. However, the selection of individual routes of the Secondary System often has been influenced by the need for improvement and
the availability of Federal funds rather than by service characteristics.
The objective of the legal classification is to concentrate attention
on important arterial facilities to assure their early improvement and
facilitate travel.
The functional classification has more significance in this study;
and it is the one to be employed in applying the standards for development. Highway systems have been functionally classified in various
terms by different governmental agencies. Because of the availability
of material and associated data for Kalamazoo County, the Kalamazoo
Metropolitan County Planning Commission has decided to apply the
Federal Highway Functional Classification.
This system places all
-

24 -

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- 25 -

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roads and streets into one of three broad groups according to the
character of service they are intended to provide--Arterial, Collector ~
and Local Access.
Discounting the last classification, which will not be considered in this study, the remaining groups are further subdivided into statewide and regional· arterial, local arterial, principal
collector and secondary collector~ all as used in Map 14.
The basis for formulating a functional classification of a particular
route relies on the concept that the purpose of any street or highway
is first, to move traffic and second, to provide access to property.
All streets and roads serve both of these purposes in varying degrees.
Arterial routes provide the highest degree of mobility and the least
access to land, while collector routes offer a lower degree of mobility
with increased access to adjacent land. Due consideration of such
factors as distribution of trip lengths in a given area, volume of
traffic, desirable operating speed and spacing of streets is the reason
for further breakdown of the classifications.

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ARTERIALS
Statewide Arterials
The primary function of Statewide Arterial Highways is to provide the
highest level of traffic mobility available on the total highway system.
These provide direct and unrestricted routings between major metro~
politan centers and principally serve movements between rather than·
within activity areas. These are generally located in widely spaced
corridors of concentrated travel desire and are characterized by:
high capacity design thereby facilitating sustained high speeds; minimal ingress and egress; and, continuity of routing for regional or
inter-regional travel movements. These facilities should serve the
longest trip desires in an expeditious manner. These should also link
and serve major sections of metropolitan areas, carrying a majority
of the total arterial travel on a minimum mileage with the highest
degree of service. The system of highways should include all sections
of the Interstate Highway System.

I

Regional Arterials
Regional Arterial Highways interconnect and augment the Statewide
Arterial Highways, forming a continuous network of highways which
will efficiently serve major travel desires in all areas of the
state. A primary function is to inter-connect major population
and economic activity centers not served by Statewide Arterial
Highways.
These highways also provide service to other large
areas of special interest and recreation areas which generate or
attract a substantial amount of traffic, occasionally subordinating
directness of routing in order to perform this secondary function.
However, these offer a high degree of trip continuity either alone
or as an extension of the Statewide Arterial System.

- 26 -

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MAP 9

.... }~;!'-~!.. !

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./·. ·

•I

•...t= -;tt~"-'---v""'•~---iH;-~~--------'"'! ,.,. ,. ,:
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1M.J'AIAi-

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............·•···•'.............
-······--·
.......... ·-·--..·•··.
.......................
.. ··-•··••·• ..·-•··· ....

KALAMAZOO COUNT Y, MICHIGAN

lfGENO

'

- - .1,14/0•

•OAD\

------- UCO ... DAn

EXISTING STREET NETWORK
APPROVED FEDERAL AID SYSTEM

..

1969

m=-=

27

a

•cAOS

lEGE_ND
1,1111 INTERSTATE AND PRIMARY
-PRIMARY
••••••· SECONDARY (STAT E)
• • . ,. ,. SEC ON DARY (COUNTY)

�Local Arterials
Streets in this classification provide service to trips of moderate
length at a somewhat lower level of travel mobility than the major
arterials.
They distribute travel within geographic areas which are
smaller than those identified with the higher systems.
Local Arterials include those facilities which serve a secondary arterial function at the local level, placing more emphasis on land access than
the higher systems and offering a lower level of traffic mobility.
They also provide service between smaller cities and connect these
cities with the higher arterial systems. They should not, however,
penetrate identifiable neighborhoods.
COLLECTORS
Principal Collectors
Rural - These roads function primarily as collector-distributor roads
for relatively large areas.
These also provide service between minor
population and economic centers within the county. Traffic mobility
and trip continuity are not as essential as on Local Arterials and
serving thru-traffic may not be a major consideration.
Access
controls are not provided on these routes thereby permitting a high
level of service to adjacent properties. These streets may also
serve secondary traffic generators such as schools, parks and areas
with high population densities.

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I

Urban - These streets serve as extensions to the rural collector routes.
The primary function of these streets is to serve substantial traffic
volumes, the majority of which are intra-urban area in character.
These may provide proximity service to commercial, industrial and residential land uses. Accordingly, in commercial and industrial areas,
these streets may be designed and constructed to accommodate heavy
vehicles with provisions for additional illumination, pedestrian
movements, parking lots and loading docks.
These streets may also
serve secondary traffic generators.
Secondary Collectors
Rural - The prime function of Secondary Collector Roads and Streets
is to provide traffic service between Local Roads and Streets and
higher classified routes.
Traffic served will essentially be generated from a relatively large area, although this area will be substantially less than the service area of the Principal Collectors. Ease
of access is a major consideration in the design of these streets.
Route continuity is of limited importance since traffic will utilize
these routes for only a small portion of their total trip length.
Urban - Unlike principal collectors, urban secondary collectors do not
serve as an extension of the Rural Secondary Collector, since the
area they serve is limited.
In residential areas, these facilities
are designed to discourage through traffic.

-

28 -

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CLASSIFIED MILEAGE
The total highway system of Kalamazoo County is
miles of streets and roads. Of this total, 564
urban areas while 1063 miles lie throughout the
county. Further mileage consideration is given
tiation is made by functional classification.
URBAN

CLASSIFICATION
Statewide &amp; Regional
Arterial
Local Arterial
Principal Collector
Secondary Collector

made up of some 1627
miles are located in
rural portions of the
below where differen-

RURAL

20.38 Miles
35.84
67.66
62.82
II
II
II

41.10 Miles
43.65
127.38
II
216. 87
II

STANDARDS FOR DEVELOPMENT
In order to provide for improvement of existing routes _in the transportation network and construction of new ones, certain standards
must be established to which such sections of new or improved streets
and roads must conform. Standardization~of the various classifications
of routes serves a varity of purposes. It ensures the adequacy of
all measures taken to upgrade the system and simplifies the preparation
of plans and specifications for various construction contracts. From
a less practical standpoint, it develops uniformity of the system,
thus providing a certain degree of asthetic value.
There are several typical sections contained in this report in Figures
1
through 7 illustrating the width of pavement, shoulder width,
right-of-way, etc., to be adopted as standards for the different
sections of both urban and rural routes. The only information necessary to determine which typical section is to be applied is the
functional classification of the street or road in question and an
approximate traffic volume on the portion being considered. The functional classification may be found in the plan on Map 14 and
traffic volumes of the major streets are available from Maps 2 and 3.
If the route in question is not shown in these figures; it will be
necessary to either take a traffic count or estimate the volume.

*

The standards used in this report were obtained from the Michigan
State Needs Study.
-

29 -

�----------------.... -

•

URBAN
STATEWIDE ARTERIAL

I
PROPERTY
I 6 O' _
L INE~~t------------'~'......_

79'

I

MEDIAN

6-=.0_'- - - - - - - + t -...P-:-ROPERTY
_ __ _ _ _-l--4~ t _ - ~ - - ----___:.1-=.
LI NE

3'

36'

20'

24'

15'

12'

I
I
I
I

79'

20'

Shi r.

I
I

Pavement
Curb

J

~

3-LANES

2-LANES

MAXIMUM OEVELOPEMENT-6 LANES

INTERMEDIATE DEVELOPEMENT-4 LANES

FU LL ACCESS CONTROL
DESIGN SPEED- 70 M. P.H.

REGIONAL ARTERIAL

MEDIAN

100'

PROPE RTY
LIN E

4'

28 1

36'

2

2'

28'

PR oPERTY
LIN E

100'

~

40'

-

12

24'

-

(2.'

28 1

4'

I
I
I

Curll

--

Walk
~

a G1.1tter

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I

~·. --~--- -· _.., ·,_. ·..·~:":.-.·, :: p --,-,

I

Curb 8 Gutt&amp;r

Pavement

.

.,,

w

3-LANES

Povemut
.•:.: 4' :_.·,. ·- ~ ·.:-:.. _.:. ::;1

I

Walk

I

··~·---

2-LANES

MAXIMUM DEVELOPEMENT-6 LANES

INTERMEDIATE DE VELO PE ME NT- 4 LANES

ACCESS CONTROL- PARTIAL
DESIGN SPEED-60M.P.H.

1969
SCH ELLIE ASSOCIATES, I NC.
A Division of

CLYDE E. WILLIAMS

-

30 -

a

ASSOC.,INC., I NDPLS.

~

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I

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•
•
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-

LOCAL ARTERIAL

a

URBAN
PRINCIPAL COLLECTORS

PROPERT~Y -.l-o_ _ _ __ _ R_IG_H_T_-_0F_·_W_A_Y_;_(S_e_e_B_e1_o_w~
) _ _ _ _ _ _ _ _.....,.._P_ROPERTY
LINE

LINE

4'

DIM. "A"

.2'

DI ht ''A"

PAVEMENT WIDTH

4'

,

I

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I (

I

I/ Curb a Gutte r

I

Walk

Walk

Pavementl

l .-.: :.•.·,

It I

:-:~··.~·.·1: ...._.. :·.:~:··.=.:..::,-: ~- .. ~~.. :A·;.:.: ~

,

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DESIGN

PAV'T

Ho. of

w

SPEE.D

WIDTH

LANES

1201

45' M.P.K

60 1

5

24'

86'

45'M .PH.

48'

4

13'

66 '

45'M. P. H.

28'

2

13

RI

DIM. "A"

1

SECONDARY COLLECTORS
PR0PE.;.;.
RT.:....Y.,___.,_ _ _ _ _ _
R-'-IG
_ H_T_·..c..
0 _F ....:·W
.;.;.A_ Y~ (S::..::ec=-e..::cB~•l:...:.o..::.w.:....)_ _ _ _ ___,~PRc:..:0:..a.PERTY

L I NE

L I NE

PAVEMENT WIDTH

4' DIM."A" 1:i!'

I~

DIM. "A"

4'

I
I
1,,-Curb

a

Gi,tter

(Pavement

Walk

~t). I

11

ll~.L·:-~.---._,. . .,._. .,._ -:
: ..::-::.-~::_-.:-:.,:-:
._.-~~:-:"?
: :"?-~=1°:
=1,:--:._. :·:-:... :::-,._~:~~
·:"""
·=·.,.,.
_'!-·:--#. :.-..LA
••

"1w

DESIGN

PAV'T.

No . of

SPEED

WIDTH

LANES

100'

40'M.P.H.

60 '

5

14'

86'

40'M.P.H.

48'

4

13'

66 1

30' M.P.H.

28 '

2

13 1

JP;i,JII.:

-

DIM."A"

1969
SCH ELLIE ASSOCIATES, INC.
A Di v, s l on of

CLYDE E. WILLIAMS

- 31 -

a

ASSOC.,INC., INDPLS.

�RURAL

a

STATEWIDE ARTERIAL

I

150 1

PRoPERT
LINE

49'

20'

36 1

10'

8'

REGIONAL ARTERIAL

MEDIAN

t.

USO'
24 1

8'

39'

27'

lcf

hi¢

Shi

PROPE~T
LINE

49'

2d

Shldr.

I

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I

3-LANES

~

2 - LANES

MAXIMUM DEVELOPEMENT-6 LANES
DESIGN VOLUME -OVER 23,000A.D.T.

1

I

LOCAL ARTERIAL

Cf it_

MEDIANP

PAVEMENT

-~

I

I

-----------------

I

75 1

PROPERTY
LIN i

II'

10'

60'

PROPERTY
LINE

2!

12'

Shldr.

10'

20'

18 1

2-LANES

DESIGN VOLUME- OVER 5,000 A . D.T.

OE SIGN VOLUME - 2,000 TO e,oooA .D.T.

RIGHT- OF-WAY I !50'

RIGHT-OF-WAY I 2 0 1

ACCESS

CONTROL-NONE

1969

SCHELLIE ASSOCIATES, I NC.
A Div i • ion of

CLYDE E. WILLIAMS

- 32 -

I
r

'

Shldr.

4-LANES

~
I

FULL TO PARTIAL ACCESS CONTROL

i

I

I

INTERMEDIATE DEVELOPEMENT- 4 LANES
DESIGN VOLUME- 5,000 TO 23,000A.D,T.

RIGHT-OF-WAY 300

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a ASSOC., INC.,

INDPLS.

�1....-----------~---------

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Figure 3

RURAL
PRINCIPAL 8a SECONDARY COLLECTORS

It't...(£_ PAVEMENT~I

DIM."A"

PROPE~R~T~Y-----~D~IM=·~"A~'-'_ ___.•~..LINE
DIM ." C"

DIM ."B" 6'

Shldr. _!'lt,f'B"

Shid

PROPERTY
LINE

DIM'. 'C" 5' DIM'.'o
Benn

11

SECTION MAIi

11

SECTION B
ACCESS CONTROL- NONE

DESIGN
SECTION

A

VOLUME
2000

to

enno

8

120'

2 41

10 1·Treattd

60'

12'

20'

I8

100'

24'

e'-

eo•

121

20 1

10

86 1

2 4'

43'

12 1 Varies Vories

86 1

2 2'

43'

I I'

w

PAV'T

11

DIM"A' DIM.11 8' 011.t"C" DIM. D11
1

A .D.T

A
B

WIDTH

SH LOR .
WI OT H
ll TYPE

R1

400

to

790 A. D. T.
0

to

400A.0.T.

Gravel

1

1969

Varies Varin

SCH ELLIE ASSOCIATES, I NC.
A Division of

CLYDE E. WILLIAMS

-

33 -

a

ASSOC.,INC., INDPLS.

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MAP 10
BARRY COUNTY

AL.Lf8JloN COUNTV

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KALAMAZOO COUNTY, MICHIGAN
LEGEND

1990 ALTERNATE TRANSPORTATION PLAN NO 1

A

INTERCHANGE

e

Gll:,'0E &amp;Et&gt;ARAflON

no .............. ,.,. •••

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KALAMAZOO

METROPOLITAN

-

COUNTY

34 -

PLANNING

COMMISSION

JI

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�ALTERNATIVE TRANSPORTATION PLANS

•

Alternative No. 1

(Map No. 10)

Location - Plan No. 1 utilizes a business loop connecting with B.L.
131 at Westnedge Avenue and continuing east to the east side of the
Riverside Cemetery and then turning south until it reaches East
Michigan Avenue.
From East Michigan Avenue the route must bend
either east or west to clear the railroad wye and then bend back
toward the Penn Central Railroad at Reed Street.
The route returns to a southerly bearing until it is just south of Cork Street
where i t turns west and parallels Cork Street and Whites Road to
Oakland Drive.
From the intersection of Oakland Drive and Whites
Road the route runs northwesterly toward Nichols Road•
Then midway
between West Main Street and West Michigan Avenue i t turns north and
runs along Nichols Road to Alamo Avenue.
The loop is completed by
running northeasterly to B.L. 131 where i t curves from a southeasterly
bearing to an easterly bearing.
An expressway is also incorporated which runs from U.S. 131 and "U"
Avenue along the general location of Shaver Road to Romence Road and
then along the Penn Central Railroad from Romence Road to B.L. 131.

•
•

Improvements on West Main Street and Stadium Drive between the business
loop and U.S. 131 as well as new construction connecting B.L. 94 a~d
King Highway to the loop on the east side are also needed for the
loon to function properly.

