061404 CC Reg AgP
;1 ..
'~
.
..
.
. CITY OF SHOnWOOD
ClTY COllNcu, UGULAIl MEETING
MONDAY, J1INE 14, 2004
5755 COUNTltY GOB llOAD
COllNcn,CB:A.MHBS
7:00P.M.
AGENDA
. .
1. CONVENE CITY COUNCIL MEETING
A. Roll Call
Mayor Love_
~.---
. . Li2aSe I
.......,~
ZeIby -
T\qeoIl-
B. Review Agenda .
2. APPROVAL 01' MINUTES
A. City Counc~ Regular Meeting Minutes, May 24, 2004 (AU.. Minutes)
3. CONSENT AGENDA. Motion to approve items on Consent Agenda It. A40pt.I.eIolu.ticmS
Therein: '
NOTE: GiN t1uI,ublIc .. 1I.l'tUnlty tll rquat_1tem 1M ~JH.tIM
eo",- Age1Ultl. Ctmt.."a ca 6e taIceIt or fuatlo", ake4~' ,...,.,,,...
Co",ent ..4..gtuUltl.
A. Approval ~fthe Verified Claims List (Att.- Claims List)
B. Staffing - Seuonal Help (Att. . Public Works Director's '~ :Draft.B~'ludon)
c. Assessor's Agreement(Att. - Finance DireCtor's:memorandum, ~)
D. Approval of Final :Plat for Linden Hllts 204 Addition (Att. - Draft JlelIIOl.utkm)
Applicant: Water Street Homes, LLC
Location: 59401595015960 Lake I,mMn Court
B. Approval ofTtiu.4>>Ol.l.1Y Sign Permit (Att. - Plpnmg Ditectot'a ~~)
Applicant: MidCountry Bank (FKA Bayside Bank)'
Location: Shorewood Vi1.1ap Center - 23800 Stato ~.7
F. Approve Plana, Specifications and Bstimlltes and A.uthorizo. Ad for Bidatbr Birch Blutf
Road and Shady Island Lift Station Projects (Att ." Public Worb Ditoctot'..
memorandum, Draft Resolution)
4. . MATI'ERS nOM THE FLOOR (No Counell action will be talam.)
5. REPORTS AND PUSENTA110NS
A. Report by LMee ~entative Patrick. Hodapp
~. ,"c"",
.
..
\.
..
CITY COUNCIL AGENDA - Joe 14, 2004
PAGE10F2
.
.6. PUBUC BEARl.NG
7. P AJ.U{S
A. Report on park Comrr"qion Meeting Held June 8, 2004 (Att. - MimateS)
B. Accept WSB report regarding Freeman Park Wet1md (Att. - Public WOEbDiRctot'.
memorandum)
8. PLANNING. Report by Representative
A. C.U.P. for Telecom Fact1ity Equipment (Att. - Pl.annina Director'. ~~Drait
Resolution)
Applicant: Verizon Wireless, LLC
Location: 24283 SmithtGwn R.oad (Co. B.d. 19)
B. Minor Subdivision/Combination (Att. - Draft Resolution)
Applicant Bill Zucco
Location: 4485 Enchanted Point
C. Minor Subdivision (Att. - P1N'lnmg Director's Memorandum; Draftl.eso'b~)
Applicant: Tom Kelsey
Location: 5705 Smithtown Way
D. Variance to Increase Nonconformity ofNonconf01"l'f1ing.Garage (Alt. - ~
Director's Memorand.um; Draft Resolution) ,
Applicant Thomas Thiss
Location: 6110 Ridge Road
9. GENERAIJNEW BUSINESS
A. Approval of County Road 19 Intersection Project Phms, ~_"l'~J
and Au.thorize Advertisement for Bids (Att..Publie WorDDit~'.~m:Jwn,
Draft Resolution)
B. Approval of County Road 19 Intersection Project Cooperatiw A.ptlIIJ"mt(A.tt. - Draft
Resolution)
C. Authorize EaIement Agreements for County Road 19 ~f:rqject (A1t-
Public WorD Director's mem.orandum, Draft Resolution)
10.' ENGINDIUNGlP'UBLIC WOllKS
11. STAFF AND COUNCIL REPORTS
A. Administrator It. Staff
B. Mayor & City Council
12. ADJOURN
"'c""""l:':'.,;,~
CITY OF SHOREWOOD
CITY COUNCIL MEETING
JUNE 14, 2004
PUBLIC SIGN-IN SHEET
For the record, please print your name and address below. Thank you.
Name
Address
1. DON ihfts~uJ
2. 8r L.- '- /- /$ tJc-
2/J)ss :;h6)fJt/(/rrJ ()/)b; (t; J
~G:,c) 'to
S-h~~ cSt (, I).
~
;J~ j ()J<s 1Y-
flo-u- ~c9 a ~~
;2.~ Ob tJ
3.M (1'~h(j1 CUA.t1
....---:- "
4. fk ~.~
bL~ t)"[ \/
5.
6.
7.
8.
9.
10.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
#l~
June 8,2004
Freeman Park Wetland
Enhancement & Interpretive Center
Prepared for:
WSBProject No. 1074-89
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422 (763) 541-4800
CITY OF
SHOREWOOD
Prepared by:
~
WSB
& Associates, Inc.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I. Background
The City of Shorewood is proposing to implement a wetland enhancement and education
project within Freeman Park (Figure 1). The project intends to utilize an existing low
area in Freeman Park to create this amenity that is also adjacent to a regional trail. The
creation and restoration of wetland habitat while educating the public as to the functional
benefits wetlands provide to the community will provide a win-win situation for the
public and the environment.
II. Project Elements
The elements ofthe project include wetland creation and enhancement, expansion of the
public trail system, and construction of an interpretive kiosk.
1. Wetland Creation/Enhancement
The wetland enhancement consists of creating an area having a wide range of
wetland habitats characteristic of multiple types of wetlands. The project will
develop deep marsh habitat, shallow marsh habitat, and wet meadow habitat
(Figure 2). The diverse habitats will provide the following public and
environmental benefits:
. Feeding, breeding, and resting habitat for wildlife species
. Vegetation for erosion control and nutrient uptake
. A water quality treatment system for the upstream watershed
. Flood storage for the upstream watershed
. Public wetland education, aesthetic appreciation, and hiking opportunity
As part of the project, native grasses and forbs are anticipated to be seeded in and
adjacent to the wetland as well as planting shrubs and trees to provide bank
stabilization and erosion control. More detailed information regarding the
proposed vegetation is provided in the Vegetation Establishment Plan (Attached).
2. Public Trail Expansion
The educational wetland enhancement project incorporates the expansion of the
existing public trail system within Freeman Park and the surrounding area The
trail expansion will provide the public the following benefits:
. Connection to the Regional Trail System
. Access to habitat and wildlife for observation and photograph
opportunities
. Access to the interpretive kiosk
. Access to other trail systems
Additionally, the trail expansion will minimize the disturbances to the wetland
site by designating a trail system for the public to use that provides views of the
entire wetland without impacting the surrounding vegetation buffer. The concept
design for the existing and proposed trails is included on Figure 2.
Page 1
Project Report
Freeman Park Wetland Enhancement & Interpretive Center
WSB Project No.1 074-89
....
WSB
do .4ssc.ciales, inc.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
3. Interpretive Kiosk
As part of the educational component of the project, the public will be provided
with information that allows them to gain a greater understanding of the
functional and aesthetic benefits wetlands provide to the public and environment.
The interpretive kiosk is anticipated to provide the public with the following:
. Objectives associated with project, always with list of contributors
. Information on wetland vegetation that is present
. Information on wildlife using the wetland
. Information on wetland functions and benefits
The interpretive kiosk will be constructed as shown in Figure 2.
III. Estimated Cost
The cost to construct this Freeman Park Wetland Enhancement & Interpretive Center is
estimated at $427,750. A breakdown of the cost for each aspect of the project is provided
in the table below:
Item Estimated Cost
Interpretive Kiosk $30,000
Native Wetland Seed Mixture $5,000
Trees and Shrubs $10,000
Clear and Grubbing $15,000
Excavation $200,000
Outlet Control Structure $15,000
Trail Construction $20,000
Engineering, Legal, and Administration $88,500
Contingencies $44,250
Total $427,750
Page 2
Project Report
Freeman Park Wetland Enhancement & Interpretive Center
WSB Project No.1 074-89
....
WSB
&: Associates, lnc.
I
I
I
I
I
I
I
I
I
i I
I
I
I
I
I
I
,I
I .~..
~ Figure 1: USGS Project Location
I ~ F~eeman Park Wetland Enhancement a Interpretive Center
SHg~W~D Clty of Shorewood, MN 0 375 750
....,
c \ ).-
/' ;; \ I
. c.~ /".-'~"--M1nnefo'Hk
,,----;/ '. C6f rtt'r I~}io
~ ok~ati:
.../ \<......_......_.1-_.1. ~
. '~
! .
, ,
O.....-........J,I
I .}~6 !
J1 . d.= .-~ _......+;;;:;;;;::-::
--._.-,-!...---J-;,...;:-:
\ .... h c-'~ .. .-........---:...--...........,
'. Q~ /l'~~. /"..-- ."
. : -~.................. . ~. ~/ A,\,.,JI .. .
. ..)0.('\.... ...... .... .j......... ~.' f1 \ ~
j.. ,.-~::..;:9,--~.~,.\\\
. ., I. ':.~::::::/~;/ "'-'\ :.~ \\\
StatelH~j~"-- / . ....'
w*. .
. WSB
1,500
Feet '* Auociates. 1m::.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Trail Benefits
Expansion of the existing Freeman Park trail will pro
the following benefits:
. Access to the interpretive kiosk providing educati
. Access to the Regional Trail System
. Access for habitat and wildlife observation and p
opportunities
. Access to other trail systems
The proposed trail is anticipated to increase the publ
of the park while educating the public on the wildlife
that may be present at the park. The wetland enhan
is anticipated to provide diverse habitats that can be
numerous wildlife species such as wood ducks, hoo
various frogs, and other amphibians. The area will p
resting as well as opportunities for breeding.
LEGEND
o Interpretive Kiosk
"-' Proposed Public Trails
"-' Existing Trail
. Outlet
M Deep Marsh (App. 1.0 Acre)
M Shallow Marsh (App. 1.0 Acre)
Wet Meadow (App. 0.8 Acre)
Proposed Elevations
Proposed NWL
Contours
Existing Elevation
Proposed Trees/Shrubs
.0 Tamarack
e Black Ash
. Dogwood
iI
CITY OF
SHQREWOOD
Figure 2: Concept Design
Freeman Park Wetland Enhanc
City of Shorewood, MN
Wetland Creation/Enhancement
/~eed with Native Wetland Mix
'/
5:1 Slope
Undulating/Irregular
Bottom Elevations
The pond will be created with 5:1 (H:V) slopes to provide
the necessary water depth to establish vegetation. It is
anticipated that a native wetland seed mixture with wet
forbs will be used for vegetation establishment. The
normal water level (NWL) of the wetland is anticipated
to be 962.
-$-0
s
100
200
Feet
.
WSB
50
& Associates, Inc.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
VEGET A TION ESTABLISHMENT PLAN
FREEMAN PARK WETLAND ENHANCEMENT
& INTERPRETIVE CENTER
Prepared for:
City of Shorewood
Prepared by:
WSB & Associates, Inc
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422
C:\Documenls and SetlingslRHugheslDesktoplCurrent ProjectsIVeg PlanlVegEstPlan.doc
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FREEMAN PARK EDUCATIONAL WETLAND ENHANCEMENT
DEEP MARSH PLANT COMMUNITIES
Deep marsh plant communities consist of species that are capable of
growing in inundated water at depths ranging from 6 inches and 3 feet or
more of water during the growing season. An example of a deep marsh
habitat and some s ecies that inhabit a dee marsh are below.
White water-lily
(Nymphaea odorata)
Photo by Ryan Hughes. WSB & Associates
C:lDocuments and SettingslRHugheslDesktoplCurrent ProjectsIVeg PlanlVegEstPIan.doc
I
I
I
Softstem bulrush
(Scirpus validus)
I
I
I
I
Photo by Ryan Hughes. WSB & Associates
I
Bladderwort
(Utricularia macrorhiza)
I
I
I
I
Photo by Ryan Hughes. WSB & Associates
I
Giant bur-reed
(Sparganium eurycarpum)
I
I
I
I
Brother Alfred Brousseau. Courtesy of St. Mary's College of California. @St. Mary's College of California. Usage Guidelines.
I
I
C:lDocuments and SettingsIRHugheslDesktoplCurrent Projectsl Veg PlanlVegEstPIan.doc
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FREEMAN PARK WETLAND ENHANCEMENT
SHALLOW MARSH PLANT COMMUNITIES
Shallow marsh plant communities consist of species that are capable of
growing in saturated to inundated water that may reach a depth of 6 inches
during the growing season. Species that occur in the deep marsh may alos
be present in a shallow marsh. An example of a shallow marsh habitat and
some species that inhabit a shallow marsh are provided below.
I,...- . .if''''''
River bulrush
(Scirpus fluvatilis)
Photo by Ryan Hughes. WSB & Associates
C:\Documents and SettingsIRHughes\DesktoplCurrent ProjectsIVeg PlanlVegEstPlan.doc
I
I
I
Broad-leaved arrowhead
(Sagitta ria latifolia)
I
I
I
I
Photo by Ryan Hughes. WSB & Associates
I
Sweet flag
(Acorus calamus)
I
I
I
I
Robert H. Mohlenbrock. USDA NRCS. 1995. Northeast wetland flora: Field office guide to plant species. Northeast National
Technical Center, Chester, PA. Courtesy of USDA NRCS Wetland Science Institute. Usage Guidelines.
I
Green bulrush
(Scirpus atrovirens)
I
I
I
I
I
Photo by Ryan Hughes. WSB & Associates
I
ClDocuments and SettingslRHughes\DesktoplCurrent ProjectsIVeg PlanlVegEstPlao.doc
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FREEMAN PARK WETLAND ENHANCEMENT
SEDGEIWET MEADOW PLANT COMMUNITIES
Sedge/Wet Meadow plant communities consist of species that are capable of
growing in saturated soils during most of the growing season. Species that
occur in the shallow marsh may also be present in a sedge/wet meadow.
Examples of sedge/wet meadow habitats and some species that inhabit a
sedge/wet meadow are provided below.
Photo by Ryan Hughes, WSB & Associates
Blue vervain
(Verbena hastate)
Photo by Ryan Hughes. WSB & Associates
ClDocuments and SettingslRHugheslDesktop\Current ProjectslVeg PlanlVegEstPlan.dnc
II
I
I
Boneset
(Eupatorium peifoliatum)
I
I
I
I
I
I
Joe-pye weed
(Eupatorium macuZatum)
I
I
I
Photo by Ryan Hughes. WSB & Associates
I
Background - Black-eyed
Susan
(Rudbeckia hirta)
I
I
I
Foreground - Swamp milkweed
(Asclepias incarnate)
I
I
Photo by Ryan Hughes. WSB & Associates
I
C:\Documents and SettingsIRHughes\DesktoplCurrent ProjectsIVeg PlanlVegEstPIan.doc
.
b~
CITY OF
SHOREWOOD
5755 COUNTRY C\-UB ROAD. SHOREWOOD, MINNESOTA55331-8927 · (952) 474-3236
FAX (952) 474-0128. www.cLshorewood.mn.us. cityhall@cLshorewood.mn.us
Dear Resident:
The City of Shorewood is considering a roadway i:rn,provement project adjacent to your property. As such,
we are asking that each property owner provide feedback as to the features that you would like to see
considered, as part of the project. It is very important that you take the time to complete this survey, as the
feedback received will be considered for the design. features of the roadway and utilities within your
neighborhood. .
Property. Location
Owner's Name(s):
Property Address:
Please provide the City feedback by checking the boxes that best describes your thoughts for each item. .
Roadway Improvements
1. The existing roadway is:
o Too Narrow 0 Too Wide:
o Adequate Width
2. Is an on street parking area or shoulder desirable?
DYes 0 No 0 Does not matter
3. It is preferable to have No ParkingSigns installed and enforced on our roadway.
o Agree
o Disagree
o Does not matter
4. Would you like the City to ex:plore the feasibility of a trail or walkway on or alongside your roadway as
part of this project?
o Absolutely Not!
o No
D Explore the feasibility of a trail
DYes
ft
~~ PRINTED ON RECYCLED. PAPER
<t
5. Would you prefer that the new roadway be reconstructed as a rural roadway, without curb and gutter?
DYes
o No.
o Does not matter
6. Would you prefer that the roadway be reconstructed with curb and gutter and storm sewer?
DYes
o No.
o Does not matter
City Water
To insure the integrity of the roadways within Shorewood, the City Council has directed Staffto survey
residents along any roadway project with regard to the installation of City Water. This helps the City in
planning infrastructure improvements.
The City does not mandate connections to the City Water system, if it is installed within your roadway for a
single-family homes. However, for the City to consider the installation, at least 66 percent of the residents
would have to commit to paying for the cost of installation, and hook up to the City Water. Residents may
petition the City Council to have this fee assessed against their property.
If at least 66 percent of the property owners along the project indicate an interest in having City water
installed as part of the roadway project, the City will prepare a feasibility report to explore costs for such and
installation. Ifhowever, less than 66 percent of the abutting property owners do not indicate that there is an
interest in City Water, the proiect will proceed without this installation.
I. IJW e are interested in the City exploring the costs to install City Water along with the roadway
reconstruction.
o No. IJWe are not interested
in City Water Service.
o Neutral,
Depends upon Costs.
DYes, IJW e would Like the
City to explore costs for
City Water Service.
Drainae:e
1. IJW e experience many drainage issues on our property.
DYes 0 No 0 Sump pump runs often 0 No significant issues
2. If you answered "Yes" to the above question, please describe the issues for your property on the reverse
side ofthis sheet. Feel free to attach any photos that may be available to assist Staff in evaluating these
Issues.
..
.
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD. SHOREWOOD, MINNESOTA 55331-8927. (952) 474-3236
FAX (952) 474-0128 · www.cLshorewood.mn.us . cityhall@cLshorewood.mn.us
MEMORANDUM
TO:
FROM:
DATE:
RE:
County Road 19 Intersection Reconstruction Project
Approval of Plans Specifications and Estimate and Authorize Advertisement for Bids
Attached to this report is the plan sheets excerpted form the total package of documents for the
Co~ty Road 19 Intersection Reconstruction Project. For brevity, plan sheets were printed, minus
the cross sections, structural details, and technicalities. Certainly, a full set is available for anyone
wishing to delve deeper into the plans.
Since the last presentation, the plans have not changed significantly. Items worth noting are briefly
summarized below, and referenced by the excerpted sheet numbers.
Plan Elements
Overall Project Layout (Sheet 2): This sheet depicts the limits and overall layout of the project
for your reference.
Typical Sections (Sheets 13-19): In accordance standards for Hennepin County and State Aid, this
project is to be constructed as an urban section, with concrete curb and gutter, storm sewer, and
concrete medians. Right and left turn lanes have also been incorporated, where feasible.
Grit Chamber (Sheet 24A): A grit chamber has been the focus of many discussions. Theses types
of chambers are a sump style chamber that permits heavy solids to drop out of the runoff and be
collected by the stormwater system. A vacuum unit is periodically utilized to remove the solids
from the base of this chamber.
Traffic Control Plan (Sheets 31-39): The most challenging portion of the plan set is to maintain
traffic through the construction area. Sheets 31-39 document how the project is to be staged. Note
that the crosshatched areas are areas under construction, for each stage. Staff will discuss this in
greater detail at Monday's meeting.
n
~.1 PRINTED ON RECYCLEO PAPER
#qA.
.. Mayor and City Council
Approve PS&E for C.S.A.H. 19
June 12, 2004
Page 2 of 5
"Floor Plan of Construction" (Sheets 52-54): After all the fuss, it is hard to believe that the actual
floor plan or construction plans for the project is included in three measly sheets! What was so hard
about that?
These sheets indicate what the finished layout will be for the project, including curb and gutter
alignment, median locations, and driveway configurations. Worth noting, is the reconfiguration the
carpet/tile store access shown on page 52, the access to the Tonka Bay shopping center on page 54,
and the Tonka Bayt Store access on page 57. Minor changes are also proposed for the driveway
accesses shown on page 58 on the south side of CSAH 19, adjacent the Minnetonka Transmission
Shop.
Gideon Glen Pond (Sheets 52, 84, 86): The final configuration of the Gideon Glen pond has been
incorporated into the construction documents. This pond facilitates stormwater detention and
incorporates wetland enhancement features. This plan was desi.gned in cooperation with the
Minnehaha Creek Watershed District (MCWD).
Retaining Walls and Ornamental Railings (Sheets 64-70): These sheets document the cast in
place retaining walls. The most descriptive portion of the plans occurs on sheet 66, which shows
the design of the fa9ade and ornamental railings.
Planting Areas (Sheets 93-95): The planting areas shown, include low level shrubbery and
plantings that are permitted by the Hennepin County adjacent the intersection and County Road.
These plans maintain the delicate balance between site aesthetics and the proper sight distance
requirements mandated by the County and the State.
Signing and Striping Plan (Sheets 99-102): These plan sheets are helpful in visualizing the final
product, turn lanes and through lanes. It is worth noting that City Staff will be working with the
County to add a "No Right Turn on Red " sign southbound, c.R. 19 to westbound, Smithtown
Road.
Street Lighting (Sheets 107 - 110): The subject of streetscape lighting is of particular interest.
The City Council directed that the lighting be placed only at certain key entrances, and not a
symmetrical pattern. However, such a pattern does not meet the eligibility requirements for funding
by the County or State. If the lighting pattern meets the County's design standards, the County will
participate at a rate of fifty percent of the lighting costs. Similarly, State Aid Funds may be utilized
to fund the City's portion of these costs, if a symmetrical pattern is used. If a non-uniform design is
utilized, the City must pay one hundred percent of the costs, using local funds.
A cost analysis was performed to examine the preferred design by the City, using only local
funding, versus the symmetrical style accepted and partially funded by the County. Results of the
analysis indicate that when the total costs of the "base hardware" including lighting control cabinets
and length of electrical circuits in the designs are tallied, that the costs for the two scenarios are
approximately equal. The difference being, that under a symmetrical design, the City may utilize
State Aid Funds for the City's portion of the lighting cost.
Mayor and City Council
Approve PS&E for C.S.A.H. 19
June 12,2004
Page 3 of 5
Currently, the design shown is based upon a symmetrical design. Should the Council prefer to opt
to fund the non-symmetrical design, modifications can still be made to the plans. However, this
would mean that local funds would be utilized for the entire system.
The style of light to be utilized is shown on sheet 107. It has been proposed that the light standards
will have banner poles and an electrical outlet that will permit festoon lighting.
Fire Department - Advance Warning Flasher (Sheets 114-115):. The advance warning flasher
(A WF) has been approved by Hennepin County and State Aid. The City Council may choose
utilize local roadway funds for this item with reimbursement from the Economic Development
Authority. Currently, this has been slated utilizing Local Roadway funds.
Utilities: After considerable discussion, it has been recommended that portions of the existing
watermains, for both the Cities of Shorewood and Tonka Bay, be relocated outside of the main
travel lanes of the county roadway. In their present locations, a watermain break would create a
disastrous scenario for repairs and traffic flow on c.R. 19.
In Shorewood's case, the portion of the watennain to be relocated fronts the Tonka Bayt Store and
the Carpet Tile store. The existing watermain is to be replaced west of the existing utility location.
This would place a majority of the utility outside of the through travel lane, and within the shoulder
and turn lanes of the county road.
Funding for relocation of this utility can be performed by utilizing funds from the City's Water
Fund, or by utilizing the Local Roadway Fund. Staff has proposed that the Local Roadway Fund be
utilized for this cost of the project. The logic utilized for this recommendation is that the relocation
of the utility is caused solely by the proposed roadway improvement. The City Council will have to
determine the preferred method of funding for this item.
Costs
An estimated cost breakout for the entire project is best shown in Attachment 2 to this report,
further denoted as "Hennepin County Agreement No PW 50-46-03 Exhibit A. Sheets 1-6. "
The estimated cost for construction, right of way acquisition, and construction engineering is
$4,905,838. For the City of Shorewood, the project has an estimated cost of $1,318,478.87. Table
1 summarizes the City of Shorewood's portion of the project.
Mayor and City Council
Approve PS&E for C.S.A.H. 19
June 12,2004
Page 4 of 5
Estimated Costs for the City of Shorewood
Description State Aid Funding Local Roadway Funds
Construction
Roadway $ 458,679.35
Stormwater & Drainage $ 257,625.73
County Supplied Signal Equipment $ 5,940.00
Watermain Relocation $ 50,285.00
Under grounding of Utilities $ 37,082.82
Advance Warning Flasher - Fire $ 25,000.00
Streets cape
Walls & Railings $ 80,786.96
Lighting $ 77,119.30
Right of Way $ 250,000.00
Construction Engineering $ 75,959.71
SUBTOTALS $ 1,206,111.05 $ 112,367.82
TOTAL $ 1,318,478.87
Table 1
As indicated in Table 1, the City of Shorewood proposes using Municipal State Aid (MSA) funds to
pay for $1,206,111.05 of the project. MSA funds are a portion of the taxes collected by the State at
the gas pump. The State holds these dollars in account, at the state, to fund transportation projects
that build/reconstruct state aid roadways that serve as the backbone of the transportation network
across the State. Constraints in utilizing MSA funds include meeting MSA standards for design and
construction. Each year, the State adds an additional $200,209 to Shorewood's MSA fund balance
that may be utilized for these purposes.
Currently, the State is holding $354,607.02 in account for construction. The City has requested that
the State advance the City's State Aid account the maximum allowable amount. The maximum
advance permitted equals 4 times the annual allocation received. In Shorewood's case, this equates
to $800,835. This will provide a total MSA balance of $1,155,442.
Mayor and City Council
Approve PS&E for C.S.A.H. 19
June 12,2004
Page 5 of 5
Since the funds available from the MSA account fall short of the total required, Staff is
recommending that the balance of th project, estimated at $50,669.05, be funded utilizing the
Local Roadway account.
All of the numbers presented here are estimated numbers. While the cost percentages of
participation will remain unadjusted oughout the project, the final numbers are adjusted for the
unit prices of bids received, the qu tity of items installed, and change orders approved at the
completion of the project. Please be dvised that a project of this magnitude will have additional
change orders and costs. This is unav idable. It is certain that the final amount will be higher than
the bid amounts received.
If the project is to move forward, Staf is recommending that any shortfalls within the MSA account
be funded through the local roadwa fund. Staff is researching any possibilities of additional
methods of encumbering additional M A funds.
rove Plans S ecificati ns and Estimate and Authorize Advertisement of Bids
The City of Shorewood has agreed to administrate the construction contract for the County, in the
interest of time. As of Friday, Henne in County has suggested a date for the bid opening of August
4, 2004, with an anticipated award b the Shorewood City Council on August 9th, 2004. These
dates correlate with approval of the cooperative agreements by the Hennepin County Board on
August 3,2004.
Realizing that there are several fundi g questions, and the late transmittal of these items, the City
Council has the option of delaying th approval of the Plans, Specifications, and Estimate (PS&E)
and Authorizing the Advertisement ~ r Bids, until the June 28th, 2004 meeting. This would not
affect the time schedule that has been uggested by the County.
If the City Council desires to move ah ad with the approvals, a motion approving the resolution that
approves the Plans, Specifications, d Estimate and Authorizes Advertisement for Bids would be
in order.
A resolution is attached for your cons' deration.
EXHIBIT" A"
DIVI ;ION OF COST SUMMARY
HENNEPIN COUNTY PROJECT NO. 9821
S.A.P. NOS 27-6 9-18,216-020-02,216-101-02, 216-108-01
CSAH 19
Estimated
Total Cost
Contract Construction
State Aid Funds
Roadway
Storm Sewer (1)
Local Funds
Subtotal
2,519,437.66
462,523.75
172.477.59
3,154,439.00
Construction (4)
Engineering
84,448.55
County Supplied
Signal Equipment (2)
Right of Way (3)
Contributing Flow (6)
Gideon Pond
18,000.00
1,500,000.00
6,219.18
Utility
Undergrounding (5)
TOTALS
142.731.27
$4,905,838.00
City of
Shorewood
641,585.61
257,625.73
50.285.00
949,496.34
75,959.71
5,940.00
250,000.00
37.082.82
$1,318,478.87
City of
Tonka Bay
64,290.80
41.819.70
106,110.50
8,488.84
34.282.81
$148,882.15
Hennepin
County
1,877,852.05
140,607.22
80.372.89
2,098,832.16
12,060.00
1,250,000.00
6,219.18
71.365.64
$3,438,476.98
(1) Hennepin County's proportionate share 30.~%, Shorewood's proportionate share 55.7%, Tonka Bay's proportionate
share 13 .9%.
(2) Hennepin County's proportionate share 67 '/0, Shorewood's proportionate share 33%.
(3) Right of way within Shorewood 50% Hem epin County, 50% Shorewood; right of way within Tonka Bay 100%
Hennepin County.
(4) Computed at 8% of the Cities' share of the contract construction costs for the project.
(5) Hennepin County participation limited to j 0%, maximum contribution $300,000.00 per centerline mile, project
length 0.427 miles, County's participation funded by Roadside Enhancement Partnership Program.
(6) County participation = area of pond in acrl s x County percentage of drainage x 50% of County's contributing flow
x 50% for right of way x price per acre (2.ij7 x.3 x.5 x.5 x 34,482).
ACCOUNTSIAYABLE/RECErvABLES~Y
Payable to I ayable to Payable to Payable to
Shorewood Sl1orewood County County
by County bv Tonka Bav bv Shorewood by Tonka Bay
Contract
Construction
$2,098,832.16
Construction
Engineering
County Supplied
Signal Equipment
Right of Way
Contributing Flow
Gideon Pond
6,219.18
Utility
Undergrounding
71,365.64
$140,393.31
TOTALS
$2,176,416.98
$ 06,110.50
34,282.81
75,959.71
8,488.84
5,940.00
250,000.00
6,219.18
$331,899.71
$8,488.84
~H1'I\~ .~
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"; Sheet 1 of6
WL
.. rr~lll1llllc:u.-y L:)~llt;UU,lt; .1
!l,W, _ -~ -- -
JfI:SB Projo<< CSAR 19. Smith1llWD \load, CC IloalI DIIign by: RCl1
ProjoJ:l Lot:aIIon: Sbarewood. MN Checbd by: DWS, em
WS!l projtsct No: 01388-01 D.. 4IZ712DD4
" CSAH 19 (C.P.9821)
Estimate of Quantity and Cost
Storm S-
CSAR l' CSAR$ CSAlI19 CSAH 19 CSAR19 Smilht.... Ro." COlIDtrr Cub !loa" Cilf orSll........o.. Olf orTooka Bar 30.4% SAP. 27-619-11
S.A.P. ~7"1'="11 S.A.P. ~7"19-18 c.P. '12.1 S.A.P. ~16-G2l1-U S.A.P.116-C12;O-ll~ S.A.P. ~1'-101-C S.A.P. U'-III....1 31.8 % SAP. :1lt;..O~O'O:1
HIIIIDOpia CGIIDlf ~ CGIIDI1 lLEJ'.P. Foads Cilf ofSbomvood C\lf orShonwood 011 ofShorewood 017 ofSllorewood Local Cost Local Cost 12.1 % S.A.P. :11'-101..0:1
Stroetscapioc H........ CoIlDl1 StnelscapiDz 5.8% SAP, :116-108..Ql
TAB SHEEr Pro'ectTotal Local halb 13.9% Tanka BllY
- ~... u.il -... - - - ......... ......... - ......... - ......... - -... - ~... ......... - ......... - -.... ......... ~ .........
No. -, 101.... ,.... ""- ............. ,..".. n.-:_ .,.;" ......... """ n.M..... CollI n:;:;.;;;,;- -;;.;:.- 0u0nIilv """ -......... -,;;:: ..... --;;-~- ^'"""lY CmI. n.._o_
,.... Call
2lI11.SIlI MCIIlILIZA'I1ON LUMP SUM SUD,GOIl.GO UlII I%O,OOD.Oll a.5S &G.aoa.aaI a.as 6,Ollll,oo a.as :I,4IIIl.GO ClJl9 ICl.IlllUlOI a.as 2,.00.00 a.06 7,21111.lX om' i6OO.ai
a.ll2 l,<llJlI.III 0.01 1,zaoJXI a.ls 1I,IIOll'oo
2lI11.101 FlILD omc:Il TYPED-NODIFIED EACH S7,soo.oo 1.00 7:soo.a1i a.5S 4.1:tS.oo a.as 37S.OO a.ll2 ISO.lll am 67S.OO a.as ISOJlI 0.06 .- am 2:tS.OlI a.as ISO.oo 0.01 7S.III
a.IS 1.I2S.oo
B , 1101.301 ~ ACRli ss.oaa.ao 3.Q3 '.ll9O.OI 1.17 I,6la a.oa 1_ a.oa 14O.DO
B , 11al.106 ACRli SS,GOll.lll 3.Q3 '.ll'OJIII 1.17 1,610 0.ClI 140.00 0.ClI ~
110UII3 IRoarc:umNO 1 UNFr SS.311 SID 2,lI3D.1IC SIll 2,lI3C
1101.610 ITRIlE 'WMIollNG I IDJR SI_ lO 1.sao.aoI la 1,5OG
I
M 21 1_ >+.VEMENl'MAIlX\NO ltIlhIOVAI.- 'lEMPORAItY UNFr sa.sa 5S.u l,77a.oaI ss.a 1,77lI.OOI
M 16 11~ PAVEMENl'M.W:INCl:R\lMOVAI.-1'E\UolANEN'r UNFr sa.sa 1160 4.D6O.D01 1160 4.eaa.oa1
,
A 6 1\04.501 REWDVIl WATER MAIN . UN Fr S6.oo m 2,261 371 2,261
A 6 2104.301 Rl!IoIOYIl SEWEIU'lPE(ll1'ClIIN) UNFr SI2JK WI 1,364 5tO 71J1O M 4ClI.lX 73 176.lX
A , 1104.501 RENOWSIlWER.PII'E (SANITAlll) UNFr S6.lX 354 1,1.24. 354 l,W. ,
A , 1I04.101 ll!MCMlaJRIIANDCIllTnlIl. UNFr ",01 622 1.166. s.o I;Ql , 12 :u6.IIl
1\04J03 RIlMOVE\l!TAINlNO WAIJ, SQFr ss.aoI 335 1,675 33S 1,67$
AJf '" 1104J07 RIlMOVEIlITUMINOUS PA VEMENl' ll') 14 SQYI) SUI %l31a 17,3IG :14-160 14,460. IlSO 1.130.lIOII 1'nO .;7iO.ix
A , 1104.so; REMOVEIlUILDINll FOUNDATION LUMP SUM SIS,GOIl.o I li.OOii I I$.oaa
A 6 1104JOt RllIoIOVECCIIalEDlAPl,lON EACH SIIIO.O \I 1.100 , lOll 2 2IIIl.Ol
A , 1104J0t Il!MCMl \Jt\HrBASEI'O\lNDAI\CIN EACH S2SO.ll I 2,00lI 7 I.m I 250.lX
A , 1104JOt Il!MCMlhlANHlll2 (lIIQRM;) EACH S2IIIl.CI 4 1ClO.00 4 100
A 6 1104J0t RIlMOVECA'lCKBASIN 13 EACH S2IIIl.oaI 7 1,400.00 4 IClO. 3 600.ao
A 6 1104JOt RIlMOVESlClNTYHlC EACH Slaa.oaI 11 2,IClO.oai M. z,<IOlI 1 2IIIl.llll 1 2lIll.oo
A 6 1104JOt- R\lMOVEJIYDRANT EACH s.ao.oaI J 1,2IIII.DO! 1 aaa.oa I COO.Ol
A , 1104.50' RENOWGA'lEVAl.VIl EACH ssaa.ao I ' 3tlO.OllI I 3OO.lK
A , 1104JOt REMOVEMANIIOl.E (SANITARl) EACH S2IIIl I 100JIII I 2lIll.0I:
A , 1104JOt Il!MCMlSlClN TYPE D EACH SISO I 15O.lIIl I ISOJIII
C 6 1104Sl1 SAWlNGCQoICRE'IEPA VEMEKr (l'UU.1lEPtII> UNFr S4.I 141 $U; 141 St2JK
C , 1104.513 SAWING BlfPAVEMENl'(l'UU.1lEPtII> UNFr S%; IllS .,537 1605 4.o11JO 75 117 13$ 337.$l
A 6 1104.$23 SAJ.VAI3E SlGNTYHlC EACH sw 4 3OD. 1 150. 1 ISO.OI
A , 1104.$23 SAJ.VAI3E SIllNTYPE sP!CIAL EACH 5SO. 4 2lIll 1 1000JXI 1 100
A 6 21ll4J2J SAJ.VAI3E UGKI' STANDAllD. LUMINAlRII EACH SS50.00 6 2,100. 4 1,<IOlI.oo :I 700
1104J2J AllANDON PI\'E SIlWER. EACH SWlII 110 2,160. 110 1,16O.DO
0 71 1104.$23 AllANDON. SIAl. WELl. SHAFt EACH Sl,$llll.oo I l,saa 1 1.$IlIl.lIlI
A , 2104.6l13 AllANDONWATERMAIN UNFr mOll $&G 11,320. $&G 1I,320.lll
I , 110$.501 ca.oDIEXCAVAI\CIN~ ll') CUYD SUI Willi 113,677 22m 103,1- 1- 6,491J111 t30 .,1_
1 , 110$.521 GIlANULA\l.llClRROW (l.V) 20 cu YI) SSJIII S2lIll 26.Giii S2lIll 16.00D.0ll
I , 11113.522 Sl!I.I!CTGIlANUI.AItllOllROW I,CV) ll') cu YI) S6JOI 13163 to,lot 11964 77.7&G.oC 1(123 I,64t 176 iOOX
1 , 1105.604 c:iEo'IEXI1LEFIJlR\C TYPE V 11 SQYI) S2.3II S.SO 13,625 22lllI 5,$OO.OlI 1100 4.lOD.lIC 14S1! 3.m.oc
I , 1105.607 EXCA VA'IlON SI'IICIAL I ~ ll') 6 cu YI) SUS 11300 $t,l:&$. ma 17,797.$l1 5154 17,osI.SC 1- 6,342.01 IS.I I,\n.Oll
I ,. 2105.60t lL\UL.DlSPOSIlClf CONl'AIIIINA'lEDMA'IERIAL TON SI2.311 6400 IO.llOII. 6400 1O.oaa.oa
2U3Jila STIlI5E1' SWEEPllR (WmI PICICIlP llROClM) IIOllR S75.l111 10 6.oaa.Ol 10 6.oaa.oa1
11:10.501 WATER MGALl.CINS S22JK 11 616.lX II 3116.lll $ 1I0J1l $ lIa.ao
1131.5lQ IcAr.ctuM CIlLOIllDE SOLl.I'IlON 0ALl.0N SI.IS 300 us.oo '2lIll 130.111 so $7.311 so $7.30
D 7 2111.301 AOORIlllA'IE BASECLASlSI,CV) II CUYl) n2.lX 9111 115.164.00 m, '1t4;1$1.l11 s.a 11,056.00 4:tS ',350.Gl
N 16 2111.501 AOGRl!OA'IE BASECLASlS 3 TON SI4.ll11 400 S~ <lOll $,6OO.lIC
N 16 1131.501 IlIlUMlNOllS PA'lOIINO MDmlIlll 3 TON SIO.IIl 60 6,.ua-.oo 10 6,4oo.lX
Hennepin County Agreement No. PW 50-46-03
Exhibit "A". Sheet 2 of 6
, .
