9.8. SR 12-16-1996;ity of
iver
ITEI'I 9.8.
MEMORANDUM
FROM:
DATE:
SUBJECT:
Mayor & City Council
Pat Klaers, City Administrator
December 16, 1996
CSAH I Pedestrian Crossing
Since the reconstruction of CSAH 1 is being discussed for 1997, the
pedestrian crossing of this county road at the railroad trail location has also
been discussed. An underground passage and an overhead bridge have been
the focus of the discussion for safely crossing County Road 1. Please see the
attached report from the city engineer on this pedestrian crossing issue.
Please note that staff is opposed to an underground passage and also that an
overhead bridge can be constructed at any time and does not need to be
constructed at the same time as the reconstruction of County Road 1. Staff
strongly supports the third option listed at the end of the city engineer's
memo whereby additional signage and striping at the CSAH I crossing takes
place and a new additional crossing be established at County Road 77.
Attachments
City Engineer Report
XcouncilXcsahl.doc
13065 Orono Parkway · P.O. Box 490 · Elk River, MN 55330 · (612) 441-7420 · Fax: (612) 441-7425
1
CON~ULTINGENGINEER~
1326 Energy Park Drive
St. Paul, MN 55108
612-644-4389
1-800-888-2923
Fax: 612-644-9446
December 11, 1996
File: 230-213-21
Mr. Patrick Klaers
City Administrator
City of Elk River
13065 Orono Parkway
P.O. Box 490
Elk River, MN 55330
RE: CSAH 1 PEDESTRIAN CROSSING
Dear Mr. Klaers:
CIVIL ENGINEERING
ENVIRONMENTAL
'xUNICIPAL
~,NNiNG
SOLD WASTE
STRUCTURAL
SURVEYING
TRAFFIC
TRANSPORTATION
ELECTRICAL/MECHANICAL
ENGINEERING
HVAC
POWER DISTRIBUTION
SCADA
SYSTEM CONTROLS
-r)FFICES IN:
.,INNEAPOLIS
PRIOR LAKE
ST. PAUL
WASECA
At the direction of the City Council based on a request from the Park and Recreation
Commission, we have analyzed options for grade-separated crossings of CSAH 1 at the
Meadowvale Commercial Park and Elk River Industrial Park. There is a 12-foot wide
gravel City Trail which runs north and south crossing CSAH 1 at this location.
CSAH 1 is currently a 2-lane rural section road with the City Trail crossing up to at-grade
and is proposed to be reconstructed to an urban section 4-lane road at a width of up to
72 feet. Due to increased traffic, the safety of an at-grade crossing has been questioned.
With the pending reconstruction of CSAH 1, now would be the time to consider an
underpass.
PEDESTRIAN CROSSING OPTIONS
Two options for a grade-separated crossing of CSAH 1 have been analyzed and are as
follows:
1. Pedestrian Overpass
The first option to provide a grade-separated crossing of CSAH 1 is a pedestrian
overpass. A variety of styles and types of pre-manufactured pedestrian overpasses
are available, ranging from prestressed concrete and steel overpasses to wood
timber structures. Information from various manufacturers was obtained and is
enclosed for your review.
Two options are available for providing access to a proposed overpass. The first
option is the use of structural ramps, and the second option is to provide
embankment on both sides of the overpass to provide access to the structure.
230/213-0917.dec
An Equal Opportunity Employer
Mr. Patrick Klaers
December 11, 1996
Page Two
2. Pedestrian Underpass
The second option to provide a grade-separated crossing of CSAH 1 is a
pedestrian underpass. A 12-foot wide by 8-foot high box culvert was used to
establish a pedestrian underpass of CSAH 1.
DESIGN REQUIREMENTS
It is recommended that any proposed construction comply with standards included in the
Americans with Disabilities Act (ADA). ADA Standards require that for ramps with
slopes of 12:1 or greater, that 5-foot landings be provided for every 30-inches of rise, or
for every 30-feet of ramp. This standard would be applicable for both overpass ramps
and underpass ramps.
1. Pedestrian Overpass
For the construction of an overpass, AASHTO requires a vertical clear space of
17' - 4" between an overpass and road surface. With a proposed road width of
up to 72 feet, it has been estimated that the length of an overpass would be
approximately 90 feet. Based on the proposed centerline elevation of CSAH 1,
and existing elevations on the north and south side of CSAH 1, ramp lengths
would need to be approximately 245 feet and 280 feet in length to meet ADA
Standards.