-,,,

Justification - Use of B.L. 131 on the north saves nearly half of the
construction and right-of-way costs of the north leg.
Location of
the east leg is dictated by the necessity of avoiding construction
in the Riverside Cemetery and also the desirability of by-passing the
Penn Central Railroad wye and switch yards.
The southern portion of
the east leg follows the railroad and then runs south through a corrider of sparsely-developed land which can be acquired less expensively
than other routes farther to the west.
The area immediately south of
Cork Street and Whites Road is not heavily developed and traffic
studies indicate moderately heavy demands this far south, making this
a good location for the south leg of the belt.
The west leg of the
business loop is located in such a manner as to avoid disrupting existing development
Western Michigan University and yet provide convenient transportation between the university and the rest of the
county.
The northern portion of the west leg provides for minimal
interference with the present land usage.
Several existing highways
are in need of realignment and reconstruction whether this loop is constructed or not-especially those on the east side of the city where
East Michigan Avenue, King Highway and B.L. 94 cross the east leg of
the proposed belt.
The location of the east leg takes advantage of
this situation by being far enough east that the connectors to these
routes are not very long thereby resulting in savings on realignment
costs.

of

-

35 -

�..

MAP 11
l!IARl'tV COUNTY

Au..J!:SAN COUNTY

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KALAMAZOO COUNTY, MICHIGAN

1990 ALTERNATE TRANSPORTATION PLAN NO 2

th • ....

LEGEND
A

INTERCHANGE

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....... ............. - ••• ,...... w, .. ,
' ' ' " ... _uo ......... , •• o•o,Oo0

Pt o poro&lt;II ~,

KALAMAZOO

METROPOLITAN

COUNTY

36 -

SCMllUE AUOCIAtU, INC, A Dh•h••~ of (\°n,f I WIUl&lt;Uill &amp; AHOC., IMC., ~

PLANNING

COMMISSION

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�The north-south expressway through the eastern portion of the CBD is
provided primarily as a solution to the travel problems which exist
between Portage and Kalamazoo.
This will be a high type facility
with full access control on the portion south of the south leg of the
loop.
Its location utilizes the lower cost land adjacent to the old
NYCRR as much as possible.
The loop as proposed will connect all major routes into Kalamazoo and
provide convenient and efficient travel for traffic desiring to bypass the city as well as connecting all parts of the city with a highspeed route.
Congestion in the CBD will be greatly relieved an&lt;l maintenance costs on city routes reduced by the decreased traffic - particularly truck traffic. Land outside the belt will become more attractive from a development aspect since travel between it and Kalamazoo
will be improved.

~

•

Alternative No. 2 (Map No.11)
Location - Plan No. 2 is identical to Plan No. 1 with the exception of
the south leg of the business loop and the deletion of the expressway
between Portage and Kalamazoo in favor of one farther to the west.
The southern portion of the east leg runs south from King Highway at
its bend from an east-west to a northwest-southeast alignment west of
the railroad wye and continues until it is south of Reed Street
where it turns west and follows an alignment parallel to Howard Street
to its intersection with Stadium Drive.
The expressway to the Portage area follows Oakland Drive from where
it intersects West Michigan Avenue until it reaches Howard Street.
It
then runs on a generally southern bearing along a line just east of
Pikes Pond and Whites Lake until it intersects B.R. 131.
Justification - In general the reasons for locating Plan No. 2 in this
manner are the same as those for Plan No. 1. By moving the south lea
up to Howard Street it is possible to decrease the required mileage of
new construction by approximately 2½ miles without sacrificing a great
deal in the service which it will provide.
The expressway to the
Portage area is also less expensive because it calls for 5-6 miles less
new construction; and its route is such that not much disruption of
heavily developed land is required.
The use of Oakland Drive for a
portion of it also contributes to the economy of this route.
Alternative No. 3 (Map No.12)
Location - Plan No. 3 is based on a business loop with the east leg
of it formed by the same route as described in Plan No. 1 for serving
the Portage area.
The only variation in the Portage route is that
the route would stay east of the NYCRR until it crossed it about 3/4
mile above Schoolcraft and then connect to U.S. 131 just north of
Schoolcraft. The south leg parallels Howard Street from the NYCRR to

- 37 -

�MAP 12

l!JAFU'l:V COUNTY

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KALAMAZOO COUNTY, MICHIGAN

1990 ALTERNATE TRANSPORTATION PLAN NO 3

:;::::.::i:.,..••....,·:....,""::.:.~
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-

KALAMAZOO

METROPOLITAN

-

COUNTY

38 -

PLANNING

i

I

COMMISSION

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�•
•
■

B. L. 94 and turns north along an alignment which is approximately
the same as that of Campbell Avenue to form the west leg of the loop.
The north leg alignment follows a line north of Patterson Stree t and
parallel to it.
S.R. 43, East Main Street, King Highway and B.L. 94
on the east side will all require improved alignment in making connections with the east leg of the loop.
Justification - The smaller loop presented in this plan would make
travel from one side of the city to the other more attractive than
using the existing through routes since a driver does not need to
travel such an indirect route as with the larger loop.
It must be
observed, however, that this smaller loop results in no savings in
mileage because of the need to reconstruct the routes leading to it on
the east side.
Plan No. 3 has 27 miles of construction--either new or
improvements of existing roads--as compared with 27 miles in Plan No.
1 and 18 miles for Plan No. 2.
This loop dies very little to encourage development of the less developed land bordering the city because
it doesn't reach out far enough to decrease travel time between these
areas and the CBD.
Improvement of the connections to routes on the
east side should be made whether the loop is constructed or not; and
so these costs are not directly a result of this specific plan.
This
is also true of the last mile of construction on the expressway through
Schoolcraft which is needed regardless of whether the entire expressway
is built.

Alternative No. 4 (Map No.13)
Location - Plan No. 4 is composed basically of two north-south and two
.east-west routes through Kalamazoo.
One north-south route on the east
side is the same as that proposed in Plan No. 1 to serve the Portage
area except that in Plan No. 4 this route ends at the intersection of
Westnedge Avenue and the NYCRR tracks north of Center St.
The northsouth route on the west side is the existing route of Douglas Avenue
from B.R. 131 and its extension southward to Oakland Drive.
On the
north side an east-west route follows the alignment of Parsons and
Mable Streets from S.R. 43 at Riverview Drive to the intersection of
Douglas Avenue and Alamo Avenue.
The remaining east-west route on the
south side runs from the intersection of King Highway and B.L. 94
to Stadium Drive along an alignment approximately the same as Walnut
Street.
Justification - This is the least costly of any of the plans presented
since very little right-of-way must be acquired.
The routes follow
existing streets for the most part; and even if total reconstruction
were involved, which is not the case, only 16 miles of streets and
roads are involved.
The practicality of total reconstruction is subject to question because of the cost of additional right-of-way and
the degree of disruption which this would entail.
The plan has merit