'121-' .-..lsedjunl2.Jds
&QfZD04
\rvL
.L .I.'-'.I.1.1.L.LU.I.Q.I.,)' ...,,-,.u.'-'Uu..&.'-'.L
0-."_' -
WS!l Projo<< CSAR 19, SmitblOWll \load, CC Road Dulgn by: RCH
P"'jtsctz.-won: shorewoad, MN -- by: DWS, C11l
lfSB /'rDjI<:l No: 0\381.01 DI1lI 4127121lO4
: CSAH 19 (C.P, 9821)
Estimate of Quantity and Cost
Sto..... Scwor
CSAH 19 CSAlIU CSAlIIP CSAH U CSAH U Smilht...... R.ad COlIDtrr Cub Ro.d a.,.oCSII8l'eMlOd Olf orTon1ca BlIJ 30.4 % SAP. 27-li19-11
UP. n-619-lI S.A.P. ~1-619-11 C.P. mJ. S.A.P, ~1'-01IJ.O~ S.A.P, ~16-G2l1-U S.A.P.21'-101-O: S.A.P.21'-108-01 31.8 %SAP.:11~
R.........ia CoIIDIf ~CGIID.,. LE.P.P. FIIIlIIs Cilf oCSholeWOad C\lf.rSIa_od 0.,. oCShorewood 0.,. .rSllorewollll Local Cost Local Cost 12.1 % S.AP. :116-101-0:
s-..ma 1IeDDep!a Co...,. ~c:apiDz 5.1% SAP. 216-108..01
TAB SHEEr P",'eotTota\ Local Fnlb U.t% TonlcaBllY
- Uuit -... EatiIooIOIl -.... ......... I!alimoood - -- _toll ......... - - -... - ~loIl - -... -... - ......... - ........... -
... .......... ""-'-':- Nola Uuit ""- no-1ilV -;;.;:.- ""...... ,.. n._... ,.,.. n._.. "'"' ........... e... ~ Cot! -,;,;;;.... -;:;:-'.. -;.;.. n.~ ,..".. n.~...... "..... ........""
.~.
If :Ii 23_1 MY 4 WEARlNO COIlIlllIlMllCllJllll (B) 16 TON ssa.cx 37$ 1\..2Sll.Ill m 1I,2$l1, -
D 7 >>SO.101 MY 4 WIlARINGCOUIlll!MIlClIJIlIlll'l 'ION ssiG! 7U 23,744.Dl 619 11,711 11 m.aoI U 1,344.lIl
If 21 23$0_ MY 3 NClNWEoWIIG COUIlSE MIlClIJIlIl (B) 17 TON mOl 3U 10.7111.11 115 1a.7IO
D 7 23Sll.SM MY 3 _ WEoWIIG COUIlSE MIlClIJIlIlll'l TON ssa.cx tSt :11,$30.00 871 :16,130 2li 7IO.lX ,. 1,62Il.110
D 7 23$7_ IBrtUMlNDUS MA11lRIALPt:lIl TACI: COAT GALLON Sl.$l $a J,762.oaI :rm 3,411.311 19 231.S1 74 lIiil
D 1 2360.301 TYHl SPU WIWIJIlO COUIlSEtdlX(4,F) 'ION SS7.01 2OS7 76,lat.ac 1710 65,16O.O1l1 160 $.92C.lX 111 4,m.ix
D 1 :tS6O.301 ITYPESI' I15WIWIJIlOCOUIlSEtdlX (4,F) 'ION SSS.Ol 236J az,7O$.Ol 1t67 61,14$.01 :146 1,610.lX 1$0 $,2$lI.00
D 7 236O.5lI2 ITYPESP 115__COURlllltdlX(4,B) 'ION SS4.Ol 111$ 9S,710.ac :111$ t5,71a.ac
I
0 liS 1401.501 IS'I1WCMlALcaaEIIl (IA43) cu YI) S2lIll.CI 111.7 5i,34OJii 105.9 41,11Il.t1l 7S.I 1$.I60JI
0 63 1401.301 IS'I1WCMlALcaaEIIl (3Y43) cum ms.o $11.4 1SO,863.Ol 357.1 10$,344.$1 1S..s U,5IU
0 63 . 1401.$41 IlAU POUND sa. 351D 24.5SD.30 13970 II,I7tJIII tl9 6.4IU
0 0 ~1.541 1lAU(llPQXY COATED) POUND sa.7 7312li S4,144JO S2113.5 3',llU.13 110115 15,739.3
M02.5I3 ClIINAIIlIlNTAl.IWLINOTYPll SP!CIAL %I LlN FT S9O.DI 974 B7,660.ac 625.64 S6,307.61 341.36 31,3$2Al
1 , 2411.521 GIlANUl.Ioll.IlAcmLI.lCV) ll') cu YI) SG.5l .199 27,t4J.lO 3230 1O,tts.Cll 1069 6,t4UC
1 , 2.11.511 SIIWCnJRllEXCAVA:IlCN CLASS U cu YI) 14.7 4710 22.31i501 344U 16,31D.3 U6I.5 $.m.u
2411.611 ARaIl'I'ECIIlRACONCIUml'lEXtURll SQFT SIS.OI 60U tl,17s.ao1 .163.$ 6z,4S2.$C Inl.5 ZI.I22.$l
MII.6\1 AllCIIlIl!CT\lRCOLOIl. SYS1'EM SQFT ss.ao 60U II,3SS.oaI 4163.5 11,410.$1 Inl.5 $,764.J1
I
24U.611 WOOD \l!TAINlNO WAIJ, 2$ SQFT $15.01 .u 1.oaa.oaI .u 1.oaa.oaI
14nJ04 STEEL SHEEr PIlJNO (PERMANENT) 23 SQFr mJf: 1737 62,946.41 136U 31,473.20 1361.4 31,473.11
p 76,77 130\.$1$ Ir RC Pll'EAPIlON EACH SS$O I 3$0 1 3$0.00
P 76,77 1301.51S 24' RC l'IPB APIltllI EACH 1451 3 1,3sa. 3 1,3$0.00
P 76,77 1301.51$ 30' RC l'IPB APIltllI - EACH S76l I 'HIi I 'I6O.lIOI
P 76,77 1301.51S 36" RC l'IPB APIltllI EACH SIll I BIll 1 aaa.oal
I
p 76,77 1301.&02 'I1lASII otIARD I'CIllr Pll'EAPIlON EACH ~ I <lOll I .uu.oal
P 76,77 1301.602 'l'RASII otIARD 1'CIl24' PII'E APIltllI EACH wo.o I 4SO I 4so.ao1
P 76,77 1301.602 'l'RASII otIARD FOR 30' PIPIl APIltllI EACH _.0 I 620 1 62IIJlOI
p '16;17 1301.602 'l'RASII otIARD I'llR 36' PII'E APIlON EACH -SIlIlI.O I lOll I 100.00
:tSIl2541 ~'PliRFPYC Pll'EIlIl.AIII 7 UNFr 14.311 tOO --.c.05li.ixI lOll 4,osa.OC
p 76,77 :tS03.541 IS'RCPII'E_DESlGN3OO6CL V UNFr S22.lII :l7OO 6z,1aa. 1700 6z,100
p 76,77 :\S03.S41 IrRCPll\ll_DIlSlGN3OII6CLII UNFr S:tS.OlII 335 1,125. 3:tS 1,115
p 76,77 :tS03.541 JrRC l'IPBSEWEKDIlSlGN 3006CL m LlNFT SZII 40 13.$24. 413 13,524.
P 76,77 :tS03.541 21'RCPII'Ii _DESIGN 3006 a.n LlNFr $SO " 1,t7O " wa
P 76,77 :tS03.541 I'RC Pll'liSEWEKDESIGN _ CLm LlNFT m 11 I 11 U6.oaI
P 76,77 :tS03.541 14' RC PII'Ii SIWl!ItDESIGN _ CL II UNFT SSS 66 1,1 66 1,17B.llIlI
,p 76,77 :tS03.541 WRC l'IPB SEWEKDESlClN _ a. IV UNFr SS7 2li 2li t62.oaI
p 76,77 :\S03.S41 SO' RC I'II'E SBWaDllSlGN 3OO6CLIV UNFr $SO, 241 IZ, 241 11,400.00I
P 76,77 :tS03.541 36" RC l'IPBSIWl!IttlES\ON 3OO6CLn UNFr ua.DO Ita '.1 190 uD.DOl
P 76,77 :tSIl2541 36"RC PII'E_DESlGN3OII6CLIV LIN Fr SSS.Ol 171 , 171 t,40$.lll
P 76,77 :tS03.541 36"RCI'II'ESEWBltlES\ONSOO6a. v UNFr $6O.Ol 71 4.AO. 71 ~,6IO.lll
jo 76,77 :tS03.541 36"RCP\PESBWaDESU:lN3006CL V.J1IC1JiD UNFT SSSOJII 161 II,5$II.IXl 161 II,5:lD.Cll
:tS03.601 SANIrAlty SEWI!I.IITPASS UlMPSUM S7,5Oll.l1l1 1 7,5Oll.ac 1 7,5111l.Cll
H 71 :tS03.602 CONNI!Cl'lO ElClSnNG SANlTAltY SEWEll. EACH SSSO.OO 3 1,65lI.oo 3 l,6sa.oc
R 71 :tS03.602 1CONNI!Cl'1O ElCISl1NG SANlTAllY SEWER NANHOUl EACH ma.oaI J 7SO.Cll I 7sa.ac
H 71 :tS03.602 CONNI!Cl'lO ElClSIING SANlTAltY SIlRVlCI EACH SIOO.oal I laa.OC I lOO.CII
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"; Sheet 3 of 6
e821 _ revIIodjuno ZJdI &1212004
WL
.a. .1.".1... r -.. .........., l' """'....,......""'""W..I.....,.a.
~._...
II'SB prqjet:l: CSAH 19, SmitblOWD Road, CC Road DaI;n by: RCH
Projet:t I.ocIJIImt: Sborcwood, MN CheGtIod .." 1llWS, C11l
JI'SB Projrct No: 01311-01 0010 4T.2712OO4
CSAH 19 (C.P.9821)
Estimate of Quantity and Cost
Storm Scwor
CSAJI 19 CSAHU CSAHlf CSAR 19 CSAJllf SmitlatowD Ro.d Couatll Cub Road OI1mSlao.-oed 011 el'TODka BIQ' 30.4 % S.A.P.17"'19-U
UP. :7-619-1. UP,27"'U.l' C.P.9111 8.A.P. :16-o2O-cl2 8.A.P.11~ S.A.!'. :16-101002 S.A.P.1l6-10B-0l 37.1 % SAP. 116-01D-01
R....pla Ceomlf S...........c.. R.E.P.P. FoDell ' 011 or/lho....'" Olfel'SIaon:weod Olf mShoreweod Olf orShonweod Locol c.st Local Cost 12.1 % S.A.P. 116-101002
~I lIeDDepla CODOIf StreetscaJlllll 5.1% S.AP.116-108..Ql
TAB SHEEr Pro"'-t Tatol Local Faads 13.9"-' Tan!<o BIJ'
- Uuit - - - - Eslimolod -... - _loll -..... - - - Eslimolod Eslbalod Eslimolod _loll - - - - - Eslimolcd
No. ""'""- n....<.o._ ""'- ,.... "'N no_". ...... "'.::.....: ...... no_... Cool n.-:... "ast 'n...tttv ,,- ""-"- Call no...",. ,..... .............. Cost n.;;.;:.... Cost I'luonlIIY
Cost o...Iiw . Cost
H 71 230306113 i6" SANl\'AIlY SIlWllIl a.EANCUI' EACH - I 500 I 500
H 71 23030601 . ICOREIlIlILLED HOUi WIIICOT EACH - I 500. I 500
H 71 )S03.6l13 12" PVC SIlWllIlPll'S-lllllll.S5 LlNFT. 53Ci 333 ,~ 333 9,1B11
H 71 )S03.6l13 ~ IlDPE SAN1TA1lY SIlWllIl SIlIlVlCl! (DIRI!CI1ClIIAL~ LlN FT S25 110 2,- 110 2,7$0
0 71 2504.6l1:t CONNECT TO EXISTING WAm.NAIN I $ACH 11,lIOIl 4 4.iiiiii : 2,OOll.OOJ 2 400D
,0 71 2504_ HYDIlANT 1 EACII 11,400 4 5.QXI. 2 3.BOO.OOI :I 2,1IlIIL
0 7\ 2504.6l13 ,. ClA'\IlVALVB AND BOX I EACII S550 5 2,7511 3 1,650.01 2 1.100
0 7\ 2504_ 12" ClA'\IlVALVEANDBOX I EACII 11,500. :I 3.000. I 1,500.01 I 1,500
G 7\ 2504.6l13 1.5" CURB 5TOI' EACII SI50 I I5OJlOI I I~
0 71 2504.6lI3 1.5" CClII'OIlATION 5TOI' EACII S75 I ".01 I 75
0 7\ ~6lI3 CXlNIll!CI'TO EXISTING WAm. SERVICI! EACII Wa I )Sll.III I 250.
0 71 2$OUlI3 I.5"TYPIlJ:COPPIlR PII'Il LlN FT SID. 15 150.00 15 150.
0 71 2504.6l13 ~ WA'IIiRMAIN Ill.IC'IlLE IRON a. 52 I LlN FT 117 611 L ... 140.01 12 :10
0 71 2504.6l13 12' WA'lliRMAlN1ll.IC'IlLE IRON a. 52 I LlN FT 131. I6S 31 315 IUlo.oc 570 :l1,6Ql
0 71 ' l5D4A04 4' PClLYSTYIlIlNBINStILATIClN SQYJ) 520.001 15 15 300.00I
,G, 71 2504.601 IDUCTll.BIRON PIttIN08 I POUND nooI 3030 ~ 1720 3,44D.Ol 1310 2.610.00
T
P 76,77 25Oli.501 CONSTIlRAINACIE S1IUIC'IUREDESKlNF LlNFT S325.OOI 174.17 3~ 174.t7 3I,36U51
P 76,77 25Il6.501 CONSTIIWNAOES1IUIC'IURE DESIGN Q LlNFT S2OO.OOI 56.01 ll-:iii 56.01 1l,302.0OI
P 76,77 25Il6.501 CCtIITDRAINAGE S1IUIC'IURE DES 41-4020 LlNFT mo.ooI 195.17 41,H7 1B5.17 4I,H7
P 76,77 25Oli.501 CONSTIlRAINACIES1IUIC'IUREDES 54-4020 LlNFT 1300.00I 25.04 7,51 25.ll4 7,51l
P 76.77 25Oli.501 ICONSTIlRAINACIES'DWClIlREDES _20 LlN FT 1350.001 53.15 IUI - 53.15 II,6lIl
P 76,77 25Oli.501 ICONSTDIl.AINAllIlSIlUlClWllDES '73-4020 LlNFT 5450.001 27.57 12.41 27.57 12,4lN
P 76,77 25Oli.5Oll CONSTDIl.AINAllIlS1lUlC'lUREDES SI'IlC I 10 EACII S2,5lIO I 2,Sl I 2,500.
,P .76,77 25Oli.5Il2 CClNSTDIl.AINAllIl STRUC'I1JREDES SI'IlC 2 , BAal S4O.IlIIlI I 40,0lIO I 40,000.
Q 77 230U16 CASI\NO ASSIiMIILY II EACII S400 " 30,400 2 100 74 "',QlO.
H 7\ 25Oli.522 AI>>\llITI'RAME" RING CASTING EACII 13)5 14 4.SSii 14 4,550.
H 71 )506.602 SIW._a.:s ' 1.5 EACH 1350.00 12- .\D 12 4,200.
H 71 2506.6113 IANlfAIlYMANIIOLIl LlN FT S36lI.DI 13.ll1i 4,70I.6lI 13.llli 4,701
H 71 2506.6lI3 SANl\'AItY MANIIOLB LlNFT S400.oo 4 1'-011 4.21 1,A4.
P 76,77 )511.501 RANllOMRlPRAPcu.ss rv cuYJ) SQl.llC 37 2J3D.0II 37 2,22ll.0I
, I ml.501 4' CClNCIUml WAIX SQFT S2.25 13005 3II,2111.2l - 10.144.1l! 1'1' 4,475.2! 1333 2,tB7-:Dl - 10,145.00
F I )531.501 ClQQIIE CURB" GUmlIlDESlGN Blil:l LlN FT S9 2312 2Uiiii IlK 17,164 Ifill l,5u.oo1 211 1,H3.OO
F I )531.501 CCINCIlElIICURB.. GUmlIlDESlGNB'11 LlN FT SID 1m IB.C6D.ix 201 2,010. 201 2,010.01 ,,. 6.SBO.OII 1M 7,161l.oo
F I )531.501 ICXlNCIlIl\'IlCURB.I: GIlITERDESKlN Bli24 LlNFT III 4736 54M4.DD1 2601 2',_ IBII 21,712.111 240 2,7_
F I )531.503 1cONCB.E'IIlMED1AN SQYJ) 133 !H5 1 I,B45 !H5 31,84
F I )531.507 ~ CXN:IlETEDRlVEWAY PAVEMENT IlB 24 SQYJ) 53 a 2,641 44 1,320. 44 1,320.00
F I )531.507 .. CONCIl.EIEDRlVEWAY PAVEMENT IlB 24 SQYJ) m $Q 17,1B4 14' 4,'IfiI. 14' 4.7fi1.Ol 611 1,I2lI.0II lOB 1,456.lN " 3,D'12.Ol11
F I )531_ PIlllES'IIlIANCURBtw.lP :II EACII mo.ooI 19 7J5l1 IS 3,25l1.lN 3 750.00 7 1.75O.IlI 6 1,500.01
F I )531_ CXlNCIlE'IE~ NDSEDESKlN 7101 EACII S4OO.OOI I 3;lO1l. I 3,20IMI
I
L 26 )533.504 icclNl:RiIEMEDIAN B1JlRIEIl.DESKlN 8323 LlNFT su.ool 1050 12,600.00 1050 12,600.00
L :Ii )533.6l13 t\U!LOCA'IE CONCItE'l1lIolEDlAN llA1UUIlIt LlN FT 56.DIlI 1400 ...UtXioc 1400 I,400.DC
U 2411 )540.6lI3 iMAJLBoX SIJPPQRl' EACII S3IlIl.IX 5 1,laIl.oo 3 100.01 I 3IlO.0I I 300.01
11I9 )545.511 \JOIIIINo 1lNITTU'E sPECIAL EACII S4,25l1 16 61,0lIO.01 7 3II.75O.IlI 5.5 23,315.Ill :I l,500.oi 1.5 6,375.lN
lOB 3545.513 IUIMINAIRll (250'IrAIT IlPS ) EACII 5QlO I' ',600.01 7 4,200.00 5.5 1,3OIl. :I l;101l.tll 1.5 BOO.OI
11I9 3545.515 I1JGKI'llAllEllESIliN Il EACII . S751 22 16,500.01 , 4,500.01 1 '5,25l1.oc 5.5 4.125 2 1,lall.0 1.5 1,1)5.00
11I9 3545.521 1.5" RICIID STIlIlLtXlNDUIJ' LlN FT SIl 333 3,1B4.oo 106 l.m.oc BO HO B6 1.D32.OI
11I9 )545.521 14'1lIOID STIlIlL CDIDUI\' 12 LlN FT S3l 144 2,110.01 144 3,IBo.
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"; Sheet"4 of 6
8m _010 _jlNZJdo
612/2004
Wl
I .1. ,L\"..LJJ.J..L\.1..1CU'y U'-'.1.1'-'u,\..\.J.'-'.1.
,;~~.~ ,:I. .. '^ ' ~ '" .... "" .. . .... ~ '" '" ,..: , . "'".... . ~' '" ...;- ~.~~~~.:'!:.,~ P":~:F:.iR~,.:,,",.~~1'~"c",,,,i.~~~ -_._~ _.
II'SB Projrct: CSAH 19, Smi1hlowD Road, CC had Dufsn by: RCtI
Projrct Localf...: Sborewood, MN CIlecked by: DWS, CTIt
II'SB Pmjrct Nrx 013B8-01 DaIo 4I27/2D04
CSAH 19 (C.P" 9821)
Estimate of Quantity and Cost
SIe.... Sewer
CSAH It CSAB l' CSAB JJ CSAH JJ CSAHJJ SmilhlDwn Rood CDUIICr1 Cub Road 011 aCSbonwood. 011 .rToalcll BlI1 3D.4 %S.A.1'. Z7-619-11
SJ..P. Z7-6JJ.II S.A.P, Z7-6JJ.l1 c.p.ml 5.A..P. Zl6-0:zo.G ' SJ..P, ~l6-0:zo.o~ S.A..P. ~1,"101~ 5.A..P.116-10B-0l 31.8 % S.A.1'. Z16-OZO-D~
Heanepia Co1IIII7 Benaepia C-11 1t.U.P, FlIIlds 011 orSbo.....od C'I\J' aC~.od Ol1orSb.NWD.d 011 aCShD......d LDcaI Cost LDcaI Cost IU % S.A.1'. ZI6-IOI-01 ,
StroeIsOllJllal Hooupla CouatJ S_piIIl 5.8% S.A.1'. ~16-IOS-Ol
TAB SHEET Pro octT.'IIII Local F1IIIds 13.9% TonkaBay
...:'bor ~ - - _led Ellimaled - _loci EIliaolod - ~ '~ - ~lalI _led - _led Ellimalocl Es1imaled - - - ~, -
1oIa. ""'-'-"- ...... n... n.;;;;..... r;;~u t;::,;;;;,; Cast n.-... ,,- ..-.. ,,- I>.,.",m, "--... .._~ -n.:......... ,,- n::.;;;,; t"_ n.;;.;.... Cost -;;;;;;-
lOll 2545.521 I.5"NCJN.oMItfAWC CONDlIlI' 29 LIN FT sa. 4200 33.611OJ 1316 1S,8IIJlCl 1745' 13,960JIII 221 '1.n4.Dc 241 1.J2I.ll
lOll 2545.5'11 mlDERClROlIND WIRIl4 COIIDNQ 6 LlNl'T SC W2 2Il,621 .2232 ',741J1O 1935 1,223,7 26B 1.139.Ol 357 1.517.2;
lOll 2545.531 ~WIRIlI COIIDNOI LIN FT Sll. W2 4,134 2212 l.MUlI 1935 1,644.7 261 227 357 3113A
lOll :&545.5CI SERVICIl CADlJlI'SIlCClNDAll.Y TYPE TI EAaI 14,.lOO. 1.00 4.soo.oo1 0..1' 2,205.00 lIA3 1,935,00 0,01 360.lI
lOll 2SCS.6CI2 FtlRNISHL\lNIIlAlIlE(25ll WAlt lIPS I EACH 1450 1.00 45O.OllI o.s 225J111 o.s 225.l1l1
lOll 25CS.6IXI FtlRNISII LIOlIIlllll UNa'TYPE SI'I!ClAL EAaI 14,21l1l.lJ1lf IJIO cJlIO.OlII o.s 2,1OG.lIIl 0.5 2.100.00I
lOll :&545.61X1 I!lSTALLLIOHI' STANDARD'" LIlMINAIRJl EAaI SI.ooo.ooI 6 6.lIOO.OIlI , 6,lIIIO.GI
2554.602 DoIPACr A.'I"IEIIUA1CUAllRELS EAaI S255JlO II 4,59O.GI II 4,59OJlO
2554.61X1 ' RELOCA'I1lDolPACJ' AT11lNtl'ATOIlB1JUlELS EACH S5O.OlJ , , 45O.lIIl 9 45ll.1Xl
.
J: 25 2543.601 'IItAFI!lC CCINIIIaI. UJ),IP SUM 165.OC1O.l101 1.00 '5,l111O.lIII 0.5S J5,75O.lIIl O.ll5 3,2SO.Ol1 om 1,300.GI 0.0lI 5,15ll.GI O.ll2 1,3lXl.lIIl 0.0&0 3,JOl1J111
lI.llI 1.3- 0.02 1.5llO.OC 0.01 65O.l1O 0.15 9,750.00
2543.61X1 MEDIAN 8AIlIlIEIllll!UNEATOIl. TWO WAY EAaI S5.ooI 36' IIO.GI 3& IIO.lIIl
256J.&03 IlAISEDPIo.VBMEIlTWAllXEIl EAaI S2.GI 120 240JIO 120 24O.OlII
S ,. 2564.531 F....I SlGNPAHEtSTYPEC 31 SQl'T S25J1O 467.25 11.611.2l 405.00 10,125.lIIl '4.75 161.7 27.5l1 617.5l1
2564.53& IIlSTALLSlGNTYPE C EACH 175.00 4 JOQ,Q[ 2 150,01 2 15O.llC
2564.61X1 F...I SIGN PAHEtS TYPE SI'IlCIAL EAaI S3lllIJIO 3 300.01 2 liOO,Q[ I 3Dll.l1ll1
It. ,. 2564.602 PIo.VBMEIlTMESSAOE (tN.'Y) IlPOX1r EAaI SI511JlO 5 750.01 3 C50 2 .lOG.GI
It. JI 2564.61X1 PAVBMEIlTMESSAGIllLT AIIROW)EPOXY BAal I2OO.lIO 10 2,OCIO.Ill I 1,6OlI. 2 CIXl.Oll
It. ,. 2564.61X1 PAVBMEIlTMESSAOE(\I:I' ARlt.OW) EI'OXY EACII S3lllIJIO , 1.JOIl.llIlI 1 l,liOO I 2OO.GI
R.M Jl,36 2564.602 C" SOLID LINE WIlIlB.PAINT LIN l'T Sll.15 5110 IWoI SIlO sa
R.M Jl,26 2564.602 4' SOLIDUNi YELLOW~AINT LlNl'T 50.15 15410 :z.m.lJoI IS4IO 2,322
It. ,. 2564.602 12" SOLIDUNiWllllB.PAINT LlNl'T Sll." 110 135.001 110 135 ,
R,N Jl,26 2$64.602 4" SOLID LINE WIIl11l.EPOXY LlNl'T 51125 3m 2,411JlO1 ' J777 2,444 175 43.75
It. ,. 2564.602 4" SOLID LINE YELLOW. EPOXY LIN l'T 51125 S7I7 1,446.75. S7I7 1,446.75
It. ,. , 2564.&03 4" DOUIlI.E SCILID1.IN8 YEUOW-EI'OXY LIN l'T Sll.60 1341 74I.so1 CS7 274.21 407 244.211 314 ' nOAC
R.M Jl,26 2564.&03 S'IlJl.OXEN LlNEWIlI'lI!oEFOXY LIN l'T SIJIO 40 '40.1 40 4O.GI
R JI 2564.&03 12" SOL1D1.IN8 YELLOW.E\'OXY LlNl'T SI.OO 60 60 60 ' 6G.OIlI
It. ,. 2564.602 24" SOLID LINE YELLOW-EPOXY LlNl'T S2.OlI IOS 210 10 16O.lIO 25 50JIII
It. JI 2564.61. ZEB1lA CROSSWAlX-WIl1'I1lPCILY I'REFOIlM SQY1) S2lO.lIO 72 II,OCIO 30 7.sooJIII 32 I,lIIIOJIII 10 2,.lOO,lICI
,
2565.511 PUIJ. T ACJ'TCCINIIIaI. SlllNAL IYIlEM A SIO,SYI SIIO,CIIlO.OO ,1.00 IIOJlOQ.GI on 120,600.lIO 033 ",COO.1It:
2543.614 ~SlGNALSYSI'EM SYI S25,C1OO.OO I 25JlOQ.G1 I 25,OIXl.lIO
J4,J5 257I.5Ol CXlNIFiIlOUS TIlllEd'IlTBQ 32 TIlEE ~ II 4.soo II 4.soo.00
MJ5 2571.502 DECIDUOUS TIlllEI.$ "CAl.BQ 32 TIlEE u 3.Oii 12 I,CIOO.OO
J4,J5 2571.502 DECIDUOUS TIlllE2.S "CAl.BQ 32 TIlEE - 3 1,2011 3 1,2IXl.OO
MJ5 2571.504 lIIlR\lII5GAL 33 SHIWII sso 54 2.700 .1 JOOJIO 36 I,IOO.GI
J4,J5 2571.501 lIIlR\lII3GAL 33 SIIIlIIB S~ 17 4,35O.l1l1 29 1,4_ 51 2,JOO.GI
MJ5 2S'II.5OI SIlIIU3 5 GAL 33 SHIWII sso 100 s,OOOJIIlI 3U3 1.666.5lI 6681 3J33.5llI
MJ5 2571.506 VINEU YEAlt.NOI CCJNI' S3 \IINIl S20 26 S20-:oiif 167 173.411 17.33 346.60
MJ5 2571.507 PERENIlIAL IllALCCJNI' 31 I'LANT S20 52 l.04lLl1ll1 I1J3 344M 34.67 mAl
2571.541 1llEE (spADE SIZE 60') JlI TIlEE 1250. I 2.0Il0.II0I I 2,llOO.1lC
E 7 25'12.501 '!EIolPOIlARY FENCl 4 LIN l'T S2.OlI 2662 S,J24.G1 1m 3,746.01 221 456.Ol1 121 242.lX 440 IIO.Ol
2573.510 Il1SEII.STANDPIIIl 26 EAaI 1250.00 I 25ll I 250
2573_ W-aiMA'lERIAL T'/PII (l'EMP01lAIlY) 26 TON S7S.ooI ' 2 150. 2 150
2573.511 T'/PI 9 MULCIl 26' TON S2O.ooI 10 200. 10 200;
2573.504 INLET PR.O'IEC'lIOIII TYPE A 26 EACH 115.001 'IS 6,575 75 6.175 ,
2573.540 I'1IlEIl.LOO 26 LlNl'T nooI 300 1.soo.ooI 300 1,IlIO.OOI
2573.601 IERosION CXlN'IIIim. stIPEIt.VI8O\l 26 UJ),IP lIllM 15.000.00I 1.00 S,lIIIO.ooI 0.55 2,750.00 o.OS 25ll.OC 0.02 100Jl0 o.OlI C50.00 0.lI2 100.0l OJICI 300.00I 0.03
15D.oc 0.02 100JlC 0.01 5llJlC 0.15 75O.lIIl
2573.602 I'EMPClItARY sa.lENT'IRAP 26 EAaI 11,5lJIl.lIOI I 1.soo.ooI I I.sooJlO
E 7 2573.602 5ILT FENCBTYPEIIAaI1NE SIJCED 26 LlNFT S2.5OI 37M ',4ISJIO 2130 7,l17SJIII lIS 457.5l1 313 7IUCI 4IiI 1,170JIO
I
E 7 Jrn.5Ol SEED1IlO ACllE S2lO.OlII 4.17 1,lN2.5lI 4.17 1,oc2.5ll
MJ5 2575.S5O COMPOST, _2 J3 cu Y1) $30.001 52 1.59OJlO n.6'l 530.1 3SJ3 1,lI5UC
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"; Sheet 5 of 6
SGt _......odjuno 2.IIIa
6I2l2OO4
y.JL
-- J. ,L"""II'IIIIIQ.JY L.:S~.1.1~u..LC J. ,
--... .'~'
. Delilnl!Y: RCH
II'SB ProJocl: CSAH 19, SmithIown Rood, CC l\oad
P1'l>ftcI Lomlitm: Sborewaod, MN Checked .." DWS, C'I'R
WSB Prqjcr:I ND: 01388-01 : Dale 4127_
, CSAH 19 (C.P.9821)
.
Estimate of Quantity and Cost
Sm"" s.er
CSAJI It CSAH19 CSAJlI9 CSAB 19 CSARI9 Smithllnm Road CoDDtr:\' Oub Road 011 ofShonwood C'1If of'Tonko 8"7 30.c % SAP. 170\119-18
S.A..P.l1oli1J.11 S.A..P.l1o\119-11 CoP. m1 S.A..P.116-02lI-Ol S.A..P. :1.16-010-01 s.A.P.11,"181-G% S.A..P.116-108-01 37.8 % S.A.P. 2.16-010..02
Beaaopill COUDI1 &.ueplDC01IIItj R.E.l'.P. FUD" 011 of SIlo....... atr ofShonwood atr ofSboNWood CiI1 DfSb_ad Local Cost LocoI Cost 1:z.1 % 5.A.P.116-10I..o1
Stroelscopioa H........ CouaI1 S_pin& 5.8% SAP. 2.16-101.01
TAB SHEI' Pro octT.'IIII LoOll1 FuniIs 13.9% TClIli:Il BllY
....~'- tlait _loll - ~ - - Sotimaloll ~ - Snima.... - 21_ - - - - Sotimaloll - - - ~1olI - -
"--'-'- N':'" ft... ~- no....... 0.. I'..~ "':......... ;:.:.... ,,- . "',_... Call ^""'''" Cast noM.'" r_ no....... r_ ~ ..... Call r;..-:.;;;; ....._~:- Cost
No.
PC,"' 1575.6DS CXlMMERCIALPCIl.Y EIXllIlO 53 LlNFl' S2JOI cas ,1,o12Jl 115 337.51 2'10 475,Cll
PC'" 1575.404 WEED IlARIUEIlFAlIIlIC 53 SQYI) Sll.251 313 ".7: 12'1.67 31.9: '255.35 65.13
\14," 1575.604 N\JLaIMATEIUA1. TYPIl6.sPECIAL 53 SQYI) II.DDI 31 3I.110 12.67 IU 1S,33 2S.31
I 7 1575.601 SEED MIlCItJIUlI50 POlJIII) _I 53 416.oc 53 CI6 ,
I 7 1575_ SEEDMIlCItJIUl~ I'OUllD 112.IJOI 'I J.on.ooI 'I 1.lI9L
I 7 2575_ SEEDMIXItlItB3\O I'OUllD II 21 315.001 11 315 ..
I 7 1575_ SEEDMIXItlItB350 ' POlJIII) II 111 1,610.001 112 1,610
I 7 1575.sos SCDDINOTYPIl SALTIUiSlS\'ANI' SQYI) S l50IlI 42,flI.lIOI 10'180 3O,m. lOCO 2J6C.oc I7\C C.8IUI 1546 . C,C06.\1
I 7 2575.511 MlILCIlMA.TERIAL TYPIl S 'I'CN 511 3.66 566.DD1 3.. H6
I 1 2S75.5>> CXlMMERCIALI'BlT ANALYSIS 11-1-41 I'OUllD Sll.S 632 221.211 632 221
I 7 2575m ClJIoCWEIl.CIAII'BlT ANALYSIS 2W-10 I'OUllD Sll.S I" 61 I" . 61
I 7 25'I5M5 EllOS\CI4 c:an:RCII.lII.ANII:IlrCATEOOIlY 3 SQYI) 52.llIII 6271 \2,SC2 mt 1UC2
E 7 2575.605 Dl&ANCI\C\\\N\J ACRIl S5llll.lIOI 1.13 '1S.oc 1.13 '15
2SIO.filI3 INtEIlIMPAVJlMENTMARXINOS LIN F\' ss.oo 90Il 1,IOO.oc 90Il iiiiiiiX
2511.501 II.I!MOV AIIU! PIlEI'ClR)4IlI) Pl.ASTIC MAIIICINO UNfT 1I.lIII 2SOO 2,SOO.OI 2SOO 1,SOO.oc
TOTAL S 5,154A3t.ol I 1.721.024.45 S 14',II2S.60 I 10,3'12.1 I 213,716.5< I 8ll,716.~ I 181,062.351 I 1ll,\I4U1 I 50,285.00 S CI,II'. S 462,523.7
NOTES:
n'ICIIIlUSllDAS DIRIlCIIlDBynm_
2,j5Dll26
3) 'ICBE USIlDPOIl 'I\lMPaWtY CONSTRlJCI\ON
4)'IC BEUSIlD POIl'lREll1'RO'lECTJCK
5) QUANlIlTPOIlEXCAVA'\1ON OF POTEN'IW. CONTAMINATED SOILS.
6)I'CH)EXCAVAllaf.
'I) SUBSllRFACEDRAlNALONO SOUJH SIDS OF SMlIHIOWN ROAD.
I) WA'lI!RMA1NWlIHINCItY OF'It1NCABAY IS IOOIU:OUNlY COST.
9) Cl\U1'CHAMIIEI!. SBEDETAIL ON_n
10)1'CH)0UI1ZT staMIolBII, SEI! DEl'AILON _ 22.
II) TWO CASTINlIS ARlPOIl SANlTA\l.Y SIlWER.
12) 4" RSC POll FlJ1I1RE CItY USIl.
IS) INCLtJDES II.I!MOVAL OFCASIlNO ASSEMBLY.
14) QUANIITY INCUlIlES 'Il!MI'ORA\l.y CONSTRtlC'i1af.
15) F 01: IINlllllNALCIIIMNBY SSALON ALL SAN\TA\l.Y IBWER.MANIlOIJ!S.
16) 375 'ItM OF 'IIlMfl:!IIARY PAVJlMENTFOIt nv.mcBYPASS.
I'll lIS 'ItM CF'Il!MI'ORA\l.Y PAVJlMENTFOR TRAmC BYPASS.
II)INCLUDIlS IIIl1CUYDSCF'II!MPOIlA\l.Y AGOREOA'\E.
19) I!lSTALLSALVAGllDNOIlULAJl ~ RBrAlNlNO WIJJ.
2lJ) GllANULARIIOIlROWMATEIUA1. TORI!PI.A.CB CONTAMINATED SOIL.
