HomeMy WebLinkAboutCC July 7, 1998
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CITY of ANDOVER
'1685 CROSSTOWN BOULEVARD NW, . ANDOVER. MINNESOTA 55304 . (612) 755-5100
Regular City Council Meeting - Tuesday, July 7, 1998
Call to Order - Following the EDA meeting scheduled at 7:00 PM
Resident Forum
Agenda Approval
Approval of Minutes
agenda
Bookmark
Name
minutes
Discussion Items
l. Anoka County Chamber of Commerce ProclamationAndover Sno-Dragons Snowmobile Club snoclub
2. Lot SplitlVariance/697 - 141st Lane NW/Ellis/Scheneman Isv141st
3. Public Hearing/Vacation of Easement/697 - 141st Lane NW/Ellis/Scheneman phve141st
4. Public Hearing/98-l3/Fox Meadows/Streets ph9813
5. Order Plans & Specs/98-13/Fox Meadows/Streets ord9813
6. Approve Plans & Specs/98-13/Fox Meadows/Streets appr9813
,7. Coon Creek Watershed Dist. EvaluationlHamilton Square/Chesterton CommonslDrainage ccwd
8. Amend Andover Comp Plan/Section 23/Ashford Dev. Corp., Inc. cpashford
9. Rezoning/Section 23/Ashford Dev. Corp., Inc. rzashford
lO. Preliminary Plat/Langfeld's Oakridge Estates/Willis Langfeld pplangfeld
ll. Special Use Permit/Antennae/1786 Bunker Lake Blvd. NW/US West Wireless supuswest
12. Amend Ordinance No.8, Section 4.21/Fences ord8
\ 13. Schedule City Tour tour
'J 14. Approve Feasibility Report/98-11/Jay Street NW/Street Reconstruction appr9811
Staff, Committees, Commissions
15. Appoint Planning & Zoning Member
16. Approve Joint Meeting Date/P & Z Commission & Comp Plan Task Force
Non-Discussion/Consent Items
17. Approve Kennel Licenses
18. Approve On-Sale Non-Intoxicating Liquor License/Woodland Creek Golf Course
19. Approve Change Order/96-15/Public Works Expansion
20. Amend SUP/3l18 - 162nd Lane NW/Ace Solid Waste
21. Amend SUP/15421 Round Lake Blvd. NW/Ed Fields and Sons
22. SUP Andover Family Fun Fest/1685 Crosstown Blvd. NW/City of Andover
23. SUPNariance/1928 - 167th Avenue NWIRobert & Yvonne Hillman
24. Update of Septic Dump Station/98-2
25. Adopt Specification/Require Concrete Curb & GutterIRural Developments
26. Declare Cost/97-38/14056 Raven St. NW/WM
27. Order Public Hearing/97-38/14056 Raven Street NW
28. Approve Quotes/98-5/Pavement Marking
29. Approve Safety Manual
30. Approve Resolution Renaming 136th Avenue NW to Commercial Blvd. NW
31. Approve Purchase of Survey Equipment
32. Approve Payment to Listul Inc./96-15/Public Works Expansion
33. Approve Site Performance Contract/The Farmstead
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safety
commblvd
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Page Two
Regular City Council Meeting - July 7,1998
34. Approve QuotelWinslow Hills 3rd Addn.!Storm Sewer Maintenance/98-14A1153rd Lane NW qt9814a
35. Approve QuotelWinslow Hills 3rd Addn.!Storm Sewer Maintenance/98-14BIBluebird St.
36. Adopt Revised Administrative Fee Charge
37. Accept Petition/Order Feasibility Report/98-16/Shadowbrook 4th Addition
38. Approve Deduct Change Order/97-6/Shadowbrook 2nd Addition
39. Approve Final Payment/97-6/Shadowbrook 2nd Addition
40. Approve Final Payments/96-l5/Public Works Exp.!St. Paul Linoleum,
Grazzini Brothers & Co., Am. Structural Steel, Fabcon Inc., Reliance Electrical
41. Approve Balancing Change Order/97-SIWoodland Estates
42. Approve Final Payment/97-5IWoodland Estates
43. Approve Resolution/157th Avenue NW/Speed Limit
44. Approve Replacement Hire/Building Clerk/Tech
45. Release Letter of CreditlLund Martin Construction Co.! Asphalt
46. Accept Petition/Adopt Assessment RolI/95-l4/2771 - 133rd Lane NW/WM
47. Approve Quote/Exterior Concrete Work/City Hall (94-30) & Public Works (96-15)
Mavor/Council Input
Payment of CIaims
Adiournment
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
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DATE:July 7, 1998
ORIGINATING DEPARTMENT
~~~y Clerk
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AGENDA SECTION
Approval of Minutes
ITEM NO.
Approval of Minutes
The City Council is requested to approve the following minutes:
June 16, 1998
Regular Meeting
June 16, 1998
HRA Meeting
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
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DATE: Julv 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARJMENT
Todd Haas, ~
Engineering
ITEM NO.
Anoka County Chamber of Commerce Resolution/
\ , Andover Sno-Dragons Snowmobile Club
A representative from the Anoka County Chamber of Commerce will be at the meeting to read
a resolution showing support for the Andover Sno-Dragons Snowmobile Club.
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: luly 7. 1998
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
Planning
John Hinzman, 1'1-1
City Planner
ITEM NO.
Lot Split 98-02, Variance
697 1 41 st Lane NW
(J. EIlis\Scheneman
Reauest
The City Council is asked to review the lot split and variance request of Tracy and Mike
Ellis and Linda and Ken Scheneman on property owned by Ashford Development Corp.,
Inc. to divide a 80' x 142.5' vacant lot located between them at 697 141st Lane NW in
CROWN POINTE EAST and combine it with their respective lots.
Variances are needed to minimum lot size and width for the remnant parcels. An
application to vacate easements along the east and west property lines has been submitted
in conjunction with this item.
The property is zoned R-4, Single Family Urban.
Plannin!! and Zonin!! Commission Action
The Planning and Zoning Commission voted 3 to 0 (3 absent) to approve the lot split and
variance at the June 23, 1998 meeting. Concerns were raised about the status of the east
and west platted lot lines of the vacant lot; would the property owners be allowed to
encroach upon those lines, and where would the setbacks be measured. Staff researched
the issue and concluded that as long as the remnant parcels were legally combined and
that the easements were vacated, structures could encroach upon those lines.
Attachments
. Resolution for approval
. Planning and Zoning Commission Minutes - June 23, 1998
. Planning and Zoning Commission Minutes - June 9, 1998
. Staff Report
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -98
A RESOLUTION GRANTING THE LOT SPLIn VARIANCE REQUEST OF TRACY
AND MIKE ELLIS AND LINDA AND KEN SCHENEMAN ON PROPERTY
OWNED BY ASHFORD DEVELOPMENT CORP., INC. PURSUANT TO
ORDINANCE NO. 40 AND VARYING FROM THE PROVISIONS OF ORDINANCE
NO.8, SECTION 6.02, MINIMUM LOT REQUIREMENTS AT 697 l41ST LANE NW
(PIN 25-32-24-33-0042).
WHEREAS, Tracy and Mike Ellis and Linda and Ken Scheneman have requested a lot
split\variance on property owned by Ashford Development Corp., Inc. to split an 80 foot
by 142.5 foot lot in half to create two +/-40 foot by 142.5 foot parcels pursuant to
Ordinance No. 40 and varying from the provisions of Ordinance No.8, Section 6.02,
Minimum Lot Size Requirements on property located at 697 141 st Lane NW, legally
described as Lot 4, Block 7, CROWN POINTE EAST
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WHEREAS, the Planning and Zoning Commission has reviewed the request and has
determined that said request meets the criteria of Ordinance No. 40 and that based on
Section IV, the City Council may vary the application of any of the provisions of the
Ordinance; and
WHEREAS, the Planning and Zoning Commission finds the request would not have a
detrimental effect upon the health, safety, morals and general welfare of the City of
Andover; and
WHEREAS, a public hearing was held and there was no opposition to the request; and
WHEREAS, the Planning and Zoning Commission recommends to the City Council
approval of the lot split\variance as requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission and
approves the lot split\variance on said property with the following conditions:
1. That the lot split be subject to a sunset clause as defined in Ordinance No. 40,
Section III(E).
2.
That a covenant be recorded that legally combines the newly created remnant
parcels of Lot 4 with their respective adjoining parcels legally described as Lot 3
and Lot 5, Block 7, CROWNPOINTE EAST so they cannot be sold separately.
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Page Two
Lot Split\ Variance
697 141st Lane NW
July 7, 1998
3. . That the easements along both sides of the east and west lot lines of Lot 4, Block
7, CROWN PONTE EAST be vacated, and new easements be established and
accepted by the City Council along the newly created property line
Adopted by the City Council of the City of Andover on this 7th day of July, 1998.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey, Mayor
Victoria V olk, City Clerk
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CITY of ANDOVER
Regular Planning and Zoning Commission Meeting - June 23, 1998 - Minutes
ne regularly scheduled Planning and Zoning Commission Meeting was called to order by Acting
hairman Randy Peek at 7:31 pm, Tuesday, June 23, 1998 at the Andover City Hall, 1685
rosstown Boulevard NW, Andover, MN.
ommissioners Present:
ommissioners Absent:
Iso Present:
Gamache, Apel, Peek, Wells (arrived at 7:36 pm)
Squires, Luedtke
Dave Carlberg, Community Development Director;
John Hinzman, City Planner;
others
pproval of Minutes
1C. )N by Apel, seconded by Gamache to approve the minutes of June 9, 1998 as written.
10tion carried qn a 3-yes (Apel, Gamache, Peek), 3-absent (Squires, Leudtke, Wells) vote,
'ublic Hearing, Cont./Lot SpliWariance/697 - 141s(Lane NW
'r. Hinzman reviewed the request of Tracy and Mike Ellis and Linda and Ken Scheneman to
'vide a vacant lot located between them and combine it with their respective lots. At the last
leeting, the Commission had concerns relating to encroachment of structures on the east and
est lot lines of the proposed parcel. City Attorney Bill Hawkins contends that the original platted
t lines still exist; however, setbacks can be established form the new property line. Structures
Juld encroach upon the original platted lot line if a covenant is filed to combine the parcels on
ther side of that line so they cannot be sold separately. Ed Thurston, the County Assessor, .
:ated that this practice is not uncommon especially in order subdivisions. The City Council in
990 approved a request in the Winslow Hills subdivision to combine two lots and a home was
uilt on the lot line. Easements were vacated along the interior lot lines to allow the structure to
9 built. Mr. Hinzman stated that staff recommends approval of the request contingent upon
Jmbination of the remnant parcels to the adjoining lots and vacation of easements along west
nd east lot lines of lot 4 and establishment of easements along the newly created lot line.
,t this time, Acting Chairman Peek opened the public hearing. No one from the audience
pr' '-ed for this item.
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lOTION by Gamache, seconded by Apel to close the public hearing. Motion carried on a 3-yes
~eek, Apel, Gamache), 3-absent (Wells, Luedtke, Squires) vote.
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egular Planning and Zoning Commission Meeting
me 23, 1998 - Minutes
3ge 2
ot SpliWariance, Cont.)
OTION by Apel, seconded by Gamache to forward to the City Council the resolution prepared
' staff to approve the lot spliUvariance request of Tracy and Mike Ellis and Linda and Ken
:heneman at 697 - 141st Lane NW.
Jtion carried on a 3-yes (Apel, Gamache, Peek), 3-absent (Wells, Luedtke, Squires) vote. This
II be forwarded to the City Council on July 7,1998.
ommissioner Wells arrived a
lblic Hearing/Comprehensive Plan Amendment/Section 23/G, & C. Windschitl
. Hinzman reviewed the request of Gerald and Carol Windschitl for an amen ent to the
;mprehensive Plan to change the land use designation from RU, Residenti Urban Single
,mily to Commercial on land owned by Ashford Development Corporatio . The site is a 5.45
re -'lrcel which is currently a part of the Chesterton Commons prelimi ary plat. The proposed
e \.l originally designated for single family detached housing. Ele en lots would be
llinated and Eagle Street would need to be relocated. The origi I plat would need to be
lended to reflect these changes. The applicant has not indica d a proposed use for the
velopment. Mr. Hinzman explained that the property owner In Chesterton Commons
rchased their property under the assumption that the pro rty would be a single family
lelopment. The nearest existing residential lots are 16 'from the development. Mr. Hinzman
:ed that the preliminary plat has been approved but t property has not been final platted yet.
mmissioner Wells questioned the proposed zoni g of the property because a year ago it was
1, then R-4 and now they are requesting that it e commercial. Mr. Hinzman explained that
; developer has decided to make a change. e also noted that we would have to look at a re-
lfiguration of the lots. Commissioner Ga che asked if 154th would come out directly across
11 Oak View Middle School. Mr. Hinzm stated that it would. Commissioner Gamache
-<ed what the status of the PUD is with r. Hinzman stating that it is in the sketch plan stage.
HION by Gamache, seconded by, pel to open the public hearing. Motion carried on a 4-yes
'1mache, Apel, Peek, Wells), 2- sent (Luedtke. Squires) vote.
'ry Windschitl, Ashford Dev opment Corporation stated that it is their intention to plat single
lily lots, with no townho es. They will have two commercial sites - one to the north of and
1 ~;'-', to the south. Me. indschitl explained that the PUD preliminary plat is almost complete.
1 C:._ .,iitect has to c ch up to where they are in the process. When they come in with the
liminary plat the want to have elevations and everything else ready. The PUD will contain a
1il service station, day care center and office retail building. Mr. Windschitl also noted that
3n the original drawings for Chesterton Commons were presented, this five acre parcel was
wn as commercial. They do not have a site specific purpose for the two parcels. Their first
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CITY of ANDOVER
PLANNING AND ZONING COMMISSION MEETING - JUNE 9, 1998
MINUTES
The Regular Bi-Monthly Meeting of the Andover Planning and Zoning Commission was called to
order by Chairperson Jay Squires on June 9, 1998, 7:35 p.m. at the Andover City Hall, 1685
Crosstown Boulevard NW, Andover, Minnesota.
Commissioners present:
Maynard Apel, Mike Gamache, Jeff Luedtke, Randy Peek, Lorna
Wells (arrived at 7:37 p.m,)
None
City Planning, John Hiniman
Others
Commissioners absent:
Also present:
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APPROVAL OF MINUTES
May 26, 1998: Correct as written.
Motion by Peek, Seconded by Luedtke, for approval as written. Motion carried on a 5-Yes, 1-
Absent (Wells) vote.
(Commissioner Wells arrived at this time, 7:37 p.m.)
@ PUBUC HEARING: LOT SPUTIV ARIANCE - 697 141ST LANE NIJ' - ELLIS! SCHENEMAN.
7:37 p.m. Mr. Hinzman reviewed the request of Tracy and Mike Ellis and Linda and Ken
Scheneman for a lot split and variance to divide a vacant lot at 697 141st Lane NW located between
them and combine it with their respective lots. A variance is needed to the minimum lot size
requirements. He noted the applicable ordinances. The lot has remained vacant since its creation
in 1995 and is retained by the original developer, Ashford Development Corporation. The
applicants proposed to equally divide the lot between the two parties, creating two 40 x 142.5-foot
remnant parcels that would be combined with the adjoining lots. Because this is a platted area, this
would be the procedure to do what the applicants want without replatting the parcels. The City has
done this in the past to rearrange property lines on platted lots. Staff is recommending approval
\ contingent upon the combination with the adjoining parcels.,
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The Commission questioned the ability of the lot owners on either side to utilize these remnants as
long as the original lot lines remain in place. Mr. Hinzman explained the remnant pieces would be
legally attached to the applicants' parcels on either side of the vacant lot and filed with the Anoka
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Regular Andover Planning and Zoning Commission lvfeeting
Minutes - June 9, 1998
Page 2
(Public Hearing: Lot Split Variance - 697 I-J/st Lane lv1V - Ellis Scheman. Continued)
County auditor's and surveyor's offices. There would be one property identification number for
each log to include the original parcel and the attached remnant. The original maps will not be
amended, but the City's map will show new lot lines. The original lot lines will show on the plat
maps with tie bars.
Commissioner Peek questioned the ability of the applicants to utilize the remnant pieces to add an
addition onto their existing structures. How can one build across a property line? Or can an
accessory building be placed on the remnant piece? He had a concern with this process, not with
the splitting of the lot. The applicants need to be aware that the more expedient and economical
split and combination for tax purposes may not give them the flexibility they may want to further
develop their property. Mr. Hinzman stated the only other way to do this would be to replat the
area, which is more costly. He did not have the answers to Commissioner Peeks' concerns at this
time. Commissioner Apel pointed out this is the procedure that has been used in the past. It is a
common sense issue. No one has been required to replat in the past.
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Motion py Luedtke, Seconded by Wells, to open the public hearing. Motion carried unanimously.
7:52 p.m.
One of the applicants stated he wanted to attach the 40-foot strip to his lot to add value to his house
and to provide a place for his children to play. He has no plans to build onto it at this time.
Commissioner Gamache stated as long as the applicants understand the potential limitations, he
does not have a problem with the proposal. Mr. Hinzman stated he would have to research the
ramifications of this process on the potential future use of the remnants. The item will be placed
on the July 7 City Council agenda whether acted on tonight or tabled to the next meeting for action.
Before taking action, the Commission asked for clarification on the cost difference between this
process and replatting, whether or not the current lot lines will dictate what can be done with the
remnant parcels, and how setbacks will be measured for future use of the parcels. Another issue that
may be of concern to the applicants is how ""ill the mortgage companies view the combination. The
Commission asked for an interpretation from both the county and the City Attorney. The applicants
asked that the item be tabled to allow Mr. Hinzman to do the research.
Mr. Hinzman stated he will do the research and discuss options with the applicants and will bring
the item back to the June 23 meeting. The Commission agreed to leave the public hearing open
until this is discussed again.
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Motion by Wells, Seconded by Gamache, to continue the public hearing to the next meeting.
Motion carried unanimously. 8:02 p.m.
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CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE: June 23. 1998
ITEM NO, 3
ORIGINATING DEPARTMENT
Public Hearinl!. Cont.: L.S.\Var 98-02
697 141st Lane NW
Tracy & Mike Ellis/
Linda & Ken Scheneman
Planning
John Hinzman
City Planner
Request
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The Planning and Zoning Commission is asked to review the lot split and variance
request of Tracy and Mike Ellis and Linda and Ken Scheneman to divide a vacant lot
located between them and combine it with their respective lots. A variance is needed to
the minimum lot size requirements of Ordinance 8, Section 6.02. The vacant parcel is
located at 697 141st Lane NW, legally described at Lot 4, Block 7, CROWN POINTE
EAST (PIN 25-32-24-33-0042).
The property is zoned R-4, Single Family Urban.
Backl!round
The Planning and Zoning Commission held a public hearing to discuss this item on June
9, 1998. The Commission had concerns relating to encroachment of structures upon the
east and west lot lines of the proposed parcel.
Encroachment Upon Platted Lot Lines
Staff has consulted City Attorney Bill Hawkins, County Assessor Ed Thurston, and
previous actions by the city for information on the encroachment of structures upon
platted lot lines of legally combined lots.
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City Attorney Hawkins contends the original platted lot lines still exist, however setbacks
can be established from the new property line. Structures could encroach upon the
original platted lot line, if a covenant is filed to combine the parcels on either side of that
line so they could not be sold separately.
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Page Two
L.S.\Var 98-02, Ellis\Scheneman
697 l4lst Lane NW
June 23, 1998
County Assessor Thurston stated this practice is not uncommon, especially in older
platted subdivisions. The County has not experienced problems, provided that both
properties are combined under on Parcel Identification Number.
The City has approved platted lot combinations and allowed structures to be built upon
platted lot lines provided that both are combined so they cannot be sold separately. In
1990, The City Council approved such a request in the Winslow Hills Addition. Lots 3
and 4 of Block 4 were combined and a home was built upon the lot line. Easements were
vacated along the interior lot lines to allow the structure to be built.
Replattin!! of lots
Staff has examined replatting both lots to legally move the platted lot lines to the
proposed positions. The platting process would involve submission of a sketch plan,
preliminary plat, grading plan, and final plat. The applicants would incur additional costs
for surveying and engineering and time by platting the property instead of filing a lot
split. The City has accepted lot splits to rearrange platted property boundaries in the past.
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Vacation and Establishment of Easements
The easements along the east and west lot lines of Lot 4 must be vacated in order to allow
construction along the lot line; new easements would need to be established at the new
property line location. A public hearing for vacation of the easements would need to be
held by the City Council and the City would need to accept new easements along the
proposed lot line. There are no city utilities within the existing easements along the east
and west lot lines.
Commission Options
The Planning and Zoning Commission may recommend one of the following options:
1. The Planning and Zoning Commission may recommend to the City Council approval
of the lot split and variance request finding the request meets the requirements of
Ordinances No.8 and 40.
2. The Planning and Zoning Commission may recommend to the City Council that the
applicants resolve the issue via the platting process, instead of the lot split procedure.
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3. The Planning and Zoning Commission may recommend to the City Council denial of
the lot split and variance request finding the request does not meet the requirements of
Page Three
, / L.S.War 98-02, ElIis\Scheneman
697 141st Lane NW
June 23, 1998
Ordinances No.8 and 40. In recommending denial of the request, the Commission shall
state those reasons for doing so.
4. The Planning and Zoning Commission may table the item pending further information
from Staff.
Recommendation
Staff recommends Option #1 contingent upon combination of the remnant parcels to the
adjoining lots and vacation of easements along west and east lot lines of Lot 4, and
establishment of easements along the newly created lot line.
Attachments
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· Resolution for Approval
· Planning and Zoning Commission Minutes - June 9, 1998
· Staff Report - June 9, 1998
. 'Site Plan
· Application for Lot Split and Variance
· Notice of Public Hearing
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (612)"755-5100
LOT SPLIT REQUEST FORK
Property Address 0 q 7 /4/5t LalleAJItv'
Legal Description of Property:
(Fill in whichever is appropriate):
Lot L--/ Block 7 Addi tion Crow/1 POI:1-1e Easf
PIN ;)(;-3~-dL/-55-004d.
(If metes and bounds, attach
complete legal description).
Abstract X. 01.' Torrens ?(This
be provided ana can be obtained froB the .
the
IS the property:.
information Bust
County) .
-------------------------------------------------------------~---
)
Reason for Request
~
iJJ~ ,NOLA Id 1'1 k-e
Ct- fu lo+ I CAV\&
.' ('/U'(y~n-+ LDTS.
'-to
c~d rQ
e.ac,h. bu ~\ ro \ f
"1+ --to DU y---
Current Zoning K-L.J
,
/
Name of Applicant -rate. ~ Mi Ice Ell; -~-~-:-L~-~da--SCF:e~~; Vl
Address lcB5 l41st LON N "VI Andov..er / 7o~1~W;i LCtrLe NW, /t'Y'dov-(J
Home Phone/SS-03/~/7S7-87Cj~ Busine~s ?hone ~O -973), I
'---. 0./ ~-r . / / I .
Signature~~-!h.~ !/J:...-:::t ~ DateSjloqo
--------- ~ - --: ---- - - -c-:ti-"""-------------------
Property Owner (Fee Owner) 1~<:"h1d( Q D~ L../... '"1 C&'_ / :z:-r
(If different from above) ., I I
Address J~ 7"'0 /T:2"" d. LA-...,..L /(A...J
Home Phone Lj.2 7 -<7 ;2/7 Business Phone Y 2 7--07 Jv-
Signature h-'~ /-? I: ./-,~ Date siD J 7' )
-----------------------------------------------------------------
CITY of ANDOVER
VARIANCE REQUEST FORM
Property Address ~q7 /4Ist- Lare I1Jvv
Legal Description of property:
(Fill in whichever is appropriate):
Lot LI
Plat
(If metes
Block 7 Addi tion C,aw/) POi/lie. &5f
Parcel PIN. d. 5 -3;(. -;;?L/ - 33 -QQLI';;<
and bounds, attach the complete legal)
---------------------------------------------------------------------
Description of Request
te.
\ fYC' QCV't'v\
)pecific.HardshiP~
Co i"l\b", ~C~
O(\. -ec\.cn S lC
L~L rc rct--
Section of Ordinance g-. Seer 6' ,0;) Current Zoning
(2-4
---------------------------------------------------------------------
Name of APPlicantJhJCL/: IYI~~e. Ell; ~ / Lu'"\da ~. 1<<:(1 Scf'\Qh(rY\Q1\
Address lst',S 1Y-l ~T LeU\.{ f\J~VI frrdOV€r /7CCf Nt .~+ LaN.. N~tJ, !frdCJJer
L '
Home Phonei5SC37J 757-'6703 Business Phone ,;)QO,CZ;73)..
'-- - ~ -, I
. ~ 'f21-fJJ:: ~ .. 1/ . ' / f9t=>-
slgnature~CL' "/J "l/J,<...;", .,:"",__'J~.,.'_. Date>ID ,/
, 1- C
-------- - -~ \ n....... ~
- - ------ -- ----~;..------------------------------
Property Owner (Fee Owner)
(If different from above)
Ash 1T)r<l
DC!-t.-c. -f" / ___ .,--- Lc--- /J
I '
v
Address JG ~i-) /:;-;2 tt--d. L.~ /!/( I
u')me Phone 4'27- '7.J-/7 Business Phone '-/2 7 - 01" J J-
)
~~~::~:::_~:_~~-~-~--~~~--------------_::::_-~~!_~~:~--------
/
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304. (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public hearing
at 7:30 p.m., or as soon thereafter as can be heard, on Tuesday, June 9, 1998 at Andover
City Hall, 1685 CrosstO\\o1l Boulevard NW, Andover, Minnesota to review the lot split
and variance request of Tracy & Mike Ellis and Linda & Ken Scheneman to split a vacant
lot located between them and combine it to their respective properties. Subject property
is located at 697 141st Lane (PIN 25-32-24-33-0042) legally described as Lot 4, Block 7,
CROWN POINTE EAST.
All written and verbal comments will be received at that time. A copy of the application
will be available for review prior to the meeting at City Hall.
I
/
kilL!-
Victoria Volk, City Clerk
Publication dates: May 29, 1998
June 5, 1998
,
)
PIN 253224330043 PIN 253224330044 PIN 2S3224330045
RESIDENT RESIDENT RESIDENT
709 141ST LN 721 141ST LN 733 141ST LN
A' "VER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN 5S304
./
PIN 253224330046 PIN2S3224330047 PIN 253224330019
RESIDENT RESIDENT RESIDENT
74S 141ST LN 757 141ST LN 638 l41ST LN
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN 5S304
PIN 253224330020 PIN 253224330021 PIN 2S3224330022
ASHFORD DEVELOPMENT CORP. RESIDENT RESIDENT
3640 IS2ND LANE 662 141ST LN 674 141ST LN
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN SS304
PIN 253224330023 PIN 253224330024 PIN 253224330025
RESIDENT RESIDENT RESIDENT
686 141ST LN 698 14lST LN 710 141ST LN
ANDOVER, MN S5304 ANDOVER, MN 55304 ANDOVER, MN S5304
PIN 2S3224330054 PIN 253224330038 PIN 253224330037
RESIDENT RESIDENT RESIDENT
722 141ST LN 734 141ST LN 746 I41ST LN
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN SS304
\
,_.J
PIN 253224330036 PIN 253224330026 PIN 253224330027
RESIDENT RESIDENT RESIDENT
7S8 141ST LN 675 141ST AVE 687 141ST AVE
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN 5S304
PIN 253224330029 PIN 253224330028 PIN 253224330030
RESIDENT RESIDENT RESIDENT
711 141ST AVE 699 141ST AVE 72314ISTAVE
ANDOVER, MN S5304 ANDOVER, MN S5304 ANDOVER, MN SS304
?IN 2S3224330031 PIN 2S3224330032 PIN 25322433000S
~ESIDENT RESIDENT RESIDENT
73S 141ST AVE 747141ST AVE 14122 PRAIRIE RD
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN S5304
:>IN PIN PIN
:li:SIDENT RESIDENT RESIDENT
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN 55304
?I1 )
~ESlDENT
\NDOVER, MN S5304
PIN
RESIDENT
ANDOVER, MN 55304
PIN
RESIDENT
ANDOVER, MN 55304
?IN 253224330091
;U:SIDENT
580 142ND LN
\1' 'VER, MN 55304
-'
?IN 253224330088
-\SHFORD DEVELOPMENT CORP,
3640 IS2ND LANE
\NDOVER, MN 55304
DIN 253224330096
-\SHFORD DEVELOPMENT CORP.
3640 152ND LANE
\NDOVER, MN S5304
PIN 253224330099
-\SHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 5S304
"IN 253224330102
-\SHFORD DEVELOPMENT CORP,
3640 IS2ND LANE
ANDOVER, MN S5304
.' \
'. ..J
"IN 253224330 I 15
;U:SIDENT
560 142ND AVE
-\NDOVER, MN SS304
?IN 253224330112
-\SHFORD DEVELOPMENT CORP.
3640 IS2ND LANE
-\NDOVER, MN 55304
"IN 253224330 I 09
-\SHFORD DEVELOPMENT CORP.
3640 lS2ND LANE
-\NDOVER, MN 55304
?IN 253224330052
;U:SIDENT
537 141ST LN
\NDOVER, MN 5S304
"
?l, ,3224330040
,~SlDENT
573 141ST LN
\NDOVER, MN S5304
LS QCO-a:2 flli')(~l,alle""4"
PIN 253224330090
ASHFORD DEVELOPMENT CORP.
3640 IS2ND LANE
ANDOVER, MN 55304
PIN 253224330094
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330097
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330100
ASHFORD DEVELOPMENT CORP.
3640 I 52ND LANE
ANDOVER, MN 55304
PIN 253224330117
ASHFORD DEVELOPMENT CORP,
3640 152ND LANE
ANDOVER, MN 55304
PIN 2532243301 14
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330 I I 1
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330108
ASHFORD DEVELOPMENT CORP,
3640 IS2ND LANE
ANDOVER, MN 55304
PIN 2S3224330053
ASHFORD DEVELOPMENT CORP,
3640 152ND LANE
ANDOVER, MN 5S304
PIN2S3224330041
RESIDENT
68S 141ST LN
ANDOVER, MN 55304
PIN 253224330089
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330095
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330098
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330101
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 2532243301 16
ASHFORD DEVELOPMENT CORP.
3640 152ND LANE
ANDOVER, MN 55304
PIN 2532243301 I3
ASHFORD DEVELOPMENT CORP,
3640 152ND LANE
ANDOVER, MN 55304
PIN 253224330110
ASHFORD DEVELOPMENT CORP.
3640 IS2ND LANE
ANDOVER, MN 55304
PIN 253224330107
RESIDENT
756 142ND AVE
ANDOVER, MN SS304
PIN 253224330039
RESIDENT
661 141ST LN
ANDOVER, MN S5304
PIN 2S3224330042
RESIDENT
697 141ST LN
ANDOVER, MN 55304
/
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: Julv 7.1998
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
Planning
John Hinzman, 5\-1-
City Planner
ITEM NO.
Public Hearinl!:
Vacation of Easement 98-02
697 141st Lane NW
Ellis\Scheneman
J.
Relluest
The City Council is asked to hold a public hearing to vacate drainage and utility easements along
both sides the east and west property lines of Lot 4, Block 7, CROWN POINTE EAST located at
697 141st Lane NW for Tracy and Mike Ellis and Linda and Ken Scheneman on property owned
by Ashford Development Corp., Inc.
I
The request is submitted in conjuction with a lot split and variance. New easements would be
established along the proposed joint property line. The proposed areas are not within the 100
year flood zone and do not contain city utilities. Please see the attached map and resolution for
approval.
Attachments
· Resolution for approval
· Site Map
· Vacation of Easement Application
. Notice of Public Hearing
/
'.
/
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -98
A RESOLUTION GRANTING THE VACATION OF EASEMENT REQUEST OF TRACY
AND MIKE ELLIS AND LINDA AND KEN SCHENEMAN ON PROPERTY OWNED BY
ASHFORD DEVELOPMENT CORP., INC TO V ACA TE DRAINAGE AND UTILITY
EASEMENTS ALONG THE EAST AND WEST LOT LINES OF LOT LOT 4, BLOCK 7,
CROWN POINTE EAST LOCATED AT 697 141 ST LANE NW
WHEREAS, Tracy and Mike Ellis and Linda and Ken Scheneman have requested to vacate the
vacate the following easements along the west and east property lines of Lot 4, Block 7,
CROWN POINTE EAST owned by Ashford Develompent Corp., Inc. at 697 l4lst Lane NW
(PIN 25-32-24-33-0042):
The western five feet Lot 4, and the eastern five feet of Lot 5, Block 7, CROWN
POINTE EAST, Anoka County, Minnesota; except the northern ten feet and the
southern lO feet of said properties.
AND
,
)
The eastern five feet Lot 4, and the western five feet of Lot 3, Block 7, CROWN
POINTE EAST, Anoka County, Minnesota; except the northern ten feet and the
southern 10 feet of said properties.
WHEREAS, the City Council finds the request would not have a detrimental effect upon the
health, safety, moral, and general welfare of the City of Andover; and
WHEREAS, a public hearing was held and there was no opposition to the request.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby
grants the vacation of the drainage and utility easement as requested with the following
condition:
1) Approval of proposed lot split\variance 98-02.
2) City Council approval of dedicated drainage and utility easements along the newly
created property line.
3) Confirmation that vacated areas are absent of all utilities.
Adopted by the City Council of the City of Andover on this 7th day of Julv, 1998.
CITY OF ANDOVER
ArrEST
, /
J.E. McKelvey, Mayor
Victoria Volk, City Clerk
"
,
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CITY of ANDOVER
1685 CROSSTOWN BOUl-~VARD N.w · ANDOVER. MINNl:SOTA 55304 . (612) 755-5100
VACATION OF EASEMENT REQUEST PORK
Property Address {:/i7 l"-Ild Lare /VV
Legal Desc~iption of Prope~ty:
(fill in whichever is appropriate);
Lot
L{
Block 7
Addi tion L/ow/J PO'I]'K? E"sf
Plat Parcel PIN .1<;-3:.?-~L/-"SJ-004:2.
(If metes and hounds, attach the complete regal)
----------------------------------~~-----------------------------
Reason for Request 70 Uacc<€ fte e45/ d; west- Cl'(;,,;'<i)e d VI It h 7
e45emel1l- ,11. (O/!;,,(-f;oV/ tv,'f", 0. fer/- >fJt +-
Current Zoning
2-4
-----------------------------------------------------------------
Signature
Name of
Address
fiOllle Phone
;::~:;~;-~:~::-7;::-~:~:;~---)i;h~~-O~~~;;~;;~~;;~-j:~~------
(If different from above)
Address 5f:AO {~d</Id U;/l€.
Home phone 4~ 7-'1C1.17 Business Phone q~7-oq)r
~~~::::::_~~~~::~~~~~-~~-~----~:::__?~~~?_~-----
A-s4~J.. '[4""",-(,1'-""-'- e..._~__""'7h./ sd-fl.....-' ,~ ..J'_,~ Tl> ~ t-.
b",".~~ r~LA~vJ. b 7 l\....e.... A-/I' I.~~
y 7///';~
"
-'
,
,)
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, '\
'J
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER. MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The City Council of the City of Andover will hold a public hearing at 7:00 p.m., or as soon
thereafter as can be heard, on Tuesday, July 7, 1998 at Andover City Hall, 1685
Crosstown Boulevard NW, Andover, Minnesota to review the Vacation of Easement
request of Tracy and Mike Ellis and Linda and Ken Scheneman to vacate drainage and
utility easements along the west and east property lines of a vacant lot located at 697
141st Lane NW (pin 25-32-24-33-0042), legally described as Lot 4, Block 7, CROWN
POINTE EAST.
All written and verbal comments will be received at that time. A copy of the application
will be available for review prior to the meeting at City Hall.
t;L (/#
Victoria V olk, City Clerk
Publication dates: June 26, 1998
July 3, 1998
PIN 253224330091 PIN 253224330090 PIN 253224330089
RESIDENT RESIDENT RESIDENT
680 142ND LN 692 142ND LN 704 142ND LN
A '~mOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN SS304
\
J
PIN 253224330088 PIN 2S3224330094 PIN 2S3224330095
RESIDENT RESIDENT RESIDENT
716 142ND LN 647 142ND AVE 659 142ND AVE
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304
PIN 2S3224330096 PIN 253224330097 PIN 253224330098
RESIDENT RESIDENT RESIDENT
671142NDAVE 683 142ND AVE 695 142ND AVE
ANDOVER, MN 55304 ANDOVER, MN SS304 ANDOVER, MN 55304
PIN 253224330099 PIN 2S3224330100 PIN 253224330101
RESIDENT RESIDENT RESIDENT
707142NDAVE 719142NDAVE 731142NDAVE
ANDOVER, MN 55304 ANDOVER, MN S5304 ANDOVER, MN 55304
PIN 253224330102 PIN 253224330117 PIN 253224330116
RESIDENT RESIDENT RESIDENT
743 142ND AVE 636 l42ND AVE 648 142ND AVE
ANDOVER, MN 5S304 ANDOVER, MN S5304 ANDOVER, MN 55304
\
, ./2S3224330115 PIN 2S3224330114 PIN 253224330113
RESIDENT RESIDENT RESIDENT
660 142NDAVE 672142NDAVE 684142NDAVE
ANDOVER, MN 55304 ANDOVER, MN S5304 ANDOVER, MN 55304
PIN 253224330112 PIN 253224330111 PIN 253224330110
RESIDENT RESIDENT RESIDENT
696142NDAVE 708 142ND AVE 720 142ND AVE
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN 55304
PIN 253224330109 PIN 2S3224330108 PIN 253224330107
RESIDENT RESIDENT RESIDENT
732 l42ND AVE 744 142ND AVE 756 142ND AVE
ANDOVER, MN 55304 ANDOVER, MN S5304 ANDOVER, MN S5304
PIN 2S3224330052 PIN 253224330053 PIN 253224330039
RESIDENT RESIDENT RESIDENT
637l41STLN 6S0 141ST LN 661 14lST LN
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN 55304
PIN 2S3224330040 PIN 2S3224330041 PIN 253224330042
'IDENT RESIDENT RESIDENT
I
6t3l41STLN 685 141ST LN 69714lSTLN
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN SS304
PIN 253224330043 PIN 2S3224330044 PIN 25322433004S
RESIDENT RESIDENT RESIDENT
709 141ST LN 721 141ST LN 733 l41ST LN
I' "1DOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN 55304
,
)
PIN 253224330046 PIN 253224330047 PIN 253224330019
RESIDENT RESIDENT RESIDENT
745141STLN 757 141ST LN 638141STLN
ANDOVER, MN 55304 ANDOVER, MN SS304 ANDOVER, MN SS304
PIN 2S3224330020 PIN 253224330021 PIN 2S3224330022
RESIDENT RESIDENT RESIDENT
650 141ST LN 662141STLN 674 l41ST LN
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN 55304
PIN 253224330023 PIN 2S3224330024 PIN 253224330025
RESIDENT RESIDENT RESIDENT
686 l41ST LN 698 141ST LN 710 141ST LN
ANDOVER, MN 55304 ANDOVER, MN SS304 ANDOVER, MN 5S304
PIN 253224330054 PIN 2S3224330038 PIN 253224330037
RESIDENT RESIDENT RESIDENT
722 141ST LN 734 14lST LN 746 141ST LN
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN S5304
l,./2S3224330036 PIN 2S3224330026 PIN 253224330027
RESIDENT RESIDENT RESIDENT
758l41STLN 675 14lST AVE 687 l41ST AVE
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER, MN S5304
PIN 253224330029 PIN 253224330028 PIN 253224330030
RESIDENT RESIDENT RESIDENT
711 141ST AVE 699 141ST AVE 723 141ST AVE
ANDOVER, MN 55304 ANDOVER, MN SS304 ANDOVER, MN SS304
PIN 253224330031 PIN 2S3224330032 PIN 2S3224330005
RESIDENT RESIDENT RESIDENT
735 141ST AVE 747 141ST AVE 14122 PRAIRIE RD
ANDOVER, MN 55304 ANDOVER, MN 5S304 ANDOVER, MN 55304
PIN 2S3224330031
ASHFORD DEVELOPMENT CORP INC
3640 IS2ND LN NW
ANDOVER MN 5S304
'\
/
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
\
)
/
DATE: Julv 7. 1998
AGENDA SECTION
Discussion Item
ITEM NO.
y,UbliC Hearing/98-13/Fox Meadows/Streets
ORIGINATING DEPARTMENT
Todd Haas~
Engineering
The City Council is requested to hold a public hearing for 7:00 PM for Project 98-13, for the
Fox Meadows area.
Attached are the following:
-Resolution ordering improvement
-Letter to property owners
-Public Hearing Notice
-List of property owners
-Copy of original petition and map received by City
'\
)
Note: The feasibility report was in the June 16, 1998 packet. Please bring this to the
meeting.
The original petitioned area had the following information:
Fox Meadows
Proposed total number of lots - 27
Number in favor of improvements - 19
Number against - 2
Number unavailable - 6
Note: 4020 and 4040 - 160th Lane NW were considered unavailable because the property
owner did not sign the petition.
,
.I
/
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ORDERING THE IMPROVEMENT OF PROJECT NO. 98-13,
FOX MEADOWS.
WHEREAS, Resolution No. 111-98 of the City Council adopted on the 16th
day of June, 19 98 ,fixed a date for a public hearing; and
WHEREAS, pursuant to the required published and mailed notice such
hearing was held on the 7th day of Julv , 19 ~; and
WHEREAS, all persons desiring to be heard were given such opportunity for
same; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
'\ Andover to hereby order improvement Project No. 98-13
)
MOTION seconded by Councilmember
and adopted by the
City Council at a reqular
meeting this 7th day of Julv ,19JHL, with
Councilmembers
voting in favor of the
resolution, and Councilmembers
voting
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
\
/
CITY of ANDOVER
;',"
1685 CROSSTOWN BOULEVARD N.W, . ANDOVER. MINNESOTA 55304 . (612) 755-5100
June 17, 1998
Re: Proposed Improvement: Street Construction! Fox Meadows(Dakota Street NW, 160th Lane
NW & South Enchanted Drive NW)!Project 98-13
Dear Resident:
A feasibility report has been prepared to determine the estimated cost to pave the streets in the
above mentioned area.
Discussion:
The City of Andover has received a petition from your neighborhood to consider reconstructing the
streets within your area. The construction would consist of paving a 24 foot wide asphalt surface
2.5" thick on 4" of gravel base. The streets in the area presently exist as 22-26 foot wide rural
section roadways consisting of fine sand and gravel.
,
; Estimated Cost:
The estimated assessment to each lot is $4,720.00. This cost could be assessed over a 10 year
period at approximately 6% interest or the assessment may be paid in full with no interest within
30 days of the assessment hearing.
Assessment Period/Cost:
The annual assessment payment over 10 years at 6% is approximately $500 per year.
If you have any questions, feel free to contact me or my assistant Todd at 755-5100.
Sincerely,
(2J~~
Scott Erickson, P.E.
City Engineer
SE:rja
Encl.
cc: Mayor & City Council
\
,
.\ .,
. CITY of ANDOVER
"
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF HEARING ON IMPROVEMENT
PROJECT NO. 98-13
FOX MEADOWS
NOTICE IS HEREBY GIVEN that the City of Andover, Anoka County, Minnesota will meet
at the Andover City Hall, 1685 Crosstown Boulevard NW in the City of Andover, on
Tuesday, July 7, 1998 At 7:00 PM to consider the making of the following improvements:
Street Construction
The property to be assessed, pursuant to Minnesota Statutes Section 429, for the
improvement is within the following described area:
Fox Meadows
(Dakota Street NW, 160th Lane NW & South Enchanted Drive NW)
The estimated cost of such improvement is $127,420.00.
Such persons as desire to be heard with reference to the proposed improvement will be
heard at this meeting.
CITY OF ANDOVER
~d-a
Victoria Volk - City Clerk
Publication Dates:. 6-19-98
6-26-98
7-3-98
183224420004
DAVID & PA EGGERSGLUSS
16000 DAKOTA ST. NW
P''10VER, MN 55304
183224440012
DEL TON & RUTH GRUSSING "
15820 DAKOTA ST. NW
ANDOVER. MN 55304
183224440009
EDWARD & ELAINE KOVAR
15710 DAKOTA ST. NW
ANDOVER, MN 55304
183224440004
RANDALL LINDGREN
15801 DAKOTA ST. NW
ANDOVER, MN 55304
183224420002
DANNY & JUDY TROUTH
16011 DAKOTA ST. NW
ANDOVER, MN 55304
F .
. ..--J2 24 41 0003
CYRIL & DONNA LARSON
4101 - 160TH LANE NW
ANDOVER, MN 55304
183224410010
PAUL DENNIE
4020 - 160TH LANE NW
ANDOVER, MN 55304
18322441 0007
DAVID GROTH
4130 - 160TH LANE NW
ANDOVER, MN 55304
183224410011
AMY CZECK
4021 S. ENCHANTED DR. NW
ANDOVER, MN 55304
\Y'\3a ay ~4 OD\~
l..J>.. \ Cw.\1\ \Wo. C\R ~\
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98-13.DOC
183224420003
ROGER & MELODY VIRCHOW
15930 DAKOTA ST. NW
ANDOVER, MN 55304
183224440011
SCOTT NEWBERGER & LB GENS
15800 DAKOTA ST. NW
ANDOVER, MN 55304
183224440013
BRAD & SANDRA ZIMMERMAN
15900 DAKOTA ST. NW
ANDOVER, MN 55304
183224440010
ROBERT & CONSTANCE
MORTENSEN
15740 DAKOTA ST. NW
ANDOVER, MN 55304
18 32 24 44 0006 Sc.Co\-~'-\- ~~\o-.. 18 32 2444 0005
GORDON S DeOM rrvl\Tr'" MICHEL & WANDA KNUDSON
15711 DAKOTA ST. NW 15741 DAKOTA ST. NW
ANDOVER, MN 55304 ANDOVER, MN 55304
183224440014
DAVID & SANDRA WOODS
15831 DAKOTA ST. NW
ANDOVER, MN 55304
18322441 0001
CHARLES & KIMBERLY DEWEY
4141 - 160TH LANE NW
ANDOVER, MN 55304
18322441 0004
JOSEPH & KIMBERLY
TARNOWSKI
4041 - 160TH LANE NW
ANDOVER, MN 55304
18322441 0009
CHRISTOPHER & H BRAATEN
4040 - 160TH LANE NW
ANDOVER, MN 55304
18322441 0013
T. BEDNARCZYK & G NEISES
4101 S. ENCHANTED DR. NW
ANDOVER, MN 55304
t~ 3,3 dLj 41..{ co l,
D\t~il\.tv\ .... ;~ L C;"~J\'~-z.
YCLto S, E~tLl\-\.zc1. Dr.
18322441 0006
GARY & MARGARET MULVILLE
15921 DAKOTA ST. NW
ANDOVER, MN 55304
18322441 0002
JAMES LARSEN
4121 - 160TH LANE NW
ANDOVER, MN 55304
18322441 0005
ALAN & DV PHILLIPS
4021 - 160TH LANE NW
ANDOVER, MN 55304
183224410008
ROBERT RIORDAN
4100 - 160TH LANE NW
ANDOVER, MN 55304
18322441 0012
LOIS BORDWELL
4041 S. ENCHANTED DR. NW
ANDOVER, MN 55304
183224440003
EARL GAMMELGAARD
4020 S. ENCHANTED DR. NW
ANDOVER, MN 55304
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Gentlemen:
CITY of ANDOVER
RECEIVED
MAY , 8 1900 I
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CITY OF ANDOVt.~
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Stru+.s )
Date: ~- --S-Ci(-'
No. '18-13
We, the undersigned, owners of real property in the following described
area:
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~~n~~~~~~i~~t~ii~~t~hat ~~~~~~~tio~~;~~\~~ area be improved by
and that the cost of said improvement be assessed against the benefiting
property, as authorized by Chapter 429, Laws of Minnesota.
LEGAL DESCRIPTION
NO
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This petition
Address: 0
was circulated by: ?... .,t,.; i""'.f'c..~el"\
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CITY of ANDOVER
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Gentlemen:
Date: .11( ~ ~, I /'1 g
No.
We, the undersigned, owners of real property in the fOllowing described
area:
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and that the cost of said improvement be assessed against the benefiting
property, as authorized by Chapter 429, Laws of Minnesota.
do hereby petition that said portion of said area be improved by
Construction of City ;) 19up.q( -")T/' Pc==' T "
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Lj~GAL DESCRIPTION
,
NO
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This petition was circulated by:
Address: G <//..10 /?:,/,?r/1'
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CITY of ANDOVER
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Date:
No.
Gentlemen:
We, the undersigned, owners of real property 1n the following described
area:
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do hereby petition that said portion of said area be improved by
Construction of City t\ ~i"'( '.v:r fn\ ~,,,,,,,.t
and that the cost of said improvement be assessed against the benefiting
property, as authorized by Chapter 429, Laws of Minnesota.
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OWNER
ADDRESS
LEGAL DESCRIPTION
YES
NO
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
'\
/
DATE: Julv 7,1998
AGENDA SECTION
Discussion Items
ORIGINATING DEPARTMENT
ITEM NO.
Order Plans & Specs/98-13/Fox Meadows/Streets
5.
Scott Erickson~
Engineering
The City Council is requested to approve the resolution ordering plans and specifications for
Project 98-13, Fox Meadows (Dakota Street NW, 160th Lane NW & South Enchanted Drive
NW) for street improvements.
"
)
\
,/
----
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ORDERING IMPROVEMENT AND DIRECTING PREPARATION OF
PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NO. 98-13
IN THE FOX MEADOWS ((DAKOTA STREET NW, 160TH LANE NW & SOUTH
ENCHANTED DRIVE NW) AREA FOR STREET IMPROVEMENTS.
WHEREAS, Resolution No. ~ of the City Council adopted on the 16th day
of June, 1998, fixed a date for a public hearing; and
WHEREAS, pursuant to the required published and mailed notice, such hearing
was held on the 7th day of~, 1998; and
WHEREAS, all persons desiring to be heard were given such opportunity for
same; and
'\
)
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Andover to hereby order improvement Project No. 98-13.
BE IT FURTHER RESOLVED by the City Council of the City of Andover to
designate the City Engineer as the Engineer for this improvement and he is directed to
prepare plans and specifications for such improvement.
BE IT FURTHER RESOLVED that the City Engineer is to obtain all the
necessary drainage and utility easements before construction.
MOTION seconded by Councilmember and adopted by the
City Council at a reqular meeting this ~ day of July ,19--.lliL, with
Councilmembers
in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
voting
ATTEST:
J.E. McKelvey - Mayor
\ Victoria Volk - City Clerk
j
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
-'
DATE: Julv 7.1998
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Plans & Specs/98-13/
Fox Meadows/Streets
Co.
Scott Erickson,~L
Engineering
The City Council is requested to approve the resolution approving plans and specifications
and ordering the advertisement for bids for Project 98-13, Fox Meadows (Dakota Street NW,
160th Lane NW & South Enchanted Drive NW) for street improvements.
Specifications are available in the Engineering Department for review.
/
"
-'
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND
ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 98-13 ,IN
THE AREA OF FOX MEADOWS (DAKOTA STREET NW, 160TH LANE NW
& SOUTH ENCHANTED DRIVE NW) FOR STREET IMPROVEMENTS.
WHEREAS, pursuant to Resolution No. -98 , adopted by the City
Council on the 7th day of July , 19~, the City Enqineer has prepared
final plans and specifications for Project 98-13 for street improvements.
WHEREAS, such final plans and specifications were presented to the City
Council for their review on the 7th day of July ,19~.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby approve the Final Plans and Specifications.
.,
BE IT FURTHER RESOLVED by the City Council of the City of Andover to
hereby direct the City Clerk to seek public bids as required by law, with such bids
to be opened at 10:00 AM, Auqust 3 ,19 98 at the Andover City Hall.
I
,/
MOTION seconded by Councilmember and adopted by the
City Council at a reQular meeting this 7th day of July ,19 98 , with
Councilmembers voting in
favor of the resolution, and Councilmembers voting against, whereupon
said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE:
Julv 7. 1998
AGENDA SECTION
Discussion Item
ITEM NO.
Coon Creek Watershed Dist. Evaluation/
Hamilton Square/Chesterton Commons/Drainage
"
ORIGINATING DEPARTMENT
Scott ~rick~on,~~
Engmeerrng
At the May 19, 1998, City Council meeting the Council requested that the Coon Creek
Watershed District re-evaluate the storm water for the Hamilton/Chesterton proposed drainage
system. The Watershed has modeled these sites and will be at the meeting to present their
report to the Council.
I
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,
)
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COON CREEK WATERSHED DISTRICT
Request for Board Action
MEETING DATE:
AGENDA NUMBER:.
FILE NUMBER:
ITEM:
June 22, 1998
11
Cambridge, Chesterton, Hamilton Storm Water Modeling
FISCAL IMP ACT: Discussion
POLICY IMPACT: Budgeted
REQUEST
Receive the above titled report and forward to the Andover city Council
BACKGROUND
At the May 26, 1998 meeting the Board authorized staff involvement in confirming and
resolving storm water hydrology issues between and on Cambridge Estates, Chesterton
Commons, and Hamilton Square.
This issue dates to the May 19, 1998 Andover City Council meeting. At that City council
meeting, the Council requested assistance from the District in resolving storm water and
hydrology issues involving Hamilton Square and Chesterton Commons.
'\
j
At the meeting, the Council reviewed and denied the final plat for the portion of
Chesterton Commons immediately north of Hamilton Square. Discussion centered
around unresolved stormwater issues between and on both Chesterton Commons and
Hamilton Square. The Council asked the District to assist in the resolution of this issue.
The scope of work involves confirming the hydraulics of the subwatershed and to act as
an independent third party to confirm facts.
ISSUES/CONCERNS
1. Methods: Montgomery Watson prepared a HydroCAD model of the Hamilton Square
and Chesterton Commons projects in Andover. Model inputs were developed using the
final grading, drainage and erosion control plans prepared by Loucks and Associates for
Hamilton Square and Hakanson Anderson and Associates for Chesterton Commons. The
HydroCAD model included the 24-hour, 2, 4, 7 and IO-day rainfalls and the lO-day
snowmelt runoff events. The model variations included the 25-year pre-development,
1 OO-year post-development and the 1 OO-year post development condition for Lot 1, Block
6 of Chesterton Commons changed from residential to commercial land use. The outlet
configuration for Hamilton Square used the as-built drawing as shown on Figure 1.
\ The longer duration storms relative to the 24-hour event were run because Hakanson
/ Anderson Associates presented to the Watershed District 2-day and 4-day rainfall runs
~
)
which indicated that the lOa-year event discharge and elevation for the Hamilton Square
project were higher for these duration storms than the previously approved 24-hour event.
In order to analyze the entire subwatershed area in a consistent manner Montgomery
Watson prepared a HydroCAD model for several scenarios for the subwatersheds which
include Hamilton Square and the West Pond area of Chesterton Commons. These
subwatersheds ultimately outlet directly to County Ditch 37 from the Chesterton
Commons West Ponds.
2, Evaluation Criteria: When the permit applications were reviewed for these projects
the District criteria was to design for "drainage sensitive uses" for the 24-hour Type II
rainfall distribution storm event. The "drainage sensitive uses" criteria requires the post
development lOa-year event discharge to not exceed the pre development 25-year event.
The permit applicant's engineers provided hydrologic models based on the Soil
Conservation Services TR-20 computer hydrology model that showed the criteria was
met.
3. Findinl!s: Table I shows the results of the Montgomery Watson model as compared
to Loucks and the Hakanson models. This table illustrates the following points:
a) The lOa-year post-development discharge from Chesterton Commons and Hamilton
Square at the West Pond discharge point is less than the 25-year pre-development
conditions for all modeled rainfall and snowmelt events.
'\
.j
b) The Hamilton Square discharge meets the watershed district's "drainage sensitive
uses" criteria by discharging the post development lOa-year 24-hour rainfall at less
the undeveloped 25-year 24-hour rainfall rate.
c) The Chesterton Commons and Hamilton Square watershed discharges the post
development lOa-year 24-hour rainfall at less the undeveloped 25-year 24-hour
rainfall rate.
d) The lOa-year post-development discharges and elevations are equivalent at the West
Pond discharge point for model runs which used a Hamilton Square starting water
surface elevation equal to mottled soils and a starting water surface elevation equal to
the runout invert elevation.
e) A comparison of the Montgomery Watson Chesterton Commons lOa-year post
development models shows the Hamilton Square discharge has no effect on the
Chesterton Commons' West Pond lOa-year elevation and between 0.2 to 0.4 cfs
increase in the discharge rate. This is approximately a I % increase in flow rate.
.)
t) A comparison of the Montgomery Watson and the Hakanson Anderson Hamilton
Square models shows the elevations and discharges are approximately the same for
the lOa-year 24-hour, 2, and 4-day events. This discrepancy resulted from that
j
Hakanson Anderson incorrectly using 8.6 inches of precipitation instead of 8.1 for the
4-day, lOa-year event.
g) The Montgomery Watson results show that by starting the Hamilton Square pond at
mottled soils (893.5), peak elevations and discharges are significantly less than
starting at the as-built runout elevation.
h) The critical duration storm for the 25-year pre-development condition is the 7-day
rainfall. The critical duration storm for all lOa-year post-developed conditions is the
1 a-day rainfall. The results are comparable for all modeling scenarios.
i) The lOa-year 2-,4-,7-, and la-day rainfalls result in a discharge through Hamilton
Square's grated outlet structure overflow when the starting water surface elevation is
at the runout elevation (897.02).
j) Montgomery Watson's model has an equivalent lOa-year 24-hour peak elevation and
discharge rate for Hamilton to the previously approved 900.5 peak elevation and 0.77
cfs discharge calculated by McCombs Frank Roos. McCombs Frank Roos used the
Loucks and Associates model, but adjusted the runout elevation to match as-built
conditions.
"-
,
/
k) Adjusting the starting water surface elevation for the Chesterton Commons West
Pond from the runout elevation to mottled soils was investigated. Soil logs were
reviewed for borings 1,2,3,4, 11, 12 and 13. These logs showed that mottled soils
are generally at the runout elevation or higher. Therefore, the only pond that was
modeled with a starting water surface elevation at mottled soils was the Hamilton
Square pond.
4. Conclusions And Recommendations:
1. The Hamilton Square pond berm should be 901.6 to allow for one foot offreeboard
above the emergency overflow elevation and at least one foot higher than the 100-
year 24-hour rainfall.
2. The low floor elevations on Hamilton Square must be no lower than 902.6 for lots
that are adjacent to the pond. Correspondence by Jeff Elliott ofMFRA on June 5,
1998 states the two constructed buildings are sufficiently high. The Mork Clinic was
constructed at 904.0 and the post office was constructed with a lowest floor of903.0.
3. In my opinion, the lOa-year peak elevation on the Hamilton Square pond will be from
starting the water surface elevation at mottled soils and not the runout elevation
'\ because the soil types underlying the Hamilton Square pond allow for infiltration to
) mottled soils (893.5) between storm events. Therefore, adequate storage capacity will
\
be available to hold most of the 100-year event runoff before the Hamilton Square
pond discharges.
4. The Montgomery Watson models show the 100-year, 24-hour elevation for
Chesterton Commons is 898.2. By comparison the Hakanson Anderson model
calculated 898.0. Therefore, lots 1,2,3 and 4 in Block 9 need to be raised 0.2' to
900.2.
5. Montgomery Watson and the watershed staff are investigating the applicability of
requiring longer duration storms for future developments and projects to establish
maximum pond water surface elevations. It appears that in subwatersheds that have
a large storage capacity and a relatively small outlet, the larger volume of
precipitation delivered by the longer duration storms is more critical than the intensity
of the shorter duration storms.
6. If there is a change in proposed land use on Chesterton Commons from residential to
commercial, hydrologic data must be recalculated.
RECOMMENDATION
Receive the report and forward to the Andover city Council
,
/
Motion Second Yes No
Knoll
Hentges
Marvin
Richmond
Williams
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/
Draft Minutes
6/22/98 Coon Creek Watershed District Board of Managers' Meeting
Present:
Staff:
Others:
Eldon Hentges, Jeff Knoll, Joseph Marvin, LuEllen Richmond, Paul Williams.
Tim Kelly, Ed Matthiesen, Brian Vlach, Michelle Ulrich, Lori Haak.
Carl Anderson, Craig Anderson, Scott Erickson, Ed Hamilton, Jeny
WindschitI.
11. Cambridge, Chesterton and Hamilton Stormwater Modeling Report: At the May
26, 1998 meeting the Board authorized staff involvement in confirming and resolving
storm water hydrology issues between and on Cambridge Estates, Chesterton Commons
and Hamilton Square.
This issue dates to the May 19, 1998 Andover City Council meeting. At the meeting, the
Council reviewed and denied the final plat for the portion of Chesterton Commons
immediately north of Hamilton Square. Discussion centered around unresolved
stormwater issues between and on both Chesterton Commons and Hamilton Square. The
Council requested assistance from the District in resolving storm water and hydrology
issues involving Hamilton Square and Chesterton Commons. The scope of work involves
confirming the hydraulics of the subwatershed and to act as an independent third party to
confirm facts.
The staff report identified the following issues and concerns:
1. Methods: Montgomery Watson prepared a HydroCAD model of the Hamilton Square
and Chesterton Commons projects in Andover. Model inputs were developed using
the final grading, drainage and erosion control plans prepared by Loucks and
Associates for Hamilton Square and Hakanson Anderson and Associates for
Chesterton Commons. The HydroCAD model included the 24-hour, 2, 4, 7 and 10-
day rainfalls and the 10-day snowmelt runoff events. The model variations included
the 25-year pre-development, 100-year post-development and the 100-year post-
development condition for Lot 1, Block 6 of Chesterton Commons changed from
residential to commercial land use. The outlet configuration for Hamilton Square used
the as-built drawing as shown on Figure 1.
The longer duration storms relative to the 24-hour event were run because Hakanson
Anderson presented to the District 2-day and 4-day rainfall runs which indicated that
the 100-year event discharge and elevation for the Hamilton Square project were
higher for these duration storms than the previously approved 24-hour event. In order
to analyze the entire subwatershed area in a consistent manner Montgomery Watson
prepared a HydroCAD model for several scenarios for the subwatersheds which
include Hamilton Square and the West Pond area of Chesterton Commons. These
subwatersheds ultimately outlet directly to County Ditch 37 from the Chesterton
Commons West Ponds.
DRAFT Minutes: June 22, 1998 Meeting of the Con Creek Watershed District Board of Managers.
Page 2 of8
/
2. Evaluation Criteria: When the permit applications were reviewed for these projects
the District criteria was to design for "drainage sensitive uses" for the 24-hour Type II
rainfall distribution storm event. The "drainage sensitive uses" criteria requires the
post development 1 DO-year event discharge to not exceed the pre development 25-
year event. The permit applicant's engineers provided hydrologic models based on the
Soil Conservation Services TR-20 computer hydrology model that showed the criteria
was met.
"
3. Findings: Table 1 was included in the Board packet and showed the results of the
Montgomery Watson model as compared to the Loucks and Associates and Hakanson
Anderson models. This table illustrated the following points:
a) The 100-year post-development discharge from Chesterton Commons and
Hamilton Square at the West Pond discharge point is less than the 25-year pre-
development conditions for all modeled rainfall and snowmelt events.
b) The Hamilton Square discharge meets the watershed district's "drainage sensitive
uses" criteria by discharging the post development 1 DO-year 24-hour rainfall at less
the undeveloped 25-year 24-hour rainfall rate.
c) The Chesterton Commons and Hamilton Square watershed discharges the post
development 1 DO-year 24-hour rainfall at less than the undeveloped 25-year 24-
hour rainfall rate.
d) The 1 DO-year post-development discharges and elevations are equivalent at the
West Pond discharge point for model runs which used a Hamilton Square starting
water surface elevation equal to mottled soils and a starting water surface
elevation equal to the runout invert elevation.
e) A comparison of the Montgomery Watson Chesterton Commons 100-year post
development models shows the Hamilton Square discharge has no effect on the
Chesterton Commons' West Pond 1 DO-year elevation and between 0.2 to 0.4 cfs
increase in the discharge rate. This is approximately a I % increase in flow rate.
t) A comparison of the Montgomery Watson and the Hakanson Anderson Hamilton
Square models shows the elevations and discharges are approximately the same for
the I DO-year 24-hour, 2, and 4-day events. This discrepancy resulted from
Hakanson Anderson incorrectly using 8.6 inches of precipitation instead of8.1 for
the 4-day, I DO-year event.
g) The Montgomery Watson results show that starting the Hamilton Square pond at
mottled soils (893.5), peak elevations and discharges are significantly less than
starting at the as-built runout elevation,
h) The critical duration storm for the 25-year pre-development condition is the 7-day
rainfall. The critical duration storm for all 1 DO-year post-developed conditions is
the I D-day rainfall. The critical durations are the same for all modeling scenarios.
i) The 1 DO-year 2-,4-, 7-, and I D-day rainfalls result in a discharge through Hamilton
Square's grated outlet structure overflow when the starting water surface elevation
is at the runout elevation (897.02).
j) Montgomery Watson's model has an equivalent I DO-year 24-hour peak elevation
and discharge rate for Hamilton to the previously approved 900.5 peak elevation
}
,
)
DRAFr Minutes: June 22, 1998 Meeting of the Con Creek Watershed District Board of Managers.
Page 3 of8
"
and 0.77 cfs discharge calculated by McCombs Frank Roos. McCombs Frank
Roos used the Loucks and Associates model, but adjusted the runout elevation to
match as-built conditions.
k) Adjusting the starting water surface elevation for the Chesterton Commons West
Pond from the runout elevation to mottled soils was investigated. Soil logs were
reviewed for borings 1, 2, 3, 4, 11, 12 and 13. These logs showed that mottled
soils are generally at the runout elevation or higher, Therefore, the only pond that
was modeled with a starting water surface elevation at mottled soils was the
Hamilton Square pond.
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The staff report also included the following conclusions and recommendations:
1. The Hamilton Square pond berm should be 901.6 to allow for one foot offreeboard
above the emergency overflow elevation and at least one foot higher than the IOO-year
24-hour rainfall.