-

39 -

�MAP 13

15A"l'tV COUNTY

~~~i~f~i~f

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KALAMAZOO COUNTY, MICHIGAN

1990 ALTERNATE TRANSPORTATION PLAN NO 4

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KALAMAZOO

METROPOLITAN
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COUNTY

PLANNING COMMISSION

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in its ability to provide at least a stop-gap type of solution to many
of the existing transportation problems for a minimum expenditure.
With partial access control these improvements will serve as continuous
routes through the city by connecting the arterials into the city;
and also serve the CBD by permitting access to it from the major
downtown streets.
This plan is far from an ultimate solution to the
transportation problem; but it is certainly worth considering as an
early step toward relieving some of the present congestion and will
continue to be a valuable supplement to any more sophisticated transportation network which might be implemented in the more distant
future.
PLANS OF OTHER GOVERNMENTAL AGENCIES
In order to avoid duplication of efforts, as well as possible conflicts,
in analyzing the needs of the system and proposing future transportation
plans, it is necessary to determine what information is available and
what plans have been formulated by the various governmental agencies
involved in the area. This would possibly involve the programs of
adjacent counties and the State agencies as well as those within
Kalamazoo County. Meetings have been held with representatives of
all concerned agencies and their comments solicited in regard to any
proposals under consideration. The result of these meetings has been
a coordinated effort toward the arrival at solutions to many problems
which now exist in the area.
DESCRIPTION OF THE FINAL TRANSPORTATION PLAN
Urban
In selecting the most desirable of the alternative transportation plans,
portions of the four urban plans which have already been described
were selected and combined with some routes not previously considered
to form what is felt to be an optimum total transportation system for
Kalamazoo County. Graphic representations of the following description
of that system is found in the 1990 Interim Vehicular Circulation Concept (Map 14) . In the legend for this map the term "proposed corridor"
refers to sections of new construction. These are approximate locations
only and will most certainly deviate from the route indicated at some
locations when more detailed information becomes available from preliminary route location surveys. It should be noted also that for reference purposes, each section of new construction has been arbitrarily
assigned a "section number" which in no way pertains to the order of
proposed construction.
The heart of the system, as with the other systems considered, is a
loop of expressways encircling the central portion of Kalamazoo and an
expressway connecting Kalamazoo with the Portage Area.
The proposed
loop is described as follows:
Beginning at the intersection of B.R.
131 and Westnedge Avenue and continuing in an easterly direction along
the north side of Riverside Cemetery to its east boundary;
thence
southerly along the east boundary of Riverside Cemetery and southwesterly along the general line of the NYCRR tracks to the intersection
with Reed Street; thence west along a line south of and parallel to
Reed Street as far as Stadium Drive; thence making a curve from west
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�to north and continuing in a northerly direction along Nichols Street
and Nichols Street extended to the south; thence making a curve from
a northerly to an easterly bearing beginning at the intersection of
Nichols Street and Ravine Road and following a line south of and parallel to "G" Avenue as far as the Penn R.R.; thence southerly along the
Penn RR to B.R. 131 extended to the east which is approximately 1/2
mile east of the point of beginning of this description.
The east leg of the loop described above extends to the north about
2 miles north of "G" Avenue and runs south along the NYCRR from Howard
Street to "P" Avenue and then turns southeast toward the point where
Long Lake Drive passes between Long Lake and Austin Lake. It then
follows Long Lake Drive to a point about 1 mile north of the GTWRR
and curves around the east and south corporate limits of Vicksburg
and terminates at 24th Street south of the Penn RR crossing.
The north leg of the loop continues to the east along "G" Avenue from
the Penn RR to the intersection of 25th Street and "G" Avenue.
There are several factors which have an influence on the selection of
this ultimate transportation network; and in most cases a location
chosen on the basis of any single factor will be in direct opposition
to at least one of the other factors which needs to be considered.
The optimum solution to the problem of selecting a location for a proposed segment of road or street, therefore, must be a compromise of
the criteria used in making such a determination. Above all other.
considerations, a route must be capable of carrying traffic between
the points which are indicated to be the desired origin or destination
of a significant volume of vehicles. The route should achieve this
purpose in a safe, efficient and economical manner and with a minimum disruption of the already established land use in order to preserve
the status quo of the social and economic conditions of the area involved. While striving not to disturb the existing conditions, the
route must be one which will serve the future demands created by population growth and the expansion of developed land.
The selection of the route for a loop around the city was governed
by first determining what distinct limitations were placed on the
choice of a route by the existing land use in the city. Foremost
among such items were the location of Riverside Cemetery, Kalamazoo
State Hospital, Western Michigan University and the railroads. These
were considered to be areas to be avoided if at all possible; and
in doing so, much of the loop falls into a fairly evident location.
By looking at the information from Origin &amp; Destination studies,
traffic volume data and the existing transportation system, the
selection becomes even more limited.
For a business loop to fulfill
its purpose it should be far enough from the CBD to collect traffic
from the routes leading to the CBD before they become congested and
distribute the traffic to its various destinations. It must, on the
other hand, not be so distant from the CBD that its use is discouraged
because a driver can reach his destination more efficiently by continuing to use the existing routes. In general, a driver must travel

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farther when using the loop; but the distance travel is offset by
the fact that he is able to reach his destination in less time and
with more driving comfort than was possible under the previous
conditions. When this is not the case, the loop has failed to serve
its intended purpose.
The east leg of the loop is located so as to by-pass Riverside Cemetery, clear the NCYRR wye and then follow the railroad south to "P"
Avenue. Land along the railroad right-of-way provides lower cost
right-of-way due to its undesirability for residential developme~t.
Connections to arterials on this side are made before these routes
merge and become completely congested. The south leg avoids the
State Hospital and Western Michigan University and then turns north
by-passing W.M.U. on its west side yet provides an urgently needed
access to the university. The loop continues northward to Barney Road
where it begins a curve to the east with the curve becoming an easterly tangent a little west of the intersection of Douglas Avenue and
"G" Avenue.
Development of the land in this northwest corner of the
belt should become more attractive with the access provided to it.
The north leg passing through Parchment and ending at 25th Street will
do the same for this area as well as serving the areas which are
already being used. Completing the loop is the southern segment of a
new route along the Penn RR from B.R. 131 extended to the east and
running north to a point about l¼ miles south of "D" Avenue.
From
the south end of this route an extension of U.S. 131 runs along the
north side of Riverside Cemetery and connects with the east leg of .
the loop.
The loop as proposed achieves several goals and does so in an economical manner.
It connects all major routes through the city making
quick access possible to any part of the city. It permits through
traffic to by-pass the city; and it will serve to create future
development of land which is not presently attractive for development.
The location of the loop encompasses the area of the highest traffic
volumes with a few exceptions.
Connections to the loop and provision for travel within the area
bounded by the loop are the function of sections 21, 23, 24, 25 and
26. Sections 14 and 15, in conjunction with section 12, serve the Portage area and Vicksburg with a high speed limited access route
having six lanes on section 14 and two lanes on section 15. Traffic
volumes are sufficient to justify the six-lane section if only the
present traffic is considered.
Rural
Most of the proposed new rural highways in the county are relatively
short segments which serve one of two purposes -- improved alignment of
existing roads or completion of gaps in existing roads, thereby forming
continuous routes across the county. In addition to these purposes
which are the predominant ones, some sections of the proposed routes
provide a by-pass of urban areas for faster and safer travel or serve
as connectors between the county and state routes and the urban areas.
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�The alignment of Sixth and Eighth Streets has been improved and a continuous north-south route formed on the west side of the county.
Twelfth Street is made continuous along the west edge of Kalamazoo.
Long Lake Drive and Twenty-fourth Street will join into a continuous
north-south facility alon~ the east side of Kalamazoo. A continuous
north-south route is possible with improved alignment by the new segments connecting Thirty-second, Thirty-fourth and Thirty-sixth Streets
through the eastern portion of the county.
East-west trans-county facilities are provided by the following roads
when connected with the appropriate proposed segments:
"D" Avenue
and S.R. 89 cross the northern portion of the county; "H" and "G"
Avenues on the north side of the city; S.R. 96 and S.R. 43 pass through
the center of the city.
"MN" and "N" Avenues serve the east half of
the county on the south edge of Kalamazoo.
"Q" Avenue and Centre
Avenue serve central Portage, and "W" Avenue crosses southern Kalamazoo
County without any new construction involved.
State Roads 43 and 96 are rerouted to by-pass the central portion of
Richland; and in the same manner U.S. 131 and Long Lake Drive bypass Schoolcraft and Vicksburg, respectively. Part of 'the route proposed to by-pass Kalamazoo and Parchment on the north-east side is
already under construction and will form a completed facility when
joined with the subsequently proposed section at its north end.
'I'he grid system resulting from the previously described roads is su.ch
that the maximum distance between parallel trans-county roads is six
miles. This means that no point in the county is more than three
miles from a through route in any direction; and in the majority of
cases the distance is only half of this.

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A summary of the proposed sections for new construction is presented
in the following table.
As previously stated, the corresponding
section numbers have .been arbitrarily assigned and in no way pertain
to the order of proposed construction.
COST ESTIMATES
An estimate was made on the cost of right-of-way and construction
for each section of road or street proposed in the "1990 Interim
Vehicular Circulation Concept" (Map 14); and is shown in Table 6
along with the proposed surface, right-of-way width, length and
functional classification. Construction costs are based on current
average prices for highway construction and will undoubtedly be subject to subsequent inflation.
Cost of right-of-way is much less predictable without extensive investigation of the individual parcels to be acquired. It is stressed
that the estimated costs of right-of-way are strictly approximations
and should not be accepted as anything more than this. Average
values were used for urban right-of-way having three varying degrees
of development and one value for average rural right-of-way as indicated on page 52. Land use maps were used to provide additional
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information in regard to location of houses, industry, commercial
uses, etc.; and adjustments made in the usage of average costs where
this appeared equitable.
A total cost for construction and right-of-way for the thirty-nine .
sec~ions was estimated to be $33,324,000 and $15,650,000, respectively.
This gives a total cost of $48,974,000 and includes eleven in~erchanges •

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KALAMA ZOO COUNTY, MICHIGAN

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STATEWIDE AND REGIONAL A.RTElt\AL
LOCAL ARTERIAL

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1990

PRINCIPAL COLLECTOR
SECOND,\IIY COLLECTOR

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INTERlM

PROPOSED CORRIDOR

VEHICULAR

EXISTING INTER.CHANGE
PROPOSED INTERCHANGE

EXISTING OVERPASS

CIRCULATION
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PROPOSED OVERPASS

SECTION LIMITS

SECTION NUMBER

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CLASSIF1CAllON CONSISTENr WITH

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MICHIGAN HIGHWAY NEEDS STUDY

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METROPOLITAN

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PLANNING

COMMISSION

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TABLE

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PROPOSED SECTIONS FOR CONSTRUCTION

SECTION NO .

NAME

PURPOSE

1

6th St. from "H"
Avenue to "KL"

Provides a continuous N-S route
on the west side of the county by
connecting existing sections of
the road.

2

8th St. from I-94
to approx.l mi. s.
of I-94

Giving improved alignment of 8th
St. by removal of 2 right-angle
bends in existing alignment.

3

Romence Road at
U.S. 131

E. and W. sides of U.S. 131.

4

17th St.from Milham
Road to Shaver Ave.

To serve local N-S traffic in
Portage area.

5

"U" Ave. from 22nd
St. to 23rd Street

Better alignment by removal of
two rt.angle bends in existing
road.

6

36th St. from S.Co.
Line to "Y" Avenue

To provide a continuous N-S route
on the E. side of Co. which will
connect this area with arterials
and state routes.

7

36th St. from rt.
angle jog to E. at
S.end to "XY" Ave.

Removal of two rt.angle jogs in
existing alignment and same as
Section 6.

8

42nd St.from "P"
Ave.to "Q" Avenue

Removal of rt.angle jogs to provide improved alighment and form
a continuous N-S route in the S.E.
portion of the county.

9

"D" Ave.from 24th
Street to 27th St.

To provide a continuous E-W route
across the N.side of the county
and also to give this portion of
Kalamazoo County access to U.S.131
and to Richland as well as to N-S
primary collectors leading to Kal .

10

Colony Farm Rd.from
Parkview Ave.to S .
of U.S. 131.

Providing a continuous N-S route
on the far W.side of the City of
Kalamazoo.

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To permit through travel between

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�TABLE 3 CONTINUED
SECTION NO.

PURPOSE

NAME

11

One-way interchange at
B.R.131 and U.S. 131

Change one-way interchg. to twoway interchg.in order to permit
traffic leaving Kalamazoo on
B.R.131 to travel S. as well as
N . on U . S . 13 1 .

12

"Portage Expy." from
B.R.131 to Edgemoor
Avenue

To serve as a by-pass of the CBD
and to form the northern portion
of an expy.between Kalamazoo and
Portage.

13

Portage Rd. from Lake
St.to Whites Rd.

To improve Portage Rd.in order to
permit the heavy traffic flow
from Lovers Lane and Portage Rd.
to operate efficiently.

14

"Portage Expy." from
Edgemoor Ave.to Centre Avenue

To provide a transportation route
which will serve the heavy demands for travel between Portage
and Kalamazoo.

15

"Portage Expy." from
Centre Ave.to "X" Ave.

Connecting the south-central
portion of the county with the
"Portage Expy." and also for. travel between Portage and Vicksburg.

16

"P" Ave.from Westnedge
Ave.to Sprinkle Road

To provide a continuous E-W route
from Colony Farm Rd.thru Portage

17

"S.W.Bus.Loop"from Portage Expy.to Ravine Rd

To serve as a by-pass on the south
and west side and also to improve
access to West.Mich.University.

18

"N.S.Bus.Loop"from Ravine Rd.to 25th St.

To serve as a by-pass on the north
side and to connect the Parchment
area with state routes and routes
into Kalamazoo.

19

Sprinkle Rd.Extension
from Lester Rd. to "G"
Avenue (already constructed)

Serves as a portion of a by-pass
around the N.E. side and also completes a gap which gives a continuous N-S route thru the county
on the near east side.

20

"Northern Expy. "from
25th St.to U.S.131

To provide a high-speed fully controlled access route around the
north and east side which will
connect with U.S. 131.

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SECTION NO.

NAME

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-----------21

N-S Expy.E.of Westnedge To serve as a continuation of the
Ave.from "G" Av. to N.W. "Portage Expy. "in order to connect
Business Loop
it with the "Northern Expy."

22

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one-way Interchg.at
I-94 and B.L.94 on
the east side

Change existing one-way interchg.
to two-way in order to make travel
possible from B.L.94 outbound
to I-94 westbound.

23

"King Hwy.Ext."from
"Portage Expy."to Stadium Drive

II

To serve as an E-W route across
the southern oortion of the CBD
forming a continuous route in conjunction with King Hwy.and
Stadium Drive.

24

"S.R.43 Ext."from River- To serve as an E-W route across
view Dr.to Douglas Av.
the northern portion of the CBD
forming a continuous route by
connecting S.R.43 w/Douglas Ave.

25

"Douglas Ave.Ext." from
Alamo Avenue to Oakland Drive

26

Ravine Rd. from Nichols
St.to intersection of
Douglas Avenue and
Patterson Street

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To provide a continuous N-S route
on the west side of the CBD by
connecting Oakland Dr. and Douglas
Avenue
Same as Section 24

27

"H" Avenue from U.S.
131 to Nichols St.

Same as Section 24 &amp; Section 26

28

"King Hwy.Ext." from
"Portage Expy." to B.L.
94

Same as Section 23

29

Drake Road from "KL"
Ave.to W.Mich.Ave.

Same as Section 10

30

U.S.131 by-pass of
Schoolcraft from Little
Sugar Loaf Lake to S.
County Line.

By-pass Schoolcraft for purposes
of safety and travel convenience.

31

Relocated S.R.89 from
Richland to the NYCRR

Provide improved alignment of
S.R.89 and also permits by-passing
the center of Richland for reasons
of safety and convenience.

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�TABLE 3 CONTINUED
SECTION NO.

PURPOSE

NAME

32

Relocated S.R.43 from
the N.corp.limits of
Richland to its S.
corp.limits

By-pass center of Richland for
reasons of safety and convenience

33

Connector between
32nd &amp; 34th Sts.from
"J" to "K" Avenue

To provide a continuous N-S route
thru the center of the eastern
1/2 of the County.

34

Realignment of 34th
St.by connecting 34th
and "N" Ave.to 34th
and "MN" Ave.

Eliminates two rt.angle turns and
serves same purpose as Sec.33.

35

37th St.Connector to
I-94

Provides improved alignment of
existing connection between I-94
and Augusta Drive

36

Connector from 34th
St. and "Q" Ave. to
36th St. and "R" Av.

To form a continuous E-W route by
connecting "Q" and "R" Aves. and
a continuous N-S route by connecting 34th and 36th Streets.

37

S.R.37 from "C" Ave.
at E.Co.line to 46th
St. at N.Co.line

New location of S.R. 37

38

"Q" Ave.from 32nd St.
to Long Lake Dr.

To provide a continuous E-W route
across the south-central portion
of the county.

39

42nd St.between "S"
and "ST" Avenue

Provide improved alignment

information in regard to location of houses, industry, commercial
uses, etc.; and adjustments made in the usage of average costs where
this appeared equitable.
A total cost for construction and right-of-way for the thirty-nine
sections was estimated to be $33,324,000 and $15,650,000, respectively.
This gives a total cost of $48,974,000 and includes eleven interchanges.

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CONSTRUCTION COSTS
No. of
12' Lanes

*

Cost per Mile Cost per Mile
of Bit.Pav't.* of Con.Pav't.*

2

$105,600

$211,200

3

$158,400

$316,800

4

$211,200

$422,400

5

$264,000

$528,000

6

$316,800

$633,600

Based on $7.50/sq.yd. for bituminous
pavement and $15.00/sq.yd. for
concrete pavement.

7040 sq.yds.per 1 mile
12' pavement.
Diamond Interchange:
$800,000 (incl.bridge)
Grade Separation:
(24' County Road over
Interstate)
$200,000
$150,000
$350,000

Bridge
Approaches

TABLE 5
RIGHT-OF-WAY COSTS
R/W Width

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Acres/Mile of Road
Basic Values Used for
R/W Cost

66'

7.999 Acre

86'

10.424 Acre

Rural

$1,000/Ac

100'

12.121 Acre

Urban (low developed
or along RR)

$2,000/Ac

120'

14.545 Acre

150'

18.182 Acre

320'

38.788 Acre

Urban (intermediate
development)

$10,000/Ac

Urban (highly
developed CBD)$30,000/AC
Diamond Interchange
(avg. R/W)
45-50 Acres