21) FAIIIIIC'lCBEPLACED IINDEIl ssLEcr GRANlJLA\l.BORIl.OW ON SMlTHTOWN lID, COUNIRY CLUB ROAD, SIlORBWOOO L\NI!, AND nm w.JN'I1lNANCB DIUVll.
22) 'IC1IIl USIlDPOIlIll'OllM IBWER. CONlI'I1WCnON
23) 'ICIIIlUSllD POll PIlIlMANENTRBrAINING WALL NO. 4 01; 5
2C) IDGHBARLY ciONc:RErB SllAlJ..IIIl t1I\LIZBD
15) 'ICRIiI'I.ACE WOClD WALL ADJACBNrTO 1lETAININO WALLNO. 3.
26) 'IC USIlDATnm D1SC1lB1'1ON CF nm _POll TEMPOR.AllY EIIOSION CONl'ROI.
2'1) COUNTY'IC PAIt'lICIPATE IN 11& CF IlAILINO COST.
21) PEDI!5TIlIAN RAMPS SHIlI1. USE nm tIWIlCA.TED DOMIl
2t) &aIEIlllLIl1ll PVC.
SO) 'IIIANllI'I.ANTtREES ATFIRI! STATION HOlISIl.
S1)aIY S'I\\EBI' SIGNS
52)HIlNNEPIN COUNTY'IC PAl!.'llClPATE UP'IC 1% OFCONS11l.1lCtION COSTl'CIl. 'lREIl REPJ.ACEMENT
5S) IIIlNNEPIN COONTY'IC PAA'llClPATE lIP 'IC 53% OFLANDSCAPIl COS'/lI POll LANDSCAPIlIlENS FllNDI!D USING IUU'.P. FUNDS
BASIS FOR OUANTlTlES
UN\'\' WBIGHTOFBm.lMIINOUS MIX (SUPEII.PAYl\).
UNa' WBlGHTOFBItUMIINOIlS MIX (\ION SUPEIlPA~
AGOIII!GATE BASE CLASS 5
II2LBSlSYIIN
'10 LIlllISYIIN
IOSLlllllSYIIN
TAC%COA1'
.MILLIlD SUIlFACE
.. BP:\'WEBNNEWLAnlRS
omOAIJSY
0.05 OALISY
TlIRFIlSTAIlLISIlMBN\'
.. SEED MIXTtlIUlISO
. SI!BD NIX\'UIIIl2511
. SI!BD MIXTtlIUl 51G
. SEED NIX\'UIIIl 550
40LBSIACRB
70 LBSIACRB
I2I.BS1ACR1l
IU LBSIACRB
.MllLCI\ MA'IIiIlIAL. TYPE 3
.COMMEIICIA\.fI!Il.'IUJZIiR.II-...
.CXlMMERClAJ.PIlR'I\LlZI!R.224-IO
2 'lCNIACI\E
ISO LBSIACRB
COO LBSIACRIl
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"; Sheet 6 of 6
JI21 0Illmalt0 -JIM 2* &I2J2OO4
WL
CITY OF SHOREWOOD
RESOLUTION NO. 04-_
A RESOLUTION APPROVING PLANS, SPECIFICATIONS AND
ESTIMATES AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR
THE COUNTY STATE AID IDGHWAY 19/5MITHOWN ROAD INTERSECTION
RECONSTRUCTION PROJECT; S.A.P. 27-619-18, S.A.P. 216-020-02
WHEREAS, the City Council, of the City of Shorewood has identified the intersection of
County State Aid Highway 19 and Smithtown Road a critical element within the overall
transportation system; and
WHEREAS, the City of Shorewood, in cooperation with Hennepin County, has ordered
the preparation of Plans, Specifications and Estimate for improvements to said intersection; and
WHEREAS, WSB and Associates Inc. has prepared said Plans, Specifications and
Estimate dated, April 1, 2004, for the County State Aid Highway 19 and Smithtown Road
Intersection Improvement Project, further known as S.A.P. 27-619-18, and S.A.P. 216-020-02;
and
WHEREAS, the City Council has determined that the Plans, Specifications and Estimate
are found to be in order.
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Shorewood, Minnesota:
1. Plans, Specifications and Estimates, prepared by WSB & Associates, Inc., dated
April 1, 2004, for said Improvement, are hereby approved and shall be filed with
the City Clerk.
2. The City Clerk shall prepare and cause to be inserted in the official paper and in
Construction Bulletin an advertisement for bids, attached hereto as Exhibit A, ad
for bids, upon the making of such improvement under such approved plans and
specifications. The advertisement shall be published for 3 weeks, shall specify the
work to be done, shall state that bids will be opened and considered by the
Council at 10:00 a.m. on August, 4th, 2004 in the City Hall Council Chambers,
and that no bids will be considered unless sealed and filed with the Clerk and
accompanied by a cash deposit, cashier's check, bid bond, or certified check
payable to the Clerk for 5 percent of the amount of each bid.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHOREWOOD this 14th
day of June 2004.
WOODY LOVE, MAYOR
ATTEST:
~raig W. Dawson, CITY ADMINISTRATOR
ADVERTISEMENT FOR BIDS
FOR
CSAH 19/ SMITHTOWN ROAD INTERSECTION
IMPROVEMENT PROJECT
CITY PROJECT NO. 97-08
S.A.P. 216-020-02/ S.A.P. 216-101-02/ S.A.P. 216-108-01
HENNEPIN COUNTY PROJECT NO. 9821
S.A.P.27-619-18
FOR THE
CITY OF SHOREWOOD, MINNESOTA
NOTICE IS HEREBY GIVEN that sealed bids will be received at the office of the City of Shorewood, Hennepin
County, Minnesota, until 10:00 a.m. on August 4, 2004, and will be publicly opened and read aloud by the City
Clerk and Engineer in the Shorewood City Hall, 5755 Country Club Road, Shorewood, Minnesota 55331 on the
above date, said bids to be for the furnishing of all labor and materials for the construction and installation,
complete in place, of the following local improvement:
.
27,310
25,306
5,200
13,863
6,400
9,812
2,057
2,363
2,815
1,117
1,336
974
282
512
2,737
865
333
965
8,966
3,701
687
161
533
16
16
22
1
18
15
187
SqYd
Cu Yd (EV)
Cu Yd (CV)
Cu Yd (CV)
Ton
Cu Yd (CV)
Ton
Ton
Ton
Ton
Ton
Un Ft
CuYd
CuYd
SqYd
Un Ft
Un Ft
SqYd
Un Ft
Un Ft
Un Ft
Un Ft
Un Ft
Each
Each
Each
Sig Sys
Trees
Trees
Shrubs
Remove Bituminous Pavement
Common Excavation
Granular Borrow
Select Granular Borrow
Haul & Dispose of Contaminated Soil
Aggregate Base Class 5
Type SP-9.5 Wearing Course Mixture
Type SP-12.5 Wearing Course Mixture
Type SP-12.5 Non-Wearing Course Mixture
Type MV4 Wearing Course Mixture
Type MV3 Non-Wearing Course Mixture
Ornamental Railing Type Special
Structural Concrete (1 A43)
Structural Concrete (3Y 43)
Steel Sheet Piling (Permanent)
Watermain (12" DIP CL 52)
12" PVC Pipe Sewer - SDR 35
Concrete Median
Concrete Curb & Gutter (B612, B618, and B624)
12" to 24" RC Pipe Sewer Design 3006
30" to 36" RC Pipe Sewer Design 3006
36" RC Pipe Sewer Design 3006 CL V Jacked
Drainage Structure
Ughting Unit Type Special
Luminaire (250 Watt HPS)
Ught Base Design E
Traffic Signal Systems
Coniferous Tree (6' HT B&B)
Deciduous Tree (1.5" and 2.5" Cal B&B)
Deciduous Shrubs (3 and 5 gal)
Bids arriving after the designated time will be returned unopened.
All bids shall be made on the proposal forms of the City and shall be accompanied by a cashier=s check, bid bond
or certified check, payable to the City Clerk of Shorewood for five percent (5%) of the amount of bid, to be forfeited
as liquidated damages in the event that the bid is accepted and the bidder shall fail to enter promptly into a written
contract and furnish the required bond.
Each bid and all papers bound and attached thereto, together with the bid guarantee, shall be placed in an
envelope and securely sealed therein. The envelope shall be so marked as to indicate the name of bidder and the
project name and shall be addressed to the City Clerk, City of Shorewood, Shorewood City Hall, 5755 Country Club
Road, Shorewood, Minnesota 55331. It may be either mailed, delivered by messenger, or submitted in person.
Proposal forms, specifications, plans and other contract documents are available for review from the offices of
WSB & Associates, Inc., 4150 Olson Memorial Highway, Suite 300, Minneapolis, MN 55422, and can be purchased
upon receipt of a non-refundable deposit of Sixty Dollars ($60.00) for each contract package. Contract documents
are also on file and may be seen at the office of the City of Shorewood.
ADVERTISEMENT FOR BIDS
CSAH 19J5MITHTOWN ROAD INTERSECTION IMPROVEMENTS
CITY OF SHOREWOOD, MINNESOTA
CITY PROJECT NO. 97-08
S.A.P. 216-o20-02/S.A.P. 216-101-o2JS.A.P. 216-108-01
WSB PROJECT NO. 1388-01
EXHIBIT A
r
\
I
c:
'"
"tI
.;
iil
co
,."
:;:
"tI
o
t)
./
o
.0
;i)
CO
,."
(5
./
,::
.:.:.
~
z
LLI
...J
G:
$
NOTE: SECTION MJI6ERS
READ FROM T~ SDJ'lH.
SCALES
PLAN
PROF ILE
I NOEX MAP
GENERAL LAYOUT
I 50' I
I 50' I
; 1000'
100'
:MINNESOTA DEPARTMENT OF TRANSPORTATION
COUNTY OF HENNEPIN
DEP ART:MENT OF PUBLIC WORKS
HENNEPIN COUNTY PROJ. NO. 9821 SAP. NO. 27-619-18
GRADING. SURF ACING, STORM SEWER, SANIT AAY SEWER
CONSTRUCTION PLAN FOR W A TERMAlN, SIGNAl, SIGNING, AND APPURTENANT WORK
BETWEEN
ECHO ROAD (Geographic Description)
COUNTRY CLUB ROAD
S.A.P. 216-108-01
LOCATED ON CSAH 19
CSAH 19
S.A.P. 21-619-11
S.A.P. 216-020-02
GROSS LENGTH 2253 FT 0.427 MILES
BRIDGES LENGTH 0.00 FT 0.000 MILES
EXCEPTIONS LENGTH ~FT 0.000 MILES
NET LENGTH 2253 FT 0.427 MILES
NOTE: DISTANCES BASED ON ~ ALIGNMENT
SOUTH OF GLEN ROAD AND
SMITHTOWN ROAD
S.U. 216-101-02
GROSS LENGTH 343 FT 0.065 \.IlLES
BRIDGES LENGTH O. 00 FT 0.000 MILES
EXCEPTIONS LENGTH 0.00 FT 0.000 MILES
NET LENGTH 343 F'T O. 065 MILES
NOTE: DISTANCES BASED ON ~ ALIGNMENT
GROSS LENGTH 404 FT 0.077 \.IlLES
BRIDGES LENGTH 0.00 FT 0.000 MILES
EXCEPTIONS LENGTH 0.00 FT 0.000 \.IlLES
NET LENGTH 404 F'T 0.077 MILES
NOTE: DISTANCES BASED ON ~ ALIGNMENT
CSAH 19 DESIGN DESIGNATION
20 E NI8 '10' 4.49B.000
16. B25 DES I GN SPEED 35
23.625 BASEO ON ~ SIGHT DISTANCE
2363 HEIGHT OF EYE 3..i..il HEIGHT OF OBJECT n...ilT
Sot DESIGN SPEED NOT ACHIEVED AT: 30 II'H
J.IOt STA. 111+25.05 EB TO STA. ..J.!!..09.59 EB
R VALUE
ADT IMltllT YEAII _
AD T IFIIlUlt 'lUll 2024
DHV IIlESIClllll. YII..'
o IDIIlEClI_ D1S'II.1
T 'HUV'I _'All
SOIL FACTOR
DESIGN LOAD 10 TON
FUNCTIONAl CLASSIFICATION
NO. [J" TRAFF IC LANES
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (651) 454-0002
REQUIRED A MINIMUM OF 46 HOURS PRIOR TO
PERFORMING ANY EXCAVATION
"A" \lINOR ARTERIAL
4 NO. [J" PARK I NG LANES
NONE
N
PROJECT LOCATION
COUNTY: HENNEPIN
DISTRICT: METRO
T 29 N
T11TN
HENNEPIN COUNTY
COUNTRY CLUB ROAD
20 E NIB 1201 9B4.000
3725 DES IGN SPEED 35
5215 BASED ON ~ SIGHT DISTANCE
522 HEIGHT OF EYE 3..i..il HEIGHT OF OBJECT n...ilT
50t DES I GN SPEED NOT ACH I EVED AT:
T.IOt STA. _ TO STA. _
SMITHTOWN ROAD
20 E NIB 1101 1.375.000
5175 DES I GN SPEED 35
1245 BASED ON ~ SIGHT DISTANCE
T25 HE IGHT [J" EYE 3..i..il HE IGHT OF OBJECT n...ilT
50'1 DES IGN SPEED NOT ACH IEVED AT:
J.IOt STA._TOSTA._
R VAlUE
AOT It_IIT'ItlllIll104
ADT ...1Ult 'lUll 21l2C
DHV IllESltI ... YII..I
D IDlIIttTl_ 01511.1
T IIItAV'I tlllllElC IAlI
SOIL FACTOR
DESIGN LOAD 10 TON
FUNCTIONAl CLASS IF I CATI ON
NO. OF TRAFF IC LANES
R VALUE
ACT I_tIlT 'WI _
AD T 1F1lTIJl[ 'lUll 202<
DHV lllESltlM. YII..I
D IDIIlEtT.- DIl'll.1
T lilt'" _,AlI
SOIL FACTOR
DESIGN LOAO 10 TON
FUNCTIONAl CLASSIFICATION
NO. [J" TRAFF IC LANES
NONE
"8" \.IINOR ARTERiAl
2 NO. OF PARK ING LANES NONE
SAP. 27-619-18/ SAP. 216-020-02/ SAP. 216-101-02/ SAP. 216-108-01
HENN. CO. PROJ. NO. 9821 C.S.A.H. NO.:J..LSHEET -LOF 150 SHEETS
"8" \.IINOR ~RTERIAl
2 NO. [J" PARKING LANES
GOVERNING SPECIFICATIONS
THE 2000 EDITION OF THE MINNESOT. DEP.RTMENT DF TR.NSPORT.TION 'ST.ND.RD
SPECIFIC.TIONS FDR CONSTRUCTION.
.LL TR.FFIC CONTROL DEVICES .ND SIGNING SH.LL COMFORM TO THE loiN MUTCD
INCLUOING THE FIELD M.NU.L FOR TEMPOR.RV TR.FFIC CONTRDL ZONE L.VOUTS.
D.TED JANU.RV. 200'. .LL TR.FFIC CONTROL DEVICES SH.LL H.VE RETRDREFLECTIVE
SHEETING.
SHEET NO.
1
2
3-5
6-8
9-10
11
12
13-19
20-24A
25-39
40-42
43-45
46-48
49-51
52-58
59-61
62
63-TOA
Tl-75
T6-77
78-84
85-92A
93-97
98-106
10T-l09
110-120
121-147
14B-150A
INDEX
DESCR I PTI ON
TITLE SHEET
GENERAL LAYOUT
ESTIMATED QUANTITIES
OUANTITY TABULATIONS
EARTHWORK TABULATION & SUMMARY
CONSTRUCTION NOTES & STANDARD PLATES
PUBLIC UTILITY TABULATION
TYPICAL SECTIONS
MISCELLANEOUS DETAILS
TRAFFIC CONTROL PLAN & TABULATION
ALIGNMENT PLANS & TABLATION
EXISTING TOPOGRAPHY & UTILITIES
MISCELLANOUS REMOVAL PLAN
SIGN REMOVAL PLAN
CONSTRUCTION PLAN
ROADWAY PROFILES
INTERSECTION DETAILS
RETAINING WALL PLAN
WATERMAIN & SANITARY SEWER PLAN
DRAINAGE TABULATION
DRAINAGE & SUPERELEVATION PLAN
TURF ESTABLISHMENT & EROSION CONTROL PLAN
LANDSCAPING PLAN
SIGNING & STRIPING PLAN
STREET LIGHTING PLAN & TABULATION
SIGNAL PLAN
CROSS SECTIONS
RIGHT OF WAY PLAN
ALL. APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WIL.L BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
THIS PLAN CONTAINS IS4 SHEETS
5IGNATIllE:
TlPED OR PRINTED NollIE: DONALD I. STERNA. P.E.
DATE: 4/1111114
DESIGN ENGINEERI I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY lotE OR UNDER
"'Y DIRECT SUPERVISION. .ND THAT I A'" . DULY LICENSED PRDFESSION.L ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESDTA.
LICENSE NIIlIlER 19103
SIGNATIllE:
TlPED 011 PRINTED NollIE: CHARlES T. RICltART. P.E.
SIGNAL DESIGN ENGINEER. I HEREBY CERTIFY THAT THESE SIGNAL PLANS WERE PREPARED
BY toE DR UNDER.... DIRECT SUPERVISION. TH.T THIS PLAN CONFORMS TO THE lotlAUTCD
'EXCEPT WHERE A ".RI.NCE HAS BEEN GR.NTEDI. .NO THAT I .... . DULY LICENSED
PRDFESSIONAL ENGINEER UNDER THE L.WS OF THE STATE OF ...INNESDT.. .
DATE: 4111Il04
lICENSE NlJIIER 26082
DATE _
APPRDYED: CIT'! OF SHOREWOOD ENGINEER
DATE _
APPRDVEO: BY C IT'! DF TONKA BAY
DATE _
APPROVEO. HENNEPIN COUNT'! ENGINEER
DATE _
RECD\lMEHllED FllR APPRll'/AL. DIRECTOR. HENNEPIN COUNTY TRANSPlIRTATlON DEPARTMENT
DATE _
RECDIoIl€NDED FOIl APPROYAL' HE.NNE:PIN COUNT'! DESIGN ENGINEER
DATE _
IIETllD-ASSISTANT DIYISION ENGINEER - STATE AIO. REYIEWEO FOR
COMPLIANCE WITH STATE AID RUl.E.S/PDl.ICY
DATE _
STATE AID ENGINEER. APPROVED FOIl STATE AID FUNDING
"
plotname
user neme
3/23/2004
y
~
0'
100'
CONSTRUCTION PLAN & PROFILE
r'" ! i
r. '\. I I
~ DRAINAGE AND SUPERELEVATION PLAN
~ TURF ESTABLISHMENT & EROSION CONTROL PLAN
<S> SIGNING ANO STRIPING PLAN
SCALE: AS NOTED
H
GENERAL LAYOUT
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
TYPED III PRINTED NAlo(: DONALD W. STERNA. P.E.
SIGNAlIlRE:
D€SICN ENCINEERI I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED By ME DR UNOER .... DIRECT SUPERVISIDN.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENeINEER UNDER THE LAWS OF THE STATE DF MINNESDTA.
FILENAME: T:'01388-00'Cod"388gl'1.dgn
DATE: 4/01104
lICENS[ NUIllER 19103
SPEC 2360 2" TYPE SP 9.5 WEARING COURSE
MIXTURE SPWEA440F CPG 64-34)
SPEC 2360 2" TYPE SP 12.5 WEARING COURSE
MIXTURE SPWEB440F (PG 64-34)
SPEC 2360 3" TYPE SP 12.5 NON-WEARING COURSE
MIXTURE'SPNWB430B (PG 58-28)
9" AGGREGATE BASE CLASS 5
24" SELECT GRANULAR MATERIAL
SPEC 2360 2" TYPE SP 9.5 WEARING COURSE
MIXTURE SPWEA440F (PG 64-34)
SPEC 2360 3" TYPE SP 12.5 WEARING COURSE
MIXTURE SPWEB440F (PG 64-34)
8" AGGREGATE 8ASE CLASS 5
10
VARIES
SHOULDER 1 TURN LANE
6"
SEE TYPICAL SECTIONS
FOR CUR8 SIZE
VERIFICATION
4" TOPSOIL.
[ERTlLIZER'
SOD OR SEED
0.04 'I'
--==-=- - -
V AR IES
.
SELECT GRADING
7 MATERIAL
2' J
I' " / llV)
__'--_____-! "2 (H)
SEE INSET "A"
DETAIL A
CURB AND GUTTER
VARIES VARIES
2.5'MIN "I' 2.5'MIN '\
r
VARIES VARIES
-
DETAIL B
INSET "A"
CSAH19
INSET "D"
CONCRETE WALK
4" CONCRETE WALK
4" AGGREGATE 8ASE CLASS 5
INSET "B"
SMITHTOWN ROAD
BITUMINOUS DRIVEWAYI
PARKING LOT
FRONTAGE ROAD
2" 2350 TYPE MV4 WEARING COURSE
MIXTURE MVWE4503SF (PG 64-34)
2.5" 2350 TYPE MV3 NON-WEARING COURSE
MIXTURE MVNW3S035F CPG 64-34)
6" AGGREGATE BASE CLASS 5
12" RECOYPACTION SUBCUT
CONCRETE DRIVEWAY
24" SELECT GRANULAR MATERIAL OVER
TYPE IV GEOTEXTILE FABRIC
CONCRETE t.€DIAN
TEMPORARY PAVEMENT
2" 2350 TYPE MV4 WEARING COURSE
MIXTURE MVWE45035B (PG 58-28)
2" 2350 TYPE MV3 NON-WEARING COURSE
MIXTURE MVNW3S03SB (PG 58-28)
5" AGGREGATE BASE (CV)
CLASS 5
CONCRETE PAVEMENT:
8" - COt.t.lERCIAL
6" - RESIDENTIAL
5" AGGREGATE BASE CLASS 5
INSET "C"
COUNTRY CLUB ROAD I
SHOREWOOD LANE
MAINTENANCE DRIVE
GRAVEL DRIVEWAY
SPEC 2360 2" TYPE SP 9.5 WEARING COURSE
MIXTURE SPWEA440F (PC 64-34)
SPEC 2360 2.5" TYPE SP 12.5 WEARING COURSE
MIXTURE SPWEB440F CPG 64-34) .
6" AGGREGATE BASE CLASS 5
6" AGGREGATE BASE CLASS 5
24" SELECT GRANULAR MATERIAL OVER
TYPE IV GEOTEXTILE FABRIC
plDtnllme
H
TYPICAL SECTIONS
STATION TO STATION
ENGLISH UNITS
, S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
lYPED tll PRINTED HAlE:
DONALD W. STERNA. P.E.
SIGNATURE:
user-nome
DESIGN ENGINEER: I HEREBy CERTIFY THAT THIS PLAN WAS PREPARED By l.<E 011 UNDER lIT DIRECT SUPERVISION.
AND THAT I AM A DIJI.Y LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
3125/2004
FILENAME: T:\013BB-OO\Cod\ 13BBls-01.dgn
DATE: 4/01/04
LICENSE IIUI'llER 19103
SHEET
NUMBER
CSAH 19
WITH CONCRETE MEDIAN AND LEFT TURN LANE
STA 106+45 TO STA 108+70.54
PROPOSED
RIW
~
CSAH 19 WB
.~'
PROPOSED
RIW
~
CSAH 19 EB
VARIES
1 .5' CLEAR ZONE
VARIES 9.6'TO ZO'
VARIES
1.5' CLEAR ZONE
EXISTING GROUND
VARIES
S'TD 9'
BLVD
6'
BLVD
VARIES
S'TO 14'
SHLD I
RT TURN LANE
VARIES
Z' TO 1 3 '
LT TURN LANE
VARIES
S'TO 14'
SHLD I
RT TURN LANE
~
lZ'
THRU LANE
Z'
1Z'
THRU LANE
B6Z4 CONCRETE
CURB & GUTTER
O.OZ'I'
-
[4" TOPSOIL. FERTILIZER.
SOD OR SEED WIMULCH
0.04'1'
-
- - 1'4
-....: - !L!!.Pe
--_ EXISTING GROUND
4" TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
RETAINING WALL SEE
RETAINING WALL PLAN
CONSTRUCT CONCRETE WALK
UP TO FACE OF WALL
SEE INSET
D.OZ'I'
--
O.OZ'/'
-
O.OZ'I'
-
PROFILE GRADE
- O.OZ'I'_ O.OZ'I'
,,'" ~...... -----
"0"
- -\- - ;'
~ -'-:JII"-----
S:O=IL'~T--
SEE INSET "A"
SEE DETAIL
CSAH 19
WITH PAINTED MEDIAN
STA 104+77.04 TO STA 106+45
PROPOSED
RIW
~
CSAH 19 WB
PROPOSED
RIW
q;
CSAH 19 EB
VARIES
1.5' CLEAR ZONE
VARIES
VARIES
1 .5' CLEAR ZONE
~
VARIES
S'TO 14'
SHLD I
RT TURN LANE
6'
BLVD
VARIES
O'TD 9.6'
PAINTED MEDIAN
5'
BLVD
EXISTING GROUND
"A"
12'
THRU LANE
1Z'
THRU LANE
S'
SHLD
DETAIL "A"
PROFILE GRADE
O.OZ'I'
-
. .O.OZ'I'
-
[411 TOPSOIL. FERTILIZER.
SOD OR SEED WlMULCH
~.04'I' .
- 1'4 .
-"":_SLOPe
- - -...... _ EXISTING GROUND
4" TOPSOIL. FERTILIZER.
SOD OR SEED WIMULCH
RETAINING WALL SEE
RETAINING WALL PLAN
CONSTRUCT CONCRETE WALK
UP TO FACE OF WALL
SEE INSET
O.OZ'I'
-
-----------""""-- ....'
SEE INSET "," '[EE DETAIL
NOTES;
UNLESS OTHERWISE SPECIFIED. THE SUB GRADE CROSS
SLOPE WILL BE THE SAME AS THE FINISHED SLOPE.
<D ALL UNSU I TABLE MATER I AL SHALL BE REMOVED FROM
THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON
DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2
SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL
ANDIOR WALK.
@ ALL EDOE 0 I MENS iONS ARE FACE TO F ACE OF CURB OR
TO THE EDGE OF THE BITUMINOUS PAVEMENT.
@ ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE
ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST
BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF
EXCESS MATERIAL SHALL BE INCIDENTAL.
@ALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM
PlACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND
SHALL BE INCIDENTAL TO COMMON EXCAVATION.
@ SEE SUPERELEVA TI ON & STORM SEWER PLANS FOR
PAVEMENT TRANSITION DETAILS.
plotneme
H
lYPICAL SECTIONS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /SAP. 216-020-02 / S.A.P. 216-101-02 / SAP. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
SIGNATURE:
lYPED III PRINTED NAlE: DONALD W. STERNA. P.E.
usernllime
DES ION ENOINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER lAY DIRECT SUPERVISION.
AND THAT I A" A DULY LICENSED PROFESSIONAL ENOINEER UNDER THE LAWS DF THE STATE OF "INNESDTA.
3/23/2004
FilENAME: 1:\01388-00\Cod\13881s-02.dgn
DATE: 4/01/04
LICENSE NU1llER 19103
SHEET
NUMBER
PARKING LOT
PROPOSED
RIW
4" TOPSOIL. FERTILIZER'l
SOD OR SEED W/MULCH
B612 CONCRETE
CURB & GUTTER
plotnem.
SCALE: AS NOTED
use,..name
3/23/2004
SEE INSET
0.02'1'
-----
VARIES
1.5' CLEAR ZONE
VARIES
5' MIN
BLVD
VARIES
B'TD 13'
SHLD I
RT TURN LANE
12'
THRU LANE
@
0.02'1'
-
CSAH 19
WITH CONCRETE MEDIAN AND LEFT TURN LANES
STA 111+13.57 TO STA 116+12.90
q;
CSAH 19 WB
VARIES 20'TD 31'
VARIES
2' TO 13'
LT TURN LANE
B624 CONCRETE
CURB & GUTTER
@
0.02'1'
-
PROPOSED
RIW
VARIES
1.5' CLEAR ZONE
5'
BLVD
@
0.02'/'
-
@
_ 0.02' /'_
,,"" ~ ......
SEE INSET "A"
\- ;'
S:DETA:~~r~~- - - --
-------~
SEE I'SET .,. '~E OET'IL
\ --- --------
", ----------
"0" r- -
SEE DETAIL "A"
PARKING LOT
4" TOPSOIL. FERTILIZER'}
SOD OR SEED W/MULCH
B612 CONCRETE
CURB & GUTTER
FILENAME' I: \0 1388-00\Cod\ 13881. -03. dgn
0.02' ('
SEE INSET "0"
SEE DETAIL
SICNATUllE:
VARIES
B'TO 13'
SHLD I
RT TURN LANE
@
0.02'1'
-
~ PROPOSED
CSAH 19 EB RIW
VARIES
1 .5' CLEAR ZONE
VARIES
13'TO 2'
L T TURN LANE
VARIES
14'TO 8'
RT TURN LANE
I SHLD
12'
THRU LANE
6'
BLVD
PROFILE GRADE
@
0.02'1'
-
B624 CONCRETE
CURB & GUTTER
@
0.02'1'
-
[4" TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
0.04'1'
-- 1'4
-....: - !L!!.Pe
- - _ EX I STING GROUND
CSAH 19
WITH CONCRETE MEDIAN AND LEFT TURN LANE
STA lDB+70.54 TO STA 111+13.57
It
CSAH 19 WB
12'
THRU LANE
20'
q; PROPOSED
CSAH 19 EB R/W
VARIES
VARIES 2'TO 13'
1.5' CLEAR ZONE
@
0.02'/'
-
@
_ 0.02' /'......
". ,. .......-- .....
VARIES
13'TO 2'
LT TURN LANE
12'
THRU LANE
14'
RT TURN LANE
6'
BLVD
PROF ILE GRADE
@
40.02'/'
B624 CONCRETE
CURB & GUTTER
@
0.02'1'
-
[411 TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
9,.04' I' .
---- ,..,
-....: - !L!!.Pe
--_ EXISTING GROUND
\- ;'
~ --......-----
S:DETAIL ~]---
SEE INSET "A"
TYPED III PRINTED NAlE: DONALD II. STERNA. P.L
DATE: 4/01/04
DES ION ENOINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED 8Y ME OR UNDER l'Y DIRECT SUPERVISION.
AND THAT I A" A DULY LICENSED PRDFESSIONAL ENGINEER UNDER THE LAWS Dr THE STATE OF "INNESDTA.
LICENSE IlUltIIEll 19103
-------- ....'
'L
SEE INSET "A"
NDTES:
UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS
SLOPE WILL BE THE SAME AS THE FINISHED SLOPE.
CDALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM
THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON
DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2
SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL
ANDIOR WALK.
@ ALL EDGE 0 I MENS IONS ARE F ACE TO F ACE OF CURB OR
TO THE EDGE OF THE BITUMINOUS PAVEMENT.
DETAIL "A"
"A"
@ ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE
ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST
BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF
EXCESS MATERIAL SHALL BE INCIDENTAL.
QDALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM
PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND
SHALL BE INCIDENTAL TO COMMON EXCAVATION.
@SEE SUPERELEVATION & STORM SEWER PLANS FOR
PAVEMENT TRANSITION DETAILS.
H
lYPICAL SECTIONS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 ISAP. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
PROPOSED
RIW
VARIES
5'TO 9'
BLVD
EX I STI NG GROUND
0.02'/'
-----
4" TOPSOIL. FERTILIZER.
SOD DR SEED W/MULCH
SEE INSET
PROPOSED
R/W
VARIES
S'TO 9'
BLVD
EXISTING GROUND
4" TOPSOIL. FERTILIZER.
SOD DR SEED W/MULCH
RETAINING WALL SEE
RETAINING WALL PLA~
CONSTRUCT CONCRETE WALK
UP TO FACE OF WALL
SEE INSET
pIotn"m.
SCALE: AS NOTED
SICNAIURE:
user name
VARIES
1.5' CLEAR ZONE
VARIES
B'TO 13'
SHLo I
RT TURN LANE
B624 CONCRETE
CURB &. GUTTER
0.02'1'
-
12'
THRU LANE
0.02'1'
-
-------
VARIES
1.5' CLEAR ZONE
VARIES
8'To 13'
SHLD /
RT TURN LANE
B624 CONCRETE
CURB & GUTTER
@
40.02'1'
ct
CSAH 19 WB
12'
THRU LANE
@
0.02'1'
-
-------
SEE INSET "A"
CSAH 19
WITH PAINTED MEDIAN AND LEFT TURN LANE
STA 118+95 TO STA 123+40
It
CSAH 19 WB
VARIES 26.5'TO 8.21'
VARIES 26.S'TO B.21'
LT TURN LANE I PAINTED MEDIAN
SEE INSET "A"
PROFILE GRADE
0.02'1'
-
ct:
CSAH 19 EB
EXISTING
R/W
VARIES
1.5' CLEAR ZONE
12'
THRU LANE
B'
SHLD
6'
BLVD
- - - - --:....-
SEE I,SET .,. -1l:EE OET'll
"A"
CSAH 19
WITH CONCRETE MEDIAN AND LEFT TURN LANES
STA 116+12.90 TO STA 118+95
VARIES 31'TO 26.5'
VARIES
13'TO 2'
LT TURN LANE
@
0.02'1'
-
@
_ 0.02' /'_
,," --- ......
VARIES
13' TO 2'
LT TURN LANE
PROFILE GRADE
@
0.02'1'
-
EXISTING
R/W
VARIES
1.5' CLEAR ZONE
12' B' 6' PARKING LOT
THRU LANE SHLD BLVD
B624 CONCRETE
CURB &. GUTTER
@ \lAR\E.S
0.02'/' ~
- --
It
CSAH 19 EB
-'<- - / - - -
-'------......-----
SEE ."'Il-]---
TYPED III PRINTED HAlE: OCNAlD '1/. STERNA. P.E.
312312004
DAn:, 4/01/04
DESIGN ENGINEER: I HEREBy CE~TIFY THAT THIS PLAN WAS PREPARED BY folE 011 UNDER hAY DIRECT SUPERVISION.
AND THAT I All A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
FILENAME:: t'\01388-00\Cod\1388ts-04.dgn
LICENSE NUllBER 19103
H
J
----~ .;f'"
SEE INSET .,. -~E DE"Il
"A"
NOTES:
UNLESS OTHERWISE SPECIFIED. THE SUB GRADE CROSS
SLOPE WILL BE THE SAME AS THE FINISHED SLOPE.
CD ALL UNSU I TABLE MATER IAL SHALL BE REMOVED FROM
THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON
DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2
SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAil
AND/OR WALK.
@ ALL EDGE D I MENS IONS ARE F ACE TO F ACE OF CURB OR
TO THE EDGE OF THE BITUMINOUS PAVEMENT.
EXISTING GROUND
CID All EMBANKMENT MATER I AL SHALL BE APPROVED BY THE
ENGINEER. All CONCRETE AND BITUMINOUS REMOVALS MUST
BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF
EXCESS MATERIAL SHALL BE INCIDENTAL.
QDALl EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM
PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND
SHALL BE INCIDENTAL TO COMMON EXCAVATION.
@ SEE SUPERElEVATlON & STORM SEWER PLANS FOR
PAVEMENT TRANSITION DETAILS.
TYPICAL SECTIONS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020--02 I S.A.P. 216-101-02 I S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
CSAH 19
STA 125+27.S6 TO STA 127+30
PROPOSED
R/W
ct
CSAH 19
EXISTING
RIW
6'
VARIES
1.S' CLE"R ZONE
VARIES
14'TO 6'
RT TURN L"NE
I SHLD
12'
THRU LANE
12'
THRU LANE
BLVO
EXISTING GROUND
4" TOPSOIL. FERTILIZER.
SOD OR SEED WIMULCH
0.02'1'
-
PROFILE GRADE
0.02'1'
-
0.02'1'
-
[4" TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
0.04'1'
-
- 7."
- ~ _~LE.PE
--
EXISTING GROUND
, ,,-==--
4" TOPSOIL. FERTILIZER. J
SOD OR SEED W/MULCH
SEE DETAIL "A"
____________ .,.J
-1l:EE DETAIL
"A"
CSAH 19
WITH PAINTED MEDIAN AND LEFT TURN LANE
STA 123+40 TO STA 12S+27.S6
VARIES
ct ct
CSAH 19 WB CSAH 19 EB
VARIES
S.21'TO 0'
EX I STING
RIW
PROPOSED
RIW
VARIES
1 .5' CLEAR ZONE
RETAINING WALL SEE
RETAINING WALL PLAN
11'
BLVD
VARIES
S'TO 14'
SHLD I
RT TURN LANE
12'
THRU LANE
VARIES
8.21'TO 0'
PAINTED
MEDIAN
12'
THRU LANE
B'
SHLD
10'
BLVD
EXISTING GROUND
SEE INSET "A"
r>ROFILE GRADE
4" TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
0.02'1'
-
EXISTING GROUND
4" TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
SEE DETAIL
J
----~ "".
SEE INSET "A" -1l:EE DETAIL
RETAINING WALL SEE
RETAINING WALL PLAN
4" TOPSOIL. FE.RTlLlZER.
SOD OR SEED W/MULCH
"A"
NOTES:
UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS
SLOPE WILL BE THE SAME AS THE FINISHED SLOPE.
<D ALL UNSU I TABLE MATER I AL SHALL BE REMOVED FROM
THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON
DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2
SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL
ANDIOR WALK.
@ ALL EDGE D I MENS IONS ARE F ACE TO F ACE OF CURB OR
TO THE EOGE OF THE BITUMINOUS PAVEMENT.
CID ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE
ENGINEER. ALL CONCRETE "NO BITUMINOUS REMOVALS MUST
BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF
EXCESS MATERIAL SHALL BE INCIDENTAL.
QDALL EXISTING TOPSOIL SH"LL BE SALVAGED ANO 4H MINIMUM
PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND
SHALL BE INCIDENTAL TO COMMON EXC"VATION.
@SEE SUPERELEVATlON & STORM SEWER PLANS FOR
PAVEMENT TRANSITION DETAILS.
SCALE: AS NOTED
SICHATURE:
TYPED III PRlNTEO NAlE:
DONALD '1/. STERNA. P.L
H
TYPICAL SECTIONS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
plotn"me
3/23/2004
t1LENAME: t:\0t388-00\Cod\t388Is-0S.dgn
DATE: 4/01/04
LlCENSE NUlllER 19103
user nome
DESIGN ENGINEER. I HEREBY CERTIFY THAT THIS P~AN WAS PREPARED BY lAE DR UNDER.... DIRECT SUPERVISION.