2. The low floor elevations on Hamilton Square must be no lower than 902.6 for lots that
are adjacent to the pond. Correspondence by Jeff Elliott of McCombs Frank Roos on
June 5, 1998 states the two constructed buildings are sufficiently high. The Mork
Clinic was constructed at 904.0 and the post office was constructed with a low floor
of903.0.
3. In the opinion of Ed Matthiesen, District Engineer, the 1 DO-year peak elevation on the
Hamilton Square pond will be from the starting water surface elevation at mottled soils
and not the runout elevation because the soil types underlying the Hamilton Square
pond allow for infiltration to mottled soils (893.5) between storm events. Therefore,
adequate storage capacity will be available to hold most of the IOO-year event runoff
before the Hamilton Square pond discharges.
4. The Montgomery Watson models show the 100-year, 24-hour elevation for
Chesterton Commons is 898.2. By comparison the Hakanson Anderson model
calculated 898.0. Therefore, lots 1,2,3 and 4 in Block 9 need to be raised 0.2' to
900.2.
5. Montgomery Watson and the watershed staff are investigating the applicability of
requiring longer duration storms for future developments and projects to establish
maximum pond water surface elevations. It appears that in subwatersheds that have a
large storage capacity and a relatively small outlet, the larger volume of precipitation
delivered by the longer duration storms is more critical than the intensity of the shorter
duration storms.
6. If there is a change in proposed land use on Chesterton Commons from residential to
commercial, hydrologic data must be recalculated.
Staff recommendation was to receive the report and forward to the Andover City Council.
Matthiesen stated that the model was run using information from the grading plans of two
engineering firms, Hakanson Anderson and Loucks and Associates. Matthiesen added
that typically, the District looks at 24 hour storms when evaluating ponding. Matthiesen
stated that this project involved a large pond with a small outlet and that, in such a case,
) the volume of water is more important than the intensity of the storm. Matthiesen added,
DRAFf Minutes: June 22, 1998 Meeting of the Con Creek Watershed District Board of Managers.
Page 4 of8
because of that, there may be a downstream sensitivity to upstream activities. Matthiesen
/ stated that, because of the possible downstream sensitivity, the 2,4, 7 and 10 day storms
were also modeled. Matthiesen noted that 10 day storms had never been used before on
smaller watersheds, only on large watersheds.
Matthiesen stated that another issue with this site was soil type. Matthiesen noted that the
soils on site included Zimmerman and Isanti, both of which have very high infiltration
rates. This led to the question of the appropriate starting water surface elevation
(SWSEL). Matthiesen stated that two models were run: one using Matthiesen's
recommendation ofSWSEL at mottled soils, and one using the City's more conservative
SWSEL at the elevation of the outlet.
Matthiesen stated that Peter Raatikka of Hakanson Anderson had faxed Matthiesen
additional information at 4:45 p.m. that afternoon (6/22), but the information did not
change the information presented in Table I. Matthiesen then explained the findings and
conclusions from Table I to the Board, noting that findings (d) and (e) indicated that the
peak of the first pond will pass before the peak of the second pond reaches the first pond.
Matthiesen also noted the following conclusions:
(1) The Hamilton Square pond berm must be raised at least a foot to provide
freeboard.
(2) The low floor elevations on Hamilton Square must be no lower than 902.6 for
lots adjacent to the pond.
" (4) Lots I, 2, 3 and 4 in Block 9 of Chesterton Commons must be raised 0.2' to
, / 900.2.
(6) If the proposed land use of Chesterton Commons changes from residential to
commercial, the area must be re-modeled.
Williams asked for clarification of the staff recommendation. Kelly stated that staff
recommended receiving the report, fOlwarding it to the City of Andover and making
report details available to the engineers. Williams moved to receive the report, forward it
to the City and make report details available to the engineers. Motion seconded by
Richmond.
Windschitl asked to address the Board. Windschitl stated that original Board approval of
Hamilton Square was for a two pond design, not a one pond design. Windschitl added
that, if Hamilton could get the easements, a single pond could be used. Windschitl stated
that the second addition of Chesterton Commons was denied because the City wanted
Windschitl to grant easements on land he was not platting, for the benefit of the
Hamiltons. Windschitl stated that he would like some consideration of the Board's original
decision on Hamilton Square. Windschitl stated that his plat was denied on the basis that
he would not grant an easement.
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Windschitl stated that if the Board proceeded with the I pond design, he would like to see
several items addressed. The first item was conclusion 2 from the item 11 RBA: "The
low floor elevations on Hamilton Square must be no lower than 902.6 for lots that are
DRAFT Minutes: June 22, 1998 Meeting of the Con Creek Watershed District Board of Managers.
Page 5 of8
I
adjacent to the pond." Windschitl noted that Chesterton Commons had lots with
approved low floor elevations of 896.0, on which homes had been constructed.
Windschitl added that the pond would come to a minimum of900.3. Windschitl stated
that his engineer estimated the top of the berm at the back of the pond to be 2 to 3 ft wide.
Windschitl stated that his concern was that the houses were at 896.0, which was 4.3 ft
below the high water of the pond. Windschitl added that, if the dike broke, homes would
be flooded and damaged. Windschitl noted that Chester Colvis' home was also near the
pond and was lower than the homes in Chesterton Commons.
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Kelly stated that he identified three major concerns voiced by Windschitl: 1. The nature
of the Board's original approval, 2. The quantity of flows, and 3. Safety issues. With
regard to the original Board approval, Kelly replied that the Board approved Hamilton
Square, with a note that the Board preferred the pond have an outlet, under the principle
that it is better water resource management to have a pond with an outlet than a land-
locked pond. Kelly stated that the Hamiltons were provided options in a different context
than that portrayed by Windschitl: 1. If the Hamiltons could secure easements, the
District would prefer the pond discharge rather than keep the water on-site. IfHamiltons
could find an outlet for the pond, the one-pond design would provide sufficient storage.;
2. A second pond would be required to store the additional volume on-site if easements
for an outlet could not be obtained. Kelly stated that the Board had taken this action so
the Hamiltons could go ahead with the project. Kelly stated that whether the Hamiltons
decided to stub the utilities to the line or not was a gamble on their part, but was not an
issue for the District.
Knoll clarified that two ponds would be needed only if there was no outlet. Kelly added
that the Hamiltons could develop the site with 1 pond up to the point that the drainage
from the property could be handled by one pond. Knoll suggested that perhaps Windschitl
believed the Board was attempting to force the outlet. Windschitl replied that the City had
been attempting to force the outlet.
Windschitl provided a cross-section drawing of the Hamilton Square pond and the houses
on Chesterton Commons immediately north of the pond. Windschitl noted that the
drawing was not to scale. Windschitl referred to the cross-section drawing stating that, on
the north side of the pond, the berm was very narrow or minimal. Windschitl added that
his engineer indicated that, as water rises, the berm behaves like a funnel and the top
pressure is extreme. Windschitl suggested having soils and civil engineers design a berm,
so the berm could handle the water pressure. Windschitl noted that water would be 4.3 ft
above Chesterton Commons' low floor elevations and that the Hamiltons were worried
about the post office at 902.6, which was 2.6 ft above the water.
Windschitl asked about the lateral groundwater effects of ponds and if people would have
problems with their basements. Kelly asked Windschitl how long the pond would have to
stay that high in order for lateral movement to occur. Windschitl replied that he was not
an engineer, but that an engineer could calculate it.
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DRAFT Minutes: June 22,1998 Meeting of the Con Creek Watershed District Board of Managers.
Page 6 of8
Williams asked Windschitl why he would not allow an outlet. Windschitl replied that he
tried to file the plat of the property north of the gas line, but the City denied it and
required Windschitl to turn land over to the City. Marvin asked if the outlet would relieve
pressures on the lots with low basements. Windschitl stated that the houses had no wet
basement problems because of anything Windschitl had done. Windschitl added that, with
two ponds, the concern would not exist because water would not get up to these
elevations. Kelly asked Matthiesen if the water level in the ponds would stay up longer
with two ponds. Matthiesen stated that the water level would stay up longer with two
ponds and the ponds would have more hydraulic head. Kelly clarified that, without an
outlet, the ponds would only be drawn down through infiltration.
Kelly stated that, if Chesterton Commons was graded according to the grading plan, it
would include an emergency drainage swale behind all the houses. Windschitl stated that
they had put one in and that they understood that the swale was in the plans. Windschitl
added that, if the berm gave way, there would be a wall of water and that the emergency
outlet would have no hope of handling it. Matthiesen indicated that there would not be a
"wall of water." Windschitl replied that there would be a wall of water the size of the
entire pond. Kelly replied that the berm would not just suddenly give way completely.
Richmond stated that when berms break, it is due to the movement of water. Richmond
inquired about what would cause a berm to break. Windschitl replied that a berm would
break ifnot designed correctly. Richmond clarified that Windschitl's original question was
whether or not the pond would be strong enough to protect houses at lower elevations.
Windschitl asked how his houses would stay dry at 896.0 if the post office needed to be at
902.6. Windschitl stated that there would not be a problem ifthere were two ponds.
Knoll reminded Windschitl that there would be two ponds unless Hamiltons get an outlet.
Richmond added that the District engineers were saying that there would not be a problem
with one pond if there was an outlet.
Williams stated that it seemed to be to Windschitl's advantage to let Hamilton Square to
drain through Windschitl's property. Marvin agreed.
Knoll asked ifWindschitl's concern was that there would only be 1 pond. Windschitl
stated that that was his concern. Knoll stated that there would only be one pond if there
was an outlet, otherwise there would be two ponds. Knoll inquired about Windschitl's
objection to an outlet.
Windschitl stated that, at the time the property was platted, the question was not what it is
now. Windschitl stated that the City was saying that Windschitl would have to grant an
easement to the City for the Hamilton's benefit. Windschitl stated that the only way the
outlet would work is if Windschitl gave an easement to the City for approximately 1 %
acres that would be used by the Hamiltons for their outlet. Richmond asked ifWindschitl
would receive no benefit in giving up the land except that it moves water. Kelly stated
that there was no ponding of Hamilton's water on Windschitl's property and that the only
thing that would cross the property would be a pipe, which would facilitate a pass-through
\ situation. Windschitl stated that that was not what the City was requiring.
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DRAFf Minutes: June 22, 1998 Meeting of the Con Creek Watershed District Board of Managers.
Page 7 of8
,; Scott Erickson, City Engineer for Andover, stated that this would definitely be a pass-
through situation. Erickson added that the ponds were already constructed and that
Windschitl's property seemed to be the logical place to dedicate easements, since
easements were already being dedicated on Windschitl's property to the north for
ponding. Erickson added that there were several restrictions, in that the water would have
to build up before the water got out, so that a swale would be needed in the dedication of
easements. Windschitl stated that if Hamilton's water came through, it would sit in a big
pond first and would build up, without being able to outlet. Erickson replied that if both
easements were dedicated, there would be another outlet. Kelly stated that the outlet
would have to be constructed at the same time, or before, any other water management
structure was constructed.
Richmond asked Windschitl if the outlet would have to be constructed even if Hamilton
Square did not discharge through it. Windschitl stated that the outlet would have to be
constructed at some time, Richmond asked if the outlet would have to be constructed
earlier if Hamilton Square discharged through it. Windschitl stated that that was correct.
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Windschitl stated that he would like to establish the cfs the District was using. Windschitl
added that the argument has been made that Hamiltons are discharging 0.75 cfs into the
system. Windschitl stated that the calculations he had seen, including Hamilton's own,
show cfs figures higher than 0.75 cfs. Windschitl asked the Board to establish what it
believed the cfs would be. Windschitl stated that the Hamilton's engineer used 0.79, 1.45
and 2.73 for 24-hour, 2-day and 4-day respectively and noted that the Hakanson Anderson
and Montgomery Watson numbers differed from those. Windschitl added that the issue
centered around the size of the pipe the Hamiltons must purchase for their project.
Windschitl stated that his engineer told him that the Hamiltons would need 87% of the
pipe. Kelly noted that Peter Raatikka, Windschitl's engineer, had recanted that statement
twice. Windschitl stated that he did not believe that that was accurate. Matthiesen stated
that all three engineering firms agreed on the cfs coming off of Hamilton Square.
Matthiesen noted that, in modeling, the numbers (0.74,0.76 and 0.79 cfs) were right on.
Windschitl asked if, the number was indeed 0.74, he could sleeve the pipe down to 4" in
size to keep the discharge at 0.75 cfs. Matthiesen replied that a 4" pipe would require
extensive maintenance. Windschitl stated that he did not believe 0.75 was the correct
number. Richmond asked if Matthiesen preferred to keep the original size of the pipe
because it would be better to use a percentage of a larger pipe rather than the.full capacity
of a smaller pipe. Matthiesen stated that one can only purchase pipes 12" or larger.
Windschitl stated that, when they constructed the structure, they sleeved it down to a 4"
pipe. Matthiesen stated that, with a 12" pipe with a 4" opening, anything that passed
through it would keep going and would not get hung up. Windschitl stated that that
would occur until the emergency overflow (at 900.57). Windschitl stated that any water
coming out after 900.57 would be coming out a 12 -15" pipe. Windschitl asked if the cfs
would be greater than 0.76. Matthiesen replied that it would, if it was going out the
emergency overflow.
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DRAFT Minutes: June 22,1998 Meeting of the Con Creek Watershed District Board of Managers.
Page 80f8
Williams suggested that the engineering details be worked out and brought back to the
Board. Windschitl stated that he made a request for the engineering data and was denied
in getting it. Matthiesen stated that was untrue. Richmond asked Windschitl who he
spoke with. Windschitl stated that he asked Vlach for a copy of the engineering report.
Kelly stated that he understood Windschitl asked for the staff report that was going to the
Board. Windschitl stated that he asked for what was going to the Board, as well as the
engineering report. Windschitl added that he was told that there was no engineering
report; that it was a combined report. Kelly stated that the District Office had only what
was given to the Board. Matthiesen stated that he had called Raatikka and offered the
engineering data to him. Windschitl stated he was told he could not get the engineering
report until the Board acted on it. Kelly stated that Windschitl got a copy of what went to
the Board and that the details would be available as soon as the Board acted on the report.
Richmond clarified that the staff report was what Kelly had in the District Office and that
Windschitl received a copy, Richmond added that Windschitl was requesting both.
,
Marvin stated that the Board would not resolve the engineering issues. Richmond added
that the engineering information would be released after the report was forwarded to the
Andover City Council. Windschitl stated that that did not allow individuals to comment
on the report and added that there were 3 or 4 items he believed were not accurate.
Richmond stated that the report was the District's report and that the Board had the right
to pass it on to the City Council and other interested parties. Windschitl asked if the
Board was going to give people the opportunity to comment on the report before it was
passed out. Windschitl asked about the correction that was submitted by Raatikka.
Matthiesen stated that the correction had been faxed to him at 4:45 that afternoon and
added that that did not allow Matthiesen a reasonable amount of time in which to review
the information, Windschitl stated that he had only had a limited amount of time in which
to review the District's staff report. Matthiesen stated that the District had not asked
Windschitl to review the staff report. Richmond replied that individuals have the right to
question the report and that questions should be submitted, in writing, to District staff.
Marvin stated that the Board was to receive the report and forward it to the Andover City
Council; that Matthiesen had explained it; that comments were heard from Windschitl and
the City of Andover.
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Williams called the question. Motion to receive the report made by Williams; seconded by
Richmond. Motion carried with five yeas (Hentges, Knoll, Marvin, Richmond, Williams);
no nays.
Windschitl requested a copy of the audio tape of the Board proceedings.
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: luly 7. 1998
ITEM NO.
Comprehensive Plan Amendment
Change Land Use District
RU to C, Section 23
Q- Gerald & Carol Windschitl
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ORIGINATING DEPARTMENT
Planning
John Hinzman, 11-1
City Planner
AGENDA SECTION
Discussion Item
Request
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The City Council is asked to review a Comprehensive Plan Amendment to change the
land use district designation from RU, Residential Urban Single Family to C,
Commerical by Gerald and Carol Windschitl on land owned by Ashford Develoment
Corp., Inc. (PIN 22-32-24-23-0003). The proposed parcel is aproximately 5.45 acres and
is.currently a part of the CHESTERTON COMMONS Preliminary Plat in Section 23.
Plannin!! and Zonin!! Commission Review
The Planning and Zoning Commission voted 4-0 (2 absent) to deny the request at the
June 23,1998 meeting. Commissioners objected to the timing of the development in
relation to the residential plat, and proposed uses of a commerical distict in relation to
Oak View Middle School. Please see the attached minutes for more information.
Attachments
. Resolution for denial
. Planning and Zoning Commission Minutes - June 23,1998
. Staff Report - June 23, 1998
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -98
A RESOLUTION DENYING AN AMENDMENT TO THE COMPREHENSIVE LAND
USE PLAN OF THE CITY OF ANDOVER TO CHANGE THE LAND USE DISTRICT
DESIGNATION FROM RU, RESIDENTIAL URBAN SINGLE F AMIL Y TO C,
COMMERCIAL FOR GERALD AND CAROL WINDSCHITL ON PROPERTY
OWNED BY ASHFORD DEVELOPMENT CORP., INC. (PIN 23-32-24-23-0003).
WHEREAS, Gerald and Carol Windschitl have petitioned for an amendment to the
Andover Comprehensive Land Use Plan on property owned by Ashford Development
Corp., Inc. to change the land use district designation from RU, Residential Urban Single
Family to C, Commercial on approximately 5.45 in the southwest comer of the
CHESTERTON COMMONS Preliminary Plat in Section 23, legally described as follows:
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That part of the Southwest Quarter of the Northwest Quarter of Section 23,
Township 32, Range 24, Anoka County, Minnesota described as follows:
Beginning at the Southwest comer of the Southwest Quarter of the
Northwest Quarter of said Section 23; thence North 00 degrees 02 minutes
19 seconds East, assumed bearing, along the west line thereof a distance of
720.12 feet to the intersection with the north line of the South 720.00 feet of
said Southwest Quarter of the Northwest Quarter; thence South 88 degrees
53 minutes 56 seconds East, along said north line a distance of 303.14 feet;
thence South 57 degrees 53 minutes 02 seconds East a distance of 31. 76 feet
to the east line of the west 330.00 feet of said Southwest Quarter of the
Northwest Quarter; thence South 00 degrees 02 minutes 19 seconds West,
along said east line a distance of 703.76 feet to the south line of said
Southwest Quarter of the Northwest Quarter; thence North 88 degrees 53
minutes 56 seconds West a distance of330.06 feet to the point of beginning.
WHEREAS, the Planning and Zoning Commission finds the request would have a
detrimental effect upon the health, safety, and general welfare ofthe City of Andover; and
WHEREAS, the Planning and Zoning Commission recommends to the City Council
denial of the amendment as requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission and
denies said amendment to the Comprehensive Land Use Plan for the following reasons
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1.
Inconsistency with the spirit of the Comprehensive Plan.
2. Detrimental affect on the health, safety and general welfare.
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Page Two
CPA 98-02, RU to C
Gerald and Carol Windschitl
Adopted by the City Council of the City of Andover on this 7th day of July, 1998.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey, Mayor
Victoria V olk, City Clerk
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egular Planning and Zoning Commission Meeting
Jne 23, 1998 - Minutes
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.ot SpliWariance, Cont.)
'OTION by Apel, seconded by Gamach orward to the City Council the resolution prepared
I staff to approve the lot spliUvariance request racy and Mike Ellis and Linda and Ken
:heneman at 697 - 141st Lane NW.
'otion carried on a 3-yes (Apel, Gamache. Peek), 3-absent (Wells,
ill be forwarded to the City Council on July 7. 1998.
:ommissioner Wells arrived at this time - 7:36 pm).
ublic Hearing/Comprehensive Plan Amendment/Section 23/G. & C, Windschitl
r. Hinzman reviewed the request of Gerald and Carol Windschitl for an amendment to the
0mprehensive Plan to change the land use designation from RU, Residential Urban Single
amily to Commercial on land owned by Ashford Development Corporation. The site is a 5.45
:;rr '''!rcel which is currently a part of the Chesterton Commons preliminary plat. The proposed
te'vvc3s originally designated for single family detached housing. Eleven lots would be
iminated and. Eagle Street would need to be relocated. The original plat would need to be
l1ended to reflect these changes. The applicant has not indicated a proposed use for the
:!velopment. Mr. Hinzman explained that the property owners in Chesterton Commons
Jrchased their property under the assumption that the property would be a single family
:!velopment. The nearest existing residential lots are 160' from the development. Mr. Hinzman
)ted that the preliminary plat has been approved but the property has not been final platted yet.
:Jmmissioner Wells questioned the proposed zoning of the property because a year ago it was
-1, then R-4 and now they are requesting that it be commercial. Mr. Hinzman explained that
e developer has decided to make a change. He also noted that we would have to look at a re-
1nfiguration of the lots. Commissioner Gamache asked if 154th would come out directly across
)m Oak View Middle School. Mr. Hinzman stated that it would. Commissioner Gamache
,ked what the status of the PUD is with Mr. Hinzman stating that it is in the sketch plan stage,
OTION by Gamache, seconded by Apel to open the public hearing. Motion carried on a 4-yes
-;amache, Apel, Peek, Wells), 2-absent (Luedtke, Squires) vote.
~rry Windschitl, Ashford Development Corporation stated that it is their intention to plat single
l1i1y lots, with no townhomes. They will have two commercial sites - one to the north of and
1e "9 to the south. Mr. Windschitl explained that the PUD preliminary plat is almost complete.
le"c(chitect has to catch up to where they are in the process. When they come in with the
eliminary plat they want to have elevations and everything else ready. The PUD will contain a
tail service station, day care center and office retail building. Mr. Windschitl also noted that
len the original drawings for Chesterton Commons were presented, this five acre parcel was
own as commercial. They do not have a site specific purpose for the two parcels. Their first
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)/alll iing and Zoning Commission Meeting
'.me 23, 1998 - Minutes
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reference would be a family restaurant on the southern parcel but because of Andover's zoning
rdinance this would be impossible as a beer and wine license would not be allowed. They also
Joked at a medical type of facility such as a physical therapy center which would complement
1e clinic. Chesterton Commons will have some lots that are on permanent hold so no one can
Jild on them. Eagle Street would be straightened out and will be located between the
3sidentiallots and the commercial lots.
ommissioner Wells asked what the status is water to this site and the storm drainage. Mr.
lindschitl stated that they don't have any issues on this site. The sewer and water are both
jjacent to the property.
d Hamilton, 5650 Highway 10, Ramsey asked how this property can be rezoned if the plat has
Jt been amended yet. He also noted that there is an issue on the storm drainage between
hesterton Commons and Hamilton Square. He stated that when he developed Hamilton
quare he paid for oversizing the water pipe and now Mr. Windschitl will be able to take
jv ~tage of it. Mr. Hamilton then presented material from the Coon Creek Watershed Board
hI", /states that if there is a change in the proposed land use on Chesterton Commons from
;sidential to commercial, hydrologic data must be recalculated.
egarding Mr. Hamilton's question about the rezoning prior to amending the plat, Mr. Hinzman
Jted that a condition of the resolution prepared by staff is the an amended preliminary plat of
hesterton Commons must be approved.
linslow Holasek, 1159 Andover Boulevard - expressed concern about the storm water issue as
ere isn't good storm water drainage in this area. Mr. Windschitl replied that runoff calculations
ould have to be done at a higher runoff rate. The pond would have to be moved and it would
3 used as a buffer on one side.
OTION by Gamache, seconded by Wells to close the public hearing. Motion carried on a 4-yes
Veils, Gamache, Apel, Peek, 2-absent (Luedtke, Squires) vote.
3ve Carlberg noted that the whole issue revolves around easements along Hanson Boulevard.
le easements were not dedicated so the council denied the plat.
:ting Chairman Peek stated that from general planning this makes sense because Hanson
Julevard is a main corridor; however, he felt that this may suffer from an issue of timing. We're
re-~y taking about a PUD across the street and this is being requested to be Shopping Center.
In jof the permitted uses may not be appropriate because of the middle school so close. He
It that there are more negatives than positives.
Jmmissioner Wells felt that by approving this request, the city would be opening themselves up
some major problems. She didn't feel that something like a McDonald's would be appropriate,
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Planning and Zoning Commission Meeting
June 23, 1998 - Minutes
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She also felt that with the issue between Chesterton Commons and Hamilton Square not being
-esolved, it would not be a good idea to approve this request.
::::ommissioner Apel suggested that this come in as a total replat. He did, however, feel it is a
;:Jood spot for commercial.
::::ommissioner Gamache stated he would be against approval.
\AOTION by Peek, seconded by Gamache to forward to the City Council a resolution denying an
3mendment to the Comprehensive Land Use Plan to change the land use district designation
'rom Residential Urban Single Family to Commercial for Gerald and Carol Windschitl on property
Jwned by Ashford Development as prepared by City Staff noting that it was the opinion of the
::llanning and Zoning Commission that this proposal was not consistent with the current
:::omprehensive Plan and that the Commission funds it will have a detrimental affect on the
lealth, safety and general welfare of the city.
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\Aotion carried .on a 4-yes (Wells, Apel, Gamache, Peek), 2-absent (Squires, Luedtke) vote. This
.viII go before the City Council on July 7, 1998.
~ublic Hearing/Rezone from R-4 to C, Section 23/Gerald Windschitl
vir. Hinzman explained that because this item is contingent upon the previo item being
3pproved, it would not be appropriate to fully discuss it; however, since ublic hearing was
3dvertised it should be acted upon.
-\cting Chairman Peek opened the public hearing.
AOTION by Gamache, seconded by Wells to close the p ic hearing. Motion carried.
vlOTION by Wells, seconded by Gamache to forwar '~he City Council denial of the rezoning
"equest of Gerald Windschitl. Motion carried on 'Z~~ ~~pel, Gamache, Peek, Wells), 2-absent
Squires, Luedtke) vote. This will go to the Cit ouncil on July 7, 1998.
.j,mended Special Use Permit/Bulk St age of Liquid Fuels/3118-162nd Lane/Ace Solid
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Ar. Hinzman reviewed the reque of Ace Solid Waste to replace a 3000 gallon underground
,torage tank with a 10,000 ga n underground storage tank on their property at 3118 - 162nd
.ane NW. The property is zoned Industrial and the surrounding land uses are also Industrial.
;"he original tank was installed in the 1970's and federal regulations now require that all tanks
,",___:__ __-J ..,,__:__ ,.....___=__:__ ..~_ _...~__
\
J
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE: June 23. 1998
ITEM NO. 4
ORIGINATING DEPARTMENT
Public Hearin!!::
Comprehensive Plan Amendment
Land Use Change RU to C
Section 23
Gerald and Carol Windschitl
Planning
John Hinzman
City Planner
Reauest
, J
The Planning and Zoning Commission is asked to review an amendment to the
Comprehensive Plan to change the land use district designation from RU, Residential
Urban Single Family to C, Commercial by Gerald and Carol Windschitl on land owned
by Ashford Development Corp" Inc. (PIN 23-32-24-23-0003). The site is approximately
5.45 acres and is currently a part of the CHESTERTON COMMONS Preliminary Plat in
Section 23, legally described on the attached resolution.
Applicable Ordinances
Minnesota State Statute Chapter 473.858 states, "If the comprehensive municipal plan is
in conflict with the zoning ordinance, the zoning ordinance shall be brought into
conformance with the plan... after August 1, 1995, a local governmental unit shall not
adopt any fiscal device or official control which is in conflict with its comprehensive
plan." If the Comprehensive Plan is amended, the applicant will need to rezone the land
to an applicable zoning district by December 3l, 1998.
Adiacent Land Use
Adjacent land use within 350 feet of the site includes the following:
"
South
West
RU, Rural Urban Single Family; CHESTERTON COMMONS Preliminary
Plat
RU, Rural Urban Single Family; CHESTERTON COMMONS Preliminary
Plat
C, Commercial; HAMILTON SQUARE (Post Office, Mork Clinic)
RU, Residential Urban Single Family; Oak View Middle School
North
East
/
J.
Page Two
CPA 98-02
RU to C
Gerald and Carol Windschitl
Andover Comprehensive Plan
The Andover Comprehensive Plan, Chapter VI, Section EA, outlines the following
policies pertaining to the siting of commercial development:
. Neighborhood convenience centers shall be located along arterial or collector
streets.
. Neighborhood convenience centers shall be located with convenient
accessibility for both motorists and pedestrians, giving due consideration to
market demand and community development.
. Orderly transition areas between commercial and residential areas shall be
established and maintained.
General Review
"
)
. The proposed site was originally designated for single family detached housing as part
o{the Chesterton Commons Preliminary Plat. Eleven lots would be eliminated and Eagle
Street NW would need to be relocated (see attachment). The original plat would need to
be amended to reflect these changes.
. The applicant has not indicated proposed use for the development.
. Property owners in Chesterton Commons purchased property under the assumption of a
single family detached development. The nearest existing residential lots are
approximately 160' from the development.
. Adequate separation via landscaping and\or berming should be implemented to negate
the impact of the commercial site upon existing and planned residential areas if the
amendment is approved.
. The proposed site is adjacent to the Hamilton Square commercial development
consisting of a Post Office and Medical Clinic
Commission Options
\
,
/
1. The Andover Planning and Zoning Commission may recommend to the City Council
approval of an amendment to the Comprehensive Plan to change the land use district
designation from RU, Rural Urban Single Family to C, Commercial on approximately
Page Three
" CPA 98-02
.J RU to C
Gerald and Carol Windschitl
5.45 acres located in Section 23 of the Chesterton Commons Preliminary Plat, legally
described on the attached resolution.
2. The Andover Planning and Zoning Commission may recommend to the City Council
denial of an amendment to the Comprehensive Plan to change the land use district
designation from RU, Rural Urban Single Family to C, Commercial on approximately
5.45 acres located in Section 23 of the Chesterton Commons Preliminary Plat, legally
described on the attached resolution.
The Planning and Zoning Commission finds the proposal does not meet the requirements
of Ordinance No.8, Section 5.03(B).
3. The Andover Planning and Zoning Commission may table the item pending further
information from the applicant or Staff.
Attachments
"
"
!
. Resolution for Approval
. Resolution for Denial
. Location Map
. Site Plan
. Map of CHESTERTON COMMONS Preliminary Plat
. Application
. Notice of Public Hearing
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CITY of ANDOVER
" /
1685 CROSSTOWN BOULEVARD NW, . ANDOVER. MINNESOTA 55304 . (612) 755-5100
CO~IPREHENSIVE PLAN AMENDMENT
REOUEST FOR.."1
Property Address
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Legal Description of Property: S L "-
(Fill in \vhichever is appropriate):
Lot
Block
Addition
(If metes and bounds. attach the complete
legal description).
PIN
"
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Reason for Request
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-------------G:~~;~~- c --w. ,,~} ,,-:" - ;:C--c. /-1 r;)J-. A, ",1/ ~d-S <" c-. I 1-1
Name of Applicant
Address
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Fax Number
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Signature i~jJ.2- &) .d...-~ Date .9/1 ft /98
"-
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public hearing at
7:30 p.m., or as soon thereafter as can be heard, on Tuesday, June 23, 1998 at Andover
City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota to review the
Cpmprehensive Plan amendment and Rezoning request of Gerald Windschitl to change the
land use district designation from RU, Residential Urban Single Family to C, Commercial
and rezone from R-4, Single Family Urban to SC, Shopping Center at 154xx Hanson
Boulevard NW, generally located north and west of CHESTERTON COMMONS and
opposite Oak View Middle School (pIN 23-32-24-23-0003) legally described as follows:
\
)
'\
)
That part of the Southwest Quarter of the Northwest Quarter of Section
23, Township 32, Range 24, Anoka County, Minnesota described as
follows: Beginning at the Southwest comer of the Southwest Quarter of
the Northwest Quarter of said Section 23; thence North 00 degrees 02
minutes 19 seconds East, assumed bearing, along the west line thereof a
distance of720.12 feet to the intersection with the north line of the South
720.00 feet of said Southwest Quarter of the Northwest Quarter; thence
South 88 degrees 53 minutes 56 seconds East, along said north line a
distance of303.14 feet; thence South 57 degrees 53 minutes 02 seconds
East a distance of31.76 feet to the east line of the west 330.00 feet of said
Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02
minutes 19 seconds West, along said east line a distance of703.76 feet to .
the south line of said Southwest Quarter of the Northwest Quarter; thence
North 88 degrees 53 minutes 56 seconds West a distance of330.06 feet to
the point of beginning.
All written and verbal comments will be received at that time. A copy of the application
will be available for review prior to the meeting at City Hall.
~tf4
Victoria V olk, City Clerk
Publication dates: June 12, 1998
June 19, 1998
PIN 233224220001
CAMBRIDGE CAPITAL INC
941 HILL WIND RD NE STE 301
V~TNEAPOLIS MN 55432
PIN 233224210001
ASHFORD DEVELOP CORP INC
3640 152ND LN NW
ANDOVER MN 55304
PIN 223224110001
CENTER OAKS PARTNERS
13736 JOHNSONST NE .
HAM LAKE MN 55304
/
PIN 233224320002
HAMILTON LORA G
6615 HWY 10 NW
ANDOVER MN 55304
PIN 22322441000 I
ANDOVER CITY OF
168S CROSSTOWN BLVD NW
ANDOVER MN 55304
PIN 223224140006
ANOKA HENN IND SCHOOL DIST II
11299 HANSON BLVD NW
COON RAPIDS MN 55433
PIN 233224240002
KOPIS CHESTER A & DOROTHY
1296 CROSSTOWN BLVD
ANDOVER MN 55304
RESIDENT
15245 BLUEBIRD ST NW
ANDOVER, MN SS304
RESIDENT
15219 BLUEBIRD STNW
ANDOVER, MN S5304
RESIDENT
1335 IS3RD LANE NW
ANDOVER, MN S5304
RESIDENT
1425 153RD LANE NW
ANDOVER, MN 55304
RESIDENT
1504 l53RD LANE NW
ANDOVER, MN S5304
RESIDENT
1470 IS3RD LANE NW
ANDOVER, MN SS304
RESIDENT
1434 153RD LANE NW
ANDOVER, MN SS304
RESIDENT
1404 153RD LANE NW
ANDOVER, MN 55304
\
, J
RESIDENT
1380 153RD LANE NW
ANDOVER, MN 55304
RESIDENT
1370 153RD LANE NW
ANDOVER, MN 55304
, /
\
/
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: luly 7.1998
ITEM NO.
REZ 98-03, R-4 to SC
Section 23
q . Gerald and Carol Windschitl
ORIGINATING DEPARTMENT
Planning
John Hinzman, J tl
City Planner
AGENDA SECTION
Discussion Item
Request
The City Council is asked to review the rezoning request of Gerald and Carol Windschitl
to rezone approximately 5.45 acres owned by Ashford Development Corp. from R-4,
Single Family Urban to SC, Shopping Center. The proposed area is located in the
southwest corner of the CHESTERTON COMMONS Preliminary Plat in Section 23 (PIN
23-32-24-23-0003), legally described on the attached resolution. The proposal is
submitted in conjunction with a Comprehensive Plan Amendment from Residential
/ Urban to Commercial.
Plannin!! and Zonin!! Commission Review
The Planning and Zoning Commission voted 4-0 (2 absent) to deny the request at the
June 23,1998 meeting because of inconsistency with the Comprehensive Plan.
Attachments
. Resolution for Denial
. Planning and Zoning Commission Minutes - June 23, 1998
. Planning and Zoning Commission Staff Report
/
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -98
A RESOLUTION DENYING AN AMENDMENT TO ORDINANCE 8, SECTION 6.03
TO REZONE PROPERTY FROM R-4, SINGLE F AMIL Y URBAN TO SC,
SHOPPING CENTER FOR GERALD AND CAROL WINDSCHITL ON PROPERTY
OWNED BY ASHFORD DEVELOPMENT CORP., INC. (PIN 23-32-24-23-0003).
WHEREAS, Gerald and Carol Windschitl have petitioned for an amendment Ordinance
8, Section 6.03 to rezone approximately 5.45 acres from R-4, Single Family Urban to SC,
Shopping Center in the southwest comer of the CHESTERTON COMMONS Preliminary
Plat on property owned by Ashford Development Corp., Inc. in Section 23, legally
described as follows:
I
That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 32,
Range 24, Anoka County, Minnesota described as follows: Beginning at the Southwest
comer ofthe Southwest Quarter of the Northwest Quarter of said Section 23; thence North
00 degrees 02 minutes 19 seconds East, assumed bearing, along the west line thereof a
distance of720.12 feet to the intersection with the north line of the South 720.00 feet of
said Southwest Quarter of the Northwest Quarter; thence South 88 degrees 53 minutes 56
seconds East, along said north line a distance of 303.14 feet; thence South 57 degrees 53
minutes 02 seconds East a distance 001.76 feet to the east line of the west 330.00 feet of
said Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02 minutes 19
seconds West, along said east line a distance of703.76 feet to the south line of said
Southwest Quarter of the Northwest Quarter; thence North 88 degrees 53 minutes S6
seconds West a distance of 330.06 feet to the point of beginning.
WHEREAS, the Planning and Zoning Commission finds the request would have a
detrimental effect upon the health, safety, and general welfare of the City of Andover;
and
WHEREAS, the Planning and Zoning Commission recommends to the City Council
denial of the amendment as requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission and
denies said amendment to Ordinance 8, Section 6.03 for the following reasons
1. Inconsistency with the Comprehensive Plan.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey, Mayor
Victoria Volk, City Clerk
"
)
;:)Ianning and Zoning Commission Meeting
June 23, 1998 - Minutes.
;:)age 4
3he also felt that with the issue tween Chesterton Commons and Hamilton Square not being
'esolved, it would not be a good id
/lOTION by Peek, seconded by Gamache to forward to th City Council a resolution denying an
~mendment to the Comprehensive Land Use Plan to change e land use district designation
rom Residential Urban Single Family to Commercial for Gerald d Carol Windschitl on property
1wned by Ashford Development as prepared by City Staff noting th it was the opinion of the
.Jlanning and Zoning Commission that this proposal was not consisten ith the current
::;omprehensive Plan and that the Commission funds it will have a detrime al affect on the
lealth, safety and general welfare of the city.
. "
\ )
,10tion carried on a 4-yes (Wells, Apel, Gamache, Peek), 2-absent (Squires, LuedtK This
,ill go before the City Council on July 7, 1998.
He did, however, feel it is a
:ommissioner Apel suggested that this co
~ood spot for commercial.
:ommissioner Gamache stated he would beagains
<J.ublic Hearing/Rezone from R-4 to C, Section 23/Gerald Windschitl
lr. Hinzman explained that because this item is contingent upon the previous item being
pproved, it would not be appropriate to fully discuss it; however, since a public hearing was
dvertised it should be acted upon.
.cting Chairman Peek opened the public hearing.
lOTION by Gamache, seconded by Wells to close the public hearing. Motion carried.
lOTION by Wells, seconded by Gamache to forward to the City Council denial of the rezoning
~quest of Gerald Windschitl. Motion carried on a 4-yes (Apel, Gamache, Peek, Wells), 2-absent
3quires, Luedtke) vote. This will go to the City Council on July 7, 1998.
lr. Hinzman reviewed the request of Ace Sol' ste to replace a 3000 gallon underground
:orage tank with a 10,000 gallon un round storage tank on their property at 3118 -162nd
ane NW. The property is z ndustrial and the surrounding land uses are also Industrial.
ne original tank was ins ailed in the 1970's and federal regulations now require that all tanks
.mended Special Use Permit/Bulk Storage of Liquid Fuels/3118-162n
la: )
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/
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE: June 23.1998
ITEM NO. 5
ORIGINATING DEPARTMENT
Public Hearin!!:: REZ 98-03
Rezone from R-4 to SC
Section 23
Gerald Windschitl
Planning
John Hinzman
City Planner
Reauest
The Planning and Zoning Commission is asked to review the rezoning request of Gerald
Windschitl to rezone approximately 5.45 acres owned by Ashford Development Corp.
from R-4, Single Family Urban to SC, Shopping Center. The proposed area is located in
the southwest comer of the CHESTERTON COMMONS Preliminary Plat in Section 23
(PIN 23-32-24-23-0003), legally described on the attached amendment to Ordinance 8,
Section 6.03.
,
, /
The rezoning is submitted in conjunction with a Comprehensive Plan Amendment from
RU, Residential Urban Single Family to C, Commercial.
Apolicable Ordinances
Ordinance 8, Section 5.02, establishes the procedure for changing zoning district
boundaries (rezoning).
Ordinance No.8, Section 5.03(B) establishes the criteria for granting a special use permit.
These same criteria have been utilized by the City in considering rezoning applications in
the past. The criteria include the following:
Effect of the proposed use upon the health, safety, morals and general welfare of
the occupants of surrounding land.
Existing and anticipated traffic conditions including parking facilities on adjacent
streets and land.
Effect on values of property and scenic views in the surrounding area.
'\
)
Effect of the proposed use on the Comprehensive Plan.
Page Two
Page Two
Rezoning - R-4 to SC
J Section 23
June 23, 1998
Ordinance 8, Section 6.02 establishes the minimum length, width and size for property in
the SC, Shopping Center Zoning District. They are as follows:
Lot Width at Front Setback
Lot Depth
Minimum District Area
- 200 feet
- 150 feet
- 5 acres
Ordinance No.8, Section 6.01, designates the Shopping Center District as serving
modem retail shopping facilities of integrated design in appropriate locations. The
general location of potential shopping center sites will be indicated on the
Comprehensive Plan.
Adiacent Zonin!!: and Land Use
Adjacent zoning and land use within 350 feet includes the following:
'\
)
North
East
South
West
R-4, CHESTERTON COMMONS Preliminary Plat
R-4, CHESTERTON COMMONS Preliminary Plat
SC, HAMILTON SQUARE (Post Office, Medical Clinic)
R-l, Oak View Middle School
General Review
. The proposed site was originally designated for single family detached housing as part
of the Chesterton Commons Preliminary Plat. Eleven lots would be eliminated and Eagle
Street NW would need to be relocated (see attachment). The original plat would need to
be amended to reflect these changes.
. The applicant has not indicated proposed use for the development. Potential SC uses
are attached.
. Property owners in Chesterton Commons purchased property under the assumption of a
single family detached development. The nearest existing residential lots are
approximately 160' from the development.
. Adequate separation via landscaping and\or berming should be implemented to negate
the impact of the commercial site upon existing and planned residential areas if the
amendment is approved.
"
/
. The proposed site is adjacent to the Hamilton Square commercial development
consisting of a Post Office and Medical Clinic
Page Three
Rezoning - R-4 to SC
/ Section 23
June 23, 1998
Commission Options
1. The Andover Planning and Zoning Commission may recommend to the City Council
approval of the rezoning request of Gerald Windschitl on property owned by Ashford
Development Co., Inc. to rezone approximately 5.45 acres from R-4, Single Family
Urban to SC Shopping Center in the southwest comer of CHESTERTON COMMONS
Preliminary Plat located in Section 23, legally described on the attached amendment to
Ordinance No.8, Section 6.03.
2. The Andover Planning and Zoning Commission may recommend to the City Council
denial of the rezoning request Gerald Windschitl on property owned by Ashford
Development Co., Inc. to rezone approximately 5.45 acres from R-4, Single Family
Urban to SC Shopping Center in the southwest comer of CHESTERTON COMMONS
Preliminary Plat located in Section 23, legally described on the attached amendment to
Ordinance 8, Section 6.03. The Planning and Zoning Commission finds the proposal
does not meet the requirements of Ordinance No.8, Section 5.03(B).
\
)
3. The Andover Planning and Zoning Commission may table the item pending further
information from the applicant or Staff.
Attachments
. Ordinance Amendment
. Location Map
. Site Plan
. Map of CHESTERTON COMMONS Preliminary Plat
. Listing approved uses for the SC, Shopping Center District
. Application
. Notice of Public Hearing
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CITYOF ANDOVER
SC,SH()PPING CENTER
Per Ordinance 8, Section 7
For further information,please contact the City of Andover Planning Department, 755-5100
PERMITTED USES
. Day Care Centers . Financial Institutions
. Hotels & Motels · Manufacturing (limited)
. Medical & Dental Clinics · Mini Storage
. Mortuaries & Funeral Homes . New Vehicle Sales
. Private Clubs, Lodges, or Halls . Professional Offices
. Professional Studios . Public Owned & Operated Property
. Rental Businesses . Repair Services
. Research Laboratories · Restaurants
. RV, Boat & Marine Sales & Equipment . Commercial Recreation*
. Service Stations · Theatres
. Vehicle Wash Establishments . Vet Clinic or Hospital (no outside pens)
. Vo-Tech, Trade, & Business Schools . Warehouses & Wholesale Businesses
. Retail Trade and Services: Stores and shops selling personal services or goods over the
counter. These include:
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Antiques
Auto Accessories
Barber Shops
Bicycles
Candy
Carpets & Rugs
China & Glassware
Clothes Pressing
Custom Dressmaking
Drugs
Electrical Sales & Repair
Food
Furrier Shops
Gifts
Hats
Household Appliances
Interior Decorating
Laboratories
Laundry & Dry Cleaning Pickup
Leather Goods
Locksmith Shop
Art & S~hool Supplies
Bakeries
Beauty Parlors
Books & Stationary
Camera & Photo Supplies
Catering Establishments
Christmas Trees
Clothing & Costmne Rental
Department Stores
Dry Foods
Florist
Furniture
Garden Supplies (year round)
Hardware
Hobby Shops
Hotels
Jewelry Sales & Repair
Medical Research & Testing
Laundromat
Luggage
Musical Instruments
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Office Supply & Equipment
Paint & Wallpaper Sales
Photography Studios
Restaurant
Sporting Goods
Theatre (except drive-in)
Tobacco
Variety Stores
Optometrists
Phonograph Records
Service Station
Shoes
Tailoring
Therapeutic Massage
Toys
Wearing Apparel
PERMITTED ACCESSORY USES
. Any incidental repair, processing, and storage necessary to conduct a permitted
principal use not exceeding 30% of the floor space of the principle building
SPECIAL USES
By Special Use Permit
"
. Antennas (exceeding 35')
. Blacktop or crushing plant for Hwy
. Car Wash**
. Liquor, Dancing, Tavern, Live Entertain
. .Marquee (with or without signs)
. Public Utility Structures (ex on ROW)
. Service Station**
. Signs on benches, shelters, etc.
. Special Event Signage, etc.
/
. Area Identification Signs*
. Commercial Animal Training
. Drive-In Business /Drive-Thru Window
. Outdoor Display, Sales, Storage***
. PUD (per sect 4.18, Ord. 112)
. Real Estate Signs****
. Vet Clinic or Hospital (no outside pens)
. Search lights, banners, etc.
. Excavation (ex when bldg permit issued)
* Five acres or more
** After 25,000 s.f. ofretail floor space is constructed
* * * During operating hours only
**** Over 32 s.f. per lot frontage & exceeding other sign area limits in business & industrial areas
USES EXCLUDED
. Auto Reduction Yards
. Exterior Storage of Waste Tires
. Landfills
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. Auto Recycling Yards
. Junk Yards
1/
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)
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.w. . ANDOVER. MINNESOTA 55304 . (612) 755-5100
REZONING REQUEST FORM
Property Address
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HA.v .ra.J is i l/ d
Legal Description of Property: S<.!~ AnN""' d ~"'l 'POC-l-,!T7w
(Fill in whichever is appropriate):
Lot
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Addi tion
PIN
(If metes and bounds, attach the
complete legal description)..
Is the property: Abstract X
information must be provided and
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or Torrens ? (This
can be obtained from the
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Name of Applicant be.. HId c:; f (lAk I A. (u...;d./c.L.. 1~1
Address 3(,'-(0 10.;........d L-4/V1.- /f.--. W 4,......d.v,,-- Jt....", SS"1c;'1
Home phone t(2t-ctJ-/7 Business phone
Signature 1t:;.::3- f'f...~~;;;l:r~ Date s- J I q J98
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(If different from_aQ~ve), \
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CITY of ANDOVER
J
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public hearing at
7:30 p.m., or as soon thereafter as can be heard, on Tuesday, June 23, 1998 at Andover
City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota to review the
Cpmprehensive Plan amendment and Rezoning request of Gerald Windschitl to. change the
land use district designation from RU, Residential Urban Single Family to C, Commercial
and rezone from R-4, Single Family Urban to SC, Shopping Center at 154xx Hanson
Boulevard NW, generally located north and west of CHESlER TON COMMONS and
opposite Oak View Middle School (pIN 23-32-24-23-0003) legally described as follows:
,
That part of the Southwest Quarter of the Northwest Quarter of Section
23, Township 32, Range 24, Anoka County, Minnesota described as
follows: Beginning at the Southwest comer of the Southwest Quarter of
the Northwest Quarter of said Section 23; thence North 00 degrees 02
minutes 19 seconds East, assumed bearing, along the west line thereof a
distance of 720. 12 feet to the intersection with the north line of the South
720.00 feet of said Southwest Quarter of the Northwest Quarter; thence
South &8 degrees 53 minutes 56 seconds East, along said north line a
distance of303.14 feet; thence South 57 degrees 53 minutes 02 seconds
East a distance of 31.76 feet to the east line of the west 330.00 feet of said
Southwest Quarter of the Northwest Quarter; thence South 00 degrees 02
minutes 19 seconds West, along said east line a distance of703.76 feet to
the south line of said Southwest Quarter of the Northwest Quarter; thence
North 88 degrees 53 minutes 56 seconds West a distance of330.06 feet to
the point of beginning.
./
All written and verbal comments will be received at that time. A copy of the application
will be available for review prior to the meeting at City Hall.
u~ tf~
Victoria V olk, City Clerk
,
Publication dates: June 12, 1998
June 19, 1998
/
PIN 233224220001
CAMBRIDGE CAPITAL INC
941 HILLWIND RD NE STE 301
V~'NEAPOLIS MN 55432
I
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PIN 233224210001
ASHFORD DEVELOP CORP INC
3640 152ND LN NW
ANDOVER MN 55304
PIN 223224110001
CENTER OAKS PARTNERS
13736 JOHNSON ST NE
HAM LAKE MN 55304
PIN 233224320002
HAMIL TON LORA G
6615 HWY 10 NW
ANDOVER MN 55304
PIN 223224410001
ANDOVER CITY OF
168S CROSSTOWN BLVD NW
ANDOVER MN 55304
PIN 223224140006
ANOKA HENN IND SCHOOL DIST II
11299 HANSON BLVD NW
COON RAPIDS MN 55433
PIN 233224240002
KOPIS CHESTER A & DOROTHY
1296 CROSSTOWN BLVD
ANDOVER MN 55304
RESIDENT
15245 BLUEBIRD STNW
ANDOVER, MN 55304
RESIDENT
IS2l9 BLUEBIRD ST NW
ANDOVER, MN S5304
RESIDENT
1335 153RD LANE NW
ANDOVER, MN 55304
RESIDENT
1425 153RD LANE NW
ANDOVER, MN 5S304
RESIDENT
IS04 l53RD LANE NW
ANDOVER, MN 5S304
RESIDENT
1470 l53RD LANE NW
ANDOVER, MN 55304
RESIDENT
1434 IS3RD LANE NW
ANDOVER, MN SS304
RESIDENT
1404 IS3RD LANE NW
ANDOVER, MN 55304
, /
RESIDENT
1380 lS3RD LANE NW
ANDOVER, MN S5304
RESIDENT
1370 153RD LANE NW
ANDOVER, MN 55304
/
CITY OF ANDOVER
REQUEST FOR CITY COUNCIL ACTION
DATE July 7.1998
AGENDA SECTION
Discussion
AGENDA ITEM
Preliminary Plat
Langfeld's Oakridge Estates
Willis Langfeld
\0.
The City Council is requested to approve the preliminary plat of Langfeld's Oakridge
Estates located in Section 15, Township 32, Range 24, Anoka County, Minnesota as
requested by Willis Langfeld.
ORIGINATING DEPARTMENT
Andover Review Committee
General Comments
, . The proposed preliminary plat is currently zoned R-l, Single Family Rural. The
proposed plat is within the future Metropolitan Urban Service Area (MUSA)
boundary and scheduled for development in 2010-2015 time frame. However, the
project is proposed to be developed with private individual wells and septic systems.
. The proposed subdivision consists of 6 single family residential lots.
. The developer and/or owner is responsible to obtain all necessary permits (DNR, U.S.
Army Corps of Engineers, Lower Rum River Watershed Management Organization,
LGU, MPCA and any other agency which may be interested in the site.).
There are variances being requested with the proposed preliminary plat. Variances being
requested are as follows:
A. A variance is being requested to Ordinance No. 10, Section 9.06G to allow the
existing driveways to remain accessing CSAH 20 (161st Avenue NW).
The ARC recommends the driveway accesses be eliminated onto CSAH 20 and be
relocated to the proposed Raven Street NW.
The Anoka County Highway Department recommends the elimination of the accesses as
well. Attached is a letter from Jane Pemble, Anoka County Highway Department dated
'.
/
January 2, 1998, stating that fact. Ms. Pemble also indicated an additional 10' of right-
of-way needs to be dedicated north of the centerline ofCSAH 20 for a total of60' for
future reconstruction purposes. This dedication has been incorporated in the preliminary
plat.
The Planning and Zoning Commission is recommending the primary driveway be
relocated as well. The Commission was not aware of the existance of the secondary
driveway.
B. A variance to Ordinance No.8, Section 6.02 is being requested for the following:
1. Lot 1, Block 1, to the minimum lot width requirement of 300'. A variance
of24' is being requested.
2. Lot 1, Block 1, to the minimum area requirement of2.5 acres. a .03 acres
variance is requested.
3. Lot 4, Block 1, to the minimum lot width requirement of 300'. A variance of
25' is being requested.
C. A variance is being requested to Ordinance No. 10, Section 9.030 as the length of the
cul-de-sac(s) exceeds the maximum 500' requirement on Raven Street and 161st Lane
NW. A variance of 400 feet is being requested.
,
Planning and Zoning Commission Recommendation
The Commission is recommending approval of the preliminary plat. Attached is a
resolution which reflects the motion of the Commission. Also attached are the minutes
from their June 23,1998 meeting.
Residents at the meeting were concerned with drainage, tree protection, traffic speeds on
CSAH 20 and the safety of a deaf child on CSAH 20. A concern was also stressed
regarding headlights from vehicles exiting Raven Street NW shining on the property to
the south.
Park and Recreation Commission Recommendation
The Commission reviewed the preliminary plat at their July 2, 1998 meeting. The
Commission is recommending the acceptance of cash in lieu ofland.
8.01 IDENTIFICATION AND DESCRIPTION
a. Proposed name is Langfeld's Oakridge Estates.
d. Scale is 1" = 100'
g. The preliminary plat was prepared by Caine and Associates and the grading, drainage
and erosion control plan was prepared by Howard R. Green Company.
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8.02 EXISTING CONDITIONS
b. Total acreage is 27.05 acres
c. The existing zoning within 300 feet of the proposed plat has been shown.
f. Location of all existing telephone, gas, electric and other underground/overhead
facilities are shown on preliminary plat per ordinance requirements.
g. The boundary lines within 100 feet of the plat have been shown along with the names
of the property owners.
h. A Tree Protection Plan has been submitted to the City for review and approval.
j. A soil boring report has been received by the City.
8.03 DESIGN FEATURES
a. The proposed right-of-way as indicated is 60 feet.
'\
c. The storm drains and street plan/profile will be designed by the developer's engineer
and approved by the City Engineer prior to any construction.
g. The setbacks for each lot are shown for the single family residential area.
h. The proposed method of disposing of surface water has been shown on the grading,
drainage and erosion control plan. A final review by the City Engineer shall be
required.
8.04 ADDITIONAL INFORMATION
b. Water supply will be by individual private well.
c. Sewage disposal facilities will be private individually septic systems.
f. Flood Plain Management is regulated by City of Andover and the Lower Rum River
Watershed Management Organization (LRRWMO) (see Section 9.04(b) for additional
information regarding the 100 year flood elevation).
,
I g. Street lighting is required and the installation costs will be paid for by the developer.
I
/
j. The total linear road mileage for the proposed plat is 0.19 miles.
'\
J
k. Location of Area Identification Signs. Special Use Permit required. Application has
not been made as a sign is not proposed with this development.
9.02 STREET PLAN
a. The typical section, right-of-way and grade are indicated on the preliminary plat.
9.03 STREETS
a. The proposed right-of-way is shown as 60 feet which conforms to standards by
classification.
n. Boulevard is required to be 4" topsoil, spread, seeded, mulched and disc anchored.
9.04 EASEMENTS
b. A drainage easement has been shown to follow the 100 year flood elevation.
9.06 LOTS
,
e. The developer is responsible to obtain all necessary permits from the LRRWMO,
DNR, Corps of Engineers, LGU, MPCA, and any other agency that may be interested
in the site.
. /
9.07 PARKS, PLAYGROUNDS, OPEN SPACES
Park dedication as recommended by the Park and Recreation Commission and approved
by the City Council.
/
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO R -98
A RESOLUTION APPROVING THE PRELIMINARY PLAT OF LANGFELD'S OAKRlDGE
ESTATES BY WILLIS LANGFELD LOCATED IN SECTION 15, TOWNSHIP 32, RANGE 24,
ANOKA COUNTY, MINNESOTA.
WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning
Commission has conducted a public hearing; and
WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and
WHEREAS, as a result of such public hearing, the Planning and Zoning Commission
recommends to the City Council approval of the plat subject to the following:
I. The Existing driveway accesses onto CSAH 20 for Lot 1, Block I being relocated to Raven
Street NW.
2. A variance to Ordinance No.8, Section 6.02 for the following:
a. Lot I, Block 1, variance to the lot width requirement of300 feet. A variance of24 feet is
requested.
,
)
b. Lot I, Block 1, variance to the lot area requirement of2.S acres. A variance of .03 acres
is requested.
c. Lot 4, Block I, variance to the lot width requirement of300'. A variance of25 feet is
requested.
3. A variance to Ordinance No. 10, Section 9.03(G) as the length of the cul-de-sac exceeds the
maximum SOO' requirement. A variance of 400' is requested.
4. The developer obtains all necessary permits from the LRRWMO, DNR, Corps of Engineers, LGU,
MPCA and any other agency that may be interested in the site.
5. A street/storm sewer plan and profile being reviewed and approved by the City Engineer.
6. Park dedication as recommended by the Park and Recreation Commission as determined by
Ordinance No. 10, Section 9.07.
Adopted by the City Council of the City of Andover this 7th
Julv , 19 j2L.
day of
CITY OF ANDOVER
ATTEST:
/
J.E. McKelvey, Mayor
Victoria Volk, City Clerk
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GOlJNTY
Public Services Division
HIGHWAY DEPARTMENT
1440 BUNKER LAKE BLVD, N,W., ANDOVER, MINNESOTA 55304
(612) 862-4200 FAX (612) 862-4201
JANE K. PEMBLE, TRAFFIC ENGINEER "
DIRECT DIAL NUMBER (612) 862-4231
January 2, 1998
Dave Carlberg
City of Andover
1685 Crosstown Boulevard NW
Andover, MN. 55304
RE: Sketch Plan
Langfeld Addition
RECEIVED
JAN 151998
CITY OF ANDOVER
Dear Dave:
We have reviewed the sketch plan for Langfeld Addition, to be located north of CSAH 20 (161 51 Avenue
NW) between Swallow and Quinn Streets within the City of Andover, and I offer the following comments:
/
An additional I 0 feet of right-of-way as depicted on the sketch plan will be required for future
reconstruction purposes (60 feet north ofCSAH 20 R/W centerline). It appears that all-applicable
Sight Distance criteria except for Case I can be met at the proposed roadway intersection with CSAH
20. The obstructions to Case I Sight Distance Requirements appear to be outside of the platted area.
The City should not approve the location of the new city street unless they can ensure that all Sight
Distance Requirements can be met. The Development plans for this area should be reviewed, and a
comprehensive street system incorporated. This plat is undesirable from a County Highway
perspective. because the proposed roadway does not line up with the existing city street system.
Given the minimal amount of offset between Quinn Street, Swallow Street and the proposed city
street, combined with the existing driveways onto CSAH 20, turning movement conflicts are likely
to result. If possible, the City should look at providing city street access to this area via CR 59, and
then onto CSAH 20, given the functional classifications of the roadways. Since all lots have access
onto the city streets, no direct accesses will be permitted onto CSAH 20, and the access for Lot 1
must be relocated onto the new city street. Since access for all lots is to be made via local roadways,
right-of-access along CSAH 20 is to be dedicated to Anoka County,
Calculations must be submitted along with a grading and erosion control pian that deii1lt:ales the
drainage areas for this site. The post-developed rate/volume of runoff must not exceed the pre-
developed rate/volume of runofffor the 1 O-year, 24-hour storm, utilizing the "SCS Method" with a
curve number determined using Group C soils as a minimum.
If any work is to occur within the County Right-of-Way, a permit is required and must be obtained
prior to the commencement of construction, Contact Roger Butler, Traffic Engineering Coordinator
for the Anoka County Highway Department, for further information regarding the permit process.
"-
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It should be noted that residential land use adjacent to highways will usually result in complaints
regarding traffic noise. Traffic noise at this location could exceed Noise Standards established by
the US Department of Housing and Urban Development and the Minnesota Pollution Control
Agency. Anoka County policy regarding new developments adjacent to existing county highways
prohibits the expenditure of highway funds for noise mitigation measures. The City and/or the
Developer should assess the noise situation and take any action deemed necessary to minimize
associated impacts at'this site from any traffic noise.
Affirmative Action / Equal Opportunity Employer
, )
,
/
"
-2-
Thank you for the opportunity to comment. Please keep this department informed as more specific plans for
this site are developed. Feel free to contact me if you have any questions.
Sincerely,
~1//
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Jane Pemble
Traffic Engineer
xc: File 1998 City of Andover
xc: Roger Butler, Traffic Engineering Coordinator
xc: Mike Kelly, Chief Right-of-Way Agent
xc: Skip Anderson, County Surveyor
dmh/LANGFELD ADDITION
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,
Planning and Zoning Commission Meeting
June 23, 1998 - Minutes
Page 8
Public Hearing/Special Use Permit/Construct Antennae in Excess of 35 Feet/US West
Wireless
Commissioner Wells stepped down for this discussion as she is an employee of US West.
Mr. Carlberg reviewed the request of US West Wireless to construct a wireless communications
facility at 1786 Bunker Lake Boulevard. Ordinance 113 regulates the construction and
maintenance of private and commercial antennas and towers and requires a special use permit
for a tower/antenna in excess of 35 feet. Landscaping and screening are also required. US
West Wireless plans to enter into a lease agreement with the property owner of the site.
A.cting Chairman Peek asked how this fits with the redevelopment of this area. Mr. Carlberg
10ted that the area the city is developing is to the west of this property. He stated there may be
Jther areas where this would be more appropriate but that has not been discussed with the
3pplicant.
:\( J Chairman Peek opened the public hearing.
Scott Hoelscher, US West Wireless explained that they have a site in Coon Rapids for another
:ower and in order to maintain seamless coverage, this tower must remain where it is being
Jroposed.
'v10TION by Apel, seconded by Gamache to close the public hearing. Motion carried.
'vl0TION by Apel, seconded by Gamache to forward to the City Council a resolution approving
'he request of US West Wireless for a special use permit to construct a wireless communication
'acilityat 1786 Bunker Lake Boulevard. Motion carried on a 3-yes (Ape!, Peek, Gamache)2-
3bsent (Squires, Luedtke), 1-abstain (Wells) vote. This will go to the City Council on July 7,
1998.
~ublic Hearing/Preliminary Plat/Langfeld's Oakridge Estates
Ar. Carlberg reviewed the request for approval of the preliminary plat of Langfeld's Oakridge
=states. The property is currently zoned R-1, Single Family Rural. It is within the future
Aetropolitan Urban Service Area scheduled for development in the 2010-2015 timeframe.
10wever, the project is proposed to be served by private individual wells and septic systems. Six
jir )family residential lots are proposed. Variances being requested include a variance to
)rdinance 10, Section 9.06G to allow the existing driveway to remain accessing CSAH 20. The
-\ndover Review Committee is recommending that the driveway access be eliminated and
elocated to the proposed Raven Street. The Anoka County Highway Department is also
ecommending elimination of the existing access to County Road 20. The county has also
ldicated that an additional 10 feet of right-of-way needs to be dedicated north of the centerline
,
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:Jlanning and Zoning Commission Meeting
June 23, 1998 - Minutes
:Jage 9
Preliminary Plat/Langfeld's Oakridge Estates, Cont.)
)f County Road 30 for a total of 60 feet. This has been shown on the preliminary plat. A
lariance of approximately 24 feet is also being requested for lot width for Lot 1, Block 1. A
lariance to Ordinance 10, Section 9.03G is requested as the cul-de-sac length exceeds the 500
;oot requirement on Raven Street and 161 st Lane. Mr. Carlberg noted that two additional
lariances are required - Lot 4, Block 1 would require a variance for lot width and Lot 1, Block 1
Nould require a variance for lot area. The Park and Recreation Commission will be reviewing the
:llat at their July 2nd meeting at which time they will be recommending cash in lieu of land.
~cting Chairman Peek opened the public hearing.
::sther Haas, 2109 - 161 st Avenue stated that she has several items of concern. The first
:lertains to drainage - her lot drains to the northeast corner and she is concerned that when the
'oad is built, the water will drain into her lot. She also asked if this plat will affect her well and
3ef'tic system.
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3rad Gusk, 2149 - 161 st Avenue expressed concern with the existing pine trees and what will
Jecome of them when the road is built.
Jale Kratochwill, 16041 Quinn Street NW noted that this area is becoming more congested and
lothing is being done to alleviate the traffic, He also noted that there is a deaf child in the area.
<im Wolff, 16048 Quinn Street NW stated that the way the new street is proposed, the lights
'rom the cars will be shining in their back yard which will diminish the enjoyment of their property
3nd will also decrease their property value.
Jeff Caine, Caine and Associates - explained that everything from this plat will drain to the west
Nhich would improve Ms. Haas' property. They are taking great care to protect the trees that are
In the property. Regarding the relocation of the existing driveway, Mr. Caine noted that there
3re some very large mature trees in the new location that would be lost.
:ommissioner Wells asked whether soil borings had been done. Mr. Caine noted they have
Jeen.
<im Wolff asked how the safety of the children and the lack of their privacy will be addressed.
Thp. ~ommission did not respond.
,'v10TION by Wells, seconded by Gamache to close the public hearing. Motion carried.