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�TABLE 6
COST ESTIMATES FOR PROPOSED SECTIONS
SEC. FUNCTIONAL LENGTH
(MILE)
CLASS.
NO.
1.

2.

Sec. Coll.
Sec. Coll.

2 2/3

R/W COST
R/W
100'
100

1

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3

Sec.Coll.

1/2

120'

4

Sec.Coll.

2 5/6

66'

5
6
7
8
9

Sec. Coll.
Sec.Coll.
Sec.Coll.
Sec. Coll.
Sec.Coll.

2/3
5/6
2/3
1 2/3
1 1/2

SURFACE

( $)

66'
66'
66'
66'
66'

CONSTR.

TOTAL

( $)

( $)

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122,000 2-Lane
Bit.

282,000

404

12,000 2-Lane
Bit.

106,000

118,000 1

60,000 Bit.

350,000

410,000 ~

90,000 2-Lane
Bit.

299,000

389,000

5,000 2-Lane
Bit.

70,000

75,000

7,000 2-Lane
Bit.

88,000

95,000 ~

5,000 2-Lane
Bit.

70,000

75,000

'1

13,000 2-Lane
Bit.

176,000

~89

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12,000 2-Lane
Bit.

158,000

170,000 1

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Sec.Coll.

1

66'

11

I N T E R C H A N G E

12

Loe. Art.

3 1/3

120'

13

Loe.Art.

1 1/2

120'

6

14

Loe.Art.

15

Prin.Coll. 7 1/6

*

60,000*

120'
100

354,000 2-Lane
Bit.

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4,275,000*6-Lane
5,039,000 Con.
229,000 4-Lane
Con.
3,600,000*6-Lane
3,902,000 Con.
147,000 2-Lane
Con.

Figures represent interchange costs.

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106,000
500,000*

560,000j

3,200,000*
5,418,000 10,457,000
634,000

863,000

2,400,000*
5,779,000

9,681,000

1,514,000

1,661,000

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TABLE 6 Continued
SEC. FUNCTIONAL LENGTH
(MILE)
CLASS.
NO.
16
17
18
19

Sec. Coll.
Loe.Art.
Loe.Art.
Loe.Art.

2 1/2
5
6
3

R/W COST
R/W
120'
120'
120'
120'

20

Loe.Art.

7 1/3

120

21

Loe.Art.

3

120'

22

I N T E R C H A N G E

23

Loe.Art.

24
25
26
27

Loe.Art.
Loe.Art.
Loe.Art.
Loe.Art.

1 1/3

2
2
1 5/6
1 5/6

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100'
66'

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86'

28

Loe.Art.

1

86

29

Sec. Coll.

1/3

66'

30
31

*

Stwd.Art.
Loe.Art.

6
3 2/3

103,000
1,455,000
467,000
134,000

I

320'
120'

323,000
485,000
97,000
30,000
9,000

233,000
53,000

Figures represent interchange costs.
- 53 -

( $)

367,000

4-Lane
Con.

2,112,000

3,567,000

4-Lane
Con.

2,534,000

3,001,000

2-Lane
Con.

634,000

768,000

4-Lane
Con.

2,800,000*
2,349,000 2,741,000
1,267,000
53,000*

1,354,000
103,000*

4-Lane
Con.

563,000

886,000

4-Lane
Con.

845,000

1,330,000

2-Lane
Con.

422,000

519,000

2-Lane
Con.

282,000

312,000

2-Lane
Con.

387,000

396,000

1,350,000* 4-Lane
1,442,000 Con.
3,000

TOTAL

( $)

264,000

225,000* 2-·Lane
392,000 Con.
87,000

CONSTR.
2-Lane
Bit.

50,000*

100'

66

SURFACE

($)

800 ,000*
1,011,000 2,453,000

2-Lane
Bit.

35,000

38,000

4-Lane
Con.

2,535,000

2,768,000

2-Lane
Con.

704,000

757,000

�TABLE 6
SEC. FUNCTIONAL LENGTH
(MILE)
CLASS
NO.

R/W

32

120'

33
34
35

Sec. Coll.
Sec. Coll.
Sec. Coll.

2/3
1 1/6
2/3
1 2/3

Prin.Coll. 1 1/3

36

Stwd.Art.

37
38
39

Loe.Art.

1 5/6

Prin.Coll. 4 5/6
Sec. Coll.

T O T A L S

5/6

R/W COST
($)
19,000

66'

9,000

66'

5,000

66'

13,000

100'

16,000

320'

71,000

100'

90,000

66'

-

Continued

7,000

$15,650,000

SURFACE

CONSTR.
($)

TOTAL
( $)

~
~

4-Lane
Con.

282,000

301,000

2-Lane
. Bit.

123,000

132,000

2-Lane
Bit.

70,000

75,000

2-Lane
Bit.

~

176,000

189,000

2-Lane
Bit.

141,000

157,000

4-Lane
Con.

387,000

458,000

2-Lane
Bit.

510,000

600,000

I
I
I

2-Lane
Bit.

88,000

95,000

~
I
1

$33,374,000 $48,974,000

t

~

I•

-I

STAGING OF THE PROPOSED PLAN
After establishing the final form of the most desirable transportation
plan, it becomes necessary to determine at what stage of the twentyyear period of construction each segment should be completed. This
program would, by necessity, be somewhat flexible; but it would serve
as a general guide for the completion of the system. There are four
factors to be considered in formulating a schedule of priorities for
the different sections of the transportation network. Most important
of these is the determination of which sections will relieve existing
congestion and parallel the growth rates of the population and the
projected land use patterns. Secondly is the rate at which funds will
become available for construction purposes. In addition to these two
factors, it is necessary to coordinate the proposed projects with
others related to them and to ascertain whether there will be a sufficiPnt staff available within the involved agencies to implement the plan
according to the schedule.
- 54 -

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I

-I
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I

�-I
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With these factors in mind, a tentative schedule of construction has
been arrived at for the next twenty years and is shown in Table 7.
This does not specify which projects will be done each year, but places
the various sections in categories accordinq to the priority which they
should receive. There is no set order of priority within each category.
The sections are merely listed in numerical order according to the
numbering system assigned to map 14 . The categories indicate whether
the section should be constructed early in the program, delayed until
midway through it or given consideration only in the last stages of
the twenty-year period. The governing factor in the staging of the
plan is the degree to which existing circulation problems and those
which will arise in the immediate future will be alleviated by construction of the section under consideration. This is not to say that the
cost, manpower, etc. relative to the sections were not weighed; but
these are subordinate to . the primary objective of developing an efficient transportation system.
It is of no value to build a section for
which the present need is low merely because it is compatible with the
present budget, while a badly needed section is shelved until more
money is available.
If the development of land use patterns and population concentrations in the future fail to follow the lines which at
present seem the most reasonable to expect, it will necessitate a reappraisal and subsequent revision of the staging as it is now presented.
It is suggested that those projects ear-marked for the early stages
of the program be implemented as soon as possible even if they impose
a heavy burden from financial and administrative aspects. The con-'
struction of sections 12 and 14 as proposed during the earliest years
of the program creates the greatest financial strain on the funds available for the project. Their combined cost of $20 million accounts for
more than forty percent of the total cost due to the presence of seven
interchanges on these sections. For this reason it would appear desirable to delay this construction until the later stages. However,
the immediate needs to be served by these two sections and their interconnection with other early projects precludes such an approach. High
traffic volumes between Portage and Kalamazoo necessitate early implementation of section 14; while the key to relief of the east side congestion of the Kalamazoo CBD lies in the early construction of section
12. Other proposed sections within the CBD must necessarily follow
construction of section 12 in that their intended purpose could not be
served without it . The benefits to be realized from such early
implementation will more than equal the expenditures which must be made.
Even those sections scheduled for the intermediate period should be
completed as early as possible since they tend in general to augment
the early stages and cause them to provide their fullest benefits.
It is with some reservation that the suggestion is made that those
sections scheduled for the last stages of the plan might be postponed
until a later time than now expected if it is found that they create
an excessive drain on the available funds or manpower at that time.
There is no intention to convey the impression that completion of these
sections would be an extravagance. They are justifiable projects which
should be developed as soon as possible, but their value is not comparable to that of the earlier projects and so they merit less attention
than the more critical projects.
-

55 -

�TABLE 7
TENTATIVE CONSTRUCTION SCHEDULE FOR PROPOSED
1990 TRANSPORTATION SYSTEM
Sec.
No.
12

1970
Construction
Cost

Name
"Portage Expy." from B.R.
131 to Edgemoor Avenue

$10,457,000

"Portage Expy." from Edgemoor Ave.to Centre Avenue

$

9,681,000

"S.W.Bus.Loop" from "Portage Expy." to Ravine Rd.

$

3,567,000

"King Hwy.Ext." from "Portage Expy." to Stadium Dr.

$

886,000

"S.R.43 Ext." from Riverview Dr. to Douglas Avenue

$

1,330,000

"Douglas Ave.Ext." from
Alamo Ave.to Oakland Dr.

$

519,000

"King Hwy.Ext." from "Portage Expy." to B .L. 94

$

2,453,000

TOTAL CONSTRUCTION COST TO DATE

$

28,893,000

17th St. from Milham Road
to Shaver Avenue

$

389,000

One-way interchange at
B.R.131 and U.S. 131

$

560,000

Portage Rd. from Lake St.
to Whites Road

$

863,000

Sprinkle Rd.Ext. from
Lester Rd. to "G" Avenue

$

768,000

One-way interchange at I-94
and B.L.94 on the east side

$

103,000

14

17
23
24
25
28

4
11
13
19
22

TOTAL CONSTRUCTION COST TO DATE

- 56 -

$ 31,576,000

Anticipated
Date of
Completion

1978

1980

�TABLE 7 CONTINUED
Sec.
No.
3

10
16
18
20
26

27
29

1970
Construction
Cost

Name
Romence Road at U.S. 131

$

410,000

Colony Farm Rd.from Parkview
Ave.to S. of U.S. 131

$

460,000

"P" Ave.from Westnedge Avenue
to Long Lake Drive

$

367,000

"N.W.Bus.Loop" from Ravine Rd.
to 25th Street

$

3,001,000

"Northern Expy." from 25th St.
to U.S. 131

$

2,741,000

Ravine Rd. from Nichols Street
to intersection of Douglas Ave.
and Patterson Street
$

312,000

"H" Ave. from U.S.131 to
Nichols Street

$

396,000

Drake Rd. from "KL" Avenue
to West Michigan Avenue

$

38,000

TOTAL CONSTRUCTION COST TO DATE
1

I
I
I
I
I
I
I
I

2

5

15
21

$ 39,301,000

6th St. from "H" Ave. to
"KL" Avenue

$

404,000

8th St. from I-94 to approximately 1 mile S. of I-94

$

118,000

"Portage Expy." from Centre
Avenue to "X" Avenue

$

1,661,000

N-S Expy. E. of Westnedge
Avenue from "G" Avenue to
N.W. Bus. Loop

$

1,354,000

Anticipated
Date of
Completion

19 83

"U" Ave. from 22nd Street to
23rd Street

TOTAL CONSTRUCTION COST TO DATE

-

57 -

$ 42,913,000

19 85

�TABLE 7 CONTINUED
Sec.
No.
6
7

8

9

1970
Construction
Cost

Name
36th Street from S. Co. Line
to "Y" Avenue

$

95,000

36th St. from rt.angle jog
to E. at s. end to "XY" Ave.

$

75,000

42nd St. from "P" Avenue to
"Q" Avenue

$

189,000

"D" Avenue from Nazareth Rd.
to 27th Street

$

170,000

U.S. 131 by-pass of Schoolcraft from Little Sugar
Loaf Lake to S. Co. Line

$ 2,768,000

Reloc~ted S.R.89 from Richland to the NYCRR

$

757,000

Relocated S.R.43 from the N.
corp. limits of Richland to
its S. corp. limits

$

301,000

Connector between 32nd St.
&amp; 34th St. from "J" to
"K" Avenue

$

132,000

Realignment of 34th St. by
connecting 34th and "N" Ave.
to 34th and "MN" Avenue

$

75,000

35

37th St. Connector to I-94

$

189,000

36

Connector from 34th St. and
"Q" Ave. to 36th Street and
"R" Avenue

$

157,000

S.R.37 from "C" Avenue at E.
Co. Line to 46th Street at
N. Co. Line

$

458,000

"Q" Avenue from 32nd Street
to Long Lake Drive

$

600,000

42nd St.between "S" and "ST"
Avenue

$

95,000

30

31
32

33

. 34

37

38
39

TOTAL CONSTRUCTION COST TO DATE

-

58 -

$48,974,000

Anticipated
Date of
Completion

I
I
I
I
I

I
I
I
I
I
I

1990

�I
I
I
I

I
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I
I
I
I
I
I
I
I
I
I
I

FINANCIAL PROGRAMMING OF THE TRANSPORTATION PROJECTS
The total cost of constructing the thirty-nine sections of streets
and roads as shown in Table 6 is estimated to be 47 million dollars.
This estimate is made using present-day costs, and must be increased
to allow for anticipated inflation over the twenty years during which
the construction will be accomplished.
A rate of three percent per
year has been applied in making this adjustment, and the resulting
cost becomes 64 million dollars. This is felt to be a realistic rate
to assume when the trend in construction costs of the past ten years
is examined.
An average yearly cost would be 3.34 million dollars; but a more equitable approach would be to plan a yearly expenditure equal to onetwentieth of the present cost (or 2.45 million dollars) and an additional amount equal to the predicted inflation for that particular
year.
This means that the amount spent each year will be lowest in
the early years of the program and increase to a maximum of 3.7 million
dollars in 1990. It will be easier to budget the work with this schedule due to the fact that the amount of available revenues will be
greater for each successive year.
Federal funds will be available for portions of the proposed system
which are classified as Federal Aid Primary (FAP) or Federal Aid
Secondary (FAS) roads.
Fifty percent of the cost of such projects could
be financed by the Federal government.
It is possible that several
sections which do not qualify at the present time might be reclassified
and therefore become eligible for Federal funds.
Revenue from existing
sources and also from other sources not presently in use has been
estimated for the next twenty years.
This information, obtained from
the Kalamazoo County Planning Commission, is continued in pages 61 thru
64.
METHODS OF IMPLEMENTATION
Having chosen the most desirable transportation plan for Kalamazoo
County, it becomes necessary to consider the methods of implementing
the plan.
Development by a private agency would not merit much consideration due to the fact that all of the sections of the proposed
network form either arterials or collectors which, by definition,
are primarily for mobility rather than access to land.
A private
developer would be interested in construction of streets or roads only
if they provided access to land whose value would be enhanced when
served by local access routes.
There will definitely be projects of
this type financed by private concerns, however, such undertakings
are not the primary concern of this phase of the report.
The most feasible method of constructing the new or improved segments
of the network is through one or more governmental agencies whose
duties will include programming the work, obtaining plans or doing the
design themselves, awarding contracts, and inspection of the work.
Such an agency would also coordinate the implementation of the projects
between the diffe rent political subdivisions involved.
-

59 -

�I
ANTICIPATED REVENUES
Property Tax
In order to obtain some idea of the increase in revenues collected by
the property tax the following method was used:
From 1958 to 1967 an increase in assessed valuation occurred
in the amount of $72,656,445 or an average of $8,072,938.
Assuming that the average increase of $8,072,938 per year
would continue through the years 1975 and 1990, the following
level of assessment was determined.
For the year 1975, the
assessed valuation would stand at $324,293,224 which would
yield a revenue of $6,485,86-0 with a tax rate of 20 mills
per thousand dollars which is the maximum property tax allowed
presently under the Kalamazoo City Charter.
For 1990, assessed valuation would stand at $445,387,294
yielding a revenue of $8,907,740 with a tax rate of 20 mills
per thousand dollars.
Income Tax

In order to obtain some idea an assessment was made as to the leve~
of revenues that might be obtained should the City or County of
Kalamazoo implement an income tax.
Using data from Sales-Management Magazine, it was estimated that the
average per capita income was $3,145 in 1968. Assuming a population
of 110,750 in 1975, the total personal income for the city would be
$348,308,750. An income tax of 1% (not taking into consideration
deductions) would yield $3,483,087; a tax rate of 1.5% would yield
$5,224,631 in revenue.
In 1990, using the 1968 per capita income figure, the city's total
personal income would be $487,475,000. A tax rate of 1% would yield
$4,874,750 and a rate of 1.5% would yield $7,312,125 in revenues.
Past Trends in General Fund Revenue
The figures shown in the table represent the trends in General Fund
revenues for the City of Kalamazoo for the years 1963 through 1967.
Total General F1 1 nd revenue was analyzed and projected for 1975 and
1990, as well as two individual elements of the General Fund, including Property Tax, and share of state collected revenues.
Two other
sources of revenue were also assessed, Parking Fund and Water Department revenue.
A per capita trend in expenditures was determined for the years mentioned above and projections were made for 1975 and 1990, using the
per capita rates existing in 1967.

- 60 -

-I

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�Ill
Ill
Ill
Ill

BONDING SITUATION
CITY OF KALAMAZOO
LEGAL DEBT MARGIN - DECEMBER 31, 1967
State equalized assessed value-December 31, 1967
•

Limitation per Section 5.2074 of the Home Rule
Act of the State of Michigan • • . • .
LEGAL LIMITATION

Bonded debt - Statement IV.

•$

308,772,209.00

. . ---------.
10%

....$

30,877,220,90

• • • •$

15,100,000.00

Less:
Amount available in Bond and Interest
Redemption Fund for the retirement
of bonds . . . . . . . . . . . . . $

30,313.53

Bonded debt not subject to limitations:
Special Assessment
Bonds . . . . . . . . . . . $ 2,840,000.00
Revenue Bonds...
745,000.00 3,585,000.00 3,615,313.53
TOTAL BONDED DEBT SUBJECT TO LIMITATION ........ 11,484,686.47
LEGAL DEBT MARGIN ...... $19,392,534.43
Assuming that the limitation on bonding remains at 10% of state
equalized value and that state equalized assessed value is 18.8%
higher than city unequalized assessed value, as it was in 1967, the
following projections result:
For 1975, the state equalized valuation would be $385,526,035
and the ceiling for bonded debt being 10% or $38,552,603.
Figures for 1990 would be $529,120,105 in state equalized
assessed valuation with a 10% bonded debt limit of $52,912,010.

- 61 -

�Projected State Income Tax Revenue on a Per-Capita Basis for the
Years 1975 and 1990
In 1968, Kalamazoo County received $1,058,277 in revenues from the
state income tax.
Using the 1960 county population of 169,712 the
1968 per-capita return is $6.32.

1

Using the 1968 per-capita return of $6.32 and the estimated 1975 popu- ~
lation of 233,810, Kalamazoo County would receive total state income
tax revenues of $1,477,679. Again using the 1968 per-capita return of
$6.32 and the estimated 1990 population of 318,696, Kalamazoo County
would receive total state income tax revenues of $2,014,159.
,

I

.on -half of the yearl_y state income- "Gax....ravenue is reimbursed to the
_founty government, the other one-half is distributed to the cities,
villages and townships by population based on the 1960 Census.

I

I
Estimated Revenue Obtained from the State Sales Tax for the Years
1975 and 1990
The twenty-four municipalities making up Kalamazoo County received .a
total sales tax revenue of $1,850,311 in 1968, on a per-capita basis
this figures out to be $11.05.
Using the estimated 1975 population of 233,810 and the 1968 per-capita
sales tax revenue of $11.05 the total county would receive a sales tax
revenue of $2,583,600.
Using the estimated 1990 population of 318,696 and the 1968 per-capita
sales tax revenue of $11.05, the total county would receive a sales tax
revenue of $3,521,591.
The sales tax revenue is distributed to the differing municipalities on
a per-capita basis with the county government receiving one-half of the
total.

- 62 -

I
I.

I
I

�Estimated County Operating Levy That Could Be Collected for the
Years 1975 and 1990
Using the 1968 equalized base the county would collect $784,880 for
every mill assessed.
During the years 1963-1969, Kalamazoo County's average equalized value
increased by $31,653,921 per year.
Assuming this rate of increa.se
will continue, Kalamazoo County will record an equalized valuation
of $1,027,523,990 in 1975 and an equalized valuation of $1,705,050,425
in 1990.
The county operating levy is based on a rate of ~ 85 mills ] Multiplying the estimated equalized value for 1975 and 1990 by 4.85 mills,
Kalamazoo County would receive revenues of $4,983,491 for 1975 and
$8,269,494 for 1990.

Estimated Revenue Obtained from a 1% County Income Tax for the Years
1975 and 1990.
Based on data obtained from Sales-Management Magazine, the estimated
1968 per-capita income was $3,145. Using the 1968 per-capita income
and an estimated 1975 population of 233,810, total personal income
for the county would be $735,332,450. An income tax of 1% would
produce a revenue of $7,353,325.
Using the 1968 per-capita income and an estimated 1990 population of
318,696 total personal income for the county would be $1,002,298,920.
An income tax of 1% would produce a revenue of $10,022,989.

-

63 -

�TABLE 8
REVENUES - 1964
CJ)

~ G)

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[:rj

t"i

G)

CJ)

~

1-3

::i:,,

X

O"I
.i::,.

H

[:rj

1-3
::i:,,

::i:,,

CJ)

g;
t:l

t"i O 1-3
[:rj '1j

&lt; [:rj

~ ~

0
~

t"i

&lt;
HO

CJ)

[:rj

1-3 ::I1

CJ)

H
::i:,,

t"i

HH

z

CJ)

[:rj '1j
[:rj

'1j

G)

t"i O 0
i:rj

~

'1:lO

i:rj

C

~~
1-3 ~

Galesburg
Kalamazoo
Parchment.
Portage

::.:, ~ 1-:tj
[:rj ::i:,, [:rj

~

O~t:l

zc
z

t"i 1-3

0

0 0

;.O 1-3

H ~

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Z t"i C

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1-3

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X

MUNICIPALITY
Alamo
Bradv
Charleston
Climax
Comstock
Cooper
Kalamazoo
Oshtemo
Pavilion
Prairie
Ronde
Richland
Ross
Schoolcraft
Texas
Wakeshma

::U 1-3 0 0

0000

~

[:rj

[:rj