AND THAT I AM A D~Y ~ICENSED PROFESSIONA~ ENGINEER UNDER THE ~.WS CF THE STATE OF MINNESOTA.
SMITHTOWN ROAD
STA 298+51 TO STA 299+88.24
PROPOSED
RIW
ct
SMITHTOWN ROAD
EXISTING
R/W
VARIES
1.5' CLEAR ZONE
VARIES
1.5' CLEAR ZONE
5'
BLVD
14'
THRU LANE
12'
L T TURN LANE
12'
LT TURN LANE
14'
RT TURN LANE
5'
BLVD
4H TOPSOIL. FERTILIZER'}
SOD OR SEED W/MULCH
A S\,OPj.- -
'\':.---
EXISTING GROUND _--
, ---
.,. ----
SEE DET'll .,.J
PROF ILE GRADE
0.02'1'
-
0.02'1'
-
0.02'1'
-
[4" TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
- -!.!~!LOPt
- - - _ EXISTING GROUND
0.02'1'
-
------___====~ ."J
-[EE DETAil
"AH
SMITHTOWN ROAD
STA 296+31 TO STA 298+51
PROPOSED
RIW
~
SMITHTOWN ROAD
EXISTING
RIW
VARIES
1. 5' CLEAR ZONE
VARIES
16' TO 14'
THRU LANE
VARIES
1 .5' CLEAR ZONE
5'
BLVD
VARIES
O'TO 12'
PAINTED MEDIAN
16'
THRU LANE
6'
BLVD
4H TOPSOIL. FERTILIZER'}
SOD OR SEED W/MULCH
A S\,OPj.- -
EXISTING GROUND __l.~---
0.02'1'
-
PROFILE GRADE
0.02'1'
-
[4" TOPSOIL. FERTILIZER.
SOO OR SEED W/MULCH
0.04'1'
-
- 7'.,
-~-!LOPt
- - - - - - _ _ _.:.....-- "J ---_ EXISTING GROUND
INSET "e' -[EE DETAil ','
NOTES:
UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS
SLOPE WILL BE THE SAME AS THE FINISHED SLOPE.
CD All UNSU I TABLE MATER I AL SHALL BE REMOVED FROM
THE ROADWAY. THIS MATERIAl SHALL BE PLACED ON
DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2
SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL
AND lOR WALK.
@ ALL EDGE D I MENS IONS ARE FACE TO FACE OF CURB OR
TO THE EDGE OF THE BITUMINOUS PAVEMENT.
o ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE
ENGINEER.. ALL CONCRETE AND BITUUINOUS REMOVALS MUST
BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF
EXCESS MATERIAL SHALL BE INCIDENTAL.,
QDALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM
PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND
SHALL BE INCIDENTAL TO COMMON EXCAVATION.
(IDSEE SUPERELEVATlON 4. STORM SEWER PLANS FOR
PAVEMENT TRANSITION OETAILS.
plotnome
LICENSE NUIIlER 19103
H
TYPICAL SECTIONS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P, 216-020-02/ SAP. 216-101-02 / S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
SCALE: AS NOTED
SICNATURE:
TYPED OIl PRINTED HAlE: DONALD W. STERNA. P.E.
user name
J/23/2004
fiLENAME: 1:\01388-00\Cod\ 1388Is-06.dgn
DATE: 4/01/04
DESIO" ENGINEER. I HEREBY CERTIFY THAT tHIS PLAN WAS PREPARED By lIE OR UNDER IoN OIRECT SUPERVISION.
AND THAt I All A DULY LICE"SED PROFESSIONAL ENGINEER UNDER THE LAWS cr THE STATE cr IIINNESOTA.
EXISTING
R/W
SHOREWOOD LANE
STA 600+25 TO STA 602+55
It
SHORE WOOD LANE
EXISTING
R/W
25'
1 .5' CLEAR ZONE
25'
1.5' CLEAR ZONE
6'
BLVD
16'
THRU LANE
16'
THRU LANE
S'
BLVD
.0.02'/,
-
0.02'/'
-
[40 TOPSOIL, FERTILIZER,
SOD OR SEED W/MULCH
~ 7'.,
- -.: - ~1.9.Pt
-- EXISTING GROUND
EXISTING GROUND
4" TOPSOIL, FERTILIZER,}
SOD OR SEED W/MULCH
0.04'~ 0.02'/'
~E - -- ----
,~~~\._-- (--- ------ -- ------
- ,
SEE DETAIL :J~ - - - SEE INSET .C. - - - - ,
B618 CONCRETE
CURB oS. GUTTER
PROFILE GRADE
COUNTRY CLUB ROAD
STA 495+80 TO STA 499+84
EXISTING It PROPOSED
R/W COUNTRY CLUB ROAD R/W
VARIES VARIES
1.5' CLEAR ZONE 1.5' CLEAR ZONE
6'
BLVD
14'
THRU LANE
14'
THRU LANE
5'
BLVD
EXISTING GROUND
4" TOPSOIL, FERTILIZER,}
SOD OR SEED W/MULCH
0.04'/'
-
,~A ~\.~P!:- - (
-- ,
SEE DETAIL :J--- - -: :" .C.
0.02' /'
-
[40 TOPSOIL. FERTILIZER.
SOD OR SEED W/MULCH
~ 7..,
--':_~1.0Pt
--
NOTES:
EXISTING GROUND
UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS
SLOPE WILL BE THE SAME AS THE FINISHED SLOPE.
(VALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM
THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON
DITCH BOTTOMS, BACK SLOPES AND OUTS I DE AI: 1 1/2
SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL
AND/OR WALK.
@ ALL EDGE 0 I MENS IONS ARE F ACE TO F ACE OF CURB OR
TO THE EDGE OF THE BITUMINOUS PAVEMENT.
@ ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE
ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST
BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF
EXCESS MATERIAL SHALL BE INCIDENTAL.
@ALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM
PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND
SHALL BE INCIDENTAL TO COMMON EXCAVATION.
<ID SEE SUPERELEVA T ION oS. STORM SEWER PLANS FOR
PAVEMENT TRANSITION DETAILS.
p)otnome
LICENSE I/Ull!ER 19103
H
TYPICAL SECTIONS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 / S.A.P. 216-101-02 /S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
SCALE: AS NOTED
SIGNATt.IlE:
lYPED DR PRINTED NAI,{: DONALD'll. STERNA. P.E.
use... n~rne
3/2312004
FILENAME: 1:\01388-00\Cod\ 13881s-07 .dgn
DAlE: 4/01/04
DESIGN ENGINEER: I HEREBY CERTIFV THAT THIS PLAN WAS PREPARED Bv UE OR UNDER MY DIRECT SUPERVISION.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA_
4 CU YO RIPRAP
CLASS 3
PLAN
ELEVATION
OUTSIDE MANHOLE WALL
TO FLAT BAR = I"
HOT DIPPED GALVANIZED
GRATE IN TWO SECTIONS
---
---
FLOW
-
---
---
950.00 .,:'
#S SMOOTH. BAR. 4" OC EACH WAY
(PROVIDE 3 31'l X 31'4 OPENING)
(GRATE IS [NCIDENTAL TO STRUCTURE)
PLAN
. ..
..
.~ ': ..
.: :-~
4'
..
....
7"
NWL
~
. ..
..
. ..
..
.~ ': ,.'
J'.
;..
6"-1 I-
...', '.-.. ... '. 'l '. 'f'. '.. '. ..... '.. '. ..... '_. '. ....
~ ,. ; ~ ~ ,. ; ~ ~..; ~ ~: ~ ; ~.a ; ~ ~ t; ~ .~~a ; ; ~.. ; ~ ~ .. ~ ~ ~ ..; ; ~.. ;
8"
SECTION A-A
DRAINAGE STRUCTURE DESIGN SPECIAL - 1
NO SCALE
p)otnome
SCALE: AS NOTED
user nome
SIGNATURE:
TYPED DR PRINTED NAlE: DONALD W. STERNA. P.E.
3/25/2004
FILENAME: 1:\01388-00\Cod\138Bdel-5.dgn
DES ION ENOINEER. I IIEAEBV CERTIFT TNU THIS PLAN WAS PREPARED By ME OR UNDER MY DIRECT SUPERVISION.
AND THAT I AM A DULT LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF TilE STATE OF MINNESOTA.
LICENSE NUllBER 191 D3
DATE: 4101/04
V2 Bl MODEL NO.
10 YEAR DESIGN STORM, CFS
11
41:1:
01 02
10 6
27 27
NOTES:
1) DESIGN OF INTERNAL PVC PIPING PROVIDED TO LICENSED
MANUFACTURER BY ENVIRNMENT 21,LLC.
2) LOCATION AND SIZE OF MANHOLE OPENINGS MAY BE
ADJUSTED BY LLICENSED MANUFACTURER,
3) SITE PLAN VALUES USED FOR (1) RIM ELEVATIONS, AND 12)
INLET AND OUTLET PIPE MATERIALS. DIAMETERS AND INVERTS.
MANHOLE DIAM., FT.
ROOF OPENING DIAM., IN,
NOTE:
G.C, TO GROUT INLET AND OUTLET PIPES. PIPES CONNECTION
MANHOLES TO BE BOOTED,
A
t
GROUT
FRAME oS. COVER
(VENTED TYP.)
G.C. TO
SEAL/GROUT
RISER RINGS
AS REQUIRED
BY MUNICIPALITY
e.l.AtI
RISER RINGS
AS REOUIRED
NOTES:
1) DESIGN OF INTERNAL
PVC PIPING PROVIDED TO
LICENSED
MANUFACTURER BY
ENVIRONMENT 21, LLC.
2) LOCATION AND SIZE OF
MANHOLE OPENINGS MAY
BE ADJUSTED BY
LICENSED
MANUFACTURER.
54"0
ROOF 972.92~
3D" PVC
INV. 960.89
FLOW
--;. I I I
.
'f'
2 ORIFICE.
NV.959.62
It'l
1
24" PVC
INV. 957,77
SECTION A-A 12":!:-1
~
ROOF 965.21
TOP OF BAFFLE 963.14
FLOW
+1
.
'r
'"
-
FLOOR 954.57
GENERAL NOTES:
1. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST A.S.T.M. C478
SPEC. FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS.
NOTE: SITE PLAN VALUES USED
FOR (1) RIM ELEVATIONS, AND
(2) INLET AND OUTLET PIPE
MATERIALS. D[AMETERS AND
INVERTS
2. DESIGN LOADING: AASHTO HS20-44
3. CAST[NG [S INCIDENTAL TO STRUCTURE
@
DRAINAGE STRUCTURE DESIGN
SPECIAL - 2
NO SCALE
H
MISCELLANEOUS DETAilS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A,P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
\\.
~
\
o
Tt Ir....
j
0' BOO'
LEGEND
I11III DETOUR ROUTE
~ UNDER CONSTRUCTION
NOTES:
1. ALL DETOUR SIGN I NG SHALL BE DONE BY
THE CONTRACTOR.
2. LOCATION OF TRAFF IC CONTROL DEVICES
ARE APPROX IMA TE.
3. INPLACE SIGNS WHICH CONFLICT WITH THIS
PLAN SHALL BE SALVAGED OR COVERED.
4. ALL TRAFFIC CONTROL DEVICES SHALL
CONFORM TO "THE MINNESOTA MANUAL ON
UN[FORM TRAFFIC CONTROL DEVICES.
INCLUDING TEMPORARY TRAFFIC CONTROL
ZONE LAYOUTS FIELD MANUAL. JANUARY 1998
AND Mn/DOT STANDARDS SIGNS MANUAL.
5. ALL DETOUR SIGNING MUST BE INSTALLED ON
POSTS MOUNTED IN THE GROUND. TEMPORARY H
STANDS WILL NDT."BE ALLOWED.
6. ALL S[GN POSTS USED TO POST DETOUR
ROUTES SHALL BE REMOVED AND THE SURROUND[NG
GROUND RETURNED TO ITS ORIGINAL CONDITION
WHEN THE DETOUR [S TAKEN OFF THAT STREET.
7. SEE SIGN DEATlLS AND SPECIAL PROV[SIONS
FOR CONSTRUCTION SITE S[GNING AND BARRICADES
TO BE DONE BY THE CONTRACTOR. ALL TRAFF I C
CONTROL AND S[GNING. INCLUDING DETOUR SIGNING.
SHALL BE THE CONTRACTOR'S RESPDNSIBILITY AND
SHALL BE CONS I DERED UNDER THE TRAFF I C CONTROL
PAY 1TE1I. UNIT LUI.lP SUM.
S. SIGN PANELS ARE [N ENGL[SH UNITS.
9. INSTALL SIGNS 7 DAYS [N ADVANCE OF DETOUR.
plotlll>me
H
TRAFFIC CONTROL PLAN
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
TYPED III PllINTED NAIE:
DONALD W. STERNA. P.E.
SIGNUllli:
user name
OESIOH ENOINEER: I KEREBY CERTIFY THAT THIS PLAN WAS PREPARED 8Y ME OR UNDER lotY DIRECT SUPERVISION.
AND THAT I AlA A DULY LICENSED PROFESSION~ ENCINEER UNDER TIlE ~AWS OF THE STATE 01' MINNESOTA.
.3/25/2004
FILENAME: T:\01388-00\Cod\ 138Blc06.dgn
om: 4/01/04
LICENSE NlJIIIlER 19103
SHEET
NUMBER
19
i
TRAFF I C
~
. \ I
r-D -\ I
I ~ !
I \,
I
0' 100'
- CONTRACTDR lIUST MAINTAIN ONE LANE OF TRAFF IC IN EACH
DIRECTION ON CSAH 19 AT ALL mES DURING THE PROJECT.
- THE CDNTRACTOR SHALL MAINTAIN THE EXISTING TRAFFIC
lIDVEtoENTS AT THE INTERSECTION OF CSAH 19/5MI THTOIIN ROAD
AND COUNTRY CLUB ROAD THROUGHOUT STAGE 1 CONSTRUCTION.
- CONTRACTOR SHALL SHIFT TRAFFIC AWAY FRDM THE PRCPOSEO
CONSTRUCTION ZONE AREAS AND RESTRIPE THE ROADWAY AS
NECESSARY FOR TRAFFIC CONTROl.
- CONTRACTOR SHALL MAINTAIN ACCESSES TO ALL LOCAL BUSINESSES
AND RESIDENTIAL PROPERTIES WITHIN THE PROJECT LIMITS
AT ALL TltoES.
STAGE 1
CDNSTRUCTlDN
- REMOVE PERMANENT S TR I PING AND RES TR I PE F llf( TRAFF I C CONTROl
AS DIRECTEO BY THE ENGINEER.
- CONTRACTOR SHALL JACK BDTH DEEP STORM SEWER CRDSS INGS
UNDER CSAH 19.
- CONTRACTOR SHALL CLEAR AND GRUB THE WEST AND SOUTH S I DES
OF CSAH 19 AS DIRECTEO BY ENGINEER.
- CONTRACTOR SHALL REI.IOVE THE BUILDING FOUNDATION IN THE NE
OUADRANT OF CSAH 19 AND SlIITHTOWN ROAD.
- CONTRACTOR SHALL CONSTRUCT THE SANITARY SEWER AND WATERMAIN
AS SHOIIN IN THE PLANS.
- CONTRACTOO SHALL REALIGN THE PRIVATE DRIVEWAY UP THROUGH
THE GRAVEL FOR THE ACCESS TD THE CITY MAINTENANCE DRIVEWAY
AT STATION 119+00 LEFT.
- CONTRACTOR SHALL EXCAVATE POND AND USE THE EXCAVATED
MATER I AL TO HELP CONSTRUCT THE TEMPORARY BYPASS RDADWA Y
EtotBANKMENTS.
- CDNTRACTOR SHALL CONSTRUCT THE GRID CHAMBER AND STORM SEilER
PIPE TO THE POND CONNECTED WITH THE STORM SEWER PIPE
CROSSING OF CSAH 19 AT STATlON 1I0+6S.
- CONTRACTOR SHALL CONSTRUCT TEMPOOARY PAVEIoENT ALONG CSAH 19
AS SHDWN IN THE PLANS.
- CONTRACTOR SHALL PROVIDE TEMPORARY STRIPING ON AND SIGNAGE
TO FACILITATE STAGE Z CONSTRUCTION.
NOTE: SEE NEXT SHEET FOR ADDITIONAL TRAFFIC CONTROL
)
"
()
goO
00 0
lO
o
s
"
00
o
o
o
o
I..~\
\\7~ 0 \ \00
'~"il:' ~fu.. .\.
I I >
: . . 1
I \ 0 I
')~
I
~\ /,\
\;t," ~ " f"
\\ ~\\(J'
)
"7
~
}
<
J
j
...----
:a
~..,
z
,.Cl
~
o
LEGEND
~ UNDER CONSTRUCTION
~ CONSTRUCTION UNDER TRAFFIC
-1 TRAFFIC CONTROl SIGN
] TYPE III BARRICADE
. RETROREFLECTIVE DRUM
~ SIGNAL SYSTEM
NOTES
CD SIGNS TO BE INSTALLED 7 DAYS PRIOR
TO WORK STARTING
@ SIGNS TO BE USED DURING SIGNAL WORK
Q)
o
COVER ALL CONFLICTING SIGNS
OBLITERATE ALL CDNFllCTINC PAVEMENT
MARKINGS
plotnllme
H
TRAFFIC CONTROL PLAN (STAGE 1)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY cSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
SIGNATURE:
TYPED III PRINTED HAlE: DONALD 'II. STERNA. P.E.
use,. nome
DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY IotE OR UNDER MY DIRECT SuPERVISION.
AN!) THAT I AM ADULT LlCENSEO PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
3/25/2004
FILENAME: T'\01388-00'\CCld\ 13881c07.dgn
DATE: 4/01/04
LICENSE HIMlER 19103
SHEET
NUMBER
CSAH 19
~ ~+ '/ ~ 110 ·
f3 i CSI ~ illl.W.1UJ.WJJJJ.LLJj) /
, ~ 4u SOLID DOUBLE YELLOW ,;'
--r- ------ ~~STRI~____--:
T, '\ .!! ----:
e .
~~
+
0' 50'
CONCRETE MEDIAN BARRIER
LEGEND
.~
III
-1
]
UNDER CONSTRUCTION
CONSTRUCTION UNDER TRAFFIC
ROAD
TRAFFIC CONTROL SIGN
TYPE 1[1 BARRICADE
I RETROREFLECTIVE DRUM
~ SIGNAL SYSTEM
TE~RY ROAD ~1 ~< ~ NT .
, SEGMENT 1 I ~
I ._-
I I ~
-I---__-L ~
i --\\
i ~
~,\~~~ \\
NOTES
CD SIGNS TO BE INSTALLEO 7 DAYS PRIOR
TO WORK STARTING
@ SIGNS TO BE USED OUR I NG SIGNAL WORK
~ COVER ALL CONFLICTING SIGNS
o OBLITERATE ALL CONFLICTING PAVEMENT
MARKINGS
CSAH 19
~ f 10 !.f j I tr~~/.~
I I Q f ?J..... I- ...
I 0 I ....
.0 0 ..I
I ~ .......
· jLLl I
/0 is I ~
9J ~ '--
y
'-=J? 0 " 01
r-+-~" I I
I ., ~.-.- I ell
--1-.. ,U :0/
\. ./-
0 (r-
~ r
0 I{! \ 0'
+ J-J, ^'~
0
"
-e-:--- rr
r I I
I
\ 0 1__ 51 I (
~ It 011 I
Q ~ o I! d
L-1 [) II
r----, ~ Ie
II (I :f,
JI/ It I -
I > I
,dt t \~
rdJ Jltd .
f 1/"7
)1
50'
!~
If
/J
NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL
DETAILS FOR THIS STAGE.
TRAFFIC CONTROL PLAN {STAGE 1)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 / S.A.P. 216-101-02 / S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
H
plotnome
SCALE: AS NOTED
TYPED M PRINTED NAIE: DONoI.LO W. STERNA. P.E.
SICN.\TlJRE:
usel'"'nome
DUICH ENCINEERI I HEREBY CERTIFY THor THIS PLAN W~S PREPARED BY ME OR UNDER MY DIRECT SuPERVISION.
AND THAT I A" A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
FILENAME: T:\01388-DO\Cod\ 1388tc08.dgn
DATE: 4/01/04
LICENSE NUleER 19103
3/2512004
- CONTRACTOR SHALL INSTAlL THE CONCRETE 1olE0lol.N BARRIERS. PRIOR
TO ANY CONSTRUCTION WORK TAKING PLACE IN THIS AREA FOR TRAFFIC
PROTECTION.
- CONTRACTOR SHAll CooSTRUCT RETAINING WALLS NO. ,. 2. ANO 4 OURING
THIS STAGE.
- CONTRACTOR SHAll CONSTRUCT STORM SEWER SYSTEM ALONG THE EAST 00
NORTH SIDES OF CSAH 19, ALONG WITH THE LATERAl CROSSINGS OF CSAH '9
DURING THIS STAGE.
- CONTRACTOR SHAlL COMPLETE THE REI.IAINING CLEARING AND GRUBBING ON
THE PROJECT OURING THIS STAGE.
~
~~ ~ O~O(.k~Q;\.\ d4~,~/ '/~\~\ II ~\ i ~
~ ,. _.. \ t'\yO 1 ~o 'I' .7j--:~ -:-~l!l 1
~ n r ~0Y~, ,>q ~oo .S ~~~~1' \\ ..:.~~ I~ \ I ~. r
Trlif.;c)..,;tQ0~',,~-(;~ - ~\ ;,\ ! l~m, _
r;. (I ~) d-~b'/ '../0 ':~ ... A - I I
I ( \\' \\I)'-\:'.p" p.( ''\J/' · ~...').. 1\' '.'/" ')- ~T"'I.l'CTIY~ DRUNS
~ ' In 1 I.~) '/'..... '(~ ,.0// ~17 / A so' PACING I - - - I 0' 100'
o df K0j (~/~:.:~/: ~~)( -- ____I I
:::J. ,) ~ -", '" H ~ v x. \ ), -CONSTRIlCT RETAINING hi \ \\
I U \I~ =
, L-".. f' III =-
I : 0~ -q-"j!ip"'\'. U r=
I :, L -~ ~ -~ \' :/I \ I~j~ ,~ .' ~d
i I I ~ i '1.1 11~l.f7l ~) ,\" I = r
I I mvL II., - ~ ) IJ ....~. I' b L \
. R,: I ~;.' 0 ~~ L~ 0 : I .: 0 .
, "/: I ~ 0 ;e; ,.' / . I u L"'. I > --.-/ i
aO I.~. !*".\"'. I ~ )l I l~ ~ ~~';; J ~I~_~~~~O 0 ~_
" 0 ~. P1 :: - T1 . "I I 10 ~ ,. ~ t J"~ ~ -- -'\ ~ cl \ ()
g: &> ~ . y ::: ~[ 1 ~... I \' , I
~o ',- - - 'l--n~~ T~~~~+) '/ }~I ~:::! ~ ~~;~ 2f, .~~ ~.:.. ~ . I:: :,.~ j~~~1g:\R'~IING >'il ~~..
; --.J ,""-10 -,1 ~.I / 1- ,:.:: - I . \ ''';, =, 'f"H.. ""'! 1IIIIIILillllWI!J .I" ';\ 0 ;.\.<d~__
~ (;) ~ ,/ /
00 ......, "'C' 170 _ .L.
o < I " I I . .Iv l- . i ~. ,,\ . .- ~ \
o ,,00 "C ~,~ : l~ 0 ~~JJ\ ~~~, I] ~~""~ ~..~ /~~ ..=;-?~- ~~~..~\~.. :\\\\ \
\ ooc DoC \ I ,~ --f-1 hil ~/ ~ ~ N0/p"" z. 1.. --"~~12211:;:: ~.S1 ~~ } ~\ 0,
JaM --;6\ , 01 1 II IF . : I ~~~ I ~ r. ~. . o,.r,,-",,- r -~~\.Lr -+ .1- \~ i\ , I f
o
: 0" \ ~ ~g I, l I" lr- I ~~,~I~' ". -If ~I II. ? f(, ~ ~
\Cilo\\: 0 ~OLr 01~ : t~D"\;~;~~~~-I;~~~-'~~\ ~~ L~ \J-;; t~~: .-~ :11....~~CO~00
:' o'\t 0 Ii"'l \ L.'i!. L-..I~___.-;;:;;:::=::;::;-".1I.J.i~. ~ ~'t :)1 A.' ~-~: r "] ~~ ~ ~ ~'..1' ,,, I" 'A 100.
i \a 0 \ 0" 0 _. - ==- ~...-.= 0 I 10 0 . ~' " . (., I. J 0
0"" \oog"llo oIl,,: .' ._--- :..:,,;....---=:::-......--::: I h ~ 11 ~ I'll J ~ ___ ~ f; , "" no
~~~~~~. --- 0 ,I coj) i l~~ JI~ ,I oJ-I j~ ~:;o-.r;ro.;a- [lr' ) r- .. "17 0 '~~UI .\\1/ \fo
c:;M\tm. . . '\ --r' 0 e 1'" J --~ ....s> " .~ 0..,. . ""'~ 0 . 0
..i' II 0 '-.:. ~ / 0 If I ~" 0..:;............ 0 WALL NO.2" A~ .." ~ . - /'
,/ 1'\-/0 -- 0 'u "" 0 " \ (I "-
" ~~I ---, .//f,rl n~ I -,p?--- (i; I .\ \ . \\ " 0 ~1~ ' , "
II :; ,.. . / '00 00 0 =.J !! . 0 cf ~ . ., \ ~ t J
~' 'I \----1> ,," ~.. '1 ~ '-'.1 \ r---." I{' ~ b.: ~ R ~. -3 \ 0 t' \. \ O/f._ DO ,,;:j1<~~ I , \ 0 0
i I 1/''-. \ 0 0 I . I' il't I . [)o \. . i '. '.~ U -- 7f 0 ';!iiEA~ I! U
'1 II " ~ "v '\....: 0 "0 . "II " ) 11 rl _l'h ~ ~ iT'"" \ \ 0 ;.) \.) 0 WI 0 ~ . liD
{ 0 0 I ,.-, 0 ~n I" 8 ~ a:::.Y - I 0 \ . . ' , /. 0 I I r \ ..
i II ~~- 0: 00 ( ! 0 VI ~ v L j':,! '\~-i I I \ -,/;~'i .,../ 110 0 ~ \ 'f1e-"
\ 1\' C '1 j \0 Dlr~oJ IA 0 I : ;rl" "'tJj~lJ.. i t.o....~ "'. . \..h;-.:J ;/ n' OO! 00 0 ~\\ \~,:I O.~
i : ,'OJ If} lJ I.. .1 I ~~~." III ' l",'/l! 0 I/;::.{-]'- I
, Ii ~I i j.l ' ,.., , ;'.'/ ,c:; Ll:'-~J1/:.u' \ ~ /
'1 1\ : \ '--,''''!i ----:-------.__:----,;/. r: /\," n J / ~ ~ \~ ~ . '\( 0
CSAH 19
I
TRAFFIC
CONS TRUCTlON
STAGE 2 - PHASE 1
- CONTRACTOR SHALL SH 1FT CSAH '9 TRAFF I C ONTO TENPORARY
ROADWAY AlIGNl.tENT.
- CONTRACTOR SHALL CONSTRUCT THE ROADWAY SECTIONS UNDER TRAFFIC
WHICH WILL BE UTIliZED BY VEHICLES TO ACCESS BUSINESSES ANO
RESIOENTS WITHIN THE PROJECT AREA.
- CONTRACTOR WILL BE ALLOWEO TO TEt.f'ORARIL Y RESTRICT CSAH 19
TO DIIE LANE OF TRAFFIC WITH THE USE OF FLAGMEN OURING THE HOURS OF
9:30 A.M. TO 3:DO P.M. TO FACILITATE STDRII SEWER LATERAL CROSSINGS.
- CONTRACTOR SHALL I.IAINToI.lN EXISTING TRAFFIC CONFIGURATION AT THE
I NTERSECTl ON OF CSAH 19 AND SM ITHTOWN ROAO THROUGHlllT THE ENTI RE
STAGE 2 CONSTRUCTION.
- CONTRACTOR SHALL I.IAINTAIN ACCESS TO ALL LOCAL BUSltf:SSES AND
RESIOENTlAL PROPERTIES AT ALL mES.THROUGHOUT THE CONSTRUCTION PROJECT.
- CONTRACTDIlllUST MAINTAIN ONE 111 LANE OF TRAFFIC IN EACH o I RECTI 00
ON CSAH 19 AT ALL TlIolES THRlllGHlllT THE PROJECT. WITH EXCEPTION FOR
STORM SEWER LATERIAl CONSTRUCTloo.
XT SHEET FOR ADDITIONAL TRAFFIC CONTROL
S FOR TH1S STAGE.
~.-
...----..--- .,
CS~" ,9 ..-
---..----
.---..
a
W2]
..
-l
]
I
~
NOTES
l;g
...
"'...
ii5
LEGEND
UNDER CONSTRUCTION
CONSTRUCTION UNDER TRAFFIC
TRAFFIC CONTROL SIGN
TYPE III BARRICADE
RETROREFLECTIVE DRUM
SlGNAL SYSTEM
<D SIGNS TO BE INSTALLED 7 DAYS PRIOR
TO WORK STARTING
GO SIGNS TO BE USED DURING SIGNAL WORK
CD COVER ALL CONFLICTING SIGNS
o OBLITERATE ALL CONFLICTING PAVEMENT
MARKINGS
plotnllmll
H
TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 1)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 I S.A.P. 216-101-02 I S.A.P. 216-10S-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
SIGNATURE:
TYPED II PAINTED HAlE: OONALD W. STERNA. P.E.
user nome
DESIGN ENGINEER. I HEREBV CERTIFY THAT THIS P1.AN WAS PREPARED BY ME OR UNDER lIV DIRECT SUPERVISION.
AND THAT I All A DULV LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IIINNESOTA.
312512004
fILfNAME: T:\013Ba.00\Cod\ 13BBtcOg.dgn
DATE' 4/01/04
LICENSE NUllER '9103
SHEET
NUMBER
CSAH 19
-L
I
~ ~ '1/,
~f!;~~ !'*+ ~ /~>
V I-r- =+=
~ ~ i=r=F~
13 iCS!
CONCRETE MEDIAN BARRIER TO PROTECT
RETAINING WALL EXCAVATlfN
I
~
I
- -- - -- - ___ --L...
r\
~~
0' 50'
LEGEND
~
III
-1
]
UNDER CONSTRUCTION
CONSTRUCTION UNDER TRAFFIC
TRAFFIC CONTROL SIGN
TYPE III BARRICADE
. RETROREFLECTIVE DRUM
~ SIGNAL SYSTEM
NOTES
<D SIGNS TO BE INSTALLED 7 DAYS PRIOR
TO WORK STARTING
<D SIGNS TO BE USED DURING SIGNAL WORK
ill COVER ALL CONFLICTING SIGNS
@ OBL ITERATE ALL CONFLICTING PAVEt.ENT
MARKINGS
y
'0' 50'
~'.
~
~I ~
,--..a.f I I
Fnj 1j
IJ J / J Ii
J r ~J..\.L
r ------ I 0 L1N FT~oJ ..- SOLID DOUBLE YELLOW
\ 0 / TA ~~R1M 11(10' SPACES
"4 in ~:u
L-1/1 01\
r----, ~ j I 10
---=.
NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL
DETAILS FOR THIS STAGE.
SHEET
NUMBER
plotnome
H
TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 1)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
SIQlATllRE:
TYPED OIl PR IHIED HAlE:
DONALD 'II. STERNA. P,L
use.. nome
DES ION ENOINEER: I HEREBV CERTlFV THAT THIS PUN WAS PREPARED BV l.lE OR UNDER MY DIRECT SUPERVISIQN.
AND THAT I AM A DU\.V L1CEHSED PROFESSIQNAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
3/2S/2004
F'ILENAME: T:\0138B-00\Cod\ '38BlclO.dgn
D.lTE: 4/01 10~
LICENSE NlJIIlER 19103
~
~ \, Lr' I . \. \ ,(4~m, ! ~~f\ \-, /\ t! ,. CSAH 19 I
~p Ooca 0('1~'" ~~~,' " . ~~ I' /~~l,
U /'\ '" () 0 .7:k,; y. '\/" I!l 1 .-.........-~_
I I
T I ool..} o"/~ ,. a~ ._~/4 n'" ~ .. \ ,.
"'>.. U' ( 10/ ; '/0 . . ~ l."'~ ",~ / I - - - - - - - - ~
,J!, ' 0 0 0 .~ ,> ~,!\' \- _ . I
:llit ( .~ \t ~ '~:.\ \? ~p~ I I
-...... . '1rrf?' ~ y-- \ \. \\. ,Il;/ 1-----'---- D
r---
;' \: ~ v ,;:7" ,pt.. \ ,,, .' / 0 0/ ~ '" I I I I
~ \j ~ \ ;.. ~../~ .o,,/.;/~ ~ . L : L___
--df [2/, (V 0 '-~;:/V/ ~.\H ~.~ ---.3 : \ ~ / \) l"olJg::J;O ~FL-' W' ", .
~ I ~~) ~)II ~~; ~~. '~~ .1;'1p ~ hi \ \ (- · Qa~~~rl.il It f\
~ -<ill JI I \ ~ ~ W4l_':> a 0
I 00' ,---- l'-' WITHIN 21 DAYS OF ~U:= ~~ ~::'-=- OO~lll'?f 0 ~ \
I ,: ( ~ ~ /- Lj - M-J- r \\~~~. ~ I ~~B;~~~/,"G TH ISf"'" I IJ g ~.. ~ It :; 'j,~if.:!.J'> "/<."'-. -.. - "~
i L _---' L I rI ~u!~. \ II l~ ~!/!';) ... gll' ,,0) ~ ~ I' /; HI". I
;: -S L___u 1-- .~ 1\ I~ "'= I '~,,___ ~ ~ l) ,'t;?A ~
(( I RETRO~EFLECTlVE DRUjL.-:/ \ II I ~r~~ul :::~:~ w......'-?)) I '/ \.: -~I' ~ r' ) ~'.)' (I! [~ II
AT 50 SPACING [I ,\ Ilfll TITTf!' ......1/ '/ ~I I G v .E:Q~~. /.! \:. ~/I
V ..- JII...... Cj '/ III ~ I:" J ,~;.! I f\
' \ (" I.~'I 1 1,,-:-' /' ','If" ;Lll'/)j ~JJo' ~~Ithl
I ,.. · .~.\ .-:- ,~~ I ~ . !II,'lV/ ~ ~ D
g::. I ~ I Jd I, ~ ~ ' ~ ri~: I I: JdOiS~' ~:,-t ';.R., 51 ~' ..,~,
100 \', - - - ... lOb ~~I -::.,C"" I '+-<( ':'~ II ~ ~I\I ~~{ @POL . t~ ,~':; :" " .; '. I ,,-. :lhJ-, t_ ._------.-~.-
Ig} ; \ \"1 01 r- . 'F == 1\ ~~rv--I In, '. 't. $.\ I'II''''I''~ 8 '- V'~ /" I~ 0....- ,:~ CSAH \9 -----'1'..-
000 ~ ' ,It '! ~ I.' 10' ~ ,~)l j~ I ~ ~ ~i I (\I,1f - '.....) I ~'1!:- _ "€I' _-'.J,.,)oJ ~- -:\4.::A-I-"'--"'--'"
: 0 '-"" q~ ~ I I .10. ~Oq I '~\I i~~= =llUI\-}==il.' ~;-~~ i B <) .' =e::-.3 ) \ '"
"'\ 0 a <) r 10)\{~;iI: ~\-!" . "1~r\i I ':'. ~!kl'll~);';.. } ~---~ -. -' - .....:.....r;.. ...... J "-N 1 ..... r-- 0 0\\ \ It ~!2
; \ 0 0 0 i J ' . 1...- - - 1 I' ~ I"':" --..--::::: . ~~-Z;<f" L.....i: of" a . 0 \ .. co
)' a" ~_ ~~I' J I t-I (': II [ -~ - -' ;.--' :--:: --::..;... ...I-.:: p 71 /;;":.L ... j' J IClI ~ .r ~ ' i
of... " 1''1 '0 If. . I b... ~ \ - _ -~ '1'11 -..u r -v;.,~ ,,,-, --r r.:: . ,
"
. 0 0 \ !%, \ 4 o~ I~ '..,.....dl ,\ I! ~ ':[ 0_'-- ~~ .
,0\\: :"\-l 'I 0 1\ L, rE:.. .., ~ ~... 7'7, 7~ "-'C' . -e; I ,~Ii ~'\: ~ \JL-~;~ AT 50' SPACIN1G J- -.' : / _ o,,"~
\'\:10\\ 0 !~o 1\ IL.t!. -., ;..... =- ...~...LH- !- : ~~~r--'-I!JI' re. \...-:; ~ t' { I. ., ~ ~, I ,,:J ().l; I 0 0
o "I~~o"o'll~ 00\1 \..~ 00 .' ::.-' --- ~-=::-::;:::::::::::'~... D I ,0 " . . ' _ (I I . .. j, I!J . ~ r'; . ~.,." \\7 " /
,fOOl o(}o>~_~.-::::t..---.. _" I I 0 ;;::--, , - 'if ,-,-. 0 0>
~~ RO.AO --:"{'\'~;'::--'-- '~I~o 01: I . rq7~ I . {~t"',JL. ~..-o~;;-:OoO ~ 1::,\',1 ~"'/ 1/" k~ oD ": '~a 0 \ ~
.,~~ { 8 0 ~(~)~ I ~M- . '~~ ~~~. ~ / 0 \ ':,' "1f' Vo ( ~o 0 0 D~ " ~ 0 :\
"" I 0":::::: ~ iV":i:' ;fi o"?)o 0 o. 0 'I, ~ 0 "'a'-/,,,, . '"'-.1>......
II " i.- / ( , ~ 00 .; "I f.. 00 - *-1) , '/ \ " '. , 'I \
(,. 'ri 0 'E.~lJ [' '.1 I' ~ '" I' (t[P R II~TCI.~' '0 ( \, \ oli I 00", I /~ DAD I : \ 0 "
III (r,- \) 0 0" I ~~ -:1 I! I . T~I& \' .) \, \p' \ U"'-l 7f " '\ ~Rfo I ! U
l II' 0 ' 0 '\.....: ,0 n 1'f' I' [k n ..... . tJ i) ;) "" 0 Ion ~. I \ 0
'/1'1 \. 00 0",:" (-/ "u. 'I', s\ I"""YidI-: & &,~__ " : //l ) "I'lld r ": \'I~PI
' ~.- 0 , '0 I V --10 II '::l---.J \ .'~' '~ I \ '
o.