As stated before, two options are available to provide access to a proposed
overpass. A structural ramp could be constructed directly over the existing City
Trail, with no additional right-of-way being required. To construct a ramp with
embankment, maximum side slopes of 4:1 would need to be maintained to provide
for the stability of the embankment. The width of the embankment at ground level
would be approximately 150 feet, exceeding the 100 feet of right-of-way width
that is presently available. Due to the limited right-of-way available, retaining
walls would need to be constructed on both sides of the embankment to
accommodate construction of the ramps within the 100 feet of right-of-way.
Retaining walls, approximately 17 feet in heights, would also be required to serve
as abutments at each end of the overpass.
2. Pedestrian Underpass
It is assumed that a 12-foot wide by 8-foot high box culvert would be used to
construct a pedestrian underpass crossing of CSAH 1. Approach ramp lengths,
based on existing elevations, would need to be 175-feet and 125-feet in length on
230/213-0917.dec
Mr. Patrick Klaers
December 10, 1996
Page Three
the north and south side of CSAH 1 respectively. Retaining walls and head walls
would be required on both sides of the underpass to a point where 4:1 side slopes
could be constructed.
The required underpass length is approximately 130 feet. Due to the required
length of a proposed underpass, safety is an important issue. Police Chief Tom
Zerwas, expressed concern over the safety and security of an underpass. An
underpass would provide an area for potential crime, loitering, and harassment of
pedestrians that would be difficult to monitor by the police department. Adequate
lighting would be required to ensure that a user of the structure could see
completely through it before entering. For these reasons, Chief Zerwas said he
would be strongly opposed to an underpass.
Another issue to address is that of drainage within the underpass. Drain grates
would be required within the structure to collect runoff from the surrounding area.
A lift station would be required to pump collected runoff to a ditch or nearby
storm sewer system.
A soils investigation has been performed to determine the soil conditions present.
Due to the fill material that is present from the construction of trunk sanitary
sewer, sub-cutting and recompaction of existing material would be required to
provide the necessary stability and support. Dewatering of trenches may also be
required, depending on the seasonal level of the groundwater table.
ESTIMATED COSTS
Below is a breakdown of estimated costs associated with the construction of a
grade-separated crossing of CSAH 1:
Pedestrian Overpass with Structural Ramps
Construction Cost $525,000.00
Overhead (28 %) $147.000.00
Project Cost $672,000.00
Pedestrian Overpass with Embankments
Construction Cost $298,500.00
Overhead (28 %) $83,580.00
Project Cost $382,080.00
Pedestrian Underpass
Construction Cost
Overhead (28 %)
Project Cost
$286,150.00
$80.122.00
$366,272.00
230/213 -0917. dec
Mr. Patrick Klaers
December 10, 1996
Page Four
A large percentage of the cost associated with the construction of a pedestrian overpass
with structural ramps, is the cost of the ramps themselves. As can be seen from the above
cost breakdown, the cost for a pedestrian overpass with embankments and a pedestrian
underpass are comparable.
Both pedestrian crossings are feasible from an engineering standpoint. However, several
issues would need to be resolved prior to deciding on a style or type of grade-separated
pedestrian crossing. Aesthetics become an issue when considering a pedestrian overpass
as well as cost. Safety and drainage issues become a concern when considering a
pedestrian underpass.
A third option would be to redefine the at-grade crossing of CSAH 1. It is unlikely that
at-grade pedestrian crossings of CSAH 1 at the trail location could ever be eliminated;
therefore, with the reconstruction of CSAH 1, proper signing and striping could be
installed to warn motor vehicles of the potential hazard. In addition, trails could be built
alongside CSAH 1 to allow crossing at the intersection of CSAH 1 and County Road 77.
This is an intersection that we believe will warrant signalization within the foreseeable
future. This may afford a safe means for at-grade crossings of CSAH 1.
Please let me know if you would like us to do any additional work on this issue.
Sincerely,
MSA, CONSULTING ENGINEERS
Terry ~.. Maurer, P.E.
TJM:pd
Enclosures
230/213-0917.dec
,ity of
iver
ITEM 9.8.