MOTION by Apel, seconded by Wells to forward to the City Council a resolution approving the
:lreliminary plat of Langfeld's Oakridge Estates by Willis Langfeld as presented by staff with the
':llanning and Zoning Commission Meeting
June 23, 1998 - Minutes
':lage 10
3dditional variance to Ordinance 8, Section 6.02, lot area, for Lot 1, Block 1, a variance of .03
3cres. Motion carried on a 3-yes (Wells, Apel, Peek), 1-no (Gamache), 2-absent (Squires,
_uedtke) vote. This will go to the City Council on July 7,1998.
Other Business
Vlr. Hinzman updated the Commission on previous City Council action:
~ov's Noise - this will probably come back to the Planning Commission to amend the ordinance
,0 reflect the PCA noise standards.
Slow-No Wake Ordinance - The City of Ramsey is looking at establishing only one zone to the
3outh.
lOI... Meeting With City Counci/- this is scheduled for July 28th.
~/anning Commission Search - There are two applicants. The City Council will appoint one of
.hem at their July 7th meeting.
vlOTION by Apel, seconded by Gamache to adjourn. Motion carried.
the meeting adjourned at 10:00 pm.
~espectfully submitted,
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licki Volk
';cting Recording Secretary
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: Julv 7.1998
.J
AGENDA SECTION
ORIGINATING DEPARTMENT
Discussion
Planning
Jeff Johnson
ITEM NO.
Special Use Permit
Antenna in Excess of Thirty-Five (35) Feet
1786 Bunker Lake Boulevard NW
US West Wireless
\\.
Reauest
The City Council is asked to review the Special Use Permit request of US West Wireless to construct a
Wireless Communications Facility (120 feet above ground level) on the property located at 1786 Bunker
Lake Boulevard NW.
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Commercial Site Plan Review
The Andover Review Committee has reviewed the request and is concerned with the visual aesthetics of
the tower at its proposed location which will be adjacent to the new commercial park. Staff is working
with US West to re-locate the tower to the WDE site which is approximate 1/3 to 1/2 mile north.
Plannin!! and Zonin!! Commission Recommendation
The Planning and Zoning Commission met on June 23, 1998 and recommends approval (unanimous) of
said request. A resolution along with the staff report is attached for your review.
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E'tfltr-e.- fl1cv: ~ ~~ ~ ~ N""~ b y w])t.. ~ ~ \-e-~
_ Co~ LA. s. w~ LD', C".e..\e-ss.
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE June 23. 1998
AGENDA l\f.~lic Hearin\!: S.U.P, ORIGINATING DEPARTMENT
Antenna in Excess of Thirty-Five ( Is) Planning
Feet - 1786 Bunker Lake Blvd, N\\i Jeff Johnson
US West Wireless
APPROVED FOR
AGENDA
BY:
BY:
REOUEST
The Planning and Zoning Commission is asked to hold a public hearing to review the
request of US West Wireless to construct a Wireless Communications Facility
(antenna/tower) on the property located at 1786 Bunker Lake Boulevard NW, legally
described as Lot 1, Block 1, Pankonin Addition.
The property is zoned I, Industrial.
APPLICABLE ORDINANCES
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Ordinance No. 113 - Antennas and Towers
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Ordinance No. 113 regulates the construction and maintenance of private and commercial
antennas and towers, and requires a Special Use Permit prior to construction of any
tower/antenna in excess of thirty-five (35) feet in height.
The ordinance allows for antennas to be mounted on a single pole (monopole). The pole
shall not exceed one hundred fifty (150) feet in height from ground level and must be
setback from all property lines at a distance equal to or greater to the height of the pole,
unless a qualified structural engineer specifies in writing that any collapse of the pole will
occur within a lesser distance under all foreseeable circumstances (a letter from the
structural engineer is attached which addresses this matter).
The ordinance requires that all towers/antennas are required to meet landscaping and
screening requirements that are acceptable and approved by the City Council. The
landscaping and screening must be compatible with the surrounding character, buildings
and landscape. The applicant will be required to submit a commercial site plan
application to the City and will be required to address screening, landscaping, security
and other pertinent issues that are addressed by staff through the review process prior to
construction.
,
The Wireless Communications Facility does comply with all other general requirements
as stated in this Ordinance,
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Page Two
Special Use Permit
AntennaITower in Excess of Thirty-Five (35) Feet
US West Wireless
1786 Bunker Lake Boulevard NW
Ordinance No.8. Section 5.03 - Special Uses
Ordinance No.8, Section 5.03 regulates the Special Use Permit process.
In reviewing this Special Use Permit request, the following criteria shall be considered:
1) The effect of the proposed use upon the health, safety, morals and general
welfare of the occupants of the surrounding land;
2) The existing and anticipated traffic conditions including parking
facilities on adjacent streets and land;
3)
The effect on values of property and scenic views in the surrounding
area; and
4) The effect on the proposed use of the Comprehensive Plan.
GENERAL REVIEW (SEE ENCLOSED PLANS)
US West Wireless plans to enter into a lease agreement with the current property owner
(Edward Prater - 1786 Bunker Lake Boulevard NW) to lease a 20' x 20' (400 square feet)
enclosed area in which a PCS wireless communications structure and ground equipment
will be placed. The proposed leased space is located in the southeast comer of the lot in
the rear yard. The lease area is setback as follows from the property lines:
Rear Yard (South):
Side Yard (East):
Side Yard (West):
Front Yard (North):
38.00 feet
5.00 feet
256.63 feet
168.61 feet
Located within the leased area are the following components:
1.
Personal Communications Services (PCS) Tower/Antennas
The Wireless Communication Facility consists ofa single pole (monopole), which
is made of steel, is light blue in color and extends 120 feet above the existing
grade. Six (6) directional antennas will be mounted on the tower; two (2)
...
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Page Three
Special Use Permit
AntennaITower in Excess of Thirty-Five (35) Feet
US West Wireless
1786 Bunker Lake Boulevard NW
/
antennas at 120 feet above grade and four (4) antennas at 90 feet above grade.
The antennas are approximately 5' x 42"x 4' in size.
2. Ground Equipment
Up to three (3) weather resistant cabinets to house equipment used to link the
antenna to the telephone network will be placed on an equipment rack that is
anchored to the ground.
3.
F encing/Landscaping
':
The City will require that the leased area be landscaped in order to screen the
ground equipment from adjacent properties and a security fence be constructed
to prevent unauthorized entry.
. /
COMMISSION OPTIONS
Approval.
The Commission may recommend to the City Council approval of
said request. The Commission finds the request meets the'
requirements of Ordinance No.8, the Zoning Ordinance.
Denial.
The Commission may recommend to the City Council denial of said
request. The Commission finds the request does not meet the
requirements of Ordinance No.8, the Zoning Ordinance. The
Commission shall state those reasons for denial.
Table.
The Commission may table the item pending further information
from staff or the applicant.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RESOLUTION NO.
A RESOLUTION GRANTING THE SPECIAL USE PERMIT REQUEST OF US WEST
WIRELESS FOR THE CONSTRUCTION OF A WIRELESS COMMUNICATION FACILITY
(PCS ANTENNAlTOWER - 120 FEET IN HEIGHT FROM GROUND LEVEL) ON THE
PROPERTY LOCATED AT 1786 BUNKER LAKE BOULEVARD NW, LEGALLY
DESCRIBED AS LOT 1, BLOCK 1 PANKONIN ADDITION.
WHEREAS, US West Wireless has requested a Special Use Permit to construct a Wireless
Communication Facility (120 feet in height from ground level) on the property located at 1786
Bunker Lake Boulevard NW, legally described as Lot 1, Block 1, Pankonin Addition.
WHEREAS, the Planning and Zoning Commission has review the request and has determined
that said request meets the criteria of Ordinance No.8, Section 5.03 and Ordinance No. 113; and
WHEREAS, a public hearing was held and there was no opposition regarding said request; and
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WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of
the Special Use Permit requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby
agrees with the recommendation of the Planning and Zoning Commission to allow US West
Wireless to construct a Wireless Communications Facility (PCS antenna/tower structure - 120
feet in height from ground level) on said property with the following conditions:
1. The Special Use Permit shall be subject to annual review and site inspection by City
staff.
2. The applicant shall receive commercial site plan approval from staff prior to the issuance
of a Building Permit.
3. The Special Use Permit shall be subject to a sunset clause as defined in Ordinance No.8,
Section 5.03(D).
Adopted by the City Council of the City of Andover on this _ day of
,1998.
CITY OF ANDOVER
J. E. McKelvey, Mayor
A TrEST:
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Victoria Volk, City Clerk
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U S WEST Communications Group
426 North Fairview Room 101
St. Paul, MN 55104
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Wireless
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lI~WEST
June 5, 1998
Jeff Johnson
Zoning Administrator
City of Andover
1685 Crosstown Blvd. N.W,
Andover, MN 55304
RE: Application for a Wireless Communications Facility at 1786 Bunker Lake Blvd.,
Andover. US West Site No. MIN-154
Dear Mr. Johnson:
This letter is designed to comply with the application procedures for a Conditional Use Permit
that will allow the placement of a Wireless Communication Facility at 1786 Bunker Lake
Boulevard, Andover.
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INTRODUCTION
US West Wireless (US West) is licensed by the Federal Communications Commission (FCC) and
is scheduled to deploy a wireless Personal Communication Services (PCS) system for Andover
and the surrounding area in the summer of 1998. See (Exhibit "A"). To fulfill its mandate from
the FCC, US West will be developing a grid of antenna sites throughout its service area. These
antenna sites must be spaced, depending on certain technical and geographical variables, at
intervals approximately two (2) miles from each other and at a height of approximately seventy-
five (75) to one hundred twenty (120) feet above the ground. The intent of the deployed system
will be to provide wireless services to all Twin City area communities. Since US West intends to
utilize PCS as an affordable Wireless Local Loop service, coverage at the neighborhood level is
essential (unlike Cellular, which is typically a high-cost mobile service). In order to meet the
objective of seamless coverage, a PCS site is currently needed in southern Andover, near the
intersection of Hanson and Bunker Lake Boulevard,
Each US West PCS facility consists of an antenna support structure (monopole); 6-9 directional
antenna and two or three cabinets that house the electronic equipment. Aesthetics and site design
are of great importance in every US West PCS facility; sites are constructed and located to be as
inconspicuous as possible. In Andover, a 120' monopole in an industrial zoning district is
proposed. The monopole will be screened from the view of residents and the casual observer by
existing vegetation. The color of the monopole will be chosen to blend in with the surrounding
environment and the antennas will be placed close to the monopole to reduce visibility. As the
enclosed computer rendering shows, US West is offering to construct one of the most visually
\ acceptable antenna support structures of any of the present PCS/Cellular providers. See (Exhibit
"B")
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PCS WIRELESS TECHNOLOGY
PCS is a new wireless telecommunication service that is personalized to the individual. PCS
technology will allow a variety of telecommunication services, including local and long distance
telephone services, portable telephone and facsimile transmission capability, caller identification
and voice mail services to name just a few features. The types and features of services that each
subscriber desires will be customized to his and her individual needs. Telephone numbers in use
in PCS handsets will be assigned specifically to an individual user with a Personal
Communications Number (PCN), A PCN will allow the network to track the individual at all
times.
PCS utilizes the latest digital technology. This will facilitate improved call clarity, but more
importantly, clean data communication when using a fax or modem. A PCS customer will be
able to communicate through voice and data simultaneously using the same handset without
interference to either activity. In addition, computer users will be able to run applications and
retrieve data faster from remote locations using their handset. PCS technology also assures less
static and fading than current cellular technology and results in fewer dropped calls,
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New wireless communication technology has developed rapidly in the past few years and the
many new features are vital to industrial, business and personal uses. Business and industry will
be seeking out and adapting to these new technologies to remain competitive. Having access to
these emerging wireless technologies will be an important part for the success of future business
and for the safety/convenience of the personal user.
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PROPOSED USE
We propose to construct a one hundred twenty (120) foot free standing monopole with associated
antenna and base station equipment at 1786 Bunker Lake Boulevard. See (Exhibit "c" -
Property Plat), The property is owned and operated by Edward Prater for Eddy's Auto and
Body Repair. US West has entered into an agreement with Mr. Prater to lease a 20' x 20' section
of land in the rear of the property. The monopole will be placed just north of the row of pine
trees that run along the south property line, Please refer to the attached site plans showing the
proposed site layout. See (Exhibit "D").
The foundation for the antenna support system will be a concrete caisson design. The tower steel
and foundation will be designed following specifications as determined by the tower
manufacturer. The specifications take into account soils, local wind loading guidelines and the
type of equipment to be attached to the monopole. A safety factor is included in the design
parameters resulting in a pole that typically exceeds local building code requirements. As the
monopole engineering and structural report indicates, the antenna support system is manufactured
and designed not to collapse. See (Exhibit "E").
A total of six (6) PCS antennas will be mounted on the monopole; two (2) antennas at one
hundred twenty (120) feet above ground level and four (4) antennas at ninety (90) feet above
ground level. The antennas are approximately 5" x 42" x 4" in size. See (Exhibit "F").
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Two (2) or three (3) weather resistant cabinets to house equipment used to link the antenna to the
telephone network will be placed on an equipment rack that is anchored into the ground, See
'1 (Exhibit "G"). The electrical equipment will be placed in the rear of the property next to the
/ monopole and screened from view by existing vegetation and fencing,
No signs or lighting is planned for the proposed PCS facility. The site will meet both FAA and
FCC requirements for this location. Drainage of the site will not be changed. This site will
require 208-volt single-phase electrical service and a Tl telephone line for utilities.
BENEFITS TO COMMUNITY
The proposed PCS site will enhance public safety and welfare because it will enable US West to
bring new Code Division Multiple Access (CDMA) cellular technology to the area. CDMA,
which did not exist four years ago, is now considered the leading wireless access technology in
the industry. The ability to transmit data such as fax, paging and computer data transmission will
open a whole new way of communicating by business, individuals and government services.
Police can use CDMA cellular fax machines as part of their drug enforcement program to obtain
immediate search warrants when illegal activity is observed without leaving the scene.
Firefighters can receive faxed blueprints of a building in route to fight fires more safely.
Ambulances can use it to transmit vital data to emergency rooms, which allow the emergency
rooms to be better prepared to receive injured accident victims. Motorists will have greater
flexibility of wireless phone choices, which will allow them more security in placing emergency
calls as needed.
)
CDMA wireless radio transmissions are very safe and pose no health risk. It is really nothing
more than a digital low power two-way radio. CDMA wireless uses low power to insure that the
signal stays within the designated "cell" so it will not interfere with neighboring "cells". The
maximum output for a PCS transmitting antenna is one thousand (1000) watts. As a comparison,
power output of television and radio station transmitting towers can range from 50,000 watts to
one million watts,
The question is often asked if the operation of a wireless antenna will affect home radio and
television reception. The use of the frequency spectrum is tightly controlled by the FCC. The
CDMA PCS system is operated in the 1900 MHz range. This is a higher frequency on the radio
spectrum than home radio and television frequencies. This is important because higher frequency
users can not interfere with lower frequency users. Since 1984, over 15,000 cellular antennas
have been erected across the United States, and there have been no documented instances of
interference with home entertainment equipment.
ZONING REOUIREMENTS
The proposed site is zoned I-Industrial and is currently owned and utilized as an auto repair
facility. The placement of a monopole at this site will have minimal impact on neighboring
properties and will allow for the development of personal wireless service to serve Andover. The
use as conditioned will not impede future development of the parcel or development in the area.
The proposed monopole is setback 38' from the south property line and approximately 15' from
the east property line. The north and west property line setbacks are well over the height of the
pole, The pole will be screened by existing vegetation at this location and secured from
) unauthorized climbing by a fence surrounding the rear of the property.
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i A wireless facility at this location will be relatively unobtrusive. A communications pole will
/ have no adverse aesthetic impact. The proposed monopole will blend in with the surrounding
industrial character of the area and be compatible with the existing power utility line that runs
parallel to Hanson Boulevard.
The establishment. maintenance and operation of such a conditional use will promote and
enhance the general public welfare and will not be detrimental to or endanger the public health,
safety or comfort. PCS transmissions operate at very low power levels. The tower will be
grounded for protection against lighting. Moreover, no part of the tower or antennas will extend
across any portion of a street, sidewalk or alley.
Special arrangements need not be made to accommodate access to the site, The proposed use will
cause no increase in traffic or interference with traffic on the surrounding private streets. Site
visits will be rare once the monopole/antenna has been installed. Parking will not be an issue
because site visits will be infrequent and of limited duration. The site will have adequate utilities
for the use as conditioned and adequate access is provided to the site.
Each US West antenna site will be registered with the Federal Aviation Administration (FAA).
The monopoles meet all ANSI/TIA/EIA-222E and Uniform Building Code Standards and are
designed to withstand the highest wind speeds, snow and ice loads. The proposed use requires
electric and telephone service, both of which are available and ample for US West needs at this
site. US West will pay for all costs of actual electric and telephone services used at the site.
'\
US West will work to provide for and accommodate co-location on the proposed monopole as
indicated in the attached Co-Location Policy. See (Exhibit "H"). The monopole will be
manufactured for at least two additional wireless carriers.
. /
US West hopes this correspondence and enclosures address all issues with the proposed use.
Should you have additional questions regarding the attached information please contact us at
612/642-6042, US West Wireless appreciates the assistance that we have received from the City
of Andover and we look forward to working with you to better serve your citizens.
Thank you for your time and consideration of this application.
~J'-fI-~
Scott Hoelscher
Site Administrator
US West Wireless
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llj.~EST Wireless
MIN 154
1786 Bunker Lake Blvd.
Andover, MN
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
)
DATE: Julv 7.1998
AGENDA SECTION
ORIGINATING DEPARTMENT
Discussion
Planning
Jeff Johnson
ITEM NO.
Amend Ordinance No.8, Section 4.21 - Fences
\d.
Request
The City Council is asked to review and consider an amendment to Ordinance No.8 (the Zoning
Ordinance), Section 4.21 - Fences.
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Said amendment would require a "good neighbor" policy when constructing a fence. The ordinance
amendment as written requires the finished side of a fence to be on the outside facing the abutting or
adjoining properties and all posts or supporting structures be on the inside of the fence.
Plannin!! and Zonin!! Commission Recommendation
The Planning and Zoning Commission met on June 9, 1998 and recommends denial ofthe proposed
amendment (4-2). Please review the meeting minutes.
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Regular Andover Planning and Zoning Commission Meeting
Minutes - June 9, 1998
Page 3
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PUBLIC HEARING: AMEND ORDINANCE NO.8, SECTION 4.21, FENCES
8:02 p.m. Mr. Hinzman explained the proposed amendment would require a "good neighbor" policy
when constructing a fence by requiring the finished side of a fence to be on the outside facing the
abutting or adjoining properties. All posts or structures supporting the fence shall be on the inside
of the fence. About hal f of the other communities Staff surveyed have a provision similar to this.
Staff has received two complaints on this issue recently. All existing fences would be grand
fathered in.
Commissioner Wells asked to consider a revision in the new Item G, thinking the Commission had
discussed increasing the acreage for barbed wire fences to five acres. The Commission did not feel
they should be discussing any other changes because of the review taking place by the Zoning
Ordinance Review Task Force. '
Motion by Peek, Seconded by Luedtke, to open the public hearing. Motion carried unanimously.
8:06 p.m. There was no public testimony.
'\ Motion by Peek, Seconded by Gamache, to close the public hearing. Motion carried unanimously.
J
Commissioner Peek found it hard to support this proposal as a matter of principle. He cited
instances where neighbors have worked together and flipped the fences for consistency, He felt this
provision is unnecessary. Commissioner Apel agreed. He didn't feel the ordinance should be
changed because of a complaint from one or two people. Chairperson Squires also found it hard to
believe neighbors can't work something out between them, and that someone would construct a
fence with the poles and posts on the outside. People have different definitions of aesthetics;
however, he didn't think it is wrong to have an ordinance saying the construction of a fence has to
be like what 99 percent of the people already do.
Motion by Peek, Seconded by Apel, to forward the Staff prepared amendment to Ordinance No.8
GGGGG on to the City Council with the recommendation for denial. A public hearing was held and
there was no comment. Motion carried on a 4-Yes, 2-No (Squires, Wells) vote. This will be placed
on the July 7 City Council agenda,
VIDEO PRESENTATION - "THE FUTURE IS NOW" - DEPICTING THE TWIN CITIES
DWINDLING LAND SUPPLY AND AFFORDABLE HOUSING ISSUES - BUILDERS
ASSOCIATION OF THE TWIN CITIES
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The Commission watched the video, "The Future is Now". Following that, Commissioner Gamache
noted a Pioneer Press article about the open spaces in the City of Woodbury, There were no further
comments.
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
June 9,1998
DATE
AGENDA ITEM ORIGINATING DEPARTMENT
4. Public Hearinl!:: Amend Ord. No.8
(Zoning Ordinance) - Section 4.21, Fences Jeff Johnson
APPROVED FOR
AGENDA
BY:
BY:
REQUEST
The Planning and Zoning Commission is asked to review an amendment to Ordinance
No, 8 (the Zoning Ordinance), Section 4,21 - Fences and Walls.
Said zoning ordinance amendment would require a "good neighbor" policy when
constructing a fence. The ordinance would require the finished side of a fence to be on
the outside facing the abutting or adjoining properties and all posts or structures
supporting the fence shall be on the inside of the fence.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
ORDINANCE NO. 8GGGGG
AN ORDINANCE AMENDING ORDINANCE NO.8, THE ZONING ORDINANCE
OF THE CITY OF ANDOVER.
The City Council of the City of Andover hereby ordains as follows:
Section 4.21 Fences and Walls. Fences, walls and similar barriers shall be permitted in
all yards subject to the following:
(A) Any fences, hedges and walls, following the adoption of this Ordinance
amendment, may be located in any private yard or along a side or rear property
line, unless the City deems it necessary to access the area for drainage and utility
purposes. (8BBBB, 8-17-93)
B)
Any fence, hedge, or wall in excess of six (6) feet in height shall meet the
minimum required building setback for the zoning district in which it is located
and does not create a traffic hazard. (8PPP, 11-06-90; 8BBBB, 8-17-93)
/
C) Any fence, hedge, wall or similar barrier located in the minimum required front
yard setback shall not be over four (4) feet in height or obstruct vision and thereby
create a traffic hazard, Any such fence, hedge, wall or similar barrier shall be
removed by the owner upon action of the .^.ndo\'sr City Council. (8PPP, 11-06-
90)
ill Anv fence constructed shall have the finished side on the outside of the fence.
facing the abutting or adioining properties and all posts or structures supporting
the fence shall be on the inside of the fence.
9) ill Any fence, hedge, wall or similar barrier which is not properly maintained so as to
create an eyesore or nuisance shall be removed or repaired to an original condition
by the owner upon action of the .^.ndoyer City Council. (8PPP, 11-06-90; 8ZZZ,
10-06-92)
~ El A security arm for barbed wire to a maximum height of eight (8) feet may be
permitted by Special Use Permit in any Industrial or Business District. (8PPP,
11-06-90)
"
B ill Barbed wire and electric fences shall not be permitted in platted residential lots of
less than 2.5 acres. A sixty (60) day amortization period shall be established for
non-conforming fences. (8ZZZ, 10-06-92)
/
~ ill Fences which are for the sole purpose of containing non-domestic animals are not
subject to the provisions of this Ordinance.
All other Sections of this ordinance shall remain as written and approved by City
Council. '
Adopted by the City Council of the City of Andover on this _ day of
,1998.
ATTEST:
CITY OF ANDOVER
Victoria Volk, City Clerk
], E. McKelvey, Mayor
"
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CITY of ANDOVER
)
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public
hearing at 7:30 p.m., or as soon thereafter can be heard, on Tuesday, June 9, 1998
at Andover City Hall, 1685 Crosstown Boulevard NW to review an amendment to
Ordinance No.8 (the Zoning Ordinance), Section 4.21 - Fences.
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Said amendment would require the finished side of a fence to face or abut the
adjoining properties, and all posts or structures supporting the fence shall be on the
inside of the fence. '
All written and verbal comments will be received at that time. A copy of the
proposed amendment will be available for review prior to the meeting at City Hall,
U~;;I.L&
Victoria V olk, City Clerk
Publication dates: May 29, 1998
June 5, 1998
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CITY
REGULATE CONSTRUCTION
AESTHTICS
ANOKA
APPLE VALLEY
BLAINE
BROOKLYN PARK
CHAMPLIN
CHANHASSEN
CHASKA
COON RAPIDS
EDEN PRAIRIE
ELK RIVER
GOLDEN VALLEY
MAPLE GROVE
PLYMOUTH
ST. LOUIS PARK
PRIOR LAKE
YES
NO
YES
YES
NO
YES
YES
NO
NO
YES
YES
NO
YES
NO
NO
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
,
)
DATE: Julv 7.1998
ITEM NO.
Schedule City Tour
\3.
ORIGINATING DEPARTMENT
Scott Ericksondl
Engineering
AGENDA SECTION
Discussion Item
The City Council is requested to pick a date and time to attend a brief bus tour of the City to
review current and upcoming projects and developments. A similar tour was held two years
ago, We hope the tour is beneficial in future planning efforts of the Council and staff and to
see some of the improvement and developments within the City.
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
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DATE:
Julv 7. 1998
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
Scott Erickson,~t
Engineering
ITEM NO.
Approve Feasibility Report/98-11/Jay Street NW/
(\ Street Reconstruction, St. S, SS & WM
h.
The City Council is requested to approve the resolution accepting feasibility report and calling
a public hearing on improvements of street reconstruction, sanitary sewer, storm sewer and
watermain, Project 98-11 in the area of Jay Street NW.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
\
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MOTION by Councilmember to adopt the following:
A RESOLUTION ACCEPTING FEASIBILITY REPORT AND CALLING PUBLIC
HEARING ON IMPROVEMENTS OF STREET RECONSTRUCTION. ST. S. SS &
WM, PROJECT NO. 98-11 IN THE FOllOWING AREA JAY STREET NW.
WHEREAS, pursuant to Resolution No. 003-98 , adopted the 19th day of
Mav ,19 98 , a Feasibility Report has been prepared by TKDA for the
improvements; and order the preparation of a feasibility report for the improvement;
and
WHEREAS, such feasibility report was received by the City Council on the 7th
day of Julv ,19...mL; and
WHEREAS, such report declared the proposed improvement to be feasible for
an estimated cost of $606.979,00.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover that:
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1. The City Council hereby accepts the Feasibility Report for Project 98-11, for the
improvements.
2. The City Council will consider the improvements in accordance with the report and
the assessment of abutting property for all or a portion of the improvement pursuant
to Minnesota Statutes Chapter 429 at an estimated total cost of the improvement of
$ 606.979.00 .
3, A public hearing shall be held on such proposed improvement on the 21st day
of ...J!!jy, 1998 in the Council Chambers of the City Hall at 7:00 PM and the Clerk
shall give mailed and published notice of such hearing and improvement as
required by law.
MOTION seconded by Councilmember and adopted by the
City Council at a reqular meeting this...l!h... day of Julv ,19...mL, with
Councilmembers
in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
voting
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ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
)
DATE:
lulv 7. 1998
AGENDA SECTION
ORIGINATING DEPARTMENT
Staff, Committee, Commission
Community Development
ITEM NO.
Appoint Planning and
Zoning Commissioner
\S.
David L. Carlberg
Community Development Director
The City Council is requested to appoint a commissioner for the Planning and Zoning Commission to
fill the vacancy left by the resignation of Lynette Barry. Ms. Barry's term would have expired on
December 31, 1998.
Staff advertised for the vacant position for two weeks. In addition, staff also contacted those residents
who have submitted applications in the past. The City has received two applications for the position.
The candidates are Don Jacobson and Jason Osberg. Attached are their applications for Council review.
, If the Council fills it necessary, interviews can be scheduled with the applicants. The Council may also
./ wish to forego the interviews and appoint Mr. Jacobson or Mr. Osberg to a term that will expire on
December 31,1998.
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75~-15q23
CITY of ANDOVER
ADVISORY COMMISSION APPLICATION
Name: \)O~ ::J'aCObso,v
Address: 14'a2b tJJ.Jiveesif'.{ AvE..
Home Phone: +~4-- 34-0 I Work Phone: .2 41-.2 Z 71
commission Preference:
Planning & Zoning
x
Park & Recreation
Economic Development
Charter Commission
Public Safety Committee
Cable Comm.
Equestrian Council
Tree Commission
i
Please state your reasons for requesting to be on the advisory
commission checked above: "I...,;-e~S5T i U 5~e"~ At...t> ooelZ... <,::;..~
i tv Au:o..m. Loi~ ~~LA-u -r- Dvd\,....~5. ";stYOUi--At'TAc)lI1'l(}.Jt
\D \ke L;~ - 26 ~ ~ F'6 ~iJ~t,
Describe your education/experience which qualifies you to serve on this
commission:~~ priDf2- cX.P-eRiCUC-E ~/oJ P04-c. pLuS ~ Tc..I2/YLS
b~ C; h, Lovuc',L
I
Describe your professional, civic or community activities which may be
relevant to this commission:
:J;...,volve.& ; #...) Lr,c...AC UU12d.... At-->c-. C'-fjGo~i\1.~_
....,.-
h::> fL ~c:... ~ 2r ~C4..l/S'.
Dated: ~~/~/rt9
JUN-08-1998 09:05
C!TY OF DAYTON
P.02
CITY of ANDOVER
MVt90av COMMUSlQR APPLICATION
K~.
, ,
C~..1cn Prel.~WQce:
1Ila=1ng r. Zon!ag X
8CCDalUC 1)evelopMft~
P.~k . ~.~iOQ
C!\u~~ ~..i~
~lil;i"".f.~y c:-ite..
CUI. ea..
E~.~ri.n C~oLl
Tree CcIIIU"lon
Pl.... nata )'VIR' 'I'M.CAII fo~ nq\ItIatiq to ~ on ~ .ctv~.C1~,
cOII.d,..~cm c;::bII~ aboY1t:
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L a,., 1/7-fer~fft:d' 1J1 -/he V4Cdl/c;y.
.. It 0 k ~ /7; h e.1,t' q 1/ ide.: -fh e /'vI ,jr e.
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J)a.c;::~jJ)e ycu: pTofe..1onal, civic: 9~ c;'~t.ty .ec1~t1.. ~igh ..,.y b.
i-.lavuc to thh c:CIIlIII1..iOQ: .:L !lave h-t't'n -rh< /lj5/5T?lnr.
.c;,~y !/?ll'Jl'Jer ,lor (he 6~y ~ j);'yh/7 5/l7cc; tJcf ~ /~'l6.
,:[ t1/>1 I t'h oj' t(.. q~ >eL".--f5 (J.,L 7'he. ~1?11/'qJ
(OMIlj/'551,,., /1'1 /J<1fhr). r VII ~r5-1-ztr) f1,e /'tJ/e Ih~
IA~.f l1-tPftJJ C4MI11I'"5j/tJ/J, ~l1d 41>0 h e?fled~!{:;'15
Ouec!, - 8' ~ 'r '8
JUN-05-1998 15:15
75S 8923
94Y.
P.02
TOTAL P. 02
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
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DATE:
luly 7. 1998
AGENDA SECTION
ORIGINATING DEPARTMENT
Staff, Committee, Commission
Community Development
ITEM NO.
Confirm Joint Meeting
Date - CPTFIP&Z
\to.
David L. Carlberg
Community Development Director
The City Council is requested to confirm the meeting date and time to hold a joint meeting with the
Comprehensive Plan Task Force and the Planning and Zoning Commission. The Council attentively set
the meeting(s) for Tuesday, July 28, 1998. The Council would meet with the CPTF from 6:00 p.m. to
7:30 p.m. and the Planning and Zoning Commission from 7:30 p.m. to 9:00 p.m. However, since this is
a regularly scheduled meeting night for the Planning and Zoning Commission, the times may be subject
to change depending upon the length ofthe agenda for the P & Z meeting.
Staff would also like suggestions from the Council on the items to be discussed at the meetings.
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CI1Y OF ANDOVER
REQUEST FOR COUNCIL ACTION
AGENDA SECTION
Non-Discussion Items
DATE:July 7, 1998
ORIGINATING DEPARTMENT
CifY Flerk
\l. ~ .
)
ITEM NO.
1'/, Approve Kennel license Renewals
The City Council is requested to approve the following kennel license renewals:
Commercial Kennel License
Dover Kennels
16422 Hanson Boulevard NW
Private Kennel License
/
Rescue Saint Bernards
4180 -165th Avenue NW
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
AGENDA SECTION
Non-Discussion Items
DATE:July 7, 1998
ORIGINATING DEPARTMENT
City Clerk
~{
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ITEM NO,
\ Approve Non-Intox, On-Sale Uquor Ucense/
'8' . WoodlandCreek Golf Course
The Woodland Creek Course has been sold to National Golf Operating Partnership, LP and
will be leased by American Golf Corporation, a California corporation. The operation and
name of the club will remain the same.
American Golf Corporation has contracted with Compliance Service of America to handle the
application for the non-intoxicating on-sale liquor license.
City Ordinance 213, Section 7 states that each license shall be issued to the applicant only and
shall not be transferable to another holder. Therefore, Council must approve a new license for
the new owner. At the present time, Woodland Creek Golf Course holds the license.
.I
Attached are the application for the license, a copy of the certificate of insurance and a copy of
American Golf Corporation's Certificate of Authority to Transact Business. The license fee has
also been paid.
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N,W, . ANDOVER, MINNESOTA 55304 . (612) 755-5100
NON-INTOXICATING LIQUOR LICENSE
APPLICA TION
CITY OF ANDOVER, MINNESOTA
To the City of Andover, County of Anoka,
I hereby make application for the following non-intoxicating liquor license(s): (Off-Sale) (On-Sale), established
pursuant to an Ordinance passed by the Andover City Council.
Applicant Name:
Theodore
(First)
F.
(Middle)
Kahan
(Last)
For the past five years my residence has been as follows: - 6/95-present: 1129 Maple St" Santa 'Monica, CA
8/92-6/95: 1045 Cedar St., Santa Monica, CA
11 29 '61 Chicago, IL
I was born at
month
day
year
City, State
American Golf Corporation
of
Name of Organization
St., Santa Monica, CA 90405
Secretary
Title, Officer
2851 28th
located at the following address
I am the
The organization was incorporated
8-29-83
, The name and address of the
officers are as follows:
date of incorporation
Kevin J. Roberts, President
David G. Price, CEO
Edward R. Sause, Exec VP
Theodore F. Kahan, Secretary
Michael L. Barendse, Treasurer
Business name and address where license will operate: Woodland Creek Golf COurse
3200 So. Coon Creek Dr., Andover, MN 55304
Name. address and date of birth of manager, if different than applicant: W 99 actc:rnUflcG
(Y\'c.HA~L. J3ch'1erf-. ,;)7',/0 ':;:54,..17""; 51-. N2', J?IA-'-Nc tn"" .j-s-l-l?
- )
11- /0-.::. <f- .bOc
I am~ am not engaged in the retail sale of intoxicating liquor. (not' at this location)
I have_ have not X had an application for licenses rejected previously.
I have have not X been convicted of a felony or of violating any national or state liquor law or local
ordinance relating to the manufacture, sale or transportation of intoxicating liquor.
I have no intention or agreement to transfer this license to another person,
I agree to waive my constitutional rights against search and seizure and will freely pennit peace officers to inspect
my premises and agree to the forfeiture of my license if found to have violated the provisions of the ordinance
providing for the granting of this license.
I hereby solemnly swear that the foregoing statements are true and correct to the be
, ~
:..........h._..... ...~ "__1:___..
D~
THIS CERTIACATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIACATE HOLDER. THIS
CERTIACATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE
~CORD
AON RISK SERVICES, INC, OF SO, CALIFORNIA
707 WILSHIRE BOULEVARD, SUITE 6000
'~ngeles, California 90017
./(213) 630-2012
COMPANY
A
LUMBERMANS MUTUAL CASUALTY COMPANY A XIV
A++ XIV
i
I
I'NSURED
I
AMERICAN GOLF CORPORATION, ET AL.
2951 28th Street
Santa Monica, CA 90405-2961
COMPANY
B
COMPANY
C
FEDERAL INSURANCE COMPANY
I
~AK8if;@j$j
COMPANY
o
w:
THIS IS TO CERTlFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING A/oN REQUIREMENT, TERM OR CONDITlON OF ANY CONTRACT OR OTHER DOCUMENT \/VITH RESPECT TO VVHICH THIS
CERTlFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITlONS OF SUCH POliCIES, LIMITS SHOINN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO POLICY EFFECTIVE POLICY EXPIRATION
LTR TYPE OF INSURANCE POLICY NUMBER DATE (MMIOOJYY) DATE (MMIOOJYY) LIMITS
7/15197
7/15/99
COMMERCIAL GENERAL L1ABIUTY
CLAMS MADE 0 OCCUR
OWNER'S & CONTRACTOR'S PROT
Liquor Liability
SAA038508-00
($200,000 Self-Insured Retention)
7/15/97
7/15/98
F5DOO670~ ALL STATES
EXCEPT TEXAS, VIRGINIA
F5D006711.00 TEXAS
F5D00671o-00 VIRGINIA
($100,000 Deductible)
Comprehensive & Collision Subject
to $1,000 Deductible Each
COMBiNED SlNGLE LIMIT
BODILY INJURY
(Per person)
BODILY INJURY
Per accident
NON-O'IoNED AUTOS
x Comprehensive (Sched. Units)
x Collision (Schad. Units)
PROPERTY DAMAGE
AUTO ONLY. EA ACCIDENT
OTHER THAN AUTO ONLY:
98-7975.46-94
7/15/97
7/15/98
AGGREGATE
OTi-lER Ti-lAN UMBREllA FOR~J.
10,000,000
1,800,000
1,800,000
1,800,000
50,000
s
1,000,000
nmm~m~~gmmMmrWH~
19,000,000
19,000,000
OHi- :~~~~ft~m~~~~~~~~~fd@ilitf~~~~
WORKERS COMPENSATION AND
EMPLOYERS' LlABILlTY
THE PROPRIETOR!
PARTNERSlEXECUTIVE
OFFICERS ARE
5BA038949-00
7/15197
7/15/98
x
INCL
EXCL
OTHER
DESCRIPTION OF OPERA T10NSlLOCA TIONSNEH1CLESlSPECIAL ITEMS
Re: Woodland Creek Golf Course
1,000,000
1,000,000
1,000,000
.Emt~1EMt~a~111@fjtfftMtM:tm@tiiJlWtmtltttttJmMf;ttiiiMliHtftltG?~m;WMm.~.~.~~~P.!.!~.!?~~.!~~..~~~~~~.Y.f!:.~.~.t..?!..~~~~~~...............................~~
City of Andover
1685 Crosstown Blvd" NW
1over, MN 55304
)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL MAIL
-:30 DAYS WRmEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
AUTHORIZED REPRESENTATIVE
:~jiiitfi~jMt1il@lftJgl@tMWgi~~?j{tJltHgnifJiW";ffiJji~111ttitt~#;f.i~tJiitf~W~J%PAftJii;?-.Y.
.xt@jBiitieriifi("~~..:-->>X"/;:<<;~1
@m;'>>'i-;:j.:;
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
'.
DATE: Julv 7.1998
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AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Change Order/96-15/
Public Works Expansion
\C{,
Scott Erickson, cAL
Engineering
The City Council is request to approve Change Order #4 for Project 96-15, Public Works
Expansion,
Attached is the change order for your review.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Council member
to adopt the following:
A RESOLUTION APPROVING CHANGE ORDER #..A., TO PROJECT NO. 96-15,
PUBLIC WORKS EXPANSION.
WHEREAS, the City of Andover has a contract for Project No. 96-15 with
Gorham Oien Mechanical. Inc. of Mora. MN.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to
hereby approve the change order to Project No. 96-15.
MOTION seconded by Councilmember
and adopted by the
City Council at a reaular meeting this 7th day of Julv ,19~,
with Councilmembers
voting in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
City of Andover
CHANGE ORDER
No. 00004
1685 Crosstoml Blvd
~-1over. MN 55304
Phone: 612-755-5100
Fax: 612-755-8923
, I
'ufLE:
TO:
Gorham Oien Mechanical
841 East Forest Ave,
PO Box 187
Mora, MN 55051-0187
Tim Felland
DATE: 5/19/98
JOB: 4106
CONTRACT NO:
1
Move Gas line on City Hall
PROJECT: Andover Public Works Building
ATfN:
RE:
To:
From:
Number:
DESCRIPTION OF CHANGE
Item Description
Stock#
Quantity 'Units
1.000 Lot
Unit Price Tax Rate Tax Amount Net Amount
00001 Move Gas Main and supply to brick
race the existing City Hall Building.
5777,65 0,00%
so.oo
5777,65
/
Unit Cost:
Unit Tax:
Lump Sum:
Lump Tax:
Total:
$777.65
$0.00
$0.00
$0.00
$777.65
The Original Contract Sum was .................................................................................................
Net Change by Previously Authorized Requests and Changes ................................................
The Contract Sum Prior to This Change Order was
The Contract Sum Will be Increased ...................................................................................
The New Contract Sum Including This Change Order
The Contract Time Will Not Be Changed .................................................................................
The Date of Substantial Completion as of this Change Order Therefore is
$332,000.00
$3,319.45
$335,319.45
$777.65
$336,097.10
ACCEPTED:
City of Andover
By:
Adolfson & Peterson, Inc.
Gorham Oien Mechanical
~ ,/
By:
Tim Felland
Scott Erickson
Tom Stone
Date:
Date:
Date:
ExpedUion~
s\\~
~ORHAM OIEN MECHANICAL, INC.
)41 EAST FOREST AVENUE
INVOICE
NUMBER
1406
DATE
05/15/98
MORA MN 55051-1627
PAGE 1
BILL TO:
ADOLFSON & PETERSON AN43 B*
ATTN: CINDY HANSON
6701 WEST 23RD STREET
MINNEAPOLIS MN 55426
SHIP TO:
ANDOVER CITY HALL
REPIPE EXISTING GAS SUPPLY
LINES
--------------------------------------------------------------------------------
ICUST #IJOB/EQ #1 P 0 NUMBER 1 TERMS
1 SALES PERSON
------------------------------------------------------.--------------------------
71431714334341
INet 30
ITIM FELLAND
--------------------------------------------------------------------------------
QTY
UOM
DESCRIPTION
UNIT PRICE
AMOUNT
--------------------------------------------------------------------------------
REPIPE EXISTING GAS SUPPLY LIN
777,65
. J
/
ANDOVER CITY HALL - REPIPE EXISTING
GAS SUPPLY LINES FROM EXISTING METER TO
ACCOMMODATE NEW BRICK WALL. REMOVE
OUTSIDE SILLCOCK.
TOTAL AMOUNT DUE: $777.65
TOTAL THIS INVOICE
777.65
"
320 N~ 3434 '
~R~~ SAME NUMBER - TIME AND MATERIAL REPORT
-(]fEN NEW AREA CODE!!
MECHANICAL Project: Date: 4 /~ ~rfsheet No. / of L.
". - Mora,MNSS051 . ~/
(612) 679-1612 ~ocatlon:
Description of wor1<: . r\E- '/. ~
~ Kt:JQ7 S:X/~ /
Bill to/Purchaser:
Amount Labor - NAMElTRADE
375 ~~~
\ <6= /- ~e-'J
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Quantity Material - DESC. Unit Price
..;3 /4 )( 2./ qA~ r-'~J' \ ~
I -d7,X 2rLL /?~.w,p \ 'i"'6
c::::::Yl / .t 'j( 9" ~.,-~~ r7~, U, '"1 (
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Consumables 'v
Freight
Tax
TOTAL MATERIAL
S.T. Pr.T.
Hr.. Hr8.
>f
Z
Rata Amount
51 L{1 '1/1 ~
4'::: 7~ 1<. ~.._
----
'S' tj ~ .....
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Supervision
Subsistence
TOTAL LABOR '
Equipmont Rental - DESC
::;~- .:}.....
.......=:. /.-..
'Time
Rata Amount
Consumables
Truck/Mileage
Tax
J;<. / 73 TOTAL RENTAL
,,'
l:. _' .b Complated
o Daily Raport
o Contract Extra
o Invoices coming from:
Work must be authorized by signatures below.
Completa a saparata raport for aach job, or aach day,
Do not combine,
Whita copy - Office Yellow copy. Jobsite Pink copy - Purchaser
PURCHASER'S REPRESENTATIVE:
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: luly 7. t 998
ITEM NO.
ASUP 98-06
Bulk Storage of Liquid Fuels
3 t t 8 t 62nd Lane NW
m. Ace Solid Waste
ORIGINATING DEPARTMENT
Planning
John Hinzman, 1 tl
City Planner
AGENDA SECTION
Non-Discussion Item
Reauest
The City Council is requested to approve the Amended Special Use Permit request of Ace
Solid Waste to replace a 3,000 gallon underground storage tank with a 10,000 gallon
underground storage tank on property located at 3118 162nd Lane NW (PIN 16-32-24-23-
0023), legally described on the attached resolution.
The property is zoned I, Industrial.
Plannin!! and Zonin!! Commission Action
The Planning and Zoning Commission voted 4-0 (2 absent) to approve the request at the June
23, 1998 meeting with limited discussion. No one spoke to the issue at the public hearing.
Attachments
. Resolution for Approval
. Planning and Zoning Commission Minutes - June 23, 1998
. Staff Report
/
, /
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO, R -98
A RESOLUTION APPROVING AN AMENDED SPECIAL USE PERMIT FOR THE
BULK STORAGE OF LIQUID FUELS AT ACE SOLID WASTE PURSUANT TO
ORDINANCE NO.8, SECTION 4.26 ON PROPERTY LOCATED AT 3118 162ND LANE
NW (PIN 16-32-24-23-0023).
WHEREAS, Ace Solid Waste has requested an Amended Special Use Permit to allow
for the replacement of a 3,000 gallon underground storage tank with a 10,000 gallon
underground storage tank pursuant to Ordinance No.8, Section 4.26 on property
located at 3118 162nd Lane NW, legally described as follows:
\
The east 250 feet of the west 650 feet of the south 433 feet of the north
2184.99 feet of the West Half of the Northwest Quarter of Section 16,
Township 32, Range 24, Anoka County, Minnesota; except road, subject to
easements of record.
, /
WHEREAS, the Planning and Zoning Commission has reviewed the request and has
determined that said request meets the criteria of Ordinance No.8, Section 4.26; and
WHEREAS, the Planning and Zoning Commission finds the request would not have a
detrimental effect upon the health, safety, morals, and general welfare of the City of
Andover; and
WHEREAS, a public hearing was held and there was no opposition to the request; and
WHEREAS, the Planning and Zoning Commission recommends to the City Council
approval of the Amended Special Use Permit as requested,
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission and
approves the Amended Special Use Permit on said property with the following conditions:
1) That the applicant shall provide to the City, in writing, proof that the tanks meet all
State and Federal requirements and installation regulations.
, )
2)
That the Andover Fire Marshall inspect tank removal and installation.
\
, )
Page Two
Amended SUP - Storage of Bulk Liquid Fuels
Ace Solid Waste
July 7, 1998
3) That the Amended Special Use Permit be subject to a sunset clause as stipulated in
Ordinance No.8, Section 5.03 (d).
4) That the Amended Special Use Permit shall be subject to annual review.
Adopted by the City Council of the City of Andover on this 7th day of July, 1998.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey, Mayor
/
Victoria V olk, City Clerk
/
\
'- )
::llanning and Zoning Commission Meeting
June 23, 1998 - Minutes
::lage 4
3he also felt that with the' sue between Chesterton Commons and Hamilton Square not being
esolved, it would not be a od idea to approve this request.
':ommissioner Apel suggested at this come in as a total replat. He did, however, feel it is a
:load spot for commercial.
':ommissioner Gamache stated he ould be against approval.
,10TION by Peek, seconded by Gamac e to forward to the City Council a resolution denying an
jmendment to the Comprehensive Land se Plan to change the land use district designation
,'om Residential Urban Single Family to Co mercial for Gerald and Carol Windschitl on property
Jwned by Ashford Development as prepare y City Staff noting that it was the opinion of the
Jlanning and Zoning Commission that this pro osal was not consistent with the current
:omprehensive Plan and that the Commission nds it will have a detrimental affect on the
lealth, safety and general welfare of the city.
,
, J
,10tion carried ~:ln a 4-yes (Wells, Apel, Gamache, P ek), 2-absent (Squires, Luedtke) vote. This
lill go before the City Council on July 7, 1998,
ding Chairman Peek opened the public hearing.
~ublic Hearing/Rezone from R-4 to C, Section 23/Geral
1r. Hinzman explained that because this item is contingent up n the previous item being
pproved, it would not be appropriate to fully discuss it; howeve since a public hearing was
dvertised it should be acted upon.
lOTION by Gamache, seconded by Wells to close the public hearing.
lOTION by Wells, seconded by Gamache to forward to the City Council denl I of the rezoning
3quest of Gerald Windschitl. Motion carried on a 4-yes (Apel, Gamache, Peek, Wells), 2-absent
3quires, Luedtke) vote. This will go to the City Council on July 7, 1998.
mended Special Use Permit/Bulk Storage of Liquid Fuels/3118-162nd Lane/Ace Solid
la '-
. .J
!r. Hinzman reviewed the request of Ace Solid Waste to replace a 3000 gallon underground
:orage tank with a 10,000 gallon underground storage tank on their property at 3118 - 162nd
3ne NW. The property is zoned Industrial and the surrounding land uses are also Industrial.
:1e original tank was installed in the 1970's and federal regulations now require that all tanks
!::anninn ~nrl 7nninn rrHTH,.,i~~i"n ~Aoof>in,.,
"
3r.. ..ng and Zoning Commission Meeting
ne 23, 1998 - Minutes
:ge 5
SUP/Ace Solid Waste, Cont.)
nstructed before 1980 have additional protection to prevent rusting. The new tank would be
~ated in a fenced storage area near the main building. He also noted that the nearest
,idential dwelling is over 700 feet from the site, Staff recommends approval with the conditions
It the applicant provide to the city proof that the tanks meet all State and Federal requirements
d installation regulations, that the Andover Fire Marshal inspect the tank, that the Amended
ecial Use Permit be subject to a sunset clause and that it be subject to annual review.
ting Chairman Peek asked if the state regulates any soil contamination from spillage. Mr.
lzman noted that it does.
nny Fredrickson, Ace Solid Waste - explained that Federal regulations require that they pull
) old tanks out. They have been cleaning up their area for the last five years and that they
uld be required to clean up any contaminated soil.
)T''''N by Gamache, seconded by Wells to close the public hearing. Motion carried.
\.. ,/
)TION by G~mache, seconded by Wells to forward to the City Council a resolution prepared
staff recommending approval of an amended special use permit requested by Ace Solid
3ste for the installation of bulk storage liquid fuels at 3118 - 162nd Lane NW. , Motion carried
a 4-yes (Wells, Apel, Gamache, Peek), 2-absent (Luedtke, Squires) vote. This will go to the
y Council on July 7, 1998,
1ended Special Use Permit/Bulk Storage of Liquid Fuels/15421 Roun
.ulevard/Ed Fields and Sons
Hinzman reviewed the request of Ed Fields and Sons to r. lace four 10,000 gallon
jerground storage tanks with three 12,000 gallon unde round storage tanks at 15421 Round
-<e Boulevard, The property is zoned R-1 and all a . cent properties are R-1. The tanks
uld be located near a machine shop and parkin ot. The nearest residential dwelling is
ned by the Fields family. Staff recommends proval with the conditions that the applicant
'vide to the city proof that the tanks meet State and Federal requirement s and installation
'ulations, that it be inspected by the A over Fire Marshal, that it be subject to a sunset clause
i the amended special use permit subject to annual review.
'in~ ~hairman Peek opened
3presentative of the tank manufacturer explained that everything they are doing is state and
eral approved.
,
./
CITY OF ANDOVER
REQUEST FOR PLANNING AND ZONING COMMISSION ACTION
DATE: lune 23. 1998
ITEM NO. 6
ORIGINATING DEPARTMENT
ASUP 98-06, Bulk Storage of Liquid Fuels
31 t 8 162nd Lane NW
Ace Solid Waste
Planning
John Hinzman
City Planner
Request
The Planning and Zoning Commission is asked to review the Amended Special Use Permit
request of Ace Solid Waste to replace a 3,000 gallon underground storage tank with a 10,000
gallon underground storage tank on property located at 3118 162nd Lane NW (PIN 16-32-24-
23-0023), legally described on the attached resolution.
/
The property is zoned I, Industrial.
Applicable Ordinances
Ordinance No.8, Section 4.26, establishes the criteria for a Special Use Permit for all uses
associated with the bulk storage of oil, gasoline, liquid fertilizer, chemicals and similar
liquids.
Ordinance No.8, Section 5.03, regulates the Special Use Permit process as well as the
Amended Special Use Permit process and outlines the following criteria for review:
1) The effect of the proposed use upon the health, safety, morals and general
welfare of the occupants of the surrounding land.
2) The existing and anticipated traffic conditions including parking facilities on
adjacent streets and land.
3) The effect on the values of property and scenic views in the surrounding area.
,
. /
4)
Page Two
The effect of the proposed use on the Comprehensive Plan.
"
/
Page Two
ASUP 98-06, Ace Solid Waste
3118 162nd Lane NW
June 23, 1998
Adiacent Zonin!! and Land Use
North -
East
South -
West -
I, Emmerich Wood Products, Custom Finishes** etc.
I, Gilbertson Block Co.
I, Andover Liquor
I, varius industrial businesses
General Review
The original tank was installed during the 1970's. Federal regulations stipulate that all tanks
constructed before 1980 must have additional protection to prevent rusting. The tank would be
located in a fenced storage area near the main building. The nearest residence is over 700 feet
from the site.
Commission Options
. '\
./
1. The Planning and Zoning Commission may recommend to the City Council approval of
the Amended Special Use Permit request of Ace Solid Waste on property located at 3118
162rid Lane NW legally described on the attached resolution. The Commission finds the
request meets the requirements of Ordinance No.8
2. The Planning and Zoning Commission may recommend to the City Council denial of the
Amended Special Use Permit request of Ace Solid Waste on property located at 3118 162nd
Lane NW legally described on the attached resolution. The Commission finds the request
does not meet the requirements of Ordinance No.8. In recommending denial of the request,
the Commission shall state those reasons for doing so.
3, The Planning and Zoning Commission may table the item pending further information
from Staff.
Staff Recommendation
Staff recommends approval with the following conditions:
1) That the applicant shall provide to the City, in writing, proofthat the tanks meet all
State and Federal requirements and installation regulations.
/
"
Page Three
ASUP 98-06, Ace Solid Waste
3118 162nd Lane NW
June 23, 1998 .
2) That the Andover Fire Marshall inspect the tank and its installation.
3) That the Amended Special Use Permit be subject to a sunset clause as stipulated in
Ordinance No.8, Section 5.03 (d).
4) That the Amended Special Use Permit shall be subject to annual review.
Attachments
. Resolution
. Location Map
. Site Plan
. Amended Special Use Permit Application
. Notice of Public Hearing
,
/
/
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CITY of ANDOVER
1685 CROSSTOWN BOULevARD NW, . ANDOVEI'l, MINNESOTA 55304. t6;2) 755-5100
Property Address
SPBCIAL USB PBRMIT
,,:/ ,d, .
..J~/B ~'" r,J-Awp ~ /- /6? J..a rp'
Legal Oescription of Property:
(Fill in whichever is approp!iate):
Lot
BloCk
Ad'd1t1on
PIN
rG- 3~ -~LJ-~3-o0~s .
(If metes ~nd bounds, attach
~he complete legal
description. )
or Torrens '>c i (This
can be obtain~m the
Is the property: Abstract
information .ust be prov1~.d and
County, ) .
;;:~~~-~~;-;;~~;~~-;~;;;;;~~~~i-~-fO-~~~~-f;-~~-~-~~~;~
yn <:. . \C,- v\., ~ _ ~ r'1'\ <I., ~ \ V;c.t; 0" C3 b .fl/td (' / /'
7Crj d~f11rJ(T~~<.,.c. ~ '<:- D -.. '2.s.~{. ~\.,t..::- I
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Section of Ordinance ~,~~6
Current Zoning -L..
---------------------------------~--------------------~_._-------
Name of Applicant M~./G/:--;../ 4~S~rC:
Address .7://0 A/4/7"/}~~5r/~?&,~//~
Home phone __~. ~ Bu.'.... Phon. -1''''6;!.9-?C)
Signat~1r& ~ ~## Date ~?::'~/~
----------------------------------------~------~---~-------------
Property Owner (Fee Owner)
(If different from above)
Address
W /77y:~
- ,
Home E'hone
Business Phone
Signature
:late
___NN_____W~____*____________________M_______~_N_________________
, /
\
, )
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N,W, . ANDOVER, MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public hearing at
7:30 p.m., or as soon thereafter as can be heard, on Tuesday, June 23, 1998 at Andover
City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota to review the Amended
Special Use Permit request of Ace Solid Waste to replace a 3,000 gallon underground
storage tank with a 10,000 gallon underground storage tank for the bulk storage of
gasoline at 3118 I 62nd Lane NW (pIN 16-32-24-23-0023) legally described as follows:
The east 250 feet of the west 650 feet of the south 433 feet of the north
2184.99 feet of the West Half of the Northwest Quarter of Section 16,
Township 32, Range 24, Anoka County, Minnesota; except road, subject,
to easements of record.
" /
All written and verbal comments will be received at that time. A copy of the application
will. be available for review prior to the meeting at City Hall.
~itu
Victoria V olk, City Clerk
Publication dates: June 12, 1998
June 19, 1998
. /
PIN 163224230016 PIN 163224230016 PIN 163224230014
RESIDENT LARSON JAMES M RESIDENT
3055 162ND LN 3095 162ND LN NW 3095 162ND LN
A' '1VER, MN 55304 ANDOVER MN 55304 ANDOVER, MN 55304
, J
PIN 163224230013 PIN 163224230015 PIN 163224230014
RESIDENT LARSON PROPERTIES LARSON JAMES M
3105 162ND LN 3075 162ND LN NW 3095 162ND LANE NW
ANDOVER, MN 55304 ANDOVER MN 55304 ANDOVER MN 55304
PIN 163224230013 PIN 163224230009 PIN 163224230011
EMMERICH ALOIS W RESIDENT ACE SOLID WASTE INC
3115 - 162ND LN 3149162NDLN 3118 162ND LNNW
ANDOVER MN 55304 ANDOVER, MN 55304 ANDOVER MN 55304
PIN 163224230012 PIN 163224230010 PIN 163224230005
EMMERICH WOOD PRODUCTS CUSTOM FINISHES INC RESIDENT
3115-162ND LANE 3139 162ND LN NW 3160 162ND LN
ANDOVER MN 55304 ANDOVER MN 55304 ANDOVER, MN 55304
PIN 163224230018 PIN 163224230002 PIN 163224230009
RESIDENT RESIDENT LARSON JAMES M
16191 ROUND LAKE BLVD 3017161ST AVE 3095162ND LN NW
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER MN 55304
'. .I
PIN 163224230019' PIN 163224230020 PIN 163224230022
RESIDENT RESIDENT GILBERTSON BLOCK COMPANY
16191 ROUND LAKE BLVD 16125 ROUND LAKE BLVD 3098 162ND LANE NW
ANDOVER, MN 55304 ANDOVER, MN 55304 ANDOVER MN 55304
PIN 163224230023 PIN 163224230024 PIN 163224230005
ACE SOLID WASTE INC D & E CABINETS F & M MRKTING & LEASING INC
3118-162ND LANE NW 3138-162ND LANE NW 11759 UNDERCLIFF ST NW
ANDOVER MN 55304 ANDOVER MN 55304 COON RAPIDS MN 55433
PIN 163224230002 PIN 163224230001 PIN 163224230020
JOHNSON W ALTER A KOWAL JOSEPH V & RITA C A VR INC
17450 TULIP ST NW 3121 161ST AVE NW 6801 W 150TH ST
ANOKA MN 55303 ANDOVER MN 55304 APPLE VALLEY MN 55124
, /
"
, )
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: luly 7. 1998
AGENDA SECTION
Non-Discussion Item
ITEM NO,
ASUP 98-07
Bulk Storage of Liquid Fuels
15421 Round Lake Blvd NW
Ed Field's and Sons
QU,
ORIGINATING DEPARTMENT
Planning
John Hinzman,:5""
City Planner
Request
" J
The Planning and Zoning Commission is asked to review the Amended Special Use Permit
request of Ed Field's and Sons to replace four (4) 10,000 gallon underground storage tanks
with three (3) 12,000 gallon underground storage tanks on property located at 15421 Round
Lake Blvd, NW (PIN 21-32-24-23-0001), legally described on the attached resolution.
The property is zoned R-l, Single Family Rural.
Plannin!! and Zonin!! Commission Action
The Planning and Zoning Commission voted 4-0 (2 absent) to approve the request at the June
23, 1998 meeting with limited discussion. No one spoke to the issue at the public hearing.
Attachments
. Resolution for Approval
. Planning and Zoning Commission Minutes - June 23,1998
. Staff Report
j
"-
, )
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -98
A RESOLUTION APPROVING AN AMENDED SPECIAL USE PERMIT FOR THE
BULK STORAGE OF LIQUID FUELS PURSUANT TO ORDINANCE NO.8, 15421
ROUND LAKE BOULEVARD NW (PIN 21-32-24-23-0001).
WHEREAS, Ace Solid Waste has requested an Amended Special Use Permit to allow
for the replacement of four (4) 10,000 gallon underground storage tanks with three (3)
12,000 gallon underground storage tanks pursuant to Ordinance No.8, Section 4.26 on
property located at 15421 Round Lake Blvd. NW, legally described as follows:
,
/
The Southwest Quarter of the Northwest Quarter of Section 21, Township 32,
Range 24, Anoka County, Minnesota; except west 209 feet of the north 418
feet of the south 965 feet thereof; also except that part described as follows:
Beginning at the Southwest comer of said quarter quarter; thence north along
west line thereof 100 feet; thence east, parallel with the south line of said
quarter quarter 238 feet; thence south, parallel with said west line to said south
line; thence West along said south line to point of beginning; also except that
part described as follows: Commencing at the Southwest comer thereof;
thence north along west line of said quarter quarter 200 feet to point of
beginning; thence continuing north along said west line 100 feet; thence east,
parallel with south line of said quarter quarter 188 feet; thence south, parallel
with said west line 100 feet; thence west, parallel with said south line 188 feet
more or less to point of beginning; except road; subject to easements of
record.
WHEREAS, the Planning and Zoning Commission has reviewed the request and has
determined that said request meets the criteria of Ordinance No.8, Section 4.26; and
WHEREAS, the Planning and Zoning Commission finds the request would not have a
detrimental effect upon the health, safety, morals, and general welfare of the City of
Andover; and
WHEREAS, a public hearing was held and there was no opposition to the request; and
...
WHEREAS, the Planning and Zoning Commission recommends to the City Council
approval of the Amended Special Use Permit as requested.
/
, Page Two
'J Amended SUP - Storage of Bulk Liquid Fuels
Ed Field's and Sons
July 7,1998
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission and
approves the Amended Special Use Permit on said property with the following conditions:
1) That the applicant shall provide to the City, in writing, proof that the tanks meet all
State and Federal requirements and installation regulations.
2) That the Andover Fire Marshall inspect tank removal and installation,
3) That the Amended Special Use Permit be subject to a sunset clause as stipulated in
Ordinance No.8, Section 5.03 (d).
4) That the Amended Special Use Permit shall be subject to annual review.
Adopted by the City Council of the City of Andover on this 7th day of Julv, 1998.
/
CITY OF ANDOVER
ATTEST:
I.E. McKelvey, Mayor
Victoria V olk, City Clerk
, /
\
3rilll~g and Zoning Commission Meeting
1e 23, 1998 - Minutes
ge 5
SUP/Ace
1structed befor 1980 have additional protection to prevent rusting. The new tank would be
ated in a fenced s age area near the main building. He also noted that the nearest
;idential dwelling is ov 700 feet from the site. Staff recommends approval with the conditions
it the applicant provide to e city proof that the tanks meet all State and Federal requirements
j installation regulations, tha e Andover Fire Marshal inspect the tank, that the Amended
ecial Use Permit be subject to a nset clause and that it be subject to annual review.
ting Chairman Peek asked if the state r ulates any soil contamination from spillage. Mr.
1zman noted that it does.
nny Fredrickson, Ace Solid Waste - explained tha ederal regulations require that they pull
, old tanks out. They have been cleaning up their are for the last five years and that they
uld be required to clean up any contaminated soil.
)T''"''N by Gamache, seconded by Wells to close the public hea' g. Motion carried.
"- _/
)TION by G~mache, seconded by Wells to forward to the City Counci resolution prepared
staff recommending approval of an amended special use permit requeste by Ace Solid
3ste for the installation of bulk storage liquid fuels at 3118 - 162nd Lane N . Motion carried
a 4-yes (Wells, Apel, Gamache, Peek), 2-absent (Luedtke, Squires) vote. This'll go to the
y Council on July 7, 1998.
1ended Special Use Permit/Bulk Storage of Liquid Fuels/15421 Round Lake
,ulevard/Ed Fields and Sons
Hinzman reviewed the request of Ed Fields and Sons to replace four 10,000 gallon
jerground storage tanks with three 12,000 gallon underground storage tanks at 15421 Round
-<e Boulevard. The property is zoned R-1 and all adjacent properties are R-1. The tanks
uld be located near a machine shop and parking lot. The nearest residential dwelling is
ned by the Fields family. Staff recommends approval with the conditions that the applicant
'vide to the city proof that the tanks meet all State and Federal requirement s and installation
'ulations, that it be inspected by the Andover Fire Marshal, that it be subject to a sunset clause
j the amended special use permit be subject to annual review.
"
,
'in~ Chairman Peek opened the public hearing.
"presentative of the tank manufacturer explained that everything they are doing is state and
eral approved,
\
'Ia,.. ,ing and Zoning Commission Meeting
une 23, 1998 - Minutes
'age 6
lOTION by Gamache, seconded by Apel to close the public hearing. Motion carried.
lOTION by Gamache, seconded by Apel to forward to the City Council a resolution approving
1e amended special use permit requested by Ed Fields and Sons for the bulk storage of liquid
leis on property located at 15421 Round Lake Boulevard NW. Motion carried on a 4-yes (Wells,
pel, Gamache, Peek), 2-absent (Luedtke, Squires) vote. This will go to the City Council on July
,1998.