, I : i 01 ~ I U ~ I /.;1. i' 1 /;/ ill " ! r-fl " I
I! '--, -....... I ! : j . 1,_ "I ovoid '1., L! .i 1J"PAD iL_J .~? I 00 i Ii U 0 ':-', \ ,;::
1\ "'" I Iii Of; 1/ -00 I H IH[i" \ --- -_____ /1 " ---t Ii ~~ \ \ \\\ .j'"
) \ \ : I '--,' 01/ /f\ II ~I i'{\ ~ M" 000 f '-. ---~..----.-_~,;/ " ,;~\ 0 () :; / ~--J ~ ,'. .\ ' '\\ /)
,
STAGE 2 - PHASE 2
TRAFF IC
CONSTRUCTJ ON
0'
- CONTRACTOR SHALL SHIFT THE WESTBOUNO TO NORTHBOUND CSAH 19 TRAFFIC
ONTO THE NE\lL Y-CONSTRUClEO ROADWAY.
- CONTRACTOR SHALL SHIFT THE CSAH 19 TRAFFIC ONTO THE NEWLY-CONSTRUCTEO
ROAOWAY AND CONSTRUCT CERTER PORTION OF CSAH 19 FRDM STATION 119+50
TO STATION 121+30.
- CONTRACTOR SHALL SET UP LOCAL OETOOR FOR SMITHTOWN ROAD TRAFFIC.
- CONTRACTOR SHALL CONSTRUCT COUNTRY CLUB ROAD UNDER TRAFFIC AND
MAINTAIN ACCESS TO THE CITY HALL AT ALL Tlt.ES FROM EACH DIRECTION.
- CONTRACTOR SHALL MAINTAIN ACCESS TO LOCAL BUSINESSES AND RESIOENTlAL
PROPERTIES AT ALL TIMES DURING THE PROJECT.
- CONTRACTOR SHALL CONSTRUCT THE CENTER 12 Fl WIDE PORTION IF CSAH 19
FROM APPROXIMATELY STATION 119+50 EASTERLY TO THE PROJECT TERMINI
POINT WITHIN TWENTY (ZOI CALENDARS OF BEGINNING THIS PHASE OF
STAGE Z CONSTRUCTION.
- CONTRACTOR TO CONPLETE CONSTRUCTION OF SMIlHTONN ROAO.
- CONTRACTOR SHALL Cot.PLElE CONSTRUCT ION OF COUNTRY CLUB ROAD
UNDER TRAFFIC.
- CONTRACTOR SHALL COIofLElE AND HAVE THE SIGNAL SYSTEM IN OPERATION
BY THE ENO OF THIS CONSTRUCTl(Jol PHASE.
100'
NOTE: SEE NEXT SHEET FOR ADDITIONAL TRAFFIC CONTROL
DETAILS FOR THIS STAGE.
!
11
llJ
I.:=J !
LEGEND
~
III
UNDER CONSTRUCTION
CONSTRUCTION UNDER TRAFFIC
-I
]
TRAFFIC CONTROl SIGN
TYPE III BARRICADE
I
RETROREFLECTIVE DRUM
o
SIGNAL SYSTEM
NOTES
CD SIGNS TO BE INSTALLED 7 DAYS PRIOR
TO WORK STARTING
o SIGNS TO BE USED DURING SIGNAL WORK
Q) COVER ALL CONFLICTING SIGNS
<9 OBLITERATE ALL CONFLICTING PAVEMENT
MARKINGS
.3/25/2004
FILENAME:: T:\Ol.3BB-OO\Cod\ l.3BBlcll.dg"
DATE: 4/01/04
LICENSE NUlllER 19 I 03
H
TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 2)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
plotnome
SCALE: AS NOTED
SIGNATURE:
TYPED III PRINTED NAl€: DONALD W. STERNA. P.L
user nome
DES ION ENGINEER. I HEREBy CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER IoN DIRECT SUPERVISION,
AND '1HAl I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
CSAH 19
I
---
I
::J I ~ . ,. / ~ I' H
~ P=+//// ~ IIO~
~ !~j __I !~IIII.D~ 11111111I111111
~ Icsr = '1w.w1~ ~
h
, ~
- L- _ _ _ _ _-----:::
. .
,...,~~
I
I \- -,---
c ... & ~I
I ;;..-- I
~tr-- \1\
II \
+ l,w_o\e
I 01 I
I i\ 0/ '
I r ~ 0
..J) }Oo 0
/.... /
r1
----
--
,r\.
r I
(O!rl
~J) j
r---l f 3_
~~
0' 50'
LEGEND
~ UNDER CONSTRUCTION
~ CONSTRUCTION UNDER TRAFFIC
-1 TRAFFIC CONTROL SIGN
] TYPE III BARRICADE
. RETROREFLECTIVE DRUM
~ SIGNAL SYSTEM
NOTES
CD SIGNS TO BE INSTALLED 7 DAYS PRIOR
TO WORK STARTING
@ SIGNS TO BE USEO DURING SIGNAL WORK
Q) COVER ALL CONFLICTING SIGNS
@) OBLITERATE ALL CONFLICTING PAVE~NT
MARKINGS
y
~
0'
50'
). \. J_
~ !
......JI I (""
100 LF OFI"" DOUBLE YELLOW
TAPE W/~Rr~. ro' SPACING
011 d
oil
110
plotl'lame
NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL
DETAILS FOR THIS STAGE.
SCALE: AS NOTED
H
TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 2)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
SICNATUllE:
lYPED OR PRINTED HAlE: DONALD 'II. STERNA. P.L
user nome
3/2512004
DESION ENOINEER. I HERElY CERTIFY THAT THIS PLAN WAS PREPARED BY ME DR UNDER IolY DIRECT SUPERVISION.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENOINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
f'ILENAM(. T:\01388-00\Cod\ 13881c12.dgn
DATE: 4/01/04
lICENS[ IMIIIER 19' 03
SHEET
NUMBER
=- D~ ~ o";-;f9.f.;;;X\~~~(" "'. :)~\\\Olil ~ I ' CSAH 19
U ~()1, i (g \ :..;~~"; .,.::.~< :s.. "\';// i; ___~
~ /~ ~/,;;:':' - r:'" <._<~ ,,-~ '-, " . I, ' ~_~u, ~O-\
~llf ( 0 ~ofr~'o ..\~~ ~ '.~~\~~~~" " ~-/F~) ;-------: - i \o~\vi
· ~'\ \. ~ · I ;l ou m, - m 0 \ j I '\
o' r&J ,,'(\ "" ,,' '/ /~ 0 C_u , I, OA \ ~~~~ o'
" df ;Q)j '-v r~:, ,~::K0~:~ ~ l\ ~~B ___J :. \ ~ v oU=lt===
~ ~ _ ~ r -zr;~~ I.. ~~ -.~ \JJ ~,_) v.. I. 'I \ \ 0 ~ } . 0 8~ ~~ f-! #. NOTE: SEE NEXT SHEET FOR ADDITIONAL TRAFFIC CONTROL
<: ) I <J @ '1'-'= L" c1 \'" 'v L I - DETAILS FOR THIS STAGE.
... I - ~ r'l\ \\\', ~ 1 ~
~ r t<, I - - ,.~\\ \, It ~ ~ om! 00 0 ';;- ~ II I r "... . . J
: ~ ~O -~- ~D- r \~i' \ I. , I t1 ~ fill,. o~~~,., ~ =r' Cf.l. _ U/ ,,'" /.-::.- .......-.-- ~
/ I ] ]. I~~ )!( I , , U JO = 0 ~OI '/ 0 . v .I I \
,
(f <ETROREFLECTlVE DRUMS~ \ II o+I+H1tHtV' l "ll /~~ - --=- I ~ [" ) af,l (; r b 1 null
AT SO' SPACING I I 11==== ~I . 1,/ \ Q I a~) i ~ . ~ I l' i .' ,f \:{
'\' ~ r-- I ~' IUHWf' ~ / :1i: ~,,:' ""1\fi^);\t I ~!J~.J]ff\\ /~
vi : ~ !"II/ t~ i!- - ~J:: II!~ : l'fuZ(~~~: ~I 0~1 . k fs~
i::, \ _ - _ ,. ~~ ~ I ~ ~\ / { ?<(: D ~-=~ d01S~. ~~~ r g:::~ ~'~1 00(11' __...
l 0 \', "L.-:J 9.141 1 rZ-l\\_ _ ;'l, v' ~ ~ ~r;: l~ it.. L~ .:. 0 :" "t 0: " : \\\ 0 \{ . \~rcs;.H 19 I; ..._
'io"" ( ',/ () ) I I. I" 0 ~ I ~\;::: = Ir-SI(NA 'STM"\/ --.......;!t".:rr- - -='"""""-- ~ L: - =-~-r-.... ~~r(.=tt...--...--'..
~. , Iy y;y 0 ~! :.' ~ ... I I .~" . I 0 ....."... ~ " I
o D \ i '. ... ::J =ll \ r;(.::;;t(L. ~ --=~ - ' ~ II T .:It Ir .~ \ \ \ :D
or. 'I' I fIo{,. '-.J... [ ~ ~"II III _, ~ C>
\\ 000: 0: ~ J--- ~~:;, .!. Ly--:'---X"i!, 1/.:'.. ~J " __~~~~~ - .,,:'JX--" j-i>d' j~':" ",o~_ ~'$, . ;~
j 0 () r \~, III rr.'-i .~~ ~ ~ ~~~~~, j-,~ '" -r...o.'r-~
o ~o
, () 0 '....!i ' I I I , A ,L.B . I RETf , J i . "I-o-;r.;i: 0 () 1'0
f\l 00: \~1jlio ~'d' ~J~~ ~!f'..,,,,1 .~- ~ _~;I ~,. ::JL1i .,-~ 'i:"JltL~~mL.~.J 0"
t-.O\\" 0011" 1) 0 L dJ.. Uu.? i ~ ~ ~~... "~~,, ~'r:{)lj'...rL.-' ~~. 8Y: I (10. 00
,ti L. \ 0 L-..-l q 0 1\ "."-... ~\ \ I~ 1\ -;1]1 ~ _ -~r,;1 ,I ~ I~ .' i / :.J~ __ I 00\
~'t,: ~\ I~ ' ' ~ ' u" .' ~-=--~--;;--- AfT, , l" I 1 I;:::: -j' II' 1\1 ,: · E- (,f "'1-;r..~' - 'f i. '.'~. r I:' \ J 1
~~-~.. ~ - 'Ii, ,o~ I \ . '-: ~ 1 ~ ~_":f.A'~ f: - J[ f. 1':-7"~ 'SlrOO~ :'\ \~l, ,\\,0
V I f)8 0 ~~)~ I I ( . ~ ~. 0 ~ \ \~ " CS 0 ;1r.o;;,' ~~ ~ "'''
lOp J / '0 0 IIll o.f . AT SO SPAC I NG , , '_I! ,"~ ~ ,f \
). : I ri" ift: r d,- ~: 0 D 00/__."[ /1/'\\ I r ;~!oo'. ~D' 0\' ~ 1:). . [' \ , \'~ U i/'; ~ :/(1 f.t I-ill bo
f~ II! ~o \.....'oon' J I \\ -S~(\ ,r "\ \0 : ')'l' I:) flO/n l:' '\"
J . : \ 00 D "0: 0 /"--j 0 J q In' Ie) \ :z,- ,1!,! ~~ \ \' ! /:i . I 0 I I" l' 0 \ 1\ 'j <
}l \1 '~~-~ rJ:' i \".r-~0/^'~ U'liil,L,~;;~f !11'.L---J,. . \j~f I~',IP'~\\ \J~
..J I ~ Ii! i VI~)OVOH' I {. I !o.l /~ ~~ \ L J // ILl: (r" I 0" II " rll 0 \\\\ It, .-'4:
1\ \ I , If -r. II -1 Iltrr' . .~ ( I 0 I ~ .. 1\ .r
. "': i ('f ON] I !I'~I+I~~\ ~1J1L._ -. -._-~__ /'r 0 :::::ji/~'"-i....... ~ '~, It, .f
\. 1\ "-' 0 'i J~' If k.to r=;:::::.J M OvO ----_ ~..... ,/1 (I ~"o I / "T......... I .......... , ,\ ~ . \ 0
l \ I If II ~ I I,! 11-.\ I I 1f/,1 I ~"-'__"_ ~-f' C. .... ,,\. ~ 01 I ."'..... . '., ,
~
STAGE 3
TRAFFl C
~ ~
- SHIFT RE~AINING CSAH 19 T
- SIGNAL SYSTEM SHALL BE IN
CONSTRUCTION STAGE.
- CDNTRACTOO SHALL PROVIDE
EACH INDIVIDUAL LEG OF TH
- CONTRACTOR SHALL MAINTAIN
PRoPERT IES THROUGHOUT THE
FOR SPLIT PHASING SIGNAL OPERATION TO CONTROL
E INTERSECTION DURING THIS CONSTRUCTION STAGE.
ACCESS TO ALL LOCAL BUSINESSES AND RESIDENTIAL
CONSTRUCTION PROJECT.
RAFFIC ONTO NEWlY-CONSTRUCTED CSAH 19 ROADWAY.
OPERATION AT THE BEGINNING OF THIS
CONSTRUCTION
1-D0'
- COMPLETE REMAINING CSAH 19 ROADWAY CONSTRUCTION.
- COMPLETE REMAINING PERMANENT STREET SIGNING.
- TEMPORARILY STRIP ROADWAY WINTER SHUTDOWN.
~
..
-1
]
II
~
NOTES
LEGEND
UNDER CONSTRUCTION
CONSTRUCTION UNDER TRAFFIC
TRAFFIC CONTROL SIGN
TYPE III BARRICADE
RETROREFLECTIVE DRUM
SIGNAL SYSTEM
CD SIGNS TO BE INSTALLED 1 DAYS PRIOR
TO WORK STARTING
@ SIGNS TO BE USED DURING SIGNAL WORK
CD COVER ALL CONFLICTING SIGNS
@) OBLITERATE ALL CONFLICTING PAVEt.lENT
MARKINGS
plotl'lame
H
TRAFFIC CONTROL PLAN (STAGE 3)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
SICNATUllE:
TYPED OR PRINTED NAlE: DONALD W. STERNA. P.E.
use,. nome
DESION ENOlHEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY lAE DR UNDER lAY DIRECT SUPERVISION.
AND THAT I AM A DULY LICENSEO PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
3/25/2004
rILENAME: T:\01388-00\Cad\ 1388IcI3.dg"
LICENS[ NUIIIER 19'03
DATE: 4/01/04
SHEET
NUMBER
CSAH 19
I
-.-
,
cd 0 v
~~
0' 50'
LEGEND
1
J.J::-;;='';=''=:-"1 I
I --L _. ...'
I I I
i 1 ---1
1 "~~J
+-----1. * $.('
, ---
I ---
~ UNDER CONSTRUCTION
~ CONSTRUCTION UNDER TRAFFIC
-1 TRAFFIC CONTROL SIGN
] TYPE III BARRICAOE
. RETROREFLECTIVE DRUM
~ SIGNAL SYSTEM
.0
f'1
NOTES
CD S"IGNS TO BE INSTALLED 7 DAYS PRIOR
TO WORK STARTING
@ SIGNS TO BE USED DURING SIGNAL WORK
@) COVER ALL CONFLICTING SIGNS
@ OBLITERATE ALL CONFLICTING PAVElENT
MARK I NGS
CSAH 19
fi1
/ LJ 0' 50'
I /
-- I ~~"r"A"l:...4:
y
fl
-75
,-;::... - r - I I
I' '1 I '
\ : -'I
~: _I. ~b I
L I I'
--_1/4'
.-.. I
,---- ,. /
1.~!",,,,~/
}' "" ~",,,:,, ""
-' '"
1J, ,,'" ...... ~ '
I · '"
","'r
'" !
I \
'-----.
o
o
I
...,..
,
~1\(
O !~rr (
\ / l I I I
~ I~ j 01
a I~ j 0 i I d
L..Ji-l 011
,--. ~I 3 I 10
NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL
DETAILS FOR THIS STAGE.
pl"tn&me
3125/2004
fILENAME: T:\01388-00\Cad\ 138Btcl4.dgn
DATE: 4/01/04
LICENSE NUIlBER 1 9 1 03
H
TRAFFIC CONTROL PLAN (STAGE 3)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
SCALE: AS NOTED
SIGHATURE:
TrPED lJl PRINTED HAlE: DONALD W. STERNA. P.E.
USer name
DESIGN ENGINEER. I HEREBY CERTIFy THAT THIS PUN WAS PREPARED BY ME DR UNDER...., DIRECT SUPERVISION.
AND THAT I All A DULY LICENSED PRDFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF" IlINNESOTA.
t<
~~ ~ 0~~-:7.10~~'\ ~ ~-1(" . ;\ \v\'1 ~ J f CSAH 19
-, ~ r_.. \ jyy:~ ~go ~ ..J~;:~' ~ \.~./'V/:/ r II -
~ n I ~.......oJ' I;;;V) 0 ):j5~/~"/': _'1.1 _ ~. )..~ / l' f
T:~~'flr1J ~'1f'~<'v~ . ,Or. ~.4i ~,\, - ~~\ \~\ /~________., _
l i (I 0 0 V:J 0./ r rJi" ",_\0 '-- - . I I 0 . f ~ J.
I ~ . 0 \ { .' \ 'Q pO / I \ .. ~
~ - \... ~ . I- I 1- - - - - , - - - - . _D _ ~ ( 0
I I
'e- \\ ill) J ~ r(. · /".--:"~!A{"DW ~~ ,. : : \ , 1'. . T1-~f-' I 0' 100'
::1 ~~) ~) ~~I ~:~\d. un I \ ~ \ '~~i~ 1 r\'
I ~J 01 i: ~ ", ~~~\ I J\ltl1j ~= ~ ]J....._ s ~Qtil- )0 0
I ~ r f - - _.!m.J ..:~ ~ ~u - ~ 0 0 . ;- :J: I " >...f
I j ,. -'--1[J U I U - ~'r~" .1 ~1~~i;~E DR"'" , .JJ Jf ~ ' ~., ~ ~ : ff '? .~, ~ -r -"-j \ .-/
L L r- -' --,' ~ - \1 i/' ~/ l l ~ I ~l- r' ~ "~'1!j 0: .;'> , - "11
i / ~ ~c1~ I nil Ll1lllliJJJ 1/1 I \,\ " - - - i:::l-r- ) h.' '~"7 11[![ I
/ " I ' " I 'I I lITlTllTJTlTfI / .....// I!,,/ b U V
\l --- / i;oi~L1D WHITE I'" rot tH-ttf $ ~ \.. oQ: la ~ I ~~.~ /. 0 ~! I l: 01 . I
) \ ,--- ., ~ \ I p.4w" 10 WH ",,'" 0 : l,~' ,9!1; 0 I,: "0') !~\/i E I
; t I I "I ~ \ t F12:::: ~ ~ 1.1 !lOo I if 1;/ J 0 ~ ~ !
. \ J ..t~".KIf. j 4" OLJD W'11T I l'l < /( ~r D;..r-' U
00 I (' D""l. '!'J ~I 11\11,JF'~ - . 0./ OXYo" I I ,0 U: LIlI l ,,/ o~L... q ~I
goO ~C4. ~Wr I ~ = - I -,~ ~' 0 ,. I!l ",~"/ g: 0':;- ", 10
80 0 _ _ _ ~I 'J q ~Jl ~ ~ [ " / ., . l' 0 ~ ~ .;; p" ,;;.;. -- 01 '\ \ 0 I r \ ;
lo', "CJ J'9.1k'~1 1.....~1\.\__+~ > I ~ ~\ ~I'~ JI\' ~~~.o:: ~ . p=" _~ ~O~~B\\YLLOwo}1 L-r,.
8 (, ./ \ JE::U11 B ~ J 1 I F '.7 . L / ~ '1 .. 00 \nllllllllllllll ~ ....... <:f ~ h'r.. Q~~.
>,,~ ~ I . ~iT~~E~~iU~rO:~j%ol"~ .~~= ~~-r-)! o~.~': - 01- ~ ~~ ~ : ~~-1-7
o ".r- I 10 o! I I \' ~ = 'l "\\ \ fif;:=;t;t'4 \ ~ ~ ~ I ~ _' --=::I ~ ~.. 1\\" \
o 0 l 'il ~ _ '. ....' A.. I \.1..'1 ,,12" '1 " - ~ _ ~. ~... }:;7 I..... \
000 0 .........) r mr~ I L - - -t--:r'-J; I\"?'X' 7~'1l \, ~ ~ A. ~.~~'~.:Z L-:rJ: coo 0 0 8 :\\0..
, ()" 0 t I I i I.-&:; I __ _~~ ~~ :::trow 7' ,':x(,~2 ~ ." . j I<i 0 ^I J 0 1,0
) 0 r:-;\. I 0' / llr\'- "W.1. : ~~~ Jt~ r-~r'~ '-4" SI~ ~\.uT+-tS. ~ . ~\
t:J 0 0 } ~ ~1 ~I r I I . I'! ~. J '-.-::.~ /-- 'i'" ~ ~""'t-','/ EPOX' ~ - '" I 0 0 t J c:-->-, \0 0
o 0" \ ~.. ~ \ 'U II I I '.1 ~ .. - . ~ J[] '\./1;;- ...... u- -f Dr t- L-J \
o 0 \i\ ljr i 0 g or I ,:1 If'- I ~ -. -'~'o1...~~:q ,,\1/ . , I/! ~ ~/ I If'~ '~~:j o~~
: l 0 0 0 0 ~l' " r. -1~ 1"';111'0 I /... ~::P ~....-.; ...l_l'-f.'~':';"'" ~ 1-"""""" !J~~' '; T' /.1 t ,I-t UH-ill ~ 0 0
: 0\\0 oocJ li':" I r,;:J.;.. \....1-1... ~ ~ I I b j, ~ 1 0
o " q 0 I \ tn ... ~ .. ,'\ .v LSI N. ~lE'''fl\ -'" U. - - 1'0 I f Iw-. _ 0
: laD ~gg:~;;- -::.=--_.:::::::::.....----: 0 II o'h z..c-o;,:;;.J/ I .~~ / , -.f I I ~k u 0 '\ n 0 J
~~o ~omN ROAO :..==;.--... 10 It' 1 '-I II ...II." "T\.--c ~!itJOoO i.. 'Ftf)' oD 0 00 \\1/ \ (0<
\ m' . I \' I" : I J (J> ,0 .. ' /0 r,,:. ~_ '" ~ 0 0 \
~. 0 ~"~~)I\ I II I \' ~ -~~7 ~ 0 0 \~:, 0 / 00. #>~ Oo/, ,--~~ 0 ~
/' I' J 0 0 ~ ~{" 0 .'-, 00 J ffi ~~~O..gl c( \ \~\ 0: 0 7~.; ", 0
.... I r) 00 &.. 'or . 0 0 r-------. I' \ ...... ~ . ~. 0.-1 \ AT 50\S~ACING ( \, \ ort.. I w~ l~:t\ \., 0
I II I U '-.." \ 0 j I II \ I ~ . O' " ~. .' \ \~~' U 0 " ~ HEAD I ! U
'7 II ~ 0 ....... " 0 h I \ f, ~L... -0-' . 0 ') 'l \ ... <., . \
I {oo 0 0 01 0 ,.--, 0 1 I' 8 I j . J.:P' a:I:9 r--"l 0 \. .!.' I:' "- 0 0 I 0 \, I.. 0
. i ~ I 0 I ! J \ ~ ',--., \ . / ,;~ .J 10 O. \ ~
1 :1 Ii! i ~I 1,0.1 /nbAll IL_J . /,9- r Joo / ';:Jl 0 t '~ i
i\ ':\ {/o/ . 'mrTOY ftjIHt~\ __ '. "_ /11 0 L.t:~//~ ' ~\ ,/
l \ \ II '-' 01/ /,!-\ LI t'{~ r=F .Jff1 000 I - - -..----~.~f;'t..... r: j>,\ 0 ~ :; / ~ J ''\, ~ ,\{ 0
,
y
STAGE 4
TRAFFIC
- CONTRACTOR SHAll SHIFT TRAFFIC TO OUTSIDE EDGES AND
PROVIDE lEFT TURN MOVEMENTS AS SHOWN IN PLAN.
- CONTRACTOR SHALL MAINTAIN ONE lANE OF THRU TRAFFIC
IN EACH DIRECTION ON CSAH 19.
- CONTRACTOR SHALL MAINTAIN BUSINESS & lOCAl
RESIDENTIAL ACCESS AT All TlIoES.
CONSTRUCT I ON:
- CONTRACTOR SHALL CONTRUCT CONCRETE MED I ANS ON
CSAH 19.
- CONTRACTOR SHAll PAVE FINAL WEAR COURSE.
- CONTRACTOR SHAll COMPLETE TURF ESTABLISHMENT AND
FINAL CLEAN UP.
--...-
'~SA\-\ '\9
...--"'-
...--'..
!
1;>:5
i
LEGEND
I2Z2I
III
-1
]
UNDER CONSTRUCTION
CONSTRUCTION UNDER TRAFFIC
TRAFFIC CONTROL SIGN
TYPE III BARRICADE
RETROREFLECTIVE DRUM
SIGNAL SYSTEM
.
~
NOTES
<I> SIGNS TO BE INSTALLED 7 DAYS PRIOR
TO WORK STARTING
@ SIGNS TO BE USED DURING SIGNAL WORK
@) COVER ALL CONFLICTING SIGNS
@ OBLITERATE ALL CONFLICTING PAVEMENT
MARKINGS
plotnCl,""
3/25/2004
fILENAI.€:' T:\013BIS-00\Cad"3BBlcI5.dgn
DATE: 4/01/04
LICENSE NUIIlER 1 9 1 03
H
TRAFFIC CONTROL PLAN (STAGE 4)
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 I SAP. 216-101-02 I S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
SCALE: AS NOTED
SIGNATIIIl[:
TYPED lJl PRIHTED HAlE: DONALD W. STERNA. P.E.
userneme
DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PlAN WAS PREPARED BY ME DR UNDER...., DIRECT SUPERVISION.
AND THAT I All A DUlY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IlINNESQTA.
CSAH 19
/;1)'/
II
,
~'
, ~
, ~
' --
..... - - - -~
--- ---
7
0' 50'
~..
~
~~
I
BJ24 iONCRETE
CIRB ~ GUTTER
COUNTRY CLUB ROAD
.....'
o
--\
~
\
e
24450 Smi thtown Rood
Ame~ican Legion Post No 259
e
I
'--
o
\ (i
, t
LEGEND
+45 EB BEGIN CONCRETE MEDIAN
(MEDIAN NOSE DESIGN 7109)
L L! -=S_A~ ~ ~w~ _ .
---.. ---
---
2' 2' CONCRETE MEDIAN
------------rf---
ct CSAH 19 EB-1 -------
~ ct CSAH 19 WB""""
--11.___-------,--
------.-------
rt; CSAH 19 EB....J
+20 EB END CONCRETE MEDIAN
(MEDIAN NOSE DESIGN 7109)
~~--
rt; CSAH~;-;'-J---~I 13'
75'R CONCRETE
15.6' MEDIAN
(g) CURB TRANSITION SEE MISCELLANEOUS DETAILS
......... DIRECTION OF FLOW
CONCRETE 22 3'
MEDIAN .
---
6'
- - c;, - - - - - "'C..rt;' CSAH 19 EB
+92 EB BEGIN CONCRETE MEDIAN
(MEDIAN NOSE DESIGN 1109)
NOTES:
1) ALL DIMENSIONS ARE TO FACE OF CURB
OR EDGE OF BITUMINOUS.
2) SEE RIGHT OF WAY PLAN FOR EASEMENT
DETAILS AND DIMENSIONS.
31 SEE MISCELLANEOUS DETAILS FOR MAILBOX
LOCATIONS.
4) SEE INTERSECTION DETAILS FOR ADDITIONAL
INFORMATION AT ROADWAY INTERSECTIONS.
MEDIAN NOSE DETAIL
NO SCALE
MEDIAN NOSE DETAIL
NO SCALE
MEDIAN NOSE DETAIL
NO SCALE
3/2412004
FILENAME: 1:\013BB-00\Cod\ 13B8cp01.dgn
DATE: ~/01/04
1Ic[NS[ NUIllER 19103
H
CONSTRUCTION PLAN - CSAH 19
STATION 104+73 TO STATION 116+00
ENGLISH UNITS
S.A.P. 27-619-18/S.A.P. 216-020-02 /S.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
plotnome
SCALE: AS NOTED
SICHATUIll::
lTPED IJl PRINTED MME: DONALD W. STERNA. P. Eo
userne.me
DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS P1.AN WAS PREPARED BY ME DR UNDER..... DIRECT SUPERVISION.
ANO THAT I A" A OU~Y ~ICENSED PROFESSIONAl. ENGINEER UNDER THE ~AWS OF THE STATE OF "INNESOTA.
19
<l.
J
~
-.........;
J---
I
1/
I.
%
0'
50'
+20 BEGIN CONCRETE MEDIAN
(MEDIAN NOSE DESIGN 1109)
_ _ _ _ _ c~ CS~~: ~ _ _ _ ~ B- - - _ _ _ _ _ _ _ _ ~ l j_
13' ~I \:~ H.PER 2'
':r 14.1'
LEGEND
CONCRETE
16' MEDIAN I
50'R \\~ ,.~PER ~ 13'
--- - -- - -- - - ofT -[2: - - -- - ~ - -- - - -0rt;- ~:H
+95 ENO CONCRETE MEDIAN
(MEDIAN NOSE DESIGN 7109)
-+--
913.11
'I
7fi.38
--I-
~-
-- - -- --- --- .725 +00
----f--__
---
----
DR IVEW AY DETAIL - -- - __
NO SCALE
~ CURB TRANSITION SEE MISCELLANEOUS DETAILS
........ DIRECTION OF FLOW
MEDIAN DETAIL
NO SCALE
NOTES:
11 ALL DIMENSIONS ARE TO FACE OF CURB
OR EDGE OF BITUMINOUS.
21 SEE RIGHT OF WAY PLAN FOR EASEMENT
DETAILS AND DIMENSIONS.
31 SEE MISCELLANEOUS DETAILS FOR MAILBOX
LOCATIONS.
41 SEE INTERSECTION DETAILS FOR ADDITIONAL
INFORMATION AT ROADWAY INTERSECTIONS.
SCALE: AS NOTED
SIGNATURE:
TYPED IJl PRINTED NME:
DDNAlD W. STERNA. P.E.
H
CONSTRUCTION PLAN - CSAH 19
STATION 116+00 TO STATION 127+30
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 I S.A.P. 216-101-02 I S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
plotnome
3/25/2004
FILENAME: T:\0138B-00\Cod\ 13BBcp02.dgn
DAlE: ~/01l04
LICENSE NtJI'SER 19103
user-nome
DESIOH ENGINEER: I HEREBY CERTIFY THAT THIS P1.AN WAS PREPARED BY ME OR UNDER..... DIRECT SUPERVISION.
AND THAT I A" A O~Y LICENSED PROFESSIONAL ENGINEER UNDER THE ~AWS OF THE STATE OF MINNESOTA.
PC 297+26.79. 16.00' LT
PT 29B+47.46. 26.00' LT
6. 09" 46' 39N
R SB6.000
T 57.49S
L 114.624
..-u....OWN ROAO
S,,^\ , II I
plctnllme
SCALE: AS NOTED
user nome
3/24/2004
CURVE TAPER DATA CI2D
NORTHING EASTING
446 483.421 139 960.B6S
446 591.602 139 998.197
Smithtown
Road / Country Club Road
~ .~~D
~ ~
II
,
io
~I
II
I:
--.........."
\
00
1
,
,
\
\
o 0
,r----..._____._____
~--
I
r
I
j
'\
'-~ ../
Or---,
00 U
/'
1
i
.
.
o
o r- --_
/ -
O'
01
j
II
i
0'
50'
o
II
o
.
o
It
o
It
LEGEND
(!) CONCRETE PEDESTRIAN CURB RAMP
(DESIGN 70361
G[) CURB TRANSITION SEE MISCELLANEOUS DETAILS
........... DIRECTION OF FLOW
NOTES:
1) ALL DIMENSIONS ARE TO FACE OF CURB
DR EDGE OF BITUMINOUS.
2) SEE RIGHT OF WA Y PLAN FOR EASEMENT
DETAILS AND DIMENSIONS.
3) SEE MISCELLANEOUS DETAILS FOR MAILBOX
LOCATIDNS.
4) SEE INTERSECTION DETAILS FOR ADDITIONAL
INFORMATION AT ROADWAY INTERSECTIONS.
SIGNATURE:
TYPED lJl PRINTED HAt.(: DONALD W. STERNA. P.E.
H
CONSTRUCTION PLAN - SMITHTOWN ROAD / COUNTRY CLUB ROAD
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216..-;101-02 /S.A.P. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
DESIGN ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME DR UNIIER MY DIRECT SUPERVISIDH.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENOINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
DATE: 4/01/04
fiLENAME' t:\0138B-00\Cod\13BBtp03.dgn
LICENSE NllIIBER 19103
SHEET
NUMBER
v T- ....~
\ ==I
I
\
\
\
I
\
I
I
I
I
-----
--
Parking Lot Details
~
1////
'////
/ //
/
//
~
I
I
I
I
-I
!
~~
0' 20'
II ~
""f'1"
I I I 11""i'-t/~~(~b~o1tG'
U I, j ~'P",
.~ b ~)"IOo1t4001
J'W, Of'/I~
$ 4/(S'4(
sf,~
I~D~I
MATCH EXISTING PAVEMENT 104'LT ~~
983.00 3'R
SE-SE-SE SE-SE
983.31lUJ
982.90 982.96 ~
z
.ct
Q
~
I
~ ~
J ~
---J
.~8'Ch-Ge- I +... - - - - T =- .--'
@ 978.62 981.00
.--
...
III
J lil
'"
MATCH EXISTING PAVEMENT 6S'LT
981.93
981.73
981 . 46
B612 C CRETE
GIJRB & GUTTER
?
23'
'>
- -=--
7S'
981.29
60'
~:10 TAPER
B424 CONCRET~ ~ ~I
CURB & GUTTER '\ \I +
\I --
I".., C:JJ _---
-'-;~SA~~-WB.J'--+r-,-----
----
20' ;1 1 1 0+00
-------------_._---_.~-------~._._--
25'
-GSAH-19 . G
G-
~. ~-:-.-(r--.-.+--------.---.I.-----.-
_-~--- .. ..... ""'11r"'l.
.....
pllltname
SCALE: AS NOTED
user ne.lne
3/2!V2004
FILENAME' T:\01388-00\Cod\ 1388cp04.dgn
-------
---------------------..
T-BUR
LEGEND
(I) CONCRETE PEDESTRIAN CURB RAMP
IDESIGN 70361
G[) CURB TRANSITION SEE MISCELLANEOUS DETAILS
"'"'- DIRECTION OF FLOW
NOTE: ALL ELEVATIONS ALONG CURB ARE TO TOP OF CURB
NOTES:
11 ALL DIMENSIONS ARE TO FACE OF CURB
OR EDGE OF BITUMINOUS.
2) SEE RIGHT OF WAY PLAN FOR EASEIENT
DETAILS AND DIMENSIONS.
3) SEE MISCELLANEOUS DETAILS FOR MAILBOX
LOCATIONS.
41 SEE INTERSECTION DETAILS FOR ADDITIONAL
INFORMATION AT ROADWAY INTERSECTIONS.
SIGNATURE:
1YPED!XI PRiNTED NAIE: DONALD W. STERNA. P.E.
H
CONSTRUCTION PLAN - PARKING LOT DETAILS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
DESIGN ENGINEER. J HERE8Y CERTIFY THn THIS PUN WAS PREPARED 8Y ME DR UNDER.... DIRECT SUPERVISION.
lND THAT I All A DULY LICENSED PRDFESSIDNAL ENDINEER UNDER THE LAWS OF THE STATE OF IlINNESDU.
DATE: 4/01/04
LICENSl: NUNSER 19103
~
Parking Lot Details
)
{f
1 ~
1 L
1
J
~
5
SE-SE_SE
--------------
%
0'
20'
56
.......
........ B424 CONCRETE
......... - CURB & GUTTER 20' 8424 CONCRETE i
- - . - . -. - - - - ~~A~ -;;; :~B. ~ ~~:~. - - - - - - - ~- - - - -' - - L~. ~AH~ ~ :a- -. - - - - - - - - -
~STA 700+31.00 PARKING LOT ENTRANCE
STA 116+88.36 cSAH 19 we
25'
B424 CONCRETE
CURB & GUTTER
PARKING LOT ENTRANCE - ALIGNMENT TABULATION
POINT CONTROL POINT STATION DELTA ANGLE DEGREE OF CURVE - ARC T ANCENT RADIUS ARC LENCTH EAST! NC NORTH INC DIRECTION DISTANCE
L1 BOP 7oo+il0. ??oo 447038.6151 140058.0655 NAl 341'15'09" 61.7945
PC 700-161.7945 447018.7545 14D116.5814
RADIUS NIA 65'29' 48" 229'10'59" 16.0795 2S.0OO0 28.5783 446995.0809 140108.5465
C2 PI 700+77.8740 447013.5866 140131.8078
L3 PT 70D+90.3728 446997.5882 140133. 4205 HAl 275'45'22" 59. 0540
PC 701+49.4268 446938.8320 140139.3431
RADIUS NIA 07'12'15" 16'22'13" 22.0325 350.0000 44.0069 446903.7296 139791.1078
C4 PI 7D1+71.4593 446916.9105 140141.5528
L5 PT 701+93.4337 446894.8851 140140.9960 HAl 268'33'01' 106.5662
EOP 702+99.9999 446788.3529 140138.3031
LEGEND
([) CONCRETE PEDESTRIAN CURB RAMP
lOESIGN 7036)
@ CURB TRANSITION SEE MISCELLANEOUS DETAILS
......... DIRECTION OF FLOW
NOTES:
11 ALL DIMENSIONS ARE TO FACE OF CURB
OR EDGE OF BITUMINOUS.
2) SEE RIGHT OF WAY PLAN FOR EASEMENT
DETAILS AND DIMENSIONS.
31 SEE MISCELLANEOUS DETAILS FOR MAILBOX
LOCATIONS.