MEMORANDUM
FROM:
DATE:
SUBJECT:
Mayor & City Council
Pat Klaers, City Administr~fl~t,/
December 16, 1996
169 Pedestrian Crossing
Attached for your information is a memo from the city engineer on the test
that MnDOT conducted for pedestrians crossing at the Highway 169
crosswalks. Also attached is a newspaper article regarding this test and a
letter from the School District which expresses their concern over the safety
of Highway 169.
council\169crsg.doc
13065 Orono Parkway · P.O. Box 490 · Elk River, MN 55330 · (612) 441-7420 · Fax: (612) 441-7425
CONSULTING ENGI~EER~
1326 Energy Park Drive
St. Paul, MN 55108
612-644-4389
1-800-888-2923
Fax: 612-644-9446
December 6, 1996
File: 230-347-80
Mr. Pat Klaers
City Administrator
City of Elk River
13065 Orono Parkway
P.O. Box 490
Elk River, MN 55330
RE: TRUNK HIGHWAY 169 PEDESTRIAN CROSSING TEST
Dear Mr. Klaers:
C[V!L ENGINEERING
ENVIRONMENTAL
~.UNiCIPAL
~NNING
SOL!D WASTE
STRUCTURAL
SURVEYING
TRAFFIC
TRANSPORTATION
ELECTRICAL/MECHANICAL
ENGINEERING
HVAC
POWER D',STRIBUTION
SCADA
SYSTEN~ CONTROLS
As you are aware, the pedestrian crossing test at the intersection of School Street and TH
169 was conducted on Wednesday, November 27, at 2:00 p.m. MnDOT was represented
by Tom Davidson, Traffic Operations Technician, and Mike Travis, Public Information
Officer. Phil Hals from your staff was present and video taped the proceedings. Keli
Olin from the Deerfield Third neighborhood organized a group of her neighbors for
testing purposes. The test was conducted with three different groups. The first group
consisted of a mother and father and six small children. The second group consisted of
three children who were slightly older and able to cross the highway by themselves. The
third group was made up of Keli and Ross Olin, Mike Twaddle, and another neighbor.
An older gentleman from the neighborhood had planned to also attend but decided not to
because of the weather conditions on Wednesday afternoon.
The test was conducted by having each group separately walk from the east side of TH
169 to the west side and then, on a second green cycle, do a return trip. All three of the
groups had enough time to make their crossing. This is demonstrated on the video tape
prepared by Phil.
It was the consensus of the citizens in attendance and the MnDOT personnel that there
was adequate time to cross the highway, but there is generally a lack of knowledge of
what the "Walk" and "Don't Walk" mean. This is shown very vividly on the tape Phil
made, with the first group that crossed the highway. The "Don't Walk" was flashing by
the time they got to the center median and they automatically stopped there. Just for your
information, the correct way to follow the pedestrian signals is as follows:
Signal Description
"Walk" The walk signal is for you to look both ways and then begin your trip across the
intersection.
Flashing Under this signal, if you have already started your trip across the intersection, you
"Don't Walk" should continue to finish the trip. If you have not left the curb at this point, you
should not begin your trip. You should wait until the next "Walk" cycle.
"Don't Walk" When the "Don't Walk" signal glows solid, it is a signal for pedestrians to clear
the crosswalk. The traffic signal is about to turn green for opposing traffic.
-OFFICES IN:
,,INNEAPOLIS
PRIOR LAKE
ST. PAUL
WASECA
An Equal Opportunity Employer
Mr. Pat Klaers
December 6, 1996
Page Two
Another issue that is evident from the video tape is that motor vehicles do not know
where to stop and often block the pedestrian's path. Apparently MnDOT feels it is the
local government's responsibility to maintain the painted cross-walk and stop bar once
they are originally installed by MnDOT. This is because it is virtually impossible for
MnDOT to repaint these in a timely fashion because of their vast number. Neither Phil
Hals nor I were aware of this policy. Given this policy of MnDOT, I would recommend
the City undertake a restriping project of all necessary highway intersections as early as
possible in the spring and then routinely thereafter.
Mike Travis from MnDOT provided some promotional information to the citizens' group
that explains how a crosswalk is supposed to be used. He also provided newspaper
articles that indicate the problem with vehicles running red lights is metro-wide or
possibly a state-wide problem. I have made copies of the information Mike provided and
attached it for your information.
Just to let you know, I have scheduled a meeting with MnDOT in their St. Cloud office
on Thursday, December 12, 1996, to discuss the process the City should undertake for
a fencing and/or lighting improvement in their right-of-way. This is in anticipation of the
outcome of MnDOT's annual safety program sometime after the first of the year.