'ublic Hearing/Special Use Permit/Andover Family Fun Fest/1685 Crosstown
'r. Carlberg reviewed the request of the city to conduct its annual Family Fun Fest, July -19
1 the property at 1685 Crosstown Boulevard. The reason for this application is that rdinance
Section 5.03, Special Uses, states that certain uses, while generally not suitabl n a particular
Jning district, may, under some circumstances be suitable. When such circu tances exist, a
;Jecial Use Permit may be granted.
OTION by Wells, seconded by Gamache to close the public he mg. Motion carried.
ct. jChairman Peek opened the public hearing.
cting Chairman Peek asked that the hours of operation be
OTION by Wells, seconded by Gamache to forward to e City Council a resolution approving a
;Jecial Use Permit for the Andover Family Fun Fest, Iy 17-19, 1998 with the addition of the
Jurs being 8:00 am to 10:30 pm. Motion carried 0 a 4-yes (Gamache, Wells, Apel, Peek), 2-
Jsent (Squires, Luedtke) vote. This will go to th ity Council on July 7, 1998.
ublic Hearing/Special use PermiWarian e/Relocation of Principal Structure & Allowing
emporarily Two Principal Structures a 1928 - 167th Avenue
r. Carlberg reviewed the request of obert and Yvonne Hillman to move a single family home
lto the property at 1928 - 167th enue, which is 10 acres in size. The home is a 1400 square
ot rambler which is now in Gold n Valley. Dave Almgren, the City Building Official, has
mducted an inspection of the ome and he noted that the home is structurally sound. There
'e, h')wever, a few minor co e issues that will be resolved once the structure is moved into
lG jr. The relocated dw lIing will be placed to the west of the existing home. A variance is
so being requested that will allow the owners to remain in the existing house while they
model the relocated structure, The existing home will then be razed or removed from the
'operty no later than 60 days after the Certificate of Occupancy is issued. He noted that one
'11 was received from a neighbor who is concerned that trees may be damaged when the house
)
,
CITY OF ANDOVER
REQUEST FOR PLANNING AND ZONING COMMISSION ACTION
DATE: lune 23. 1998
ITEM NO. 7
ORIGINATING DEPARTMENT
ASUP 98-07, Bulk Storage of Liquid Fuels
15421 Round Lake Blvd NW
Ed Field's & Sons
Planning
John Hinzman
City Planner
Request
The Planning and Zoning Commission is asked to review the Amended Special Use Permit
request of Ed Field's and Sons to replace four (4) 10,000 gallon underground storage tanks
with three (3) 12,000 gallon underground storage tanks on property located at 15421 Round
Lake Blvd. NW (PIN 21-32-24-23-0001), legally described on the attached resolution.
..
'. /
The property is zoned R-1, Single Family Rural.
Applicable Ordinances
Ordinance No.8, Section 4.26, establishes the criteria for a Special Use Permit for all uses
associated with the bulk storage of oil, gasoline, liquid fertilizer, chemicals and similar
liquids,
Ordinance No, 8, Section 5.03, regulates the Special Use Permit process as well as the
Amended Special Use Permit process and outlines the following criteria for review:
1) The effect of the proposed use upon the health, safety, morals and general
welfare of the occupants of the surrounding land.
2) The existing and anticipated traffic conditions including parking facilities on
adjacent streets and land.
3) The effect on the values of property and scenic views in the surrounding area.
.'
4) The effect of the proposed use on the Comprehensive Plan.
Page Two
Page Two
, ASUP 98-07, Ed Field's & Sons
15421 Round Lake Blvd. NW
June 23, 1998
Adiacent Zoning: and Land Use
Adjacent zoning and land use within 350' of the site include the following:
North -
East
South -
West -
R-l, ag land
R-l, ag land
R-l, unplatted residence - 250'
R-l, Lakeridge Addition
General Review
Federal regulations stipulate that all tanks constructed before 1980 must have additional
protection to prevent rusting. The applicant proposes to reduce the amount of tanks from
40,000 gallons to 36,000 gallons. The tanks would be located near a machine shop and
parking lot. The nearest residence is owned by the Field's Family.
Commission Options
" J
1. The Planning and Zoning Commission may recommend to the City Council approval of
the Amended Special Use Permit request of Ed Field's and Sons on property located at 15421
Round Lake Blvd. NW legally described on the attached resolution. The Commission finds
the request meets the requirements of Ordinance No.8
2. The Planning and Zoning Commission may recommend to the City Council denial of the
Amended Special Use Permit request of Ed Field's and Sons on property located at 15421
Round Lake Blvd. NW legally described on the attached resolution. The Commission fmds
the request does not meet the requirements of Ordinance No.8. In recommending denial of
the request, the Commission shall state those reasons for doing so,
3. The Planning and Zoning Commission may table the item pending further information
from Staff.
Staff Recommendation
Staff recommends approval with the following conditions:
1) That the applicant shall provide to the City, in \"riting, proof that the tanks meet all
State and Federal requirements and installation regulations.
\
/
_/
Page Three
ASUP 98-07, Ed Field's and Sons
15421 Round Lake Blvd. NW
June 23, 1998
2) That the Andover Fire Marshall inspect the tank and its installation.
3) That the Amended Special Use Permit be subject to a sunset clause as stipulated ill
Ordinance No.8, Section 5.03 (d).
4) That the Amended Special Use Permit shall be subject to annual review.
Attachments
. Resolution
. Location Map
. Site Plan
. Amended Special Use Permit Application
. Notice of Public Hearing
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
Property Address
SPECI~ USE PEjIT
/.{ '-I.~ /. 'tJWr'~' ~ 8~d
Legal Description of Property:
(Fill in whichever is appropriate):
Lot
Block
Addi tion
PIN 1f2./-.3). .~f-;)3.' (JODI
(If metes and bounds, attach
the complete legal
description. )
Is the property:
information must
County. )
-----------------------------------------------------------------
Abstract V or Torrens ? (This
be provided and can be obtained from the
"
/
Section of Ordinance L/, d (::;
Current zoning 2-1
::::e:: A7~;;/ ~Z1f;Z$it:f)
H~me Phone aa Busi~ess Phone ~.?~
Slgnature __0J2~ e d:J~ Date }__ _%
-----------~--------------------------------------------------
property Owner (Fee Owner)
(If different from above)
Address
Home Phone
Business Phone
, ,/
Signature
Date
-----------------------------------------------------------------
"
)
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW, . ANDOVER, MINNESOTA 55304. (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public hearing at
7:30 p.m., or as soon thereafter as can be heard, on Tuesday, June 23, 1998 at Andover
City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota to review the Amended
Special Use Permit request of Ed Fields and Sons to replace four (4) 10,000 gallon ,
underground storage tanks with three (3) 12,000 gallon underground storage tanks for the
bulk storage of liquid fuel at 15421 Round Lake Boulevard NW (pIN 21-32-24-23-0001)
legally described as follows:
/
The Southwest Quarter of the Northwest Quarter of Section 21, Township
32, Range 24, Anoka County, Minnesota; except west 209 feet of the
north 418 feet of the south 965 feet thereof; also except that part
described as follows: Beginning at the Southwest corner of said quarter
quarter; thence north along west line thereof 100 feet; thence east, parallel
with the south line of said quarter quarter 238 feet; thence south., parallel
with said west line to said south line; thence West along said south line to
point of beginning; also except that part described as follows:
Commencing at the Southwest corner thereof; thence north along west
line of said quarter quarter 200 feet to point of beginning; thence
continuing north along said west line 100 feet; thence east, parallel with
south line of said quarter quarter 188 feet; thence south, parallel with said
west line 100 feet; thence west, parallel with said south line 188 feet more
or less to point of beginning; except road; subject to easements of record.
All written and verbal comments will be received at that time. A copy of the application
will be available for review prior to the meeting at City Hall.
Lt~ tiLL
Victoria V olk, City Clerk
Publication dates: June 12, 1998
June 19, 1998
/
PIN 213224210002
ED FIELDS & SONS INC
15421 ROUND LAKE BLVD NW
A' "'OVER MN 55304
)
PIN 203224140006
RESIDENT
3201 154TH LN
ANDOVER, MN 55304
PIN 203224140005
RESIDENT
3301 154TH LN
ANDOVER, MN 55304
PIN 203224110001
FIELDS JAMES E
2923 S COON CREEK DR
ANDOVER MN 55304
PIN 203224140009
RESIDENT
3200 154TH LN
ANDOVER, MN 55304
PIN 203224140011
RESIDENT
3251153RDAVE
ANDOVER, MN 55304
PIN 203224140010
RESIDENT
3201153RDAVE
ANDOVER, MN 55304
, PIN 213224230004
RESIDENT
15325 ROUND LAKE BLVD
ANDOVER, MN 55304
PIN 213224230005
LlVGARD COLLEEN E
15305 ROUND LAKE BLVD NW
ANDOVER MN 55304
PIN 213224230003
RESIDENT
15305 ROUND LAKE BLVD
ANDOVER, MN 55304
PIN 213224310005
RESIDENT
2972 153RDAVE
ANDOVER, MN 55304
PIN 213224310004
RESIDENT
2987153RDAVE
ANDOVER, MN 55304
PIN 213224320028
RESIDENT
3045 153RD AVE
ANDOVER, MN 55304
PIN 213224320027
RESIDENT
3119153RDAVE
ANDOVER, MN 55304
PIN 213224320003
RESIDENT
15255 ROUND LAKE BLVD
ANDOVER, MN 55304
"
.'
PIN 213224320022-
RESIDENT
15167 ROUND LAKE BLVD
ANDOVER, MN 55304
PIN 213224320023
RESIDENT
3122 153RD AVE
ANDOVER, MN 55304
PIN 213224320024
RESIDENT
3052 153RD AVE
ANDOVER, MN 55304
PIN 213224310006
RESIDENT
2990153RDAVE
ANDOVER, MN 55304
,
/
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: Julv7.l998
AGENDA SECTION
ORIGINATING DEPARTMENT
Non-Discussion
Planning
Jeff Johnson
ITEM NO.
Special Use Permit
Andover Family Fun Festival
1685 Crosstown Boulevard NW
Ci!}' of Andover
$.
Request
The City Council is asked to review and approve the Special Use Permit request of the City of Andover
to conduct its annual City Family Fun Festival on the property located at 1685 Crosstown Boulevard
NW.
"
/
The Planning and Zoning Commission met on June 23, 1998 and recommends approval (unanimously)
of said request. A copy of the staff report and resolution is attached for your review.
\.
/
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
AGENDA ITEM
8. Public Herine:: S.U.P.
Andover Family Fun Festival
1685 Crosstown Blvd. NW
DA TEJlInp.)1 199R
ORIGINATING DEPARTMENT
APPROVED FOR
AGENDA
BY:
Planning
Jeff Johnson
BY:
Request
The Planning and Zoning Commission is asked to review the Special Use Permit request
of the City to conduct its annual City Family Fun Festival, July 17-19, 1998 on the
property located at 1685 Crosstown Boulevard NW legally described as follows:
Unplatted City of Andover, NE '14 of SE '14 Section 22-32-24 (Subject to Easement RCP A
12/1/67) (Excluding West 330 feet) (Subject to Easement to NSP, 11-12-68) RCP A
Easement and;
Unplatted City of Andover West 330 feet ofNE '14 ofSE y. Section 22-32-24 - 12/12/68
RCP A Easement partially released, 5/22/72.
The property is zoned R-l, Single-Family Rural.
Avvlicable Ordinances
Ordinance No.8. Section 5.03 - Soecial Uses
Ordinance No.8, Section 5.03 regulates the Special Use Permit process and outlines the
following criteria for review:
1) The effect of the proposed use upon the health, safety, morals and general
welfare of the occupants of the surrounding land;
2) The existing and anticipated traffic conditions including parking
facilities on adjacent streets and land;
3) The effect on values of property and scenic views in the surrounding
area; and
4) The effect on the proposed use of the Comprehensive Plan.
\
)
Page Two
Special Use Permit 98-08
Andover Family Fun Festival - City of Andover
A Special Use Permit is required under this Section of the Ordinance due to the fact this
use is not generally suitable for the zoning district in which it is located.
Adiacent Zoning and Land Use
Adjacent zoning and land uses include the following:
North
East
South
Southwest
West
R-l, Single-Family; Vacant
SC, Shopping Center
R-l, Single Family Rural; Andover Elementary School
GR, General Recreation; Field of Dreams
R-l, Single-Family Rural; Public Works Building
General Review
,
The Andover Family Fun Festival will take place July 17, 18 and 19, 1998 on the
property located at 1685 Crosstown Boulevard NW, The activities include a carnival,
street dance, fireworks, food booths and other related activities on-site.
Commission Ootions
Approval.
The Commission may recommend to the City Council approval of
said request. The Commission finds the request meets the
requirements of Ordinance No,8, the Zoning Ordinance.
Denial.
The Commission may recommend to the City Council denial of said
request. The Commission finds the request does not meet the
requirements of Ordinance No, 8, the Zoning Ordinance. The
Commission shall state those reasons for denial.
Table.
The Commission may table the item pending further information
from staff.
/
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RESOLUTION NO.
A RESOLUTION GRANTING THE SPECIAL USE PERMIT REQUEST OF THE CITY OF ANDOVER
TO CONDUCT ITS ANNUAL CITY FAMILY FUN FESTIVAL (JULY 17, 18, 19, 1998) ON THE
PROPERTY LOCA TED AT 1685 CROSSTOWN BOULEVARD NW LEGALLY DESCRIBED AS
FOLLOWS:
Unplatted City of Andover, NE Yo ofSE Yo Section 22-32-24 (Subject to Easement RCPA 12/1/67)
(Excluding West 330 feet) (Subject to Easement to NSP, 11-12-68) RCPA Easement and;
Unplatted City of Andover West 330 feet ofNE Yo ofSE Yo Section 22-32-24 - 12/12/68 RCPA Easement
partially released, 5/22/72.
WHEREAS, The City of Andover has requested a Special Use Permit to conduct its annual City Family
Fun Festival (July 17-19, 1998) on the property located at 1685 Crosstown Boulevard NW, legally
described above, Activities include a carnival, parade, street dance, food booths and other related
activities.
WHEREAS, the Planning and Zoning Commission [mds the request would not have a detrimental effect
upon the health, safety, morals, and general welfare of the City; and
WHEREAS, a public hearing was held and there was no opposition to the request; and
J
WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of the
Special Use Permit as requested,
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with
the recommendation of the Planning and Zoning Commission and approves the Special Use Permit on said
property with the following conditions:
I) That the Special Use Permit be valid for no more than three (3) consecutive days,
2) Hours of operation shall be 8:00 a,m, - 10:30 p.m.
Adopted by the City Council of the City of Andover on this _ day of
,1998.
CITY OF ANDOVER
J. E. McKelvey, Mayor
A TrEST:
/
Victoria Volk, City Clerk
\
, )
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
SPECIAL USE PERMIT
property Address /?f'S t!ros!"-fo..v.J ~ Lu 'D. N u.J
Legal Description of Property:
(Fill in whichever is appropriate):
Lot
Block
Addition
(If metes and bounds, attach
the complete legal
description. )
Is the property: Abstract or Torrens ? (This
information must be provided and can be obtained from the
County. )
;:::::-;::-;:~:::~-~~-~-~~-~~-~-------
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Section of Ordinance 5.03
Current Zoning If!'. /
Name of Applicant AA.JrJv....r FI+M.;L.'! j::", N Fes-l-
Address It fs- C,.""s-<;"/-"..v:J -:B Lu~
Home Phone
Business Phone 1ss-..r/oo
~/4/
Signature
Date b -)- 9i'
property Owner (Fee Owner)
(If different from above)
Address
Home Phone
Business Phone
,
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Signature
Date
-----------------------------------------------------------------
\
)
SPECIAL USE PERMIT
PAGE 2
The following information shall be submitted prior to review by the City of Andover:
1. A scaled drawing of the property and structures affected showing: scale and
North arrow; dimension of the property and structures; front, side and rear yard
building setbacks; adjacent streets; and location and use of existing structures
within 100 feet.
2. The names and addresses of all property owners within 350 feet of the subject
property.
Application Fees:
Commercial
Residential
Amended SUP
Recording Fee
Abstract property
Torrens property
$200.00
$150,00
$100.00
Date Paid
$25.00
$40.00
'/~ceipt #
./
Rev. 5-06-93:d'A
5-04-94:bh
2-01-95:bh
3-22-95:bh
9-30-96:bh
1-07-97:bh
Res. 179-91 (11-05-91)
CRITERIA FOR GRANTING SPECIAL USE PERMITS
In granting a Special Use Permit, the City Council shall consider the advice and
recommendation of the Planning and Zoning Commission and:
1. The effect of the proposed use upon the health, safety, morals and general
welfare of occupants of surrounding lands.
2. Existing and anticipated traffic conditions including parking facilities on
adjacent streets and lands.
3. The effect on values of property and scenic views in the surrounding area.
/
4. The effect of the proposed use on the Comprehensive Plan.
,
, )
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N,W, . ANDOVER, MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public
hearing at 7:30 p.m., or as soon thereafter as can be heard, on Tuesday, June 23,
1998 at Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota
to review the Special Use Permit request of the City of Andover for the Andover
Family Fun Festival (July 17, 18, 19, 1998) (activities include a carnival, parade,
dance and other related activities) which will be operated and conducted primarily
on the property located at 1685 Crosstown Boulevard NW, (pIN #22-32-24-41-
0001 and 22-32-24-41-0002) legally described as follows:
, )
Unplatted City of Andover, NE 1/4 of SE 1/4 Section 22-32-24 (Subject to
Easement RCPA 12/1/67) (Excluding West 330 feet) (Subject to Easement to
NSP, 11-12-68) RCPA Easement and;
Unplatted City of Andover West 330 feet ofNE 1/4 of SE 1/4 Section 22-32-24 -
12/12/68 RCPA Easement partially released, 5/22/72.
All written and verbal comments will be received at that time and location.
A copy of the application will be available at City Hall for review prior to said
meeting.
Uwtttb
Victoria V olk, City Clerk
Publication Dates: June 12, 1998 and June 19, 1998
PIN 223224420003
RESIDENT
1813 CROSSTOWN BLVD
A l\JDOVER, MN 55304
PIN 223224140004
ANOKA HENN IND SCHOOL DIST II
11299 HANSON BLVD NW
COON RAPIDS MN 55433
PIN 233224320002
RESIDENT
15245 BLUEBIRD ST
ANDOVER, MN 55304
PIN 223224410001
ANDOVER CITY OF
1685 CROSSTOWN BLVD NW
ANDOVER MN 55304
PIN 233224330002
HOLASEK WINSLOW I
1159 ANDOVER BLVD NW
ANDOVER MN 55304
PIN 223224440002
LOCHER LANDOL J
15451 NOWTHEN BLVD
ANDOVER MN 55304
/
"
PIN 223224420002
SL YZUK KENNETH L & M A
15211 NIGHTINGALE ST NW
ANDOVER MN 55304
PIN 223224420003
THOMPSON LAROLD
10040-201ST AVE
ELK RIVER MN 55330
PIN 233224320002
HAMILTON LORA G
6615 HWY 10 NW
ANDOVER MN 55304
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
, /
DATE: Julv 7.1998
AGENDA SECTION
ORIGINATING DEPARTMENT
Non-Discussion
Planning
Jeff Johnson
ITEM NO.
Special Use PermitIVariance
Relocation of Principal Structure and
to Allow Two (2) Principal Structures on a Lot
1928 167th Avenue NW
Robert and Yvonne Hillman
Cl3.
Request
, /
The City Council is asked to review and approve the Special Use PermitIVariance request of Robert and
Yvonne Hillman to move a single-family home onto their property located at 1928 1 67th Avenue NW.
The existing home on the property will removed no later than sixty (60) days after the Certificate of
Occupancy is issued for the re-located structure.
The Planning and Zoning Commission met on June 23,1998 and recommends approval (unanimously)
of said request. A copy of the staff report and resolution is attached for your review.
, /
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CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE
Tllnp?1 1 QQSl
.
AGENDA HEM ORIGINATING DEPARTMENT
9. Public Hearinl!: S.U.P.Nariance
Relocation of Principal Structure an I' Planning
to Allow Two (2) Principal Structur S on Jeff Johnson
a Lot - 1928 167th Avenue NW
Robert and Yvonne Hillman BY:
APPROVED FOR
AGENDA
BY:
REOUEST
The Planning and Zoning Commission is asked to hold a public hearing to review the
Special Use Permit/Variance of Robert and Yvonne Hillman to move a single family
home onto a parcel that is approximately 10 acres in size. The property is located at 1928
1 67th Avenue NW, legally described as N 1/2 of W 1/2 of SWI /2 of SE y.. Section 10-
32-24; Excluding Road; Subject to Easement of Record.
The property is zoned R-I, Single-Family Rural.
APPLICABLE ORDINANCES
Ordinance No. 200 - Moving of Buildings Over Public Right-of-Ways and Placement
Ordinance No. 200 regulates the moving of structures and states prior to any dwelling
unit or single-family home being moved onto a lot a Special Use Permit shall be granted.
The Special Use Permit shall be reviewed by the governing bodies to determine if the
dwelling unit is compatible with other development in the area and will not depreciate
surrounding property values.
Ordinance No.8. Section 4.04 - Lot Provisions
Ordinance No.8, Section 4.04 states that there shall be no more than one (1) principal
building on a residential lot in all residential zoned districts.
Ordinance No.8. Section 5.03 - Special Uses
Ordinance No.8, Section 5.03 regulates the Special Use Permit process.
In reviewing this Special Use Permit request, the following criteria shall be considered;
\
1)
The effect of the proposed use upon the health, safety, morals and general
welfare of the occupants of the surrounding land;
. /
Page Two
S.U.P.Nariance (98-09)
Hillman - 6/23/98
2) The existing and anticipated traffic conditions including parking
facilities on adjacent streets and land;
3) The effect on values of property and scenic views in the surrounding
area; and
4) The effect on the proposed use of the Comprehensive Plan.
Ordinance No.8. Section 5.04 - Variances
Ordinance No.8, Section 5.04 establishes the variance procedure and process. Variances
may be granted where there are practical difficulties or unnecessary hardships in any way
of carrying out the strict letter of the provisions of the Zoning Ordinance. The hardships
or difficulties must relate to the characteristics of the land and not the property owner.
GENERAL REVIEW
The applicant is requesting to move a 1,400 square foot, rambler style, single-family
home from Golden Valley, MN on the property located at 1928 1 67th Avenue NW.
The Building Official has conducted an inspection of the home to be re-located.
According to the Building Official the home is structurally sound, however there are a
few minor code issues that need to be resolved with the owner once the structure is
moved onto the parcel. Photographs of the home to be re-Iocated have been provided by
the applicant (as required by Ordinance No. 200) and will be presented by staff at the
meeting.
The re-located dwelling unit will be placed directly to the west of the existing home on
the lot. The location of the dwelling unit on the lot will be reviewed by the Building
Department to assure that building setbacks are met and the lot is buildable.
The applicant is requesting a variance that will allow them to remain in the existing house
on the property while they remodel the re-Iocated structure. It is agreed that the existing
home shall be razed or removed from the property no later than sixty (60) days after the
Certificate of Occupancy is issued by the Building Department for the re-Iocated
structure.
.J
"-
I
/
,
)
Page Three
S.U.P.Nariance (98-09)
Hillman - 6/23/98
COMMISSION OPTIONS
Approval.
The Commission may recommend to the City Council approval of
said request. The Commission finds the request meets the
requirements of Ordinance No.8, the Zoning Ordinance and Ordinance No.
200 - Moving of Buildings.
Denial.
The Commission may recommend to the City Council denial of said
request. The Commission finds the request does not meet the
requirements of Ordinance No.8, the Zoning Ordinance. The
Commission shall state those reasons for denial.
Table.
The Commission may table the item pending further information
from staff or the applicant.
'\
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RESOLUTION NO.
A RESOLUTION GRANTING THE RELOCATION OF A PRINCIPAL STRUCTURE
AND TO ALLOW THE EXISTING PRINCIPAL STRUCTURE ON THE PROPERTY
TO REMAIN UP TO SIXTY (60) DAYS AFTER THE CERTIFICATE OF
OCCUPANCY IS ISSUED FOR THE RE-LOCATED PRINCIPAL STRUCTURE ON
THE PROPERTY LOCATED AT 1928 1 67TH AVENUE NW, LEGALLY
DESCRIBED AS N 1/2 OF W 1/2 OF SW 1/2 OF SE v.. SECTION 10-32-24;
EXCLUDING ROAD; SUBJECT OT EASEMENT OF RECORD.
WHEREAS, Robert and Yvonne Hillman requested a Special Use PermitNariance to
relocate a principal structure on said lot located at 1928 l67th Avenue NW, legally
described above. The existing principal structure will be allowed to remain on said
property no later than sixty (60) days after the Certificate of Occupancy is issued for the
relocated principal structure.
WHEREAS, the Planning and Zoning Commission has review the request and has
\ determined that said request meets the criteria of Ordinance No.8, Sections 4.04 and
5.03,
WHEREAS, a public hearing was held and there was no opposition regarding said
request; and
WHEREAS, the Planning and Zoning Commission recommends to the City Council
approval of the Special Use PermitNariance requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission to allow
for the relocation of a principal structure and allow the existing principal structure to
remain on said property no later than sixty (60) days after the Certificate of Occupancy is
issued on said property with the following conditions:
1, The relocated structure comply with all applicable ordinances, building codes and
fire codes.
2. That the relocated structure be placed on a permanent foundation within thirty
(30) days of the issuance of a building permit.
"
Page Two
Resolution
Special Use PermitIVariance (98-09)
3. The existing home be razed or removed from the property within sixty (60) days
after the Certificate of Occupancy is issued by the Building Department for the
, relocated principal structure.
4. The Special Use Permit shall be subject to a sunset clause as defined in Ordinance
No.8, Section 5.03(D).
Adopted by the City Council of the City of Andover on this _ day of
,1998.
CITY OF ANDOVER
J. E. McKelvey, Mayor
ATTEST:
Victoria V olk, City Clerk
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
SPECIAL USE PERMIT
^ ~I -tI-J if2/ /)1. {J
Property Address
Legal Description of Property:
(Fill in whichever is appropriate):
Lot
Block
Addition
PIN
}\ 10 32 2. 4 J-jJ <' 00 ~ . (If metes and bounds, attach
the complete legal
~ ) 0 Lf~1?J 0 description. )
Abstract >( or Torrens ? (This
be provide~ can be obtained from the
Is the property:
information must
County. )
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Section of Ordinance 200
Current ~oning 'f, -I
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Name of Applicant ~baT;) . or y 1I0ltlNG /l1. f!/llmA-,.,J
Address /qd-<{ Its:, 71:21 Clu4.. N.~ / ,If-~DD ~I >>J1V $'$'3oL./
Home Phone '753 -63 S5" Business Phone C; J'D -0 >g>g
Signature r~ ~~ i'I:1,-<' (-Ii ii/li;I. ./' Date c:,--2S -'IS)
-----------------------------------------------------------------
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Property Owner (Fee Owner)
(If different from above)
Address
Home Phone
Business Phone
;
Signature
Date
-----------------------------------------------------------------
\
,
SPECIAL USE PERMIT
PAGE 2
The following information shall be submitted prior to review by the City of Andover:
1. A scaled drawing of the property and structures affected showing: scale and
North arrow; dimension of the property and structures; front, side and rear yard
building setbacks; adjacent streets; and location and use of existing structures
within 100 feet.
2. The names and addresses of all property owners within 350 feet of the subject
property.
Application Fees:
Commercial $200.00
Residential ~
Amended SUP ~
Recording Fee :_~
Abstract property <$~
Torrens property $40.00'
"
Date Paid
./
Rev. 5-06-93:d' A
5-04-94:bh
2-0l-95:bh
3-22-95:bh
9-30-96:bh
1-07-97:bh
Res. 179-91 (11-05-91)
l~~
.') .h
u- iI"
'5. '\;0"& l"
&(~ f4i
~l
Receipt # S') I
CRITERIA FOR GRANTING SPECIAL USE PERMITS
In granting a Special Use Permit, the City Council shall consider the advice and
recommendation of the Planning and Zoning Commission and:
1. The effect of the proposed use upon the health, safety, morals and general
welfare of occupants of surrounding lands.
2. Existing and anticipated traffic conditions including parking facilities on
adjacent streets and lands.
J
3. The effect on values of property and scenic views in the surrounding area.
4. The effect of the proposed use on the Comprehensive Plan.
Ordinance No.8, Section
\
5.03 Special (Conditional) Uses General Statement
(A) Special Use Permits may be granted or denied in any
district by action of the City Council.
The Andover City Clerk shall maintain a record of all Special
Use Permits issued including information on the use, .
location, conditions imposed by the City Council, time
limits, review dates, and such other information as may be
appropriate. A copy of the Special Use Permit shall also be
filed with the Building Inspector.
Any change involving structural alteration, enlargement,
intensification of use, or similar change not specifically
permitted by the Special Use Permit shall require an amended
Special Use Permit and all procedures shall apply as if a new
permit were being issued.
All uses existing at the time of adoption of this Ordinance
and automatically granted a Special Use Permit, shall be
considered as having a Special Use Permit which contains
conditions which permits the land use and structures as they
existed on said date and any enlargements, structural
alteration, or intensification of use shall require an
amended Special Use Permit as provided for above.
Certain uses; while generally not suitable in a particular
zoning district, may, under some circumstances be suitable.
When such circumstances exist, a Special Use Permit may be
granted. Conditions may be applied to issuance of the permit
and a periodic review of the permit may be required. The
permit shall be granted for that particular use and not for a
particular person or firm. The cancellation of a Special Use
Permit shall be considered administratively equivalent to a
rezoning and the same requirements and procedures shall
apply.
\
)
/
(B) Criteria For Granting Special Use Permits:
In granting a Special Use Permit, the City Council shall
consider the advice and recommendation of the Planning
Commission and:
the effect of the proposed use upon the health, safety,
morals and general welfare of occupants of surrounding
lands,
existing and anticipated traffic conditions including
parking facilities on adjacent streets and land,
the effect on values of property and scenic views in the
surrounding area, and
the effect of the proposed use on the Comprehensive
Plan.
.J
If it shall determine by Resolution that the proposed use:
will not be detrimental to the health, safety, morals,
or general welfare of the community
Page 42
Ordinance No.8, Section
nor will cause serious traffic congestion nor hazards,
~
!
nor will seriously depreciate surrounding property
values, and
,that said use is in harmony with the general purpose and
intent of this Ordinance and the Comprehensive Plan,
the City Council may grant such permits.
(1) In-home beauty salons/barber shops shall be subject
to the following:
a. One (1) chair salon/barber orily
b. The hours o~ operation shall be approved by the
City Council.
c. Parking requirements shall be as set out in
Ordinance No.8, Section 8.08.
d. The salon/shop must comply with the State
Cosmetology Board and the State Barbers Board
requirements.
\
e. In non-sewered areas, the septic system must be
in compliance with Ordinance No. 37, the On-Site
Septic System Ordinance. A beauty shop/barber shop
shall be considered the equivalent to one (1)
bedroom in terms of usage under Ordinance No. 37.
f. The Special Use Permit shall be subject to an
annual review.
/
g. The beauty shop/barber shop shall be owner
occupied.
h. Upon sale of the premises for which the Special
Use Permit is granted, such Permit shall terminate.
i. Drawings detailing the salon/shop shall be
submitted at the time of the request for the
Special Use Permit.
j. In non-sewered areas, a minimum of 39,000
square feet of lot size shall be required.
k. In non-sewered areas, the septic system shall
be inspected annually before the Special Use Permit
is reviewed. (8Q, 5-4-82)
(2) Retail Sho~ping in Industrial Districts shall be
subject to the ollowing: '
a. The Special Use Permit shall be subject to an
annual review.
)
b. Detailed drawings of the building to be used or
converted shall be submitted.
Page 43
Ordinance No.8, Section
c. The use that the Retail Shopping is to be put
shall be stated.
\
d. Parking requirements shall be as set out in
Ordinance No.8, Section 8.08.
e. A general inventory shall be provided along
with other items determined necessary by the City
Council. (8R, 7-6-82; 8YY, 11-03-88))
(C) Procedure:
(1) The person applying for a Special Use Permit shall
fill out and submit to the Clerk a "Request for Special
Use Permit form" together with a fee as set by City
Council resolution. An additional fee as set by Council
Resolution may be required for each meeting in excess of
two (2), which is necessary because of incomplete
information or changes in the petition.
(2) The Clerk shall refer the application to the
Planning Commission. Property owners and occupants
within three hundred fifty (350') feet of the property
in question shall be notified at least ten (10) days
prior to the Planning Commission meeting, although
failure of any property owners or occupants to receive
such notification shall not invalidate the proceedings.
Notification shall be by mail. The petitioner shall be
required to submit a list of the property owners and
occupants within three hundred fifty (350') feet as part
of the petition. (8A, 2-14-75; 8FFF, 12-06-88)
(3) The Planning Commission shall consider the petition
at its next regular meeting, but not earlier than seven
(7) days from date of submission to the Planning
Commission.
(4) The petitioner or his representative shall appear
before the Planning Commission in order to answer
questions concerning the proposed Special Use Permit.
(5) The report of the Planning Commission shall be
placed on the agenda of the City Council in the
following manner:
a. Recommendations from the Planning Commission
meeting held on the second Tuesday shall be placed
on the agenda of the City Council no later than
their first Tuesday meeting of the following month.
,
)
b. Recommendations from the Planning Commission
meeting held on the fourth Tuesday shall be placed
on the agenda of the City Council n~ later than
their third Tuesday meeting of the following month,
unless there are five (5) Tuesdays in the given
month from which the recommendation of the Planning
Commission is made, in which case the
recommendation shall be placed on the agenda of the
City Council no later than their first Tuesday
meeting of the following month, (8FFF, 12-06-88)
Page 44
Ordinance No.8, Section
\
J
(6) The City Council must take action on the
application within sixty (60) days after receiving the
report of the Planning Commission. If it grants the
Special Use Permit, the City Council may impose
conditions (including time limits) it considers
necessary to protect the public health, safety and
welfare, and such conditions may include a time limit
for the use to exist or operate.
(7) An Amended Special Use Permit application shall be
administered in a manner similar to that required for a
new special use permit except that the fee shall be as
set by City Council resolution. Amended Special Use
permits shall include re-applications for permits that
have been denied, requests for changes in conditions,
and as otherwise described in this Ordinance.
(8) No application for a Special Use Permit shall be
resubmitted for a period of one (1) year from the date
of said order of denial.
(9) when a Special Use Permit may be of general
interest to the Community or more than the adjoining
owners, the Planning Commission may hold a public
hearing and the Special Use Permit shall be reviewed
with notice of said hearing published at least ten (10)
days prior to the hearing.
\
(D) Special Use Permit Sunset Clause
/
If the City Council determines that no significant progress
has been made in the first twelve (12) months after the
approval of the Special Use Permit, the permit will be null
and void. (8LLL, 4-17-90)
/
5.04 Variances and Appeals
Where there are practical difficulties or unnecessary hardships in
any way of carrying out the strict letter of the provisions of
this Ordinance, an appeal may be made and a variance granted. The
hardships or difficulties must have to do with the characteristics
of the land and not the property owner.
The procedure for granting variances is as follows:
(A) A person desiring a variance shall fill out and submit
to the City Clerk a "Request for Variance form" together with
a fee as set by City Council resolution if the variance
request involves single-family residential. All other
requests shall have a fee as set by City Council Resolution.
(800, 2-18-86)
(8) The application shall be referred to the Planning
Commission which shall submit a report to be placed on the
agenda of the City Council in the following manner:
(1) Recommendations from the Planning Commission meeting
held on the second Tuesday shall be placed on the agenda
of the City Council no later than their first Tuesday
meeting of the following month.
Page 45
CITY of ANDOVER
Property Address
VARIANCE REQUEST FORK
! 9 J-f .I b7+~ tlv,../'J,vJ
~/~
, $~~i)L/
Legal Description of Property:
(Fill in whichever is appropriate):
Lot
Block
Addition
Plat Parcel PIN. R /0 32. L LfLf3 006 ~
(If metes and bounds, attach the complete legal) OlD Lj8'930
---------------------------------------------------------------------
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Request
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Description of
'pecific Hardship
,
, O~W
):i6/-tr. Current
Section of Ordinance fJftiK
Zoning
12- /
---------------------------------------------------------------------
J?obc;Jzr D. r ~1/0N/'IE /t1. f!,'I/I1l~
Address /iJ-F /(, 7-t:D IttJ>~ N,v.J 1f1v~()ffc721InrJ S-~~C)lf
Home Phone 3-635:")" Business Phone gio,.. 0 <)f'$?
I-MU- f/{,x!@;;Date tolc; /??
,
Name of Applicant
Signature
.....
---------------------------- ----------------------------------------
Property Owner (Fee Owner)
(If different from above)
Address
Home Phone
Business Phone
" ./gna tu re
Date
---------------------------------------------------------------------
\
VARIANCE
PAGE 2
The following information shall be submitted prior to review by the City of Andover:
1. A scaled drawing of the property and structures affected ~howing: scale and
north arrow; dimensions of the property and structures; front, side and rear
yard building setbacks; adjacent streets; and location and use of existing
structures within 100 feet.
. m
. $100.00 \f\'J, V'~'
$125.00 ~ S.
Receipt # S 3 I cry
2. Application Fee: Single Family
Other Requests
Date Paid (3() ((6
Rev.1-07-92:d'A
5-23-94:bh
1-07-97:bh
Res. 179-91 (11-05-91)
\,
.J
CRITERIA FOR GRANTING A VARIANCE
In granting a variance, the City Council shall consider the advice and recommendation of
the Planning and Zoning Commission, and:
1. If the request is in keeping with the spirit and intent ofthis Ordinance.
2. If it finds that strict enforcement of this Ordinance will cause undue hardship
because of circumstances unique to the individual property under
consideration.
3. If it finds that denying the request does not deny reasonable use of the
property.
4. Economic considerations shall not constitute an undue hardship if
reasonable use of the property exists under the terms of the Ordinance.
'\
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v
~
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW, . ANDOVER. MINNESOTA 55304 . (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a public
hearing at 7:30 p.m., or soon thereafter as can be heard, on Tuesday, June 23,
1998 at Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota
to review the Special Use PermitlVariance request of Robert and Yvonne Hillman
to move a single-family home onto the property located at 1928 167th Avenue
NW. The existing single-family home will be razed within sixty (60) days after
the certificate of occupancy is issued for the re-located single-family home, The
property is legally described as follows:
N 1/2 ofW 1/2 ofSW l/4 ofSE 1/4, Section 10-32-24; Excluding Road; Subject
to Easement of Record.
All written and verbal comments will be received at that time and location.
A copy of the application will be available at City Hall for review prior to said
meeting.
i:t;~~J dfb
Victoria V olk, City Clerk
Publication Dates: June 12, 1998 and June 19, 1998
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PIN 10322431001 I
RESIDENT
202<; 167TH A VB
I \VER, MN 55304
PIN 103224420004
RESIDENT
1971167THAVE
ANDOVER, MN 55304
PIN 103224310010
RESIDENT
2025 167TH AVE
ANDOVER, MN 55304
PIN 103224420006
RESIDENT
1909 167TH AVE
ANDOVER, MN 55304
PIN 103224420005
RESIDENT
1877167THAVE
ANDOVER, MN 55304
PIN 103224340003
RESIDENT
2050 167TH AVE
ANDOVER, MN 55304
PIN 103224430003
RESIDENT
1928 I 67TH AVE
ANDOVER, MN 55304
PIN 103224430002
RESIDENT
1850167THAVE
ANDOVER, MN 55304
PIN 103224430004
HILLMAN ROBERT D & YVONNE M
1928 I 67TH AVE NW
ANDOVER MN 55304
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
./
DATE: Julv 7.1998
"
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DE~TMENT
Todd Haas, ~
Engineering
ITEM NO.
c::%l.Pdate of Septic Dump Station/98-2
This is an update item for the City Council regarding the septic dump station, Project 98-2,
which is being considered at the southeast intersection of Crosstown Boulevard NW and
Andover Boulevard NW.
Dick Fursman, Administrator, and myself met with Don Fitzsimonds, real estate agent for the
property owners, on May 19, 1998 to discuss the idea of the City purchasing the property. It
was agreed by staff and Mr. Fitzsimonds that 3 appraisers (agreed to by both parties) would
be drawn from a hat and the appraiser drawn would do an appraisal.
To date, we have not received a list of appraisers from Mr. Fitzsimonds. We have called Mr.
Fitzsimonds and left messages on a couple of occasions since May 19th but still have not
) received the list of appraisers, On one of the calls we did contact Mr. Fitzsimonds and he did
indicate that he would bring a list of appraisers the next day, which did not happen.
The City Council may want to consider condemnation proceedings to see if this will bring Mr.
Fitzsimonds and the property owners to the table with the list of appraisers.
Note: Again, this site is a good site due to the large sanitary sewer pipe and convenience for
septic haulers,
If the City Council would like to discuss this, it will be necessary to remove the item from the
Non-Discussion/Consent items. If not, staff will continue to try contacting Mr. Fitzsimonds.
We will keep the City Council informed.
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
,
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DATE:
Julv 7. 1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Todd Haas, ,-
Engineering
ITEM NO.
Adopt Specification/Require Concrete Curb &
Gutter/Rural Developments
Olo.
The City Council is requested to approve revising the Standard Specifications for Rural
Residential Street Construction for the typical street section.
The revisions that are proposed are as follows:
· All new developments will require a paving width of 28 feet wide with a surmountable
concrete and gutter (currently being used in the urban area) on both sides of the roadway.
The pavement of 2,5 inches bituminous and 4 inches of Class 5 will not be changed.
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· All existing streets with bituminous curbing will be replaced with concrete curb and gutter at
the discretion of the City Engineer if and when the streets need to be replaced due to the
poor condition of the street.
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. Rural areas that have obvious ditch sections would remain with no concrete curb and
,
gutter. Otherwise it would be at the discretion of the City Engineer. \.
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
J
DATE:
June 16. 1998
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
ITEM NO.
.3 Discuss Curbs in Rural Areas
Scott Erickson,~l
Engineering
The City Council is requested to discuss changing the street curbing standard within rural
developments. The current standard requires developers to construct asphalt curbs for the
streets within the development. It is suggested and recommend that this standard be changed
to require that concrete curb and gutter be installed within the rural developments. The
primary reasons for the change to concrete curb and gutter are as follows:
1. A longer service life will be obtained from the concrete curb and gutter. The current asphalt
curb and gutter rapidly deteriorates through snowplowing, individuals driving over the
asphalt curb, et..
2. The concrete curb and gutter will improve the drainage within the streets. The current
,
) bituminous curbing often results in "bird baths" being formed in the curb lines or at the
intersections of adjacent streets.
3. The installation of concrete curbing will result in a long term cost savings for the city and
the residents as the concrete curbing will not need to be replaced as often as the asphalt
curbing currently being installed.
4. The installation of concrete curb and gutter is a "norm" in the development community. As
a note, our neighboring city of Ham Lake requires concrete curb and gutter in their rural
developments.
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Regular Andover City Council Meeting
Minutes - June 16, 1998
Page 9
~ DISCUSS CURBS IN RURAL AREA
(Mr. Haas reviewed a proposal to change the street curbing standard in rural developments from the
current standard of asphalt curbs. to require concrete curb and gutters, the same as what is required
in urban developments. He cited four reasons for doing so: 1) There is a longer service life \\<ith
concrete curb and gutter. 2) The drainage is improved within the street, as bituminous curbing often
results in "bird baths" along the curb lines or at intersections of adjacent streets. 3) There will be
a long-term cost savings for the City because it will not have to be replaced as often as the asphalt
curbing. 4) It is the norm in other developing communities such as Ham Lake. Mr. Haas had
pictures showing some of the problems with asphalt curbing. The drainage does not necessarily have
to be more sophisticated with the concrete curb and gutter. It would add about $1,500 to the cost
of a rural lot and would apply even to roads in rural areas that are being upgraded or rebuilt.
The Council asked Staff to draw up the specifications for action at a future meeting. They also &Sked
that the Staff research what other cities are doing in the rural areas. the width of street they require
and whether or not they require the concrete curb and gutter in repaving projects.
"
DISCUSS ORDINANCE 10, SECTION 9.07.6/PARK DEDICATION
Mr. Haas reviewed the Park and Recreation Commission's recommendation to leave the Ordinance
as is relating to park dedication in commercial and industrial developments and to follow it.
The Council discussed the procedure for obtaining market value of the property. Councilmember
Orttel commented that in the dispute over market value for Hamilton Square, it was the Council that
felt there was a discrepancy in the value and asked that it be looked at again. He also did not have
a problem following the ordinance as written, but felt there needs to be some provision for mediation
if a dispute arises, He also suggested that the City have three official appraisers that are used and
the developer would be able to choose one,
Motion by Kunza, Seconded by Orttel, to list three to five appraisers and let the developers pick one
of them. DISCUSSION: There was discussion with Park and Recreation Commission Chairperson
Grabowski regarding the ordinance provision and procedure for obtaining market values. The
Council felt the confusion has been with the commercial development in the rural area, as that is
something the City has not done before. Some cities don't assess a park fee at all for commercial
property; others charge just a flat fee each year.
Ed Hamilton. 6615 Highway 10 NW. Ramsey. MN - stated they were denied the right to appeal the
park dedication fee for Hamilton Square. The land was appraised for $1 million. They paid
$100,000 for park dedication but were then denied the right to appeal. They had 24 acres, but only
16 acres could be sold and developed. They checked \',ith policies in the surrounding cities and
found that if this were in Ham Lake, they would have paid $12,600 in park dedication fees. In Coon
Rapids it would have beeh $1,152 per acre; in Elk River, $1,500 per acre; and in Ramsey, about
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
"
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DATE: Julv 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Todd Haas, ~
Engineerin~
ITEM NO.
Declare CosUOrder Assessment RolI/97 -38/
a.t~56 Raven Street NW
The City Council is requested to adopt the resolution declaring cost and ordering preparation
of assessment roll for Project 97-38 for the improvement of watermain at 14056 Raven Street
NW.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
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MOTION by Councilmember
to adopt the following:
A RESOLUTION DECLARING COST AND DIRECTING PREPARATION OF
ASSESSMENT ROLL FOR THE IMPROVEMENT OF WATERMAIN, FOR
PROJECT 97-38, 14056 RAVEN STREET NW.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES:
j
WHEREAS, the expenses incurred or to be incurred in the making of such
improvement amount to $ 7.830.90 so that the total cost of the improvement will
be $ 7.830.90.
1. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Andover, MN:The portion of the cost of such improvement to be paid by the City
is hereby declared to be $ -0- the amount to be assessed against
benefited property owners is declared to be $ 7.830.90
2. Assessments shall be payable in equal annual installments extending over a
period of 2- years. The first of the installments to be payable on or before the
1 st Monday in January 1999 ,and shall bear interest at the rate of 6
percent per annum from the date of the adoption of the assessment resolution.
3. The City Clerk, with the assistance of the City Engineer shall forthwith calculate
the proper amount to be specially assessed for such improvement against every
assessable lot, piece or parcel of land within the district affected, without regard
to cash valuation, as provided by law, and she shall file a copy of such
proposed assessment in her office for public inspection.
4. The Clerk shall, upon the completion of such proposed assessment, notify the
Council thereof.
"
MOTION seconded by Councilmember
and adopted by the
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
/ Victoria Volk - City Clerk
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
, /
DATE: Julv 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Todd Haas, ~
Engineering
ITEM NO.
Order Public Hearing/97 -38/
~,} 4056 Raven Street NW
d'1.
The City Council is requested to adopt the resolution for hearing on proposed assessment for
the improvement of Project 97-38, 14056 Raven Street NW.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
"
RES. NO.
MOTION by Council member
to adopt the following:
A RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT FOR THE IMPROVEMENT
FOR PROJECT NO. 97-38, 14056 RAVEN STREET NW.
WHEREAS, by a resolution passed by the City Council on July 7, 19~, the City
Clerk was directed to prepare a proposed assessment of the cost of improvements for Project
No. 97-38; and
WHEREAS, the Clerk has notified the Council that such proposed assessment has
been completed and filed in her office for public inspection.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover, MN:
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1. A hearing shall be held the ~day of Auqust, in the City Hall at 7:00 PM to pass upon
such proposed assessment and at such time and place all persons owning property
affected by such improvements will be given an opportunity to be heard with reference to
such assessment.
2. The City Clerk is hereby directed to cause a notice of the hearing on the proposed
assessment to be published once in the official newspaper at least two weeks prior to the
herring, and she shall state in the notice the total cost of improvement. She shall also
cause mailed notice to be given to the owner of each parcel described in the assessment
roll not less than two weeks prior to the hearings.
3. The owner of any property so assessed may at any time prior to certification of the
assessment to the County Auditor, pay the whole of the assessment on such property, with
interest accrued to the date of payment to the City Treasurer, except that no interest shall
be charged if the entire assessment is paid within 30 days from the adoption of the
assessment. He may at any time thereafter pay to the City Treasurer the entire amount of
the assessment remaining unpaid, with interest accrued to December 31 of the year in
which such payment is made. Such payment must be made before November 15 or
interested will be charged through December 31 of the succeeding year.
MOTION seconded by Councilmember
and adopted by the
City Council at a reqular meeting this 2!L day of~, 19~, with
Councilmembers
voting in
favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
"
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
. \
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DATE:
July 7. 1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,~l
Engineering
ITEM NO.
rS!f.rove Quotes/98-5/Pavement Markings
The City Council is requested to approve the quotes for Pavement Markings, Project 98-5.
Quotes received are as follows:
Vendor
Quote
Precision Pavement Marking
AAA Striping Service Co.
$6,986.07
$8,406.96
Pavement markings are done annually. This was budgeted for this year.
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JUN-29 98 11: 34 FRCt1:
755-8923
TO:612 428 8675 PAGE:a2
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
\
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DATE: July 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DE~b.RTMENT
Todd Haas,~
Safety Coordinator
ITEM NO.
Approve Safety Manual
a.ct,
The City Council is requested to approve the safety manual which is in your side pocket of
your packet.
The safety manual was completed in April 1997. All permanent, part-time and seasonal
employees are required to read and sign the form that they have read all material and
understand the requirements insuring safe working conditions..
If you have any questions regarding the manual, feel free to contact me at City Hall.
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INTRODUCTION
On August 1, 1973, the Minnesota Legislature adopted the Minnesota Occupational
Safety and Health Act. This Legislation established certain rules and regulations
designed to insure safe working conditions for all employees.
This document is the official Safety Manual for the City of Andover effective April 1,
1997, to insure the safe working conditions for all employees. It is of our utmost desire
that these safety rules will help protect and assist you iri your daily work. This safety
manual was not drafted to inhibit your freedom or to be an infringement upon your rights.
Rather, it was adopted for your protection and personal safety, Working together we can
all help to insure a safer working environment for all concerned. When working
environments are safe, accidents will be less frequent.
This Manual is divided into two parts: Part 1 applies to all employees of the City; Part 11,
because of the hazardous nature of the jobs, contains specific regulations for Public
Works employees. Specific references are made to the Parks Department employees.
The Police and Fire Departments, because of the nature of their jobs, have their own rules
and regulations which are often more restrictive than this Manual. The general rules of
Part 1 of this Manual still apply to them. However, if there is any conflict, the safest rule
shall apply.
With this in mind, a thorough understanding and observance of all these rules shall be
maintained by all employees. The City of Andover does not claim that every pertinent
precaution or procedure is listed in this safety manual.
Moreover, it does not claim that abnormal or unusual circumstances may not warrant or
require further or additional precautions or procedures.
The latest updates from OSHA have been included, specifically the requirements of the
employee right-to-know legislation.
. . '. . _.., ";':>>;:'f.At< '. .
Summary of the law. The employee Right':to-Know Act is intended to assure that
employees are aware of dangers associated with hazardous substances, of harmful
physical agents that they may be exposed to in their work places. The Act requires
employers to evaluate their work places for the presence of hazardous substances, and
harmful physical agents and to provide training to employees concerning those
substances or agents to which the employee may be exposed. Written information on
hazardous substances, or harmful physical agents must be readily accessible to employees
or their representatives. Employees have the conditional right to refuse to work under
imminent danger conditions. Labeling requirements for containers of hazardous
substances and equipment or work areas that generate harmful physical agents are also
included in the Act.
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The words "shall" and "will", as used herein, indicate that the action required is
mandatory .
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The words "may" and "should", as used herein, indicate that the action required is
permISSIve.
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Dan Winkel
Safety Director
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: July 7. 1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Todd Haas, ~
Engineering
ITEM NO.
Approve Resolution Renaming 136th Avenue NW
to Commercial Boulevard NW
~O,
The City Council is requested to approve the amendment to Ordinance 212 changing the
name of 136th Avenue NW from Crosstown Boulevard NW to Raven Street NW in the
Andover Commercial Park to Commercial Boulevard NW. Also, the existing section of street
between Raven Street NW and Nightingale Street NW will be officially named Commercial
Boulevard NW,
Attached is the ordinance amendment.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
ORDINANCE NO. 212B
AN ORDINANCE AMENDING ORDINANCE NO. 212 CHANGING/RENAMING
STREET NAMES IN THE CITY OF ANDOVER.
The City Council of the City of Andover hereby ordains:
Section 19. (Changing the name of 136th Avenue NW between Crosstown
Boulevard NWand Raven Street NW to Commercial Boulevard NW in the Andover
Commercial Park,)
The street presently known as 136th Avenue NW between Crosstown Boulevard
NW and Raven Street NW to Commercial Boulevard NW in the Andover
Commercial Park.
Section 20. (Naming of Commercial Boulevard NW between Raven Street NW
and Nightingale Street NW in the Northeast Quarter of the Southwest Quarter of
Section 34, Township 32, Range 24.)
The street presently unofficially known as Commercial Boulevard NW between
Raven Street NW and Nightingale Street NW in the Northeast Quarter of the
Southwest Quarter of Section 34, Township 32, Range 24 is hereby named
Commercial Boulevard NW.
All other sections shall remain as written and adopted by the City Council.
Adopted by the City Council of the City of Andover this ....I1h.- day of Julv , 19 98.
CITY OF ANDOVER
ATTEST:
J.E, McKelvey - Mayor
Victoria Volk - City Clerk
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
"
DATE: Julv 7.1998
, ~
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott EricksorQ(
Engineering
ITEM NO.
,j}pprove Purchase of Survey Equipment
~JI.
The City Council is requested to approve the quote for the purchase of a Topcon Electronic
Total Station from Laser Control Inc. in the amount of $12,969,00 (includes shipping).
Quotes received are as follows:
Contractor
Quote Amount
Laser Control Inc.
Sokkia Measuring Systems
Goodimeter Midwest
$12,969,00
$13,735,00
$14,140.00
/
The funding for this will be from the In-House MSA Street Fund.
"
/
'\
, .J
lASER C€>NTROL IN~1E-
Surveying Instruments
Laser and Machine Control Systems
Sales and Service
, /L. i - /1 ,7.'1--'T',,-iJi.' It -.] .~-- -~77
W::...t&"~ I-f'-';O ,..,'CC -v .c;n-~ ,~ . ~J-i ~.C"~
April 6, 1998
Rick Nordstrom
City of Crystal
Engineering Department
4141 Douglas Drive
Crystal. MN 55422
Dear Rick,
,
Topcon GTS-312
Package Includes. . .
1 ea. Topcon GTS-312
1 ea. Data Collector FSGS 1,Sm wI Survey Pro
1 ea. 8' Prism Pole SL - 10th
1 ea. Mini Prism Pole
1 ea. Prism -30mm
1 ea. Mini Prism -30mm
1 ea. Topcon TP-15 Tripod- ,->1;/'1" ,w,T .I/aD
~
We are pleased to quote you the following Topco
)
I am looking forward to hearing from you and will be happy to answer any questions that you
may have.
Sincerely,
~I/f1'~
Fred Meyer
LASER CONTROL INC.
Sales Representative
Service Manager
Enclosure
FMIkI
\
/
_ ,9201 El!5t BI'Joml!)gtorr.yreeway, Suite R, Bloomington, MN 55420. Office: (612) 443.2220. Fax \~~_%) .,411-1606 " -
- - ~ ....:. ---- ;.:--:-~-::.:---.--
- -.
, /
SOKKI~M
SOKKIA MEASURING SYSTEMS
8027 24th Avenue South
Bloomington. MN 55425
Tel: (612) 854-4300
Fax: (612) 854-4730
)
Q.UOTATION
Date 04/06/98
To: City of Crystal
Phone # (612) 531-1161
Fax # (612) 531-1188
Attention: Rich Nordstrom
QUAN DESCRIPTION
Total Station Options
1 Sokkia Set 3100 Total Station (New) # 6400-23
1 Sokkia Set 3BII Total Station (New) # 6400-13
1 Sokkia Set 4BII Total Station (Used)
,
1
1
2
1
1
Sokkia SDR 33 ( 1Mb) Data Collector # 5800-06
Hvy Duty Wood Tripod # 7512-52
Single Tilting Prisms w/Target # 7266-48
12ft Prism Pole
Mini Stake-Out Pole # 7270-42
,l/a;.v &JIG<' 4 f.k(' .
::J .) . ,'/ ,,/S
C ._"-.....,...0'..,- _.w~/~-'..J.;;/r.._ .
~. ",. . C. 34T-rzE y
?o.5~/3,-'7' r!t;~/7'IO,,/;'J
Price does not include applicable sales tax
Thank You Rob Luers
Validfor 30 Days
PRICE
$ 10,500.00
S 10,200.00-
$ 7,995.00
$ 2,995.00-
S 200.00
$300.00-
$185.00 -
S 55.00 -
-::::::::::-
- ...
":j
-*' /3, l'
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)
precision measuring systems, equipment and supplies for surveyors, engineers and contractors
',-~~
V 1-507-753-2101
~613/ge
<1l1:27PM
~4'4
8
/
Bin To. Ouotalion: Rich Nordstrom-Citv of ~dowr ~UKM D.to: 6/4?t~ r.:
/
/
Street: P.O./I.
City/St.tolZlp. n... rudom....' ( ) ( )
701 110
Ship To. DelIverv Date:
Street' Shin Vi..
-. ~.I
Part Number DeamDtioD Price Toto! Price CommentJ
COM 600 ACCI!:SSORII!:S
571..(500-338 C.ble' - HUo.elo 9 pin $75,00
571-200-320 Intomal BattotY 500/600 $235,00
571-200-032 Tracklight $605_00
571-202-150 B.ttery rideb"" + 2 bolts $495_00
571-202-151 1nt......1 B oli_ 600 Sid. 0"- $235,00
571-202-342 Radio (ride cowr) CALL
571-202-288 Holder !Or koybootd (nnllnlrWying) $215,00
571-180-244 T elomotric 1ink - External Radio CALL
571-202-220 RMT (no tnism) $835,00
571-202-220 RMT (in<ludo. prinn) $895,00
571-202-480 Long Range RMT w/mini tnism $1,095,00
571-181-370 Super RMT w/mini prism $1.395,00
571_202_104 I H.,.vy dutybotl""l' (7AR) $435.00 435,00
571-202-18S I Cable LOrn $105,00 105,00
571-202-216 I Cabl. 2."'" $115,00 115,00
571-202-204 I Data CornmunicationModulo $105_00 105,00
571-202-312 T-Adapler, Hirose $105,00
571-202-324 CllDle, 0 pin eon:vwo:i.on to COM 600 Connectot' $105_00
571-202-328 Cabl. cig. lighter 10 GDM 600 $125,00
571-202-326 I Cable car battery 10 GDM 600 $125,00 125,00
571-905-974 ? Quick Chat'ller $165.00 ..nnn
571-901-017 1 Battery Charger $195,00 195.00
571-200~34 Charging Convmer Stand $295.00
571-126-110 2 Tillable reflector - .otti1!g out (Sys, 5&600) $215,00 430,00
571-126-192 1 Power Supply for 202-204 adapter $110_00 110,00
571-005-004 Cho<8"- $335,00
571-202-310 Battery for 630 Radio $225,00
571-120-170 Case for JU'U 000 $215,00
571-126-126 C~ Case for Acce..orie. $235,00
571-202-292 Panel All Cover $105,00
571-181~90 Telescopic Rang. Pol. tor RPU $355,00
571-181-180 Extension Pole for RMT C695 $80,00
571-126-060 Prism-Mim(L5") $195,00
571_181_260 H:tndwh..t $35.00
571-202-434 Tillable Holder for RMT 600 $195,00
571-126-198 Angular Eyepiec. $715,00
571-202-282 Transport Case for Instrumonl. $545,00
CST -lRL-OOS Prism Pole - S' Tru Lock $175,00
CST-TRL-012 Pnsm. Pol. - 12' Tru Lock $200,00
DHG-PTl-200 Tripod(DutchHillGPT 1200) $295_00
ASE-C05-042 Range Pole - 15.5' Graduated $245,00
ASE-C05-053 Raflae Pol. - 12' Quick Release $210.00
ASE-C05-120 2 Range Pole - S,6'Regular Rslease $150,00 300,00
544-445-169 Range I'ole - a,6'Quick Release $185,00
IDS -600-DB9 Cable, GDMlHusky FS2I9 pin battery $105,00
IDS-600-HlR Cable, GDMIHP4S/9 pin battery $105.00
1D!>-600-FS2 Cable, HuOG'oIFS2 $105,00
IDS-600-H4S Cable. HirosolHP4S $105_00
special discOWll Discount on upgrad6.lo flOW inotr. ($1,000,00)
(robe. t.lometry, mmot.. or autolock)
r leu.emcr dOli.....z.d O'lll'nOl' Nanw to a'll'llOU' n instrument. 1 ~ cluncton m:Vnum incl Pltml"'tl.;eim
Warranky: Two Year_ Parts &: Labor )
Geo-Tool upload/download window. based lOfl:waro-No Charge ~
W,rr'''tv~ Two Y ASr. ngptt &. lAbor To~ 14 14000 /
Delivorv: 4-5 weeks after rocoitt of order ./
.i.i PrieN subject to eun:e 'WIthout notice
\
)
Oc~LJIMcrd ft1/1Jwe-s('
'\
/
PAGE 3
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
\
)
DATE: July 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott ~rick~on-~t
Englneenng \J
ITEM NO.
Approve Payment to Listul, Inc./
96-15/Public Works Expansion
-39.
The City Council is requested to approve the attached payment to Listul, Inc. for work
performed on the City Public Works Addition, Proj. 96-15 (See Attached information from
A&P). The funding for this work is from the previously approved budget for the project.
/
/
Bru Adolfson
4 & Peterson
Construction
0'701 West 23rd Street- Minneapolis. Minnesota 55426 - (612) 544-1561 - FAX (612) 525-2333
CONSTRUCTION
MANAGERS
May 8, 1998
RECEIVED
Mr. Scott Erickson
City of Andover
1785 Crosstown Blvd.
Andover, MN 55304
MAY I I 1998
CITY OF ANDOVER
Re: Andover Public Works Addition Project.
Dear Scott:
Please find attached an invoice from Listul, Inc. for work performed at the above-
referenced project.
This work was in addition to the original scope, which was let to KMH. However, when
Listul, Inc. installed the ships ladder I had them complete the miscellaneous items that
were added to the project.
This invoice should taken from the contingency fund.
Please feel free to contact me with any questions or comments.
Sincerely,
Adolfs~m ~ Peterson, Inc.
/~'A~
.-(---z---_____ ~ ~
Tom Stone
Construction Manager
Enclosure; Listul, Inc. Invoice
cc: Frank Stone; Andover Public Works
File
~-...~ =-.:. .:.
Member of Construction Management Association of America \.J 1;-1.1\..1\.
..
INVOICE 49884
Customer No. AD0020
i'
/
IISTUL
13900 SUNFISH LAKE BLVD.
RAMSEY, MN 55303
PHONE (612) 421-9121 FAX (612) 421-8706
Bill To:
Ship To:
ADOLFSON AND PETERSON
6701 w. 23RD sT.
MINNEAPOLIS, MN 55426
ANDOVER PUBLIC WORKS
1 1 MISCOI N
FIELD WORK ORDER NO. 5884 1349.08 1349.08
1 1 MISCOl N
FIELD WORK ORDER NO. 5894 1520.08 1520.08
1 1 MISCOl N
FIELD WORK ORDER NO. 5895 799.37 799.37
1 1 MISCOl N
FIELD WORK ORDER NO. 6345 508.66 508.66
1 1 MISCOl N
FIELD WORK ORDER NO. 6346 1215.95 1215.95
A FINANCE CHARGE OF 1.8% WILL BE ASSESSED
PER MONTH ON PAST DUE AMOUNT.
NonTaxable Subtotal
Taxable Subtotal
Tax
Total Invoice
5393.14
0.00
0.00
5393.14
Page I
Customer Original
/
FIELD WORK ORDER N2 05884
NAME OF PROJECT: Il Ny ClvE,R. P"~LIC. Wo~~r-
CONTRACTOR: I/- '"Pli~ ~ PE--n:lZ.sofl/
ADDRESS: {tA<;r--ruVN )-rIl~ET (' f/tlrvfor.! f5<:t.<t-ELI!411j) -Atv1:><.J"'='~
DATE
WORK DESCRIPTION
~
HOURS RATE AMOUNT
If (
r-rr.
().J;.rf
/ L1STUL CORPORATION REPRESENTATIV
CONTRACTOR REPRESENTATIVE
TOTAL
13900 SUNFISH LAKE BLVD. . RAMSEY, MN 55303
PHONE (612) 421-9121 · FAX (612) 421-8706
/
FIELD WORK ORDER
NAME OF PROJECT: 41V~ eJ/,IER. P'-4.IJLIC. [;Jall.l<C~
CONTRACTOR: !J-POt-F5'rJiV ~ f6T6llfclr{
ADDRESS: t t2orr-rcJr-oIllI /-I-re-er e (/~t\l (J'1 (3u,<!.Qv,?..,1 -I/,Jc:/~y
N2
05894
DATE
L( J- q
HOURS RATE AMOUNT
8
(tJllt>
J(;,Ea,
1/
/ L1STUL CORPORATION REPRESENTATIVE
CONTRACTOR REPRESENTATIVE
TOTAL
13900 SUNFISH LAKE BLVD. . RAMSEY, MN 55303
PHONE (612) 421-9121 . FAX (612) 421-8706
IISTUL .~
FIELD WORK ORDER
N~ 05895
NAME OF PROJECT: Artr"1>MCr.. P"OLIL LJe.'r.I<'''
CONTRACTOR: A~o~ F5"~ 4 ?E-rcRfo,.{
ADDRESS: ((lc.sfr"oA/~ S' -rPE~r f /f"fV${)N /J...l.d-Evlllll> - A~I)<I,./ER.