41 SEE INTERSECTION DETAILS FOR ADDITIONAL
INFORMATION AT ROADWAY INTERSECTIONS.
plotneme
SCALE: AS NOTED
SIGNATURE:
TYPED !XI PRINTED NAtE;:
DONALD W. STERNA. P.E.
H
CONSTRUCTION PLAN
STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
PARKING LOT DETAilS
TO STATION
SHEET
NUMBER
3/25/2004
fiLENAME: T:\013BB.00\Cod\ I:SBBcp05.dgn
DATE: 4/01/04
LICENSE NllI&R 191 D3
user-nome
DESIGN ENGINEER: J HEREBy CERTIFY THAT THIS PLAN WAS PREPARED BY lIE DR UNDER.... DIRECT SUPEAVISIGN.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER YHE LAWS OF THE STATE OF IlINNESOTA.
PARKING LOT ENTRANCE - ALIGNMENT TABULATION
Parking Lot Details
POINl CONTROl POINT STATION DELTA ANGLE DECREE OF CURVE - ARC T ANCENT RADIUS ARC LENCTH EASTlNC NORTHING DIRECTION DISTANCE
BOP 80D+ilD. DODD 446614.9765 140433.9831 S 8S'01'43' 'II 42.0000
PC SOO+42.OOO0 446573.0013 140432.5383
.
RAO JUS N/A 108'04'30' 204'37' 40' 3S.5918 2S.00OO 52.8154 446573.9645 140404.5549
PI 800+80.5918 446534.4324 140431.2107
PT 800+94.8154 446547.6609 140394.9570 S 20'02'47' E 42.5959
PC 801+37.4113 446562.2619 140354.9418
RADIUS NIA 18'04'30' 3S'll'SO' 23.8583 150.0000 41.3203 44642 1.3496 140303.5247
PI 801-161.2697 446570.4401 140332.52S9
PT 801+84.7316 446571.2608 140308.6846 S 01'5S'17' E 94.5726
EOP 802+79.3042 446574.5141 140214.1680
l<
~~
0' 20'
"
,
,
o I
() C],f~'0
</0 / 00 '-, '
}?6 . ~ ~ <0
/,,' </0 ~') ", 0
'00 <0') '.~
cP \.
.
~\
% \\
O~ .
""
\
::J
....-
-Y"-
. ....-
--
---~----
--
110+00 ~
----------------------+----------------------i- E7-------
==:0 CSAH 19
1
------------~-------- ------------------
;, "-- STA 800+00.00 PARKING LOT ENTRANCE -
STA 109+61.00 CSAH 19 EB
i~
~
28'
v
v
B424 CONCRETE
CURB & GUTTER
I PC 800+4 .00
---""'-
="1\ ';'/
i~
III " L____
I '\ CURB & GUTTER
\ ",,'\.tt::
III ' ~
1 \" ..~
", ~~ /~
-. ',-----~-~
---
----
----
~
/ +31 MATCH EXISTING
PAVEMENT
/ i ---L
/ ~ 01
" 1lI~ n I
,/\ ~l
, III ~
f I ~ 0
'Ill ~ 0
'I i 0
,L.;.
plotoome
SCALE: AS NOTED
SIGHATURE:
TYPED OR PRINTED NAIoE: DONALD W. STERNA. P. E.
userne.me
DESIGN ENGINEER: I HEREBY CERTIFy THAT THIS PLAN WAS PREPARED By lIE OR UNDER.... DIRECT SUPERVISION.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UllOER THE LAWS OF TNE STATE OF III MoIESOTA.
3/25/2004
FILENAME' T:\OlJ88.00\Cad\ lJ88opO!S.dgn
DAI!:: 4/01/04
LICENSE IIJIIlER 191 03
't-
o
Sf
\ ~ I
\01
f ' :
\ \
\ 1
1
1-~0\ 0
--------------
. \ r - - -~- - - - - -
\ \ \
'\\
~ ~~J
I \
1
NOTES:
11 ALL DIMENSIONS ARE TO FACE OF CURB
OR EDGE OF BITUMINOUS,
21 SEE RIGHT .OF WAY PLAN FOR EASEMENT
DETAILS AND DIMENSIONS.
31 SEE MISCELLANEOUS DETAILS FOR MAILBOX
LOCATIONS.
41 SEE INTERSECTION DETAILS FOR ADDITIONAL
INFORMATION AT ROADWAY INTERSECTIONS,
.
"'~\
to) .....
- \
,
\
I
\
.
\
80,85 Q
LEGEND
CONCRETE PEDESTRIAN CURB RAMP
(DESIGN 70361
CURB TRANSITION SEE MISCELLANEOUS DETAILS
.......... DIRECTION OF FLOW
H
CONSTRUCTION
STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P, 216-020-02 I SAP. 216-101-02 I S.A,P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
PLAN - PARKING LOT DETAILS
TO STATION
SHEET
NUMBER
Parking Lot Details
%
0' 20'
! I
CSAH 19
\.
TB
I
,
I
.
, T-Bv'R
I -'---J::!...:::-__
~ I _~
'-. I I --.~
-.---._ ,It CSAH 19 EB I -; I G ~
. - - - - ~ - -1 ~r- - - J_ - - - ~ . - - - - - - ;t - - t- - - - - - - - - - - - - - - . - ~r - - - -1- - - - - - G- - ~;4~~CR~~ - - - ~ - - ~- - ~/- - - i>- _ _ _ _ _ __
.. 2lK" 32' 28' CURB &. GUTTER 978.971 +
--9B6.11 I . 40'
"'--..--
985:40 -9B6. 26
8612 CONCRETE
CURB & GUTTER
3'R TyP
9B3.S0 981.40 ^
I
f 81.60
SE S =-se- SE
"'CN 'XiS i.. PAVEWE"IS4'"
I I
I I
i I
@
SE
986.26
SE -r---
I I
.ATCN 'XiS"NG :'''"'";;'4'''
q/ /
:' ~
SE
()
, I
I __
l....._ --
--,
@
---
--
0;
,
i
~/....-
I __ _.
-il
i I
I /--..........
/ ~---_/......-
I / !.....
I I I
...,."
LEGEND
(i) CONCRETE PEOESTRIAN CUR8 RAMP
lOESIGN 7036)
~ CUR8 TRANSITION SEE MISCELLANEOUS DETAILS
-..... OIRECTlON OF FLOW
NOTES:
1) ALL DIMENSIONS ARE TO FACE OF CURB
OR EDGE OF BITUMINOUS.
21 SEE RIGHT OF WAY PLAN FOR EASEMENT
DETAILS AND DIMENSIONS.
3) SEE MISCELLANEOUS DETAILS FOR MAILBOX
LOCATIONS.
41 SEE INTERSECTION DETAILS FOR ADDITIONAL
INFORMATION AT ROADWAY INTERSECTIONS.
3125/2004
fILENAME' T:'01388-00'Cod' 13118op07 .dgn
DATE: 4/01/04
liCENSE IIJIIlER 19103
H
CONSTRUCTION PLAN
STATION
ENGLISH UNITS
S.A.P, 27-619-18 IS.A.P. 216-020-02/S.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
PARKING LOT DETAILS
TO STATION
plotoome
SCALE: AS NOTED
SIGNATURE:
lYPED III PRINTED NAIoE: DONALD W. STERNA. P.E.
user nome
DESIGN ENGINEER: J HEREBY OERTlFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY OJRECT SUPERVISION.
AND THAT I AM A DULY LlCENSEO PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
l!l
'"
13
lI31SV'1Id
I
"
"
"
ID1
"
II
"
"
"
II
II
I(
I(
I(
IqJ
II
II
II
II
"
"
"
"
"
"
U:n
ll3I.SYId
,
:1
~ ~
l5111e~
1!!~1ll3
ilili~:;;~
~I!!i!i~~
~~~!il~
",~lii:j .
~~~~~
t-iz:t'
i;m!~
C1R"'l5
rJi~e...
It~ll!ll!~
l'i~:c!ltJ~
;!bg~C1
8~
~"
llil;j
<!tj
:::~
0
-er
+,
:g+
~ ~
0
~~
tl. ~"'l5
~~ 51::...
~3 "''''15
'l!iltl....
z ~~ ~~~~
;3~
0 :t~ ~ili"'21
F ~ If!!;lll...
"" 3. ~f!e e~
lI31SV11d > Z
w <C ~f:l &u
-1 -1 ~...", III
w 0.. '"' ~~~. d
~ ~ ~~liio w;
.-cg e ~ I!!~~:;!" :!It
~"'f:j
.-. '" '" ~'"
d --Ill!il~ d ~i!ii~~
~i~ J:!'" g.
Z Z tj~~t:;~
!!Il'!o
-1 ~ ~t! -1 ~l5fl;e..
-1 -1
<Co ~~ 3~ 0 <Co '-----
3:"1 ...... e ~i:'i is 3:"1
c..:>" o m @i~~ ... c..?1I
'"
~- Z '" :t15.. ~'" z
~I'!' --
Z ...~Z
<(w m~. <c w 8~
........J 11VM NI~39 ........J ~f;
w< w<
o::~ 6nSH lOd a::~ ll;lll
<!\j
.....v ('IV :::~
to to
%
11VM ON3
S.'6S+Q ld
-...;
'.D
~
8
Ii. ~
z:j'"
m<ta
"'l'!"
i~~
. ~~'"
~li~
:~~~
~G:e.
:CD:'r:I_
"'~!I<~
:ri-l....u
o
o.
+.
,,'
0-
. ~
j;
~~
.,
!c1!j
",Ill
ti~
"'0
~f
i;
o
...
c
'"
~
-it 5
IF
<C
>
w
-1
W
n
d
z
-~ ::i
<Co
3:"1
c..? II
~-
Z
~~
w<
o::~
'"
~
I
II
II
...II
[J1J
II
II
II
II
II
II
II
II
II
II
II
II
oil
II
II
II
II
z
o
F
<C
>
W
-1
W
N
d
z
-1
-1
""0
3: "I ..,,,..... "',',"'"
c..? "f. ';' .',
Z
Z-
<(W
~;;!
a::~
1"'1 V
to
I.',
Z
<C
-1
0..
N
d 0 ^
O. ~"'., ~ W )
z \5 j
.-cg:;? ~ -1 :z
.-. III -1 VI
--Illlil<> ""0 <C i
. ~~ 3:"1 w
-et!g c..? II -.:;;t I
~ ~i:! ~- u
VI
~.~. Z ..
<(W
...... :;? ~i r- .-J .:
w< d
Z m I!i a:::~ ~~
~
..
Go Go i
f: f:
CI l!
c ..
... L "0
0 . Go ~
..
Q. :l ..
+
" :1
!l
i
~ e~
--Illj;!
... ~~
"12l!t..
~~g
~ -<e
ltl ~~
W/12 ~!Z
......... !l!~
.~ lilh
", I"
"1 ~~~.">'\" li
;::: ~! / m~", '
....&It~ ,:. 3' It .n
','.., ~~ /... .9.'...
" '~~li~/ ',: '!II!!'
. ;I:~ !~
/'~~Gi ~i
.' ~::twu 3-<
~~
"', I!i~
\~
:1
'.r~1 ,
<>
i5
...
c
;.
<
e
i~!
"'15"
Q. ~
~~8
i;s
.~~~
!i!~~.
~~~~
~~wU
z
<>
S.
~~
\j'
~:!
o I'!
i:!~
Ii
~i
~~
fil
t-~
WW
WIXl
:x::L
V)::J
:z
! V)
.-J
Z .....
"" <(
-1 t-
o.. W
~
I
l:J
,...., :z
.....
d u
:z
z W
-1 l..i..
-I .-J
<Co <(
3:"" t-
c..? II :z
~- W
:L
Z <(
<(w :z
........J ~
w< CJ
a::~ "-
.-J
.-J
<(
~
l:J
:z
.....
:z
.....
<(
I-
W
~
- -
0 C\J
I CO
CO 0\
0
-
I d
\.0 :z
-
C\J I-
0.: u
W
~ J
V) CJ
~
CL
"-
C\J
0
I
-
0
-
I
\.0
-
C\J
a..:
~ (J\
V) .-f
"- I
C\J <[
0 C/)
I U
0
C\J
0
I
\.0
OJ
0.:
<i.
vi
"- >-
CO t-
V) - :z
l- I ::J
..... 0\ CJ
:z - u
::J \.0
I :z
:x: r-- .....
V) C\J CL
..... W
.-J 0.: :z
l:J ~ :z
:z w
W V) :x:
:c
:5
'"
c5
lil
~
..J
z
~
Z
Q
!!!
~
lI.'
~~
lig
~I
0;: .....
1il'; 8
f5.~ ....
~~
llj~ ill
!t l'; I
~~ ll!
0:\ !:l
iw
fl;i!
"''''
..~
;=>
~a
..i
~~
...
!~
..
~~
1;<:\
tfs
U
!l!1I!
!! ~
~~ ~'
~
I
l!i
~
o
-'-
~
i
H31SY"Id
1VH1nH31
->-----
r-
eI
~lil
<!I'J
:;;jl!
::I.
l!i ~~~
;~t;:i'
~...~~~
~~~~.
~~ ",l!i
~u 0
i(1D"'~
... ~..
~;~ll!~
lIlilli,d
~~~~~
fll"':::IoIf!",
1t151D'" ::I
~cn~~a~
~~ili13~;i
H31SYlId
lYIII'IlI31
~---
s~~B
N8i~fM
9i
n
n
, II
t1
~i
II
H
~~
II
LJ
LJ
II
Hz
no
HF;:
n:;,
ti LiJ
~i ..:..J
IIW
H
~1 t
t1 LO ,~
u. . ,.
H o.
nZ
H'~'
n...J
II <0
t1 3:: N
r1 '-' II
tj ~-
II Z
-1-1 <( ..
II I- ~
n w<
~o::lil
...
~
~
H31SY1Id
lYNlnH31
-->------- 1:1
r--
~i II
I I
r1
e.!;j n
II
cI~ r1
w~ t1
"'It I I
l!i ...it ~i
H z
;~!:;il I I 0
~J
~f~~~ LJ i=
I I <l:
!";ig~ LJ >
"'~ ~ LJ uJ
i~~~; I I :.J ,"
II W
~~D:F= r1
;Ie.~~ r1 ~ -.
I I
r1 V
~~~~~ ti
II
tI,.,S13l!i ti 0
H
jl!l!i~lll:;;~ 1..1' Z
LJ
~~~~!~ LJ --I:{
II ...J .;
......"'l'5\!1'" LJ' <( -
LJ 3::~
I I
tjUl II '-' II
r1
<~ r1 ~-
91iij I I 2
cI~ r1 <(w
tJu r1
z II 1--'
H31SY'ld "'It ti w<
1YNlI'IlI31 I-- _J-~ o::lil
.-..>------- -"'"'"
.....LO
lO
a -<
'" ..l
~ e 2 ci
",::I g
l:!<:" li <
~i'i~ , t ...J ...
<> a.. co
WZ~ ~~ , :s
~~ ..
0 ..l
!!1j!;/;l ~I i5
::I~'" ~~ ... Il) :z
~ili~~ < 0
'" 0 ~
o '" z~ I!!
;r~lill ~it ~ Z
~~<>~ ;!<>
lib~~ i5~ ;I ...J ~
~~ i z ...J
.......J.. ..3..... <0
3. '" I
J# 3::N
<..:> II
~~ 3
Z i
<( ..
I-~
w<
o::lil
v
:1
"~ !'
~~
o
t! ~~
:!i;;: "';>",;'
-;:: li X
~ ~~
~. \!I~~
~ ~~
I- ~ ~UI
:z: ll! I~~
lO
~~
o
z
l!i o~
... ",I;;
-ill~~. ."
~i~/:
::! ~g
~ .c;~
l!: ;!~
. 'I a;!
~ ~:Hi
o m 15~~
z",,,,l!i..
a
... ~
I::I~
l:!<:"
:!~
~~i\i
~liia
~j!;/j
:j;E~
~ili~~
0- ...
~~m'
~;A.G:"
1l!:J/j~
i!i
S~
tit
~m
!ilUl
itS
;lit
i5~
"'UI
i~
!;it
H31SYlld !il ,
r -----u.ii1Jvr-----!il-ill-
I'J:.. I:l!..
~ r ------Dlrl~~----- ~ ~ -- ---------
~l
-=r
· L_h____m___m_m______h_l~
<> l!i
ili!2!!i!~~~
l:l1'!<::Il!::l
t::~~ffi~~
I- iil;:\lS...!lUlj':
o ~"'it-,ii!~
2 5~;j~1ll~~
<..:> hit;"RI'!i
~ ~i~~;:i
~ ~~g:;~a
~I!:...~al
l!is~~g~~
~a;I!Ii5:::i
0:: ~~~~~~~
U gJO!!lI!:l!a'"
z :i~~j~.s~
U ~~i~~~@l
:~I
.0
<>
i5
:z:
<
...J
a..
v
0
Z
...J
...J
<(0
3::N
<..:> II
~-
Z
<(w
1--'
w~
0:: VI
C'l
...
lD.cl!!
::;!t;5
>l!i~
f~I'"
~~
l!i~1II
i~~""
",:~ili
!It~.c:wF!
s~"'j!;g
~;~~i
~",,,,~u
ili~~M~
~~i~i!
Ui5l;
"
z
ih~:~
~....I11'"
~~~..e
~l';~ii!~
llIi "'0: ill
oZ" I!!<....
s~;rQ~
l~a...Q.
d5~f
~ ~i5<
~~=~~~
:...~~...~~
a ^
....
u.J C
l- i
0
:z
~
W ;
~ i
...
.:
0
>
...
..
!!
..
~ .;
c
~ ;:
.. ...
0 ..
is. Iii
;~
o
5mftIIIYlIO mlllIlNl:lNl 335-
S]IlIY^ 1_ H31SY'Id
~ ~
:J ~~!
~ i~!!Il~
I~i~!i~ 51
c.l!S!!solo
~!lid~O
i~~::;!~!i
~~l!iS~~lJ
~UI~
~;5.U=iti ~_
'" ..",< ~z
< iS~U~~~
~a~i!1l!Sei~~
f cnf3!~~~
(j32~>-C)~
~::I\j~::lii!h
2fi:<<liIc<C(lLIO
:cfilil!: ,.,~~::s
tii=li"j!;a."'"
:.M~!Ellli'5e
;~
o
s:lNIMVlfO ~NtlB3NI:lH3 335-
S3IIIY^ 1H!l13ll H31SY1Id
...
<
u
..
..ji
"j
..~.
.;j. ;
'~(.~It
i ~i~!;lI~R
ili;~j"'''~
~t~"'~!fl
~a;;:i;!;dili
~",e;!zi!!
-'ObJUlIWb.
1-0.::
WW
wc:;Q
:::c::E
C/)=>
:z
V)
...J
>-I
<I:
I-
W
e:::l
L:l
::z:
>-I
u
::z:
w
u..
...J
<I:
I-
:z
W
::E
<I:
:z
0.::
CJ
.......
...J
...J
<I:
;:
L:l
::z:
>-I
::z:
>-I
<L
I-
W
0.::
..... .....
o ru
cboo
=(J'\
.....
10
~::z:
rul-
a.:u
<t~
vi~
a..
.......
ru
o
I
.....
=
.....
I
...0
.....
ru
0.::
~(J\
V) ......
V)
I-
Z
=>
:::c
V)
>-I
...J
L:l
::z:
W
,I
<[
~(I)
chU
ru
=
I
...0
.....
ru
0.::
~
V)
....... >-:
001-
..... ::z:
I =>
(J'\ CJ
::au
12
f'- >-I
ru a..
w
a.,~
<I;'w
V) I
:c
~
~
a.
~;!
...1iI
I;l!i
~i
;~ i
~~
1li* !
~~ ~
~lI! ~
~~
r~
i"
~t;
a.~
~~
i~
...<5
~~
0:
tiS
~m
...Iii
~~
~
~
-..
[i~ ~
I; ~
~i
~...
~i ~
o
:! ~....
g!!!wza
::Iil...i!''lUl
i;r;~i:!liia
~CI<~e:
.. 1:I1:!~~iSo
(J) ~Uldiili
~ i~o~ _~
o 1!!l!i::::s~1l
z l5 ~;i<::::
<..:> ~i~:I~~
- ~~ ,i~~
z Ul~gJelll!i!
<( t;w~w;:
I- ~i!'IlI~::cz
(J) 153~;:i~
I- ~~gll!~~~
W -< ::l .....~
0:: l!i"l!!~i"'!I!
U B~;l5!(!~l!i
:z: ....!i ~15a""
8 ~~~~ge:~
l!i !!I'
~ ..is
t: ;)'o{3
~l!i:i
~g~1
ii5~1!i
~ai~W
en""::!!
15!~...
Ullol jE
~~~~
~~It
:itil!!
I!:Eil!iG
iSg:...=:
f~lil~
::I~=>~
i~~:g
~ll!I:!~
~~....
~...",
a~~1
~
I
..
z 0...
Il~~m~
~;1j!;lt:~
~/!!!t.....
~[l;:;ii1!g
lIliJIIlS~~
~2ii:!D.Ul
. ~t~lll~
111<.........
~~~5~~
~~...l!il:l~
ZUUDo::Za::
Uii~~5~f2
tal ~:la..w~
... ~ "'~
~~.i5~I1~
..e:~~ e;d
~:gt~j~~;
zi!lf!!!~Uli!l'"
i~;~l!i~~!
~g~~~~~~1Il
!OwaQlw:s-,~
. j~:l!!~I~~~
ar:~~:Wi!~S
~1ll!iljE~:::Ill'"
-ill
....
~
l!l
!;j
~
z
I:l!
~
..Jl1.I.S.'Od._____ ___
1.-------- ~ lJVl __
~~ --~~~~-----------
l---P-
11YM '!JlI >
'"
--n:b~---
I I
~ r
I
8 -
...
---
L.
l..
~ .9 -
.Zt-
'1=
Ii: ..
t~ I [-l:.. ~ "
lJ~ ILJ~
L_)~ ~
~~~0\\ ~
O;:d'O!~:Z \
~ i5S::l; r1a
::l!i~ci
~'fo~:.. "7
lA..aft;
. ~!l;:~~
~~a
~15 '~z (
...!;l~...,..,.
\j
.
g
c
c =
~ ~'I- i
.~;!~'i:;;: ~?'
II /7
· '!ti,d ~
l\.v b",
11= ~n I ,1 ~
. li ...'..1.: .~
::- ..,..,.' w
..~~ ~- t~ .~ r~ -
I ~-."; IV l
~;~ --- 11 ~ ~ ~!iI ~~Ol
i0J0Z C-- i~ ...~~ ~)\
3~~ ~g / ~ /. 11i=~
....::-<-! --'- ~
....it~
- -L if.\Wij!:. t l rr:l~ ;J?,,/. _
~ '.~!iii;i;!: . .~".."....,~' :T7.,.:...:,: H
WI!!II!f:. .,',.' ;.;.. ";', -:: :.." . ',-- .. I" " ;', , '/\:.f :',>, ,. II
:fMI' >\ ~ .~: ':~;~J ~ y , :~:::': <~:: :\: t~;: . .. <~.:;:~:~::>~::: II
.,.:......., .... ,. '" ".. '.' '.'. ,;>~ : ,"g. ::.. II
t jf: >t)~:l;~~~')::?': .~.;:;; '~,:::~~:\~,i .~:;~.~:~:::: ::
i ~". <,~.:..:~.7}:~.; <";~:~~'<~~;.;:.'~'''': ::)(:(::t~~: ;:;< II
. "'.' ..,.. ,.,:J ....~',.. II
. . " l.r -J " ':ir(;ti:(:\'~i~A:1~.:;"{~"): ~ _
pd .... ..... ~ ';:.:::""';11.' dU. ..~... ...... II... \\ > :"t:: .
______~..~\,~91 ~~:, ; .\.:~\ :. II
,. ,r_ '. . ~
d . ...." . . s:lNIMVIIO 5N1llllNlflNl 335-. : :,
. .....d. S3l1lY^ !HfJllH ,H31SY'\'d ': "
:: - :---:-.:-.,...<" il ,:,:;".t':~i
; "''';'."
lLr. ~
""'\ ~I II
1II::1
;i;
ili~
=:i!
:gl;l
~~~
Z~e:
:i'
t;;~!
~~~ -
~ ~--
~ - l-r
i!:1~:~
~::~5i!'
S:'l~::l
~15~!€~
ili8c;"~
:g~15l'5:;;
~~~i~
::It!1ii!l;:l
~
x ~
'"
i!i.
..~
fA,
tl~
jl!:s
a::i
~"'
910
g
L-
~
...
o
~.
~
~
- -""-
-
~~
u"
..
I
ii
,. -
~ ... -
~ 3 ~
~ :! m
III I Ul C =
S ~~
... i .
f ~~
d M"'":"
t; ;.,~
:;; i!'
..::;~
.-
/"
~
,
=:+..
/
/
..........
Iii \'
1--fF-!
c
~ c
~ ~
r
.;;'.:~:
b
"j
-+---~
z
~;;:;- L
.~ =-ow)
15 - t!..
~j '" ~~!l....
@r ,
~
"
.......
'-.. . d
" I:! .JY; ::
..
r H{ '\
..
,'".....:...:.:.','1.
-.... ............::...::..:.:.,!
I ., ,
" ::,., ....
'l:,\ I.'
" " ':',. ", "
~ ~~ i
~ ~G ~~l!i
~~Sl!:!!l! ~3\l1
I!!l'liS~ ;Ie::
i",;iiilj l!i!!li!'
~~ililt.... iIl:;:~
;iu!::15~ i!o~
.. :~~i~ I~~
~ ~5;1i1 il~
~ iili!1ll!"'t; 'l3j;l
g I!!ozll:!l liigo
Z 3~~;~ l5i~
~ !3-<~l!i ~ ~
z ~~~;~ !U
<( "'Ul...i!'Z ~6:!!
.... ~d~; ~~..
(J) ulI!~d" f..m
l!il!i-ulg ...lDa
l= ~\j!~g ~~g.
W "'~~ItI.. l!i"'lll~
~ l!i=: -<~ ...tlll~
'- .!~c;~~ ~.... ;!
z l:l~86 l!~::I'"
I t' bi:!~~ ~~d
~!il
zO
~~
<::I
...<
I!
"':;;
.....
i\li
~~!:!
!511!
3<
~~
o
Cl
If')
.-
I-~
wW
wP=l
:::ex
V)~
...0
...0
.- .....
ClC\.J
ICO
COCJ'o
Cl
I' -
...00
.....2
C\.JI-
D.:~
<I; a
V)~
a..
.......
C\.J
Cl
I
.-
Cl
.....
I
V) ...0
.....
..J C\.J
<C 0..;
I- (J'l
W <l;
J:::I V) -
l.:l I
z .......
..... <1:
u
z C\.J (/)
W Cl
L.... I U
Cl
..J C\.J
Cl
<I: I
I- ...0
Z .....
W C\.J
X
<I: a..
:z: <t
~
CJ vi
"- ....... >-
..J ~ I-
2
...J V) I ::l
<I: I- CJ'o 0
~ ......
2 ..... U
::l. ...0
l.:l I :z
:z: :cl"- ......
..... V)C\.J a..
:z w
..... ....... a.: z
<I: ...J
I- l.:l ~ Z
W 2 W
~ W V) ::c
-
(.:l'-
z.
zOo
<(Z I
I-(/)_
W..J
O::...J .
<
;:t~ ~
~.....=~
a..w<
~o::~
NlO
lO
~~
o
:c
..;
-'
ci
d
ffi
CD
~
;i
o
Iii
~
5;!
9g
l!~
" .....
~~ ~
IS~ ...
~~
2i~ !
~~ ~
~~ ~
~:s
~~
~~
~?i
~t
...~
i~
...
lee.
~~
~~
'"
tie
~IS
I;1ti
~~
i~ ~-
~~ 0
- ...
~!
l!l ~1
~~ ~
..l
~
VI
:!!i
~
a
3
II:
l!5
~
(/)
...J
...J
<
3::
::l
0"'15
i~rl
~!ia;~
"'~~... ....=
~e! w
~. ~ Ct:
i~~~ --1
.. f5::S~t; -I
<..:> "'~lll!! <
~ .~~~G
~ ~h~
<( ~;<iiil
a.. llsjliij
w ili",l!!<.
~ lIli:i
w ~~~6
u.. ilii\''''~
...J ii5~..
~ ~~!:!:
z ~~o~
W ~~~!:lg
::2: oi!<IlI..
< ~~9111~ 0::
:z: ltull!;i1lJ W
gs ~bilii!l :n
<
...J
a:::
:z:
o
i=
<
>
W
..J
W
W
(..)
:z:
w
u..
~
~
Dl
w~
b~
z ~'"
150
z tl~
o -<i
i= ~lii
w<~<C
u ::l~
Z a:: <0
Ww ili::::
u.. < ~~
u.. "'lji
<i ~~
I- ~!1,!-
Z (.:l 'Zri!
~ Z 0\3
< - iiu
:z: g 1i1:~
O::W-I
03;'l
...J
...J
<
3::
<..:>
Z
ZO
<(I
1--
W
0:: n
...J -
<
~~
0...<
~~
^
Cl ~
UJ
l- i
0
:z
~ ~
w i
-'
(5
Vl
'!.
L
0
>
..
..
Ol
..
.. .;
.. t: C
C d :;;
2 c 'Zl
.. ..
.... ..
0 III ..
1'l. :>
LLp
,
,
---
---------....................
- CSAH 19
--
--
--
--
--
--
----
--
--
--
----
--
\
r
/
(
\~
L6
0' 20'
___L>.~~H lq WS
------- ~-
5.32.5Q c... _ - - - - --
--0
ON SHEET 68 .J0~- - --
ITYP ) -- L ------------------- -_____
. ~..:::::::::---r--- .
....---=--
, 10'5.00 _0- - --
-.1.------ \T-
..---'
---
--
--
--
--
STA. 6'IQ.81
107.
---
-----
- - - - - - - -,
.5' P LASTE~
----
----,.---___ 108'00
> CSAH lQ ES-1 --1--_
..----....---
'-
. -'-8-
'-'_ 109.",,,
. . -f . ':"Q.
--
-.
-.
-.
::7-----
2.5' PILASTER
30'
PANEL J
-r":": -=- - .:::..- -.:::..-- -
,
DOWEL JD I NT
30'
PANEL C
30'
PANEL 0
27.22'
PANEL F
31. 55'
PANEL G
31.5'
PANEL H
31,5'
PANEL I
'l56.32
PROPOSED GRADE
OF SIDEWALK
'l64.57
'*33.32
RETAINING WALL NO.1 ELEVATION
RETAINING WALL ALIGNMENT TABULATION
DELTA AMlLE DEGREE OF CURVE. ARC TANGENT RADIUS ARC LENGTH EASTING NORTHING DIRECTION OISTANCE
446561.3656 140'11'1.7784 HAl 220'54'52' B,il00ll
446561.3656 140'11'1.7784
68'45'18' 143'14'22' 27.3655 411.B008 48.1l8ll8 4465'l1.6288 14118'l3.6224
446543.4713 14118'l'l.1I742
446556.2842 1411874.8'l37 NAl 152'114' 53' 117.2234
446611,17112 1411771.3135
111'52'44' 1l'3Il'1'l' 47,42115 4'18,1l8Il8 'l4.5558 446171.131l5 1411538.1418
446633.3732 141172'l.4121
446647.26'11 1411684.8734 NAl 342'57'54' U001l
446647.26'l1 141l68'4.11734
15'114'116' 17'42'48' 42,7861 323.5IlIlIl 85.11784 446337.'l782 141158'l.2764
44665'l,8Il6'1 1411643, 1655
446661,2787 141l6B1l.41147 NAl 178'111'43' 6Il,0IlBII
446663,3427 148548,4482
POINT CONTROL POINT STATION
L1 BOP 4'54.5'1
U ~ 4'54.~
RADIUS NIA
PI 4081.'15
PT 5'82,5'l
~ 6'1'l.81
RADIUS N1A
PI 6'67,23
PI 7'14.37
7'14.37
NIII
7057.15
7''I'l.45
8'5'l.45
RADIUS
PI
PT
EOP
'l61.50
'l55. 07
C2
L3
L4
C4
L5
L6
C6
L7
L8
SCALE I AS NOTED
Slr.NI\lURE.
lYPED lR PRIMlED NAIE.
DONALD W. STERNA. P.E.
H
RETAINING WALL PLAN
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 I S.A.P. 216-101-02 I S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
plotnlOme
3/25/2004
FilENAME. t,\OI388-00\Cod\Ret WoU\1388r-w+Sht67. OrCi\lE' 4/01/04
LICENSE IlJlIllER 1'l103
user name
DESIGN ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SuPERVISION,
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESDlA.
RETAINING WALL ALIGNMENT TABULATION
CSAH 19
y
POINT CONTROL POINT STATION DELTA ANGLE DEGREE OF CURVE . ARC TANGENT RAlll US ARC LENGTH EASTING NORTHING lllRECTION DISTANCE
L1 BOP 16'57.511 446'l84.3688 140]51.83'l1 NAl 'l5' 45'22' 15.0000 I
L2 PC 16072.50 446'l'l'l.2'l32 140150.3347 /
RADIUS N/A 17'B5' 08' 136'25'07' 6.30'l0 42.0000 12,5244 446'lQ5.1l80'l 1401118,5465
PI 16'78.81 447005.57114 14014'l.7820 '--
L3 PRC 16'85.02 447011.3846 140]47.252'l NAl 2'l2'50'2'l' 0.0000
RADIUS N/A 41'35'20' 57' 17' 45' 37. 'l754 100.0000 72.5864 447il50.2031l 14023'l.4111 --
C4 PI 17'23.00 447046.3821 14ill32.5115 -
L5 PT 17,57.61 447082.3427 140144.7167 NAl 71' 15'\l'l' 48.4213
L6 PC 18'06,03 447128.1'l50 140161l.27'l1
RADIUS N1A 87' 23' 3'l' 07' 0'l' 13' 51.7532 800.'l440 103.3627 447385.6156 13'l40!.82'l4
C6 PI 18'57.78 447177.2024 140176. 'l124
L7 PI 1'1'0'l.3'l 447227.'l428 140187.1005 NAl 258'38'35' 0,0000
-
...
----
...
..
.,:
......
.rei
-=-
N
M
!!!!
------
-------
l:;!i
... UJ
--
0'
20'
FRONT FACE OF WALL
37'
-_._-_._-----~--
.
I > cSAH 1'l EB, 118'00 1l'l'00
. 117 '0~ _ _ _. _ _ _ _ _ _ _ _ L _ _ . _ _ _ - -\- - - - - - G-. -' - . -. - - - - - - - .1-. -
---------~-.t_
RETAINING WALL NO.2 PLAN
'187.20
'l'l3.35
'l'l2.'l0
'1'12.46
DETAIL A
------ --
PROPOSED GRADE
OF SIDEWALK
H,13
H.13 H'12 H.15
'l82.75
'l81.50
BOTTOM OF FOOTING
DETAIL B
RETAINING WALL NO.2 ELEVATION
3/25/2004
FilENAME. t,\OI388-00\Cod\Ret WoU\1388rw-2-Sht68 oOl\TE' 4/01/04
LICENSE IlJlIllER 1'l103
H
RETAINING WALL PLAN
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A,P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
plotnome
SCALE I AS NOTED
Slr.NI\1URE.
TYPED IJl PRINlED NAME. DONALD W. STERNA. P.E.
uset"'nome
DESIGN ENGINEER. I IIEREBY CERTIFY THAT TillS P~AN WAS PREPARED BY liE OR UNDER IIY DIRECT SUPERVISIDN,
AND THAT I AM A OULY ~ICENSED PRGFESSIDNAI. ENGINEER UNDER TilE ~AWS (IF TIlE STATE GF IIINIIIESDTA.
RETAINING WALL ALIGNMENT TABULATION
POINT CONTROL POINT STATION
L1 BOP 18'88.24
PC 18'88.24
RADIUS NlA
C2 PI 1"1'17.55
L3 PT IN2,24
DELTA ANGLE OEGREE OF CURVE. ARC TANGENT RADIUS ARC LENGTH EASTlNG NORTHING DIRECTION DISTANCE
447255.7658 140062.5812 HAl 247'25'26' 0,0000
447255.7658 140062.5812
55'14'58' 102'18'50' 2q,306q 56,0000 54.0000 447234.283q 140114.2."171
447282.8306 140073.8235
44728"1.0205 140102.46Q3 HAl 12'18'14' 0.0000
plotnome
SCALE I AS NOTED
user nome
SIGNAlURE.
DONALD II. STERNA, P.E:
TYPED IJl PRINTED NIVE.
DESIGN ENGINEER, I IIEREEIY CERTIFY T....T TillS ~AN WAS PREPARED BY ME DR UNDER MY DIRECT sUPERVISION.
AND THAT I AM A DULY ~ICENSED PRDFESSIDN~ ENGINEER UNDER TIlE ~AWS OF TIlE STATE OF MINNESDTA.
3/25/200.4
FILENAME: t:\OI388-00\Cod\Ret Woll\1388rw-3-Sht69 oOl\Ti' 4/01/04
L1CEHSE IlJIllER 1"1103
'-
',-
''-,
PARKIG LDT
,.,./>~
'-',- "- /
" ',,- /'
, .~ /'
" "
/' ',,- /
1"1 EBJ ',- ',,- ,/'
^'''-'''- ~'>(
, , "-
"-.,/ ',,-
.... "-/ .
~ ..J',,- "-.
"-
.
'\
.
'\
"-
',,-
',,-
',,-
',,-
'''-,
"-
,
,
SEE OETAIL A
SHEET sa (TYP.)
~FRDNT FACE OF WALL
H
RETAINING WALL NO.3 PLAN
2.5' P I LASTER
13.5'
PANEL
A
13,5'
PANEL
o
qa2.41
~q81.80
I ,-"181.18
,'180,57
"17"1."15
PRDPOSEO GRAOE AT
FACE OF WALL
PROPOSED GRADE OF SIDEWALK
AT BACK OF WALL
RETAINING WALL NO.3 ELEVATION
RETAINING WALL PLAN
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 /S.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
-I-
/
0' 20'
SHEET
NUMBER
I
~ t
~ N
M N 1/
~ ~ N ~~ .lIWALL EL.S ,.; L3
M N ice 1t'l..J ~
~ ~ SEE PLAN . ..J
... ~ ~I . ..J
...J !!:<i
:8a1 ~ ill \ Si . '"
. '" i I" r-- I- FINISHED M /
~ ViEE DE'''' , 0..... N:!;
.... . GRADE. SEE ./L2
S ffi SHEET S8 (TYP.) S "'0 Ll
PLAN , G 0...
, 0..11)
0..11) L2~ A' .