~~~
1-3

&lt; t"i

(/) [:rj

z

1-3

::I1

CH

H
0

[:rj G)

z

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3,501
68,162

772

446
98
58.327
8,514
227.677
265
544

7,201
7.848

17,505
7.755

4,209
1,824

910

4,827

291,479

Auausta
Climax
Richland
Schoolcraft
Vicksburg
COUNTY

88,884

2,808,194

~ ~___..- .- --

.. ... --

---

-

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,.•

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•

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.. .)

·•i~-·111~-

TABLE 9
REVENUES CJ)

:i::i
t"1
trj

CJ)

f-3

:i::i

:x:

O"\
Ul

:8 G"l

t"1 0 f-3

&lt; trj

0
~

~~

i--:::

CJ)

trj ttj
t:!j
HO
trj H

f-3

::r::

CJ)

z

ttj

trj :i::i
H CJ)
G)

f-3

tJ

:i::i

:x:

MUNICIPALITY
Alamo
Bradv
Charleston
Climax
Comstock
Cooper
Kalamazoo
Oshtemo
Pavilion
Prairie
Ronde
Richland
Ross
Schoolcraft
Texas
Wakeshma
Galesburg
Kalamazoo
Parchment
Portage
Auousta
Climax
Richland
Schoolcraft
Vicksburg
COUNTY

t"1

1965

trj ttj

~

HH

CJ)

&lt;

:i::i
t"1

t-1

o n0

trj ttj
trj

&lt;
i--:::

C:

~ ~

f-3 i--:::
H

z

G"l

G"l

:,:; f-3

n n

:,::J

:8

ITj

0000
:i::i
z ~
tJ t"1 f-3
0 ::0 f-3

n

:-i:,, trj
i--::: tJ

H

:;d ~

() :i::i

f-3

n n

H
tJ:j

zul

t"1 C:
f-3

f-3

H
".)

.

:,::J

i--:::

z

trj

t:i

trj

ttj trj
CJ)

&lt;
t"1
trj
z ::r::
C: H
trj

G"l

::r::
I

3,600
8,000

3.489
2R4

3,476

13.693
59.641
6,281
224.130
810
199

7,399
12.378
7.998

572
915
741

4.003
58 078

39,765
10,236

893

776
14,401
789,801
19 666
204,272

?q_f;c:;q

10 088
7,568
5,180
15.154
23,921
1,675,086

3,025,528

306,449

�TABLE 10
REVENUES ~G'l
t:x:l ;:i::,,

(/)

~

H Ul

G'l

t:x:l

::r:

(/)

~

a-,
O"I

MUNICIPALITY
Alamo
Bradv
Charleston
Climax
Comstock
Cooper
Kalamazoo
Oshtemo
Pavilion
Prairie
Ronde
Richland
Ross
Schoolcraft
Texas
Wakeshma
Galesburg
Kalamazoo
Parchment
Portage
Auqusta
Climax
Richland
Schoolcraft
Vicksburg
COUNTY

;:i::,,

8Z
t:l
f-3

f-3

;:i::,,

:&gt;&lt;

. 18,231
18,298
15,953
10,326
83,278
56,980
189.620
34_777
24. 6 40

t-◄

t:x:l

&lt;:

i--::

0 f-3
rrj 0
17:1 :8

::a z

;:i::,, (/)

f-3

::r:

z

1-rj

HH

t-◄

t:x:l

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1966
on

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3,501

3 005

224
14,858
70,748
6,208
341. 762
1-851
199

2,502
9,007
14,861
8,075

572
925
200
870

4,000
67.826

6,010
19,743
29,131
17,006
22,585
10,718
13,494
767.591
18.346
193,132

15,091
812,097
20,604
214,682

9.302
5,618
4,890
11,532
21,284

11,615
7,932
5,428
15,917
25,020

1,602,484 1,775,842

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1,705
25,876

26,353

3,151,569

45,534

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TABLE 11
REVENUES - 1967
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MUNICIPALITY
Alamo
Bradv
Charleston
Climax
Comstock
Cooper
Kalamazoo
Oshtemo
Pavilion
Prairie
Ronde
Richland
Ross
Schoolcraft
Texas
Wakeshma
Galesburg
Kalamazoo
Parchment
Portage
Auqusta
Climax
Richland
Schoolcraft
Vicksburg
COUNTY

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10 R71
9 186
3,121
12 136
17 845
16,959
2,563
15,373
825.564
20.969
231,361

9.584
5,788
5.038
11.RRl
21. 9 29

11. 818
8,077
5,522
16.377
25,464

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572
1.565
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1,850,324

3,341,415

5,281

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REVENUES - 1968
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MUNICIPALITY
Alamo
Bradv
Charleston
Climax
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Cooper
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Oshtemo
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Prairie
Ronde
Richland
Ross
Schoolcraft
Texas
Wakeshma
Galesburo
Kalamazoo
Parchment
Portage
Auausta
Climax
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Schoolcraft
Vicksburg
COUNTY

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11.923
96,157
65,792
218,945
40,156
28,454

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82,193
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9,116
2,955
12.907
18,044
17,220

17,478
975,855
23,761
278,242

10,741
6,486
5,647
13,315
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13.312
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Population
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155,000
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8,525,000

2,945,000

55

19

1975
Money
Population
Per Capita

12,625,500
110,750
114

6,091,250

2,104,250

55

1967
Money
Population
Per Capita

10,342,965
90,669
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1966
Mon~
Population
Per Capita

7

18

19

2

18

5,064,339

1,809,663

261,128

1,700,859

55

19

2

18

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89,469
86

4,342,956

1,768,415

262,014

1,706,079

48

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2

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1965
Mon~
Population
Per Capita

7,287,805
88,269
82

4,118,563

1,680,212

240,070

1,614,745

46

19

2

18

1964
Mon~
Population
Per Capita

7,375,883
87,069
84

3,794,503

1,572,223

213,679

1,612,682

43

18

2

18

1963
Money
Population
Per Capita

6,318,536
85,869
73

3,646,474

. 1,499,499

204,055

1,537,432

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LEGEND

·••*

KALAMAZOO COUNTY, MICHIGAN

- *
-•-*

1990
INTERIM

EXISTING INTERCHANGE

_.,...-~...

PROPOSED OVERPASS

EXISTING OVERPASS

••

SECTION LIMITS

'

Hie pre p o ta fl o •

wa1 f fnonciolly o ld •4 tll ,0 11119h o ful uol G rculf

fr o• 1111• D• p• r tMent o f Ho,u l" '

0 114 U r bo111

o f t llle Hoe1 h1t Act ol 19,, , u

••••••• •

-- -

•

KALAMAZOO

•

CLASSIFICATION CONSISTENT WITH

1••·

De • e lo p ••11 t, 11ul e r tiile Ur b o11 l'lo11 111n 9
.-.u h l o•c • ,,. , , • • , Oillt h of'iH4 .. ., Se c: 110 11 701

SECTION NUMBER

*

o f lllh pion

SECONDARY COLLECTOR

PROPOSED INTERCHANGE

.....___..

CONCEPT

PRINCIPAL COLLECTOR

PROPOSED CORRIDOR

....--....
..__

.~
.__,

CIRCULATION

LOCAL ARTERIAL

-•

-*

VEHICULAR

STATEWIDE AND REGIONAL ARTERIAL

METROPOLITAN

MICHIGAN HIGHWAY NEEDS STUDY

,

-·

COUNT Y

Prepa re d ay : SC HELLIE

ASSOCIATE S INC .

P LANNING

A D ivi, ion of

C LYDE E. WILLIAM S AND

A SSOCIATES IN C .,

COMMISSION

IN DPL S.

�</text>
                  </elementText>
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    <collection collectionId="62">
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                  <text>Wyckoff Planning and Zoning Collection</text>
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                  <text>Planning &amp; Zoning Center (Lansing, Mich.) (Organization)</text>
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                  <text>Wyckoff, Mark A.</text>
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                  <text>Municipal master plans and zoning ordinances from across the state of Michigan, spanning from the 1960s to the early 2020s. The bulk of the collection was compiled by urban planner Mark Wyckoff over the course of his career as the founder and principal planner of the Planning and Zoning Center in Lansing, Michigan. Some additions have been made to the collection by municipalities since it was transferred to Grand Valley State University.</text>
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                    <text>Travis Randolph- Interview by Ted Reyda
Date not mentioned
Transcriptionist’s note: TR= Ted Reyda. T= Travis Randolph
0:00 shuffles as mic is set up
0:03

T: It’s going to work in just a second? Where do you see the—ok. Right there. Ok. Cool.

0:09 TR: Uh, this is Ted Reyda, and I’m about to, uh, interview Travis Randolph, uh, and we
are at the old school house in Douglas, MI, and, uh, we can start any time you’d like, Travis.
0:25

T: Are you going to ask me questions?

0:28

TR: No. Unless you want

0:30

T: Oh. I thought you were going to be asking these questions

0:32

TR: I, I don’t have to

0:33

T: Oh.

0:34 TR: But, basically, uh, it’s your thoughts on the 50’s, 60’s, and 70’s. Now I know you
were here earlier than that. Your family’s been here for quite some time, but
0:43 T: Well, they, you know it was funny, I was thinking about it, obviously. Getting
prepared, and there were, I, I really have (pause) three lives here. Something like that, because
you know my grand parents, um, on the Randolph side were here. And my grandparent, my
grand, I never knew my grandmother. Sylvia’s mother
1:14

TR: Mmhm. The other side

1:15 T: But my grandfather, Sylvia’s father, had the big house at Silver Lake. So I had
Sylvia’s father with Silver lake, and my father’s parents were on Holland Street. So when I was
young, you know, up until 49 when my parents, my father’s parents died I, we would come. I
was born in 43, so I was you know, little. And we’d spend time here, and then time there, and
then time here, and then time there. You know, so it was back and forth, and back and forth, um,
my, my mother’s father died in 54, five years later, so we really didn’t come from the time I was
ten until the time I was, you know, from 54 until 61 we really weren’t here. That sort of thing.
Before that we were, and it was just, my memories are just childhood memories um, (pause) we,
uh, when we came back, it was essentially when we, my dad was transferred from Walkagon to
Joliet, and it, it was so much simpler to get here from Joliet then from Walkagon that we started
coming. And that was in 61. And its, how old was I then? Eighteen. Seventeen (throat clear) at
that time. And then it was just a two hour and ten-minute drive. You’d jump in the car, and you
were here in a couple hours. Um, and, uh, the um, so my memories summer time memories in
that time were from 61, until, uh, you know uh, 67 when we moved here full time. And

�3:25

TR: And here being where?

3:27

T: Saugatuck

3:28

TR: Yes, what address and

3:29

T: Oh, when we, you mean

3:32

TR: Yeah, the place

3:33 T: The place? We were, you know, the family home we call it the family pyramid, up, up
on Holland Street, 996 Holland Street. Which was, which was the Van Lewen (?) House, which
are, the two story part came from Singapore and was moved up in 1873, 74 winter. Um, the first
three Van Lewen kids were born in Singapore, and the other six were born in Saugatuck. After
1873, 74. It was my grandmother, my grandmother might have been the first one born here.
Come to think of it. Anyway, um, the um, so we spent the summers here, but you know, as I said
my mother’s father had died, had passed away in 1954. And so, uh, we were here in 61, pretty
much full time on the weekends. You know. On and off. Um, and in fact I spent the summer of
61 here, painting the house. Get, because nobody had been here, my, my father’s brother had
moved to Los Angeles, with his family. My mother’s sister had moved to Los Angeles with her
family. My mother’s sister had moved to San Diego, and we were the only ones left in the
Midwest. Everyone else was on the West Coast. And so we really didn’t spend much time here.
But it was only two hours away, after we moved to Joliet, IL, then it was, wed come up every
weekend. We had the boat here that sort of a thing.
5:26

TR: Yeah, what sort of boat was it?

5:27

T: It was, the old 210

5:28

TR: Ok

5:30 T: 30 ft, one designer. Which we originally kept up in Chessix, but we eventually moved
it down and anchored it in the river.
5:37

TR: There, there were

5:38

T: When they retired in 68

5:40 TR: There were a number of structures. Did you own the structures that were round to
the river? There was one torn down.
5:45

T: We bought that

5:46

TR: Ok.

5:48

T: And tore that down.

�5:49

TR: But you lived in one right on, uh,

5:52

T: On Holland Street. Right. The one on

5:55

TR: Did they, did you rent out the others?

5:57

T: Well, we didn’t own the other ones

5:58

TR: Oh.

5:59 T: Uh, you know, when it was all said and done, yeah, all the people that thought they
owned, uh property to the river discovered around, in the early 19, early 1900’s that they didn’t
own property to the river, to the water, and, uh, that property was quick claimed away by a
Chicago attorney and then sold off as cottages. And that’s how those cottages got in there.
6:30

TR: Ok. Ok.

6:32

T: On the back side of

6:33

TR: What year did you claim those, or buy those

6:35 T: Well let’s see, we, we, we bought the one (pause) must have been near around 65.
Somewhere in there, it came up. It was, it was really expensive. I remember that. It was (laugh)
$6500
6:50

TR: (laugh) You don’t get a garage for that

6:55

T: On the water! And then we, and then Mom bought the other one

7:01

TR: Yeah

7:01

T: From Marcelle Brook. After Marcelle passed away.

7:08

TR: And this point, from you said 65. You were about to go to college

7:10

T: Well, 61 I went to college

7:12

TR: Yeah. Oh. That’s right. Yeah.

7:14

T: In 61. So what’d I say? 61. Summer of 60 I spent here.

7:18

TR: Ok. Uh,

7:20 T: And then 60 I was, because I transferred high schools when we transferred from
Walkgeon to Joliet. I transferred high schools and that was half way through Junior year.

�7:28

TR: And you went to college, uh, yeah.

7:29 T: It was over a, the Winter, the Winter Break. Spent the summer here, summer of 1960.
Then went to Michigan, in uh, in Ann Arbor, and uh, my folks were transferred in 62. Two, you
know, when I was in the middle of my sophomore year. They were transferred to New Jersey.
And it was at that point in time where I decided that it was economically and realistically more
convenient to stop being an Illinois resident, and that rather than becoming a New Jersey resident
I became
8:05

TR: Helps tuition wise

8:06

T: A Michigan resident. Yes. But the tuition was better, all the tuition was $490

8:15

TR: Yeah, different

8:17

T: In state back then. Just 1300 out of state I think

8:20

TR: And you were playing football for a while

8:22

T: Well, momentarily, yeah

8:25

TR: Momentarily

8:25

T: Until I was injured (laugh)

8:27 TR: I don’t know if you want to make a comment. Sylvia did, Travis’ mother about
bringing some of the fraternity brothers here, for gatherings
8:35 T: Oh, we had lots of, lots of hoo-ha. You know, some of my memories would, would be
from going college which was in September 1961, running through 61 in, and those were, that
was the wild years. The, the early to mid 60’s
8:54

TR: The motorcycle gangs

8:56

T: The motorcycle gangs, the, uh,

8:58

TR: Concert time too?

9:00

T: Concert time was at the beginning of that. I think the first jazz concert was 1959

9:05

TR: Did you attend that?

9:06
one

T: Or 60. That’s what I wondered. I gave Ken a poster for, I had a poster for the second

�9:10

TR: Hopefully

9:12

T: So it’s in the collection somewhere

9:13

TR: Hopefully. Did you attend that concert?