DATE WORK DESCRIPTION
'>. ') I Q8 J I _ _ ---, , _
.;}::J I flV(OtlfV7Uv'tr :Z-""""'-47t:'Z>
t'IVEf G"'Art..,..,.,
HOURS RATE AMOUNT
/("d UJI'r--t'EIfZ "fAzn,rI 4-~
\
3 1/ 913 IRONWORKER FOREMAN HOURS 4-5- Q y~ld-<i< .10
3 ~ I q f$ IRONWORKER HOURS 4- ~ (.J ,7- JJ?, - Sl
3 31 ~8 EQUIPMENT I - Pt C/L- L(f) YI.{C(c fr"fvr..-,,,,,c -A-..vEN"i:, Llrl ~u ,.1, ~ Cfj)
()/~,..:j)ER UU&,crv llIc€1V'L.-cr-'L ("rrttVCr '(;;aaf I@' I~-...D ~:,J:\
/(J,. /. c,.",'>-c!#y LV /r;f.scs, fJoP""r1 ~ Blltll> fAl.V'. /{'l-rrtl-
R,;'fr.,/2 {{t'lV>\1t1F-R, Ji1"s~f'{(JHfU""S I//I-Iv-:> -r~ I .tl:rc-
3 'ii It;k SHOP LABOR & MATERIAL € ?dt(( We(J,'"" RCJl.
(>-M", uo/E %\.lCf( -{/f) PI/ tv-t' fin/meR'
7).. - ~,: /zw7lc 1:J,~/h . /...' t - 1")( ~ t'drJdlJ',v(...-
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CONTRACTOR REPRESENTATIVE ~ / !:/.,-;( -*/7c (J,'1. (~
\'-----" ' OJ '- /
~
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TOTAL r
-
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t.l~AV~~/C 11
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13900 SUNFISH LAKE BLVD. . RAMSEY. MN 55303
PHONE (612) 421-9121 . FAX (612) 421-8706
~
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---
Apr-03-98 11:57A L;stul Corp.
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612-421-8706
P.02
. (lSTUL ....
FIELD WORK ORDER
NAME OF PROJECT; ;/.w"pavfd (J,.t//llc.. WOlb.c,~
CONTRACTOR; 111>.,;J<; 0/\/ ~ (Jt-r,f,e~(-'rI
ADDRESS; { (?,{) H -('.:"" IV S 1"J!I5I!..1' f (.{,q"'Scw' B~,,,_ E: V~eD - n,,/i> (Jut=-~
N2 06345
DATE WORK DESCRIPTION
f J 15 Iff 11)"; BOOM -1P.."ck W /f(,t;C./lIJ{,-~ /-h"t
I Lc ul. {} OJ ' U /I (I C/ c f IL. Jf"'b'11 ,t: It fo i () (4 r,,,JII
, , I
4-.i fj5( Ik 'fOA/ gOOM IOvek' ") -rRAV~J
4- J 7~ rJI'ERA-17:R S 1 WA r'
I-<QURS RATE: AMOUNT
a. JlO ;
I III~:
I rl~J!
" :
, "-.-...
'1
!
1- 1 <iYf IRONWORKER FOREMAN HOURS 3 f.:f c:.\lf:':,~\'1\,~
4- 13 199" IRONWOR KE R HOU AS X' t j{j..4 ~ 3 ~'1 tr. t Jt!; ;}., ,;\ I I'l,
.(.. 3 171 EOUIPMENT Ro rot?. HA-A1JMEi<,1 ~ / el('d-r"c" ),'/:J. l~C-0 ltl,d."
l..o I-d, ~ , _~I ~. .L Jf/.'~(f(f."It- ~ I
e.u,,> 'f( jr-/ 7<.Jc//s P 1-c.. '
.
4- 3 'iff SHOPLABOR&MATERIAL 77:P5P! ytI,'fc.PI!.J.hJJ,)l,5.
.,kG/) ; ,"",,.., /0 Pecl, ~ II )()" k....,;/c hath
~f~, , ,
: if 30
-" TOTAl "'()1(. M
USTUL CORPORATION REPRESENTAl"IVE_ ~ -. U...( a 5'S":. I /'\:;---;
CONTRACTOR REPRESENTATIVE ZL'/f.it' ;f[e:;, / Z,;:J.. 7'J1 ~~-I./ 1':)./ lLJ...,(i/(.:',f
,
13900 SUNF1SH lAKE BLVD. . RAMSEY, MN 55303
PHONE ~12} 421-9121 · FA)( (612) 421-8706
........
.- ~
115TUL.__
FIELD WORK ORDER
NAME OF PROJECT, ~ -::;:'<R, P'8<~ ~}.'t<S
CONTRACTOR: ---4 'Dr 'IV ~ {Jc'1'€ ~d rI'
ADDRESS: ( !lost; 'f".l/A/tI' ; Avl: fl/I,(/E , 1-/", III! or.!
N~ 06346
(5tH. L t:IIAt2'j;> - ~i>cJVIiR..
,,r('{.
DATE WORK DESCRIPTION HOURS RATE AMOUNT
+ 11 9F3 ~{(E.325If:rN ~ RF- ~tJt LL> f<'tJcJt= I.A"i>1Jb 1!::;:
@ -7:: p w / P IJ. /lA'c.. ~ WALL LlArA "/~
MEAI.,- ,. ,.. lC-u.,.- C-r~~/I',1 Re v.;/!./r/ f
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1:o1JLc{.. &of be'\>
(,.t/~ y ~ IfR.
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J L1STUL CORPORATION REPRESENJA1'iYE
CONTRACTOR REPRESENTATIVI7"'/
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13900 SUNFISH LAKE BLVD. · RAMSEY, MN 55303
PHONE (612) 421-9121 · FAX (612) 421-8706
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
,
/
DATE: Julv 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott ~rick~on, ~L
Englneenng
ITEM NO.
Approve Site Improvement Performance AgreemenU
The Farmstead
33.
The City Council is requested to approved the attached Site Improvement Performance
Agreement for The Farmstead (Presbyterian Homes),
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CITY OF ANDOVER, MINNESOTA
SITE IMPROVEMENT PERFORMANCE AGREEMENT
THIS AGREEMENT made this 7th day of JuJ v
, 1998 , is by and
between the City of Andover, whose address is 1685 Crosstown Boulevard NW,
Andover, Minnesota 55304, a municipal corporation organized under the laws of the
State of Minnesota, hereinafter referred to as the "City", and Presbyterian Home
Housing
and
Assisted
Living,
Inc.
whose
address
is
3220 Lake Johanna Blvd., St. Paul, MN 55112, hereinafter referred to as the
"Developer" .
WHEREAS, the Developer has received preliminary and final plat approval,
hereinafter called the "Plans" by the City Council of the City on the 16th day of
Seotem ber
1998, by Resolution No. 224-97 and on
6th
day of
January
, 1998 by Resolution No nnq-qR respectively and in accordance
with the Plans all which are made a part hereof by reference. In consideration of such
approval, the Developer, its successors and assigns, does covenant and agree to
perform the work as set forth in the Plans, in the aforesaid approval, and as
hereinafter set forth upon the real estate (hereinafter referred to as "Property")
described as follows: "The Farmstead."
NOW, THEREFORE, in consideration of the mutual promises of the parties made
herein,
IT IS AGREED BY AND BETWEEN THE PARTIES HERETO:
THE WORK
Develooer's Work
The Work shall consist of the improvements described in the approved Plans, to
include any approved subsequent amendments, and shall be in compliance with all
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" applicable statutes, codes and ordinances of the City. The Work includes all on-site
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exterior amenities as shown on the approved Plans and as required by the plan
approval, such as, but not limited to: landscaping, private driveways, parking areas,
storm drainage systems, water mains, sanitary sewers, hydrants, curbing, lighting,
fencing, fire lanes, sidewalks, trails, outside trash disposal enclosures, site grading,
tree preservation work and erosion control measures.
COST ESTIMATES
The Developer shall provide the City with a written estimate of all applicable
costs of the Work, itemized by type; the estimates shall be based upon the actual
estimates provided by the contractors who are to do the Work. Said cost estimates
shall be reviewed by the City, and the City shall establish the actual amount of the
financial guarantee.
,
Cost of Developer's Improvements, description and completion dates are as
, /
follows:
Date to be
Descriotion of Imorovements Estimated Costs Comoleted
1. Construction of Orchid Street Cul-de-sac $ 8,000.00
2. Erosion Control ./ $ 1,500.00
3. Street Maintenance $ 1,000.00
4. Lot Stakes /$ 500.00
5. Dead & Diseased Tree Removal v $ 1,000.00
6. Bikeway/Walkway trail along Bunker
Lake Boulevard $ 6,500.00
7. Center Median and Street Repair $ 3,000.00
8. Trunk Watermain $ 2,500.00
Administration (15%) $3,600.00
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Total Estimated Cost of Developer Improvements
Security Requirement (150%)
$27,600.00
$41,400.00
GUARANTEE
1. Faithful Performance of Construction Contracts and Letters of Credit.
The Developer will fully and faithfully comply with all terms and conditions of any and
all contracts entered into by the Developer for the installation and construction of all
Developer's improvements and hereby guarantees the workmanship and materials for
a period of one year following the City's final acceptance of the Developer's
improvements. Concurrently with the execution hereof by the Developer, the
Developer will furnish to, and at all times thereafter maintain with the City, a cash
deposit, certified check, or Irrevocable Letter of Credit, based on one hundred fifty
(150%) percent of the total estimated cost of Developer's improvements. An
,) Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of
Andover and shall state thereon that the same is issued to guarantee and assure
performance by the Developer of all the terms and conditions of this Site Improvement
Performance Agreement and construction of all required improvements in accordance
with the ordinances and specifications of the City. The City reserves the right to
draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the
purpose of guaranteeing the terms and conditions of this Agreement. The Irrevocable
Letter of Credit shall be renewed or replaced by not later than thirty (30) days prior to
its expiration with a like letter.
2. Reduction of Escrow Guarantee. The Developer may request reduction
of the Letter of Credit, or cash deposit based on prepayment or the value of the
completed improvements at the time of the requested reduction. Any reduction in the
Letters of Credit for utility and street improvements must be accompanied by a
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Performance and Payment Bond with the contractor as Principal and the City as
Obligee in the form provided in the City's Standard Construction Specifications to
cover the one year warranty provisions of this Agreement. The amount of reduction
will be determined by the City Engineer.
)
If the platting escrow amounts are insufficient, the Developer shall make such
additional deposits as required by the City. The City shall have a right to reimburse
itself from the Escrow.
REMEDIES FOR BREACH
The City shall give prior notice to the Developer or the corporate surety of any
default hereunder before proceeding to enforce such financial guarantee or before the
City undertakes any work for which the City will be reimbursed through the financial
guarantee. If within ten (10) days after such notice to it, the Developer or the surety
has not notified the City in writing of its intention to enforce any rights it may have
J
under this Performance Agreement or any performance bond or guarantee by stating
in writing the manner in which the default will be cured and the time within which
such default will be cured, the City will proceed with the remedy it deems appropriate.
At any time after the completion date and any extensions thereof, if any of the
work is deemed incomplete, the City may proceed in anyone or more of the following
ways to enforce the undertakings herein set forth, and to collect any and all expenses
incurred by the City in connection therewith, including, but not limited to, engineering,
legal, planning and litigation costs and expense. The enumeration of the remedies
hereunder shall be in addition to any other remedies available to the City.
1. Soecific Performance. The City may in writing direct the surety or the
\,
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Developer to cause the Work to be undertaken and completed within a specified
reasonable time. If the surety and/or the Developer fails to cause the Work to be done
and completed in a manner and time acceptable to the City, the City may proceed to
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bring an action for specific performance to require work to be undertaken.
2. Comoletion bv the City. The City, after notice, may enter the premises
and proceed to have the Work done either by contract, by day labor or by regular City
forces. Neither the Developer nor the corporate surety may question the manner of
doing such work or the letting of any such contracts for the doing of any such work.
Upon completion of such work, the surety and/or the Developer shall promptly pay the
City the full cost thereof as aforesaid. In the event that the financial guarantee is in
the form of a performance bond, it shall be no defense by the surety that the City has
not first made demand upon the Developer, nor pursued its rights against the
Developer.
3. Deoosit of Financial Guarantee. In the event the financial guarantee
has been submitted in the form of a Letter of Credit, the City may draw on the Letter
of Credit the sum equal to the estimated cost of completing the Work, plus the City's
estimated expenses as defined herein, including any other costs, expenses, and
damages for which the surety may be liable hereunder, but not exceeding the amount
set forth on the Letter of Credit. The money shall be deemed to be held by the City
for the purpose of reimbursing the City for any costs incurred in completing the Work
as hereinafter specified. Any funds remaining after completion of the project shall be
returned to the Developer.
OCCUPATION OF PREMISES
The Developer agrees that it will not cause to be occupied any portion of the
building or improvements to be constructed upon the premises until completion of
buildings and site improvements as per approved plans.
INSURANCE
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Developer or all its subcontractors shall take out and maintain until one (1) year
after the City has accepted the private improvements, public liability and property
damage insurance covering personal injury, including death, and claims for property
damage which may arise out of the Developer's Work or the Work of its
subcontractors or by one directly or indirectly employed by any of them. Limits for
bodily injury and death shall be not less than Five Hundred Thousand and no/100
($500,000.00) Dollars for one person and One Million and no/100 ($1,000,000.00)
Dollars for each occurrence; or a. combination single limit policy of One Million and
no/100 ($1,000,000.00) Dollars or more. The City, its employees, its agents and
assigns shall be named as an additional insured on the policy, and the Developer or all
its subcontractors shall file with the City a certificate evidencing coverage prior to the
City signing the plat. The certificate shall provide that the City must be given ten (10)
days advance written notice of the cancellation of the insurance. The certificate may
, )
not contain any disclaimer for failure to give the required notice.
REIMBURSEMENT OF COSTS FOR DEFENSE
The Developer agrees to reimburse the City for all costs incurred by the City in
defense of enforcement of this Agreement, or any portion thereof, including court
costs and reasonable engineering and attorneys' fees if the City prevails in such
action.
V AUDITY
If a portion, section, subsection, sentence, clause, paragraph or phrase in this
Agreement is for any reason held to be invalid by a court of competent jurisdiction,
such decision shall not affect or void any of the other provisions of the Site
Improvement Performance Agreement.
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GENERAL
A.
Sindinq Effect. The terms and provisions hereof shall be binding upon
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~ and inure to the benefit of the heirs, representatives, successors and assigns of the
I
parties hereto and shall be binding upon all future owners of all or any part of the
Property and shall be deemed covenants running with the land.
B. Notices. Whenever in this Agreement it shall be required or permitted
that notice or demand be given or served by either party to this Agreement to or on
the other party, such notice or demand shall be delivered personally or mailed by
United States mail to the addresses hereinbefore set forth on Page 1 by certified mail
(return receipt requested). Such notice or demand shall be deemed timely given when
delivered personally or when deposited in the mail in accordance with the above. The
addresses of the parties hereto are as set forth on Page 1 until changed by notice
given as above.
c. rncorooration bv Reference. All plans, special provisions, proposals,
. /
specifications and contracts for the improvements furnished and let pursuant to this
Agreement shall be and hereby are made a part of this Agreement by reference as
fully as if set out herein in full.
VIOLA TraNS/BUILDING PERMITS
In the event that Developer violates any of the covenants and agreements
contained in this Site Improvement Performance Agreement and to be performed by
the Developer, the City, at its option, in addition to the rights and remedies as set out
hereunder may refuse to issue building permits to any property within the
development and/or stop building construction within the development until such time
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, as such default has been corrected to the satisfaction of the City.
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DEVELOPER
./2,J.- ./lOj~
Pre3i~gn1' c..-F-o
Presbyterian Homes,
Housing and Assisted Living, Inc.
CITY OF ANDOVER
By
Mayor
ATTEST:
By
)
,
-8-
Clerk
STATE OF MINNESOTA )
, / ) ss.
COUNTY OF ANOKA )
On this
day of
, 1998, before me, a Notary Public
within and for said County, personally appeared
(Mayor) and
(Clerk), to me known to be respectively the Mayor and
Clerk of the City of Andover, and who executed the foregoing instrument and
acknowledge that they executed the same on behalf of said City.
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF ANOKA )
On this g ~ day of
.J'", t')~
, 1998, before me, a Notary Public
,
J
within and for said County, personally appeared
(Developer), to me known to be the (..kJ
/Y1..-k.. /t1,'I (r .
p""b~l:< -,:''0 .1h:>--:..~ /1,;.'...,'']
of 7- ~~).~h..l L.lo""'j ,1"',. a
corporation under the laws of the State of Minnesota, and that they/he executed the
foregoing instrument and acknowledged that they/he executed the same on behalf of
said corporation.
& LGfETTADESCHANE
"'PIaIC .IIIIlESOTA
_~~_31.2llIlII
~~
Notary Public
This instrument was drafted by:
William G. Hawkins and Associates
2140 Fourth Avenue North
Anoka, Minnesota 55303
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
,
,
DATE: Julv 7.1998
j
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,~(
Engineering
ITEM NO.
Approve Quote/98-14A1Winslow Hills 3rd Addition/
~~rm Sewer Maintenance/153rd Lane NW
The City Council is requested to approve a quote to Old Is Gold Inc. in the amount of
$11,300.00 for Project 98-14A, Winslow Hills 3rd Addition Storm Sewer Maintenance/153rd
Lane NW.
There is an existing storm sewer inlet into the pond off of 153rd Lane NW which has been a
continuous maintenance problem for the City's Public Works Department and the adjacent
property owner. This improvement will reduce the ongoing maintenance at this location.
Quotes received are as follows:
Contractor
Quote Amount
Old Is Gold Inc.
Hydrocon, Inc.
$11,300.00
$19,485.00
Old Is Gold has successfully completed other projects in the City.
The funding for this project will be from 1998 Storm Sewer Maintenance Funds.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION AWARDING THE QUOTE FOR THE IMPROVEMENT OF
WINSLOW HILLS 3RD ADDITION STORM SEWER MAINTENANCE/153RD LANE
NW, PROJECT NO. 98-14A.
WHEREAS, quotes were received, opened and tabulated with results as
follows:
Old Is Gold Inc,
Hydrocon, Inc.
$11,300.00
$19,485.00
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby accept the quote as shown to indicate Old Is Gold Inc. as being
the apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to
enter into a contract with Old Is Gold Inc, in the amount of $11.300.00
MOTION seconded by Councilmember and adopted by the
City Council at a reQular meeting this 7th day of Julv , 19J1iL" with
Councilmembers
the resolution, and Councilmembers
against, whereupon said resolution was declared passed.
voting in favor of
voting
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
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810 FORM
~ - bJ,0
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Honorable Mayor and Member of the City Council
City of Andover
1685 Crosstown Boulevard NW
Andover. Minnesota 55304
SUBJECT: City of Andover, Minnesota
Winslow Hills 3rd Addition Storm Sewer Maintenance
Utility Improvement Project
City Project No. 98-14
Gentlemen:
We the undersigned, having carefully examined the site of the proposed work, the City's
Standard Specifications and contract documents prepared by the City of Andover for the subject
project, do hereby propose to furnish all labor, tools, material and equipment, and incidentals
required for the complete construction of said project and such other work as may be incidental
thereto for the following lump sum price:
ITEM
QUANTITY
1 LS (Area #1)
TOTAL
OV
$ 1/,360--
./
Storm Sewer Maintenance (Area #1)
The work shall consist of the following:
Area #1
'" 16 LF of 24" RCP Class 3 Storm Sewer Pipe (Tie Pipe)
'" 1 EA Storm Sewer Manhole with Casting (Build 6.42)
'" 5 CY of Class /I Rip Rap
'" 1 00 LF of Silt Fence
'" 50 SY Sod (Sod may be more depending on disturbed areas)
'" Remove, Salvage and Replace Existing Flared End Section
'" Remove Existing Cable Concrete and Dispose
.. Salvage and Replace Existing Rip Rap with New Filter Fabric
'" Use fill material from the pond slopes to fill over and around the pipe, manhole and grade to a
uniform slope.
'" Seed & Mulch (Disc Anchored) Disturbed Pond Slopes
'" Additional Restoration and any other items to complete the project to a satisfactory condition
are incidental.
Area #2
'" 40 LF 22Yz" x 36X" RC Arch Pipe (3 Tie Pipe)
'" 5 CY of Class /I Rip Rap
'" 1 00 LF of Silt Fence
'" 50 SY of Sod (Sod may be more depending on disturbed areas)
'" Remove, Salvage and Replace Existing Flared End Section
'" Fill Over the Existing Cable Concrete
'" Salvage and Replace Existing Rip Rap with New Flared Fabric
'" Use fill material from the pond slopes to fill over and around the pipe and grade to a uniform
slope.
'" Seed & Mulch (Disc Anchored) Disturbed Pond Slopes
'" Additional Restoration and any other items to complete the project to a satisfactory condition
are incidental.
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'Storm Sewer Maintenance (Area #2)
1 LS (Area #2) $ ! ~ :2S?J qg
The undersigned bidder also agrees to enter into a contract with the OWNER within ten (10)
days after the OWNER'S acceptance of this Proposal or any section or sections thereof, and
further agrees to complete the entire work covered in the contract award within the time period
designated by the City. Completion date is July 24, 1998.
In submitting this quotation, it is understood that the OWNER reserves all rights to reject any
and all quotations, and it is understood that this quotation may not be withdrawn within a period of
sixty (60) days after the scheduled time for the receipt of bids. Also the$quotes ay be awarded
on each Area or the total of both Areas. /J II . /1
. aJLrJt -<<J ~ ..
. (Individual; Partnership; Corpor ion
By:
Address: / V ~
Phone: 0/,2 - '/3 Y-'Jf!/8
,
)
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(Quotes due by 10 a.m., f:>/Zb. 1998)
~5 ...;{tta r:rr-u/p-k ~rr~
6<- ~e~(?-eI Ar ~ -#= 2 .
t<.)t'L-L
98-14.doc
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HYDROCON
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TEL No.
6123325411 Jun 26,98 8:23 P.02
BID FORM
June 26
. 1993_
Honorable Mayor and Member of the City Council
City of Andover
1685 Crosstown Boulevard NW
Andover, Minnesota 55304
SUBJECT: City of Andover, Minnesota
Winslow Hills 3rd Addition Storm Sewer Maintenance
Utility Improvement Project
City Project No. 98-14
Gentlemen:
We the undersigned, having carefully examined the site of the proposed work, the City's
Standard Specifications and contract documents prepared by the City of Andover for the subject
project, do hereby propose to furnish all labor, tools, material and equipment, and incidentals
required for the complete construction of said project and such other work as may be incidental
thereto for the following lump sum price:
ITEM
Storm Sewer Maintenance (Area #1)
The work shall consist of the following:
/ Area #1
.. . 16 LF of 24" RCP Class 3 Storm Sewer Pipe (Tie Pipe)
.. 1 EA Storm Sewer Manhole with Casting (Build 6.42)
... 5 CY of Class II Rip Rap
... 100 LF of Silt Fence
.. 50 SY Sod (Sod may be more depending on disturbed areas)
... Remove, Salvage and Replace Existing Flared End Section
.. Remove Existing Cable Concrete and Dispose
... Salvage and Replace Existing Rip Rap with New Filter Fabric
.. Use fill material from the pond slopes to fill over and around the pipe, manhole and grade to a
uniform slope"
.. Seed & Mulch (Disc Anchored) Disturbed Pond Slopes
... Additional Restoration and any other items to complete the project to a satisfactory condition
are incidental.
..
...
..
...
..
..
..
..
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..
QUANTITY TOTAL
1 LS (Area #1) $ 19.485.00
Area #2
40 LF 22Y2" x 36W' RC Arch Pipe (3 Tie Pipe)
5 CY of Class" Rip Rap
1 00 LF of Silt Fence
50 SY of Sod (Sod may be more depending on disturbed areas)
Remove, Salvage and Replace Existing Flared End Section
Fill Over the Existing Cable Concrete
Salvage and Replace Existing Rip Rap with New Flared Fabric
Use fill material from the pond slopes to fill over and around the pipe and grade to a uniform
slope.
Seed & MUlch (Disc Anchored) Disturbed Pond Slopes
Additional Restoration and any other items to complete the project to a satisfactory condition
are incidental.
HYDROCON
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TEL No.
6123325411 Jun 26.98 8:22 P.Ol
'Storm Sewer Maintenance (Area #2)
1 LS (Ar_ea #2) $ 16.480.00
The undersigned bidder also agrees to enter into a contract with the OWNER within ten (10)
days after the OWNER'S acceptance of this Proposal or any section or sections thereof, and
further agrees to complete the entire work covered in the contract award within the time period
'designated by the City. Completion date is July 24, 1998.
In submitting this quotation, it is understood that the OWNER reserves all rights to reject any
and all quotations, and it is understood that this quotation may not be withdrawn within a period of
sixty (60) days after the scheduled time for the receipt of bids. Also the quotes may be awarded
on each Area or the total of both Areas.
Hvdrocon. Inc.
(~a~:~ra~
By: C{h_~~
Thomas M. Hals, President
Address: P.o. Box 129. North Branch. MN
Phone:
332-5411
(Quotes due by 10 a.m., p/Zf:" 199B)
98-14,doc
. L ,....~.f 35",915,00
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
, J
DATE: Julv 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ITEM NO.
Approve Quote/98-14BlWinslow Hills 3rd Addition/
Storm Sewer Maintenance/Bluebird Street NW
36,
ORIGINATING DEPARTMENT
Scott Erickson,~~
Engineering
The City Council is requested to approve a quote to Hydrocon Inc. in the amount of
$16,480.00 for Project 98-14B, Winslow Hills 3rd Addition Storm Sewer Maintenance/Bluebird
Street NW.
There is an existing storm sewer inlet into the pond off of Bluebird Street NW which has been
a continuous maintenance problem for the City's Public Works Department and the adjacent
property owner. This improvement will reduce the ongoing maintenance at this location.
'j
Quotes received are as follows:
Contractor
Quote Amount
Hydrocon, Inc.
Old Is Gold Inc.
$16,480.00
$17,250.00
Hydrocon has successfully completed other projects in the City,
The funding for this project will be from 1998 Storm Sewer Maintenance Funds,
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION AWARDING THE QUOTE FOR THE IMPROVEMENT OF
WINSLOW HILLS 3RD ADDITION STORM SEWER MAINTENANCE/BLUEBIRD
STREET NW, PROJECT NO, 98-14B.
WHEREAS, quotes were received, opened and tabulated with results as
follows:
Hydrocon, Inc,
Old Is Gold Inc.
$16,480.00
$17,250.00
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby accept the quote as shown to indicate Hvdrocon, Inc. as being the
apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to
j enter into a contract with Hvdrocon, Inc. in the amount of $16.480.00
MOTION seconded by Councilmember
City Council at a reqular meeting this 7th day of Julv
Councilmembers
the resolution, and Councilmembers
against, whereupon said resolution was declared passed.
and adopted by the
, 19 jliL, with
voting in favor of
voting
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
,
,)
-1YDROCON
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'"
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'"
'"
'"
,
'"
'"
TEL No.
6123325411 Jun 26.98 8:23 P.02
BID FORM
June 26
,19~_
Honorable Mayor and Member of the City Council
City of Andover
1685 Crosstown Boulevard NW
Andover, Minnesota 55304
SUBJECT: City of Andover, Minnesota
Winslow Hills 3rd Addition Storm Sewer Maintenance
Utility Improvement Project
City Project No. 98-14
Gentlemen:
We the undersigned, having carefully examined the site of the proposed work, the City's
Standard Specifications and contract documents prepared by the City of Andover for the subject
project, do hereby propose to fumish all labor, tools, material and equipment, and incidentals
required for the complete construction of said project and such other work as may be incidental
thereto for the following lump sum price:
ITEM
Storm Sewer Maintenance (Area #1)
The work shall consist of the following:
Area #1
'" - 16 LF of 24" RCP Class 3 Storm Sewer Pipe (Tie Pipe)
'" 1 EA Storm Sewer Manhole with Casting (Build 6.42)
'" 5 CY of Class /I Rip Rap
'" 1 00 LF of Silt Fence
'" 50 SY Sod (Sod may be more depending on disturbed areas)
'" Remove, Salvage and Replace Existing Flared End Section
'" Remove Existing Cable Concrete and Dispose
'" Salvage and Replace Existing Rip Rap with New Filter Fabric
... Use fill material from the pond slopes to fill over and around the pipe, manhole and grade to a
uniform slope,.
'" Seed & Mulch (Disc Anchored) Disturbed Pond Slopes
... Additional Restoration and any other items to complete the project to a satisfactory condition
are incidental.
QUANTITY TOTAL
1 LS (Area #1) $ 19.485.00
Area #2
40 LF 22W' x 36W' RC Arch Pipe (3 Tie Pipe)
5 CY of Class II Rip Rap
100 LF of Silt Fence
50 SY of Sod (Sod may be more depending on disturbed areas)
Remove, Salvage and Replace Existing Flared End Section
Fill Over the Existing Cable Concrete
Salvage and Replace Existing Rip Rap with New Flared Fabric
Use fill material from the pond slopes to fill over and around the pipe and grade to a uniform
slope.
Seed & Mulch (Disc Anchored) Disturbed Pond Slopes
Additional Restoration and any other items to complete the project to a satisfactory condition
are incidental.
-lYDROCON
TEL No.
6123325411 Jun 26.98 8:22 P.Ol
, J
'Storm Sewer Maintenance (Area #2)
1 LS (Ar,ea #2) $ 16.480.00
The undersigned bidder also agrees to enter into a contract with the OWNER within ten (10)
days after the OWNER'S acceptance of this Proposal or any section or sections thereof, and
further agrees to complete the entire work covered in the contract award within the time period
'designated by the City. Completion date is July 24. 1998.
In submitting this quotation. it is understood that the OWNER reserves all rights to reject any
and all quotations, and it is understood that this quotation may not be withdrawn within a period of
sixty (60) days after the scheduled time for the receipt of bids. Also the quotes may be awarded
on each Area or the total of both Areas.
Hvdrocon. Inc.
(~a~~~ra~
By; C{h~
Thomas M. Hals, President
Address; P.o. Box 129. North Branch. MN
Phone:
332-5411
(Quotes due by 10 a.m., ~/Zb, 1998)
98-14,doc
. L ,...~ -135"':1105.00
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BID FORM
~ - .P-0
,199~
Honorable Mayor and Member of the City Council
City of Andover
1685 Crosstown Boulevard NW
Andover, Minnesota 55304
SUBJECT: City of Andover, Minnesota
Winslow Hills 3rd Addition Storm Sewer Maintenance
Utility Improvement Project
City Project No. 98-14
Gentlemen:
We the undersigned, having carefully examined the site of the proposed work, the City's
Standard Specifications and contract documents prepared by the City of Andover forthe subject
project, do hereby propose to furnish all labor, tools, material and equipment, and incidentals
required for the complete construction of said project and such other work as may be incidental
thereto for the following lump sum price:
ITEM
QUANTITY
1 LS (Area #1)
TOTAL
OV
$ / / I 360 ---
./
Storm Sewer Maintenance (Area #1)
The work shall consist of the following:
Area #1
* 16 LF of 24" RCP Class 3 Storm Sewer Pipe (Tie Pipe)
* 1 EA Storm Sewer Manhole with Casting (Build 6.42)
* 5 CY of Class II Rip Rap
* 100 LF of Silt Fence
* 50 SY Sod (Sod may be more depending on disturbed areas)
* Remove, Salvage and Replace Existing Flared End Section
* Remove Existing Cable Concrete and Dispose
* Salvage and Replace Existing Rip Rap with New Filter Fabric
* Use fill material from the pond slopes to fill over and around the pipe, manhole and grade to a
uniform slope.
* Seed & Mulch (Disc Anchored) Disturbed Pond Slopes
* Additional Restoration and any other items to complete the project to a satisfactory condition
are incidental.
Area #2
* 40 LF 22Y." x 36X" RC Arch Pipe (3 Tie Pipe)
* 5 CY of Class" Rip Rap
* 1 00 LF of Silt Fence
* 50 SY of Sod (Sod may be more depending on disturbed areas)
* Remove. Salvage and Replace Existing Flared End Section
* Fill Over the Existing Cable Concrete
* Salvage and Replace Existing Rip Rap with New Flared Fabric
* Use fill material from the pond slopes to fill over and around the pipe and grade to a uniform
slope.
* Seed & Mulch (Disc Anchored) Disturbed Pond Slopes
* Additional Restoration and any other items to complete the project to a satisfactory conrlitinn
~".o. i""""i",....._..._'
, /
'Storm Sewer Maintenance (Area #2)
1 LS (Area #2) $ /~ 2~ qg
The undersigned bidder also agrees toenter into a contract with the OWNER within ten (10)
days after the OWNER'S acceptance of this Proposal or any section or sections thereof, and
further agrees to complete the entire work covered in the contract award within the time period
designated by the City. Completion date is July 24, 1998.
In submitting this quotation, it is understood that the OWNER reserves all rights to reject any
and all quotations, and it is understood that this quotation may not be withdrawn within a period of
sixty (60) days after the scheduled time for the receipt of bids. Also the~quotes ay be awarded
00 eact> Area 0' the total of both Acea,_ /J J1 . /1
.. a JLr:jt ..,vo ~ ..
, (IndivIdual; Partnership; Corpor ion
By:
Address: / Y y::
Phone: 0/;2 - '/3 V-78/8
;Jde :
(Quotes due by 10 a.m., ~/Zb, 1998)
~S 'f{tto /:0-1/,+4 tPr7~
&- ,.uett.cfc?4 -for ~ -#= 2 .
Wt-L-<...
98-14.doc
') -T~ 28,S-SO. 01) )
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
, )
DATE: Julv 7,1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEP~TMENT
Scott Erickson,
Engineering
ITEM NO.
Adopt Revised Administrative Fee Charge
8~1
The City Council is requested to adopt the resolution approving the revised Administrative Fee
Charge from 25% of total labor charges per hour (min. $13.00) to 15% of total labor charges
per hour (min. $13.00).
"
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION AMENDING RES. NO. 094-98 AMENDING THE ADMINISTRATIVE
FEE.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES:
The following fee is established for the remainder of year 1998:
Tvpe of Fee
Fee
Administrative Fee
15% of total labor charges per hour (min. $13.00)
Adopted by the City Council of the City of Andover on this 7th day of Julv, 1998.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey, Mayor
Victoria Volk, City Clerk
I ,
, , . Administrative Fee: 25% of total labor charges per hour (min. $13.00)
, Approval of Deeds:
Abstract Property $25.00
Torrens Property $40.00
Bad Check Fee $25.00
Cigarette License $75.00 per year
Copies: (per sheet)
Up to 8 1/2"x14" $0.25
Oversize $0.50
18"x24" $2.50
24"x36" $3.00
Larger Sizes $6.00
Copies of Surveys:
Up to 11 "x17" $5,00
Requested by Owner $1.00
Demolition Permits:
Single Family Structures $30.00
Two Family Structures $40.00
Single/Double Garages $10,00
Barns $10.00
/ .Multiple Family Structure
First Two Units $40.00
Each additional Unit $10.00
Commercial Units - minimum Fee $10,00
($2.00 per $100.00 Demolition Costs)
Dog License
One Year License $2.50
Two Year License $5.00
Commercial Kennel $150.00
Recording Fee:
Abstract $25.00
Torrens $40,00
Renewal $25.00
Private Kennel $25.00
False Alarm Fine $75.00
Fire Hydrant Use Meter Cost (deposit) plus standard water rates
Flood Zone Search $15.00
-
, Garbage Hauler License $50.00 per year + $25.00 per truck
I
Health Authority Certification $5.00
CITY OF ANDOVER
1998 Fee Schedule (amended)
FEES.xLS5/27/981 0:53 AM
Page 1
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
,
DATE: January 7, 1997
,
AGENDA SECTION
Non-Discussion Item
ORIGINATING DEPARTMENT
Scott Erickson,tbt
Engineering
ITEM NO.
Accept Petition/Order Feasibility Report!
98-16/Shadowbrook 4th Addition
3/,
The City Council is requested to approve the resolution declaring adequacy of petition and
ordering preparation of a feasibility report for the improvement of sanitary sewer, watermain,
street and storm sewer for Project 98-16, in the Shadowbrook 4th Addition area.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION DECLARING ADEQUACY OF PETITION AND ORDERING
PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENT OF
SANITARY SEWER. WATERMAIN. STREET AND STORM SEWER,
PROJECT NO. 98-16, IN THE SHADOWBROOK 4TH ADDITION AREA.
WHEREAS, the City Council has received a petition, dated June 24. 1998,
requesting the construction of improvements; and
WHEREAS, such petition has been validated to represent the signatures of
100% of the affected property owners requesting such improvement.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover that:
1. The petition is hereby declared to be 100% of owners of property affected,
, / thereby making the petition unanimous.
2, Escrow amount for feasibility report is $1,000.00
3. The proposed improvement is hereby referred to TKDA and they are
instructed to provide the City Council with a feasibility report.
MOTION seconded by Council member and adopted by the
City Council at a reqular meeting this 7th day of Julv , 19 98, with
Councilmembers
favor of the resolution, and Councilmembers
against, whereupon said resolution was declared passed.
voting in
voting
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
\ Victoria Volk - City Clerk
)
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RECEIVED
BUNKER~ LLC.
10738 Hanson Blvd.
Coon Rapids, MN 55433
..w 2 4 1998
CITY OF ANDOVER
June 23, 1998
Scott Erickson
City of Andover
1685 Crossto\W Blvd. NW
Andover, MN 55304
Dear Mr. Erickson:
Bunker, LLC. does hereby petition for improvements of water main, sanitary sewer,
storm sewer and street with concrete curb and gutter for Shadowbrook Phase IV. The
cost of the improvements to be assessed against the benefiting property,.described as:
Shadowbrook Phase IV
(said petition is unanimous and the public hearing may be waived)
We request that a feasibility report be prepared as soon as possible. We have enclosed a
check for $1000.00 for the expense of the report. The $1000.00 will be refunded upon
execution of 15% improvement escrow,
Sincerely,
/,'0~ Il~/L;
Mike Quigley /
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
\
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DATE: July 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Deduct Change Order/
3#.7-6/ShadoWbrook 2nd Addition
Scott Erickson,
Engineering
The City Council is requested to approve the resolution approving Change Order #1 (Deduct)
to Project 97-6, Shadowbrook 2nd Addition in the amount of $15,973.17.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION APPROVING CHANGE ORDER #....1. TO PROJECT NO.
97-6, SHADOWBROOK 2ND ADDITION.
WHEREAS, the City of Andover has a contract for Project No. 97-6 with
C.W. Houle, Inc. of Shoreview, MN.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to
hereby approve the change order to Project No. 97-6.
MOTION seconded by Councilmember
and adopted by the
,
City Council at a reqular meeting this 7th day of Julv, 19..Jlli.,
j with Councilmembers
voting in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
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CHANGE ORDER
J
TOLTZ, KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
Engineers-Architects-Planners
Saint Paul, MN June 18
19 98 Corom. No. 11273
Change Order No. 1
To C.W. Houle, Inc.
for Shadowbrook 2nd Addition, City Project 97-06
for City of Andover,' Minnesota
You are hereby directed to make the following change to your contract dated
September 2 , 19..22..... The change and the work affected thereby is
subject to all contract stipulations and covenants. This Change Order will decrease
the contract sum by Fifteen Thousand Nine Hundred Seventy-three
and _n_n__n____________ 17/100 Dollars.............. ($ 15,973.17 ) .
COMPENSATING CHANGE ORDER
This change order shows the actual quantities installed at the unit price bid
amounts (see attached itemization)
NET CHANGE =
$ (15,973.17)
/
Amount of Original Contract
Additions approved to date (Nos.
Deductions approved to date (Nos.
Contract amount to date
Amount of this Change Order (Deduct)
Revised Contract Amount
$
$
$
$
$
$
651,896.40
0.00
0.00
651,896.40
-15,973.17
635,923.23
Approved
City of Andover, MN
Owner
TOLTZ, KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
~
,--
By
Thomas D. Prew, P.E.
By
,
Approved
C.W. Houle, Inc.,
Contractor
Whi te - Owner
pink - Contractor
Blue - TKDA
/
By
CHANGE ORDER NO, 1 (COMPENSATING) TOLTZ, KING, DUVALL, ANDE
AND ASSOCIATES, INCORPC
SHADOWBROOK - 2NO ADDITION ENGINEERS-ARCHITECTS-P
CITY PROJECT 97-06
\ CITY OF ANDOVER, MINNESOTA
) COMMISSION NO, 11273
C, W, HOULE, INC.
ITEM QUANTITY UNIT NET
NO, DESCRIPTION QUANTITY UNIT TO DATE DIFFERENCE PRICE CHANGE
DIVISION 1
1 MOBILIZATION 1.00 LS 1,00 0.00 $ 7,700,00 $ 0_00
2 CONNECT TO EXIST. SANITARY SEWER 2,00 EA 2.00 0_00 $ 1,650,00 $ 0,00
3 12" PVC SDR 35 SANITARY SEWER 10-12' 106,00 LF 217.00 111.00 $ 16_60 $ 1,842.60
4 12' PVC SDR 35 SANITARY SEWER 12-14' 378,00 LF 707.00 329,00 $ 16.60 $ 5,461.40
5 12" PVC SDR 35 SANITARY SEWER 14.16' 571.00 LF 273.00 .298.00 $ 19.60 -$ 5,840_80
6 12" PVC SDR 35 SANITARY SEWER 16-18' 387.00 LF 312_00 -75.00 $ 22,60 - $ 1,695.00
710. PVC SDR 35 SANITARY SEWER 12-14' 704.00 LF 876,00 172.00 $ 15.45 $ 2,657.40
810" PVC SDR 35 SANITARY SEWER 14-16' 172.00 LF 0_00 -172,00 $ 16.45 - $ 2,829.40
98" PVC SDR 35 SANITARY SEWER 10-12' 860_00 LF 1111.00 251.00 $ 13,35 $ 3,350_85
108" PVC SDR 35 SANITARY SEWER 12-14' 984_00 LF 789.00 -175.00 $ 13_35 - $ 2,336_25
11 8. PVC SDR 35 SANITARY SEWER 14-16' 75.00 LF 0_00 -75.00 $ 16.35 -$ 1,226_25
12 STANDARD 4' DIA_ MANHOLE 10' DEPTH 30,00 EA 30_00 0,00 $ 1,200_00 $ 0,00
13 EXTRA DEPTH 4' DIA_ MANHOLE OVER 10' 93,65 LF 94.81 1.16 $ 66.00 $ 76,56
14 EXTERNAL RUBBER SEALING WRAP/MH 17.00 EA 7,00 -10.00 $ 130_00 - $ 1,300.00
154" ON 12" PVC SDR 35 WYE BRANCHES 29_00 EA 28_00 .1,00 $ 83.00 - $ 83_00
164" ON 10" PVC SDR 35 WYE BRANCHES 13,00 EA 11.00 .2.00 $ 66_00 - $ 132.00
174' ON 8' PVC SOR 35 WYE BRANCHES 35,00 EA 37.00 2.00 $ 34,00 $ 68,00
184" PVC SDR 26 SERVICE PIPE 2690,00 LF 2638.00 .52_00 $ 5,75 - $ 299,00
194" PVC SDR 26 VERT. SERVICE CLEANOUT 77.00 LF 76_00 -1.00 $ 43.00 - $ 43.00
20 SPEC. FOUND. FOR STABILIZING TRENCH 500.00 LF 0.00 -500.00 $ 0.Q1 -$ 5.00
21 TELEVISING SANITARY SEWER MAINS 4217.00 LF 4285.00 68.00 $ 0.60 $ 40.80
- $ 2,292,09
DIVISION II
1 CONNECT TO EXIST, WATERMAIN 3_00 EA 3,00 0_00 $ 480,00 $ 0,00
26' DIP CLASS 50 WATERMAIN 8'.0" 1061,00 LF 1108.00 47,00 $ 10,60 $ 498,20
3 8" DIP CLASS 50 WATERMAIN 8'.0" 4182_00 LF 4164,00 .18_00 $ 12,70 - $ 228,60
4 12' DIP CLASS 50 WATERMAIN 7'-6' 1657.00 LF 1667.00 10,00 $ 19,15 $ 191,50
56" MJ RESILIENT SEAT GATE VALVE 14,00 EA 14.00 0,00 $ 460.00 $ 0,00
6 8" MJ RESILIENT SEAT GATE VALVE 9.00 EA 10,00 1.00 $ 600.00 $ 600_00
712" MJ BUTTERFLY VALVE WNALVE BOX 3,00 EA 3_00 0,00 $ 830_00 $ 0,00
8 6' MJ HUB HYDRANT, 8'-6' BURY 12.00 EA 12.00 0,00 $ 1,200.00 $ 0,00
9 1" TYPE "k" COPPER TAP SERVICE 3222,00 LF 3224.00 2,00 $ 6_65 $ 13,30
101" CORPORATION STOP 88.00 EA 88_00 0_00 $ 28,00 $ 0,00
11 1" CORP. STOP WITH SADDLE ON 6" WM 13_00 EA 13.00 0,00 $ 55,00 $ 0,00
12 1. CURB STOP WITH CURB BOX 101.00 EA 101.00 0,00 $ 71.00 $ 0,00
13 MJ DIP COMPACT FITTINGS 4395,00 LBS 3876_00 -519,00 $ 2,20 - $ 1,141.80
14 TRENCH STABILIZATION ROCK 350_00 LF 0,00 -350,00 $ 0,01 -$ 3,50
- $ 70,90
DIVISION III
1 REMOVE EXISTING BULKHEAD 1.00 EA 1.00 0,00 $ 550,00 $ 0,00
2 12" RCP CLASS 5 STORM SEWER. 697,00 LF 715_00 18,00 $ 15.90 $ 286,20
3 15" RCP CLASS 5 STORM SEWER PIPE 885,00 LF 917.00 32.00 $ 17.50 $ 560,00
418' RCP CLASS 3 STORM SEWER PIPE 181.00 LF 180.00 -1.00 $ 19,30 -$ 19,30
521" RCP CLASS 3 STORM SEWER PIPE 85_00 LF 78.00 -7,00 $ 21.50 -$ 150_50
6 24' RCP CLASS 3 STORM SEWER PIPE 477.00 LF 478,00 1.00 $ 23.30 $ 23.30
7 30" RCP CLASS 3 STORM SEWER PIPE 971.00 LF 962.00 -9.00 $ 33.30 -$ 299,70
8 33. RCP CLASS 3 STORM SEWER PIPE 95.00 LF 89,00 -6,00 $ 42_00 - $ 252,00
, 9 12. RC FLARED END SECTION 3_00 EA 3.00 0.00 $ 580_00 $ 0,00
, 10 15" RC FLARED END SECTION 1.00 EA 1.00 0.00 $ 630.00 $ 0,00
/
11 30. FLARED END SECTION 1.00 EA 1.00 0.00 $ 1,130_00 $ 0,00
12 33' RC FLARED END SECTION 1.00 EA 1.00 0.00 $ 1,280_00 $ 0.00
13 CON ST. CONE TYPE CATCH BASIN/SUMP 12.00 EA 13_00 1,00 $ 860_00 $ 860_00
14 CON ST. STAND. 4' DIA. CB/MH WITH SUMP 8.00 EA 7.00 -1_00 $ 1,150,00 - $ 1,150.00
15 CONST. STAND. 5' DIA. CB/MH WITH SUMP 4,00 EA 4.00 0,00 $ 1,680_00 $ 0,00
16 CONST 4' DIA. STORM SEWER MANHOLE
8.00 EA
8.00
0,00 $
895,00 $
0.00
" ITEM QUANTITY UNIT AMOUNT
) NO. DESCRIPTION QUANTITY UNIT TO DATE PRICE TO DATE
.
17 CON ST. 5' DIA. STORM SEWER MN/STEP 5.00 EA 5.00 0.00 $ 1,480.00 $ 0.00
18 CLASS II HAND PLACED RIP RAP 29.30 CY 47.60 18.30 $ 51.00 $ 933.30
19 GRANULAR FILTER MATERIAL 21.80 CY 26.40 4.60 $ 38,00 $ 174.80
20 GEOTEXTILE FILTER FABRIC 87.70 SY 87.70 0.00 $ 3,00 $ 0.00
21 TOPSOIL 21.00 CY 0.00 .21.00 $ 8.50 - $ 178.50
22 SILT FENCE 210.00 LF 210.00 0.00 $ 1.80 $ 0.00
23 SEEDING, INC. FERTILIZER AND MULCH 180.00 SY 0.00 -180,00 $ 4,00 -$ 720.00
24 OUTLET CONTROL STRUCTURE 4" PIPES 1.00 EA 1.00 0.00 $ 1,700.00 $ 0.00
25 CONST, POND BERM A POSITIVE OUTFLOW 1.00 EA 1.00 0,00 $ 800.00 $ 0.00
$ 67.60
DIVISION IV
1 REM/D1S. EXISTING BITUMINOUS PVMT 9.00 SY 80.00 71.00 $ 10,00 $ 710.00
2 SAW CUT EXISTING BITUMINOUS PVMT 84.00 LF 84.00 0.00 $ 4.00 $ 0.00
3 ADJUST EXIST. MANHOLES/GOLDENROD' 5.00 EA 5.00 0.00 $ 210.00 $ 0.00
4 COMMON EXCAVATION 1568.00 CY 2250,00 682.00 $ 1.30 $ 886,60
5 GRANULAR BORROW 1568.00 CY 0.00 -1568.00 $ 0.01 -$ 15.68
6 SUR. CONCRETE CURB/GUTTER 10518.00 LF 10438.00 -80.00 $ 5.86 -$ 468.80
7 B618 CONCRETE CURB AND GUTTER 764.00 LF 908.00 144.00 $ 6.76 $ 973.44
8 AGGREGATE BASE CLASS 5 5257.00 TN 5114.67 -142.33 $ 6.36 -$ 905.22
9 SUBGRADE PREPARATION 56.60 RS 56,60 0.00 $ 85,00 $ 0.00
10 BITUMINOUS WEAR COURSE MIX, TYPE 41 3225.00 TN 2974.64 .250.36 $ 25.80 - $ 6,459,29
11 ROADSIDE SEEDING 3,83 AC 0.00 .3.83 $ 750.00 . $ 2,872.50
- S 8,151.45
DIVISION V
1 CLEAR TREES 15.00 EA 0.00 -15.00 $ 20,00 . $ 300.00
2 GRUB TREES 15.00 EA 0.00 -15.00 $ 20.00 -$ 300.00
" 3 COMMON EXCAVATION 1330.00 CY 113.33 -1216.67 $ 1.50 - $ 1,825.01
4 GRANULAR BORROW 200.00 CY 0.00 -200.00 $ 0.01 -$ 2.00
5 AGGREGATE BASE CLASS 5 193.00 TN 192.11 .0.89 $ 8.66 -$ 7.71
6 TOPSOIL BORROW (LV) 45.00 CY 0.00 -45.00 $ 8.50 - $ 382.50
7 BITUMINOUS WEAR COURSE MIX, TYPE 41 89.00 TN 60.59 -28.41 $ 32.00 -$ 909.12
8 SEEDING MN/DOT 2575 0.10 AC 0.00 -0.10 $ 6,000,00 -$ 600.00
9 SEEDING, MN/DOT MIXTURE NO. 600 400.00 SY 0,00 -400.00 $ 3.00 -$ 1,200.00
- $ 5,526.33
TOTAL DIVISIONS I, II, III, IV, V
. S 15,973.17
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
"
J
DATE: Julv 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Final PaymenU97-6/
Shadowbrook 2nd Addition
oct,
Scott Erickson,<J~
Engineering
The City Council is requested to approve the resolution accepting work and directing final
payment for Project 97-6, for Shadowbrook 2nd Addition.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
, j
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
C.W. HOULE, INC. FOR PROJECT NO. 97-6 FOR THE IMPROVEMENT OF
SHADOWBROOK 2ND ADDITION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
September 2, 1997, C.W. Houle. Inc. of Shoreview, MN, has satisfactorily
completed the construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
., receipt in full.
_/
MOTION seconded by Councilmember
and adopted by the
City Council at a reqular meeting this 7th day of.1!!k, 19.Jlli.., with
Councilmembers
voting in favor of
the resolution, and Councilmembers
voting
against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J,E. McKelvey - Mayor
Victoria Volk - City Clerk
,
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TKDA
TOLTZ. KING. DUVALL. ANDERSON
AND ASSOCIATES, INCORPORATED
ENGINEERS. ARCHITECTS. PLANNERS
1500 PIPER JAFFRAY PlAZA
444 CEDAR STREET
SAINT PAUL, MINNESOTA 55101.2140
PHONE:6121292.44OQ FAX:612/292-0083
I
Comm. No. 11273
Cert. No.
4 (FINAL) St. Paul, MN,
June 18
, 19---2L
To
City of Andover. Minnesota
Owner
This Certifies that
c. W. Houle. Inc..
, Contractor
For Shadowbrook - 2nd Addition, City Proiect 97-06
Is entitled to Five Thousand and - - - - - - - - - - - - - - - -- - - - _ _ noll 00 Dollars................. ($
5.000,00
)
being 4th (Final)
estimate for partial payment on contract with you dated
September 2
, 19-21....
Received payment in full of above Certificate.
CONTRACTOR
, 19
TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INC.
ENGINE~~. ERS
~_/
~e>; .<- ~
Thomas D. Prew, P.E.
June 18, 1998
RECAPITULATION OF ACCOUNT
" CONTRACT
/ PLUS EXTRAS PAYMENTS CREDITS
Contract price plus extras 651,896.40
All previous payments $ 630,923.23
All previous credits
Extra No.Chan2:e Order No. I (Compensatin2:) (15,973.17)
" "
" "
" "
" "
Credit No.
" "
" "
.. "
" "
AMOUNT OF THIS CERTIFICATE 5,000.00
Totals 635,923.23 635,923,23
Credit Balance
There will remain unpaid on contract after
"yment of this Certificate -
1/ I 635,923.23 II 635,923.23 II I
An Equal Opportunity Employer
TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED
Engineers-Architects-Planners Saint Paul, Minnesota 55101
PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS
Estimate
Project
Location'
Contractor
(FINAL)
No.4 Period Ending June 18
S~wbrook 2nd Addition (97-06)
City of Andover, Minnesota
C. W. Houle, Inc.
19 98 Page 1 of 1 Comrn. No. 11273
Original Contract Amount
$ 651,896.40
Total Contract Work Completed $ 635,923.23
Total Approved Credits $ 0.00
Total Approved Extra Work Completed $ 0.00
Approved Extra Orders Amount Completed $ 0.00
, / Total Amount Earned This Estimate $ 635,923.23
Less Approved Credits
Less % Retained
Less Previous Payments
Total Deductions
$
$
$
0.00
0.00
630,923.23
$
630,923.23
Amount Due This Estimate
$
5,000.00
Contractor
Eng~~~
Date
\
)
Date
6./'1.9<3
ESTIMATE NO, 4 (FINAL) TOLTZ. KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
SHADOWBROOK - 2ND ADDITION ENGiNEERS-ARCHiTECTS-PLANNERS
CITY PROJECT 97-06
CITY OF ANOOVER, MINNESOTA
, COMMISSION NO. 11273
C, W. HOULE, INC.
ITEM QUANTITY UNIT AMOUNT
NO. DESCRIPTION QUANTITY UNIT TO DATE PRICE TO DATE
DIVISION 1
1 MOBILIZATION 1.00 LS 1.00 $ 7,700.00 $ 7,700.00
2 CONNECT TO EXIST. SANITARY SEWER 2.00 EA 2.00 $ 1,650,00 $ 3,300.00
312" PVC SDR 35 SANITARY SEWER 10-12' 106.00 LF 217.00 S 16.60 $ 3,602.20
4 12" PVC SDR 35 SANITARY SEWER 12-14' 378.00 LF 707.00 $ 16.60 $ 11,736.20
512" PVC SDR 35 SANITARY SEWER 14-16' 571.00 LF 273,00 $ 19.60 $ 5,350.80
6 12" PVC SDR 35 SANITARY SEWER 16-18' 387.00 LF 312.00 $ 22.60 $ 7,051.20
7 10' PVC SDR 35 SANITARY SEWER 12-14' 704.00 LF 876.00 $ 15.45 $ 13,534.20
8 10" PVC SDR 35 SANITARY SEWER 14-16' 172.00 LF 0.00 $ 16.45 $ 0.00
98" PVC SOR 35 SANITARY SEWER 10-12' 860,00 LF 1111,00 $ 13.35 $ 14,831,85
108" PVC SDR 35 SANITARY SEWER 12-14' 964.00 LF 789.00 $ 13.35 $ 10,533.15
11 8" PVC SOR 35 SANITARY SEWER 14-16' 75.00 LF 0.00 $ 16.35 $ 0.00
12 STANDARD 4' DIA. MANHOLE 10' DEPTH 30.00 EA 30,00 $ 1,200,00 $ 36,000.00
13 EXTRA DEPTH 4' DIA. MANHOLE OVER 10' 93,65 LF 94.81 $ 66.00 $ 6,257.46
14 EXTERNAL RUBBER SEALING WRAPIMH 17.00 EA 7.00 $ 130.00 $ 910.00
154' ON 12" PVC SDR 35 WYE BRANCHES 29.00 EA 28,00 S 83.00 $ 2,324.00
164" ON 10" PVC SDR 35 wyE BRANCHES 13,00 EA 11.00 $ 66.00 $ 726.00
174' ON 8" PVC SDR 35 WYE BRANCHES 35.00 EA 37,00 $ 34.00 $ 1,258.00
184" PVC SDR 26 SERVICE PIPE 2690.00 LF 2638,00 $ 5.75 $ 15,168.50
194" PVC SDR 26 VERT. SERVICE CLEANOUT 77.00 LF 76.00 $ 43.00 $ 3,268.00
20 SPEC. FOUND. FOR STABILIZING TRENCH 500,00 LF 0.00 $ 0.01 $ 0.00
I 21 TELEVISiNG SANITARY SEWER MAINS 4217.00 LF 4285,00 $ 0.60 $ 2,571.00
, /
$ 146,122.56
DIVISION II
1 CONNECT TO EXIST. WATERMAIN 3,00 EA 3.00 S 480.00 $ 1,440.00
2 6' DIP CLASS 50 WATERMAIN 8'-0" 1061,00 LF 1108,00 S 10,60 $ 11,744.80
38' DIP CLASS 50 WATERMAIN 8'-0" 4182.00 LF 4164.00 S 12,70 $ 52,882.80
4 12" DIP CLASS 50 WATERMAIN 7'-6" 1657,00 LF 1667,00 S 19,15 $ 31,923,05
5 6" MJ RESILIENT SEAT GATE VALVE 14.00 EA 14,00 S 460,00 S 6,440.00
68' MJ RESILIENT SEAT GATE VALVE 9,00 EA 10,00 S 600,00 $ 6,000,00
712' MJ BUTTERFLY VALVE WNALVE BOX 3,00 EA 3,00 S 830.00 $ 2,490.00
8 6' MJ HUB HYDRANT, 8'-6" BURY 12.00 EA 12,00 S 1,200,00 $ 14,400.00
9 l' TYPE 'k' COPPER TAP SERViCE 3222.00 LF 3224,00 S 6,65 $ 21,439.60
10 l' CORPORATION STOP 88,00 EA 88,00 S 28.00 $ 2,464.00
11 1" CORP. STOP WITH SADDLE ON 6" WM 13.00 EA 13.00 $ 55,00 $ 715.00
12 1" CURB STOP WITH CURB BOX 101.00 EA 101.00 S 71.00 $ 7,171,00
13 MJ DIP COMPACT FITTINGS 4395.00 LBS 3876,00 $ 2.20 $ 8,527.20
14 TRENCH STABILIZATION ROCK 350,00 LF 0,00 S 0.01 $ 0,00
$ 167,637.45
DIVISION III
1 REMOVE EXISTING BULKHEAD 1,00 EA 1,00 S 550,00 $ 550,00
212" RCP CLASS 5 STORM SEWER 697,00 LF 715,00 S 15.90 $ 11,368,50
315" RCP CLASS 5 STORM SEWER PiPE 885.00 LF 917,00 $ 17,50 $ 16,047,50
4 18" RCP CLASS 3 STORM SEWER PIPE 181.00 LF 180.00 $ 19.30 $ 3,474,00
521" RCP CLASS 3 STORM SEWER PIPE 85.00 LF 78,00 $ 21.50 $ 1,677.00
6 24' RCP CLASS 3 STORM SEWER PIPE 477.00 LF 478,00 $ 23,30 $ 11,137.40
7 30" RCP CLASS 3 STORM SEWER PIPE 971,00 LF 962,00 $ 33.30 $ 32,034,60
8 33" RCP CLASS 3 STORM SEWER PIPE 95.00 LF 89,00 $ 42,00 $ 3,738.00
9 12" RC FLARED END SECTION 3.00 EA 3,00 $ 580,00 $ 1,740,00
10 15. RC FLARED END SECTION 1.00 EA 1,00 $ 630.00 $ 630,00
11 30' FLARED END SECTION 1,00 EA 1,00 $ 1,130,00 $ 1,130.00
12 33" RC FLARED END SECTION 1.00 EA 1,00 $ 1,280.00 $ 1,280,00
13 CONST. CONE TYPE CATCH BASIN/SUMP 12,00 EA 13,00 $ 860,00 $ 11,180.00
14 CON ST. STAND. 4' DIA. CB/MH WITH SUMP 8.00 EA 7,00 $ 1,150.00 $ 8,050,00
15 CON ST. STAND. 5' DIA. CB/MH WITH SUMP 4.00 EA 4.00 $ 1,680.00 $ 6,720.00
16 CONST 4' DIA. STORM SEWER MANHOLE 8.00 EA 8.00 $ 895.00 $ 7,160.00
ITEM QUANTITY UNIT . AMOUNT
\ NO. DESCRIPTION QUANTITY UNIT TO DATE PRICE TO DATE
--. j
17 CON ST. 5' DIA. STORM SEWER MN/STEP 5.00 EA 5.00 $ 1,480.00 $ 7,400.00
18 CLASS II HAND PLACED RIP RAP 29.30 CY 47.60 $ 51.00 $ 2,427.60
19 GRANULAR FILTER MATERIAL 21.80 CY 26.40 $ 38.00 $ 1,003.20
20 GEOTEXTILE FILTER FABRIC 87.70 SY 87.70 $ 3.00 $ 263.10
21 TOPSOIL 21.00 CY 0.00 $ 8.50 $ 0.00
22 SILT FENCE 210.00 LF 210.00 $ 1.80 $ 378.00
23 SEEDING, INC. FERTILIZER AND MULCH 180.00 SY 0.00 $ 4,00 $ 0.00
24 OUTLET CONTROL STRUCTURE 4. PIPES 1.00 EA 1.00 $ 1.700,00 $ 1,700.00
25 CONST. POND BERM A POSITIVE OUTFLOW 1.00 EA 1.00 $ 800.00 $ 800.00
$ 131,888.90
DIVISION IV
1 REM/DIS. EXISTING BITUMINOUS PVMT 9.00 SY 80.00 $ 10.00 $ 800.00
2 SAW CUT EXISTING BITUMINOUS PVMT 84.00 LF 84,00 $ 4.00 $ 336.00
3 ADJUST EXIST. MANHOLES/GOLDENROD 5.00 EA 5,00 $ 210.00 $ 1,050.00
4 COMMON EXCAVATION 1568.00 CY 2250,00 $ 1.30 $ 2,925.00
5 GRANULAR BORROW 1568,00 CY 0.00 $ 0.Q1 $ 0.00
6 SUR. CONCRETE CURB/GUTTER 10518.00 LF 10438,00 $ 5.86 $ 61,166,68
7 B618 CONCRETE CURB AND GUTTER 764.00 LF 908,00 $ 6.76 $ 6,138,08
8 AGGREGATE BASE CLASS 5 5257.00 TN 5114.67 $ 6.36 $ 32,529.30
9 SUBGRADE PREPARATION 56.60 RS 56,60 $ 85.00 $ 4,811.00
10 BITUMINOUS WEAR COURSE MIX, TYPE 41 3225.00 TN 2974,64 $ 25.80 $ 76,745.71
11 ROADSIDE SEEDING 3,83 AC 0.00 $ 750.00 $ 0,00
$ 186,501,77
DIVISION V
1 CLEAR TREES 15.00 EA 0.00 $ 20.00 $ 0.00
2 GRUB TREES 15,00 EA 0.00 $ 20.00 $ 0,00
3 COMMON EXCAVATION 1330,00 CY 113.33 $ 1.50 $ 170.00
\ , 4 GRANULAR BORROW 200.00 CY 0.00 $ 0.Q1 $ 0.00
/ 5 AGGREGATE BASE CLASS 5 193.00 TN 192.11 $ 8.66 $ 1,663.67
6 TOPSOIL BORROW (LV) 45.00 CY 0.00 $ 8.50 $ 0.00
7 BITUMINOUS WEAR COURSE MIX, TYPE 41 89,00 TN 60.59 $ 32.00 $ 1,938,88
8 SEEDING MN/DOT 2575 0.10 AC 0,00 $ 6,000.00 $ 0.00
9 SEEDING, MN/DOT MIXTURE NO. 600 400.00 SY 0.00 $ 3.00 $ 0.00
$ 3,772.55
TOTAL DIVISIONS r, II, '", IV, V
$ 635.923.23
/
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
"\
)
DATE: Julv 7,1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Final Payments/96-15/Public Works Expansion/St. Paul Linoleum, Grazzini
Brothers & Co., Am. Structural Steel, Fabcon Inc., Reliance Electrical
~D,
Scott Erickson, &f.