0' 20' '~ - 0' 20'
CLR.
'--FRONT FACE OF WALL L3J "5 BARS 1112" . ,- FRONT FACE OF WALL~
LI Li!!
"- :<0:-
FINISHED ;; 30'
SEE DETAIL A
3S' GRADE. SEE - PZ22 SHEET SHEET sa lTYP.) ~) CSAH 1'1 EB
PLAN"\. , PILE WALL
T
) CSAH I'! WB~ ..........:.-:--::.-::-...:.:-...:, - - - - - -- ---- ---------...-------------
:w -------- ..---
----
-.. -.. --- .._- -..-.. -- -.. -- - .. -.. -: == = = -: =:=: = :=:-~7"...:..--::--=--=--=---=------. IS) "Ii ) CS~::I~~~J------------
------------------------c) CSAH 1'1 EB . l\-
N ,. X 3' SHEAR STUDS.
SPACE II 22' HORIZONTALLY RETAINING WALL NO.5 PLAN
AND la' VERTICALLY
RETAINING WALL NO.4 PLAN ic -,,,,
- Gt--
2.5' PILASTER 2.5' PILASTER 2.5' PILAST.R 2.5' PILASTER
Ir I 112, -I
30' 32."l' 32.~' 30' 30.75' 30.75' 30.75' 30'
PANEL A I PANEL 9 I PAI\EL C I PANEL 0 lYPICAL SHEET PILE WALL CONCRETE FACADE P~I PANEL 9 I PANEL C I PANEL 0 1 PANEL E
~S' CONCRETE CAP NOT TO SCALE
"l80.50, CJ8iI.50
S' CONCRETE CAP~
I TOP ~ SHEE;';:"lI:GJ- ~ '178.50
TOP OF SHEET PILING\ _ r'
"l76.80 __ _ ~
~ ~PROPOSED GRADE ~ "l76.00 ---r--~-t- "
~ ~ "l75.00 ~ rRDPOSED GRADE V"l73.52 1.....-"l7..~" "l75.00
'174.50, ,
V"l73.8;; V-"l73.60 V"l73.12 V-"l72.63 I '172.S"l, V"l72."l1 L,,-"l72.BCJ
R'
'171.3"l...! "l70. 3:J ~JTIDM I L ~lJRtTr ~ \.:-: '17".36
III II I I
~BDTTOM OF CONCRETE '\:"l72.04 '171.96
"l6"l. 54
'l65.CJiI '165."10
BOTTOM OF SHEET PILING--' BOTTOM OF SHEET PILING
"lS5.00 '165.00
RETAINING WALL NO.4 ELEVATION RETAINING WAU NO.5 ELEVATION
RETAINING WALL ALIGNMENT TABULATION
POINT CONTROL POINT STATION DELTA ANGlE DEGREE DF CIJlVE . ARC TANGENT RADIUS ARC LENGTH EASTING Nl)RTHING DIRECTlOO DISTANCE RETAINING WAU ALIGNMENT TABULATION
LI SOP 23'56.42 447688.7'li15 140223,8617 HAZ 88'55' 36' '13.7574
L2 PC 24'58.18 447782.5314 140225,623"l POINT CONTROL POINT STATION DEL TA ANGLE DEGllEE OF CIJlVE - ARC TANGENT RADIUS ARC LENGTH EASTING NORTHING DIRECTION DISTANCE
RADIUS N/A 01'1'1'01' 04'06'32' 16.0251 13'14.3'l50 32.8488 447756.4112 14161'1.7743 LI BOP 23'I"l.0l!J 447656.875'1 140145. Q3'l2 NAl 85'44'4'1' 122.2240
C2 PI 24066.20 . 447]qs.5537 140225, 'l241 L2 PI 24'41.22 447778.7633 140155.0034 NAZ 132'35'52' 12.0000
L3 PT 24,82.23 447814.564'1 140226, 5'l25 HAZ 267'36'37' 0. iI00iI L3 EOP 24'53.25 447787.5'l68 140146,8812
plotneme H RETAINING WALL PLAN . SHEET
SCALE. AS NOTED STATION TO STATION NUMBER
SIGNI\l1.IlE. TYPED III PRINTED HAlE. DONALD II. STERNA. P.E.
USer nome ENGLISH UNITS 1%
DESIGN ENGINEER. I HEREEN CERTIFY THAT THIS PLAN WAS PREPARED BY "E DR UNDER "Y DIRECT SUPERVISION. S.A.P. 27-619-18 /S.A.P. 216-020-02 / S.A.P. 216-101-02 / S.A.P. 216-108-01
AND THAT I .... .. DULY LICENSED PROFESSION~ ENGINEER UNDER THE ~..ws OF THE ST"TE OF ..INNESOT...
3/2512004 FilENAME. t.\OI388-oo\Cod\Ret WoII\l388rw-4-sht70 OCATE. 4/01 104 lICENSE IlJIllER 1"lI03 HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821 150
- -
0 C\J
I ro
ro 0'
0
-
I d
..0 :z
ru I-
0.: u
w
....; -,
Vl CJ
0<:
0-
"-
C\J
0
I
8
-
I
..0
-
C\J
0.:
<i (J\
vi .....
"- I
<[
C\J (/)
0
I U
0
C\J
:z 0
<C I
-' ..0
0... ru
0<: 0.:
CJ
I- <i
<C vi
U
CJ "-
-' , >-
";<'---\'1_ ro I-
-- <C Vl ..... :z
w l- I =>
Ii""" 0<: Z ~ CJ
.\1 <C u
=> ..0
l.:) I :z
~ ::c ...... -
~ C\J 0-
I- W
, :z -' 0.: :z
\! <C l.:) <i :z
0;.:. -' :z w
.. '0... W vi ::c
:c
~..~....;-
.""\ Cl,;..r'J~
.,
. -:G"
o
-l~
1.31,..1'"
;- . ~
~:l\
H~
~1!>
':to...
;,. r
\:)
'"\.'\......"'~y~..,"'I...rr'1
"-',,-,
",.'"'-.
''''''
L....
...k~~.~~~'^""^""'^J"" ~t) () 0 o~
.A.'^-....,..,..O\"....A...........J~,..".~..__...-. ......--... --.... --..-
.-,--;::;:- --
;;::-......::-,.:.t::=;""-;.:..-..
..----"
.......- --
.,.-..--
1""
~---....---T..---.....;~
: ....\
UdJ i ".I
..... r.oJ
j1
<{
w
~
<{~
~R
1-<(
~~
..Jw
o..lIf
'IJ · · · .._..
...---................1....___ !rI"" ....."'"\., "-.'~::--
___ v<: .~'Y'V"""V'YY"~~"
......-v_....,.."...,.~' i : .--i
L...... .....,..."........... .... __ ......... _.
,.. ~ ~ ~::..--...--
--
~.., --- ,.-"--
::--:::::-- .
_::..--::: - .,..' _---- (T . f
.,q . ~_,-l. : _' '-l--i--r' ~
,vyr" i....,;.-...-: J ~
,r <-/...-....:~:..- I I I + r
1:.....: c":---! ! I! Iff'"
-.; ;''-1~~ ...~~......
~ ! ; Iii ,
, !; : : I:
! t:I : j
, ,
if i
~'ljl i '/ I
~' I /
~. ~~: ! I
" ~ ..A.~..; ,j ,j/'
1'/0:4:.,
0' \ ~. .~,t~A.L Ji,
\ \ .=---=-_.1 ......................:...:.... ~~-;-f
f.j \ \.. OJ Lr -"'-"-':::71 \! /'
\i .'--j.....----'--.t......~..~...... J > i ,
\" r.. ,..-..-~...... ""j t~ '
......... + R:' :}_
\ .......... ~ 101.1 . .
i ' '1 1 ("'-.... {)) ~_.J..~. n I ~" I
.. \ ~'" I ; tt, --./. 1 : :
~. ...\,..-....... / 1..L.5r~'o 0 .... "", I ~l
'. t:i Q I ) ,,:..~..;(;J:.=:::.:;..~......,..-.+..l.
\~_ v I iO/i ~ ',r''''' I!
\""" )0 :....1 ~j I:) j
\!: l' , t:
"l.. r-) i \", L._......__.._. ~ I I f
\\ \, r....~..... Ol ,...1 fi
-,..~n_.4----..n-._...:..." -....i.Y'..,..~""-.,......... 1--.-... " I
"' \ '\........! :::::-..7-...-.---...... .._...._nn~~........-:--ll
.~ i ---....( i,
.4 . ....... -:-.f::.".:::;--.~ \ - _ . . . .
" --- - - .-- 4 \ \T'" --.--..., .
. r i~, ,-.- .- \\'.\.Oo~\'! ~A<_ I
i ": .\ l .;;:'Jtd }-__J.._
+; rr....--l........mJ \ I "~.:. !+
, 'r I \\ ,~.:...._..I
; ~;:;) 1..".' '~""I.'
.. : ~ 1 . "'"'i'''''c'~'..i...'''
.. . ~ 0" \
1 I i'.l L......___.....! \ I
....../' : ){ ~n \ \ _--.-\-.L, 1
.' , ~. ~;:;) cc< 0 ,\.... '
// i / < " P,d 'f'-' I 8! I I
JM. : / i No 1~ "\. _;"4 ...J ~.
~ 't' / < SO'...... '\1 ii . r-' 'V
./ t 1/ i I 0 -1 ..z ,
\ V/ ,}t f n .....-j-r'1.:.'.. .- ~....---1 "'m\'~---
j '1":' 2C~ -;..l
\) /., :,:j ".I_,p,i \'\1
... /' ! I I. ....,d .,J ~
.(V ,:.J:~! j i . ........ ~~ \ \
< '1' :}, .) . ""'''''' .. j! \ I ,I
.~ ~ \" " ! ?,~I · '" ~ .:.^- 0 1\ \1
" .ll.... .... ~ ~L I , ' \
""--- .f-r.. : <( 2S9 __~-11 I.
"l-v/ L3..-Gt'i L... w..... ......- .........,...-.. ...m...~ \\ \.
i.rQ'-J J .... --IL/;J;\ , -.--~..:::-~-:--::-::-.:;..:.), II '\
,- ....- ....---V +, j .. ~ '(Iv "-_ ..:::..- + L~"'\ \ \1
J' L.._... --~..~ ,//"~: -, r---~ti 0 \
~j '~r~~i-:('.\\-\'
-...- --..J w Cr-J I \nl
rOo/ 0.. m I I C.....--............-- .. i '-=1\..1
~ L.J ! -"Ii -;;.~
1- ,. ..-....................__.--.l! k,t) \
T.~---r::p'c-l';)--.~....--tj...- - - -GiS i)'" '- -- 'Q- - -':'::::':=-~"\ \
i ~ rJ: r4'...-rr"'""r____~ \ \
i } V_~~..,..r"~ .lA
:'Jr:60
Co
P,d
uo
'"
.....-'it
Sf!M~"I;od
rI
1-0<:
WW
wlXl
::c::E:
VI=>
:z
:'i
""
~
~
.J
~ i
..J
Il..
Il ~
Q
l- i
<{
U
Q l!I
..J i
<{
~
<{
~~
I-~
~~
~2
I
...
~~
h
1'1;1;
" ~
!is
h
!lii
3~ 15
Its !
~.. tg
o~ ~
I!
..~
i~
~~
%
!/!u
~~
~I
t~
eo
...
e15
15ft
:till
i! ~
I~
o Ii!
1( i!
~
~
'"
~
l!
-'
Cl <t
Z
~ ;;:
I
0 co
:z Cl.
d
~ U
1ft
...
C
~ d
-'
,
5 ....
N
(/) B
;!;
..
.. 7! N
C d '"
~ C N
.. L L
..
0 In d
'li. " :E
- -
OC\J
'co
co <1'
S .
'CJ
~z
C\JI-
. W
Q..w
'J
<I;CJ
VlCl!
Q..
U~~
d~;
15il
,!ill
lUll
~(!II I~
1!ldl!1
IldlUI
.
.
--\6\
\
~.--'
\\~ - \ \
\ ~- ~ o' 2'~. i ~ _ \\ \ _j
\ \ M==ii:mrj h,f",~- iiI
\ '. J r !lim~! WI j ~~ .... .
, ; \ J" \ ,
! jl \ \ !!'. \ \
1 · i \, ).\ \ \
' t. '". ,
} !;. \ '\ 1.;\ \ \
1- \ J,\ \
r \ ' j I ~\ \ \,
... \ i'~\
, \lh \ \
1\1 j \
;. j \ ,
\i \.\
~ \ \,
S \ ..
i \ \\
. \
i \ 3\\
J 1 .
l. \ S
.:. , .... 1\
\ .
\ I ,\
'J \
...
!l
I-
Z
W
:::;:
W
L:l
Q!
<l:
-I
Z
W
a..:
~
Vl
'>-
coS;
Vl-::J
1-'0
......<1'w
Z;:o
::J1Z
:r:.......o:
VlC\Jw
...... 'Z
-IQ..z
L:l<iw
i3v;:::r:
ti i
J i
JI .
~
S
w
Q
~ :r
~ 2~
~ ~r
~'~i~i
~h'i'
~~~~~i
~
Q:i ~ t t ti
~a~aa::l
..J
\
\
. i
\ U2l~
\ ,~~U
\ ~i~~~
\U~~g~
u'~r
~~hil
\ I
.
!
III
~ a.-
I cd
~ ! .
:c
\
~
I
l!l
f
-"''77'>()~) (J V
v. U '-. j
<:/0
<:/0
<:/0
<:/
<::::;<:0
<::::;<0
<::::;<0,,-
<::::;<0
<0
o
""@
/
~/
,
........---.-- /..,,,~::.:._.._- ---
_" ~~, m. _ ,/'
'.m... i':. ~
'''~'~~<(I2I1 ~ ~\-.- ", _
a .' II.___'~ ~,\:<!
- .. /,/ ~I. -1-, :' ,
I ':.L--! j. . 'i :
"-"-.~. .,...". ,
- " /' /, '" - I ,
- ! 1-"1/: ii~:3t lIt ~ I
'/'~/'., ii' ~~. ~ ~ . I ,
/}/'~ f I ~~!nq j ! 1 !
II ! ! Ii; 1 t
t ; l. .. ~ ~ !!..
. . ... ..
. ... -
1-
.;. I
'"
\
\
Cl
~
o
z
VI
...::
co
.
11
..J
~
i:
I
..
0.
..
U
..
"IS
:i
..J
I
....
N
g
~
~
VI
. "... ..
. ".. "
.. .It.. .. ..
. "
. ,
<I ,
<I .." .
.'.<1..... ..~ A.
.. .. .. 4 ..
4... .. 4...
..
"
"
c
...
~
5
c
L
:l:
"
;!;
Q
N
'"
N
L
"
:E
A.
A
. A.
. A .
.. i
Ii
i :
\ \
i i
I!
. I
Ii
\ i
I ,
, i
\ \
I .
\ \
\ i
, i
\ i
I ,
i \
, \
\ i
I .
i I
i 1
II
1 I
I I
\ '
I \
I .
\ \
I \
\ \
\ I
. \
\ \
\ I
\ \
\ \
\ \
1\
\\
\ I
\ \
\ \
\ I
\ \
\ \
1 \
\ i
\ \
\ I
I \
\ \
\ \
I \
\ I
I \
1\ \
I
\\ !P_
I \
\\ '<t
I \ - w
\ \ ll!
\ \ '<t
\ \ 11.0
\ .
\ \
\ \ "Z
\ \ 9
\ \ l-
I \ U
" w
\ \ /d)
\ \..... z
I~ ~
....."\ \ w
-- \ \ ~
'\ ll!
\1 0
- \ \ ~
I \ Z
\ I '<t
\\..J
, 10...
\ \~
\ \
\
'I-
\~
I..J
10...
in
'<t
!W
'll!
'<t_
I '~ ~
/ I .
I I .
l 1--
II ~~
/-/ ~M
." ....
/- .--
/;/
\--
! J CftIE '1'1 !ao all9 -......,
aNI' H::l!'I'\oI
~
'ii
I
e
e
di I~i ~
5 ~d! i
z I'l~;l-, ~
0.-'<1 ;z:
Ul~ I
~ ~~~~ ~
I- ..~5 M
z !~~G ~i
~~n ~~
I'. Nl~3~...._
S.';'.~"lOd
- !
i
II
'I
-.,
I '
!
- i
, i
\ i
- \1l
i \
\ i
-~
,
1\
, i
\ '
-!l
!
\
9
!l
~
j
r J
i =
J i
)
i
I
i
i
.
i l
..
~
r ~ ."
d):!~~
~~Ij
> J .
.. .lI L
d)-
...I .0
<{
...
~
w_
Il 1!
~a:e:ll
~
II
.:: ~;~
o .-5.,
% ~Q~
;ll:t...
<( d~
I- l!~
~S3ti
t- ~.oII!~.
ll;:l",(
le~5l!l
lI!lh~
~
1\1
U
d)
'"'
)-
.. 5~~ ,
d) ~MO ~
to- ~~~t! ~
Z &~;l~ ~
i.i~ !I
~hi i
,~.... ~
to- ~.~~ 2<(
~ !i~~G ~W
..J hn ~~
ti
z
..J
..J
~
.-:
~
d\
-(Jl
J! i
n:
~ ~
, l J
:! j ~
J !
l
~
J ~
J i
:;
;I
'ii
J
t
2
8
w
o
~
~ 2~
~ ~~
U..~)-M~
Gt~~!
~il~~~
S:~li~~
~ )-
Oi~t..~
~aQ~~~
...I -
.
)
zJ}
w l! ~
~-l
liJ~
~
w
Il
w
I!i_
~ i .
udn
~
"1"1\1:" UN]
~;'6!;+9 ld
'"'
ti
z
/:1
i ~
I .-:
I,W
11(\1
I I lit.
I I
11
1 I
, J
f 1
f!
11
11
11
1 I
I I
I;
I '
, 1
11
1 ;
II
I;
I I
I I
; ,
, I
Ii
I I
i I
I;
~ ; i
I I
, ,
. ,
J,
I I
i I
I I
i I
, ,
, ,
i I
I I
i i
, I
Ii
I,
I I
I I
! I (),
if in
1 II ~~ ~
! I! lJ'<tQ
I, ~_
!I -Bl ~:
I, L 1--
ii ~~
I I CftII 'I'1!aO all; - -1 ~
aNI' H::l!\fW IL ~
i :
, i
in
'<t
W
ll!
'<t
&'
(S
....
I-
U
m
i
W
:r
~
.....
~
~
~
l-
i, ~
S~
t
~
{f
!!l
"I!! ~
to- ~~~~ Is
z ~~Ili -'!
o -,-' i!i
O. <I II
Ul~ 0
~~~~ Ii
to- ir~5 i1
~ a!:~G ~2
h~~ A~.. ,_,
-rl"Jp\ U?-#..J
UO-Sl-l-m lGd
.
\
d\
(Jl
~ ,
, i
i i
--i-I_
I I
~ . I
~ ..1.1-
. ~ iii_
i I ~
I I I
I I
I I
i I
i I
II
i I
i i
II
I \
\ I
I i
i i
i i
I ,
\ \
II
I i
, i
II
1\
! i
I,
Ii
. I '"'
" f'I
\ '\ 2
I -J
i' ..J
!' ~
'II .
I I-
'I ~
I: .....
: I z
I I <(
" ..J
II 0...
, I
!I ~
, , ~
! I-
/1 Z
" '<t
I! ~
I I
II
.II
I
,./
l ,.(/
o ~/
~ ///-
. ~ /
I //
i .I
II
i I
1'0/
I I
il
t
e
~
e---
..-.---
I
i
(j)
<\
~
-
II
~
1\1
~
P
'<t
~
'<to
~?
1--
~~
..J<l
o...M
'"
I-
::z
w
X
w
L:J
0:::
<I:
-1
:z
w
OCU
100
oo(]\
C)
- .
la
~::z
CUI-
. U
o...w
<i,
. a
"'0:::
0...
....
cu
C)
I
8
-
I
~
ru
~
u
~
~(J\
vi.....
olI
~
lXl
~
....I
<[
CUCl)
?u
C)
CU
C)
I
~
-
cu
a,
<J;
'"
....>-
001-
C/.l-::Z
I-I=>
...... .0' au
:z -
=>'f:z
:cr-........
"'CUI:i
:io.:.~
L:J<iw
~vi:c
'"
<I:
W
0:::
<I:
L:J
::z
......
I-
:z
<I:
-1
0...
olI
:z
<I:
-1
0...
L:J
3S
I-
:z
<I:
-1
0...
:c
~
'"
~
~
-l
~
~
~
~
...
~~
~~
~~
" ".,
!il;s 8
"w...
i!(
::>Iii
~.~ -!
!rl;s lli
1;;: !:l
SS
~~
;1
~~
f~
ii
q
~s
tel
...~
~~
U~
-1
I Ii i'
r
I
l!I
~
co
.
11
;J.
CI z
W ;:
~ .
..
0.
d
U
~ ..
"
c
W d
..J
.....J I
....
c:s N
...
VI a
8
N
.. ~ ...
E " N
" C L
$ L
.. d
Q .. :0:
Q. :>
PARKING lOT STRIPING DETAil
CSAH 19
:...-
4. SOLID
YELLOW LINE
AROUND MEDIAN
4" SOLID WHITE PAINT
12" SOLID WHITE PAINT
CROSS HATCHED MEDIAN
AT B' SPACES
12" SOLID YELLOW EPOXY
CROSS HATCHED MEDIAN
AT B' SPACES
4" SOLID WH ITE
LANE L INE-EPOXY
':.i;. ~
0' 50'
~
42'
12" SOLID WHITE PAINT
CROSS HATCHED MEDIAN
AT B' SPACES
4" SOLID WHITE
EDGE LINE-EPOXY
4 n SOLID YELLOW
EDGE LINE-EPOXY
J
&
STRIPED MEDII\N
SEE STRIPINQ DETAILS
4" SOLI 0 wIll TE
LANE LINE-EPOXY
"
COUNTRY CLUB ROAD
(---
---
\
~
\
7'1---,--
I J i
I I ! .
J
'.
~
--.J,
(j-==;
--,
\' r n -- F -- -=-=__ ~"'- -n\\~ \\\ \
I _'.J -, 4::c \ Q) J LEFT TURN ARROW
t:
~ @ '"') RIGHT TURN ARROW
<ID ONLY PAVEMENT MESSAGE
~ INSTALL SALVAGED SIGN
ALL SIGNS-SHALL BE FURNISH AND INSTALL UNLESS
OTHERWISE NOTED
LEGEND
--..
e
I'
1/
+
-/"""-----
( +,
~ r
I
r--__
NOTES:
1) UNLESS OTHERWISE NOTED ALL SIGNS SHALL
BE PLACED AS DETAILED ON SIGNING AND
STRIPING DETAIL SHEETS.
2) ALL STRIPING SHALL BE EPOXY UNLESS
OTHERWISE NOTED.
3) ALL CROSSWALKS SHALL BE PQLY-PREFQRM,
4) LANE WIDTHS DO NOT INCLUDE GUTTER WIDTH.
plotnllme
3/23/2004
FilENAME' 1'\013BB-OO\Cod\ 13SSss01.dgn
Dm: 4/01/04
LICENSE IlUMllER 191 03
H
SIGNING & STRIPING PLAN - CSAH 19
STATION 104+73 TO STATION 115+00
ENGLISH UNITS
S.A,P. 27-619-18 /S.A,P, 216-020-02 /SAP, 216-101-02 /S.A,P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO, 9821
SHEET
NUMBER
SCALE: AS NOTED
SICHAlUllE:
IIPEll al PRINltD HAlo(: DONALD W. STERNA. P.E.
user nome
DESIGN ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION.
AND THAT I AM A DULY LICENSED PROFtsSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
CSAH 19
/-
---
- -
4" SOLID WHITE
EDGE LINE-EPOXY
1
1
1
1
/'-"
/
/
/
END CONSTRUCTION
SHOREWOOD LANE
STA 602+55.00
i:!
II')
~
....
"
iJ
/..;;.
~
4" SOLID YELLOW
EDGE LINE-EPOXY
4. SOLI 0 WH ITE
LANE LI NE -EPOXY
4" SOLID WHITE
EDGE LlNE-EPOXY
4" SOLID YELLOW
EDGE LINE-EPOXY
4" SOLID WHITE
EDGE LINE-EPDXY
~
4. SOLID WH ITE
LANE LINE-EPOXY
4" SOLID DOUBLE YELLOW
LANE LINE-EPOXY
4" SOLID WHITE
LANE LINE-EPOXY I
BEGIN CONSTRUCTION
SHOREVVOOD LANE I
STA 602 + 25.00 I
1--
I
.1
I
I
I
I
,
I
I
I
.
. .
. . .
. .
.
---
r_..........
I ---_
4 n sol IOWH ITE /
EDGE ~INE"E~OXY
4" SOL\~ D~LE kELLOW
LANE LI~OX~/
--
C-g
y
0' 50'
r:--.___
~ / I r---,END
CD 'J'--,.EFT TURN ARROW
@ ,. RIGHT TURN ARROW
<ID ONLY PAVEMENT MESSAGE
~ INSTALL SALVAGED SIGN
ALL SIGNS SHALL BE FURNISH AND INSTALL UNLESS
OTHERWISE NOTED
NOTES:
1) UNLESS OTHERWISE NOTED ALL SIGNS SHALL
BE PLACED AS DETAILED ON SIGNING AND
STRIPING DETAIL SHEETS.
2) ALL STRIPING SHALL BE EPOXY UNLESS
OTHERWISE NOTED.
3) ALL CROSSWALKS SHALL BE POLY-PREFORM.
4) LANE WIDTHS DO NOT INCLUDE GUTTER WIDTH.
plotnome
SIGNING & STRIPING PLAN - CSAH 19
STATION 115+00 TO STATION 127+30
ENGLISH UNITS
S.A.P. 27-619-18 ISAP. 216-020-02 I S.A.P. 216-101-02 I S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
SIGNATURE:
TlPE/l al PRINlED NAL(: DONALD W. STERNA. P.E.
H
user nome
DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY lIE OR UNDER I.IY OIREct SUPERVISION.
AND THAt 1 AM A OULY LICENSED PROFESSIONAL ENGINEER UHOER THE LAWS OF THE STATE OF MINNESOTA.
3/2312004
DATE: 4/01/04
LICENSE NUIIlIER 19103
FILENAME' 1'\013SB-00\Cod\13SBss02.dgn
SHEET
NUMBER
N ROAD
. SN\\1,.\10W
plotnome
SCALE: AS NOTED
user-no",e
3/23/2004
FILENAME: 1:\013SS'00\cod\ 13BSss03.dgn
~1&NATIJRE:
Smithtown
Club Road
I
L- END S.A.P. 216-101-02
SMITHTOWN ROAD
STA 299 + 74.00
4. SOLID WHITE
LANE LINE-EPOXY
4. DOUBLE-SOLID YELLOW
LANE LINE-EPOXY I
\ ' I
W :
0' 50'
I \
I
I \!
I I
-::-:;-:;l i\:1 rGJ]
I ~lIJ I II
Jl~:J) I I l~ :i__
\~ ~ .--= I \ :
-~ I I _\ I
- - I --' __ :::;.--
- -.-:::.- --- .".......... + ...-...It-
- - -- 8 -- r
- - ;;.:: .:.--- -- -- "\
.;;.::- / -- \
j I r-- [.~
t/~---.J '-1 "\ i
11 .J~ I 1 1\
'I LJ 0 \
u ,.....--J \ \
o ~ ' .
II-----JO ~ r
~ cU \ r'-'-'~ \ \
l\ \\ 1 r---- 1 ~
---_J \ Ii \ l--~
1-4- + 11. I -I-
\ I I 8 I
I \ \ \
I I _._.~ L___J
END S.A.P. 216-108-01
COUNTRY CLUB ROAD
ST A 499 + 84.00
\
l--
+
111
@~
H:llYM
3I'l11:l:l
xxxxxx
G"I XXXXX
~ NOl 9
XXXX
XXXXX
r-
I
j
i
I
"
4" DOUBLE-SOLID YELLOW
LANE LINE-EPOXY
Ii
\
~
Ii
LEGEND
CD J LEFT TURN ARROW
@ , RIGHT TURN ARROW
@ ONLY PAVEMENT MESSAGE
@ INSTALL SALVAGED SIGN
ALL SIGNS SHALL BE FURNISH AND INSTALL UNLESS
OTHERWISE NOTED
NOTES:
1) UNLESS OTHERWISE NOTED ALL SIGNS SHALL
BE PLACED AS DETAILED ON SIGNING AND
STRIPING DETAIL SHEETS.
2) ALL STRIPING SHALL BE EPOXY UNLESS
OTHERWISE NOTED.
3) ALL CROSSWALKS SHALL BE POLY-PREFORM.
4) LANE WIDTHS DO NOT INCLUDE GUTTER WIDTH.
c
<(
o
a:
en
::)
~
(.)
>-
a:
I-
Z
::)
o
u
BEGIN S.A.P. 216-108-01
COUNTRY CLUB ROAD
ST A 495 + 80.00
TYPED DR PRINTED NAIE: DONALD W. STERNA. P.E.
H
SIGNING & STRIPING PLAN - SMITHTOWN ROAD I COUNTRY CLUB ROAD
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
DAlE: 4/01/04
DESIGN ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME DR UNDER MY DIRECT SUPERVISION.
AND THAT J AI< A DULY LICENSED PROFESSIQNAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
LICENSE NUIIIlEI 19103
GENERAL REQUIREMENTS
EPOXY
THE ENGINEERS INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE
LIMITED TO FIELD SPOTTING. LOCATION AND INSPECTION. THE ENGINEER
WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE
HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY
STARTING AND CUTOFF POINTS. BROKEN LINE INTERVALS WILL NOT BE
MARKED. LONGITUDINAL JOINTS. PAVEMENT EDGES. AND EXISTING MARKINGS
SHALL SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED.
THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE
ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL
CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-
METALLIC). OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND
ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE
SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE
TREATMENTS AND/OR LAITANCE. ON LOW SPEED (SPEED LIMIT 35 MPH OR LESS)
URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING
SHALL BE USED FOR ALL EPOXY PAVEMENT MARKINGS.
THE EPOXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE
PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY
AFTER APPLICATION OF THE EPOXY RESIN LINE TO PROVIDE AN
IMMEDIATE NO-TRACK SYSTEM.
AN EPOXY RESIN LINE 4 INCHES WIDE AND 15 MIL THICKNESS (WET).
REQUIRES AN APPLICATION RATE OF (1) GAL OF COMPONENTS
FOR 320 FT OF LINE. GLASS BEADS SHALL BE APPLIED AT A POUND PER
GALLON RATE SUFFICIENT TO ACHIEVE AN ACCEPTABLE NO-TRACK SYSTEM.
EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS
WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED
BY A YIELD SIGN. STOP SIGN, OR TRAFFIC SIGNAL. THE BREAK POINT
IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION
OR AT MARKED STOP LINES OR CROSSWALKS.
A TOLERANCE OF 1'4" OVER OR UNDER THE SPECIF lED WIDTH
WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND
DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS
MAY VARY UP TO 6" FROM THE SPECIFIED LENGTHS PROVIDED THE
OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT
DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED Z.. MATERIAL
SHALL NOT BE APPLIED OVER LONGITUDINAL JOINT. ESTABLISHMENT OF
. APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR
RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED
DIMENSIONS.
OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE
TEMPERATURES ARE 50'F OR GREATER.
PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED
OVER TEMPORARY MARKINGS.
IF OVERLAY APPLICATION IS SPECIFIED OR AUTHORIZED BY THE ENGINEER
1. TEMPERATURE REQUIREMENTS
MINIMUM AIR TEMPERATURE
MINIMUM PAVEMENT TEMPERATURE
MINIMUM OVERNIGHT TEMPERATURE
60'F (16'C) AND RISING
70'F 121'C) AND RISING
60'F (16'C) AND RISING
CSA~ 19
2. SURFACE PREPARATION
A. ASPHALT-LESS THAN 11 DAYS OLD
1. ALL - SWEEP OR BLOW CLEAN
Z. 0 - 3 DAYS OLD - NO PRIMER
3. 4 - 10 DAYS OLD - STAMARKh SP44 ONLY
4. 11+ DAYS - STAMARK" E44 OR SP44 DEPENDING ON
APPLICATION. SEE MANUFACTURERS SPECIFICATION
3. OLD MARKINGS
A. DO NOT APPLY OVER PAINT. EPOXY. OR THERMOPLASTIC UNLESS
WELL WORN AND WELL ADHERED TO THE ROAD. OLD MARKINGS
MUST BE AT LEAST 75~-80% WORN AWAY
B. GRIND OR SANDBLAST OLD MARKINGS AND SWEEP OR BLOW
SURFACE CLEAN
C. APPLY REQUIRED PRIMER
12'
THRU LANE
11 '
LT TURN LANE
12'
THRU LANE
12'
RT TURN LANE
2'
SOLI 0 WH ITE
EDGE LI NE
EPOXY
SOLID YELLOW
EDGE LINE
EPOXY
SOLID YELLOW
LANE LINE
EPOXY
SOLID WH ITE
LANE LINE
EPOXY
SOL 10 WHITE
LANE LINE
EPOXY
VERY
2":1:1""'''''
2":1: 1"..,1--
-.lI--Z.:I: 1"
-.1/--2.:1:1"
-.I /-- 2.:1: 1"
3. WORN STAMARKh MARKINGS
A. OK TO APPLY NEW MATERIAL OVER WORN STAUARKh. REMOVE
ALL LOOSE MATERIAL WITH SCRAPER OR KNIFE.
B. SWEEP DR BLOW SURFACE CLEAN.
C. APPLY REQUIRED PRIMER
TYPICAL STRIPING DETAIL
3/2312004
fiLENAME: 1:\OI388-00\cod\ 13BBss04.dgn
DATE: 4/01/04
LICENSE NU&:R 19103
H
SIGNING & STRIPING
STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
PLAN - STRIPING DETAILS
TO STATION
SHEET
NUMBER
pIotnome
SCALE: AS NOTED
~IGHATURE:
lYPED DR PRINlED NAIE: ODNALD W. STERNA. P.L
user nome
DESIGN ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPAREO 8V ME OR UNDER MY DIRECT SUPERVISION.
AND THAT I AI< A OULY LICENSED PROFESSIONAL ENGINEEft UNDER THE LAWS OF THE STATE OF MINNESOTA.
f 30' - 80'
~
200'
OR LESS ,.
,. ARROW AT
(Ll (W) (S) MIDPOINT
WIDTH OF WIDTH OF WIDTH OF OVER 200'
INSIDE LANE PAINTED AREA SPACE
g' 2.0' 2.5'
50' ,.
10' 2.5' 2.5'
11' 2.5' 3.0' 1-
20'
12' 3.0' 3.0' 50'
13' 3.0' 3.5'
6' MIN~
)
-
-
-
-
L
SI-l
-'(
_ W
-
-)t
2' MIN UNSTRIPED
DISTANCE
-
-
--
-
Arrows - 8'
I
THRU LANE ~
4" DOUBLE SOLID YELLOW
LANE LINES
TYPICAL MESSAGE PLACEMENT FOR TURN LANES
THRU LANE
NOTES
1. PAINTED AREAS TO BE CENTERED ON CENTERLINE
AND LANE LINES.
2. A MINIMUM OF 2' CLEAR DISTANCE SHALL BE LEFT
ADJACENT. TO THE CURB. IF LAST PAINTED AREA FALLS
INTO THIS DISTANCE IT MUST BE OMITTED.
3. FOR DIVIDED ROADWAYS. ADJUSTMENTS IN SPACING
OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO
THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER
LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY.
4. AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL
TO THE LANE LINES AS SHOWN.
24" SOLID YELLOW LINE
AT 45' (20' SPACINGI
B
}
DIMENSION TABLE
A 2 - 6
B 3 - 6
C 2 - 0
D 2 - 6
E 3 - I"
F 0 - 8
G 3'- 3
H 2'- 2
I l' - 0
J 1 - 0
K ,'- 3
L 5 - 0
M 7'-8"
N 3'- 10.
P 4'- 6"
E
A
C
MARKINGS FOR PEDESTRIAN CROSSINGS
IPoLY-PREFORM)
STRIPED MEDIAN DETAIL
I. "I
A
,I. ,I
A I
SIZE 6' x 8'
PAVEMENT MARKING DETAILS
I POL Y -PREF ORM )
J/2312004
FILENAME: \:\01388-00\cod\ lJB8ss04.dgn
DATE: 4/01/04
LICENSE NlJleER 191 03
H
SIGNING & STRIPING
STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821
PLAN - STRIPING DETAILS
TO STATION
SHEET
NUMBER
plotnllme
SCALE: AS NOTED
SIGNATURE:
TlPEl) III PRINTED NAIE: DONALD 'II. STERNA. P.E.
usern&me
OESION ENGINEER. I HEREBY CERTIFY THAT THIS PlAN WAS PREPARED BY ME DR UNDER MY DIRECT SUPERVISION.
ANO THAT I All A DULY LICENSED PROFESSIONAL ENGINEER UNQER THE LAWS OF THE STATE OF MINNESOTA.
STREET LIGHTING SUMMARY ~
LIGHT BASE F&l LIGHT UNIT INSTALL SERV.PNL.SECONDARY FB.I LUMINAlRE F&I LUMINA IRE INSTALL UNDERGROUND WIRE CONDUIT
DESIGN E TYPE SPECIAL LIGHTING UNIT TYPE T1 (MODl lSOW HPS 250W HPS LUMINA IRE 3 CONDUCTOR NO.6 1 CONDUCTOR NO.6 (BAREl 2 RIGID STEEL 2 PVC 2 RSC (PUSHED)
STA TO STA LOCATION S.A.P. S.A.P. CITY PROJ. SAP. S.A.P. TYPE SPECIAL SAP. CITY PROJ. .Q.A.2 SAP. S.A.P. 150W HPS SAP. S.A.P. CITY PROJ. S.A.P. S.A.P. CITY PROJ. S.A.P. SAP. CITY PROJ.
S.A.P. S.A.P. CITY PROJ. S.A.P. S.A.P. CITY PROJ.
CITY PROJ. CI Y PROJ.
EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH L1N FT L1N FT EACH L1NFT LIN n EACH LIN FT UN FT EACH LIN FT L1N FT EACH L1N FT L1NFT EACH
.
?
c
N
-DRIP PLATE _
Dr
J
L...-J
LIGHT STANDARD
FOUNDATION LOCATIONS
POLE STATION LOCATION
Ll
L2
L3
L4
L5
L6
L7
La
L9
L10
Lll
L12
L13
L14
LIS
STAINLESS STEEL
HINGE WITH BRASS
PIN
SUPPL Y BOX FOR
METER WITH BYPASS.