If you have any questions regarding any of this information or questions regarding the
pedestrian crossing test, please let me know.
Sincerely,
MSA, CONSULTING ENGINEERS
T e~ure~r, P.E~~.
TJM:tw
Enclosures
347-0403 .dec
Davidson (right) talked With residents at the Highway 169-School Street intersection. From
.left to right are Mike Twaddle, Ross Olin,· Elk River City' Engineer Terry Maurer. '.'~: ~:i'..:'v:; '-":-, -~
Light
lengthened .for
pedestrians' .,.
by Joni Astrup -
Associate editor
TratTzc lights at School Street and Highway'
169 in Elk River will not be adjusted to allow'
pedestrians more time to cross the highway, fol-
lowing an informal test last week.
A group of local children and adults checked
the length of time it took them to cross the
highway on Wednesday, Nov. 27. Overseeing
the experiment were' Tom' 'Davidson, a senior
signal technician with the Minnesota
Depar'.ment. of Transportation (MnDOT), and
.' Mike Travis, a Mr, DOT public affairs coordina:~
tor.
Pedestrians currently' have 43' seconds'to
cross the intersection, Which some people have
;'~aid is not enough' time; .....
· At a recent Elk River City CoUncil meetin~i'
MnDOT representative offered to meet resi'
'dents at the intersection to check the length of
Safety continued to page 10
Tom.! Davldson of the
Minnesota'Department'
of Transportation walked
across Highway 169 with
a group of youth during
.an Informal test last
week. With him are: left
to right: Micka Hatanpa,
Andy Pouliot and Matt
Hatanpa. ~ . ~ .
Wednesday, December 4, 1996
-'Safety
Continued from page !
~me it takes to cross.
· MnDOT kas maintained t~t
· %he issue is more one ofeduca-
;, tion, rather than impro~er
, t~mlng of the lights (see tips on
crossing safely).
Mike Twaddle, who has been
pressing to improve the high-
way's safety ai%er his son was
· ]~l]ed crossing it in October,
said the timing is fine under
ideal circumstances.
~But we all understand that
ideal circumstances usually
don'~ exist, because you're
of%eh dealing with kids," he
told Travis and Davidson.'
He still feels there needs to
be more Hme for children to
cross the 'intersection.
Keli Olin, another parent
who has been involved in the
· issue, agreed that the current
fimlng works under ideal con-
' ditions.
"Best case scenario is yes,'
you can get across," she said
Monday. "But there's a lot of'
what ifs."
· ~rm somewhat diasppointed
~hat ifs not going to be as safe
as possible," she added. "I
know that MnDOT feels it is
really safe."
~ Mn_DOT has stressed the
importan~-.e of understanHin~,
what the walk and flash~-g
don't walk signals mean.
The walk is just intended to
get people off the curb. The
flashing don't walk is intended
to get pedestrians all the way
across the intersection prior to
the steady don't walk indica-
tion.
Twaddle said the flashing
don't walk is confusing, partic-
ularly for kids.
"I understand how it works,"
he told TraMs and Davidson.
"I would say 95 percent of the
people don't."
Travis said they could do an
educational show for public
access cable TV. He suggested
educating people through
school newsletters and other
meon$ as wen.
He also said MnDOT could
put in the new pedestrian
crossing lights which have
symbols rather than the words
walk and don't walk.
"We're not required to retro-
fit all our signals with this
new version, but if they (local
residents) felt that that would
be more helpful, we could do
it," he said.
Twaddle and Olin,. mean-
while, are researching the
i...de_a of pedestrian safety edu:
How to cross a street or road safely.:.
Always follow these steps when crossing a street
· Before crossing, stop at the curb, edge of the road, or
corner before proceeding,
· Look le~-righb-le~ and if ifs clear, begin crossing, look-
ing over your shoulder for turning vehicles. '
· Continue to check for txaffic while crossing. '"
Traffic signal messages and their meanings
· At intersections with traffic lights and pedestrian sig-
nals, it's important to follow the signals carefully. Wait
until you see the WALK sign-]~ following, again, the basic
rules for crossing. '
~ · A flashing DON'T WALK signal indicates you shouldn't
start to cross the street. However, if you are in the middle
of the street ond the DON'T WALK signal starts flashing,
continue w~l~-g. You have ~me to complete the crossing.
~ · If you see a steady DON'T WALK signal, don't begin to
cross the stxeet~ Wait for the next WALK signal.