Engineering
The City Council is requested to approve the resolutions accepting work and directing final
payments for Project 96-15, Public Works Expansion, for St. Paul Linoleum, Grazzini
Brothers & Co., Am. Structural Steel, Fabcon Inc. & Reliance Electrical. '
"
" /
-"'\
/
,
, )
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES, NO,
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
ST. PAUL LINOLEUM FOR PROJECT NO. 96-15 FOR THE
IMPROVEMENT OF PUBLIC WORKS EXPANSION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
Julv 16. 1997, St. Paul Linoleum of Eaaan. MN, has satisfactorily completed
the construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
\ receipt in full,
)
MOTION seconded by Councilmember
and adopted by the
City Council at a reaular meeting this 7th day of ~, 19-.mL, with
Councilmembers voting in favor of
the resolution, and Councilmembers
voting
against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
,
/
\
, )
. "
/
j
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
GRAZZINI BROTHERS & CO. FOR PROJECT NO. 96-15 FOR THE
IMPROVEMENT OF PUBLIC WORKS EXPANSION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
Julv 16. 1997, Grazzini Brothers & Co, of Bloominaton, MN, has
satisfactorily completed the construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
receipt in full.
MOTION seconded by Councilmember
and adopted by the
City Council at a reaular meeting this 7th day of ...J!!!y" 19....illL, with
Councilmembers
voting in favor of
the resolution, and Councilmembers
voting
against, whereupon said resolution was passed,
CITY OF ANDOVER
ATTEST:
J,E. McKelvey - Mayor
Victoria Volk - City Clerk
\
, )
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
AMERICAN STRUCTURAL STEEL FOR PROJECT NO. 96-15 FOR THE
IMPROVEMENT OF PUBLIC WORKS EXPANSION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
Mav 20, 1997, American Structural Steel of Huqo, MN, has satisfactorily
completed the construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
\ receipt in full.
j
\,
/
MOTION seconded by Councilmember
and adopted by the
City Council at a reqular meeting this 7th day of ..4!!!y" 19.Jlli., with
Councilmembers
voting in favor of
the resolution, and Councilmembers
voting
against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J,E. McKelvey - Mayor
Victoria Volk - City Clerk
, )
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
FABCON INC. FOR PROJECT NO. 96-15 FOR THE IMPROVEMENT OF
PUBLIC WORKS EXPANSION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
May 20, 1997, Fabcon Inc. of Savaqe, MN, has satisfactorily completed the
construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
, receipt in full.
,)
MOTION seconded by Councilmember
and adopted by the
City Council at a reqular meeting this 7th day of ..4!Jly" 19..Jill.., with
Councilmembers
voting in favor of
the resolution, and Councilmembers
voting
against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
,
)
"
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
)
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
RELIANCE ELECTRICAL FOR PROJECT NO. 96-15 FOR THE
IMPROVEMENT OF PUBLIC WORKS EXPANSION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
Julv 16. 1997, Reliance Electrical of Zimmerman. MN, has satisfactorily
completed the construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
receipt in full.
, /
MOTION seconded by Councilmember
and adopted by the
City Council at a reaular meeting this 7th day of...J!!jy" 19~, with
Councilmembers
voting in favor of
the resolution, and Councilmembers
voting
against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
"
/'
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
,
, /
DATE: Julv 7,1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Balancing Change Order/
97 -5/Woodland Estates
~/.
Scott Erickson,l.tlt
Engineering
The City Council is requested to approve the resolution approving Change Order #1 (Deduct)
to Project 97-5, Woodland Estates in the amount of $46,481.33.
,
)
,
)
'\
/
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION APPROVING CHANGE ORDER #-1- TO PROJECT NO.
97-5, WOODLAND ESTATES.
WHEREAS, the City of Andover has a contract for Project No. 97-5 with
Rvan Contractinq of Shakooee, MN,
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to
hereby approve the change order to Project No. 97-5.
MOTION seconded by Councilmember
and adopted by the
City Council at a reqular meeting this 7th day of Julv, 19~,
./
with Councilmembers
voting in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was passed,
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
,
/
CHANGE ORDER
.I
TOLTZ, KING, DUVALL. ANDERSON
AND ASSOCIATES, INCORPORATED
Engineers-Architects-Planners
Saint Paul. MN June 4
19 98
Corom. No. 11272
Change Order No. 1
To Ryan Contracting, Inc.
for Woodland Estates Utility and Street Improvements
for City of Andover. Minnesota
You are hereby directed to make the following change to your contract dated
June 3 ,19~. The change and the work affected thereby is
subject to all contract stipulations and covenants. This Change Order will
(incrcuGc) (decrease) (not changc) the contract sum by Forty-six Thousand
Four Hundred Eighty-one and 33/100..................... ($ 46.481.33 ).
COMPENSATING CHANGE ORDER
This change order shows the actual quantities installed at the unit price bid
amounts (see attached itemization) :
NET CHANGE =
$ (46.481.33)
/
Amount of Original Contract
Additions approved to date (Nos.
Deductions approved to date (Nos.
Contract amount to date
Amount of this Change Order (Add)
Revised Contract Amount
$ 1,291.058.53
$ 0.00
$ 0.00
$ 1.291,058.53
$ -46.481.33
$ 1,244.577.20
Approved
City of Andover, MN
Owner
TOLTZ, KING, DUVALL, ANDERSON
~~::N~
omas D. Prew. P.E.
By
cr( () r-
White - Owner
Contractor pink - Contractor
Blue - TKDA
Inc. ,
/
By
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
\
J
DATE: Julv 7.1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,l.,
Engineering
ITEM NO.
Approve Final PaymenU97 -5/
Woodland Estates
451.
The City Council is requested to approve the resolution accepting work and directing final
payment for Project 97-5, for Woodland Estates.
, J
\
/
\
)
" /
\
/
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
RYAN CONTRACTING FOR PROJECT NO. 97-5 FOR THE IMPROVEMENT
OF WOODLAND ESTATES.
WHEREAS, pursuant to a written contract signed with the City of Andover on
June 3. 1997, Rvan Contractinq of Shakopee, MN, has satisfactorily
completed the construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed is hereby accepted and approved; and
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby
directed to issue a proper order for the final payment, reimbursing the contractor's
receipt in full.
MOTION seconded by Councilmember
and adopted by the
City Council at a reqular meeting this 7th day of ...4!!lY., 19...m;L, with
Councilmembers voting in favor of
the resolution, and Councilmembers
voting
against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J,E. McKelvey - Mayor
Victoria Volk - City Clerk
f"t-I',,)OVV -
TKDA
TOLTZ, KING. DUVALL. ANDERSON
AND ASSOCIATES, INCORPORATED
ENGINEERS. ARCHITECTS. PLANNERS
1500 PIPER JAFFRAY PLAZA
444 CEDAR STREET
SAINT PAUL, MINNESOTA 55101.2140
PHONE,6121292-4400 FAK6121292.00B3
, Comm. No, 11272
Cert. No.
6 (FINAL) St. Paul, MN,
June 4.
, 19-2.L
To
City of Andover. Minnesota
Owner
This Certifies that
Ryan Contracting. Inc.
, Contractor
For Woodland Estates Utility and Street Improvements (City Proiect 97-05)
Is entitled to Seventy-seven Thousand One Hundred Ninety-eight and 08/1 00--------------------------- ($77.198.08 )
FINAL
being 6th estimate for partial payment on contract with you dated June 3 , 19----2L.
..
TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INC.
~:~~
Thomas D. Prew, P.E.
June 4, 1998
RECAPITULATION OF ACCOUNT
of above Certificate.
t'T' ,..,
I~
y
TRACTOR cT1t
, 19~
/
CONTRACT
PLUS EXTRAS PAYMENTS CREDITS
Contract price plus extras 1,291.058.53
All previous pavments $ 1,167.379.12
All previous credits
Extra No. Change Order No_ 1 (Compensating) (46.481.33)
" "
" "
" "
" "
Credit No.
" "
" "
" "
" "
AMOUNT OF THIS CERTIFICATE 77,198,08
Totals 1,244.577.20 1,244.577.20
Credit Balance
There will remain unpaid on contract after
pavment of this Certificate -
I 1,244.577.20 II 1,244,577.20 II I
An Equal Opponunity Employer
TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED
Engineers-Architects-Planners Saint Paul, Minnesota 55101
/
PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS
"
Estimate
Project
Location
Contractor
FINAL
No.~ Period Ending Mav 31
Woodland Estates Utilitv And
Citv of Andover. Minnesota
Rvan Contractinq, Inc.
, 1998 Page 1 of 1 Corom. No. 11272
Street Imo. (97-05) Original Contract Amount
$ 1.291.058.53
Total Contract Work Completed
Total Approved Credits
Total Approved Extra Work Completed
Approved Extra Orders Amount Completed
$
$ 1,244,577.20
$ 0,00
0.00
$ 0.00
$ 1,244,577.20
Total Amount Earned This Estimate
Less Approved Credits
Less 0 % Retained
Less Previous Payments
Total Deductions
$
$
$
0.00
0.00
. J
1,167,379.12
$
1,167,379.12
Amount Due This Estimate
$
77,198.08
Date
~ -- 8 ~ f:!
k~~ Y'70
Date
,
ESTIMATE NO.6 (FINAL)
WOODLAND ESTATES TOLTZ, KING, DUVALL, ANDERSON
UTILITY AND STREET IMPROVEMENTS AND ASSOCIATES, INCORPORATED
CITY PROJECT 97-05 ENG INEERS-ARCHITECTS-PLANNERS
CITY OF ANDOYER, MINNESOTA
COMMISSION NO. 11272
"
I
ITEM QUANTITY UNIT AMOUNT I
NO. DESCRIPTION QUANTITY UNIT TO DATE PRICE TO DATE
.
DIVISION I - SANITARY SEWER 1
I ,
1 i MOBILIZATION, MN/DOT 2021 1.00 LS i./ 1.00, $ 28,000.00 $ 28,000.00
2:CONNECT TO EXIST. SANITARY SEWER 'c- 1.00 EA ,/ 1,00 $ 25,000.00 $ 25,000.00
310" PVC SDR 35 SANITARY SEWER 0-10' 124.00 LF . j 120.00 $ 16.00 . $ 1,920.00
410" PVC SDR 35 SANITARY SEWER 10-12' 57.00 LF ' I 102.00 $ 16.00 $ 1,632.00
510" PVC SDR 35 SANITARY SEWER 12-14' 83.00 LF . , 80.00 $ 16.00 $ 1,280,00
6' 10" PVC SDR 35 SANITARY SEWER 14-16' 324.00 . LF ' I 292.00 $ 16.00 $ 4,672.00
7'10" PVC SDR 35 SANITARY SEWER 16-18' 661.00 LF I 663.00 $ 16.00 $ 10,608.00
8.10" PVC SDR 35 SAN IT ARY SEWER 18-20' 645.00 LF J 665.00 $ 26.00 $ 17,290.00
9'10" PYC SDR 35 SANITARY SEWER 20-22' 300.00 LF . / 281.00 $ 28.00 $ 7,868.00
10 10" PVC SDR 35 SANITARY SEWER 22-24' 178.00 LF / 178.00 $ 30.00 . $ 5,340.00
1110" PVC SDR 35 SANITARY SEWER 24-26' 161.00 LF . I 161.00 $ 38.00 $ 6,118.00
12'10" PVC SDR 35 SANITARY SEWER 26-28' 43.00 LF I 43.00, $ 42.00 $ 1,806.00
13110" PVC SDR 26 SANITARY SEWER 26-28' 131.00 LF , 131,00 $ 43.00 $ 5,633.00
14'10" PVC SDR 26 SANITARY SEWER 28-30' 64.00 LF ., 64.00 $ 48.00 $ 3,072.00
158" PVC SDR 35 SANITARY SEWER 0-10' 2052.00 LF J 1797.00 $ 15.80 $ 28,392.60
168" PVC SDR 35 SANITARY SEWER 10-12' 2754.00 LF . 4 2463.00 $ 15.80 . $ 38,915.40
178" PVC SDR 35 SANITARY SEWER 12-14' 1063.00 LF J 1520.00 $ 15.80 $ 24,016.00
188" PVC SDR 35 SANITARY SEWER 14-16' . 566.00 LF .; 468.00 $ 15,80 $ 7,394.40
198"PVC SDR 35 SANITARY SEWER 16-18' 258.00 LF ./ 386.00 $ 15.80 $ 6,098.80
20'8" PVC SDR 35 SANITARY SEWER 18-20' 120.00 LF . .; 169.00 $ 25.00 $ 4,225.00
21 8" PVC SDR 35 SANITARY SEWER 20-22' 50.00 LF J 55.00 $ 27.30 $ 1,501,50
228" DIP CLASS 50 SANITARY SEWER 10-12' 40.00 LF v' 40.00 $ 30.00 $ 1,200.00
2318" DIP CLASS 50 SANITARY SEWER 16-18' 20.00 LF I j 20.00 $ 45.00 ' $ 900,00
244' DIAMETER MANHOLE 10' DEPTH 44.00 EA . J 44.00: $ 1,450.00 . $ 63,800.00
25 EXTRA DEPTH 4' DIA. MANHOLE OVER 10' . 122.00' LF v' 143.11 $ 68.00 $ 9,731.48
268" DIP OUTSIDE DROP SECTION 3.00 EA , / 3.00 $ 1,650.00 $ 4,950.00
274" ON 10" PVC SDR 35 WYE BRANCHES 41.00 EA . .; 41.00 $ 60.00 , $ 2,460.00
28.4" X 10" PVC SDR 26 WYE BRANCHES 4,00 EA , J 4.00 $ 75.00 $ 300.00
294" X 8" PVC SDR 35 WYE BRANCHES 120.00 EA i I 120.001 $ 25.00 $ 3,000.00
3014" PVC SDR 26 SERVICE PIPE 5700.00' LF 1 v 5698.00 $ 5.001$ 28,490.00
31 A" PVC SDR 26 VERTICAL SVS CLEAN OUT , 165.00 EA i I 165.00, $ 33.00 $ 5,445.00
32 TRENCH STABILlZATON ROCK 1000.00 LF i I 0.00, $ 0.01 $ 0.00
33:TELEVISING SANITARY SEWER MAINS 9771.00' LF ''/ 9689.00 $ 0,35 · $ 3,391.15
34 EXTERNAL RUBBER SEALING SLEEVE , 15.00 EA v 22,00 $ 150.00 . $ 3,300.00
i $ 357,750.33
1
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ITEM QUANTITY UNIT ,
,
NO. DESCRIPTION QUANTITY UNIT TO DATE PRICE
, , ,
DlVisTONlI - WATEBMAIN ,
,
I ,
1. CONNECT TO EXISTING WA TERMAIN EA - 2.00 $ 250.00 . $
2.00 , 500.00
2 6" DIP CLASS 50 WATERMAIN 8'-0" 343.00 LF , 321.00 $ 11.00 $ _~531.0Q
38" DIP CLASS 50 WATERMAIN 8'-0" 11202.00 LF ,11,185.00 $ 12,50 $ 139,812.50
412" DIP CLASS 50 WM, PLAN DEPTH . .' 555.00 LF / 527,00 $ 19.00 $ 10,013,00
5.12" DIP CLASS 50 WM, THROUGH CASING 45.00 LF . I 70,00: $ 14.00 $ 980,00
6 6" MJ RESILIENT SEAT GATE VALVE 22.00' EA / 22.00: $ 390.00 $ 8,580.00
78" MJ RESILENT SEAT GATE VALVE 22.00 EA : I 22.00' $ 520.00 . $ 11,440.00
812" MJ BUTTERFLY VALVE/W- VALVE BOX 1.00 EA : I 1.00, $ 695.00 ' $ 695.00
96" MJ HUB HYDRANT, 8'-6" BURY 22.00 EA ' I 22.00 $ 1,235.00 . $ 27,170.00
10,1" TYPE "K" COPPER TAP SERVICE , 5830.00 LF ,I 5765.00 $ 5.50 $ 31,707.50
11' 1" CORPORATION STOP , 165.00 EA . / 165.00 $ 30.00 $ 4,950.00
121" CURB STOP WITH CURB BOX 165.00 EA , I 165.00, $ 70,00 ' $ 11,550.00
13MJ DIP COMPACT FITTINGS , 5465,00 LBS : / 4894.00, $ 1.60: $ 7,830.40
1422" DIAMETER STEEL CASING PIPE . 45.00 LF : / 70.00 $ 184.00 ' $ 12,880.00
15 INSULATON (2" THICK) , 212.00 SF . oj 128.00 $ 2,50' $ 320,00
. , . $ 271,959.40
. , : I
. .
DIVISION III - STORM SEWER , :
: , .
.
1 '12" RCP CLASS 5 STORM SEWER PIPE 581 LF , 488.00 $ 17,00 ' $ 8,296.00
215" RCP CLASS 5 STORM SEWER PIPE 1874.00 LF , 1820.00 $ 18.00 $ 32,760.00
318" RCP CLASS 5 STORM SEWER PIPE 1397,00 LF . ,1406.00: $ 19.00 $ 26,714.00
4 21" RCP CLASS 3 STORM SEWER PIPE 1413.00' LF j 1513.00, $ 22,00 $ 33,286.00
5 24" RCP CLASS 3 STORM SEWER PIPE 345 LF ' / 339.00: $ 25.70 $ 8,712.30
6'27" RCP CLASS 3 STORM SEWER PIPE 519 LF . J 522.00, $ 35.00. $ 18,270.00
730" RCP CLASS 3 STORM SEWER PIPE 972,00 LF , 966.00 $ 39,00 $ 37,674,00
815" RC FLARED END SECTION 8.00 EA j 10.00: $ 600.00 ' $ 6,000.00
9 18" RC FLARED END SECTION , 1.00 EA I 1.00' $ 700.00 $ 700,00
1021" RC FLARED END SECTION 4.00 ' EA ; 4.00' $ 900,00 . $ 3,600.00
11 24" RC FLARED END SECTION , 1.00 EA ' ; 1.00 $ 1,130.00 i $ 1,130.00
1230" RC FLARED END SECTION , 2.00. EA J 2.00 $ 1,420.00 $ 2,840.00
13 CONSTRUCT CONE TYPE CATCH BASIN . 20.00 : EA ' I 18.00, $ 880.00 . $ 15,840.00
14 CONST 4' DIA. CATCH BASIN/MANHOLE 18.00 EA j 16.00 $ 1,060.00 ' $ 16,960.00
15CONST 4' DIA STORM SEWER MANHOLE 14.00 ' EA j 14.00, $ 1,020,00 $ 14,280.00
16CONST 5' DIA STORM SEWER MANHOLE , 7.00 ' EA . ,j 8.00' $ 1,770.00, $ 14,160.00
17 CONST 6' DIA STORM SEWER MANHOLE , 4.00 ' EA ./ 5.00 $ 2,200.00 ! $ 11,000.00
18 CLASS II HAND PLACED RIP RAP , 30.00, CY ./ 129.70: $ 40,00 ' $ 5,188.00
19'GRANULAR FILTER MATERIAL , 30.00, CY J 41.00: $ 1.00 . $ 41.00
20 TOPSOIL (LV), MN/DOT 3877 , 120.00 ' CY , 0/ 57,00, $ 7.50 $ 427,50
21: SILT FENCE 750,00 : LF : I 670.00 i $ 1.00 $ 670.00
22 SEEDING, MN/DOT MIX NO. 600 750.00 . SY i J 275,00: $ 1.50 $ 412.50
23 ROADSIDE SEEDING, MN/DOT 2575 : 5.50 i AC , j 1,10 $ 500.00 $ 550.00
24 SKIMMER MANHOLE 3.00 EA I 3.00: $ 1,900.00 $ 5,700.00
2518" CMP CULVERT, 16 GUAGE 160.00 . LF . j 236,20 $ 17.00 $ 4,015.40
2618" CMP 6:1 SAFETY APRONIW GATE 4.00 EA / 3.00' $ 300.00 $ 900.00
. , $ 270,126.70
. , ,
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ITEM QUANTITY UNIT I
NO. DESCRIPTION QUANTITY UNIT TO DATE PRICE ,
, I
DIVISION IV - STREET CONSTRUCTION & RESTORATION I
!
1. REM/DISPOSE OF EX. BITUMINOUS PVMT 150.00 , SY , ,/ 0.00 $ 2.00 $ 0.00
2 SAW CUT EXIST BITUMINOUS PVMT 200.00 LF ./ 171.00 $ 2.00 $ 342.00
3 COMMON EXCAVATION 2,964.00 . CY , / 0.00. $ 0,01 $ 0.00
---_._~-
4 GRANULAR BORROW (CV) .' 2,964.00 CY .J 0.00 $ 0.01 $ 0.00
-
5 SURMOUNTABLE CON. CURB/GUTTER 19,200.00 i LF · /18591.00 $ 5,50 $ 102,250.50
6 B618 CONCRETE CUR/GUTTER 1,075.00 ' LF ./ 1430.001 $ 6.90 S 9,867.00
TAGGREGATE BASE CLASS 5 , 10,310.00 · TN I 8451.97' $ 7.60 $ 64,234.97
8SUBGRADE PREPARATION, MN/DOT 2112 109.30 RS , 109.30 $ 100.00 $ 10,930.00
9 BITUMINOUS WEAR COURSE MIX 6,020.00 . TN i / 4999.00 $ 27.00 ' $ 134,973.00
10 ROADSIDE SEEDING, MN/DOT 2575 6.60 i AC ./ 5.20 $ 425.00 $ 2,210.00
11. SEEDING, MN/DOT MIX. NO. 600 200.00 ' SY 1.1 276.00! $ 1.80 S 496.80
12 SILT FENCE 500,00 ' LF : I 0.00' $ 1.00 $ 0,00
13 i PAVEMENT MESSAGE (RT. ARROW) 1.00 . EA i .J 1,00 $ 280.00 $ 280.00
14 PAVEMENT MESSAGE (LT. ARROW) 1,.00 , EA I I' 1.00 $ 280.00 $ 280,00
154" SOLID LINE WHITE 90.00 LF , 77.001 $ 15.00 $ 1,155.00
164" DOUBLE SOLID LINE YELLOW 150.00 LF / 127.00 $ 7.50 $ 952.50
17'ZEBRA CROSSWALK WHITE 216.00 SF . I 198.00 S 18.00 $ 3,564.00
18 TRAFFIC CONTROL 1.00 ' LS . ./ 0,00 $ 1,800.00 $ 0.00
19 BRIGHT ORANGE SAFETY FENCING 520.00 . LF j 420.00 $ 1.00 $ 420.00
, . $ 331,955,77
DIVISION V - PEDESTRIAN PATH CONSTRUCTION . .
1 'CLEAR TREES 5.00 EA .1 6.00, $ 50.00 $ 300.00
2 GRUB TREES 5.00 EA ,; 6.00, $ 50.00 $ 300.00
3 COMMON EXCAVATION 750.00 CY ,/ 350.00 $ 3,00 $ 1,050.00
4 GRANULAR BORROW (CV) 500.00 CY .J 0.00 $ 0.01 $ 0.00
5 AGGREGATE BASE CLASS 5, MN/DOT 3138 600.00 TN / 388.00 I $ 10.00 S 3,880.00
6 TOPSOIL BORROW (LV), MN/DOT 3877 275,00 CY j 0.00' $ 7,00' $ 0.00
7 BITUMINOUS WEAR COURSE MIX 300.00 TN / 221.15 S 30.00 $ 6,634.50
8 SEEDING, MN/DOT 2575 1.00 AC v' 0.73 $ 850.00 $ 620.50
, $ 12,785.00
, ,
TOTAL DIVISIONS I-V . $ 1,244,577.20
, , .
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Page 3
\
)
CHANGE ORDER
\
j
TOLTZ, KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
Engineers-Architects-Planners
Saint Paul, MN June 4
19 98 Corom. No. 11272
Change Order No. 1
"
To Ryan Contracting, Inc.
for Woodland Estates Utility and Street Improvements
for City of Andover, Minnesota
You are hereby directed to make the following change to your contract dated
June 3 ,19~. The change and the work affected thereby is
subject to all contract stipulations and covenants. This Change Order will
(increase) (decrease) (not change) the contract sum by Forty-six Thousand
Four Hundred Eighty-one and 33/100..................... ($ 46,481.33 ).
COMPENSATING CHANGE ORDER
This change order shows the actual quantities installed at the unit price bid
amounts (see attached itemization) :
NET CHANGE
$ (46,481.33)
\
/
Amount of Original Contract
Additions approved to date (Nos.
Deductions approved to date (Nos.
Contract amount to date
Amount of this Change Order (Add)
Revised Contract Amount
$ 1,291,058.53
$ 0.00
$ 0.00
$ 1,291,058.53
$ -46,481. 33
$ 1,244,577.20
Approved
TOLTZ, KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
.BY~~'~
omas D. Prew, Ip.E.
City of Andover, MN
Owner
By
u( () .-
White - Owner
Contractor pink - Contractor
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
'\
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DATE: July 7,1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,dJL
Engineering
ITEM NO.
Approve Resolution/157th Avenue NW/Speed Limit
11-3,
The City Council is requested to approve a resolution which allows the speed limit to be
posted at 45 MPH along 158th Avenue NW from Crosstown Boulevard NW and University
Avenue Extension.
The speed limits are authorized contingent upon curves and hazards being signed with the
appropriate advance curve or warning signs including appropriate speed advisory plates.
Warning signs and speed signs shall be in accordance with the Minnesota Manual of Uniform
Traffic Control Devices.
"
, ) Two separate meetings were held with the residents along 157th Avenue NW to discuss and
inform them of the upcoming change in the posted speed limits (meeting dates were May 26,
1998 & June 24, 1998), At the June 24, 1998 meeting, two traffic engineers from MnDOT
were present. They discussed the process in which the speed studies are performed and the
reasons for the change in the posted speed. This item is being presented as a non-discussion
item as it has been thoroughly discussed with the concerned residents and an adjustment to
the posted speed along this section of street is necessary.
Attached are the following:
-Resolution approving the authorization
-Letter and authorization from MnDOT
-Graph regarding Crash Frequency related to speed
-Information on how speed limits are established
'\
~
,
, )
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION APPROVING A 45 MPH SPEED LIMIT ALONG 157TH AVENUE
NW BETWEEN CROSSTOWN BOULEVARD NW AND UNIVERSITY AVENUE
EXTENSION.
WHEREAS, 45 MPH speed limit signs contingent upon curves and hazards
being signed in accordance with the Minnesota Manual on Uniform Traffic Control
Devices; and
WHEREAS, MnDOT has given authorization to raise the speed limit to 45
MPH; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby approve the 45 MPH speed limit to be posed along 157th Avenue
NW between Crosstown Boulevard NWand University Avenue Extension.
Adopted by the City Council of the City of Andover this -Z1b..... day of July ,
\ 19Jill.
, J
CITY OF ANDOVER
ATTEST:
J.E. McKelvey, Mayor
Victoria Volk, City Clerk
'\
)
\
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Regular Andover City Council Meeting
Minutes - October 21, 1997
Page 2
AGENDA APPROVAL
Add Item 6a, Schedule Workshop Date for CommerciallIndustriaI Park; and Item 6b, Appoint Zoning
Ordinance Task Force Members.
Motion by Kunza, Seconded by Dehn, to approve the Agenda as amended. Motion carried
unanimously.
CONSENT AGENDA
Item 7
Item 8
Item 9
Item 10
'j
Item 11
Item 12
Item 13
Item 14
Item 15
Item 16
Item 1 7
Item 18
Item 19
Item 20
Item 21
\
)
.. Item 22
Item 23
Accept Bids/Compact Excavator
Certify AssessmentsIWoodland Pond 2nd (See Resolution R240-97)
Accept Assessment RolUOrder Public HearinglIP95-14/Crooked Lake
Boulevard NW (See Resolution R241-97)
Accept Assessment RolUOrder Public HearinglIP96-25/14139 Crosstpwn
Boulevard NW/Sanitary Sewer & Watermain (See Resolution R242-97)
Accept Assessment RolUOrder Public HearinglIP96-29/3448 142nd
Avenue 1'<WIWatermain (See Resolution R243-97)
Accept Assessment RolUOrder Public HearinglIP97-181752 140th Lane
NW/Sanitary Sewer (See Resolution R244-97)
Accept Assessment RolUOrder Public HearinglIP97-2211736 Andover
Boulevard NW/Sanitary Sewer & Watermain (See Resolution R245-97)
Accept Feasibility Report/IP97-38114056 Raven Street NWIWatermain
(See Resolution R246-97)
Approve QuotelIP97-38114056 Raven Street NWIWatermain (See
Resolution R247-97)
Order Feasibility Report/IP96-16114220 Crosstown Boulevard NW (See
Resolution R248-97)
Approve Feasibility Report/IP97-35/The Farmstead (See Resolution R249-
97)
Approve Allocation! Anoka Aquatic CenterlPark and Recreation
Commission
Approve Allocation!l 998 CaIendarlPark and Recreation Commission
Accept PetitionlIP97-4111748 Andover Boulevard NW/Sanitary Sewer and
Watermain (See Resolution R250-97)
Approve Feasibility Report/IP97-411l 748 Andover Boulevard
NW/Sanitary Sewer and Watermain (See Resolution R251-97)
Approve Clarification!157th Avenue NW Speed Study
Approve Resolution!Spending MSA Funds OFF systemlIP97-
42/Crosstown Boulevard NW and 133rd Avenue NWlTraffic Signals (See
Resolution R252-97)
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
(
DATE: October 21 1997
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Clarification/157th Avenue NW
Speed Study
;)J..,
Todd J. Haas,
EngineeriV'
The City Council is requested to approve clarification to authorize a speed study for 157th
Avenue NW between Crosstown Boulevard NW and University Avenue Extension (see
attached map).
The agenda item presented to the City Council meeting of September 16, 1997 had indicated
157th Avenue NW (County Rd. 18) as the street where the speed study was to take place.
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Minnesota Department of Transportation
Office of Traffic Engineering
Mail Stop 725
1500 West County Road B2, Suite 250
Roseville, MN 55113
Office Tel: 612/582-1042
Fax: 612/582-1033
"
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December 16, 1997
uEe 7- '2 '\997
,_iE.R
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\." : '-"
Mr. Todd Haas
Assistant City Engineer
City of Andover
1685 Crosstown Boulevard N.W.
Andover, MN 55304
Dear Mr. Haas:
As requested by a City Resolution, dated September 16, 1997, attached is authorization
to erect the appropriate signs designating the reasonable and safe speeds on
157th Avenue North West.
Please keep this authorization in your permanent files, we have our necessary copies.
Erection of signs shall be in conformance with the 1991 Minnesota Manual on Uniform
Traffic Control Devices.
Note the contingency on the authorizations. This must be met before the regulatory
speed limit signs are erected or changed.
Sincerely,
I
i en,P.E.
te Traffic Engineer
An equal opportunity employer
,d3 (12-78)
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STATE OF MINNESOTA.
DEPARTMENT OF TRANSPORTATION
Page 1 of 1 Page
LOCAL STREET OR HIGHWAY SPEED LIMIT AUTHORIZA nON
Road Authority City of Andover Date December 16, 1997
Road Name or No. 157th Avenue North West
Termini of Zone: From County Road 18 (Crosstown Boulevard North West)
To University Avenue Date of Request
September 16, 1997
As authorized in Minnesota Statutes, Section 169,14, it is hereby ordered that the following speed limits are approved and shall be put into
effect on the described roadway or sections thereof.
45 miles per hour between the intersection with County Road 18 (Crosstown Boulevard North
West) and the intersection with University Avenue.
NOTE:
The speed limits, described in this authorization, are authorized contingent upon curves and
hazards being signed with the appropriate advance curve or warning signs, including appropriate
speed advisory plates. The roadway described shall be reviewed for traffic control devices
impacted by the authorized speed limits before posting the signs. Warning signs and speed limit
signs shall be in accordance with the Minnesota Manual on Uniform Traf trol Devices.
(1) White - Road Authority
(1) Pink - Central Office Traffic
(1\ Blue - District Traffic Engineer
lOr Road Authority use only
Date traffic control devices changed implementing this authorization
I Month-Day-Year I Signature
I Title
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EST ABLISIDNG SPEED LIMITS
Establishment of speed limits is often an emotionally cl).arged
issue, but it is important to remember that a speed limit s'ign is
a regulatory traffic control device and like other traffic control
devices it must not be overused or used arbitrarily if its
effectiveness is to be maintained. Minnesota law therefore
provides for speed limits to be based on the results of an
engineering and traffic investigation. Data collected and
evaluated during such an investigation includes:
- road type and width
- location and type of access points
- existing traffic control devices (signs, etc.)
- existing speed patterns
- accident history
traffic volume
- sight distance restrictions
- test drive results
Of these items, speed patterns are the most critical because, they
are determined by driver reaction to many of the other factors.
Test drives, examination of sight restrictions; and accident
history are used to look for indications that drivers are choosing
unsafe speeds.
\
~
contrary to popular belief, speed limits do not generally determine
the speed of traffic. As noted above, vehicular speeds are
determined by driver reaction to perceived conditions (traffic
volume, road width and condition, roadside development, etc.).
Only an extraordinary and continuous enforcement effort can coerce
everyone to drive at speeds below what they consider reasonable.
Why then do we post speed limits? If a speed limit is posted at a
value considered reasonable by the majority of road users it can
perform the following functions:
- Serve as a basis for enforcement against the small
percentage of motorists who drive at unreasonable or
unsafe speed
- Influence people to drive at a more uniform speed,
thereby minimizing conflicts in the traffic flow and
making it easier for those entering or crossing the
road to judge the speed of approaching traffic
- Inform motorists, local residents, and pedestrians as
to the prevailing speed of traffic
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It should be emphasized that to achieve these objectives the speed
limit must be considered a reasonable restriction by the majority
of drivers and therefore have a substantial voluntary compliance.
\ ESTABLISHING SPEED LIMITS
,) Page 2
Considering the functions of a speed limit, it becomes apparent
that a speed limit is of the most use on a through street where
nonlocal traffic can be expected, traffic volumes are high enough
to make smooth traffic flow a consideration, and enforcement
activity is likely. Speed limits are of little benefit on strictly
local residential streets where virtually all traffic consists of
local residents who drive the road daily and are familiar with
conditions, and where enforcement activity is infrequent at best.
Another factor that discourages use of posted speed limits for
loc~l ~esidential straetG is the cost of signing. Net only must
each street be posted with speed limit signs if the speed limit
differs from statutory values, but in addition all locations where
the speed limit cannot be safely maintained (cuves, etc.) must be
adequately signed with warning and advisoy speed signs. The total
cost of signing can be very high and the benefit low. An
additional problem that can arise when all streets are speed ~oned
by means of a study is that a variety of speed limits can result.
This can be confusing to the motorist and make enforcement
difficult. Because of the above factors, most cities choose not to
post speed limits for all streets, choosing instead to post only
through or collector streets.
./
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- C,.oS~'-" SI>lJ? f(W' 6tZ.fwU- BM f.<Y I-..t,,-,,-
BI....o ~ A~..ver::- BlV[) NW
Andover City Council
Andover, MN 55304
To Whom It May Concern:
As a resident of Andover since 1965, I am concerned about
speed limits in 2 different areas. No, I have not gotten
a speeding ticket there, so that is not my reason for
concern.
One area is 157th going east from Crosstown to Ham Lake
City limits. Itis 35 MPH at that stretch. At either
end, going west on to Hanson and east to Ham Lake it is
50 MPH. At the 35 MPH there are sod fields and swamp land.
Why 35 MPH? Doesn't make sense to me.
The other is Crosstown from Andover Blvd. to about Crooked
Lake Blvd. Just south from Andover Blvd. there is a horse
farm and then a row of houses but they have a service road.
There are no cross streets for a ways. It is 40 MPH there.
At the south end of Crosstown to Main Street it is 45MPH
and there are more houses there. Why 40 MPH at the north
of Bunker Lake Blvd, especially at the Andover Blvd area?
North of Andover it is 50MPH.
I would appreciate an answer to my questions. I would also
like to see a speed study done on these areas. I know that
for 30 MPH there has to be a stucture every 50 feet and the
suburban speed limit is 55 MPH. Other~than that a speed
study needs to be done to determine the limit. But common
sense and.consistency also needs to be maintained.
Thank you,
Z:;:~Y:~bU ~
Esther Haas
Concerned Citizen
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
AGENDA SECTION
DATE: July 7, 1998
ORIGINATING DEPARTMENT
,
, )
Non-Discussion/Consent
Finance ~~
Jean D. McGann
ITEM NO.
Approve Replacement Hire/Building Clerk/Tech
Y4.
BACKGROUND:
On Monday, June 29, 1998, interviews were conducted for the position of Building Clerk/Technician
and a final applicant selected. The City received 42 applications, Of the 42 applications, 7 were
selected for the interview process. Britt Sullivan, a current employee of the City of Robbinsdale, was
the choice of the selection committee. Ms. Sullivan is available for employment on July 20th, 1998.
REOUEST:
,
/ The Andover City Council is requested to approve the recommendation to hire Britt Sullivan as Building
Clerk/Tech. If there are questions concerning this issue or if you wish to review any of the application
materials, please contact me at 767-5110.
'\
, /
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
)
DATE Julv 7,1998
AGENDA SECTION
Non-discussion
ORIGINATING DEPARTMENT
Finance ~'"
Jean D. McGann
lITEM NO. ,15,
Release Letter of Credit - Lund Martin Construction
REOUEST:
The Andover City Council is requested to release letter of credit no. 76945, Lund Martin Construction as the
asphalt is now complete.
\ BACKGROUND:
J
On February 27, 1998, Lund Martin Construction submitted a letter of credit to the City of Andover in the
amount of $43,800.00 for the purpose of asphalt. The asphalt has now been installed and inspected and it is
appropriate to release the letter of credit at this time.
\
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
,
, )
DATE: July 7,1998
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEP~.J. TMENT
Scott Erickson, elk
Engineering
ITEM NO.
Accept Petition/Adopt Assessment Roll/
I ~r~~14/2771 - 133rd Lane NWIWM
The City Council is requested to approve the resolution declaring adequacy of petition and
adopting assessment roll for the improvement of watermain for Project 95-14, in the area of
2771 - 133rd Lane NW.
/
,
J
, ) CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember to adopt the following:
A RESOLUTION DECLARING ADEQUACY OF PETITION AND ADOPTING
ASSESSMENT ROLL FOR THE IMPROVEMENT OF WATERMAIN ,PROJECT NO._
95-14, IN THE 2771 -133RD LANE NW AREA.
WHEREAS, the City Council has received a petition, dated June 29. 1998,
requesting the construction of improvements; and
WHEREAS, such petition has been validated to represent the signatures of
100% of the affected property owners requesting such improvement.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover that:
1. The petition is hereby declared to be 100% of owners of property affected, thereby
making the petition unanimous.
/
MOTION seconded by Councilmember and adopted by the
City Council at a reqular meeting this 7th day of Julv ,19 98, with
voting in favor of
voting
Councilmembers
the resolution, and Council members
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
\
~
) * Crooked lake Boulevard NW
City Project #95-14
Date ~ -CJ ,,-9J---
Andover City Engineer
1685 Crosstown Boulevard NW
Andover, MN 55304
Re: Municipal Improvements
Dear City Engineer:
We do hereby petition for improvements o~~#, sanitary sewer, storm
sewer and streets (circle one or more) with t s of the improvement to be
assessed against my benefitting property.
ircle One).
S~eIY
Property Owner
Address
City, State, Zip
Phone (Home)
(Work)
A fvO k ~ , I.M.. ~ '5(;'30 ?
y;n-q\lV
lfJ./- t;l7-P J-
;; t-;"f//_ /~ ,/_ ..1--.-<--- j?,)
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COUNTY OF
Anoka
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Form 524.3-601 13
.~.:.-:
\7~:....J
UPC 43
05203 IRev. 7/76) os......1..0 "V el,..1 s.....Q eo.. ...- UL"', .......IOt,
STATE OF MINNESOTA
~~
DISTRICT
:m:aBi.VJm: COURT
~€nUJU'-PROBATE DIVISION
TENTH JUDICIA1 DISTRICT
Court File No. ?~ -'1 'ir- aS8"J...
/
In Re: Estate of
Stephen J. Nemeth,
Nemeth, aka Stephen
APR 3 0 '1998
Sr., aka Stephen {'.;~.~
James Nemeth ~~~~
Deceas~ a ", ~ '
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tfi ~ ,r:\'l'.~I''\
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LETTERSTESTk~ENTARY
The above named decedent having died on
Richard Mussell
February 24
,19~. and
having been appointed and qualified, (is) !,m:e:) hereby authorized to act as personal representative!i>) according
to law.
Dated:
~,;_ ,;30, 1 7'7 ~
: i~"
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Judge/Registrar " ElLEN L. MAAS
....1:.: 't<r,OKA
. . ,',\' ~_"": ,.:1' .;:: .:',-c,:~ J::d G;r,:;~t
r .:t:::?~_clJ:::....JCO~RT SEAL)
Jf.j.E F. t"."'r,;~::Yd, C"url Adminislrato~
~ft.hlJ2 J"i'2'"..t~u!Y.
/
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
"
DATE: Julv 7,1998
. /
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott.Eric~son~t
Engineering
ITEM NO.
Approve Quote/Exterior Concrete Work!
City Hall (94-30) & Public Works (96-15)
'-.\'1.
The City Council is requested to approve a quote to North Country Concrete, Inc. in the
amount of $4,630.00 for Projects 94-30, City Hall & 96-16, Public Works Expansion for exterior
concrete work.
Quotes received are as follows:
Contractor
Quote Amount
'\ North Country Concrete, Inc.
/ Landmark Concrete, Inc.
$4,630.00
$4,728.00
'\.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION AWARDING THE QUOTE FOR THE IMPROVEMENT OF
EXTERIOR CONCRETE WORK, PROJECT NOS. 94-30 & 96-15.
WHEREAS, quotes were received, opened and tabulated with results as
follows:
North Country Concrete, Inc.
Landmark Concrete, Inc.
$4,630.00
$4,728.00
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby accept the quote as shown to indicate North Countrv Concrete,
Inc. as being the apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to
enter into a contract with North Countrv Concrete, Inc. in the amount of $4,630.00.
MOTION seconded by Councilmember
City Council at a reqular meeting this 7th day of Julv
Councilmembers
the resolution, and Councilmembers
against, whereupon said resolution was declared passed.
and adopted by the
, 19 jliL, with
voting in favor of
voting
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
\
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FROM LANDMARK
PHONE NO.
6124340315
Jun. 30 1998 09;41AM P1
--
..
LANDMARK
CONCRETE,
INC.
,
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Telephone (612) 434-0310
Fax (612) 434-0315
1 8600 Uly~~o~ Stroot, NE
Ea!3l Betl1al, MN 55011
June 30, 1998
City of Andover
Attn: Dave B
RE; Concrete work, sidewalk & curb repair
Andover, MN
Dear Dave:
Landmark Concrete, Inc. would like to quote ~ou on the above
referenced project ay follows:
Curb Bid
Remove curb at city hall maintenance bldg 12 l.f.
Pour 29 l.f. BS12
R&R 20 l.r, curb by 1148 Andover Blvd
Total
$ 944.00
Sidewalk Bid
3 4' X 4' cone splash blocks
2 4' x 4' stoops
1 4' x 4' handicap pad inside garage
S' x 5' slab by city maintenance bldg
remove 2 6' x 6' sections of concrete walk
Install 3 8" x G' trench <hains
Pour 606 s.f. 4" T.E. cone walk
Total $4,729.00
The above price includes state tax. grades to be within .1'.
No gravel or sand base. No staking or surveying. No traffic
control O~ barricades. No backfilling or excavation
included. This proposal may be withdrawn by us it not
accepted within 30 days.
~!It:~
MRL/ch
~
i:q:~-::~.;...._..
OR~26/i8- FRT 15:15 FAX 6127532780
.
NORTH COlmTRY CONCRETE
~001
PROJECT
CITY OF AN
Country Concrete, Inc. (NCCI) PROPOSAL
zurite Street N.W.
, MN. 55303 DATE PROPOSAL #
8 PH 753-2780 FAX ' , 6n.3/98 1167
.- --. ..
, SCHEDULED LET DATE SIGN-OFF
NAME AND ADDRESS 1998 06126/98
, - ,
DOVER REPAIR WORK
GEORGE PI1MAN
NCCI AUTHORIZING AGENT
North
16940 A
;lamsey
53-256
# ITEM DESCRIPTION APPROX, UNIT UNIT COST TOTAL
AMOUNT
ATfN: DAVE f:>.
MISe. CITY HALL- WALK AND DRIVEWAY APRON 4" FIBER 2,344.00 2,344,00
WITH PED RAMP
MISC. TOWER DRIVE NW AND CROSSTOWN. REMOVE 15 LF 1,630.00 1,630.00
REPLACE 30 LF WITH C.B. ADJUST S' XS 4" SLAB AND 4'
X4'4" SLAB
1748 ANDOVER BLVD REMOVE AND REPLACE 20 LF
CURB AND GlJITER
MIse, 3- 4" W X 5 In. DEEP WITH 4" PVC PIPIl ADAPTOR ON 1 656.00 656.00
END AND CAST IRON GRATES $506.00
LABOR FOR PLACING GRATES $150.00
Total
$4,630.00
. BOND AVAILABLE UPON REQUEST WTIH A 1.0"1. CHARGE OVER
PROPOSAL COST
. NO WINTER CONDITIONS INCLUDED
IN QUOTE . SEE NCCI CONTRACT
. PROPOSAL HONORED FOR 30 DAYS.
· NO SURVEYOR'S LAYOUT
. ANY ALTERATIONS OR DEVIATIONS FROM ABOVE SPECIFICATIONS
INVOL YlNG EXTRA COSTS WILL BE EXECIJI1ID ONI. Y UPON WRITIEN
ORDERS AND WilL BECOME EXTRA CHARGE OVER AND ABOVE THE
PROPOSAL,
. NO SAND OR AGGREGATE BASE
. GRADE +1- .1 LF
ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditiOll5
are hereby acceplf:d. We agree to give North Counlly Concrete. Inc. at least """"" (1)
II notice . to oommenc' wcdc::.
',IGN AND RETURN IF PROPOSAL IS ACCEPTED
SIGNATURE
/
~6/?61.1/1 'FRT 15: 12 FAX 61275327/10
NORTH COlmTRY CONCRETE
~001
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PETITION
" .
June, 19'
.
In regard to the Preliminary Plat of Langfeld's Oakridge Estates:
WHEREAS, the area is zoned R1, and ALL people should be
treated equal
WHEREAS, the Anoka County Highway Department has recommended
that the access to CSAH 20 NOT be part of the plat and an access
be to the West.
WHEREAS, the safety of the lives in the surrounding neighborhood.
WHEREAS, trees are a vital requirement of our environment
and health
WHEREAS, the drainage to the adjJiiling lots is not suitable.
We, the undersigned concerned citizens of Andover are strongly
petitioning the City Council of Andover to deny the following
variances:
1. A variance to Ordinance No.8, Section 6.02 for Lot 1, Block 1
to the lot width requirement of 300 ft. Not only does it violate
the lot width but also the 2.5 acre requirement. If you do it
for one you have to do it for All. It's not fair to the citizens
and adds to conjestion and safety problems.
A variance to Ordinance No. 10, Section 9.03 (G) as the length
of the cul-de-sac exceeds the maximum 500' requirement. The
reason for this requirement is for fire safety. The 400'
request is way beyond reason. If fire trucks can't get back
to the lots it is a fire hazzard in our back yards.
2 .
'.
.1/~:.~2~~;,---.
f~,~',.1 rf.:::':
'Il'1,;.,
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insensitive
Anoka County
The City Planning and Zoning Commission has been very
to our concerns and also to the recommendation of the
Highway Department.
SIGNED:
NAME:
ADDRESS:
2/CJCj I~/ ~~~ 71u/
/ t () Yet ()U //l /J S)- It! U,
~CO /&/sf /JcX.. N~
Jkn4)? QlUtJJ S.~ ~)cJJ
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c:2 C? 5> - (Cf4 ~)/..uJ
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DATE
Julv 7.1998
ITEMS GIVEN TO THE CITYCOUNCIL
. Zoning Ordinance Review Task Force Minutes - June 9, 1998
. Planning and Zoning Commission Minutes - June 9, 1998
. City Council Minutes - June 16, 1998
. Park and Recreation Commissi(
r\\ ~t~
~ \\.J~
998
. Housing & Redevelopment AU\
. Economic Development Author
. Planning and Zoning Commission Minutes - June 23, 1998
. Letter from MN Dept. of Natural Resources- June 11, 1998
. Ord. No. 228A
. Ord. No. 101A
. Ord. No. 8FFFFF
. Safety Manual
. Preliminary PlatlLangfeld's Oakridge Estates
. Police Contract
. Feasibility Report/Jay Street NW
. Schedule of Bills
PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON
THE NEXT AGENDA.
THANK YOU.
c.~. PAIZ~.i I!E~ Ul"ll"~.s/AN
CtfJ" (M"ne.;l
'16-01
Minnesota bepartment of Natural Resources
OFFICE OF THE COMMISSIONER
500 Lafayette Road
St. Paul. Minnesota 55155--1037
"
RECEIVED I
I
June 11, 1998
JUN I 6 1998
Mr. Todd Haas
Park Coordinator, City of Andover
1685 Crosstown Blvd. NW
Andover, MN 55304
RE: FY 1999 Local Park Grant Program Application
Grant amount: $50,000 Kelsey Round Lake Park
CITY OF ANDOVER!
Dear Mr. Haas:
I am pleased to inform you that your application for the Local Park Grant Program
has competed successfully for funding. Funding for this program is appropriated
by the Legislature upon recommendation of the Legislative Commission on
Minnesota Resources, We anticipate being able to offer you a grant for the
amount shown above contingent upon the final processing of your application.
Final processing of your grant requires submittal of additional information which
must be completed in a timely manner. You will be contacted shortly by a staff
member from the Local Grants Program regarding the final processing
requirements for your application.
DO NOT incur any project costs. This notice does not constitute final approval of
your project. Any work completed, money spent, or obligations incurred for
acquisition or development of your project prior to final approval are ineligible
and cannot be paid for with grant funds or used as the local share.
The Locai Grants Program staff are lookIng-forward to working with you on this
project. If you have any questions, call Wayne Sames at (612) 296-1567.
Congratulations.
Yours truly,
M~
Rodney W. Sando
Commissioner
DNR Information: 612-296-6157.1-800-766-6000 . TrY: 612-296-5484,1-800-657-3929 . FAX: 612-296--1799
An Equal Opportunity Employer
ft Printed on Recycled Paper
'-., Conlaining 10% Post-Consumer Waste
.,
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CITY OF ANDOVER
EMPLOYEE
SAFETY MANUAL
April, 1997
i( ..
TABLE OF CONTENTS
Page
PART 1 - GENERAL RULES .....................................................................................1
SECTION 1 - POLICY, RESPONSIBILITY, APPLICATION....................... 1
A. City's Policy on Safety.............................................................. 1
B. General Rules............................................................................ 2
C. Personnel Responsibility--Responsibility of the City................3
D. City Safety Committee.........................,.....................................3
E. Application of Safety Rules.......................................................9
SECTION 2 - PERSONAL PROTECTIVE EQUIPMENT............................I0
A. Head Protection........................................................................ 1 0
B. Eye Protection (ANSI Z87.1 )...................................................1 0
C. Hand Protection........................................................................1 0
D. Foot Protection (ANSI 241.1)..................................................11
E. Body Protection........................................................................11
F. Self Contained Breathing Apparatus (SCBA)..........................11
G. Hearing Protection....................................................................12
SECTION 3 - UPKEEP, FIRST AID, FIRE EXTINGUISHERS................... 12
A. Housekeeping...........................................................................12
B. Office and Clerical Work.........................................................13
C. First-Aid Kits...........................................................................13
D. First Aid Procedures................................................................ 14
E. Fire Extinguishers....................................................................17
SECTION 4 - OCCUPATIONAL INJURY CONTROL................................18
A. Job Safety Analysis for Hazardous Work................................18
B. Job Safety Training..................................................................19
C. Occupational Injury Review by City Safety Committees........20
. :)
Page
SECTION 5 - EQUIPMENT...........................................................................21
A. General Rules..........................................................................21
B. Transporting.............. .......... ... .... ..................... ....... ........ ........ .22
C. Upkeep....................................................................................23
D. Operation of Motor VehicIes..................................................23
E. Use of Ladders...................... ................................. ..... ............25
F. Welding..................................................................................26
SECTION 6 - MOTOR VEIllCLE COLLISION CONTROL......................28
A. General Policies. ........ ................ ... ....... ............... .... .......... ... ..28
B. Responsibilities........ ................................. .... .... .... ..... .... .... ... .29
( .
Page
PART 2 - PUBLIC WORKS.......................................................................................32
SECTION I - STREET DEP ARTMENT.......................................................32
A. Street and Highway Operations...............................................32
B. Equipment Operations........ .............. ............. ................ ..........3 3
C. Excavations, Trenching, and Shoring......................................36
D. Garage............. ................... ............. .............. .......... ...... ...........3 8
E. Chain Saws................ ....... ............ ........ ...................... .......... ...3 9
SECTION 2 - MANHOLES, UNDERGROUND FACILITIES, SANITARY
AND STORM SEWERS.................................39
SECTION 3 - WATER TREATMENT...........................................................45
A. Chlorine Gas................. ............... ..................... ................... ....46
B. Hydrofluosilicic acid (Fluoride)..............................................48
ATTACHMENTS
A. A Workplace Accident and Injury Reduction (A W AIR)
Program
B. Personal Protective Equipment Standards
C. First Report ofInjury
D. Employee Report of Unsafe Conditions
E. Near Accident Report
(
To promote continued training, education, and communication;
provide a safe and healthy work environment; create and enforce
City policies relating to all safety issues; and strive for the
elimination of accidents and incidents in the workplace.
(
INTRODUCTION
On August 1, 1973, the Minnesota Legislature adopted the Minnesota Occupational
Safety and Health Act. This Legislation established certain rules and regulations
designed to insure safe working conditions for all employees.
This document is the official Safety Manual for the City of Andover effective April 1,
1997, to insure the safe working conditions for all employees. It is of our utmost desire
that these safety rules will help protect and assist you in your daily work. This safety
manual was not drafted to inhibit your freedom or to be an infringement upon your rights.
Rather, it was adopted for your protection and personal- safety. Working together we can
all help to insure a safer working environment for all concerned. When working
environments are safe, accidents will be less frequent.
This Manual is divided into two parts: Part 1 applies to all employees of the City; Part 11,
because of the hazardous nature of the jobs, contains specific regulations for Public
Works employees. Specific references are made to the Parks Department employees.
The Police and Fire Departments, because of the nature of their jobs, have their own rules
and regulations which are often more restrictive than this Manual. The general rules of
Part 1 of this Manual still apply to them. However, if there is any conflict, the safest rule
shall apply.
With this in mind, a thorough understanding and observance of all these rules shall be
maintained by all employees. The City of Andover does not claim that every pertinent
precaution or procedure is listed in this safety manual.
Moreover, it does not claim that abnormal or unusual circumstances may not warrant or
require further or additional precautions or procedures.
The latest updates from OSHA have been included, specifically the requirements of the
employee right-to-know legislation.
Summary of the law The employee Right-to-Know Act is intended to assure that
employees are aware of dangers associated with hazardous substances, of harmful
physical agents that they may be exposed to in their work places. The Act requires
employers to evaluate their work places for the presence of hazardous substances, and
harmful physical agents and to provide training to employees concerning those
substances or agents to which the employee may be exposed. Written information on
hazardous substances, or harmful physical agents must be readily accessible to employees
or their representatives. Employees have the conditional right to refuse to work under
imminent danger conditions. Labeling requirements for containers of hazardous
substances and equipment or work areas that generate harmful physical agents are also
included in the Act.
The words "shall" and "will", as used herein, indicate that the action required is
mandatory.
The words "may" and "should", as used herein, indicate that the action required is
permiSSive.
Dan Winkel
Safety Director
PART 1 - GENERAL RULES
SECTION 1- POLICY, RESPONSIBILITY, APPLICATION
A. City's Policy on Safety
The City of Andover considers accident prevention to be of prime importance.
Accident control involves the safety and well-being of our employees and the
public, in addition to affecting costs and profits.
The City has every desire to provide a safe working environment for its
employees. To accomplish this, the City feels there is nothing more important
than making certain that the City and its employees:
1. Are provided with all reasonable safeguards to ensure safe working
conditions.
2. Are provided with neat, clean, safe, attractive and healthful working
conditions.
3. Maintain all equipment, tools and machines in good repair.
4. Study and develop safe work methods and train other employees in these
methods.
5. Comply with the federal, state and local laws regarding accident
prevention and working conditions.
The City recognizes that more than safety is involved because the existence of
accident hazards is proof of a wasteful inefficient operation. Accidents lead to
complaints, dissatisfaction, interference with work plans, and loss of good will.
The success of our Safety and Loss Prevention Program depends on the sincere,
constant, and cooperative effort of all employees and their active participation and
support. If you see a hazard, report it immediately; the life you save may be your
own.
Dan Winkel, Safety Director
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B. General Rules
1. All personnel will thorougWy familiarize themselves with all the
precautions set forth in this manual and other safety precautions deemed
necessary by the City Administrator and the Safety Director of the City of
Andover, and applicable State and Federal laws.
2. All personnel shall adhere to and comply with all rules and regulations
regarding personal safety, operation of equipment, and other rules set forth
in this manual.
3. All personnel will observe all safety precautions and will immediately
report any unsafe conditions to their supervisor.
4. All personnel will immediately report the damaging or the breaking of any
tools or equipment to their supervisor.
5. All personnel shall be responsible for the safekeeping and appropriate care
of any departmental property under their control.
6. There shall be no smoking in any City building or vehicle.
7. No personnel shall allow any person other than authorized City personnel
to operate or use any equipment which has been assigned to them, without
written or implied consent by the department supervisor.
8. All non-vehicular equipment that is deemed unsafe shall be removed from
service until such equipment has been repaired.
9. All employees will immediately report to their supervisor on proper forms,
any accident or injury to themselves. If the severity of the accident does
not permit this, the supervisor in charge at the time shall take the
responsibility for completing the necessary forms.
10. All employees are strictly prohibited from using, possessing, selling,
transferring, or being under the influence of drugs or alcohol while
working or performing job duties or while on the City of Andover
premises or while operating vehicles, machinery or equipment. No
employee shall perform safety-sensitive functions within four hours after
using alcohol. "Drugs" are defined as any controlled substance. (City
Personnel Policy).
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11. Bad lifting practices are one of the leading causes of accidents. To help
prevent these accidents, the following suggestions shall always be
observed:
a. Never lift any object with your back.
b. No employee shall ever lift anything beyond their capacity. If this
situation should arise, the employee should call for assistance.
c. When lifting any heavy objects, always observe the following:
(1) Take a firm grip.
(2) Secure good footing.
(3) Bend at the knees to grasp the weight.
(4) Keep the back as straight as possible while lifting with arm
and leg muscles.
(5) Store heavy boxes and materials on shelves at heights
between the shoulders and knees.
C. Personnel Responsibility--Responsibility of the City
In general, the City must be familiar with mandatory OSHA standards and make
copies of such standards available to the employees. Inform all employees about
OSHA, examine work place conditions to make sure they conform to OSHA
standards. Remove or guard against hazards, keep required records of work-
related injuries and illness, post annual summaries of such injuries and illnesses,
display an OSHA poster outlining employee's rights and responsibilities in a
prominent place in the work-place, not discriminate against employees who
properly exercise their rights under OSHA. Post OSHA citations of standard
violations at or near the work site and remedy violations within the prescribed
time.
D. City Safety Committee
Chaired by the Safety Director, (who is appointed by the City Administrator) this
committee consists of a minimum of one (1) representative from each City
department to assure that productive discussion is held on problems encountered
in all areas of operation. A Safety Coordinator and a Recording Secretary shall
be appointed by the committee in January for a one (1) year term, with the term
expiring December 31.
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The Safety Director will be responsible to maintain a safety program that
incorporates all the current practices and philosophies adopted by the safety
profession. This individual is fully responsible for the staff direction and
administration of this program and takes action that is deemed necessary to
produce a positive reduction in accidents and their causes.
The Safety Coordinator under the direction of the Safety Director will conduct an
aggressive safety and loss prevention program, conduct and playa lead role in
meetings. The Recording Secretary will take meeting minutes and retain all
official records and proceedings of this committee.
Membership shall be on a rotating basis with one-half of the membership rotating
every one (1) year. Initial terms in the establishment of this committee shall be
for a two (2) year period without rotation.
Alternate members may be appointed or selected to serve on a temporary basis in
place of a regular member unable to attend a meeting or other committee function.
An alternate shall assume all of the normal responsibilities of the regular member
for the duration of such service. A regular member missing three (3) consecutive
meetings or functions without authorization from the Safety Director, will be
replaced.
Functions shall include, but not limited to, the following:
a. Hold regular monthly meetings to review loss experiences by departments,
cost analysis figures and evaluate the progress of the City's accident
prevention efforts.
b. Discuss City policies concerning safety problems at department levels,
recommend directives for their elimination when possible, and make
recommendations for necessary policy changes to the Safety Director for
presentation to the City Administrator as appropriate.
c. Recommend policies for upgrading this program to insure directives are
current and coincidental with current needs.
d. Make inspection and assist in maintaining compliance with Minnesota
Occupational Health and Safety Standards.
e. Endeavor to promote good employee safety attitudes and act as a liaison to
individual employees and departments with respect to safety matters and
enforcement.
f. Formulate and execute safety standards, procedures, work rules, and other
actions for departments and divisions as deemed necessary.
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l'
In order to have a workable safety program for the City, top management
throughout all the departments must cooperate with the City Safety Committee in
order to provide the safest work place possible. The organization of the Safety
Committee facilitates the maximum exchange of ideas between personnel and
enhances the refinement of policies covering hazards, problem areas, and loss
prevention promotion.
1. Responsibilities of the Safety Director, Safety Coordinator and Safety
Committee:
a. To provide personal leadership and direction to the loss control
program.
b. Interpret City policies pertaining to safety and actively support
them as an example to those responsible to give safety equal
emphasis and weight with operation matters, cost control, and
quality of service delivered.
c. Serve as an advisor to the department supervisors at safety
meetings.
d. Review and approve all accident and incident reports and take
required action where indicated to prevent recurrence.
e. Assure that employees and supervisors receive training in the
principles of hazard recognition and control.
f. Establish and maintain a comprehensive accident analysis system
in a fashion that will permit retrieval of meaningful data to
determine trends or patterns.
g. Evaluate preventative maintenance programs so that equipment is
properly maintained and hazards are corrected prior to use.
h. Investigate all accidents whether there has been a loss of time or
transference of duty.
1. Make periodic inspections of the buildings, facilities and work
sites throughout the year in accordance with OSHA standards.
J. Institute new safety programs when the situation warrants and to
insure that existing programs are carried out.
k. Insure that records of occupational injuries and vehicular accidents
are currently maintained covering all departments in the City. A
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loss of injuries and illnesses shall be maintained on OSHA form
100 - Recordkeeping Requirements.
2. Responsibilities of the Supervisor
a. The maintenance of a safe working area that has a low incidence of
serious accidents must be a key goal for all first line supervisors,
consequently, the primary responsibility for the successful
implementation of the City's successful safety program depends on
the work of the first line supervisor. The following is a list of the
first line supervisor's safety obligations:
(1) The supervisor should be familiar with the City Safety
Manual and policies, and their responsibility with regard to
these policies.
(2) Instruct all employees in the proper and safe use of
equipment.
(3) Insure that all employees are wearing the proper work
clothes and safety equipment. The supervisor shall not
assign work to any employee who is not properly equipped
with the prescribed safety gear.
(4) The first line supervisor is responsible for informing the
employees of safety rules and the enforcement of these
rules.
(5) The first line supervisor must continually inspect and
supervise their employees at work. Where unsafe practices
are occurring, the supervisor must offer prompt corrective
action and monitor performances. Whenever an unsafe act
or practice is noted and nothing is done about it, the
supervisor is sponsoring an accident.
(6) The supervisor should promptly investigate and report all
accidents and see to it that the appropriate follow-up takes
place.
(7) The supervisor should ensure that all accidents are treated
in the proper manner.
(8) The supervisor should ensure that the worker knows the
job, is capable of rendering the service or performing the
6
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activity in a saJe manner, and is not impaired in any way
while performing their job.
(9) The supervisor should work in close cooperation with
the City Safety Director to assure that they are aware of the
techniques to limit and control losses in their area.
(l0) The supervisor should keep abreast of current safety
developments in the area that they are responsible for to
insure the safety of the employees.
(11) The supervisor should sponsor and support programs to
prevent losses and reduce accidents in their area of
responsibility .
(12) The supervisor should check to ensure that the Personnel
Division has given all new employees a copy of the safety
manual on their fIrst day of employment.
3. Responsibility of all Employees:
a. Perform work in a safe manner.
b. Be responsible for carrying out the regulations of this manual.
It is imperative that all safety procedures be carried out to
insure the safety of all employees. In order to accomplish this, all
employees will familiarize themselves with the contents of this
manual.
c. Use all safety equipment issued to them by the department. Any
protective clothing issued by the department, such as highway
vests, coveralls, hard hats, etc., must be worn when required.
d. Encouraged to detect and must report to their supervisors any
conditions that may be hazardous, any practices in their work area
that present the possibility of loss, and to be constantly alert to
safety hazards. If a hazard is noted, the employee will immediately
notify his/her supervisor.
e. Assist co-employees in the performance of their job safely.
f. Report any unsafe condition to the Safety Director and Safety
Committee.
4. Reporting of Accidents
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.
a. All employees will immediately report to their supervisor, who
will complete on proper forms, any accident or injury to
themselves. Proper forms will be provided at the department
office.
b. Any employee who has an accident with any vehicle or equipment
issued to them by the department will immediately file a report
with their supervisor. This report will be submitted regardless of
what property was damaged, who was injured or where or how this
occurred.
c. If a personal injury accident involving a motor vehicle happens,
regardless of the place of occurrence, the Police/Sheriff
Department must be notified.
d. Any accident, resulting in personal injury to any employee while
they are on duty or while they are on City property, ~ be
reported on a First Report ofIniury form. This form must be filed
in the office of the City Clerk within 24 hours of the accident.
(l) Vehicle Accident Reporting
When a City employee is involved in a vehicular accident
while operating a City-owned vehicle, the employee shall
call the Police or Sheriff to the scene for investigation and
report.
The supervisor of the employee shall also investigate the
collision or accident within 48 hours of the accident.
Investigation in this context does not mean drawing any
conclusions, making any statements or otherwise involving
one's self in the police investigation. The supervisor shall
confine their facts and findings to names, vehicle number,
and similar information. Statements as to liability are
strictly forbidden.