9:16 T: No. But I did watch as my mother described it, it was raining out, um, at
Pottawattamie beach and Goshern Lake. And everybody was coming in to catch the bus after it
was over. We were having Sunday dinner in the dining room. And we looked out on Holland
Street and Mother said “it looks just like the confederates going home after the Civil War” (laugh
9:42

TR: (laugh) oh yeah

9:48 T: But it was, um, you know crazy things that happen. The memories are, um, I’m trying
to think of what year it was. Somewhere in there. These are all, these are all fragments. I’m not
sure of the chronological order is going to be. Um. there was one summer. I came up after, after
classes ended, and it was time to find a job for the summer. And I kind of hung, you know
looked around town to see what way going on and of course Tom Johnson had the Crow Bar.
Uh, at Coral Gables, and, uh, his manager was Frank Boggart. And I got talking with Frank, and
Frank said, “Why don’t you come and bus glasses?” So, and this was, this was before lunch. You
know work in the bar. Be a, be a bus boy in the bar. And I said ok. You know. I can do that. And
I left after making that date. And somebody said “What are you doing this summer” And I said”
“Well I was just talking with Frank” and they said “Why don’t you go and see Harv Buscer? He
needs someone to work construction for something they have, some project they have over in
Douglas.” So I looked up Harv Buscar, and Harv had just gotten the contract to build the first
new building in 20 years probably over at, at that time was Chase manufacturing which is the
Hayworth, Hayworth plant. And I believe it was the north building, it was, it was a great big, you
know, it was a big building. And it turns out that Chase had just gotten the contract, I think this
was 1964 or 65. Somewhere in there. They had just gotten the contract too for the dye cast, uh
headlight bezels for this new model they, Ford had introduced called the Mustang. [laugh]
11:46 TR: Oh boy!
11:47 T: And they had, they had to go, to jump quickly and build, uh, a building to put the dye
cast machine in that they needed to make the bezels and polish and everything like that, so. Let’s
see, I think it was Harv, Harv was there doing masonry. And then he had another mason. And I
was the guy who mixed the mortar and pitched the blocks
12:10 TR: By hand?
12:12 T: by hand
12:13 TR: Didn’t work with a machine
12:14 T: Well, they had a, you had a machine to mix the mortar, but you had to shovel
everything into it. And then you had to pitch blocks, and so we

�12:20 TR: Oh dear.
12:20 T: kept getting gloves from, from Chase. The guys, the folks that did the polishing on the
dye cast parts? All wore gloves. And so we’d get gloves to save our skin. And so we’d just pitch
blocks and that’s, that’s what the summer was. I ended up taking that job because it paid twice as
much as Frank did to bus dishes and glasses
12:40 TR: Did you have a car?
12:42 T: Oh yeah.
12:45 TR: Ok
12:46 T: I had my, uh, my old Volkswagen. And everybody had a Volkswagen then, right?
12:50 TR: Yeah. Well, I didn’t [laugh]
12:54 T: Well, in fact at that point in time I counted them up in our family. I think we had
seven. [laugh]
13:01 TR: The, uh, yeah. At what point did your parents come permanently?
13:05 T: They retired, um, in July of 68.
13:10 TR: Ok.
13:13 T: And Sandra and I moved up in June from Ann Arbor
13:15 TR: You didn’t mention that Sandra’s connection
13:16 T: What?
13:18 TR: Uh, you were engaged or married?
13:20 T: Oh. When did we get married? Let’s see. 66.
13:25 TR: Ok.
13:28 T: We got married in the summer of 66. Summer?
13:29 TR: And you brought her a few times to the area so she could see it?
13:30 T: Summer. Yeah. Yeah. She comes to the area and, uh, the, um, let’s see, the folks
retired in 60, 68. We bought the Elm Hotel which is what

�13:45 TR: Ok. Now being you and Sandra. Uh huh
13:47 T: Sandra and I, Sandra and I. But you know when, when Sandra and I came up in June
of 67 when I graduated. And I was working for Herman Miller and commuting from Ann Arbor
back and forth three days a week. Um, but what, so we lived in the house in 996 Holland Street.
And then the folks retired and they moved in, so all folks of us where in the house in Holland
Street. And we got along just fine. And then we ended up buying the Elm’s Hotel. 136 Butler,
which is right, it’s no longer the Elm’s Hotel, obviously. It’s, uh,
14:30 TR: Joyce Peder
14:41 T: Joyce Peder bought it, auction, and then they bought it and it became something else
and that’s where it ended up, which leaves, you know, that’s another crazy story, of, um, of the
summer time. Let’s see. We were there from 69 to 73. And one of those summers. Right in the
middle of summer. It was, you know, July, August. Somewhere in there. It was a beautiful night
and we were sitting on the front step. Right on the sidewalk, just watching people wander up and
down. It must have been 10:30, 11:00, 11:30. Something like that. And there was one fellow and
another fellow. One fellow was obviously very drunk. The other fellow was obviously holding
him up. They were working their way north on Butler street side walk on our side of the street,
the west side. And the, right out in the street there was a Volkswagen bus, mini bus parked with
some, you know that was the hippie time
15:45 TR: Yup
15:46 T: And in fact we rented to a head shop down stairs, which was very controversial in the
city. The old, with the elders. And in fact, it was, they said, at one time they said “you should not
rent to them.” And we said “Are they breaking a law?” They, we, they said “We don’t know.”
And I said “Well if you want to arrest them, we’ll stop renting to them.”
16:08 TR: Yeah
16:09 T: [laugh] It’s real simple. And until they, until you can, you know, prove that they’re
doing something, you know, it’s not practical or legal for us to not rent to them. So anyway, so
the head shop though bus was right out in front of the head shop. The guys were walking along.
And all of a sudden the other guy came from the other end. They were right in front of us. And
they all turned and went to the bus and grabbed the two or three guys, you know, up against the
bus, hand cuffs.
16:40 TR: Woah, what was
16:40 T: It was a drug bust!
16:41 TR: Oh my gosh!
16:42 T: The guy wasn’t drunk at all [laugh]

�16:43 TR: Oh he was just pretending
16:45 T: He was just pretending.
16:48 TR: Ah, the um, did you later you
16:51 T: So I think that was probably the summer of 64. Somewhere in there
16:54 TR: And some point you did shop there though
16:55 T: No
16:56 TR: No you didn’t?
16:58 T: Oh yes we did, come to think of it. We, that’s when we the, that’s when we converted
the porch on the north side, which I don’t think I’d be able to identify now, what do, what did we
call it? Celebrate was the name of the shop. Sandra, Sandra had decided to take a year off from
teaching. So she took a year off and after that she decided not to, not to go back, and we opened
the shop it was probably 6—[sigh]
17:38 TR: Obviously before you went to Europe.
17:39 T: 69, well, let’s see, we sold the, we sold the building to Joyce in 73, and went to
Europe in 73, so uh, that was probably 71. Something like that. And we had Celebrate, and, uh,
in fact I was still working with Herman Miller and, uh, I had, we had a source or, supplier down
in Columbus, IN. And I would go down to Columbus, and then, on the way back one, one day, I
took a tour in Brown County and stopped in, uh, Nashville, IN. And discovered a place called
grasshopper flats. These folks were jewelers, and I bought uh, a whole bunch of whole sale
jewelry and brought it back for our first inventory. And we just went on from there. And then I
became a jeweler
18:35 TR: Did not know that.
18:39 T: Yup. And it was, we had Marsha, Marsha Perry. Had sculptures and jewelry, and then
we got some paintings from some folks. And of course Sylvia’s stuff, and then it just sort of took
off and went. And we ran that until we sold the building and closed things up, and
18:56 TR: Yeah. I remember one amusing story of a renter upstairs and that always wore a
kimono or something like that
19:04 T: Well that was down stairs
19:05 TR: Oh, ok
19:06 T: They were, the fellow that owned the building that we bought it from was Frank Van
Analak (?) who had an antique shop across the street. Called Van Analak’s Antiques. And let’s

�see what else was across the street. Um. The shop. I can’t think what the name of it is now.
Anyway, and we bought the building from Frank. And he had a compatriot. A partner named
George. And they lived downstairs and Sandra and I lived upstairs. And what was upstairs was
eight hotel rooms which we gutted and turned into a real nice apartment. And George and Frank
lived downstairs, and George had this very short kimono, silk kimono with great huge gold,
goldfish and a quart goblet of beer and a cigarette holder. [laugh] He was, he was quite a fellow
20:08 TR: Yeah. And at what point did you um, then go to Europe?
20:15 T: Um, that was in 73. And, and that was, we went through the process. We sold the
building to Joyce, and um, we had sort of, um, we’d be ready to, uh, because Sandra’s, Sandra’s
father is from Denmark. Immigrated from Denmark, and she has lots of family in Denmark, and
had gone back and forth a number of times. And so we were going to go and settle in Denmark,
and unfortunately we arrived on the day of the Yom Kippur War
20:45 TR: Oh dear. Yeah
20:50 T: Um, which led to the oil embargo
20:55 TR: Became expensive
20:56 T: And not only became expensive, it became impossible to get.
21:00 TR: Yeah
21:01 T: And uh, the Europeans essentially went on a war, you know, World War Two footing
as far as no hot water. Things that turned the lights off. That sort of thing. And it was, Sandra’s
grandmother, we, we spent time with Sandra’s grandmother in Copenhagen. And she said it was
just like World War Two.
21:20 TR: Oh boy
21:22 T: You know no different. No different at all.
21:25 TR: I was just thinking, prior to your sailing experiences on Lake Michigan I remember
that when you were much younger that thought about sailing from Kenosha over to
21:35 T: Well we, that was the summer of 1960. The first summer we, no. Yes. It was the
summer of 1960, the year we painted the house a friend of mine from Walkagen came and we
spent the summer together in Saugatuck painting the house and working on the boat and half way
through summer we, you know, a couple of irrational kids [laugh] went out sailing and, uh, said
“Let’s go across the lake.” And we essentially went across the lake with a couple of apples and a
radio
22:15 TR: And the radio was for what reason?

�22:18 T: Direction finder. We could rotate the radio and null in and we knew that when we lost
the signal we were aimed right at the tower, and we knew what the tower was. So we sailed
across. We were going to go to Walkegon, but the weather changed and we ended up going to
Kenosha, and stayed there overnight, and then sailed down from Kenosha to Walkegon and spent
a few days in Walkegon and then
22:45 TR: What was your family’s uh, reaction to that
22:49 T: Well they were speechless so to speak. And then we sailed down to uh, Chicago. This
was when, back then, they had a Chicago Saugatuck race. And so we sailed down to Chicago and
picked my dad up in Chicago. And he brought the compass. It was handy. It wouldn’t, you know,
the radio was not dependable enough.
23:10 TR: Batteries and things yeah.
22:13 T: So he brought the compass, and then we sailed back from Chicago to Saugatuck. And
had lots of fun
23:20 TR: Oh yes, uh, adventures, adventures of youth, uh. What’s the earliest, age was, do you
think that you were ever here?
23:30 T: Well. As I said, I, you know. Came as a baby
23:37 TR: From both sides. That’s what I thought
23:38 T: as a baby. Uh, on both sides. You know, we came a lot. We came fairly. We came for
a couple weeks every summer from as early as I can remember until 1949. My grandmother died
in, gee, I think it was April of 49. And, uh, she had a series of strokes. And I never saw her out of
bed
24:04 TR: Wow. That’s an interesting memory, that’s wow.
24:07 T: Yeah. I never saw her saw her out of bed. She was always in the front room in bed.
And, uh, the antiseptic order.
24:15 TR: Yes
24:16 T: Was intense. But that was, that was, you know, an unfortunate phenomenon. And, uh,
my grandfather, her husband, um, Loring Randolph, um, died I think it was in July of 49.
Apparently some folks accused, said it was food poisoning, and others said he just was alone and
didn’t have the need to go on.
24:45 TR: Yes. Alone. All that. Oh. When you came with your, some of your fraternity
brothers, what, what things did you do?
24:53 T: Well, let’s see

�24:54 TR: You had the sailboat here
24:54 T: We had the sailboat here
24:57 TR: That only took so many people
24:58 T: But you know, we didn’t have that many fraternity brothers, um that were a part of the
gang. We used to do things like drink.
25:07 TR: Uh huh. Water? [laugh]
25:08 T: [laugh] Um. And we used to have Grand Prix racing.
25:10 TR: With the sailboats or with cars?
25:14 T: No, with my Volkswagen from the front yard into the backyard and the backyard into
the front yard.
25:20 TR: Oh my gosh!
25:22 T: [laugh]
25:23 TR: There was a cottage there so you wouldn’t have gone in the river
25:27 T: We wouldn’t have gone into the river. But we, we used to race the Volkswagen out of
the front yard and into the front yard. Um, one summer, one night I recall, um, somebody
brought fireworks, and we were shooting them off in the house. And the police came to the front
door and said “We’ve heard reports of shots” and I stood there at the front door, the screen door,
and I said “No, I haven’t, we haven’t heard any shots.” And the wind was out of the west like it
typically is. And of course the fire cracker smoke was going out through the screen from around
me and around the police officer [laugh]
26:14 TR: And what police officer was it?
26:15 T: Oh, I don’t know. It wasn’t Lyle.
26:16 TR: Ok. It wasn’t Lyle
26:18 T: It wasn’t Lyle. It was, it was, one of the summer fellows.
26:20 TR: Yeah. There was the summer things so they, so you would cook there, or go to
restaurants
26:25 T: We’d, we’d cook. Oh! Best hamburgers in the world were at the Redwood.