· The WALK signal and the green txsffic light indicate
that it's your turn to cross the stxeet, but they do not mean
it is safe to cress. The WALK signal and the green light
mean look, and then, if it's safe, go.
Sources: Minnesota; U.S. departments of transportation
cation for Elk River area ele-
'mentary and junior high
school students.
~ In other Highway 169 safety
issues: ' '
· 1Red light running: Travis
' noted that running red lights
is not just an Elk River prob-
lem. '.
~That's not to say we're not
· going to do what we can to
minimize it~' he said.
However, it clearly is a wide-
spread problem. Travis pro-
duced a Nov. 23 St. Paul
Pioneer Press story which said
that a new test camera set up
to catch motorists runn~n~ red
lights at one intersectio~n in
St. Paul recorded about 250
violations in less ~.h_,n a day -
far more than officials expect-
ed.
· Inadequate highway light-
lng: Twaddle said the ligh~ng
along Highway 169 in Elk
Riveris inadequate and
should be improved. Travis
said that is one of the city's
requests which MnDOTis
-looking at for possible fund-
ing.
· Fencing along Highway
169: Twaddle said fencing and
ligh~ng should be done right
away, followed later by a
pedestrian bridge.. "Do this
thing incrementally," he sug-
gested.
· Pedestxian bridge: A pet/-
tion drive asldn~, for a pedes-
trian walkway ~ver Highway
!69 is in its fin,] stages.
Olin asks that people return
the petitions to Sandy at the
Elk River City Hall, 13065
Orono Parkway.
~The sooner we get those in,
the better," Olin said.
Copies will be sent to
MnDOT.
Independent School District
ADMINISTRATION OFFICES
400 School Street DAVID M. FLANNERY
Elk River, MN 55330 Superintendent of Schools
(612) 241-3400 Fax (612) 241-3407
= __-
__- _
December 6, 1996
Mr. Tom Dumont
Minnesota Department of Transportation
P.O. Box 370
St. Cloud, MN 56302
Dear Mr. Dumont:
School District administrators, along with countless others, are concerned about the hazards
of crossing Highway #! 69 in Elk River. The recent traffic deaths in Elk River, more
poignantly than our words, underscore the need for action.
A concerted effort to improve pedestrian crossings for our children is a crucial first step.
We propose the following:
1. Install eight foot fencing bordering both sides of #169 from Main Street to 193rd.
Make the crosswalk at Main Street, School Street, Jackson Street more pedestrian
friendly. A study should be conducted that would examine how safe those crosswalks
are for children. Are the signals regulated for pedestrians? Are there safety islands for
foot traffic? Are the crosswalks signed properly? Are sidewalks constructed for proper
student traffic? After the study the recommendations need to be implemented.
Finally, traffic goes too fast on the #169 corridor. Reducing the speed limit north of
School Street to 45 might help. in addition, flashing yellow warning lights prior to each
intersection timed to the change might help.
Thank you for listening. I would be willing to meet with you at any time if we could help
with any safety issue.
Sincerely,
David Flannery \
Superintendent of Schools
c: Pat Klaers, Administrator
City of Elk River
ity of
ITEM 9.8.
iver
FROM:
DATE:
SUBJECT:
MEMORANDUM
Mayor and City Council
Steve Ach, City Planne~~.~
December 16, 1996
Verbal Update on Development
Projects
Attached is a map identifying 15 development projects that Terry Maurer
and myself will update the Council on Monday night. As the construction
season has come to closure, we thought it would be worthwhile for the
Council to be informed as to where these projects are in their development
process. If there are other projects the Council would be interested in
hearing about that are not on this list, please contact me prior to Monday
night's meeting so Terry or I can obtain the information for the Council.
13065 Orono Parkway · P.O. Box 490 · Elk River, MN 55330 · (612) 441-7420 · Fax: (612) 441-7425
1 - Joplin/185th
2 - 171st Ave.
3 - Hillside Crossing II
4 - Hillside Estates 5th
5 - Country Crossing 3rd
6 - Country crossing Townhomes 3rd
7 - Lafayette Woods
8 - Nordic Woods
9 - Ridgewood Hills
10 - Renner Addition
11 - Mississippi Oaks 2nd
12 - Pheasant Run
13 - Cottage Homesteads
14 - Menards
15 - Lefebvre
City of
Elk River
I It ii
II il I