(2) IncidentlNear Miss Report
Close calls or near accident information is frequently as
valuable as accident reports in flagging hazardous
procedures or conditions. Supervisors shall encourage
employees to report details on incidents which nearly
produced an accident. Information gained from such
reports will then be disseminated to all who can benefit
8
'. .
from the lesson. Details ofthis report shall be submitted in
writing to the Safety Committee.
E. AllPlication of Safety Rules
1. Enforcement
a. Every employee is responsible for safety (not only to their own
well being, but to those around them). In view of this, all
employees need to be safety minded. In order to do this, all
employees shall have a thorough understanding of the contents of
this manual. Safety is basically good common sense.
b. Every regular city employee will be given a copy of this safety
manual. A copy of the safety manual will be available at the
department office for all temporary employees to review.
2. Procedures for Complaints
a. Under no circumstances shall any complaint be brought to the
Safety Director until the following steps have been taken:
(1) The complaint must be brought to the attention of the
supervIsor.
(2) If action has not been taken by the supervisor, the
department head shall be notified.
(3) If no action has been taken by the department head, the
complaint shall be brought to the attention of the Safety
Director.
3. Disciplinary Measures
a. First Offense: Verbal, written reprimand, suspension or
depending on severity of the violation, termination (this will
include instruction on the error and the method to correct)
depending upon the supervisor's discretion.
b. Second Offense: Second letter of reprimand or suspension
depending upon the severity of the incident.
c. Third Offense: Suspension or dismissal depending upon the
severity of the incident.
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k ,\
All discipline will conform to the grievance procedures of the existing labor
contracts and City Personnel Policy.
SECTION 2 - PERSONAL PROTECTIVE EQUIPMENT
A. Head Protection
1. Hard hats will be worn by all employees in any area where there is a
danger of falling objects or any other hazard which could cause a head
injury.
2. All employees operating or driving equipment without a solid top will
wear a hard hat at all times.
3. All regulations regarding head protection apply not only to employees but
to any individual who may be observing work where hard hats are
required.
4. All hard hats must meet ANSI standards. (Z89.1)
B. Eye Protection (ANSI Z87 1)
1. Protective eye and face equipment will be worn on all types of work where
there is a reasonable probability of injury from flying objects, sparks, acids
or other chemicals, grinders, welding equipment, etc.
2. If the hazard warrants, safety goggles and safety glasses will not substitute
for face shields, helmets, or other complete face and head protection.
3. All face and eye protection shall be placed near any equipment which
warrants their use. They will be placed in such a way that the operator can
reach them quickly and easily.
4. Always wear the maximum in eye protection. This will help to insure that
the eyes will be fully protected at all times.
5. City will provide safety glasses to all employees based on the current city
safety eye glass program.
C. Hand Protection
1. Every precaution must be taken in order to insure that the hands will be
completely protected. Suitable gloves must be used when handling any
type of sharp objects, hot materials, acids, or where there is any danger of
hand injury.
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D. Foot Protection (ANSI 241.1)
I. Every employee is to wear shoes suitable for their working conditions.
2. Safety-toed shoes will be worn by all employees working around the
movement of heavy equipment and materials. Moreover, safety-toed
shoes shall be worn around any job site where there is a potential foot
hazard.
E. Body Protection
1. All employees must wear clothing suitable to their particular working
condition. It is suggested that all employees wear clothing that will
protect them from such accidents as sunburn, cuts, scratches, etc. Also, it
is recommended that all employees working around moving machinery
use extreme caution when wearing any type of jewelry such as neck
chains, key chains, watch chains, or any other type of jewelry that could
get caught in this moving equipment.
2. All personnel DlllS1 wear clothing that has been issued to them by their
particular department which is appropriate for the season of the year and
the jobs to be performed.
F. Self Contained Breathing Apparatus (SCBA)
1. When any employee must enter a confined area where a dangerous amount
of gas may be present, they must wear an approved self contained
breathing apparatus. All self contained breathing apparatus will be
checked periodically in insure that they are in proper working condition.
All self contained breathing apparatus shall meet ANSI standards.
2. SCBA shall be worn if the breathing air is harmfully contaminated with
dusts, fumes, mists, gases, smokes, sprays, vapors, etc. This regulation
especially applies to confined areas.
3. Never trust your senses to determine if the air in a confined space is safe.
You cannot see or smell many toxic gases and vapors, nor can you
determine the level of oxygen present.
4. A standby person should be assigned to remain on the outside of the
confined space and be in constant contact, visual or speech, with the
workers inside. The standby person shall not have any other duties but to
serve as a standby and shall know who should be notified in case of an
emergency. Standby personnel shall not enter a confined space until help
11
arrives, and then only with proper protective equipment, life lines and
respirators.
G. Hearin~ Protection
1. Protectors shall be worn in areas where the noise exposure exceeds
recommended sound levels.
2. Protectors shall be worn when using air hammer, paving breaker, paving
saw, chain saw operation and wherever else noise exceeds noise standard
limits.
SECTION 3 - UPKEEP, FIRST AID, FIRE EXTINGUISHERS
A. Housekeeping
1. Good housekeeping is the responsibility of every employee. Moreover,
good housekeeping will help to eliminate many potential accidents. In
view of this, all departmental premises shall be clean and orderly. Locker
rooms, rest rooms, and lunch rooms are provided for your personal
comfort. It is to your advantage to help maintain a clean and sanitary
atmosphere in these areas.
2. All hallways, aisles, stairs, etc., shall be kept clear of all foreign objects.
Equipment and materials shall not be left or stored in these areas.
3. No materials shall ever be stored in such a way as to block clear access to
fire exits.
4. All equipment, tools, and other materials shall always be stored neatly and
out of the way of work and traffic.
5. Floors will be kept in a clean and dry condition to insure solid footing.
6. Grease oil, and other debris shall not be allowed to accumulate on the
floor. Moreover, if any grease, oil, or flammable liquids are spilled on the
floor, an approved absorbent shall be applied immediately
7. Oily rags shall not be allowed to accumulate around any departmental
premise. These rags must be disposed of in covered metal containers.
Garbage and rubbish shall not be allowed to accumulate. They shall also
be disposed of in the proper containers.
8. When not in use, flammable liquids shall not be allowed to stand in open
air containers. Flammable liquids shall be stored in approved safety
12
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containers. Flammable liquids shall not be stored in any quantity
exceeding the fire code and building code.
9. Flammable liquids shall never be stored near any welding operations,
motor vehicles, spark-producing work, or anywhere else the Fire Chief or
Fire Marshall has so designated.
10. Materials shall never be stacked closer than 24 inches from any sprinkler
head.
B. Office and Clerical Work
1. Employees shall maintain good housekeeping at all times. This includes
keeping the floors, aisles, stairs, etc., clear of misplaced equipment,
slippery substances, and general residue.
2. Employees will report immediately any of the equipment which has a
frayed or cracked electrical cord.
3. All office equipment shall be used and maintained according to the
manufacturer's recommendations.
4. If the hazard warrants, all exposed moving parts of power driven office
machines shall be covered with suitable guards.
5. Never handle a fan in such a way that the fingers may be struck by the
blade. Always unplug the fan before trying to move it.
6. Razor blades, broken glass, sharp objects, etc. shall not be thrown in the
wastebaskets unless properly protected.
7. Unbridged telephone lines, extension cords, etc. shall not be placed across
walkways. Bridging will help to prevent anyone from tripping or falling.
8. When not in direct use, all filing cabinet drawers and desk drawers shall be
kept closed.
9. Filing cabinets shall be kept secure so that when the top drawer is opened,
there is no danger of overbalancing.
10. Employees should not run down hallways or stairways.
C. First-Aid Kits
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1. All first-aid kits shall be inspected monthly to insure that expended items
are replaced. Supervisors shall designate those employees to perform said
inspections.
2. All first-aid kits will contain a fIrst-aid guide which has been approved by
the Safety Committee.
3. First-aid kits will be placed at various locations in city offices, garages,
some vehicles, etc. as determined by the Safety Director.
4. Employees shall know both the location and contents of first-aid kits.
They should be familiar with the proper use of first-aid supplies.
5. Emergency telephone number 911 shall be placed on the outside of all
first-aid kits.
Training programs for all City Employees will be conducted periodically in regard
to the first aid procedures.
D. First Aid Procedures
Prior to moving the victim, a determination of head or spine injury should be
made in order to establish if a jaw lift or head lift should be implemented.
1. Traumatic Shock
Traumatic Shock is a depressed condition of many of the body functions
due to failure of enough blood to circulate through the body following
serious injury. Traumatic shock is associated with injury to body tissue
from burns, wounds, or fractures. If a person develops shock and remains
in it, death may result even though the injury causing the shock would not
be fatal otherwise. Therefore, proper first aid to help prevent shock is
essential when caring for any seriously injured person.
a. Signs and Symptoms of Shock
(1) The most important signs are the victim's weakness,
coupled with a skin that is pale and moist and cooler than it
should be. The patient may vomit or complain of nausea.
Give first-aid for shock to all seriously injured people.
b. First Aid for Shock
(1) The patient should be kept warm and comfortable, but not
hot. In many cases, the only first aid measure necessary
14
and possible is to wrap the patient with a blanket both
underneath, as well as on top, to prevent loss of body heat.
(2) Keep the patient's body horizontal, or if possible, position
him/her so that their feet are 12-18 inches higher than his
head. An exception to this position is the case of a patient
who obviously has an injury to the chest, and who has
difficulty breathing. This patient should be kept horizontal
with head slightly raised to make breathing easier. Other
cases requiring similar consideration are those involving
heart attack, where breathing may be difficult, and with
nosebleed, to avoid strangulation.
(3) If there is head injury or a possible fracture of the skull,
keep patient level and do not elevate hislher feet.
2. Cardio Pulmonary Resuscitation (CPR)
a. If an accident victim does not exhibit pulse at the carotid artery in
the neck, begin CPR at once. This must be undertaken
concurrently with mouth-to-mouth. Loosen restrictive garments.
b. The heal of the hand only (keeping fingers raised off the chest
wall) is applied to the lower one-half of the breastbone, and
pressure applied to depress the breastbone one and one-half to two
inches. Compression and release is continued at one-second
intervals (faster for children). By compression of the heart in this
manner, circulation is maintained until the victim can be placed in
the hospital for further care.
c. If conditions require administration by one person, this is
accomplished by alternating the application of fifteen chest
compressions with two breaths, and continuing that sequence.
3. Wounds in Which Bleeding is Severe
a. Most external bleeding can be controlled by applying pressure
directly over the wound. Use a clean cloth or a part of the
clothing in real emergencies. However, application of the bare
hand may be necessary for quick action in stemming a major blood
loss until effective cloth material can be brought to use. After the
bleeding has been controlled, apply additional layers of cloth to
form a good sized covering. Ifblood saturates the dressing, do not
remove dressing, but add additional layers of cloth, and perhaps
tighten the bandage directly over the wound.
15
b. Thoroughly wash your hands and remove blood from your clothing
as soon as possible.
4. How to Avoid Frostbite
a. Stay out of high winds, they markedly increase the loss of heat.
b. Stay dry, as moisture also increases heat loss.
c. Dress properly, several different l'tVers are better than one bulky
heavy article: light socks under heavier socks; mittens instead of
gloves; loose boots.
d. Keep extra apparel in the car.
e. Avoid getting gasoline on your hands.
f. Don't try outdoor repairs on your car or equipment without gloves
or mittens.
g. Do not drink alcoholic beverages. The wann feeling is deceptive,
because the alcohol dilated blood vessels near the surface will lose
heat more quickly.
How to tell if it's Frostbite-- There will not be any question in your mind;
the part that has become frostbitten will have gone from being very painful
to being absolutely numb, whether it is your hands, feet, ears, or nose.
(The order in which parts of the body are most apt to be frostbitten.)
When you look at the frostbitten part, it will be pale, cold to touch, and
may feel like a chunk of marble or a stock of wood.
5. What to do About Frostbite
a. Seek help immediately. If you are far from help or in temporary
shelter, don't try to thaw the part immediately. If it thaws and then
becomes refrozen, it will cause more severe injury than if you
don't thaw at all.
b. Don't rub the affected part to restore circulation, and especially do
not rub it with snow.
c. Protect the frozen part. If it is a foot, don't walk on it. This, too,
will increase the extent of injury.
16
d. When you are in a permanent shelter, thaw the frozen part in water
that is between 1000 to 104 of.
e. Do not put the injured part in cold water and add warmer water
gradually. Do not put the affected part in a warm oven or too close
to a heat source.
f. It will take about 20-45 minutes to thaw out a frozen part in water
that is body temperature. There may be some pain as the part gets
warm.
g. In severe frostbite, blisters may form very quickly. Do not try to
break them.
h. Do not put bandages, salves, ointments--anything--on the
frostbitten part. If fingers and toes are involved, you may keep
them separated by wedges of cotton.
1. Seek medical help as quickly as possible. If it is necessary to
travel to a medical facility, be sure the injured part is protected by
towels or blankets to prevent refreezing.
J. It may take several days or even weeks before even your physician
can assess the damage done by the frostbite. Remember that "an
ounce of prevention is worth a pound of cure".
E. Fire Extinguishers
1. All city offices, shops, warehouses, and similar buildings will be equipped
with the proper fire extinguishers as determined by the Fire Chief or Fire
Marshal.
2. Every employee shall become familiar with the fire extinguishers in
his/her working area. Every employee shall be instructed by Fire
Department employees on it's proper use and operation.
3. Portable extinguishers shall be maintained in a fully charged and operable
condition, and kept in their designated places at all times when they are
not being used.
4. Extinguishers shall be conspicuously located where they will be readily
accessible and immediately available in the event of fire. They shall be
located along normal paths of travel as determined by the Fire Chief or
Fire Marshal.
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5. Extinguishers shall not be obstructed or obscured from view. Employees
shall avoid storing equipment or materials in such a manner as to obstruct
access to a fire extinguisher.
6. Fire extinguishers shall be visually inspected periodically by a service
company. They shall be recharged or replenished immediately after use.
7. If it is necessary to remove a fire extinguisher for recharging, replenishing,
inspection, or for any other reason, replacement units shall be provided by
the Fire Department.
8. To insure operability, all fire extinguishers shall be serviced annually or
according to the instructions of the manufacturer.
9. By law, all vehicles transporting explosive materials must be equipped
with fire extinguishers. All other vehicles required to carry fire
extinguishers will be determined by the Safety Director.
10. All drivers will be responsible for keeping the fire extinguisher in their
vehicle at the recommended level.
11. There are three different types of extinguishers to use on different types of
fires. The correct extinguishers must be used.
a. Class "A" - ordinary combustibles (wood or cloth).
b. Class "B" - flammable liquids.
c. Class "C" - electrical equipment.
SECTION 4 - OCCUPATIONAL INJURY CONTROL
The effectiveness of occupational injury control is directly related to the quality of
supervision existing, a thorough understanding of the hazardous jobs to be
accomplished, and daily operations that consistently follow practices specified in
published work rules.
A. Job Safety Analysis for Hazardous Work
To eliminate accidents in high hazard areas, it is mandatory that each supervisor
thoroughly check with workers on the hazards that exist and insure that they
understand the methods of doing each job safely when such hazards cannot be
eliminated.
Relying on memory alone during the instruction of an employee is assurance that
some important items may be overlooked. It is therefore essential that the
18
supervisor use published and approved work rules which define each hazardous
task the employees are responsible for and define the correct work procedures
for its safe accomplishment. This enables the supervisor to attain a consistent
quality of instruction that develops employee confidence. By providing the
employee with a copy of the work rules after instruction, the employee has a
ready reference for review any time. Procedures for job safety analysis are as
follows:
1. The job is broken down into basic steps. These steps describe what is to
be done in sequence. Omit details which have no bearing on the objective.
2. After the steps are listed, each step is analyzed for hazards that could cause
an accident. The purpose is to identify as many hazards as possible,
whether produced by the environment or connected with the mechanics of
the job procedure, so that each step of the entire job can be done safely and
efficiently.
3. When the hazards and potential accidents associated with each step are
identified and their causes understood, ways of eliminating them shall be
developed. These are four ways in which this can be handled:
a. Eliminate the process or operations or provide a substitute action
which can be done without the hazard, or
b. Isolate the process or operations so as to eliminate or minimize the
hazard, or
c. Provide guards or automatic devices to eliminate or minimize the
hazard, or
d. Provide personal protective equipment and enforce its use to
eliminate the possibility of injury.
4. Using the information gathered from the first three steps, division work
rules shall be written, disseminated among all employees, and maintained
on file for periodic review. This becomes a document to assist the
supervisor in instructing his or her employees in the safe method of
performing their jobs and what protective equipment will be
required. It also provides each employee with a source of information for
occasional review.
B. Job Safety Training
No Supervisor shall assume that a newly-hired, newly-assigned, or reassigned
employee thorougWy knows all the safe job procedures. Employees shall be
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trained. The four-point method of job instruction has been found best for all
hazardous operations: Preparation, Presentation, Performance, and Follow-up.
1. Preparation
a. Define the job and find out what the employee already knows
about safety job procedures.
b. Get the employee interested in learning the job.
c. Place the employee in the correct position according to abilities
and training.
2. Presentation
a. Tell, show, and illustrate one important step at a time.
b. Stress each key point.
c. Instruct clearly, completely, and patiently, but cover no more than
the employee can master each time.
3. Performance
a. Let the employee do the job; coach as necessary.
b. Have the employee explain each key point as the job is repeated.
c. Make sure there is good understanding.
d. Continue until you know the employee knows.
4. Follow-up
a. Put the employee on the job alone.
b. Designate where and how to get help.
c. Check frequently and encourage questions.
d. Taper off extra coaching and close follow-up.
C. Occupational IniUl:Y Review by City Safety Committees
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Any occupational injury which results in a disability causing loss of work of one
day or more, or a serious first aid case which necessitates extended light duty for
the employee, or any near accident deemed serious by the Safety Director, the
supervisor, the department or division head, shall be reviewed by the City Safety
Committee.
The Committee will objectively review occupational injuries for the sole purpose
of defining the exact cause, ruling whether it was preventable or non preventable,
and recommending the necessary corrective actions that will prevent its
recurrence. Functions of the Committee shall be as follows:
1. Convene as soon as possible after the accident to consider all evidence and
reports.
2. Interview the involved employee ID1d his or her immediate supervisor to
obtain all available facts on the case.
3. Verify equipment failure or malfunction (if this is claimed or determined
to be a cause) through the use of maintenance work orders of laboratory
analysis reports, if warranted.
4. Determine if the employee had been briefed on, and was complying with,
all published work rules and operating instructions.
5. Determine the exact cause of the accident (Le., ignorance of work
procedures, poor supervision, unsafe equipment, lack of equipment, or
other causes).
6. Review the injured person's past work record.
7. Determine if the accident was preventable or nonpreventable.
8. Report in writing to the supervisor, department or division head on what
the Committee finds to be the cause factors and make recommendations
for actions to be taken that will reduce the likelihood of a recurrence.
SECTION 5 - EQUIPMENT
A. General Rules
1. All equipment shall be maintained according to manufacturers'
specifications. This includes the replacing of parts such as sheer pins,
bolts, etc. which because of metal fatigue have been worn down. All
equipment will be kept in good operating condition.
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2. If any equipment is defective in such a way as to inhibit the safety of the
operator or others nearby, such equipment shall not be used.
3. All equipment that is deemed unsafe shall be removed from service until
such equipment has been repaired.
4. All employees will immediately report to their supervisor the discovery of
, any damaged equipment.
5. All equipment shall be properly inspected according to departmental
specifications.
6. Before using any piece of equipment, employees shall make a visual
inspection to determine its condition.
7. No tool shall be used which has been taped to repair a split, crack, or
splinter in the handle.
8. No employee shall throw tools or materials off of any type of elevated
structure. This includes the throwing of equipment down in
excavations, manholes, etc. Tools must be handed, not thrown, to other
workers. If the height warrants it, tools shall be sent up and down by hand
lines in safe containers, or ties with proper knots.
9. No employee shall carry pointed tools or open edged tools in their belt or
pocket unless fully covered and protected.
10. Repairs shall not be attempted on any type of moving machinery.
11. Misuse of equipment is prohibited. All equipment shall be used for the
purpose for which it was intended.
B. Transporting
1. No potential hazardous object shall be transported on the seat, under the
seat, floor boards, dash, or anywhere in the cab unless there is a tool kit
provided for that purpose or it is properly secured.
2. When transporting any kind of construction equipment such as tractors,
mowers, etc. on a flatbed trailer, the driver must make sure that such
equipment is securely tied down with load binders or other adequate
means.
3. Special care must be exercised in loading any equipment to insure that
such equipment will not shift or fall during time of transporting.
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4. All tools with sharp or pointed edges shall be stored in a safe and proper
manner in the containers provided.
C. Upkeep
1. All equipment must be maintained in such a way as to insure proper
working condition at all times.
2. All cutting tools must be kept sharp to prevent slips or rebounds which can
cause wounds. The cutting blade shall be securely fastened to the handle.
3. All tools shall be returned to their proper storage areas after each use.
While being stored, all cutting tools will have adequate guards. Knives,
etc. shall be kept in sheath or scabbard, holders or hangers.
D. Operation of Motor Vehicles
1. All city vehicles shall be driven in accordance with the motor vehicle laws
of the State of Minnesota. Fire and police vehicles responding to an
emergency would be the only exception to this rule. They also should be
driven according to departmental procedures.
2. All employees and their passengers nnm wear seat belts at all times in any
departmental vehicle so equipped, according to the State Statute of the
State of Minnesota.
3. While any vehicle is being refueled, all ignition systems shall be shut off
and the no smoking signs will be observed.
4. Transmitters in any vehicle will not be used while the gasoline tank is
being filled.
5. No employee shall jump off any vehicle in motion.
6. No employee shall ride on the running board, fender, hood, tailgate, etc. of
any vehicle.
7. No employee shall back any vehicle into any area which has not first been
carefully inspected for obstacles.
8. No employee shall drive any vehicle unless it has first been checked daily
for safe operation. This includes walking completely around the vehicle
checking for correct operation of lights, brakes, horn, tires, turn signals,
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etc. If the vehicle is deemed unsafe, it shall not be driven until all systems
are operating properly.
9. Headphones--no employee while operating a city vehicle shall wear
headphones or earphones, for the purpose of receiving or listening to
broadcasts or reproductions from radios, tape decks or other sound
producing or transmitting devices. This shall not prohibit the use,
however, of hearing aid devices by persons in need thereof.
10. No employee shall drive any vehicle in which any type ofload has
blocked clear vision to the back or sides unless equipped with mirrors
which give sufficient vision.
11. A red flag shall be attached to any material which protrudes four feet or
more to the rear of any vehicle. In night time operations, a red light must
be used.
12. All loads on any vehicle must be properly distributed to prevent shifting.
13. When there is a danger of any equipment being damaged because of
shifting, such equipment shall be secured properly. When necessary, such
equipment will also be padded.
14. Back up warning bells and alarms on trucks shall be in proper working
condition at all times.
15. Any slow moving vehicle being driven on public streets shall have safety
flashers operating when the vehicle is so equipped.
16. All vehicles designed to travel at speeds of25 miles per hour or less must
be equipped with a Slow Moving Vehicle emblem as required by law.
17. All vehicle exhaust systems will be thoroughly checked.
18. Running boards and steps on any vehicle should be covered with a non-
slip material.
19. Where applicable, lights, windows, running boards and steps shall be
cleaned frequently during ice and snow operations.
20. All vehicles must use extreme caution when crossing any railroad
crossmg.
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.
21. Any vehicle used in transporting explosive substances, chlorine, or
flammable liquids shall be properly marked and come to a complete stop
before proceeding across any railroad crossing.
22. All employees exposed to vehicular traffic shall be issued and required to
wear high-visual orange safety vests or other clothing when exposed to
this hazard.
23. When operating heavy equipment around work crew, both a visual and an
audible command shall be received by the operator before he or she moves
the piece of equipment.
24. Parking of Motor Vehicles.
a. All vehicles shall be parked in a safe manner. If parked on a slope,
the wheels shall be turned toward the curb. The proper parking
gear shall be used. If the hazard warrants, blocks will be placed
under the wheels as an additional precaution.
b. When it is necessary to park in the traffic lane of any public
roadway, appropriate signs, cones, four-way flashers, etc. shall be
used.
c. No vehicle shall park over the crest of a hill or on a curve where
vision is impaired. However, if the emergency is such that this is
not possible, flagperson and warning signs must be placed far
enough ahead to prevent any accidents.
E. lJ se of Ladders
Ladder work in itself is a hazardous situation. Most accidents occur because the
ladder has not been secured in the proper position. Therefore, to establish the
safest method for placing a ladder these general rules shall be followed:
1. Divide the height of the ladder by five and add two feet, thereby
establishing the distance between the butt of the ladder and the object
against which the ladder is to be placed.
2. No employee shall climb any ladder which has not been visually checked
for loose rungs, cracks, etc. No employee shall climb any ladder that is
not securely braced.
3. Ladders are not to be used on slippery surfaces, unless adequate safety
precautions have been taken. Some of these precautions include:
25
.
a. Bracing the ladder against a fixed object.
b. A second employee holding the ladder should secure solid footing.
c. A safety line should be secured from the bottom of the ladder to
the building or to the object which is to be climbed. This will keep
the ladder from kicking out.
4. Ladders which have broken or split rungs and side rails are not to be used.
Employees shall immediately report any damaged ladders to their
supervIsor.
5. Barricades shall be placed around any ladder where there is a danger of
falling tools, paint, materials, etc.
6. Two employees shall never be allowed to work on the same ladder at the
same time, unless the ladder was built for a two-person operation.
7. Unless it is absolutely necessary, no ladder shall ever be placed in front of
a door opening. However, if this cannot be avoided, the door shall be
locked and adequate warning signs placed on both sides of the door.
8. Never stand on the top rung or step of a ladder to do any type of work.
Employees shall use a ladder that is long enough to reach the working
area.
9. Ladders shall never be placed on top of boxes, etc. to gain additional
height. Ladders shall always be placed on a solid footing.
10. Before using a stepladder, employees must make sure that the cross
bracing which holds the ladder open is down and securely locked.
II. When raising or lowering an extension ladder, always place the hands on
the side rails, not the rungs.
12. Ladders shall not be used as runways, scaffolds, etc.
F. Welding
1. When welding, all required safety equipment must be worn.
2. Before welding operations begin, employees must do the following:
a. Check for weak spots in the lines.
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b. Inspect cylinder valves and hoses for leaks.
c. Check the immediate area for flammable materials.
3. The combination of oil or grease and oxygen is extremely flammable.
Therefore, oxygen cylinders shall not be handled with greasy or oily
gloves, and oxygen line fittings shall never be oiled.
4. A jet of oxygen must never be pennitted to strike an oily surface, greasy
clothes, or enter a fuel oil or other storage tame
5. Cylinders shall be kept far enough away from actual welding or cutting
operation so that sparks, hot slag, or flame will not reach them, or fire-
resistant shields must be used.
6. All empty cylinders must be securely closed and labeled "Empty".
7. Cylinder valves must be closed during the following circumstances:
a. When cylinders are empty.
b. While cylinders are being moved.
c. When cylinders are not in direct use.
8. Cylinders shall be kept away from any metal or conductive surface which
might be used as a grounding device for electrical current.
9. If cylinders are found to have leaky valves or fittings which cannot be'
stopped by closing the valve, the cylinders shall be taken outdoors away
from sources of ignition.
10. A hammer or wrench shall not be used to open cylinder valves. Ifvalves
cannot be opened by hand, the employee must notify his/her supervisor.
11. When it becomes necessary to transport pressurized vessels (chlorine,
oxygen, acetylene tanks, etc.) they shall always be transported in an
upright position. Suitable hand trucks shall be provided for that purpose.
When pressurized vessels are transported on a vehicle, they shall be
anchored in an upright position to prevent damage to the pressurized
vessel by falling.
12. Metal and other material which have been heated by welding or similar
operations shall be allowed to cool in a nonflammable area.
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13. All pressurized vessels must be in an upright position when in use or in
storage.
14. Screen for Welders--whenever arc or wirefeed welders are in use,
protective screen will be in place.
15. Electrical Welding
a. Grounding of welding frames shall be inspected to determine their
soundness.
b. Before welding begins, employees must check electrode cables to
insure that they are free from cracks and worn areas.
c. Electrode holders are to be stored in an area where they cannot
contact persons, conducting objects, or compressed gas containers.
SECTION 6 - MOTOR VEHICLE COLLISION CONTROL
The operation of vehicles is indispensable in conducting City business, and how
each vehicle is handled directly affects the production of each respective City
department and division. Vehicular collisions are potentially the most costly loss
we can incur when the summation of property damage, bodily injury, fatalities,
and liability suits is considered. We are insured, but we pay the premiums.
Unless perfect driving is the rule, the cost of insurance can mount to proportions
that will adversely affect every division in efforts to accomplish its mission and
maintain good public relations.
A. General Policies
Selection of employees who will be required to drive full or part-time shall be
done with care. The lives of people and the professionalism of City employees
are under public evaluation every time a City vehicle is operated, and it is of
paramount importance that only employees who have a healthy attitude toward
their driving responsibilities be assigned to driving tasks.
Drivers of City vehicles shall be considered qualified when capable of meeting the
following criteria:
I. Possess a valid driver's license of the proper class.
2. Capable of passing eye tests which determine visual acuity (near or
far), vertical and lateral balance, fusion, depth perception, field of
vision and color recognition.
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3. Capable of passing a City physical examination when a question of
fitness to drive arises because of prolonged or serious illness.
4. Capable of passing written tests on driving regulations whenever
required.
5. Capable of successfully passing a driver check ride administered
by his or her supervisor.
6. Capable of demonstrating familiarity with the type of vehicles
assigned.
7. Capable of passing a review of their driving record each year.
Employees driving City vehicles shall be required to attend Defensive Driving
Courses and periodic refresher courses when administered by the Police/Sheriff
Department.
1. Assignments for classes shall be made by the employee's division
supervisor to maintain satisfactory work schedules.
2. Frequency of employee attendance of Defensive Driving Courses
shall be determined by the supervisor when a review of records
indicates a need for training.
3. New employees required to drive City vehicles may be required to
complete a Defensive Driving Course satisfactorily before starting
their driving assignment.
4. Any driver involved in a preventable collision or demonstrating
questionable driving capabilities may be required to be retrained in
a Defensive Driving Course.
B. Responsibilities
Employees having a need for the use of City vehicles shall:
1. Assume full responsibility for their driving record while on duty.
2. Review the City Safety Committee decisions on accidents and take
all steps necessary to prevent a recurrence.
3. Establish policies on disciplinary actions that will be taken against
employees who show a repeated disregard for good driving
practices, and insure it is applied consistently.
29
4. Insist that all assigned vehicles are maintained adequately for safe
operation.
5. Establish periodic inspection of assigned vehicles for safety
discrepancies, malfunctions, signs of abuse, unreported damage
and cleanliness. Have repairs made as soon as possible.
6. Establish a City driving training program to promote defensive
driving.
7. Review each preventable vehicle collision and unsafe driving
report with their supervisor to emphasize management's
intolerance of irresponsibility behind the wheel.
8. Establish an aggressive campaign to enforce the wearing of seat
belts.
Supervisors, having direct authority over employees, shall:
1. Insure that employees do not drive any City vehicle unless they
have a valid drivers' license and are familiar with State and City
driving rules and regulations.
2. Insure that only authorized personnel be allowed to operate City
vehicles, special purpose vehicles and trucks.
a. An employee shall not be certified as authorized to operate
a special purpose vehicle until he or she has satisfactorily
demonstrated their complete familiarity with its functions.
The employee shall thorougWy understand the vehicle
operating instructions, vehicle limitations, emergency
procedures and be able to successfully pass an operator's
checkout test to the satisfaction of their supervisor.
b. These procedures shall be accomplished for each type of
special purpose vehicle and truck the operator is required to
operate.
3. Be alert in observing unsafe driving practices of City employees
and insure that action is taken immediately to correct the driver.
4. Review all preventable vehicle collisions with employees at City
Safety meetings and discuss each unsafe act that was responsible
so that something can be gained from the loss.
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5. Periodically ride with special purpose vehicle and truck drivers to
check for compliance with operating instructions and traffic
regulations.
6. Insure that unsafe vehicles are not driven until safety discrepancies
have been corrected by the equipment maintenance shop.
7. Fully utilize the decisions and recommendations handed down by
the City Safety Committee.
The Police or Sheriffs Department shall:
1. Establish driver performance standards and insure that all
employees understand them.
2. Administer a Defensive Driving Course for City employees and
maintain records on their attendance and need for retraining.
3. Establish a City drivers' licensing program for all operators of City
vehicles and periodically spot check drivers' qualifications and
validity of license.
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PART 2 - PUBLIC WORKS
SECTION 1 - STREET DEPARTMENT
A. ' Street and Highway Operations
1. General Rules
a. All employees exposed to vehicular traffic shall wear approved
highway safety vests, (usually a high visibility orange).
b. To minimize hazards from passing traffic, road crews shall park as
far off the traffic lane as possible. Cones, barricades, advance
warning signs must be placed before work begins.
c. Barricades and warning signs on temporary stands shall be erected
in such a manner that they will withstand the force of wind and
perhaps slight bumps from passing vehicles.
d. High-visibility orange flags, 18 inches square, or flashing amber
lights should be displayed on all single warning signs while
persons are working.
e. Flashing amber lights shall be used at night as alerting devices for
advance warning to on-coming traffic.
f. In order to attract the approaching drivers' attention, traffic control
devices must be in the proper position and in good or operable
condition. Damaged, defaced, or soiled signs must be cleared,
repaired, or replaced.
g. "Workers" signs shall not be left in place when the crew is not
working. All warning signs must be removed immediately upon
completion of work.
h. Should it be necessary to leave equipment unattended or stack
materials upon the roadway or right-of-way which could create a
safety hazard, warning devices, flashing lights, and/or flags shall
be placed which will adequately mark the hazard in daylight and in
darkness.
1. To minimize the need to cross the road, crews shall work one side
at a time, unless required to work on the centerline.
32
J. Employees must be extremely careful when they leave the center
of the road or area protected by traffic control devices.
k. Employees should always face traffic whenever possible.
1. Refer to MN/DOTs Appendix 'B' for proper placement of signs
and barricades at construction sites.
2. Flagpersons
a. OSHA 1926.201 refers to ANSI standard D6.1-1971 which is an
outdated standard. The new standard is ANSI D68.1(3)-1983; this
refers to the flagger paddles and is more up to date.
b. Flagpersons are provided to warn drivers of traffic hazards of road
work ahead and to assist traffic approaching any work area where
motorists or work persons might be endangered.
c. Flagpersons shall wear high-visibility orange safety vests and hats.
d. Flagpersons must be used at each end of extended one-way traffic
blocks.
e. Flagpersons must never stand in the traffic lane until the traffic is
stopped, although they may extend their signal into it. They must
be ready and able to get out of the way of traffic.
f. Flagpersons must be visible to traffic for at least five hundred
(500) feet. Night flaggers must wear reflective vest and be
illuminated by a light source.
g. For proper application of traffic control devices in short-term work
zones, refer to the latest edition of the Minnesota Manual on
Uniform Traffic Control Devices, "Appendix B". They will be
available in the vehicle so designated, and can be found in the
glove compartment ofthat vehicle.
B. Equipment Operations
1. Following are some major hazards for which operators should always be
alert:
a. Striking individuals or other equipment, particularly with the
blades.
33
b. Unexpected tipping of equipment on inclines.
c. Loss of control of the vehicle on steep inclines.
d. Sudden movements of parts while machines are being attached to
other earthmoving equipment.
e. Sudden collapse of embankments where equipment is working.
f. Blows from limbs of trees or when passing under overhead
obstructions.
g. Collisions with other vehicles in uncontrolled traffic within the
work area.
2. General Rules
a. Before starting equipment, operators will make sure that all
operating controls are in the neutral position and other work
persons are clear.
b. Before leaving equipment, operators will make sure that plows and
blades are dropped, emergency brake is on, keys are removed and
the machine is locked up.
c. No more than the required number of operators or trainees shall be
on the machine during operation.
d. Before the actual operation begins, always study the work area for
such things as traffic, holes, mud, ice, smoke, etc.
e. Operators shall gear down before starting down long, steep
inclines.
f. No employee shall ever ride in the scoops of earthmoving
machinery.
g. The buckets of loading machines are not to be used as elevators to
lift personnel.
h. Work persons shall not sit in front of or in back of parked
machines because of the possible risk of injury if the machine is
suddenly started.
34
1. When loaders are driven empty, the bucket should be no more than
36 inches from the ground.
J. Operators of backhoes shall not allow the boom or the load to pass
over any individual.
k. All personnel working around machines must wear a hard hat when
falling objects could cause injury.
1. Unless absolutely necessary, the operating controls shall never be
left unattended while the engine is running.
m. AL WAYS drive at a safe speed.
n. Before starting equipment, always check the tires, brakes, etc.
o. Always keep equipment free of grease on rails, pedals, knobs,
floors, etc.
p. Machines shall be driven slowly off the road to avoid the sudden
dropping of one wheel.
q. Employees are not to jump offheavy equipment. They shall use
the steps and handholds provided.
r. OSHA regulations require that every earthmoving or compacting
machine that has an obstructed view to the rear will have an
operating reverse signal alarm when it is in reverse gear, unless its
maneuvers are controlled by a signal person.
s. Operators shall not stop or turn road equipment on a curve or at the
crest of a hill unless they can clearly see approaching traffic for at
least one thousand (1,000) feet.
3. Signals
a. Advance warnings and flagpersons must be placed at any point
under construction where construction vehicles cross traffic lanes.
b. Construction machinery operating in close quarters, adjacent to
excavations, buildings, work persons, or other equipment which
constitutes a hazardous working condition shall be under the
control of a signal person.
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c. Advance warning signs must be placed on all roads under
construction where heavy equipment is operating.
4. Repair Work
a. Before repairs or attachments are made, operators shall make
certain that the motor is not running. If the equipment must be
operated to make repairs on attachments, extreme caution shall be
used.
b. No employee shall be allowed to work under any raised part of
heavy equipment unless it is blocked up.
c. Employees shall use guide pins, not fingers, to align holes when
parts (spreaders, snow plows, etc.) are being fitted.
C. Excavations. Trenching and Shoring
1. General Protection Requirements
a. All employees shall wear the personal protective equipment issued
to them by the department. Hard hats shall be worn when working
in excavations when a possibility of head injury exists from falling
objects.
b. Employees exposed to vehicular traffic will wear a reflectorized
highway safety vest.
c. Daily inspections of excavations shall be made by a competent
person. If evidence of possible cave-ins or slides is apparent, all
work in the excavation shall cease until the necessary precautions
have been taken by the supervisor to safeguard the employees.
2. General Requirements
a. All excavations shall be properly barricaded by signs, cones,
fencing, etc., to prevent public access near the work site.
b. If a sidewalk area is disrupted by excavation work, employees shall
provide pedestrians with an alternate route.
c. When working in any type of excavation, employees must make
sure that they always have an immediate means of exit.
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d. There shall always be a minimum oftwo (2) persons plus operator
on all trenching and excavations.
e. All employees must exit trench when heavy equipment is
excavating around gas or electric lines. Equipment must cease
operations when employee enters trench.
f. All employees must exit trench prior to heavy equipment
compactor operation on site.
g. All employees must exit trench when heavy equipment is
backfilling trench.
h. Employee must not enter a trench that does not meet OSHA
requirements.
3. Specific Excavation Requirements
a. OSHA:1926.651(a) - "Prior to opening an excavation, effort shall
be made to determine whether underground installations, i.e.,
sewer, telephone, water, fuel, electric lines, etc., will be
encountered and, if so, where such underground installations are
located. When the excavation approaches the estimated location of
such an installation, the exact location shall be determined and
when it is uncovered, proper supports shall be provided for the
existing installation. Utility companies shall be contacted and
advised of proposed work prior to the start of actual excavation".
b. OSHA:I926.651(d)--"Excavations shall be inspected by a
competent person after every rainstorm or other hazard-increasing
occurrence, and the protection against slides and cave-ins shall be
increased if necessary".
c. Before entering any excavation, employees must first make sure
that excavated material is stored and retained at least two feet or
more from the edge of excavation.
d. OSHA: 1926.651 (p )--"Division ditches, dikes, or other suitable
means shall be used to prevent surface water from entering an
excavation and to provide adequate drainage of the area adjacent to
the excavation. Water shall not be allowed to accumulate in an
excavation".
4. Specific Trenching Requirements
37
a. Banks more than five (5) feet high shall be shored, laid back to a
stable slope, or some other equivalent means of protection must be
used to safeguard against cave-ins.
b. When employees are working in trenches four (4) feet deep or
more, they must make sure they have an adequate means of exit,
such as a ladder or steps. This exit shall be located as to require no
more than twenty-five (25) feet ofIateral travel.
c. OSHA: 1 926.652(k)--"Portable trench boxes or sliding trench
shields may be used for the protection of personnel in lieu of a
shoring system or sloping. Where such trench boxes or shields are
used, they shall be designed, constructed, and maintained in a
manner which will provide protection equal to or greater than the
sheeting or shoring required for the trench".
d. OSHA: 1 926.652(1)--"Backfilling and removal of trenching
supports shall progress together from the bottom of the trench.
Jacks or braces shall be released slowly and, in unstable soil, ropes
shall be used to pull out the jacks or braces from above after
employees have cleared the trench".
D. Garage
1. A safety tire rack, cage, or equivalent protection shall be used when
inflating tires installed on split rims, or rims equipped with locking rings
or similar devices.
2. Dump boxes and other hydraulic lifting or loading units shall be securely
blocked when being serviced.
3. Employees are not to rely upon jacks to support equipment raised for
inspection or repair. Blocks or other types of support must be used to
stabilize the load.
4. Good housekeeping shall be maintained at all times. Spilled grease or oil
must be cleaned up immediately. Tools and other equipment must be
placed in their proper storage areas when not in use.
5. If an engine is operating while in the shop, the exhaust evacuation system
must be put into operation.
6. During the operation of the hoist, the safety latch must be engaged at all
times.
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E. Chain Saws
1. Chain saw operators must wear safety glasses, hard hats, chaps, gloves, ear
protectors, and other prescribed safety equipment.
2. The motor of a chain saw must be shut off during the following
circumstances:
a. No refueling shall be done until exhaust system is sufficiently
cooled.
b. While unattended.
c. While being carried from one location to another.
d. While adjusting the chain or the cutting bar.
3. While in operation, the chain saw must be held with both hands.
4. Never cut directly overhead.
5. When not in use, the chain or the saw must be suitably guarded.
6. When starting a chain saw, it must be placed against a solid support.
SECTION 2 - MANHOLES, UNDERGROUND FACILITIES, SANITARY AND
STORM SEWERS
1. Watermain Repair - all water pressure must be removed from the section
ofwatermain being repaired. This should occur prior to repair.
2. Sanitary Line Testing - employees must not enter a manhole when the
sanitary line is being air tested.
3. Manhole, Lift Station, and Vault Entry - before entering a Class I, II, or III
manhole, lift station, vault or any other type of confined space, the
atmosphere must be checked with a gas detector. If the atmosphere is in a
condition where dangerous air contamination, oxygen deficiency, or
oxygen enrichment may exist, an employee may not enter unless the
Safety Director has given his/her approval.
A confined space is defined as a special configuration that could result in
any of the following:
39
a. Atmospheric condition is a condition in which a dangerous air
contamination, oxygen deficiency, or oxygen enrichment may exist
or develop.
b. Entry/exit access is a condition where the emergency removal of a
suddenly disabled person is difficult due to the location or size of
the access opening.
Confined space entry means any action resulting in any part of the
worker's face breaking the plane of any opening of the confined
space, and includes any ensuing work activities inside the confined
space.
Dangerous air contamination is an atmosphere presenting a threat
of death, acute injury, illness, or disablement due to the presence of
flammable, explosive, toxic, or otherwise injurious or
incapacitating substances.
(1) Dangerous air contamination due to the flammability of a
gas or vapor is defined as an atmosphere containing the gas
or vapor at a concentration greater than ten (10) percent of
its lower explosive (lower flammable) limit.
(2) Dangerous air contamination due to a combustible
particulate is defined as a concentration greater than ten
(10) percent of the minimum explosive concentration of the
particulate.
(3) Dangerous air contamination due to a toxic, corrosive, or
asphyxiant substance listed in Code of Federal Regulations,
Title 29, Part 1910, Sub-part z, is defined as a concentration
above the listed numerical value of the permissible
exposure limit (PEL). In addition, an atmospheric
concentration above the numerical limit listed on the
Material Safety Data Sheet prepared for a hazardous
substance in conformance with Code of Federal
Regulations,Title 29, Section 191 0.1200(g)(2)(vi) or the
Minnesota Employee Right-to-Know Standards, Chapter
5206.
(4) Dangerous air contamination that presents an acute illness
hazard represents an atmospheric concentration
immediately dangerous to life and health (IDLH); for
example, above a maximum concentration from which one
could escape within thirty (30) minutes or the length of
40
time a worker will be exposed, which ever is longer,
without any escape-impairing symptoms or any immediate
severe health effects. "Immediate severe health effect"
means that an acute clinical sign of a serious, exposure-
related reaction is manifested within 72 hours after
exposure.
Oxygen deficiency is defined as an atmosphere containing
oxygen at a concentration of less than 19.5 percent by
volume.
Oxygen enrichment is defined as an atmosphere containing
oxygen at a concentration greater than 23 percent by
volume.
4. Entry into and work within confined spaces.
Class I: Confined spaces where an atmosphere with dangerous air
contamination, oxygen deficiency, or oxygen emichment is unlikely to
develop.
a. Employers whose operations require workers to perform routine
repetitive entry into low hazard chambers such as boilers, vaults,
vessels, tanks, bins, and vats, where no risk of engulfment can
exist, and where the atmosphere cannot develop a dangerous air
contaminant or oxygen emichment, and where all known sources
of hazard are positively controlled, may issue an annual permit for
this type of entry instead of separate permits for each space, if
established entry practices and procedures are in effect as outlined
below. The employer may, at its discretion, allow entry by one or
more workers without a standby person when work under the
following conditions is performed:
(1) Establish specific entry practices and procedures as
required in part 5205.1020, subpart 3, items A., B., and D.
to 1. that must be followed for entry by annual permit
before any worker may be authorized to make an entry.
(2) Train workers in the practices and procedures required for
such entries.
(3) Assure that one or more of the following requirements are
met:
41
(a) The space has been ventilated before entry using a
mechanically powered ventilator for not less than is
specified in the ventilation nomograph prepared for
that ventilator, and that ventilation continues
throughout the entry.
(b) All areas of the confined space are continuously and
effectively ventilated; such ventilation shall provide
positive ventilation of clean air at a rate of at least
200 cubic feet per minute per occupant, or in
confined spaces larger than 2,000 cubic feet, six (6)
air changes of the confined space volume per hour;
or
(c) There is a no effective ventilation, but appropriate
continuous oxygen monitoring is performed to
assure that permit conditions are maintained.
(4) Revoke the permit whenever any tests performed during
confined space occupancy show deviation from acceptable
conditions to a hazardous condition. In these
circumstances, entry may be made only by an entry
procedure as outlined in subpart 2 or 3.
b. Employers whose operations require workers to perform routine
repetitive entry into confined spaces where entry permits are
required and that are unlikely to develop a dangerous air
contaminant, oxygen deficiency, or oxygen enrichment and have
no potential for an engulfment condition, may issue an annual
permit for this type of entry instead of a separate permit for each
space if established entry practices and procedures are in effect as
outlined below. The employer may, at its discretion, allow entry
by one or more workers without a standby person when work
under the following conditions is performed:
(1) Establish specific entry practices and procedures as
required in part 5205.1020, subpart 3, items A., B., and D.
to 1. that must be followed for entry by annual permit
before any worker may be authorized to make an entry.
(2) Train workers in the practices and procedures required for
such entries.
(3) Assure that whenever entry into a confined space is to be
made, workers test the atmosphere before entry using an
42
appropriate direct reading instrument (or other device
capable or quantitatively identifying anticipated
contaminants) with a remote sampling prove, testing for the
following conditions and in the following order: oxygen
concentration, combustible gas, and suspected toxic
material, if any. While occupied, additional continuous
monitoring for these gases or vapors shall be done during
the entry period to assure that a potentially dangerous
atmosphere does not develop in the confined space.
(4) Assure that continuous and effective positive ventilation is
provided to the confined space at a minimum rate of200
cubiC feet per minute of clean air per occupant or, in
confined spaces larger than 2,000 cubic feet, an exchange
of six (6) air changes of the confined space volume per
hour.
(5) Revoke the permit whenever any tests performed during
confined space occupancy show deviation from acceptable
conditions to a hazardous condition. In these
circumstances, entry may be made only by an entry
procedure as outlined in subpart 2 or 3.
Class II: Confined spaces where an atmosphere free of dangerous air
contamination, oxygen deficiency, or oxygen emichment has been
verified.
a. At least one (1) person shall stand by on the outside of the confined
space ready to give assistance in case of emergency.
b. Visual, voice, or signal line communications shall be maintained
between all individuals in the confined space and the standby
person.
c. An approved safety belt or harness with an attached line shall be
used where practical and feasible. The free end of the line shall be
secured outside the entry opening. The line shall be at least 2,000
pounds test.
d. The standby person shall not enter the confined space without
alerting an emergency response team such as the fire department or
other trained rescue workers of the intent to enter the confined
space. Entry shall only occur after proper tests have been
performed to show that a dangerous air contaminant, oxygen
deficiency, or oxygen emichment does not exist or the standby
43
person is protected as prescribed in subpart 3, item C and D, sub
item (I).
Class III: Confined space where an atmosphere free of dangerous air
contamination or, oxygen deficiency, or oxygen enrichment cannot be
verified. The requirements of this part apply to entry into and work within
a confined space whenever an atmosphere free of dangerous air
contamination, oxygen deficiency, or oxygen enrichment cannot be
verified through the implementation of the applicable provisions of part
5205.1030, or whenever due to an emergency, dangerous air
contamination, oxygen deficiency, or oxygen enrichment cannot be
prevented through the implementation of the applicable provisions of part
5205.1030.
a. Tanks, vessels, or other confined spaces with side and top openings
shall be entered from side openings when practicable. For the
purposes of this part, side openings are those within 42 inches of
the bottom.
b. Appropriate, approved respiratory protective equipment, in
accordance with Code of Federal Regulations, Title 29, Section
1910.134, shall be provided and worn.
c. An approved safety belt or harness with an attached line must be
used. The free end of the line shall be secured outside the entry
opening. The line shall be at least 2,000 pounds test.
d. At least one person shall stand by on the outside of the confined
space ready to give assistance in case of emergency.
(I) The standby person shall have appropriate, approved
respiratory protective equipment, including and
independent source of breathing air that conforms with
Code of Federal Regulations, Title 29, Section
191 0.134( d), available for immediate use.
(2) A standby person protected as prescribed by item c and d
may enter the confined space, but only in case of
emergency and only after donning the required personal
protective equipment and alerting an emergency response
team such as the fire department or other trained rescue
workers of their intention to enter the confined space.
44
(3) Visual, voice, or signal line communications shall be
maintained between all individuals in the confined space
and the standby person.
e. When entry must be made through a top opening, the following
requirements also apply.
(1) The safety harness shall be of the type that suspends a
person in an upright position.
(2) An approved hoisting device or other effective means shall
be provided for lifting workers out of the space.
f. Work involving the use of flame, arc, spark, or other source of
ignition is prohibited within a confined space (or any adjacent
space having common walls, floor, or ceiling with the confined
space) that contains, or is likely to develop, dangerous air
contamination due to flammable or explosive substances.
g. Whenever gases such as nitrogen are used to provide an inert
atmosphere for preventing the ignition of flammable gases or
vapors, no flame, arc, spark, or other source of ignition may be
pennitted unless the oxygen concentration is maintained at less
than twenty (20) percent of the concentration that will support
combustion.
(1) Testing of the oxygen content shall be conducted with
sufficient frequency to ensure confonnance with this
requirement.
(2) A written record of the results of such testing shall be made
and kept at the work site for the duration of the work.
h. Only approved lighting and electrical equipment may be used in
confined spaces subject to dangerous air contamination by
flammable or explosive substances.
Precautions for emergencies involving work in confined spaces - at least one
person trained in first aid and cardiopulmonary resuscitation (CPR) shall be
immediately available whenever the use of respiratory protective equipment is
required by this part. Standards for CPR training shall follow the principles of the
American Heart Association or the American Red Cross.
SECTION 3 - WATER TREATMENT
45
A. Chlorine Gas
1. Identification - In a pure liquid state, chlorine is a clear amber color.
However, upon contact with the atmosphere in a heavy concentration,
chlorine takes on a greenish-yellowish color.
2. Rules for Safe Handling
a. Chlorine tanks shall always be handled with extreme caution.
NEVER drop a chlorine tank. Never carry a chlorine tank by its
control valves.
b. No employee shall ever enter a chlorine room in which a leak has
been detected without first putting on a contained breathing
apparatus.
c. All self contained breathing apparatus shall meet ANSI standards.
All self contained breathing apparatus shall be checked
periodically for proper operation.
d. Valves on both ton bulk containers and cylinders will deliver full
volume after one (1) complete counter-clockwise turn. Turning
beyond one (1) complete revolution can damage the valve.
Therefore, extreme caution must be used when opening any valve.
The proper wrench size shall be used since the twisting force of a
larger wrench may damage the valve.
e. Cylinder valves shall not be repaired or altered. Only the owner of
chlorine containers shall make such repairs.
3. Leaks
a. The fire department will be notified and brought to the scene.
b. All safety equipment shall be worn while repairing any chlorine
leaks.
c. Upon the discovery of a chlorine leak, ventilation and exhaust
systems shall be immediately turned on.
d. All chlorine attendants shall be instructed on the correct procedures
for repairing a chlorine leak.
46
e. A squeeze bottle filled with ammonia or a rag dipped in ammonia
is necessary in locating a leak. If the leak is found in the valve,
tightening the packing nut usually will correct the situation.
4. Storage
a. Each chlorine room shall have an adequate ventilation system
designed for the removal of chlorine gas. All ventilation systems
must be in operable condition and should be checked periodically.
b. Protective caps shall be placed on all cylinders full or empty when
not in use.
c. When not in use all cWorine tanks must be secured tightly and in
an upright position.
d. All defective chlorine cylinders must be red-tagged.
e. All cylinders must be marked as soon as they are empty.
f. Never store cylinders near any flammable materials.
g. All cylinders should always be stored in a cool dry place.
h. Always keep cylinders away from sources of direct heat.
5. First Aid
a. When entering into any chlorine room, the door should always be
opened slowly. In case of a heavy concentrate of gas, the above
procedure will allow the chlorine attendant to close the door before
inhaling fumes. However, if fumes are inhaled, if chlorine gets in
the eyes, or if the skin is contaminated, the following procedures
shall be used:
1. Call 911 immediately.
2. Remove the employee immediately to fresh air.
3. If available, oxygen should be administered.
4. In case of a skin burn due to chlorine, pour large quantities
of water over the infected area, to be followed by washing
with two percent acetic acid.
47
5. If chlorine gets into the eyes, immediately flush with large
quantities of water to be followed by the application of
liquid petrolatum.
B. Hydrofluosilicic acid (Fluoride)
1. Proper Handling
a. When handling hydrofluosilicic acid, always use the utmost safety
precautions. Employees shall use the proper safety equipment.
Rubber gloves, rubber aprons, rubber boots, chemical goggles and
other protective equipment shall be used.
b. Care should be used to avoid breathing fluoride fumes. Also,
precautions should be taken not to allow this acid to enter any cuts
or sores.
c. Always wash thoroughly after handling fluorides and immediately
clean up any acid spills.
2. First Aid
a. Internal Poisoning--Call 911 first, then proceed as follows:
(I) As soon as possible, to dilute and neutralize, drink a large
glass oflime water (saturated solution of calcium
hydroxide), or 1 % solution of calcium chloride, or a large
quantity of milk.
b. External Poisoning - wash the affected area with large amounts of
warm water.
c. Eye Injury - flush immediately with large amounts of water.
48
REFERENCES
MINNESOTA
"Employee Right to Know Act of 1983"
Prepared by: Minnesota Dept. of Labor and Industry Revised 1985
EXCAVATING AND TRENCHING OPERATIONS
U.S. Department of Labor
Occupational Safety & Health Administration OSHA 2226 1985 (Revised)
TRAFFIC CONTROL FOR SHORT TERM STREET
01: Highway Work Zones - "Appendix B" September 1985
FOR PROPER APPLICATION OF TRAFFIC CONTROL DEVICES IN SHORT-
TERM WORK ZONES, REFER TO THE LATEST EDITION OF THE MINNESOTA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. "APPENDIX B". THEY
WILL BE AVAILABLE IN THE VEHICLE SO DESIGNATED, AND CAN BE
FOUND IN THE GLOVE COMPARTMENT OF THAT VEHICLE.
49
ATTACHMENT A
A WORKPLACE ACCIDENT AND INJURY
REDUCTION PROGRAM
. '
An Employer's Guide to Developing
A WORKPLACE
ACCIDENT AND
. . INJURY REDUCTION
. .
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N
ATTACHMENT B
PERSONAL PROTECTIVE EQUIPMENT STANDARD
. .
Personal Protective
Equipment
Standard
Provided for you by
the Loss Control
Department at
Berkley
Administrators
Part 1910 - Amended
Subpart 1 - Personal Protective Equipment
Authority: Sections 4, 6, and 8 of
the Occupational Safety and Health (2) The employer shall verify that
Act of 1970 (29 D.S.C. 653,655, the required workplace hazard
657); Secretary of Labor's Order assessment has been performed
No. 12-71 (36 FR 8754),8-76 (41 through a written certification that
FR 25059), 9-83 (48 FR 35736) or identifies the workplace evaluated;
1-90 (55 FR 9033), as applicable; the person certifying that the
_.~29_ CFR part 1911, as applica~le, ...evaluation has been performed; the
-,c_'J;~?~%fr;: ',' -"il~g[aPh~;:~?->::,:,....~~i~f~~~ff~~~:~~:htr;e~~~dth~~:;:~:~~ as
through {ij~r~1i~a.iidio -a~roPt~tion of hazard assessment.
_~~:.1~O.132 ~Oi'~~~~~fOllows: ~:-o5~';
, '. (e) D~t~s!.txe and damagedequip-
'1910.132 Genef,~:1~~;quirements. ment.~@:tive or damaged per-
-.- . -;..~.'-.'"...-.-. sonalm-:'''-'':~:':>':tive equipment shall not
"';(d) Hazard A~' be us~r
ment Selectio .-~.. .'" '
-'C'.i'(~};;~zt. .._~~ft~?::':~~:ii:a .,.
- workplace to determine ifhat'
are present, or are likely to be
present, which necessitate the use
of personal protective equipment
(PPE). If such hazards are present,
or likely to be present, the em-
ployer shall:
1. The authority citation for
subpart I of part 1910 is
revised to read as follows:
Note: Non-mandatory Appendix B
contains an example of procedures
that would comply with the require-
ment for a hazard assessment.
(i) Select, and have each affected
employee use, the types of PPE that
will protect the affected employee
from the hazards identified in the
hazard assessment;
(ii) Communicate selection deci-
sions to each affected employee;
and,
(iii) Select PPE that properly fits
each affected employee.
2
~'. . ..~:,>"C:A,_..-.,;::.;:.
s"..".(1) TIl&:;;mployer shall provide
training to each employee who is
required by this section to use PPE.
Each such employee shall be trained
to know at least the following:
(i) When PPE is necessary;
(ii) What PPE is necessary;
(iii) How to properly don, doff,
adjust, and wear PPE;
(iv) The limitations of the PPE; and
(v) The proper care, maintenance,
useful life and disposal of the PPE.
(2) Each affected employee shall
demonstrate an understanding of
the training specified in paragraph
. -
(f)(1) of this section, and the ability
to use PPE properly, before being
allowed to perform work requiring
the use of PPE
acids or caustic liquids, chemical
gases or vapors or potentially
injurious light radiation.
(2) Each affected employee shall
use eye protection that provides
side protection when there is a
hazard from flying objects. Detach-
able side protectors (e.g. clip-on or
slide-on side shields meeting the
pertinent requirements of this
section are acceptable.
(3) When the employer has reason
to believe that any affected em-
ployee who has already been
trained does not have the under-
standing and skill required by
paragraph (f)(2) of this section, the
employer shall retrain each such
employee. Circumstances where
retraining is required inclu~e,but (3) Each affected employee who
are not limited to, situatio,~":\yhere: wears prescription lenses while
:>; '. engaged in operations that involve
(i) Changes in the workplace render eye hazards shall wear eye protec-
previous training obsolet~~gr, " ,VR~. th,ftincorporates the pr~~Hfj -
.'''c': .;..,;:t;F;}:ti?*;i1"l'~iS:;~~~ign, or shalJ.;~e,~~
(ii) Changes in the types:offREto;\;:'pfoiettliJnj'~t'can~;~Qh!~<NE'
be used render previous ~~g-:'" the prescdptiQ!!ite.PJ~;gi.\iitl1~ut
obsolete; or,;'~_:,:' disturbing thepmp~~i5osition of
,,' ,. ,tlie~pr~riptionti~~~s or the
(iii) Inadequacies in an aff~i:iibd 'protectivelenseiic'i,;yJ
employee's ~owledge o{tl~of ' :;c';>'
assigned PPE indicate thattl!e.c" ," '; (4) Eye and fllS~~~~:~hall be
employee has not retainedt1:i~.;i> distinctly [lllif~[d;J(,( :, ;tate
requisite understanding or Sklilftff~;t1if8t:f~~t~~~~~~~~'?fihe"'.;:;~::i~~
(4) The employer shall verify that . ;'(S)'Eachaffected employecfsn
each affected employee has re- use equipment with filter lenses that
ceived and understood the required have a shade number appropriate
training through a written certifica- for the work being performed for
tion that contains the name of each protection from injurious light
employee trained, the date(s) of radiation. The following is a listing
training, and that identifies the of appropriate shade numbers for
subject of the certification. various operations.
3. Section 1910.133 is revised
to read as follow:
1910.133 Eye and face protection.
(a) General Requirements.
(I) Each affected employee shall
use appropriate eye or face protec-
tion when exposed to eye for face
hazards from flying particles,
molten metal, liquid chemicals,
3
.. "
Filter Lenses for Protection
Against Radiant Energy
~-~'-~--'-~-~---"---~4
l'l..,~v. . ." >, . .' (,'It ii" 'j'-'
(- ~ " , _' ~ ~ f f ". 11.
~ '" :~':;-(:.';;;i~a,'.r: '''';~i''~p~.':;~i~'i. ~
;:. -~ _>_1,.~ ,,,,", .'" ',__ 1
; 'tlr::(:y~'.:" ..'~ <.?>T:"!("r~yHr;Y"j'l . t:"7.;! '::1' ".(' ;
~;, :-.1)' .... 3.r-..A.,~tJ.t,-=,)., ",..,!$.., .::::.....'f,}.~l..- <
~-""" ~ ~~W",,/;;:_~......_""_~~~~___.....~_.~."'^_"""^ _~~""~~->>"^'''~''Y'''''''_ ~'-AN4
Shielded metal arc welding
Less than 3
3-5
5-8
More than 8
Less than 60
60-160
160-250
250-550
7
9
10
11
I
I
I
I
I
Gas me~aI.arc welding and
flux c2f~:i1rc welding
"
, '
'-"~::'~:~:::f~~} ::.,., ..-:~;;::.Y:H':~~~~~~';t~-t
. . <.':-~;~!Iili~f~~::t0{{S"~~.~'~~:<-' .
:;,': ..-:.'....."-."
Less than 60
60-160
160-250
250-550
'<~'i'''',~:'''~.,;~sthan 50
~'5SFJ~0
i5Qi:SOO
..;'_;:,:,.>:'"i"
7
10
10
10
8
8
10
10
11
8
9
10
3
2
14
'.:. ',,~~:-,:;-:---<',; -;,~;;;.~;.- '-"- :;': ': -, . '. y' :.,. ~. ,," .,
Gas tuD.gsJ~ifarc welding
(Light) Less'ilifui'soo
(Heavy) 5~X990
Pla<ma.~~1~;~1l02ili~~~~~*i~i~i~Jt Lessillitsoo
Torch brazing
Torch soldering
Carbon arc welding
* As a rule of thumb, start with a shade that is too dark to see the weld zone. Then go to a
lighter shade which gives sufficient view of the weld zone without going below the minimum.
In oxyfuel gas welding or cutting where the torch produces a high yellow light, it is desirable
to use a filter lens that absorbs the yellow or sodium line in the visible light of the (spectrum)
operation.
** These values apply where the actual arc is clearly seen. Experience has shown that lighter
filters may be used when the arc is hidden by the workpiece.
4
Filter Lenses for Protection
Against Radiant Energy
~~~-'''',;~~~..'''''''''"'~~'','-
fA~Y-";"-'*'''?' / 'h~" ,'.':h";,>' ~#;" <<>~,.h~~::' . ,_t~l,;J.,Wi,,:,,~tj
Kf:' U', ", '~', ' u fl:tf:f~i4 >1:'1'
~> ' v 4 y y v "~ ~ 7J.AJ.g;i.>J._t_~~ ~ u
l'i';:';:~: ::: ;:~:t:'i~~,jh _, ,~:~':;,:;' l,fl":Y'..1 ~ .. "',
~""'A""'~~~~"~-"'''--
Gas welding: Light
Medium
Heavy
Under 1/8
1/8 to 1/2
Over 1/2
Under 3.2
3.2 to 12.7
Over 12.7
4
5
6
Oxygen cutting: Light_>:
~:~1c;g
~ . - - '.-;
Under 1
I to 6
Over 6
Under 25
25 to 150
Over 150
3
4
5
,_ <,"::,,-..:," ./:::;_;~c:~:- ": .'~:(i.:;/,.(//N.:;;:~<
,:': ~?~?~j/,.;~.i~~~~~i.?;::: : _ .:~ ,_,.~" :.:_~,-:YjX~~'~-{:~:/, - _ .,' .. ~~::~::~~.-~?; .:_:;.,,~~::~ ~'.~~.,!~{~.,;:-~~~:.:;:i.'_::~' --", "
* As a rule of thumb, stait\VljJj':tt'shadethat is too;di1r~to.~~ili~/wddiorie~J'hei1"go to a
lighter shade which givessuft1,c:ie'rit view of the weia~~:WJ$dtit going below the-iItinimum.