�26:30 TR: Redwood? Where was that located?
26:32 T: The Redwood is, uh, was a drive in that was over in Douglas, um, what was the, the,
she just died. The gal who owned it, um, cross, the, it was across the east side of the street from
Chase from Hayworth
26:45 TR: Ok. Yeah. Oh yeah
26:47 T: Um, but right in back. Way in back. In fact I was looking at it, at it, at it, uh, a couple
of days ago on Google Earth, and you can see in, where the canopy parking spots
27:04 TR: Oh, so it was a drive in type thing? Oh wow
27:06 T: Yeah, but they had they had really, really good hamburgers. I used to eat the
hamburgers a lot
27:15 TR: Did you ever go to the Rootbeer, uh
27:17 T: Oh yes. Nicki’s!
27:18 TR: Nicki!
27:19 T: Nicki used to run the food service and Nicki used to work ther
27:20 TR: Yes, and Nicki was an attraction
27:24 T: And we, we, we’d get foot longs and hot dogs. Or foot longs and rootbeer, and had
great fun
27:34 TR: What, I, I heard was that she was also the some of the joy was going there because
she was very much voluptuous young lady
27:40 T: She was a draw. She was a draw [laugh]
27:42 TR: Yes. Right. Um, the, um, did you go to the beach? Or anything like that?
27:50 T: Oh, sure, we’d go to the beach. What else did we do?
27:53 TR: They, they were, I
27:58 T: We just, we just had endless parties
28:02 TR: Ah, and that
28:04 T: That was ,that was pretty much it was, the when you were here it was an endless party

�28:08 TR: Right. Until you got engaged and got married and things changed
28:13 T: Then things changed. Hopefully. They’re supposed to, right?
28:18 TR: Yeah. The, um, the, most of the people that partied with you were from Ann Arbor,
not the, you know, did you get to know the local people also your age?
28:25 T: Well Pete, uh, Peter Curtis, who was a bar tender. You know the whole Curtis clan,
Pete was a resident, local resident, but he had cousins that were, uh, Curtis’s from St. Louis.
Then they all lived by Clear Cove.
28:40 TR: Yeah, did
28:43 T: And so there was there was that bunch and the Collins, Collins’s, and
28:48 TR: The Pavilion was still there
28:52 T: The Pavilion burned down Friday, May 6, 1960.
28:55 TR: Ok.
28:55 T: And we were driving up from Joliet. And we could see the light in the sky, um, just
north of South Haven.
29:04 TR: Woah.
29:05 T: And the closer we got the brighter it got. And that was just you know, after sun set
29:14 TR: Wow, what, well
29:15 T: In May, so that was
29:18 TR: Brightest spot on the lake and it went out that way.
29:20 T: And, I, it was, it was an amazing thing. It, there was, you know, the one, it’s a shame
we never got the chance to get an oral history from my dad
29:31 TR: Yeah
29:32 T: Because he was, uh, let’s see, the Pavilion was built in what? 1909?
29:38 TR: Yes. I think
29:38 T: Something like that. And he worked, he was born in 1903. Yes. 1903. And he and
Dode Wilson used to do the electrical maintenance there when he was a kid. So that would have

�been the teens. Somewhere in there. Late teens. And he would talk about about he used to climb
up the arches and change the light bulbs [laugh]
30:07 TR: Oh boy. Oh boy. The uh, if you cooked at home, where were the grocery stores?
30:10 T: Oh. Fen, where was it?
30:15 TR: In Douglas or downtown Saugatuck?
30:19 T: In Douglas, in Douglas, it was, um was it Van Harten’s? Or was that, was that
Fennville?
30:25 TR: I’ve never heard of it.
30:28 T: It was in Douglas on the north side of the street. Where, where they had the fire.
Across from, right across the street from, uh, the ballpark
30:40 TR: So there wasn’t a super valloo or anything like that
30:42 T: Oh no, no, that wasn’t there. There was nothing there then
30:45 TR: But Saugatuck didn’t have any little groceries? Or anything?
30:48 T: At that time?
30:50 TR: Yeah. No?
30:50 T: I don’t recall any. There might of, uh, you know there might have been. I don’t think
so, Ted. I don’t think so. That seems hard to believe, but the middle of the block, where Funks
was, was Funks. And I think that was a grocery originally. And then on the corner the uh, where
Larry is Pumpernickels was a grocery. But that was not a grocery then I don’t think
31:20 TR: I’ll be darned.
31:21 T: I don’t, you know, one of things that was really nice, the bakery in Douglas. There
was a Douglas bakery that was on the north side of the street. Um, you know, right across from
everyday people and then down a couple of doors. It’s probably right about where Wild Dog is
now. Somewhere in there. They used to have
31:42 TR: So it was breads and doughnuts and sweets?
31:45 T: They had an almond coffee cake
31:50 TR: Oh boy

�31:51 T: That every Sunday everybody in the township would stop and get an almond coffee
cake and go home and have breakfast with the almond coffee cake. It was out of this world
32:03 TR: Ah. The, uh, when your mother moved here, of course she attended the Christian
Science church. Did she make you go or anything like that?
32:10 T: No. No
32:11 TR: No? She was fine with it
32:14 T: Not really. It was always uh, you know my father was brought up in the church,
Christian Science church
32:22 TR: I did not know that
32:25 T: The well, the Randolph’s. The Fitz Randolph’s had, had a, the ones that came from
England in the 1600’s, they, uh, ended up being the first generation ended up, they uh, founding
the seventh day Baptist church in North America. Which was just beginning in England. So there
was this fairly strong Baptist hook in the family, um, but my father and his parents were
Christian Scientists. In fact, my parents met at the Christian Science Church in college. That’s
where, that’s where they met, going to the Christian Science Church
33:12 TR: And did, was there one existing in Saugatuck at that time, or was it in Fennville?
33:18 T: No, it was in Saugatuck
33:19 TR: Saugatuck, ok.
33:20 T: It was, it was, I think the church that’s on the village green on the south, uh, I, uh, was
built in the 20’s.
33:32 TR: I think yes
33:33 T: Something like that.
33:34 TR: The, uh, whole, you know, uh, gentrifying, I guess term, of making it look more
fashionable. Cleaned up the city hall and all that. But do you remember when, next to the
Christian Science, the hotel Casa Blanca burned.
33:50 T: mm hm.
33:53 TR: So, I know Slyvia
33:54 T: I was, I was at work in Zealand
33:57 TR: At the bar. Oh. In Zealand, oh! Herman Miller. Ok

�33:59 T: Yeah. That was, that was, oh.
34:00 TR: Well I know Sylvia mentioned that
34:09 T: It was 67 or 68. Somewhere, or 66, 66, or 68. Somewhere, somewhere right in there
because I got to work and somebody, somebody was, or I was at work and somebody said “Gee
there’s a hotel burning in Saugatuck.” And I said, because we had a hotel [laugh] so I quick got
on the phone. They said “No, no. It’s not the Elms. It’s the, uh, the Casa Blanca.” [clear throat]
34:34 TR: And Sylvia, as I remember, said they were splashing water on the Christian Science
and saying whatever they had to say because the walls were really hot
34:42 T: Yeah the walls were, the walls were hot. Yeah. The, um, the um, that’s in, Saugatuck
has been lucky. God! What luck! To go through what this series of fires between, and I’m sure
there’s others that I don’t know about because I hadn’t been there that long, but you know there
was a hotel down, there was a hotel down, a wooden hotel down where Ship n’ shore is now. I
think that burned, and the city didn’t burn
35:10 TR: Quite possibly. Yeah
35:14 T: There was, oh, there was the Pavilion, and the city didn’t burn
35:19 TR: Some cottages did across the river, yeah. I know
35:24 T: There was the Casa Blanca. And the house next door, but the city didn’t go. And there
was the house behind the house behind the Elms that we owned that burned. On Halloween. And
the city didn’t go
35:42 TR: I guess it’s meant to be.
35:45 T: We’ve had a combination of good firemen and good luck that the city and all of its
wooden buildings are still here.
35:53 TR: Do you remember the fruit growers’ bank?
35:56 T: Of course
35:58 TR: They, they tore it down.
35:59 T: They tore it, in fact I got a lot of brick. That’s where all the paving bricks when they,
then
36:03 TR: I know those bricks.

�36:08 T: When they tore it down I got a whole bunch of bricks and tore all the mortar off them
and did all the paving for the Elm’s hotel. Cause it was right there on the corner where the rose,
rose garden is.
36:18 TR: Yes. Just across the street more or less
36:20 T: Yeah. Just across the street. So I’d take the wheel barrow over there and pick up
bricks and bring them
36:27 TR: The, um, the , what year was the, did the buyer tear down the upper stories of the
hotel?
36:32 T: It was early. It was fairly early I want to say it was, maybe, you know, maybe 63, 4
somewhere
36:40 TR: Yeah. Because I have a picture that just shows the side of it and cars around it
seemed to be early 60’s yeah. So
36:48 T: Yeah. It was somewhere in there.
36:52 TR: Which, I guess, it just wasn’t economical to
36:55 T: Well, you know my grandmother, my grandfather, Ben Lewen Martinez, who was the
one who lived who worked at Singapore was a sawyer in the mill. One of the mills. And they
moved the house up on the ice winter of 73, 74, to where it is now on Holland Street
37:15 TR: 18
37:17 T: 1873, yeah. 73, 74. And added on to it within a couple of years because they had this
family that was growing like Topsy. He had, he had farms out around the area. In fact, he had
one on what’s the street that runs to the Dug way? Or runs to the entrance to the
37:40 TR: Oh it’s the Dugout road?
37:42 T: No, it’s not the Dugout road, but is that 136th that runs by the Pumphouse gym and
back towards Dennis’ entry, driveway entry?
37:52 TR: Yeah.
37:53 T: I think it’s 136th. Um, avenue. Avenue. In Allegan County. Um. He had a couple
farms out there.
38:08 TR: And growing produce or whatever
38:08 T: I don’t know what he grew, but yeah, he must have grown produce or something. He
was kicked by a mule and got blood poisoning. And died at age 50

�38:20 TR: Oh boy
38:21 T: So that left, you know, that left his wife Margaret Boss. Just as an aside, there was,
there was a mass wedding in mid December. I think it was December 15th 1868 where there,
there were numerous young couples who got married. All Dutch. You know
38:48 TR: More economical maybe? [laugh]
38:50 T: Well, well it was, the Civil War was over. You know. So it was time to get on with
everything with life. Etc. etc. Etc. And, uh, they had, there was this mass’ wedding of, and one of
one of those couples was Martinez Van Lewuen, who at that time lived at Singapore, and
Margaret Boss who was from Zealand. And they got married and moved into a company house
in Singapore and started their family, which you know. So they got married in December 68. The
house was moved in 74, call it that way, so it’s five years or so. Something like that. And they
already had three kids in Singapore, and the house, and he came over in like 1854. Let’s see he
came over in 1864, and he was 10 years old or something like that. So he may have been, so
anyway, he, he, he, he, he was killed got blood poisoning from the injury with the mule and died
and left her with 9 kids and she, Margaret Boss, um, did the laundry in the Butler hotel
40:07 TR: Woah. Yeah?
40:10 T: She was, she that was the job she had because she couldn’t farm
40:14 TR: Support, yeah
40:15 T: And she, and, uh, so she worked, worked all the linens in the Butler
40:20 TR: So all those people. Yeah.
40:21 T: All those people. Stories that are gone
40:26 TR: I don’t know if you want to mention because I don’t know if you were joking or not
about the house on Holland Street when you changed walls and things that there seemed to be
some of the relatives telling you things

40:40 T: [laugh] No, I clearly remember that, but you know, I suppose you can be crazy.
40:48 TR: No
40:48 T: One day I woke up and was laying there in bed all of a sudden I heard this voice. And
I looked out into the into the other room. And there was my grandfather. And he said “I want you
to stop using the trapdoor in the kitchen to get into the basement and reopen the outside
entrance.” And I immediately got up and opened the outside entrance. And that was the end of it.
I’ve never seen him again

�41:17 TR: That was, who knows why
41:18 T: Who knows why
41:19 TR: The messenger was there
41:21 T: Yeah the message was there. And apparently he wasn’t comfortable with that.
41:28 TR: So that
41:29 T: entry. He liked the outside entry
41:31 TR: property, the property on Holland Street was empty. You didn’t have to tear
anything down to, when you brought the house from Singapore?
41:38 T: Well there was nothing there. It was vacant property
41:39 TR: Oh there was nothing there. But what the cottages on the river behind it
41:44 T: They weren’t built for another 40 years
41:45 TR Oh, it was after when you guys were, ok
41:47 T: They moved the house in the 1870’s and the cottages along the river weren’t built
until the 1910’s and 20’s
41:51 TR: That’s what I thought, yeah
41:53 T: So there was nothing there. You know, it was, it was empty, there was, and in fact it
was really empty because there were no trees.
42:06 TR: Really?
42:07 T: They cut everything down to ship back and rebuild Chicago
42:10 TR: But that, wasn’t the stable
42:14 T: Chicago, the Chicago fire was October 8 and 9 1871, which happened to be, it wasn’t
just Chicago. The Petshigo fire was the same day. Southern Michigan burned from Manistee all
the way to the thumb.
42:28 TR: Yeah. Holland. Yeah
42:28 T: All the way across. The Holland fire. If you look at there, I was, there

�42:32 TR: We were saved I guess by the water. Surrounded by so much water who knows?
42:38 T: Who knows?
42:39 TR: Fate. Whatever. Lucked out
42:40 T: Just, who knows. We lucked out yeah, but there was there was an incredible there was
a huge drought going on for a couple of years. And there was this tremendous low pressure area
that developed. It ran from San Diego to, to um, Toronto.
42:58 TR: Yeah. Dry as a grave
43:02 T: Just a great counter clockwise circulation that accelerated and accelerated and
accelerated. And the whole thing started out a couple days before that. Before the 8th. It started
out as prairie fires. In Kansas. And the prairie fires
43:18 TR: By lightening or something most likely
43:20 T: Probably. Or spontaneous whatever. But it all, everything moved toward Chicago.
And of course the prairie ends right there, right there at the western limits, and just went on
through. But of course that was the era of building railroads and you know when you got into the
woods like we had in Michigan or we had in Wisconsin, they, they were making ties and tressel
beams. And all they’d do is cut a tree down, top it off, take the heads off
43:52 TR: Off of, yeah
43:53 T: and leave a stack of trash the log would leave and just turn into
43:57 TR: Yeah. It was just waiting. Tragedy
43:58 T: Just, you know 2500 people died in the Petshigo fire
44:04 TR: I know. Worse than Chicago or anywhere else
44:05 T: Oh yeah. It was crazy
44:07 TR: They rarely talk about that
44:07 T: So that was October of 71. Well the next thing was next, the following spring was,
you know, everybody went out and started logging and making shingles and 2X4’s, well, they
didn’t have 2X4’s. But shingles and studs. 2X4’s weren’t invented until 1920. [cough] and the
shipped them back to Chicago, well by 1973 the white pines were gone in southern Michigan.
They closed the mills and the mills, the main mill, that was in Singapore
44:38 TR: went up

�44:42 T: Went up to, uh, the Northside of the strait. What is, what is that?
44:44 TR: St. Ignace yeah.
44:45 T: St Ignace! St. Ignace.
44:46 TR: But at some point too they were stripping all the hemlock bark for the tanneries. I
understand
44:52 T: Yes. That’s true too. So white pine went to construction and hemlock went to
44:58 TR: It’s no wonder why Mt. Baldhead started moving
45:00 T: Exactly
45:03 TR: And they feared it was going to dam the river and flood the town
45:04 T: yeah. Well, you know the interesting one was the family always used to talk about
going and looking for Indian Beads. We called them Indian Beads, because they were Indian
Beads but what they were was fish vertebrae. That would show up and you know fish would
wash up on the beach and then eventually, well there was a huge sand dune just on the west side
of the basin.
45:34 TR: Yes because Sylvia once, your mother once showed me pictures, I said “I do not
recognize”
45:38 T: It’s all gone
45:41 TR: Yeah. And it’s, I, I
45:43 T: It blew away. There was a huge sand dune there and, and of course when they put the
entry in I think they straightened out instead of going
45:54 TR: Yeah. Turn of the century
45:55 T: to the oxbow and out where the pilings are down at the beach, they uh, I think they put
that in in 1907. Somewhere in there
46:04 TR: It was just at the turn of the century. Yeah. And that amazed how that filled in and
blocked that, that other channel. Like in a couple of winters
46:15 T: Well, it also depends on what the lake level is. Because I’ve gone in there with
outboard from the oxbow in the river.
46:24 TR: I’ve we’ve went in with a canoe one time when it was high

�46:25 T: Canoe. Canoe. I went in with an outboard once.
46:30 TR: Did you always have stairs down to the river, well, you didn’t own the property
46:32 T: of some sort. We didn’t own the property but
46:36 TR: They let you repairing rights or whatever
46:38 T: Well people are always claimed they had a, a, you know, and easement, but when it
was all said and done there was no easement. But, uh we always used to go down there and come
and go.
46:52 TR: Of, of the families now, how many of them can you say some relatives still live in
the area? Obviously
46:59 T: Of, uh, what families? My family?
47:03 TR: Your, your, your family no. But of that of that area of the 50’s and the 60’s, how
many families are still here do you think? Of some relatives that have stayed? The Randolph’s
have obviously stayed over yeah.
47:16 T: The Randolph’s are around, yeah.
47:20 TR: Because I’m a new comer
47:22 T: You’re a new comer. Ted, you know a lot of people, there are a lot of people that are
next generation. That, that, that continue and beyond next generation
47:30 TR: Yeah. You look at the cemetery. Yeah. Like the Divines that built my house
47:30 T: And into the third generation.
47:38 TR: You go to the cemeteries and you see all these names and oh wow. I’ve heard that
name. And I wonder if those are still relatives or what. That type of thing.
47:45 T: Mmhm. No that, there are, there are a lot of them here.
47:50 TR: yeah. The uh
47:52 T: Unfortunately, the, you know, some families just came to a halt, of course, but not that
many people moved away. This is an awfully nice place to live [laugh]
48:02 TR: Well, geographically I know. RJ always complained, you know the Kalamazoo lake
is going to silt up and you’re not going to be able to use it. We still have that beautiful lake out