In oxyfuel gas welding oI',~tt.ing ~here.thetorchproiI~~Jhigh yellow light, it fsde~irable
to use a filter lens that aJj~ortls.the yellO\v'orsodiiJm li&~1plhe visible light of the (sp~gum)
operation. ',:>", "'".'~<';
-...'.:..'..:':......-.
'.'" -,. _.'~"" ".
** These values apply wli~~th~ actuldare is dearl~~~[~\13J{perience has shown~A{lrg!1ter
Cdle" may be ",ed when ~'.i:"r~~~,.~~;~t;'~?'?
5
(b) Criteria for protective eye and
face devices
(1) Protective eye and face devices
purchased after July 5, 1994 shall
comply with ANSI Z87.1-1989.
"American National Standard
Practice for Occupational and
Educational Eye and Face Protec-
tion," which is incorporated by
reference, or shall be demonstrated
by the employer to be equally
effective. This incorporation by
reference was approved by the
Director of the Federal Register in
accordance with 5 U.S.c. 552(a)
and I CFR part 51. Copies may be
'hobJ<!ined from the American r-{a,~, ,
':'E:?j;[;:')ri~7;'~~~~'11!l~~~;:~t~~~fi~~:.,
'- .'" ,," , ", " Office, Occupa!j~g#~ifetY and
.- Health Admin'~~~~ri~:'U.S. De-
, ,.partment of Lab~rX.?OO Constitu-
.~.. - - tion Ave., N.W:;,fO_t?In N2634,
':.. ".,". Washington, D.q;;~tat the Office
"-,c' of the Federalg~gister, 800 North
.~#~'i}~ii.~~:Wi"~i_l1
' (2) Eye and face protectivedevices'<'
purchased before July 5, 1994 shall
comply with the ANSI "USA
standard for Occupational and
Educational Eye and Face Protec-
tion," Z87.1-1968 or shall be
demonstrated by the employer to be
equally effective. This incorporation
by reference was approved by the
Director of the Federal Register in
accordance with 5 U.S.c. 551(a)
and I CFR part 5 1. Copies may be
inspected at the Docket Office,
Occupational Safety and Health
Administration, U.S. Department of
Labor, 200 Constitution Ave., N.W.
room N2634, Washington, D.C. or
at the Office of the Federal Regis-
ter, 800 North Capitol Street NW.,
suite 700, Washington, D.C.
6
4. Sections 1910.135 and
1910.136 are revised to read
as follows:
1910.135 Head Protection
(a) General requirements
(I) Each affected employee shall
wear protective helmets when
working in areas where there is a
potential for injury to the head from
falling objects.
(2) Protective helmets designed to
reduce electrical shock hazard shall
be worn by each such affected
employee when near exposed
-';~!t:~trical conductors which could
-';' Ciintact the head.
. . ',"'. -~:'.
- ',~;-.'~ ............."...
(b) Ciitc~ria for protective helmets.
(1) pf()(ec.uve helmets purcliased
after Jul~~5, 1994 shall comply with
AN~I:?:~Q.jl-1986, "American
N,<lti_q{l~:S,t,andard for Personal
ffi~~~~9$'; Protective Headwear
6T':tndlr~!iial Workers Require-
ments/'which is incorporated by
reference, or shall be demonstrated
to be equally effective. This incor-
poration by reference was approved
by the Director of the Federal
Register in accordance with 5
U.S.c. 552(a) and I CFR part 51.
Copies may be obtained from the
American National Standards
Institute. Copies may be inspected
at the Docket Office, Occupational
Safety and Health Administration,
U.S. Department of Labor, 200
Constitution Ave., N.W. room
N2634, Washington, D.C. or at the
Office of the Federal Register, 800
North Capitol Street NW., Suite
700, Washington, DC.
(2) Protective helmets purchased
before July 5, 1994 shall comply
..
Safety and Health Administration,
U.S. Department of Labor, 200
Constitution Ave., N.W. room
N2634, Washington, D.C. or at the
Office of the Federal Register, 800
North Capitol Street NW., Suite
700, Washington, D.C.
with the ANSI standard. "American
National Standard Safety Require-
ments for Industrial Head Protec-
tion," ANSI Z89.1-1969, or shall
be demonstrated by the employer to
be equally effective. This incorpora-
tion by reference was approved by
the Director of the Federal Register
in accordance with 5 U.S.c. 552(a) (2) Protective footwear purchased
and 1 CFR part 51. Copies may be before July 5,1994 shall comply
inspected at the Docket Office, with the ANSI standard "USA
Occupational Safety and Health Standard for Men 's Safety-Toe
Administration, U.S. Department of Footwear," Z41.1-1967, which is
Labor, 200 Constitution Ave., N.W. incorporated by reference, or shall
room N2634, Washington;;Q~c. or be demonstrated by the employer to
at the Office of the Fede~~~gis- be equally effective. This incorpora-
ter, 800 North Capitol Str#fNW., tion by reference was approved by
suite 700, Washington, D9.f,':, ?f!?g.;B~.~ctor of t~e Federal ~egi,~ter,
J,,:;:,.~~t71~.!!.h~~.~9Mf~ With 5lJ.~;~i\
1910.136 Foot Protectioii:;:;i~';;'";i;:/.:"(a)and'rCl'RPart_5~;g{)llie ,'.
., ",,<:,,' ' be inspeciedatS~(:.iI:?9Cket office,
(a) General requirements:?}; .()ccupational sg~ty.-~d Health
"._Admi~stration;g-:~':Department of
Each affected employee slIalLwear Labor, 200: Constitution Ave., N.W.
protective foot'Year wheIi'V'(orking , roomN2634, W#h;l1gton, D.C. or
in areas where there is a cfu11g~rof< , at the Office o(ih~'Federal Regis-
foot injuries due to fallingan9~i-.. ter, 800 N()t1ff~p~@.,Street NW.,
rolling objects, or objects pierorng:;h::\",S,uitl}7QO~Wa$fiinit6nf:j:l~Q",
the sole, and where such employee;s;':;~~1tW:f:i;(;j;;:'~+i~" -.1{:{!1;1f
feet are exposed to electricalS:Anew 1910.138 is adde
hazards. read as follows:
(b) Criteria for protective footwear.
(1) Protective footwear purchased
after July 5,1994 shall comply with
ANSI Z41-1991, "American Na-
tional Standard for Personal Protec-
tion - Protective Footwear," which
is incorporated by reference, or
shall be demonstrated by the em-
ployer to be equally effective. This
incorporation by reference was
approved by the Director of the
Federal Register in accordance with
5 U.S.C. 552(a) and 1 CFR part 51.
Copies may be obtained from the
American National Standards
Institute. Copies may be inspected
at the Docket Office, Occupational
1910.138 Hand Protection.
(a) General requirements.
Employers shall select and require
employees to use appropriate hand
protection when employees' hands
are exposed to hazards such as
those from skin absorption of
harmful substances; severe cuts or
lacerations; severe abrasions;
punctures; chemicals bums; thermal
bums; and harmful temperature
extremes.
(b) Selection.
7
This Appendix is intended to
provide compliance assistance for
employers and employees in imple-
menting requirements for a hazard
assessment and the selection of
)_:;0:-, .'. ...'. .,Th,e,g()cuments in Appendix Au personal protective equipment.
:t~~~~[v;:;~'~~;~:'~!~J~?iA~~~;::~~~'~fi~i;,:,~it,.cG(),ntrolling hazards.
;:;;~;,' menting the st~~~d41ilSubpart I...., "
'~c~:;'" ," " PPEdeyr~es alone should not be
, ';~' J: Bureau()f La~9#$tatistics reliedqriitR provide protection
;~" "", (BLS). "Accidel'ltSJnvolving Eye again~t~~ards, but should be used
:>;,~.. Injuries." Repo,':f597, Washington, in conjtiij~#on with guards, engi-
,.:-'..-.,.. D.C.: BLS, 1~.&Q:~)__.~::~;~~:'~: neeri:iJg,~~S{ijJrols and sound manu-
,.":2~~l~+;~?'.4.:I~u~~atI9t~L&t~~~f~i1~~cS::,..,;,., ",,:~%~1i~1~~fctices.
, ",': '@LSl:.'Accidents InvofVinglf"", &~~'A~~~i~iIlent and selection.
rrijuries." Report 604, WaShingtrio?"" "- :'
D.C.: BLS, 1980. It is necessary to consider certain
general guidelines for assessing the
foot, head, eye and face, and hand
hazard situations that exist in an
occupational or educational opera-
tion or process, and to match the
protective devices to the particular
hazard. It should be the responsibil-
ity of the safety officer to exercise
common sense and appropriate
expertise to accomplish these tasks.
Employers shall base the selection
of the appropriate hand protection
on an evaluation of the performance
characteristics of the hand protec-
tion relative to the task(s) to be
performed, conditions present,
duration of use, and the hazards
and potential hazards identified.
6. Appendices A and B to
Subpart I are added to read
as follows:
~c<'..;--~ :.
Appendix A to Subpart I - Refer-
ences for further information
(Non-mandatory)
::_<,~--:)--~' ~:.:
::~~-::j/.>:<~.:i
3. Bureau of Labor Statistics
(BLS). "Accidents Involving Head
Injuries." Report 605, Washington,
D.C.: BLS, 1980.
4. Bureau of Labor Statistics
(BLS). "Accidents Involving Foot
Injuries." Report 626, Washington,
D.C.: BLS, 1981.
5. National Safety Council. "Acci-
dent Facts", Annual edition, Chi-
cago, IL: 1981.
6. Bureau of Labor Statistics
(BLS). "Occupational Injuries
and Illnesses in the United
States by Industry," Annual
8
t'
#
edition, Washington, D.C.: BLS.
7. National Society to Prevent
Blindness. "A Guide for Controlling
Eye Injuries in Industry," Chicago,
IL: 1982.
Appendix B to Subpart I - Non-
mandatory Compliance Guidelines
for Hazard Assessment and Personal
Protective Equipment Selection.
3. Assessment guidelines.
In order to assess the need for PPE
the following steps should be taken:
a. Survey.
Conduct a walk-through survey of
the areas in question. The purpose
of the survey is to identify sources
of hazards to workers and co-
workers. Consideration should be
given to the basic hazard categories:
assessment of hazards. The objec-
tive is to prepare for an analysis of
the hazards in the environment to
enable proper selection of protec-
tive equipment.
(a) Impact
(b) Penetration
(c) Compression (roll-over)
(d) Chemical
(e) Heat
(t) Harmful dust
(g) Light (optical) radiation
d. Analyze data.
Having gathered and organized
data on a workplace, an estimate of
the potential for injuries should be
made. Each basic hazards (para-
graph 3.a.) should be reviewed and
a determination made as to the
, ' type, level of risk, and seriousness
,. ",' of potential injury from each of the
During the walk-throughsurV:ey the hazards found in the area. The
safety officer should obseIX~:(a) .,...P9,s~iPWtyof exposure to sey~r~.
sources of motion; i.e., ma~hftiery,'::;{;~iIiat#<Is'~"p:1J1ltaneouslysboiilif'-'
or processes where any m:<<v.,.,:e,-m.,':::.~~.T": T:tbD:~id~t&1t\;;L:c,...;)i';'J"~J;;'r,;"
of tools, machine elemen't:S:ot!\;-: ':j?:;i/'./',Y;:..;""
particles could exist, or rijc:iy~jj1ent 4., Selection ~rii4~1~'ri~F
of personnel that could re~lt'in .. ' :
collision with stationary objects; (D) AftercompletiQnOfthe procedures
sources of high ~emperatur~~at" in paragraph 3,-tp~'general proce-
could result in burns, eyeirij~ry,or dure for selec~l?P:of:p~otective
ignition of protective equip~nf. equipment is t9.:'_~)B.ecome familiar
etc.; (c) types of chemical ex~tf~:t?;,~,t~:,~~~:P5!!~:n.~3.I ha~~:~~tthe.,
sures; (d) sources of harmful dust;;'.:x~;<:lfprotectIve eqUlpm~t;t;
(e) sources of light radiation, Le., "availa.ble, and what it cari'do';r~e;,< -'
welding, brazing, cutting, furnaces, splash protection, impact protec-
heat treating, high intensity lights, tion, etc.; b) compare the hazards
etc.; (t) sources of falling objects or associated with the environment;
potential for dropping objects; (g) i.e., impact velocities, masses,
sources of sharp objects which projectile shape, radiation intensi-
might pierce the feet or cut the ties, with the capabilities of the
hands; (h) sources of rolling or available protective equipment; c)
pinching objects which could crush select the protective equipment
the feet; (i) layout of workplace and which ensures a level of protection
location of co-workers; and U) any greater than the minimum required
electrical hazards. In addition, to protect employees from the
injury/accident data should be hazards; and d) fit the user with the
reviewed to help identify problem protective device and give instruc-
areas. tions on care and use of the PPE. It
is very important that end users be
made aware of all warning labels
for and limitations of their PPE.
b. Sources.
>:.;..-~,-;.:_-, ;
-,~- ',_0.
". '. :,'~::::'..'
..,...,.:..'
.~--:: ..':.~.,...""'_:...
c. Organize data.
Following the walk-through survey,
it is necessary to organize the data 5. Fitting the device.
and information for use in the
9
r
Careful consideration must be given
to comfort and fit. PPE that fits
poorly will not afford the necessary
protection. Continued wearing of
the device is more likely if it fits the
wearer comfortably. Protective
devices are generally available in a
variety of sizes. Care should be
taken to ensure that the right size is
selected.
7. Reassessment of hazards.,
It is the responsibility of the safety
officer to reassess the workplace
hazard situation as necessary, by
identifying and evaluating new
equipment and processes, reviewing
accident records, and reevaluating
the suitability of previously selected
PPE.
6. Devices with adjustable features.
8. Selection chart guidelines for eye
and face protection.
Adjustments should be made on an
individual basis for a comfortable fit Some occupations (not a complete
,:.,~_.-.;:-~., .
"",,,. that will maintain the protective list) for which eye protection
..:.::"-.."'. device in the proper position. should be routinely considered are:
,":c'":: ,.g~cular care should be takeIl,in,. carpenters, electricians, machinists,
~~~S~*!Ii?t;~<F6E<ff~~~~t'~;~~~:;Jl~~ ~.;'.,: ~-",: ._~~~~~:t:~:~~i~~~ters,
:;)iGc(', ' ensure that th~ig~X!~'artrsealed to sheet metal workers and tinsmiths,
. ,.,'" " the face. In addit!g,A'hjroper fitting ass~~.f?l~S, sanders, grinding
'>". 'ofhelnietsis imPprumt to ensure maclii!i~'BPerators, sawyers,weld-
.' "that it\villnot fail"~ff during work ers, la~~f$, chemical process
.,:, operations. In s2,ffi~,sases a chin operafa~$l~d handlers, and timber
C:" strap may be ll~~,~~~~ to keep the cuttigg;:tiDd,Iogging workers. The
+;~i~~y~igi1~Stt_-4i..,:.,~ ::~:r:~'~~~~IOf
" as fo'prevent a strangulati(lIrhaz::.~;";:againStfiazards associated with the
ard). Where manufacturer's instruc- listed hazard "source" operations.
tions are available, they should be
followed carefully.
10
-
Eye and Face Protection
Selection Chart
,--_.~-~_._-~-'----' ,~--~'..- --~~_._._---'~~
t '"' / "" : ,,;:; ~'_ ~;:A > '., '>0 .:'"
! " . ....ri,' . -~, .' ":";;' ..... .
r.' " . . '-1;.y':'1nrnll.l..:iU' "c',,''''::,- :",'
t"''' ' 0 '~.... r.~ .. :x,';(~>~~^'""'> '" .,,~. .:^O~-> < "," '~.".';,~"'i(~
~ ~El.11~".;;" , ,.' ",.- . . ; ,,' . '
~___. .m__".._.. _=.__. u__.~_~..____~___,__~
Face shields, goggles, spectacles
with side protection. For severe
exposure use face shield. See notes
..... .... (1), (2),.q>-,~,:::: "
;__i?['~::V;~i}'~?IH1'-j':{~t~i,~tfit~ih.... ,~ace shi~lds w~fu-'6ver goggles.
.:.::,.... molten metai~.i;:;i.~~fri6tes (1), (2), (3).:..,
ooAcr-Chipping, grinding machin-
ery, masonry work, woodworking,
sawing, drilling, chiseling, powered
fastening, riveting and sanding.
..
HEAT-Furnace operationS'':;Wllring,
casting, hot dipping and Welding.
.,..,.....;.-
'~.- ..;"-.- ....-.. .;.
Flying frag-
ments, objects,
large chips,
particles sand,
dirt, etc.
Spectacles with side protection,
goggles, face shields. See notes (I),
(3), (5), (6), (10). For severe
exposure, use face sheild.
Hot sparks
Jli'ghJerripera4~:]~creen face shields, reflect~y~iace
ture exposure.?'llheilds. See notes (1), (2); (Jj:
. .-.- - - .
. - - . . ..
CHEMICALS-Acid and cheIiiidills Splash .'cc):'.Gpggles, eyecup and covet.~pes.
hondling, d,gre"mgp"tirigfri~t~~llt:IJflf:~'i::.~i~~r"d
DUST-Woodworking, buffing,
general dusty conditions.
LIGlIT and/or RADIATION-
Electric arc welding
Gas welding
Cutting, torch brazing,
torch soldering
Glare
.'
Nuisance dust Goggles, eyecup and cover types.
See note (8).
Optical radiation Welding helmets or welding shields.
Typical shades: 10-14. See notes
(9) and (12).
Optical radiation Welding goggles or welding face
shield. Typical shades: gas welding
4-8, cutting 3-6 and brazing 3-4.
See note (9).
Optical radiation Spectacles or welding face shield.
Typical shades: 1.5-3. See notes (3)
and (9).
Poor vIsion Spectacles with shaded or special-
purpose lenses, as suitable. See
notes (9) and ( 10).
11
Notes to Eye and Face
Protection Selection Chart:
(1) Care should be taken to recog-
nize the possibility of multiple and
simultaneous exposure to a variety
of hazards. Adequate protection
against the highest level of each of
the hazards should be provided.
Protective devices do not provide
unlimited protection.
. .
...r'c
"i:."-~',,:,-,"'.
(2) Operations involving heat may
also involve light radiation. As
required by the standard, protection
from both hazards must be pro-
vided.
';<~';:::::~.:::.;- .
.,.,-,~,~-:,;
.-......
.. .'~
..
. ..
devices in electrical hazard areas.
(8) Atmospheric conditions and the
restricted ventilation of the protec-
tor can cause lenses to fog. Fre-
quent cleansing may be necessary.
(9) Welding helmets or faces hie Ids
should be used only over primary
eye protection (spectacles or
goggles).
(10) Non-sideshield spectacles are
available for frontal protection only,
but are not acceptable eye protec-
tion for the sources and operations
listed for "impact."
~'f;~;:~+;/,':M:%~-~{~J;f~~~~W~!~ shoUld9H~i,~~~~~tt~Jl)Ventilation should be ad-
.,3~';;-jH); .' .... overprimaryeye proteCiion"(speci':~';::eq'l1ate, but well protected from
. . ;-,'. -.' tacles or gdggi~)";:{~:~S;>' . spl:iS~~~try. Eye and face protec-
,.0;-':: . "", _~ tionsnlS[dd be designed and used so
,c;>;:: (4fAs.requiredb)l:;me standard, that it}j<<tyides both adequate
_::::~' filter lenses mus~iri,~t the require- ventil~!iQ#::hnd protects the wearer
",,\;;,'; ments for shaded~ignations in from~t:k~~.entry.
:"i.:.. . 1910;133(a)(5);~iilted and shaded ..:'j':'..'.,,;<c
- 'c:::,:" -co " '.' lenses arenotfilt~rleri$es unless (12};J1i9'@.cnon from light radiation
~~~;j;:S_i4fi.~;l~~.;~~~~~eacor tde~~~(t.." '~j~~~~#~~~~: ~~t~:~el~tn~e
, .. . . . . . ,...::.'.:,.... darkesfshade that allows task
(5) As required by the standard, performance.
persons whose vision requires the
use of prescription (Rx) lenses must 9. Selection guidelines for head
wear either protective devices fitted protection.
with prescription (Rx) lenses or
protective devices designed to be
worn over regular prescription (Rx)
eyewear.
(6) Wearers of contact lenses must
also wear appropriate eye and face
protection devices in a hazardous
environment. It should be recog-
nized that dusty and/or chemical
environments may represent an
additional hazard to contact lens
wearers.
(7) Caution should be exercised in
the use of metal frame protective
12
All head protection (helmets) is
designed to provide protection
from impact and penetration haz-
ards caused by falling objects. Head
protection is also available which
provides protection from electric
shock and bum. When selecting
head protection, knowledge of
potential electrical hazards is
important. Class A helmets, in
addition to impact and penetration
resistance, provide electrical pro-
tection from low-voltage conduc-
tors (they are proof tested to 2,200
volts). Class B helmets. in addition
i
.
I
protection would be required for
carrying or handling materials such
as packages, objects, parts or heavy
tools, which could be dropped; and,
for other activities where objects
might fall onto the feet. Safety
shoes or boots with compression
protection would be required for
work activities involving skid
trucks (manual material handling
Where falling object hazards are carts) around bulk rolls (such as
present, helmets must be worn. paper rolls) and around heavy
Some examples include: working pipes, all of which could potentially
below other workers whoareusing roll over an employee's feet. Safety
tools and materials whichc'ould fall; shoes or boots with puncture
working around or unde(cQnveyor protection would be required where
belts which are carrying p~;or sharp objects such as nails, wire,
materials; workingbeloWrnachin- .....ta~~s,screws, large staples,s~rap,
;~:~~~~qi~~~l~liii~~~~~'Iii1~{~'I~~~-":~~"
conductors.~,;".Some occupati?~~'(riot a complete <:':;~{tb'
list) for which fo(it'p.rotection. ,.,
Some examples of occupart6ijs for "should be routi4~!y'~onsidered are: ~:~,~,~',
which head protection shoqldbe'.. shipping and re(;#j~JEg clerks, stock p.".
routinely considered are: q~n- '. c1erks,carpent~~~~I~stricians,
ters, electricians, linemen, rijecban~ machinists,rjie~iian)CS:a,nd repair-
ics and repairers, plumbers aridp~i:.;,;~.~r~{B~Y,Ill~~;Widpi~:ii.~l,'~ .
fitters, assemblers, packers, wrapj.Z.{i<1~~@iilmetal worker~{';~~.,
pers, sawyers, welders, laborers, .... bleis;drywall installers aridI~i e ,
freight handlers, timber cutting and packers, wrappers, craters, punch
logging, stock handlers and ware- and stamping press operators,
house laborers. sawyers, welders, laborers, freight
handlers, gardeners and grounds-
keepers, timber cutting and logging
workers, stock handlers and ware-
house laborers.
-
to impact and penetration resis-
tance, provide electrical protection
from high-voltage conductors (they
are proof tested to 20,000 volts).
Class C helmets provide impact and
penetration resistance (they are
usually made of aluminum which
conduct electricity), and should not
be used around electrical hazards.
10. Selection guidelines for foot
protection.
Safety shoes and boots which meet
the ANSI Z41-1991 Standard
provide both impact and compres-
sion protection. Where necessary,
safety shoes can be obtained which
provide puncture protection. In
some work situations, metatarsal
protection should be provided, and
in other special situations electrical
conductive or insulating safety
shoes would be appropriate.
Safety shoes or boots with impact
11. Selection guidelines for hand
protection.
Gloves are often relied upon to
prevent cuts, abrasions, burns and
skin contact with chemicals that are
capable of causing local or systemic
effects following dermal exposure.
OSHA is unaware of any gloves
that provide protection against all
potential hand hazards, and com-
monly available glove materials
13
It is also important to know the
performance characteristics of
gloves relative to the specific hazard
anticipated; e.g., chemical hazards,
cut hazards, flame hazards, etc.
These performance characteristics
".,:;..". should be assessed by using stan-
_.."'c......, ".
';':.::"':. dard test procedures. Before pur-
.. ''''''," chasing gloves, the employer should
,i::.c" ".,.fe.ql.!$5tdocumentation froI11the-",.,
li1~~i~q~~,2';,::,;~;J:~~1~~r~~~h:;s~h;~4~fAWJ~4~Jd~cAB':~:I~aning and maintenance.
. ,,:;:,:" the hazard(s}a:gi!9~p~te<Lc' " It is-iii}.R9rtant that all PPE be kept
~,::",,:~.. " . ,':: ..' " " clean'ap:~l>roperly maintained.
(jther factors to,%:4onsidered for Cleani,~~,i~particularly important
~'i:~t;',glove selection iffg~neral include: for eY~AAQ,face protection where
'" ...,.., d~~y <:>f:!~*ged lenses could impair
,,',t:; (A) As long a~J6~~'rformance VISlOO;i'20i;i:
":~"".""."""" characterist~~s~~C(;~p,tilble, in , "
. '..- < .. certam CIrcumstances: Itmay be,''''J:<~~Jl)?*R~oses of compliance
/~?;~fi;~yh:'.1~Qt~'~(js1~~;ie~~;ve t:i~~~~~,: ,:)ili-:f,~clg1J32 (a) and (b), PPE
. change cheaper gloves than'to:re''''shoulrlbeirispected, cleaned and
more expensive types; and, maintained at regular intervals so
that the PPE provides the requisite
protection.
provide only limited protection
against many chemicals. Therefore"
it is important to select the most
appropriate glove for a particular
application and to determine how
long it can be worn, and whether it
can be reused.
(B) The work activities of the
employee should be studied to
determine the degree of dexterity
required, the duration, frequency
and degree of exposure of the
hazard and the physical stresses that
will be applied.
With respect to selection of gloves
for protection against chemical
hazards:
(A) The toxic properties of the
chemical(s) must be determined; in
particular, the ability of the chemical
to cause local effects on the skin
and/or to pass through the skin and
cause systemic effects;
14
(
(B) Generally, any "chemical
resistant" glove can be used for dry
powders;
(C) For mixtures and formulated
products (unless specific test data
are available), a glove should be
selected on the basis of the chemi-
cal component with the shortest
breakthrough time, since it is
possible for solvents to carry active
ingredients through polymeric
materials; and,
(D) Employees must be able to
remove the gloves in such a manner
as to prevent skin contamination.
It is also important to ensure that
contaminated PPE which cannot be
decontaminated is disposed of in a
manner that protects employees
from exposure to hazards.
[FR Doc 94-7581 Filed 4-5-94;
8:45 am]
BILLING CODE 451O-26-F
BA 6081 (9/94)
A TT ACHMENT C
FIRST REPORT OF INJURY
Nhnn..OI. O.p."m.nc or LtlbOf ..... lnd....lry
WOflr..,.' Comp."'.lron Oi""..on
First Report of Injury
44J.L..r..,.no :jOad Notth See instructions in folder accompanying forms. 1. OSHA c--' 111111111111111111111111111111
St. PI""" MN 6616&.4306
[81212a8.2432 All dates must be entered in MM/DD/YY format.
Type or Print.
EMPLOYEE 2. Name nut. firrt. middle) 3. EMPLOYEE SOCIAL SECURllY NO:
4. Home addre.. (include county en::I zjp~ 5. DATE OF CLAIMED INJURY:
00 Not Use thi, Space
"
6. Sox: - Mole _Female 7. Merital StatuI:
Married _Not
- ,
8. Occupation: 9. Date of Birth: _'----1_ 10. Date Hired:
----1_,_
11. Regular Dept: 1 2. Home Phone No. tAlC. No.1 13. Apprentice: No
- _Yel
WAGE INFORMATION 1 5. Rate per hour: 16. Hours pet day:
14, Average wage/week :
17. Cay. per week: 118. What i, the weekly value of MEALS: . LODGING: . 2nd INCOME: .
19. Employment Status: _Full time _Pert time _Seasonal _Volunteer lAnech 26 week wege otetement 10< pert time 0< irregulerly ocheduled employee.) !
If employee ia a pOrK:8 officer or fwefighter: Smoker: Yea No ,
OCCURRENCE 20. PLACE (includ. d.pt & lull oddr...1 21.0ateoffim 22. Date employer
day of lo.t: time: ----1:....-1_ notified of injury:" -1-1_ .
i
,
24. Oata employer notified ,
23. Return to work data: ----1_,_ of lolt time: -'-'-
I
25, Tim. of day 0 AM I
25. Oate of death: _'----1_
On emnlover', "remilel? n Yea n No o f injury: 0 PM i
27. DESCRIBE NATURE OF INJURY OR ILLNESS IN DETAIL. BE SPEOF IC linch..:!. partfal of body aU.cud, e.Q. .,,-'lpuuuon of right index fing., at 2nd joint. fracturad a,m, I..d poi.oningl I
,
:8. OESCRIBE EMPlOYEE'S AcnVITIES WHEN INJURY OCCURRED 'MTH OETAlL.S OF HO'oN' EVENT OCCURRED (include name of othet indivtdu.ala involwd, tool., m.chincry, objects, 'V.pOR, I
cl'\.micoli.. ,.di.tiona. Ul"'If"-tural motions 01 empkJv-1 I
i
I
I
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29. PHYSICIAN (full neme. title, addr... and phone Oln'lbef't 30. HOSPIT AIJClINIC Inam. and oddr...' I
I
i
,
31. Witnen and phone nunber: i
EMPLOYER 32. Legal name &. mailing addre.. ird. zip 34. Un.mploy ID No.: i
ANDOVER 33. Oate form completed: --.J--1_ i
I
1685 CROSSTOWN BLVD. NW Payroll Class Code
ANOKA MN 55303 35. SIC cod.
37. Employer', Representative. print full name. tide and phone number: j
36. Print ,uperviaor' a name and phone nu-nber.: I
I
SEND REPORT IMMEDIATELY - DO NOT WAIT FOR DOCTOR'S REPORT CONTAINS ALL ITEMS REQUIRED BY OSHA FOAM 101 i
EMPLOYER STOP HERE - DO NOT USE THIS SPACE
N P S T occ
INSURANCE 38. CARRIER 39. In.un... 10 No: 40. ADJUSTER I
N/A Berkley Administrators I
SELF-INSURED 41. Inaur.nee CI... Code: P.O. Box 59143 I
Mpls., MN 55459-0143 I
(612) 544-0311
43. Oat. inlurer received notice:
42. CARRIER CLAIM NUMBER02-o00127 44. Adjullct 10 No: 0698639002 i
i
1I-20~20-o6 (1-121
Original to Berkley Administrators
Copies to Employer, Employ.. end Workers' Compensetion Division
BA 251 S/1 (4/92)
.
..
ATTACHMENT D
EMPLOYEE REPORT OF UNSAFE CONDITIONS
... ,
Employee Report of Unsafe Conditions
Employee
Department
Hour
Date
Hazard or problem
Suggestions
Employee: Complete and give to supervisor
Department HeadlDivision Head/Supervisor
Department
Date
Action taken
Department HeadlDivision Head/Supervisor: Complete and give to
City Administrator
Date
City Administrator
Review/comments
Signature of City Administrator
. ..
Follow-up Documentation
Hazard
Possible Injury or Illness
Exposure
Frequency
Duration
Interim Protection Provided
Corrective Action Taken
Required Time for Corrective Action
Cost of Eliminating the Hazard
Retraining Provided
Follow-up CheckMade on
. Any additional action taken?
Signature of Department Head, Division Head
or Supervisor
Date
A . 1 .
A TT ACHMENT E
NEAR ACCIDENT REPORT
.. . t ~
NEAR ACCIDENT REPORT
This report is to be completed by employee and turned in to supervisor.
1) Describe near accident: What happened?
2) How did it happen? What were the causes?
3) What are your prevention recommendations?
Date
Signed (Supervisor)(Turn this form in to your Manager)
Signed (Manager)
(After review send form to
Date
Office of the Sheriff
Anoka County
Sheriff Larry Podany
325 East .Ilain Street, .!noka, M.Y 55303.28./9 (612)323.5000 FIX (612)./22-7503
.'
June 25, 1998
City of Andover
1685 Crosstown Boulevard NW
Andover, Minnesota 55304
Dear Mayor McKelvey and Council Members:
The Anoka County Sheriffs Office is proud to be the provider oflaw enforcement services to
your community. Anoka County and the Anoka County Sheriffs Office would like to renew the
contract for the City of Andover for the period of January 1, 1999 through December 31. 1999,
pursuant to paragraph 5 of the current Law Enforcement contract.
Sheriffs personnel are constantly reviewing services and annually prepare a summation, Based
on that analysis, recommendations for current and future law enforcement needs are produced.
Current contract coverage consists of forty (40) hours of coverage per day, seven (7) days per
week of unifonn patrol coverage, plus twelve (12) hours per day. seven days per week of
unifonned Community Service Officer coverage, and one full-time school liaison deputy.
The following infonnation reviews current contract services and mfonnation on recommended
changes to the current contract.
1. Patrol
Patrol Division staff have conducted a review of current law enforcement service in
Andover. The review follows the fonnat first used by our Office and presented to the
Andover City Council in 1995. Again, the purpose of the review is to evaluate the status
of existing law enforcement operations and then, based on that analysis, provide
recommendations for Andover's current and future law enforcement needs.
The review analyzes;
Demand for law enforcement services
Distribution of calls by Time of Day. and by Day of Week.
Affirmative ActioNEquaJ Opportunity Employer
City of Andover
June 25, 1998
Page 2
Further, the analysis accoun,ts for time spent processing calls including:
Response time
Scene time
Paperwork
Demand for back-up units
Self-initiated activity
Amount of time spent on Dedicated Patrol Activity.
Dedicated Patrol Activity [DP A] refers to the time committed to having a Deputy
assigned to a specific location in order to address particular problems; i.e., speeders, A TV
or snowmobile violations or extra patrol requests. These time demands are measured
against the available time provided in the contract.
1. Andover generates and deputies respond to, on average, 30 Calls For Service
(CFS) per day. The total processing time for these calls is approximately one
hour per call, or 30 hours per day. Andover currently provides a total of 40 hours
of police coverage per day.
2. The volume of CFS has grown at about a 10% annualized rate during the past five
years.
3. Call distribution is consistent by day of week but does vary significantly in
comparisons based on hour of day
4. Call load by shift also varies:
"A" shift receives 12 calls
"B" shift receives 14
"C" shift receives 4
Note:
"A" shift hours are normally 7:00 a.m. to 3:00 p.m.
"B" shift hours are normally 3;00 p.m. to 11 ;00 p,m.
"C" shift hours are normally 11 ;00 p.m. to 7:00 a.m.
5, "A" shift spends 95% of its time in reactive police work, "B" shift spends 91 % of
its time in reactive police work, and "C" shift spends 35% of its time in reactive
police work responding to calls for service.
6. The amount of time left for proactive police work is as follows:
City of Andover
June 25, 1998
Page 3
"A" shift approximately - 1/2 hour
"B" shift approximately - 1 1/2hours
"C" shift approximately - 5 hours.
.'
7. These figures are based on measurements that are calculated using single officer
responses. However, 40% of these CFS initially require an additional or "back-
up" unit. Taking into consideration the back-up rate, for each A and B shift there
is an additional 1-1/4 hours of reactive activity required.
8. The deputies are left with little or no available time with which they can respond
to requests for directed patrol activities.'
Summary
1. Insofar as Andover's population and demand for police service continues to grow,
the City should increase its uniformed patrol staffing levels, Attention should be
focused on both the short-term, immediate needs, as well as long-range
projections and plans to accommodate anticipated needs.
2. The distribution of calls and the resultant demand on deputy time indicates that
the most pressing need for service and deputy availability is between the hours of
11 :00 a.m. and 10:00 p.m.
3. The most effective time frame in which the deputies can work with citizens are
the hours between 2:00 p.m. and 10:00 p.m.
4. The current level of CFS demonstrates the need for an immediate increase of at
least one deputy during the 2:00 p.m.to 10:00 p.m. time block.
5. The City should set a goal of reaching a level of staffing that permits a proactive
time ratio of 40%. This time ratio provides the most effective environment for
providing quality police service. This means an addition of two to three deputies
in the near future.
6. The City of Andover may wish to weigh the merit of a COPS MORE grant to
permit the hiring of multiple deputies with an initial budgetary expenditure either
at or nearly equivalent to the salary of a single deputy.
City of Andover
June 25, 1998
Page 4
II.
Investigations
"
Investigative services are provided to Anoka County communities in two basic forms.
1. Where the Sheriff s Office is the primary law enforcement agency, there is an
investigator assigned to the Patrol Division that deals with misdemeanor and
gross misdemeanor investigations. Felony investigations are done by Sheriffs
personnel assigned to the Sheriffs Criminal Investigation Division (Cm).
2. Communities that have their own law enforcement provider have their own
investigators who do all misdemeanor, gross misdemeanor and a good share of
felony investigations. Some felony cases are refereed to cm personnel for
investigation.
As you can see, CID investigators provide felony investigative assistance to all law
enforcement agencies and communities in Anoka County. Investigators assigned to the
Sheriffs Patrol Division provide investigative services only to communities where the
Sheriffs Office is the law enforcement agency.
There is one significant difference between cm investigators and the investigator
assigned to the Patrol Division. The investigator in Patrol takes direction directly from
Sheriffs command personnel only. cm investigators take direction from Sheriffs
command staff as well as the Anoka County Joint Law Enforcement Council. The Joint
Law Enforcement Council was formed in 1970. For your information, attached is brief
synopsis of the purpose of the Council. The Sheriff is the representative for the
communities where the Sheriffs Office is the primary provider. Due to the rapid growth
in some of these communities, efforts have begun to include representatives from these
communities to participate in the Joint Law Enforcement Council meetings.
The role of the 15 CID investigators has been discussed for some time. As the
investigative needs of Anoka COlmty have changed, the focus of these investigators has
been changing as well. Investigators have been assigned to metrowide task forces dealing
with narcotics investigations and gang and violent crimes investigations. Most recently,
investigators are working on task forces dealing with motor vehicle thefts, and future
plans will more than likely include an investigator working on a retail theft/fraud
investigation task force to combat the rise in check fraud and thefts from retail stores.
cm staff have always specialized in the investigation of sex related crimes, felonious
assault crimes and homicide investigations. As a result, a limited amount of investigative
time has been available to ,work the other felony crimes. With the need to specialize, this
available time will continue to decrease_
City of Andover
June 25, 1998
Page 5
I am providing this information to all of our contract communities to inform them of how
investigative services are provided, and to also make some recommendations. After
reviewing statistics from the cm Annual Report, it appears that some communities
should consider adding personnel to their contracts to investigate felony crimes in their
cities. These crimes would be those other than what CID staff specialize in or will be
focusing their efforts on. The resulting benefits would be to increase the time spent
investigating these crimes because the investigator would focus hislher time completely
on crimes occurring within the contract area.
"
If you decide not to increase your contract services to include investigative staff, the
Sheriffs Office will continue to investigate crimes. Factors such as the number of
investigators available and the time available for investigation will affect our response.
No case will be turned away and all Sheriffs personnel assigned to cm will take all
forms of cases. However, the investigator who specializes in an area might be limited as
to the time he/she can put toward each case.
Included in the materials for each contract area is information on investigations and
recommendations on changes in other levels of service. I encourage each jurisdiction to
carefully look at the information. One possibility that some communities might consider
is sharing investigative resources.
City of Andover Investigative Review
The City of Andover had 315 cases that were referred to the Criminal Investigations
Division (Cm). This represents approximately 14% of the 2,168 total cases that cm
dealt with in 1998 from all Anoka County communities. Of this number, between 220
and 265 cases would not be the type of case that cm personnel would investigate under
the change in focus being considered. This is approximately 60 to 70 percent of all the
felony cases that were referred to cm in 1998 from Andover.
The investigator assigned to the Patrol Division handling misdemeanor, gross
misdemeanor, and some felony investigations dealt with a total of387 Andover
investigations. This represented approximately 34% of the total cases this investigator
was assigned.
It is our recommendation that the City of Andover share the cost of a full time felony
investigator with neighboring communities. Andover's growth in the past years and
expected continued growth will certainly see an increase in all types of crimes and most
certainly in the areas that C1D will not normally deal with. The number of felony cases
are rising at such a rate that additional investigative staff will be needed for all the cities. 1
thought to share an investigator would be an excellent way to begin adding investigative
City of Andover
June 25, 1998
Page 6
staff and to better measure what is truly needed. Andover might consider sharing
investigative services with community such as Ham Lake or East Bethel who have almost
identical numbers of cases and contract for services with the Sheriff s Office.
III. Overview of Costs of Options
Option 1:
Option 2:
Option 3:
Option 4:
Total cost of maintaining current contract coverage and 1999 rates
applied is $750,384. This amount is reduced by the anticipated amount of
Police State Aid to be received. The latest figure received from the State
for this was $5,271 per sworn deputy. Although this figure is determined
by the State and is thus subject to fluctuation, this would mean S49,547
applied to the cost of the 1999 contract, leaving a net cost of S700,837.
See attachment for breakdown of costs.
Total cost of maintaining current contract coverage and adding eight (8)
hours of uniform patrol coverage, which would provide forty-eight (48)
hours per day with 1999 rates applied is $899,794. Again this amount is
reduced by the anticipated amount of Police State Aid to be received.
Although this figure is determined by the State and is subject to
fluctuation, this would mean $49,547 applied to the cost of the 1999
contract, leaving a net cost of 5850,247. See attachment for breakdown of
costs.
Total cost of maintaining current contract coverage and adding sixteen
(16) hours of uniform patrol coverage, which would provide fifty six
(56) hours per day with 1999 rates applied is $1,012,092. Again, this
amount is reduced by the anticipated amount of Police State Aid to be
received. Although this is determined by the State and is subject to
fluctuation, this would mean $49,547 applied to the cost of the 1999
contract leaving a net cost of S962,545. See attachment for breakdown of
costs.
The total cost of adding one-third of a full-time felony investigator
would be S33,856. See attachment for breakdown of costs.
IV. Recommendation:
Our recommendation to the City of Andover is:
City of Andover
June 25, 1998
Page 7
1. Add eight hours of uniform pa,trol coverage, seven days per week,
which would provide a total of forty-eight (48) hours per day.
2. Add investigation services to the current contract, either by sharing a
full- time felony investigator with one or two neighboring communities, or
by adding one (1) full-time investigator of your own.
Due to a change in our process, we are later than usual in providing this information to you. 1
apologize for this delay and hope this causes minimal problems. Myself, Chief Deputy Peter
Beberg and Captain Andersohn will be available at all times to answer your questions.
Once again, the Anoka County Sheriff s Office is proud to be your law enforcement provider and
will continue to work hard to maintain a high level of trust and partnership.
cc: Richard Fursman - City Administrator
Andover
January 1999 - December 1999
Forty Hours Coverage
Twelve Hours C.S.O.
365 DA YSIYEAR
365 DA YSIYEAR
A. Sworn Deputy Sheriff
1.) 8.40 Deputies $3,679 /month
2.) 7 Overtime (Average hours/month per Deputy)
3.) Liaison Officer
B. Non-Sworn C.S.O.
C. Benefits for Sworn and Non-Sworn Personnel
P.E.R.A. (Sworn)
P.E.RA (Non-Sworn)
FICA
Medicare
Severance Allowance,
Unemployment Compensation
Life Insurance
Health Insurance
Dental Insurance
Long Term Disability Insurance
Worker's Compensation
Uniforms
Total Benefits
I. PERSONNEL
"
TOTAL PERSONNEL COSTS
II. VEHICLE
2 Squads
1 Vehicle
1 Vehicle
A. Police Equipped Vehicles
B. C.S.O. Vehicle
C. Liaison Vehicle
D. Maintenance Costs
1.) Vehicle
2.) Emergency & Communications Equipment
3.) Insurance
4.) Cellular Telephone
Total Maintenance Costs
TOTAL VEHICLE COSTS
III. Administrative Costs
Administrative, Clerical, Etc.
IV. TOTAL COST TO CONTRACTING MUNICIPALITY
*Less Amount Received From State for Police State Aid
NET COST TO CONTRACTING MUNICIPALITY
48,989
1,929
2,848
6,231
2,036
1,167
160
43,748
2,886
1,203
9,106
4,960
41,066
864
1,488
600
$370,796
22,462
36,473
37,230
125,263
$592,224
$49,600
7,200
7,200
44,018
$108,018
$50,142
$750,384
49.547
$700,837
"This figure is determined by the State and is subject to fluctuation,
The latest figure available is $5,271 per Deputy,
Andover
January 1999 - December 1999
Forty-Eight Hours Coverage
Twelve Hours C.S.O.
365 DA YSIYEAR
365 DA YSIYEAR
I. PERSONNEL
A. Sworn Deputy Sheriff
1.) 10,08 Deputies $3,679 /month
2.) 7 Overtime (Average hours/month per Deputy)
3.) Liaison Officer
B. Non-Sworn C,S.O.
C. Benefits for Sworn and Non-Sworn Personnel
P.E.RA (Sworn)
P.E.RA (Non-Sworn)
FICA
Medicare
Severance Allowance
Unemployment Compensation
Life Insurance
Health Insurance
Dental Insurance
Long Term Disability Insurance
Worker's Compensation
Uniforms
Total Benefits
TOTAL PERSONNEL COSTS
II. VEHICLE
3 Squads
1 Vehicle
1 Vehicle
A. Police Equipped Vehicles
B. C.S.O. Vehicle
C. Liaison Vehicle
D. Maintenance Costs
1.) Vehicle
2.) Emergency & Communications Equipment
3.) Insurance
4.) Cellular Telephone
Total Maintenance Costs
TOTAL VEHICLE COSTS
III. Administrative Costs
Administrative, Clerical, Etc.
IV. TOTAL COST TO CONTRACTING MUNICIPALITY
*Less Amount Received From State for Police State Aid
NET COST TO CONTRACTING MUNICIPALITY
57,956
1,929
2,848
7,372
2,407
1,364
188
51,566
3,402
1,423
10,639
5,632
48,092
9,796
1,860
900
$444,955
26,954
36,473
37,230
146,726
$692,339
$74,400
7,200
7,200
60,648
$149,448
$58,007
$899,794
49,547
$850,247
"This figure is determined by the State and is subject to fluctuation,
The latest figure available is $5,271 per Deputy, Revenue received is for previous year Deputy hours
~ndover
January 1999 - December 1999
Fifty-Six Hour Coverage
Twelve Hours C.S.O.
365 DA YSIYEAR
365 DA YSIYEAR
A. Sworn Deputy Sheriff
1.) 11.76 Deputies $3,679 /month
2.) 7 Overtime (Average hours/month per Deputy)
3.) Liaison Officer
B. Non-Sworn C.S.O.
C. Benefits for Sworn and Non-Sworn Personnel
P.E.R.A. (Sworn)
PER.A. (Non-Sworn)
FICA
Medicare
Severance Allowance
Unemployment Compensation
Life Insurance
Health Insurance
Dental Insurance
Long Term Disability Insurance
Worker's Compensation
Uniforms
Total Benefits
I. PERSONNEL
"
TOTAL PERSONNEL COSTS
II. VEHICLE
3 Squads
1 Vehicle
1 Vehicle
A. Police Equipped Vehicles
B. C.S.O. Vehicle
C. Liaison Vehicle
D. Maintenance Costs
1.) Vehicle
2.) Emergency & Communications Equipment
3.) Insurance
4.) Cellular Telephone
Total Maintenance Costs
TOTAL VEHICLE COSTS
III. Administrative Costs
Administrative, Clerical, Etc.
IV. TOTAL COST TO CONTRACTING MUNICIPALITY
*Less Amount Received From State for Police State Aid
NET COST TO CONTRACTING MUNICIPALITY
66,922
1,929
2,848
8,512
2,778
1,561
217
59,385
3,917
1,644
12,173
6,304
52,110
9,796
1,860
1,200
$519,114
31,446
36,473
37,230
168,189
$792,453
$74,400
7,200
7,200
64,966
$153,766
$65,872
$1,012,092
49,547
$962,545
"This figure is determined by the State and is subject to fluctuation.
The latest figure available is $5,271 per Deputy. Revenue received is for previous year Deputy hours
Investigator
. January 1999 - December 1999
Forty Three Hours per Wk, Five DayslW
260 DA YSIYEAR
I. PERSONNEL
A. Sworn Deputy Sh'eriff
1.) 1.00 Investigator $4,481 /month
2.) 7 Overtime (Average hours/month per Investigator)
3.) Fill in vacation, days off, etc.
B. Benefits for Sworn Personnel
P.E.RA (Sworn)
Medicare
Severance Allowance
Unemployment Compensation
Life Insurance
Health Insurance
Dental Insurance
Long Term Disability Insurance
Worker's Compensation
Uniforms
Total Benefits
TOTAL PERSONNEL COSTS
II. VEHICLE
A. Police Equipped Vehicles 1 Squads
B. Maintenance Costs
1.) Vehicle
2.) Emergency & Communications Equipment
3.) Insurance
4.) Cellular Telephone
Total Maintenance Costs
TOTAL VEHICLE COSTS
III. Administrative Costs
Administrative, Clerical, Etc.
IV. TOTAL COST TO CONTRACTING MUNICIPALITY
*Less Amount Received From State for Police State Aid
NET COST TO CONTRACTING MUNICIPALITY
7,156
910
299
157
17
4,654
307
176
1,224
200
2,250
o
372
300
$53,776
3,030
5,964
15,099
$77 ,870
$14,500
2,922
$17,422 '
$6,277
$101,569
o
$101,569
'This figure is determined by the State and is subject to fluctuation.
The latest figure available is $5,271 per Deputy, Revenue received is for previous years hours worked
AUTHORITY AND RESPONSIBILITY OF THE ANOKA COUNTY JOINT LAW
ENFORCEMENT COUNCIL
"
To understand the authority of the Council, you must first understand its history. The Council
was created in 1970 for two basic reasons. At that time there was a lot of interest generated by
the Metropolitan Council and Minneapolis Mayor Art Naftlin in a metropolitan police force.
Such a concept was not well received by the law enforcement community in Anoka County.
While it was conceded that some aspects of law enforcement might be handled better on a
regional basis, the size of the region proposed and the broad inclusion of all law enforcement in
one agency just seemed unworkable.
The concern about metro police and recognition of the validity of some county-wide approach to
certain aspects of law enforcement was the first and most significant reason for the creation of
the Council. The concept was simply that by forming a county-wide law enforcement authority,
we could demonstrate that it was not necessary to go to a metro level to obtain the regional
benefits. In addition, it was believed that we could gain some real benefits by addressing the
aspects of law enforcement that we conceded could be addressed on a county-wide basis.
The second reason for forming the Council was to take advantage of the very substantial money
flowing out of Washington, D. C. in the form ofLEAA grants. This was an opportunity for
federal funding that only occasionally will appear. To obtain a grant, you need a concept and the
people who could secure the grant. Fortunately, we had both, the concept and the people.
A lot of hard work went into creating the Council, securing grants and making the concept work.
A number of issues had to be resolved. We first secured a grant to fund a study which would
suggest the areas of law enforcement that were most appropriate for the Council to undertake.
The study suggested that the areas were:
1. A major crime investigation unit;
2. County-wide training;
3. Central communications;
4, Central records;
5, Central recruiting and lateral transfer.
Joint Law Enforcement Council
Page 2
We were then successful in obtaining a very significant grant which in large part provided the
funding to accomplish the first three areas and perform some work on centralization of records.
"
While there was some discussion on where the investigation, training and communications were
going to be situated, the County was the only real alternative. In the first place, the investigators
needed county-wide police powers, The sheriff was, and probably still is, the only authority who
could give them such powers as deputy sheriffs. Secondly, the County was the only place large
enough to house all these services. Lastly, but significantly, the County was, and is, the
governmental unit to provide the funding. The inability of the Council to directly levy taxes,
together with the language of the agreement itself, anticipates that the County will "make such
alterations in the budget as they deem proper and necessary and shall proceed to levy taxes as
needed to find the budget as approved." Such a budgetary control will naturally call for a close
relationship with the entity being funded.
There never has been a contract prepared or executed between the Council and the sheriff or the
County which defines exactly the nature of the respective authority or responsibility. The
concept worked, and I believe it simply appeared to all that forcing a documentation of what was
at times a fragile relationship would not have been productive. From the point of making the
decision to house the units with the sheriff, it appeared only reasonable to have the sheriff
assume other administrative control, responsible, however, to the Council for work direction.
As time had gone on, the Council had been less active. Some members had complained of
frustration at what they saw as a reduced role of the Council. This frustration was under-
standable. The Council had not brought forward any new concepts to explore, evaluate and
implement. The existing concept was being capably administered. Like the owner of a business
that is being successfully managed by his professional staff, the Council was experiencing a
feeling of uselessness.
The Council has since taken an active role. The Council has the authority to direct the work
performed by the CID Investigators, central communications and the training officer. New and
additional funding sOurces are being explored. A different emphasis on areas or types oflaw
enforcement are being analyzed.
Excerpts taken from memo dated 2/25/81 RE: Authority & Responsibility of the Anoka County Joint Law
Enforcement Council by County Attorney Robert M.A" Chair of JLEC
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.., FEASIBILITY REPORT
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JAY STREET RECONSTRUCTION PROJECT
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FROM COMMERCIAL BOULEVARD
TO BUNKER LAKE BOULEVARD (CSAH 116)
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CITY PROJECT 98-11
SAP 198-118-01
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CITY OF ANDOVER, MINNESOTA
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COMM. NO. 11608
JULY 2,1998
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TOl TZ, KING DUVAll. ANDERSON
AND ASSOCIATES, INCORPORATED
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ENGINEERS' ARCHITECTS' PLANNERS
1500 PIPER JAFFRAY PLAZA
444 CEDAR STREET
SAINT PAUL. MINNESOTA 55101,2140
PHONE:612/292,4400 FAX:612/292,0083
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TOLTZ, KING, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
ENG INEERS-ARCHITECTS-PLANNERS
ST. PAUL, MINNESOTA
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July 2, 1998
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FEASIBILITY REPORT
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JAY STREET RECONSTRUCTION
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FROM COMMERCIAL BOULEVARD TO
BUNKER LAKE BOULEVARD
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CITY OF ANDOVER, MINNESOTA
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COMMISSION NO. 11608
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I hereby certify that this report was prepared by me or under my direct supervision and
that I am a duly registered Professional Engineer under the laws of the State of
Minnesota.
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Thomas D. Prew, P.E.
Registration No. 19621
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11608
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JAY STREET RECONSTRUCTION
CITY OF ANDOVER, MINNESOTA
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Introduction
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As part of Andover Commercial Park Redevelopment, Jay Street needs to be
reconstructed to handle the increased traffic. Also, sanitary sewer, storm sewer, and
watermain are needed to serve properties along Jay Street.
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Existing Conditions
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Jay Street is approximately 22 feet wide with a bituminous surface. There is no storm
sewer within the street; however, a storm sewer stub exists at Commercial Boulevard.
There are mature trees located along the east side of the street, within the right-of-way.
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The west side of the street is now owned by the City of Andover, and is being
redeveloped into a commercial center.
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There are sanitary sewer stubs located at each end of the street.
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Ten-inch DIP watermain has been extended from Bunker Lake Boulevard, south about
535 feet.
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There are no sidewalks or trails along the street. On-street parking is done by pulling
off the street onto the adjoining lawn.
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Current vehicle count on the street is only a few hundred vehicles per day, we expect
an ADT of 7200 once the Commercial Park is developed. A full traffic study and a
Signal Justification Report are currently being prepared to address traffic in this area.
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Other Considerations
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Anoka County has notified the City that they intend to upgrade Bunker Lake Boulevard
in the summer of 1999. Planning and construction of this project will include
consideration of their upcoming project.
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Recommended Improvements
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A. Sanitary Sewer
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Sanitary sewer would be extended from the stub at Bunker Lake Boulevard, south to
the Kottke Bus Service office building. An 8-inch service stub would be extended to
the proposed Andover Cinema site. All other services will be 6-inch.
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B. Watermain
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Ten-inch watermain would be extended between the stub at Commercial Boulevard,
and the end of the existing watermain in Jay Street. Eight and six-inch services, and
fire hydrants would also be constructed.
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C. Storm Sewer
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Storm sewer would be constructed from the existing stub at Commercial Boulevard,
northward. Storm sewer would also be constructed southward from Bunker Lake
Boulevard. The storm sewer at Bunker Lake Boulevard will discharge into the ditch
west of Jay Street. It is anticipated that the ditch will be replaced by storm sewer pipe,
with the County project.
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D. Streets
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The projected traffic, including' average daily traffic, peak volumes, and turning
movements are all considered when determining the configuration of a new street. Our
traffic analysis shows that a 2-lane divided roadway, with left and right turn lanes, would
be the most suitable for this street. A 1 Q-foot wide landscaped median is proposed to
divide the roadway. The proposed layout is shown in Figure 2.
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Because of the large amount of traffic, turning movements will need to be restricted to a
few intersections. Although this will create a hardship for some properties, it is the
safest design for handling the increased traffic.
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The Kottke Bus Service's wide driveways will need to be reduced in width to meet State
Aid standards. We will work with the bus company to design entrances that can meet
their needs.
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It is proposed that this street be constructed to State Aid Standards, so as to be eligible
for State Aid Funds. The plan will be prepared in metric units.
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E. Sidewalk
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We recommend that a 5-foot wide concrete walk be built along the west side of the
street.
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F. Traffic Signal
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We have informed the County that we believe a traffic signal should be constructed at
the intersection of Jay Street and Bunker Lake Boulevard. The County is hesitant
because of the short spacing between the existing signals at both Hanson Boulevard
and Crooked Lake Boulevard. We are now reviewing traffic data to determine whether
signal warrants are met. If they are, we will prepare a Signal Justification Report (SJR)
to present to the County.
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If a traffic signal is approved by the County, we would expect that it would be built as
part of the Bunker Lake Road project next year.
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Based on the County's standard cost sharing agreement, the City will pay about
$115,000.00 of the estimated $150,000.00 cost of this signal. This cost to the City
would be a State Aid eligible expense.
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G. Decorative Street Lighting
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The City has asked us to estimate the cost of decorative street lighting for this project,
and throughout the Commercial Park. On Jay Street, we would recommend that the
entire street be illuminated. This will require lights spaced at about 60-feet (for a 12-
foot high pole) along each side of the street. Less lights are necessary if a taller pole is
used. The electrical controller cabinet can easily be sized for use on the entire east
side of the Commercial Park.
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State Aid will pay for the controller, conduit, wiring, foundations, and the cost of a
standard pole. The additional cost of the ornamental pole, about $500.00, can be
included as an eligible landscaping item. Eligible landscaping costs for a Municipal
State Aid project are limited to 5% of the City's annual construction allotment. In
Andover's case, this is about $50,000.00. Some of this amount will also be spent on
new trees and shrubs; however, it appears that the entire cost of this item should be
eligible for State Aid funds.
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Statement of Feasibility
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The recommended improvements are feasible from an engineering standpoint. The
economic feasibility will have to be determined by the City Council and the Economic
Development Authority (EDA).
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Permits and Approvals
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The following agencies will require review of this project:
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MN/DOT for funding as a Municipal State-Aid Street.
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Anoka County Highway Department for connection at Bunker Lake Boulevard.
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Coon Creek Watershed District for stormwater, grading, and erosion control.
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Minnesota Pollution Control for stormwater discharge and erosion control.
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Minnesota Department of Health for watermain extension.
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Minnesota Pollution Control for sanitary sewer extension.
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Right-of-way
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There is currently a 60-foot wide right-of-way on Jay Street. This is insufficient to
accommodate the proposed street and sidewalk. It is recommended that a gO-foot wide
right-of-way be acquired. It is recommended that this property be acquired from the
Commercial Park site, as platting of the new lots occurs. Temporary street and utility
easements will be necessary until the site is platted. By using property from the
Andover Commercial Park site, the City will avoid expensive and time consuming
property acquisition from the existing commercial properties along the east side of the
street.
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Estimated Project Costs
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The prices quoted herein are estimates only. Itemized cost estimates are located in the
appendix. The actual cost of the work will be determined through the public bidding
process.
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Improvement Eligible Costs City Costs Totals
Sanitary Sewer $0 $32,383 $32,383
Watermain $0 $39,559 $39,559
Storm Sewer $56,225 $0 $56,225
Street $230,562 $0 $230,562
Decortive Street Lighting $133,250 $0 $133,250
Future Traffic Signal $115,000 .$Q $115.000
Total Estimated Project Costs $535,037 $71,942 $606,979
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Project Funding
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Project costs will be paid for though a combination of the City's Municipal State-Aid
Construction Fund, Commercial Park TIF funds, and assessments.
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Estimated Assessments
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The assessment map is shown in Figure 5. It is proposed to assess the project as
follows:
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A. Sanitary Sewer
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Front foot method - 50% of the actual construction cost.
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$16.192 = $10.97/ FF
1,476 FF
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B. Watermain
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Front foot method, 50% of the actual construction cost.
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$19,780 = $17.23/ FF
1 ,148 FF
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c. Street and Storm Sewer
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Front foot method at $30.00/foot. This rate was determined by estimating the cost to
rebuild Jay Street as a 36-foot wide street. 25% of this estimated cost is the
recommended assessment.
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A Preliminary Assessment roll is located in the Appendix.
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D. Previous Assessments
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Some properties along Bunker Lake Boulevard, which were acquired by the City, had
already paid sewer and water connection charges. It is proposed to give a credit to the
Andover Cinema Site for these previously paid assessments. Connection charges for
those properties which will not be assessed, but will be paid when they connect to it.
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All properties in the study area have paid trunk sanitary sewer and trunk watermain
assessments as part of City Project 87-3. Other previous assessments in the area are
shown in Figure 4.
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Project Schedule
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City Council Receives Feasibility Report
Orders Public Hearing
July 7,1998
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City Council Conducts Public Hearing
Orders Preparation of Plans
July 21, 1998
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City Council Approves Plans
Orders Advertisement for Bids
August 4, 1998
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Open Bids
August 28, 1998
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City Council Awards Bid
September 1, 1998
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Contractor Begins Construction
September 15,1998
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Substantial Completion
November 1, 1998
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Contractor Completes Construction
Spring 1999
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City Council Conducts Assessment Hearing
July, 1999
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Item Unit
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1 Connect to Existing Manhole 1 EA $ 3,000.00 $ 3,000.00
.. 2 8" PVC SDR 35 800 LF $ 21.00 $ 16,800.00
....J 3 Standard Manhole 3 EA $ 1,400.00 $ 4,200.00
4 Extra Depth Manhole 15 LF $ 80.00 $ 1,200.00
..., 5 6" X 8" Wye 2 EA $ 80.00 $ 160.00
u 6 8" PVC SDR 35 Service Pipe 50 LF $ 25.00 $ 1,250.00
7 6" PVC SDR 26 Service Pipe 100 LF $ 13.00 $ 1,300.00
n 8 6" Service Cleanout 2 EA $ 150.00 $ 300.00
....J Subtotal $ 24,910.00
.., Indirect Costs $ 7,473.00
u Estimated Construction Cost $ 32,383.00
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Item Unit
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1 Connect to Existing Watermain 2 EA $ 1,000.00 $ 2,000.00
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.., 3 8" DIP CI 50 WM 160 LF $ 20.00 $ 3,200.00
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5 6" Hydrant 1 EA $ 1,300.00 $ 1,300.00
..., 6 10" Butterfly Valve 2 EA $ 800.00 $ 1,600.00
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8 6" Gate Valve 1 EA $ 450.00 $ 450.00
..., 9 MJ DIP Fittings 1800 LB $ 2.00 $ 3,600.00
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Indirect Costs $ 9,129.00
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C. Storm Sewer
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'1 1 Connect to Existing Storm Sewer 1 EA $ 500.00 $ 500.00
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2 15" RCP 500 LF $ 23.00 $ 11,500.00
..., 3 21" RCP 150 LF $ 27.00 $ 4,050.00
.J 4 Standard Manhole 1 EA $ 1,200.00 $ 1,200.00
5 CB/Manhole 4 EA $ 1,700.00 $ 6,800.00
..., 6 Cone Catch Basin 16 EA $ 900.00 $ 14,400.00
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..., Indirect Costs $ 12,975.00
....J Estimated Construction Cost $ 56,225.00
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Item Unit
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1 Mobilization 1 LS $15,000.00 $ 15,000
~ 2 Reclaim Bit. Surface 5640 SY $ 2.00 $ 11 ,280
,.., 3 Common Excavation 3300 CY $ 3.00 $ 9,900
L.J 4 Aggregate Base CL. 5 3150 TN $ 6.50 $ 20,475
5 Cone. Curb & Gutter B624 5000 LF $ 7.25 $ 36,250
'1 6 Bituminous Base 850 TN $ 22.00 $ 18,700
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8 Sidewalk 6500 SF $ 2.00 $ 13,000
..., 9 Topsoil Borrow 450 CY $ 10.00 $ 4,500
LJ 10 Sodding 2500 SY $ 2.00 $ 5,000
11 Seeding 0.5 AC $ 1,000.00 $ 500
,.., 12 Striping 1 LS $ 3,000.00 $ 3,000
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14 Shrubs 100 SH $ 50.00 $ 5,000
,.., 15 Street Signs 70 SF $ 50.00 $ 3,500
LJ Subtotal $ 177,355
..., Indirect Costs $ 53,207
LJ Estimated Construction Cost $ 230,562
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E. Decorative Street lights
Item Unit
No. Description Quantitv Unit Price Amount
1 Feed Point Cabinet 1 LS $10,000.00 $ 10,000
2 Light Pole wi Foundation 44 EA $ 2,000.00 $ 88,000
3 2" PVC Conduit and wire 2800 LF $ 1.25 $ 3,500
4 Hand Holes 10 EA $ 100.00 $ 1,000
Subtotal $ 102,500
Indirect Costs $ 30,750
Estimated Construction Cost $ 133,250
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
Date Julv 7. 1998
AGENDA SECTION
Approval of Claims
ORIGINATING DEPARTMENT
Finance
Shirley Clinton Q
I ITEM NO. Schedule of Bills
REQUEST:
The Andover City Council is requested to approve total claims in the amount of$ 697.777.72.
BACKGROUND:
Claims totaling $ 171.637.96 on disbursement edit list #1 dated 06/30/98 have been issued and released.
Claims totaling $ 526.139.76 on disbursement edit list #2 dated 07/07/98 will be issued and released
upon Council approval.
Date: 07/07/98
Approved By:
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