�there, and I don’t know how much you can destroy Lake Michigan. You know. Some people try.
Geographically, it’s a gorgeous area with the parks that we have. Wow. I can’t
48:20 T: The parks the cultural attributes. Terrific
48:28 TR: I’m just amazed at all the buildings in Douglas going on and the con, you know the
condos. Just you know, in Douglas. Just continuous. You know, wow. They, I don’t know how
desirable it is to live in Holland, but we’re so close. You commuted
48:47 T: Oh yeah. It’s only ten minutes away
48:48 TR: You commuted to Herman Miller, and uh, it’s a lot nicer than place in Holland for
sure [laugh]
48:56 T: [laugh]
48:57 TR: And, uh, I, uh, can you think of any other little incidents or whatever
49:08 T: The um, I’m sure it’ll come, it’ll come, there’ll be things that I
49:13 TR: Yeah. Later. What was Sandra’s, your wife’s, uh, your future wife’s uh, impression
of Saugatuck.
49:23 T: Oh she loved it. It was, yeah, you know
49:27 TR: Yeah. You didn’t have to really talk it up or anything like that
49:30 T: Well, she’s a Detroit gal. You know
49:31 TR: Yeah. Suburbs and
49:34 T: And it was
49:35 TR: A bit rural
49:36 T: huh? It was a bit rural. And you know amazingly, what’s incredible now, it’s over. My
daughter was here with her family
49:43 TR: From New York City
49:44 T: From New York. Uh. Just over the fourth. And she said “you know, you forget about
how for a town, or for a community like Douglas and Saugatuck that is technically a very small
community” You know we’re two thousand people
50:07 TR: yes. It’s getting less and less population

�50:09 T: There is an amazing amount of culture here. And there, you just can’t run out of stuff
to do. It’s very difficult. You know. It is a very desirable place to live.
50:25 TR: You’re on the board now of the SCA
50:28 T: Center for the arts. Yeah.
50:30 TR: Yeah. And, uh, I remember I though, how are they going to justify all that. But they
have. Just like the historical society which now is called the history center. How it’s grown. And
it just amazes me. The willingness of people to, to give back to the community, you know. In
some way
50:48 T: Well, you know, and we have this, this, uh. It’s like Chris. Chris, Chris lives here.
Chris is not a resident. Right?
50:55 TR: Mmhmm. That’s the majority of the people
50:58 T: He’s a resident of Palm Springs. I saw the California plate. And there’s so many
people that have this attitude that this is an incredibly nice place to be between May and October.
And it’s so true.
51:20 TR: Yeah. But winters can be interesting if you’re not commuting and things that. The
cross country skiing we’ve done and all that. That stuff, but uh
51:28 T: We just, we just need to get some more young people. More young people and that’s
all. But then of course then the cost of real estate’s that they’re not going to be inside the city.
They’re going to be outside the cities
51:38 TR: Yes. In the township or yes. Prices, just
51:45 T: [laugh]
51:48 TR: Just amazing. Yeah. Uh, do you think that Barret, your son, will stay in the area?
51:52 T: Yeah. Yeah
51:54 TR: He, he’s happy working for Herman Miller like you did, and, you think there’s any
chance he’ll, what do you think he’ll do with the properties. Have there been conversations about
that or will Barret continue on with something, or you don’t know or just?
52:12 T: I, I, I dare say that, well the problem is we’ve got Holland Street, we’ve got River side
Drive, and we’ve got Mason Street. Mason Street is commercial, and Sandra has to decide what
she wants to do with that. Holland Street is the family pyramid and that’s place for anybody that
wants to come and stay, and
52:32 TR: Yeah, but

�52:34 T: I don’t see us selling Riverside Drive and moving to Holland Street. I don’t see that
happening, but I don’t see us selling Holland Street.
52:40 TR: No. No. But what about the works
52:42 T: Oh the works
52:43 TR: and all of that
52:44 T: Oh that’ll get bulldozed someday, and we’ll put up a new place. A studio for an artist
and sell that. Something like that
52:52 TR: Ok. Yeah. Around your
52:54 T: But that’s priceless too because now it’s, now it’s surrounded by conserved land.
52:59 TR: yes. I was going to bring that up. We’ve all hiked through there. That, that’s a
wonderful gift back to the community is that. And that’s why Riverside Drive people are tearing
down houses and building bigger, and I guess better for them. Yeah
53:16 T: [laugh] And of course we’ve got to protect because we bought the most, you know.
We own the, the, what. That chunk and that chunk and that chunk and that chunk.
53:28 TR: Yeah.
53:30 T: And the orchard
53:31 TR: And your neighbors have chunks
53:32 T: And the Mowers have two chunks. So all the orchard and all the way over to Holland
Street is protected now
53:40 TR: When you moved back to, uh, Saugatuck after Europe you had, you bought the
cottage? On Riverside Drive?
53:48 T: Yeah.
53:50 TR: And your plans were to to convert it in somewhere or to build it
53:55 T: Well you know we were looking, we were looking. It was between the house were we
are on Riverside Drive and one over on Lake shore Drive in Douglas.
54:03 TR: Did not know that. Ah

�54:08 T: Yeah. We were trying on the beach. We were trying to decide did we want to be on
the river or on the beach. And we made the big mistake
54:15 TR: Oh.
54:15 T: We didn’t buy both of them [laugh]
54:16 TR: Yes. I can see the river because of the sailboat.
54:20 T: We should have bought both of them.
54:22 TR: Yeah I guess that’s sort of my understanding
54:23 T: Spend the winter on the river and the summer on the beach
54:26 TR: yeah. Yeah. Yeah. And, uh, so you, it was a choice of modifying the cottage on
Riverside Drive or tearing it down
54:37 T: Well it, well it was remodel. You know. Addition. Addition. Addition. Addition. And
then you know, it just got to the point where it was just time to. It was officially a remodeling. A
remodeling with a bulldozer. Because we kept a piece of wall and a piece of floor. So it was
officially a remodeling
54:55 TR: Yeah. And until about the, the situation though. Like we had that lunch. Why we
could be that close to the river, and those neighbors saying
55:04 T: Because it needed, you know, it was an existing non-conforming, so the existing
footprint. We had to stay in the footprint, or match the footprint. Which we did
55:15 TR: And so, somebody now could not build that close to the river, so it’s unique
55:19 T: no, because they put it back, you know from before. The setback now from the water
is 75 feet. The previous setback was unstated. It’s just like next to Sylvia, um, in the house, that,
that was a waterfront lot. They hadn’t gotten around to determining what a waterfront lot was in
the zoning. So that lot had a rear set back of ten feet. And the rear line was the water. So that’s
why that house is ten feet from the water. Then they changed it to 25 inside the city of
Saugatuck. So you can’t build closer than 25 feet.
56:00 TR: So you got the unique situation, which is wonderful. The, uh, through the years have
you seen a difference between, uh, the ownership of boat type things being the opposite of
sailboats to powerboats. Have it always been about equal or, or, or what?
56:20 T: Well no, you know before there were powerboats there were nothing but sailboats.
Obviously

�56:28 TR: So there’s fewer and fewer
56:29 T: So there’s fewer sailboats and more you know, but now when the price of gas when
through the roof, everybody bought a hard bottom inflatable. And they learned how to run little
tiny hard bottom inflatables, and now they do that. Of course the personal water craft have gone
through a, through. What, what’s this year? This year we went out, Loring and Aaron, my
daughter and son in law
56:55 TR: The river queen?
56:56 T: No
56:56 TR: No
56:57 T: They went on to the retro, to the retro electric boat guys. Last year they rented one of
the retro electric boats. This year they went down and rented a new boat which they have a series
of doughnut boats [laugh]
57:10 TR: Yes. Oh we were talking about that
57:11 T: And we went out on a doughnut boat one afternoon. What a laugh
57:14 TR: How things have changed [laugh]
57:17 T: How things have changed. The one thing I will say is, and it goes along with the
comments about real estate and real estate values is the slips are half the size they should be
57:28 TR: Really?
57:30 T: If the slips were twice as big
57:32 TR: You’d have bigger boats
57:33 T: You’d have bigger boats. And real estate would be worth more
57:34 TR: Maybe that’s a blessing in disguise. Uh, because I often thought about
57:37 T: That’s one of the biggest prob, right now that’s one of the biggest constraints on
property values. Is size, is the size of a slip.
57:50 TR: Is that why your neighbor bought a one, to keep a boat? Because they were on Lake
Michigan? Didn’t they own something on Lake Michigan?
57:55 T: Yeah. Yeah. That’s right. They did. They had a pool on the Lake shore drive, south of
the washout. Patrick

�57:58 TR: So it’s an advantage obviously to have a home on the river because you can keep a
boat, and, uh, and the size, some big boats
58:06 T: Right, and uh. You can keep some big boats. And Dick Hayworth’s got the A’ frame,
and Dick’s Eagle Feather’s 70 feet.
58:18 TR: Yeah, I, people talk about it. I haven’t see it. He obviously hasn’t invited me, so
that’s all right.
58:25 T: No. And Lucy Penguin’s down there now. They had, they bought Kelly’s, and, uh,
Lucy Penguin’s got to be in the same class.
58:34 TR: Yeah. Well now we see helicopters buzzing over, and people commuting, and geez.
That’s
58:40 T: But something it’s just like you know, if, if, if, if the Dennison property goes through
and they build what
58:50 TR: Well, it has gone through. Yes.
58:51 T: Well, who knows. Um. But if that, if they build big slips, there’s going to be big boats,
and that’s going to change the whole well
59:00 TR: I can imagine because people shop. Do they shop or do they go to restaurants? Do
they support the arts?
59:08 T: Oh, I think you’ll find they do.
59:10 TR: I hope so
59:12 T: They do, do, uh, do, and they’re also 8 minutes away from a jet port. [laugh]
59:15 TR: yup, yup, yeah, oh boy. So. We, uh, there is a future. Your property might be pretty
good
59:18 T: Things, things, things, things could change rapidly
59:28 TR: Yeah, I’m surprised at some of the sizes I see now. And I never thought about this.
Size of the slips, and yeah. What, what do you feel about Douglas buying the Tower marine? Just
just does that seem feasible or right?
59:38 T: well, you know the fiscal, fiscal, reality of a city, of the city having a municipal
marina
59:48 TR: There are some in Michigan

�59:50 T: Yes. You cannot get government grants to improve your waterfront
59:57 TR: Unless you own
59:59 T: Unless you own a municipal marina. And Douglas now has a municipal marina in
fact, between
1:00:08

TR: That one on the bayou

1:00:10
T: on the bayou side, between Bud Max’s place and Notten’s between the two,
they are now officially, they’re now in they now qualify to get grants. To get federal grants.
Saugatuck does not have a municipal marina. So it doesn’t qualify. It doesn’t get municipal
grants. Federal grants
1:00:30

TR: Interesting

1:00:31
T: To move their water front. And if they did, which would be Saugatuck yacht
service. If they did do something like purchase that then they’d qualify and both of the cities
could combine their grantage and get enough money to dredge Kalamazoo Lake. So there, there
is logic
1:00:45

TR: Ah. That’s the point that is being made

1:00:53
T: to it. There is logic to it. It would take the property off the tax rolls, but it
would replace it with grant money coming from the federal government. So.
1:01:04
of the area

TR: Ah. Yeah and that was one of the questions there: what do you see the future

1:01:12

T: [pause] it’s not going to go downhill.

1:01:15

TR: Not going to go downhill?

1:01:16

T: uh uh

1:01:17

TR: Yeah we do have

1:01:18

T: We’ve got one of the best school systems in the state

1:01:20

TR: We do

1:01:21
T: We’ve got, you know and an incredible community full of with you know. One
of the great strengths of Saugatuck Douglas is diversity. And you can just see it. This place just
reeks of quality, skilled talented people
1:01:40

TR: [laugh] I would agree

�1:01:42

T: And it is amazing. It’s just wonderful. And that’s not going to change.

1:01:45

TR: I remember when

1:01:46
T: They may go away in the winter. They may go to Palm Springs, or they may
go to Miami, but in the summer they’re all going to be here
1:01:55
TR: Yeah. You want to be here. Yeah. I remember when your wife Sandra sold
me my house you know, on Butler Street. Then I was thinking of buying something in Holland
and you said you do not want to be in Holland. You do not want to be in, and Holland was very
different. Holland then. I’m glad I took your advice there
1:02:14

T: Yes. It was a very different Holland then [laugh]

1:02: 20
TR: The, uh, any other thoughts or comments or, I know that you said later on
that things might occur to you they could follow up. It would be nice to get Sandra to you know
do a little oral history
1:02:30

T: Well she can tell you the story of being a retailer

1:02:35

TR: Retail! Yes. Very important. Yes, still is in there. Retail

1:02:40

T: mm hm, and she, now she was on the school board for 18 years.

1:02:45
TR: Yup, and she knows that—oh! With your uh, company Sipeto (?) up in
Zealand. I assume it’s Zealand?
1:02:50

T: yup

1:02:51

TR: yeah. Did you ever think about it, having a manufacturing plant here?

1:03:03

T: The, um, the Hayworth plant sings a siren’s song [laugh]

1:03:05

TR: ok. Ok

1:03:08
T: The problem is that they, you know, who was it? Scot Gearlings, the developer
went through went through a lot of, I was part of the package trying to get the remediation done
for the contamination. It has just gone on and on and on and on
1:03:25

TR: And will

1:03:30

T: and hasn’t happened. And if that would happen, then it would go.

1:03:32

TR: Isn’t that interesting

�1:03:34
T: The other side of that is, is uh, I mean there’s a 7-acre plant there. 7 acre piece
of property that has a 150,000 square of building sprinkled
1:03:45

TR: Ready

1:03:48
T: Ready to go with the powder coat line in place. You know. It’s just sitting
there. If they’d just remediate the place so that you could turn it into something.
1:03:58
TR: Isn’t it interesting that I found out that you helped build part of that. The
connection. What comes around is truly amazing
1:04:08

T: Yeah. What comes around comes around. You can’t escape it.

1:04:10
TR: Right. I, um, yeah. In our lifetime, we obviously have seen a lot of changes
and, uh, I don’t know how long we’re going to live, but it seems the pace is even faster. The
building and all those things and all that.
1:04:28

T: How long we’ll live. I’m on my third life time now [laugh]

1:04:29
TR: We don’t know. I know. I know. That’s what we call you. A born again
vegetarian. Yeah. Twice over
1:04:40

T: [laugh]. Yeah.

1:04:42
TR: Well if we can’t think of too much more I think we can wrap it up, but I’ve,
I’ve learned a little bit more of, of, uh. I’ve heard some of these stories over and over, and loved
hearing them again
1:04:52
T: You never heard about my folks, my grandparents being Christian Scientists
though, did you?
1:04:55

TR: No. no. I thought that was just your mother side

1:04:58
Erbana.

T: No, no. They were in the Christian Science Church. And then they met in

1:05:06
TR: That’s interesting yeah. And there were some real characters. Um, Burt
Tilstrom, um,
1:05:10

T: oh yeah

1:05:12
TR: Some significant people and my contribution was the stone wall from the
lower garden. That was my gift back to Sylvia as a remembrance type of thing so. That hopefully
will out live me. Yeah. Type of thing. I guess that’s a wrap you can
1:05:28

T: Ok.

�1:05:29

TR: All right.

1:05:29

T: Thank you

1:05:30

TR: Thank you

recording ends 1:05:34

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