NSP TO SUPPLY
METER
3-?01NT LOCKING
MECHANISM
STD. POLICE
LOCK & KEY
L- ~2nX2.X",&n
W IRON BASE
FRONT
5'-0. RT
"_6H LT
, (UNLESS OTHERWISE
I NOTED IN THE PlANI
,
.?lli.
r ~:':'~~'::'~/':'~/':'.
2[ ~.~. ~ .>< .>~. ; .>~. ~ '.
I H" I
GRADE
CURB OR CURB
& GUTTER
LIGHT BASE
DESIGN E
.2r-
L
'S"l
~
.!m..
ELEVATION
1
~ 2" PVC CONDUIT
, (REFER TO PLANS
FOR OUANTlTY
AND ORIENTATIONI
I
LIGHTING UNIT TYPE SPECIAL
NO SCALE
SERVICE PANEL DETAIL
NO SCALE
CD SERVICE PANEL CONCRETE PAD DETAIL
NO SCALE
NOTES:
CD THIS WORK SHALL BE INCIDENTAL TO ITEM 245.541
.SERVICE PANEL SECONDARY TYPE T1 (MODI..
plotnl>lIIe
SCALE: AS NOTED
SIGNATURE:
TYPED III PRINTED NAl.€:
DONALD 'II. STERNA. P.E.
H
STREET LIGHTING PLAN
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 I S.A.P. 216-101-02 I S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
use,- neme
3124/2004
FILENAME: t: \01388-00\Cod\ 1388sI01.dg"
DATE: 4/01/04
LICENSE NUIIlER 191 03
DES ION ENOINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY lot[ DR UNDER I.rt DIRECT SUPERVISION.
AND THAT I AM A DULY LICENSED PROFESSIONAL ENOINEER UHDER THE LAWS OF THE STATE OF MINNESOTA.
-----------
CSAH 19
Ii I to -"" W1 '
// t "-,,, ~
/ ~ ~----~
~ '''. ~ '
~~
0' 50'
I
'I
...l...
I
'I U
In
u
IIliD~111111111I1111I1
(
a
\. ~ c:S
> >
+
--\
~
\
~j~
I )-
r==-, I
e
+
\
r --
--------::---
. r - - - -,-
I _ .J
-,
3/24/2004
r1LENAt.E:: 1:\0138B -OO\Cod' 13BBsl02,d9n
BAI!: 4/01/04
LICENSE IIIlIIIlER 191D3
H
STREET UGHTlNG PLAN
STATION 104+73 TO STATION 115+00
ENGLISH UNITS
S.A.P. 27-619-18/S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SHEET
NUMBER
plotnlOme
SCALE: AS NOTED
SIGNAT\JRE:
tyPED III PRINI!D NAIE: DONALD VI. STERNA. P.E.
user name
DESIGN ENGINEER. I HEREBY CERTIFY THAl THIS PLAN WAS PREPARED BY ME OR UNDER o.tT DIRECT SUPERVISION.
AND THAT I A" A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS Of' THE STATE Of' MINNESOTA.
19
I I
/ !
/ /
1
f /
I
/ . . /
__./l I
~ /
0-)
/-= , G"Ro._
/-;"
___ '-J
I
fa
-....J
\
---..--
o . I I
'-. L
L7-----~----~-- +-----
>. >'
1',
/1 I
0INST.ALL~S~ 'AGE LIG~~ ~T~ND
- -=HL,LlG.!t/~ASE DEDIC .
1 (---1'- I if / _
II ~,! /1) 0.77
-.Jl ,_I! 'II r-
'- ~--::::.:VJ I. / i .Ji
- ~ /; l@n f
/; L.,J;
/, I --- ___
- - - - --,'I -- __ __I
I
I-_
I
I
I
I
I
,
I
1--
I
fill
I
I
I
I
--.....
~
\..
plotnome
STREET LIGHTING PLAN
STATION 115+00 TO STATION 127+30
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 /S.A.P. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
SICNATUIIE:
TYPED IJl PRINtED NAlE: DONALD W. STERNA. P.E.
H
user-nome
DESIGN ENGINEER: I HEREBY CERlIFY THAT THIS PUN WAS PREPARED By hIE DR UNDER MY DIRECT SUPERVISION.
AND THAT I AM A DU\.Y LICENSED PROFESSIONAL ENGINEER UNGER THE LAWS OF THE STATE OF MINNESOTA.
.3/24/2.004
FILENAME: l:\01.388. OO\Cod\ 1.388slO.3.dgn
DATE: 4/01/04
LICENSE IIlAIB!R 1 9 1 03
y
0' 50'
SHEET
NUMBER
MONO-LEVER MAST ARM SIGNAL POLE AND
ROTATABLE LUMINAlRE SHAFT EXTENSION
(SEE SPECIAL PROVISIONS)
(NO SCALE)
SEE SPECIAL PROVISIONS
FOR LUMINA IRE TYPE.
MAST ARM SIGNAL POLE FOUNDATION
(NO SCALE)
SIGNAL PLAN LAYOUT LEGEND
SIGNAL ASSEMBLY FOUNDATION
INO SCALE)
SEC. A-A
12 3/4" BOLT CIRCLE
(4-5/8" X 18" ANCHOR BOLTS)
22" DIA.
2' SQUARE OR 30"
ROUND FOUNDATION
ICONTRACTOR'S OPTION)
e ~
~ c
~
CONTROLLER AND CABINET
SERVICE PANEL WITH
METER AND DISCONNECT
SOURCE OF POWER
POLE MOUNT
SOURCE OF POWER
PAD MOUNT
SEC. A-A
27" OIA.
1B" DIA. BOLT CIRCLE
2 3/B" 0.0.
CONCRETE SHALL BE MIX 3Y43 OR EQUAL
~
~
~
e
e
~
LUMINAIRE
MOUNTI NG HE I GHT
ISEE TABULATION)
. PVC HANDHOLE WITH METAL COVER
Jt MAST ARM SIGNAL POLE WITH
~- -+ OPTIONAL LUMINAIRE SHAFT
EXTENSION AS NOTED
DAVIT TYPE ROTATABLE
LUMINAIRE SHAFT EXTENSION
CONCRETE SHALL BE MIX
NO. 3Y43 OR 3A43 OR EQUAL
~112" RADIUS
GROUND LINE
3" MIN. IN GRASS AREAS
t 112" MIN. IN SIDEWALK AREAS
A
DIMENSION "A"
DIMENSION "G"
DIMENSION "F"
DIMENSION "E"
DIMENSION "c"
"B"--1-
3'1-- _ I
I EVP HUB
FLANGES AND TENONS
AS REQUIRED
~ SIGN MOUNTING PLATES
N
+1 ROTATABLE TYPE CONNECTION FOR LUMINAIRE
~ SHAFT EXTENSION OR POLE CAP
\.0
~ SIGNAL ASSEMBLY PEDESTAL MOUNT
D DETECTOR LOOP
(_ DENOTES PHASE)
r V IDEO DETECTI ON
WOOD SERVICE POLE WITH
I' OPTIONAL LUMINA IRE SHAFT
AS NOTED
----7 DOWN GUY WITH EXPANDING ANCHOR
CJ INPLACE CONTROLLER AND CABINET
c INPLACE SERVICE PANEL WITH
METER AND DISCONNECT
1/4" PROJECTION OF
---.l..
1
A
BOLTS AND RSC
GROUND LINE
3" MIN. IN GRASS AREAS
1/2" MIN. IN SIDEWALK AREAS
RIGID STEEL CONDUIT SHALL BE
OF THE SIZE AND NUMBER SHOWN
IN THE PLANS
9 - 1/2" 0 X 27" DIA. CIRCLES
LAPPED 5" OR BUTT WELDED
2 - 1/2" 0 X 11' DIAMETRICALLY
OPPOSITE
14 - 1/2" 0 X 9' 3"
4-3/B" 111 X 3'-6"
Z
:::E
,
....
4-1/4" 111 X 22" DIA. CIRCLES
LAP OR BUTT WELDED
RIGID STEEL CONDUIT SHALL
BE OF THE SIZE AND NUMBER
SHOWN IN THE PLANS.
l
o
:::E
e
(!j
\.0
-
.TI.
0'> NOTE:
POLE SHAFT SHALL BE BACK RAKED TO
SET PLUMB UNDER NORMAL LOAD.
NOTE: STEEL REINFORCEMENT
SHALL BE DEFORMED BARS.
THE REINFORCEMENT SHALL
BE SECURELY FASTENED OR
WELDED TOGETHER.
1:6" MIN.
NOTE:
STEEL REINFORCEMENT SHALL BE DEFORMED BARS.
THE REINFORCEMENT SHALL BE SECURELY
FASTENED OR WELDED TOGETHER.
INPLACE SOURCE OF POWER
POLE MOUNT
INPLACE SOURCE OF POWER
PAD MOUNT
.-L
~
4 - ON 1 1/2" IPS SEMI-BLIND HUBS MOUNTED
ON POLE AT 0', 90', 180' AND 270' AS
MEASURED CLOCKWISE FROM CENTERLINE OF
MAST ARM TO CENTER OF HUBS.
(50
~
a 0
INPLACE HANDHOLE
SET FOUNDATION ELEVATION TO MAINTAIN
CLEARANCE AT END OF MAST ARM BY Y
ADJUSTING FOR ROADWAY GRADE.
CONCRETE FOUNDATION
SIGNAL ASSEMBLY FLAT WASHER TYPICAL
(NO SCALE)
INPLACE MAST ARM DR PEDESTAL
INPLACE DETECTOR LOOP
1_ DENOTES PHASE)
MAST ARM POLE MOUNTING DETAILS ..
MAST ARM LENGTH AND SIGN MOUNTING LUMINAIRE DAVIT
POLE MID-ARM TENONS PLATE MOUNTING ARM
-DIMENSIONS- -DIMENSIONS-
"A" "B" lie" "E" "F" "G" HEIGHT LENGTH
MA-1 35' 1 B' 21' 24' 40' 8'
If MA-2 45' 12' 23' 26' 29' 40' 8'
MA-3 15 ' 8' 10'
MAST ARM DETAILS
MAST ARM LENGTH
45' OR MORE
MAST ARM LENGTH
40' OR LESS
SIGNAL FACE WITH
BACKGROUND SHIELD
+-
4 - 2" X 96"
ANCHOR BOLTS ***
4 - 1 1/2" X 60"
~ PEDESTRIAN INDICATION
TRANSFORMER TYPE BASE
NON ROTATABLE
ROTATABLE
2-1 SIGNAL PHASE AND FACE NUMBER
... MINIMUM ANCHOR BOLT PER ASTM 325, EACH COMPLETE WITH LEVELING NUTS.
EMERGENCY.VEHICLE PRE-EMPTION
(EVP lONE-WAY.
~
NOTE:
FLAT WASHERS SHALL BE 1/4" THICK A36
GALVANIZED STEEL.
If NON ROT A TABLE TRANSFORMER TYPE BASE
- - - - RIGID STEEL CONDUIT IRSCl
*If USE SALVAGED MAST ARM SIGNAL SHAFTS, SIGNAL MAST ARMS
AND LUMINAIRE EXTENSIONS. SEE SPECIAL PROVISIONS.
= = = = INPLACE CONDUIT
SPAN WIRE
HENNEPIN CO. SIGNAL 1.0. NO. 8054100
SIGNAL PLAN - DETAILS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216-020-02 I SAP. 216-101-02 IS.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
plotnome
H
SHEET
NUMBER
SCALE: AS NOTED
CHARLES T. RICKART. P.E.
SICNATURE:
TYPED IJl PRINTED NAil:
user' nome
SIGNAL DESIGN ENGINEER: I HEREBY CERTIFY THU THESE SIGNAL PLANS WERE PREPARED BY IoE OR UNDER NY
DIRECT SUPERVISION. THAT THIS PLAN CDNFORllS TO THE loIotUTCO 'EXCEPT WHERE A VARIANCE HAS BEEN GRANTED).
AND.THAT I AM A DU\.Y LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE ST~TE OF MINNESOTA.
.3/2512.004
FILENAME: l:\01.388.00\Cod\ 1.38Bsp01.dgn
LICENSE N1JMBER 26082
DATE:
FLASHER SIGN MOUNTING DETAILS
SIDE VIEW
PEDESTAL POLE
1 1/2" RSC
PEDESTAL SLIPFITTER COLLAR
lSEE STANDARD PLATE 8111)
FLASHER-BACK VIEW
FLASHER-FRONT VIEW
EVP DETECTOR (1)
EVP INDICATOR
LI GHT (1)
1 112" RSC (1)
ONE WAY, 8" YELLOW LED
FLASHING BEACON
(SEE SPECIAL PROVISIONS)
SEE DETAIL A
BACK VIEW
VAR.
t PEDESTAL & SIGN PANEL
I
VAR.
I
a:
W
o
..J
:::l
o
::I:
V'l
12.0'
W3-3 TYPE "c" SIGN
FLASHER AND CABINET
lSEE SIDE VIEW DETAIL)
LI...
o
r
APPROX. 6.0'.
ABOVE GROUND
TRAFFIC SIGNAL PEDESTAL POLE w
<.:>
o
TRAFF IC SIGNAL PEDESTAL BASE WrNOT LESS THAN
(SEE STANDARD PLATE 8122) 8.0'
WITH PAVED
PEDESTAL FOUNDATION AS PER PLAN SHOULDER
(SEE STANDARD PLATE 8112)
"z" STRINGER
1 1 12". TYP I CAL
HANDHOLE AS PER PLAN
DETAIL A
2" RSC
1-5/C#12
SEE INTERSECTION LAYOUT
FOR ADDITIONAL CABLES
(1) APPLIES AT SA-l AND SA-3
PEDESTAL POLE
POLE MOUNTING BRACKETS AND
STAINLESS STEEL STRAPS
3/8" BOLT - STRUCTURAL STEEL
lMNDOT SPEC. 3391)
___l
1 112"
~
FLASHER CABINET DETAIL
(SIDE VIEW DETAIL)
(WITH FLASHER CABINET
ON PEDESTAL POLE)
1-3/C#12 TO FLASHER
SIGN FACE
"Z" STRINGER
3" X 2 3/4" X 6 3/4"
lMNDOT SPEC. 3308)
FLASHER AND CABINET
lAPPROX. 6.0' ABOVE GROUND)
TRAFFIC SIGNAL PEDESTAL POLE
1/2" U-BOLT. NUTS AND LOCK WASHERS
STRUCTURAL STEEL IMNDOT SPEC. 3391)
CONDULET
1-5/C#12
1-3/C#12
1-5/C#12 FROM
CONTROLLER CABINET
FLASHER SIGNING
Wll-8 SIGN (36" X 36")
SEE MNDOT STANDARD SIGNS MANUAL
2 REQUIRED
plDtnllme
H
HENNEPIN CO. SIGNAL 1.0. NO. 8054100
SIGNAL PLAN - FLASHER DETAILS
STATION TO STATION
ENGLISH UNITS
S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101--02 /S.A.P. 216-108-01
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
SCALE: AS NOTED
TYPED lR PRINTED MAlE:
CHARLES T. RICKART, P.E.
SIGNA lURE:
userncme
SIGNAL DESIGN ENGINEER. I HEREBY CERnry THAT THESE SIGNAL PLANS WERE PREPARED BY IoE; DR UNDER IIY
DIRECT SUPERVISION. THAT THIS PLAN CONrDRI.\S TD THE lIoIUTCD (EXCEPT WHERE A VARIANCE HAS BEEN GRANTED).
AND THAT I AM A DU\.Y LICENSED PRDrESSIONAl. ENGINEER UNDER THE LAWS or THE STATE Dr MINNESDTA.
3/25/2D04
fiLENAME: 1:\D13BB'DD\cDd\ 13BBspD6.dgn
llCENSC NUIIlER 26082
DATE:
SHEET
NUMBER
I
HH-6 TO HH-7 I
2" RSC
1-3/C#20 I SHLD) .
I
.
I
I
City of
Tonka Bay
i
HH-5 TO HH-6
2" RSC
1-3/C#20 (SHLD
HH-5 TO HH-9
4" RSC
3-12/C#12
1-3/C#12
1-3/C#12 I LUM I
1-2/C#12 I SHLD )
1-8/PR #18 (SHLD)
0' 20'
HH-9 TO MA-2
3" R C
3-12 C#12
1-3/ #12
1-3/ 2 I LUM)
1-2/C 2 ISHLD)
1-8/PR 8 I SHLD )
HH-l0 TO t.lA-3
3" RSC
2-12/C#12
1-3/C#12
1-8/PR#18
'=--
CAC-l
4" RSC STUB
2" RSC STUB
(THREAD AND CAP BOTH ENDS)
HH-1D TO HH-ll
4" RSC
C#12
1-5/C#12
1-3/C312
1 -8/PR#1 8 I SHLD)
HH-2 TO HH-3
2" RSC
1-3/C#20 I SHLD I
\\ \ \
SOP-l TO HH-15
2" RSC I
3-1/C#3
HH-15 TO SP-l
2" RSC L-
3-1/C#3 "-R/W
CAC-l TO HH-14
4" RSC
4-12/C#12
2-3/C#12
1-2/C#12 ISHLD)
1-3/C#20 I SHLD I
I -8/PR#1 8 I SHLD )
HH-13 TO lolA-I
3" RSC
2-12/C#12
I -3/C#12
1-3/C#12 ILUM)
I -2/C#12 I SHLD)
I -3/C#20 I SHLD)
1-8/PR#18 I SHLD )
City of
Shorewood
~
l
City of
Shorewood
HH-4 TO SA-2
3" RSC
2-12/C#12
1 -3/C#12
2-2/C#12 lSHLD)
HH-l TO HH-4
4" RSC
5-12/C#12
2-3/C#12
1-3/C#12 ILUM)
3-2/C#12 I SHLD )
I -3/C#20 I SHLD )
1-8/PR#18 I SHLD )
HH-4 TO HH-5
4" RSC
3-12/C#12
1-3/C#12
1-3/C#12 ILUM)
I -2/C#12 I SHLD)
1-3/C#20 I SHLD)
1-8/PR#18 I SHLD )
'.' I
r-
----_115+00
---t------
HH-l1 TO HH-12
4" RSC
2-12/C#12
1-3/C#12
1-8/PR#18 ISHLDI
~
=
SP-l TO CAC-l
2" RSC
2-1/C#3
1-1/C#(, INS. GR.
HH-13 TO HH-14
4" RSC
4 -l2/C#1 2
2-3/C#12
1-3/C#12 ILUM)
1 -2/C#12 I SHLD )
1 -3/C#20 I SHLD I
I -8/PR#18 I SHLD)
ID~INI&1l. IWITI!~ (Q)IP>I!~A TD@INI
ISHLD)
- FLASH MODE SHALL BE ALL RED
- NORMAL OPERATION SHALL BE FOUR PHASE
- PHASE FIVE SHALL 8E A PROTECTED/PERMISSIVE LEFT TURN
- PHASES TWO AND SIX SHALL BE ON VEHICLE RECALL
SIGNAlURt:
TlPED lR PR INTED NAli:
CHARLES T. RICKART. P.L
H
HENNEPIN CO. SIGNAL 1.0. NO. 8054100
SIGNAL PLAN - INTERSECTION LAYOUT
STATION
ENGLISH UNITS
S.A.P. 27-619-18 IS.A.P. 216--020-02 IS.A.P. 216-101--02 IS.A.P. 216-108--Dl
HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821
IP>IHlA8DOO~ Il.Ia '10 lUJi!'
SCALE: AS NOrED
TO STATION
SHEET
NUMBER
plDtnome
3/26/2004
F'llENAlAE' 1'\D13BB-OD\qDd\ 138BopD7 .dgn
DATE:
llC€NSE NUllBER 26082
user name
SIGNAL DESIGN ENGIHEER. I HEREBY CERTlry THAT THESE SIGNAL PLANS WERE PREPARED BY IoE; DR UNDER IlY
DIRECT SUPERVISION. THAT THIS PLAN CONFORMS TO THE lIoIUTCD IEXCEPT WHERE A VARIANCE HAS BEEN GRANTED'.
AND THAT I All A DUl.Y LICENSED PRDrESSIONAL ENGINEER UNDER THE LAWS or THE STATE or MINNESOTA.
.~
-~
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD. SHOREWOOD. MINNESOTA 55331-8927 · (952) 474-3236
FAX (952) 474-0128 . www.cLshorewood.mn.us . cityhall@cLshorewood.mn.us
:MEMORANDUM
DATE:
Mayor and City Council
Craig Dawson, City Administrator
Larry Brown. Director of Public Works ~)r
May 19,2004
TO:
FROM:
-RE:
Resolution Authorizing the Mayor and Administrator to Enter into Cooperative
Agreement with Hennepin County for the C.S.A.H. 19 - Smithtown Road Intersection
Reconstruction Project '
S.A.P. 27-619-18, 216-020-02
Attachment 1 is the Cooperative Agreement composed by representatives of Hennepin County for the
C.S.A.H. 19 - Smithtown Road Intersection Reconstruction Project.
Parties to the agreement are the Cities of Shorewood, TonkaBay, and Hennepin County. This
agreement documents each entity's cost participation based, at this time, on estimated costs.
For brevity, Staff has reviewed the agreement and has prepared a summary version, c,iting key bullet
, . points within the contract, for the various r~sponsibilities for the City of Shorewood and Hennepin
County.
+ Shorewood is to administrate construction. The contract states:
'''The City of Shorewood or its agents, 'at the sole cost and expense 'of the City of
Shorewood, shall prepare the necessary plans, specifications and proposals,' shall
advertisefor bids for the ,work and construction,' receive and open bids pursuant to said
advertisement and enter into a contract with the successful bidder at the unit prices
specified in the bid of such bidder. "
. Hennepin County personnel are to perform. the inspection duties for the project. In turn the Cities
of Shorewood and Tonka Bay are to reimburse Hennepin County 8 percent of the construction
costs for said services.
. The Contract states that the City Engineer of the City of Shorewood is to complete all aspects of
public relations for the project.
ft
~., PRINTED ON RECYCLED PAPER
'#18
'_ Mayor and City Council
Cooperative Agreement CR 19
June 12, 2004
Page 2 of 3
+ The City of Shorewood is to participate financially at a rate of 50 percent of right of way
acquisition costs. The contract states the following:
"The City of Shorewood shall reimburse the County for fifty (50) percent of the final cost
of all additional right of way, permits and/or easements requiredfor the construction of
said Project within the City of Shorewood, plus all costs incurred by the County in
acquiring said right of way, permits and/or easements within .the City of Shorewood. "
. Hennepin County has proposed compensation for the County's portion of the Gideon Glen
pond, based upon a pro-rata share of the square foot cost of the entire parcel, paid by the City
of Shorewood to purchase the property. Note that this is for the pond area, and not the
parcel area. Using this basis" and the County's tributary area to the pond of 30.4 percent of
the total area, equates to a sum of $6,219.18.
. Through Hennepin County's Roadside Enhancement Partnership Program (REPP), the
County will participate in 50 percent of the costs (not to exceed $128,100), for the
undergrounding of utilities.
. Similarly, Hennepin County's REPP will participate in 50 percent of the street lighting costs,
and 33 percent of the landscaping costs (not to exceed 85,400).
. With regard to tree replacement, the contract states the following:
"The County will participate in the replacement of trees removed necessary for the
construction of the Project to the extent of State Aid participation. As set forth in the
County's Cost Participation Policy, the County's participation shall be a two to one
replacement on trees and shall. be limited to one (1) percent of the total construction
costs for the Project. It is further understood that the actual amount of the County's
participation shall be determined using the actual contract unit prices for the eligible pay
items and the actual quantities of work completed on the Project, subject to the aforesaid
stated limits. "
+ Shorewood shall agree to compensate the County for Shorewood's portion of signal control
equipment, supplied in accordance with the plans, for the traffic control signal.
. The City of Shorewood shall remove and replace all of the City owned signs for the project.
. Each Ci~y shall install and maintain "No Parking Signs" along the project.
. The City of Shorewood shall cause to have installed, at it's own expense, an electrical service
for the traffic signal system. Staff is researching the cost of this for Monday's meeting.
. The City of Shorewood shall relamp and re-fuse the signal system, after acceptance of the
project. .
.:
Mayor and City Council
Cooperative Agreement CR 19
June 12, 2004
Page3 of 3
. After considerable discussion regarding the retaining walls, the agreement was modified late
Friday, to the following:
Upon completion of the Project the Cities, at their sole cost and expense, will perform all
routine maintenance on the retaining walls constructed as a part of the Project. In the
event, at any time in the future, that the retaining walls constructed as a part of the
Project are rehabilitated and/or replaced the County agrees to participate in fifty (50)
percent in the City of Shorewood and one hundred (100) percent in the City of Tonka Bay
the costs of rehabilitation and/or replacementfor said walls.
. The City of Shorewood is to maintain the ponding facilities, grit chamber, and storm water
facilities associated with the Gideon Glen Project.
. Cities shall be responsible for the removal of any snow that accumulates on the sidewalks,
paths, and ramps.
With the exception of performing construction-engineering services, the City of Shorewood has
a "lions share" of responsibilities. More specifically, installation of the electrical service and
associated costs fall solely on the City of Shorewood. Similarly, ongoing electrical costs are also
shown as the responsibility for the City of Shorewood.
Similarly, the agreement states that that the City of Shorewood's City Engineer is to be solely
responsible for any project liaison duties. This item should either be handled by the County, or
distributed as a cost to all parties of the contract.
Having stated this, Staff is recommending approval of the agreement to move the project along.
Recommendation
Staff is recommending approval of the resolution that authorizes the Mayor and City Administrator to
enter into the Cooperative Agreement with Hennepin County for the ~.S.A.H. 19 - Smithtown Road
Intersection Reconstruction Project
;
Agreement No. PW 50-46-03
County Project No. 9821
County State Aid Highway No. 19
City of Shorewood
City of Tonka Bay
County of Hennepin
CONSTRUCTION COOPERATIVE AGREEMENT
TIDS AGREEMENT, Made and entered into this day of
, 2004 by and between the County of Hennepin, a body politic and
corporate under the laws of the State of Minnesota, hereinafter referred to as the "County", and the
City of Shorewood, a body politic and corporate under the laws of the State of Minnesota, and the
City of Tonka Bay, a body politic and corporate under the laws of the State of Minnesota, collectively
hereinafter referred to as the "Cities".
WITNESSETH:
WHEREAS, the County and the Cities have been negotiating to bring about the improvement of
that portion of County State Aid Highway No. (CSAH) 19 (a.k.a. Manitou Road/Smithtown Road)
from south of Glen Road to Echo Road and that portion of Smithtown Road from 260 feet west of
CSAH 19 to CSAH 19 and that portion of Country Club Road from 400 south of CSAH 19 to CSAH
19 and that portion of Shorewood Lane from 250 feet north of CSAH 19 to CSAH 19, all as shown on
the County Engineer's plans for County Project No. 9821 (City Project No. WSB 01388-00),
hereinafter referred to as the "Project", which improvement contemplates and includes grading,
surfacing, water main, storm sewer, sanitary sewer, traffic signal, signing, street lighting, landscaping
and other related improvements; and
WHEREAS, the above described ProjeCt lies within the corporate limits of the Cities; and
WHEREAS, the City of Shorewood shall be responsible to develop the plans and specifications
for the Project and has hired the consultant firm of WSB and Associates to prepare said plans and
specifications; and
WHERAS, the County has also hired said consultant firm of WSB and Associates for additional
engineering design work associated with the construction of the Project; and
WHEREAS, the Cities have requested that the County approve said plans and specifications;
and
WHEREAS, the County has indicated its willingness to approve said plans and specifications;
and
WHEREAS, the City of Shorewood has prepared an Engineer's Estimate of quantities and unit
prices for the construction contract work of the above described Project in the amount of Three Million
One Hundred Fifty Four Thousand Four Hundred Thirty Nine Dollars and No Cents ($3,154,439.00).
- 1 -
.,
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
A copy of said estimate is included in Exhibit "A" which is attached hereto and by this reference made
a part hereof; and
WHEREAS, the construction costs for said Project shall be comprised of municipal and county
state aid funds, and local funds; and
WHEREAS, the County has adequate personnel available to perform the construction staking,
testing, inspection and development of as-builts required on the Project;. and
WHEREAS, to ensure compatibility with the County's existing network of traffic signal systems
the County will furnish the controller, control equipment and control cabinet to be installed at the
intersection of CSAH 19 and Smithtown Road/Country Club Road as a part of said Project; and
WHEREAS, the Cities have requested that lines and facilities for distribution of electrical
energy be relocated underground by Xcel Energy within the limits of the Project; and
WHEREAS, the Cities have requested that the County participate in the costs of the aforesaid
utility line burial costs in accordance with the County's Roadside Enhancement Partnership Program
(REPP); and
WHEREAS, the County has REPP funds available and has expressed willingness to participate
in the construction costs of the aforesaid utility line burials; and
WHEREAS, it is contemplated that said work be carried out by the parties hereto under the
provisions of Minnesota Statutes 1992, Section 162.17, Subdivision 1 and Section 471.59.
NOW THEREFORE, IT IS HEREBY AGREED:
I
The City of Shorewood or its agents, at the sole cost and expense of the City of Shorewood, shall
prepare the necessary plans, specifications and proposals; shall advertise for bids for the work and
construction; receive and open bids pursuant to said advertisement and enter into a contract with the
successful bidder at the unit prices specified in the bid of such bidder. The contract will include plans
and specifications approved by the County and by the Minnesota Department of Transportation
Division of State Aid for Local Transportation, also referenced and identified as S.A.P. Nos. 27-619-
18, and 216-020-02, and 216-101-02, and 216-108-01 respectively, and which said plans and
specifications are by this reference made a part hereof.
The City of Shorewood shall also apply for, and comply with, at its sole cost and expense, all
permits and approvals from all other governmental or regulator agencies as may be required to
accomplish the Project. Said permits and approvals shall be obtained prior to start of any construction.
-2-
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
Copies of said permits shall be given to the County Engineer or designated representative prior to the
start of construction activities.
It is further understood that all costs expended by the County for the design of the Project shall
be borne by the County.
II
The County will inspect the construction, perform the necessary material testing, perform the
necessary construction staking and document .the contract work contemplated herewith, under the
direction of the County's Project Engineer, in accordance with the existing practices and procedures
required by the Minnesota Department of Transportation Division of State Aid for Local
Transportation for said Project. The Engineer for the City of Shorewood and staff shall cooperate with
the County Engineer and staff to the extent necessary and shall have the right to enter upon the Project
at any time to make any inspections deemed necessary.
The County will prepare weekly progress reports as provided in the specifications. A copy of
these reports will be furnished to the City of Shorewood upon request.
The Cities agree that the County may make changes in the plans or in the character of said
contract construction which are reasonably necessary to cause said construction to be in all things
performed and completed in a satisfactory manner. It is agreed however, that the above stated authority
does not authorize the County's Project Engineer to process change orders or supplemental agreements
to the construction contracts. In the event changes to the construction documents are necessary which
require a change order or supplemental agreement, the County's Project Engineer will prepare the
change order or supplemental agreement. It shall be the responsibility of the City of Shorewood to
process the actual change order or supplemental agreement document. All change orders and
supplemental agreements shall be authorized by the Engineer for the City of Shorewood prior to
incorporating the changes into the Project. Change orders and supplemental agreements affecting those
portions of the Project funded by the County as well as the City of Shorewood must be authorized by
both the County Engineer and the Engineer for the City of Shorewood prior to incorporating the change
into the Project.
It is further understood that all aspects of public relations for the Project shall be the
responsibility of the Engineer for the City of Shorewood.
m
The County and the City of Tonka Bay shall participate in the costs of the contracted
construction work for said Project as set forth in the Division of Cost Summary in said Exhibit" A".
The respective proportionate shares of the pro-rata pay items included in Exhibit "A" shall remain
unchanged throughout the life of this Agreement. It is understood that the estimated amount on Page 1
of this Agreement and as shown in Exhibit" A" is an estimate of the costs for the contracted
- 3 -
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
construction work on said Project and that the unit prices set forth in the contract with the successful
bidder and the final quantities as measured by the County Engineer or designated representatives and
provided to the Engineer for the City of Shorewood, shall govern in computing the total final contract
construction cost for apportioning the cost of said Project according to the provisions herein.
IV
The City of Shorewood agrees to reimburse the County for the City of Shorewood's
proportionate share of the construction engineering costs for said Project. Said City of Shorewood's
share of construction engineering costs shall be equal to eight (8) percent of the total final amount of
the City of Shorewood' s share of contract construction costs for the Project. The amount of said City
of Shorewood's share in the contract administration costs is estimated in Exhibit "A". It is understood
that said City of Shorewood's proportionate share shown in Exhibit "A" is an estimate and that the
actual City of Shorewood's proportionate share of the contract administration costs will be computed
using the total final amount of the City of Shorewood's share of the contract construction costs for said
Project.
Similarly, the City of Tonka Bay agrees to reimburse the County for the City of Tonka Bay's
proportionate share of the construction engineering costs for said Project. Said City of Tonka Bay's
share of construction engineering costs shall be equal to eight (8) percent of the total final amount of
the City of Tonka Bay's share of contract construction costs for the Project. The amount of said City of
Tonka Bay's share in the contract administration costs is estimated in Exhibit "A". It is understood
that said City of Tonka Bay's proportionate share shown in Exhibit "A" is an estimate and that the
actual City of Tonka Bay's proportionate share of the contract administration costs will be computed
using the total final amount of the City of Tonka Bay's share of the contract construction costs for said
Project.
V
All direct payments to the Contractor for work performed on said Project will be made by the
City of Shorewood. The County Engineer or designated representative shall cooperate with the City of
Shorewood or its agents in the processing of contract payments. The County shall provide all
necessary estimated quantities of completed contract work and will prepare the partial payment
vouchers on forms provided by the City of Shorewood to permit the City of Shorewood to make partial
and final payments in accordance with the contract specifications.
VI
Prior to beginning construction, the City of Shorewood or its agents shall furnish the County
with the field survey information, soils reports and the quantities. calculations used to develop the
Engineer's Estimate. The City or its agents shall also furnish the County with the construction staking
information in the electronic format requested by the County. The City shall also furnish the County
with ten (10) complete sets of approved plans on II" by 17" paper and six (6) complete sets of
-4-
'.
'.
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
approved plans on 22" by 34" paper and ten (10) complete sets of specifications. Said information,
plan sets and specifications shall be furnished for the Project at no cost to the County.
VII
After an award by the City of Shorewood to the successful bidder on the Project, the City of
Shorewood shall invoice the County for ninety five (95) percent of its estimated share of the contract
construction costs for the Project. Payment shall be made to the City of Shorewood by the County for
the full amount due as stated on the invoice within forty five (45) days of the invoice date. Said
estimated share and invoice shall be based on actual contract unit prices applied to the estimated
quantities shown in the plans, and shall be subject to the limitation set forth herein.
The remainder of County's share in the contract construction costs will be due the City of
Shorewood upon the completion of the Project and submittal of the Engineer for the City of
Shorewood's final estimate for the Project to the County.
Upon final payment to the Contractor by the City of Shorewood, any amount remaining as a
balance in the deposit account will be returned to the County on a proportionate basis based on the
County's initial deposit amount and respective final proportionate shares of the Project costs.
Likewise, any amount due the City of Shorewood from the County upon final payment by the City of
Shorewood shall be paid by the County as its final payment for the construction costs of said Project
within forty five (45) days of receipt of an invoice from the City of Shorewood.
Similarly, after an award by the City of Shorewood to the successful bidder on the Project, the
City of Shorewood shall invoice the City of Tonka Bay for ninety five (95) percent of its estimated
share of the contract construction costs for the Project. Payment shall be made to the City of
Shorewood by the City of Tonka Bay for the full amount due as stated on the invoice within forty five
(45) days of the invoice date. Said estimated share and invoice shall be based on actual contract unit
prices applied to the estimated quantities shown in the plans, and shall be subject to the limitation set
forth herein.
The remainder of the City of Tonka Bay's share in the contract construction costs will be due the
City of Shorewood upon the completion of the Project and submittal of the Engineer for the City of
Shorewood's final estimate for the Project to the City of Tonka Bay.
Upon final payment to the Contractor by the City of Shorewood, any amount remaining as a
balance in the deposit account will be returned to the City of Tonka Bay on a proportionate basis based
on the City of Tonka Bay's initial deposit amount and respective final proportionate shares of the
Project costs. Likewise, any amount due the City of Shorewood from the City of Tonka Bay upon final
payment by the City of Shorewood shall be paid by the City of Tonka Bay as its final payment for the
construction costs of said Project within forty five (45) days of receipt of an invoice from the City of
Shorewood.
- 5 -
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
VIII
The County or its agents shall acquire all additional right of way, permits and/or easements
required for the construction of said Project.
The City of Shorewood shall reimburse the County for fifty (50) percent of the final cost of all
additional right of way, permits and/or easements required for the construction of said Project within
the City of Shorewood, plus all costs incurred by the County in acquiring said right of way, permits
and/or easements within the City of Shorewood.
The acquisition costs incurred by the County as described herein shall include, but are not
limited to the following:
. monies paid to property owners, or on behalf of property owners, as .part of negotiated settlements
. costs incurred with obtaining property through, and compliance with, Minnesota Statute Chapter
117 (eminent domain), including all damages and awards resulting therefrom
. relocation expenses, including the costs of consultants used therefor
. appraisals and appraisal services
. title opinions and updates
. document searches (judgment, name title, etc)
. closing, conveyance and recordation fees and taxes
. costs to maintain, provide security for, or remove and dispose of vacant property, and any
improvements thereon
. costs incurred for the relocation, reconstruction, adjustment, and/or removal of existing private or
public utility conduits or other structures located in or upon lands acquired and within present right
of way when existing valid easements and/or permits provide for reimbursement to the utility
owner for the relocation, reconstruction, adjustment, and/or removal of the existing utility facilities
(or when a court of competent jurisdiction determines that the Cities or County is obliged to pay
such amounts)
Specifically excluded from the above listing are any costs incurred by the County for their respective
personnel costs, attorneys' fees, and the costs of any consultants employed by them for the sole purpose of
negotiating acquisitions directly with property owners. All such costs for personnel, attorneys, and
consultants shall be the sole responsibility of the acquiring party.
Damages, as used in this section, pertains to acquisition costs allowed by Minnesota Statutes
Chapter 117 and does not abrogate the meaning of the language set forth elsewhere in this Agreement.
For informational purposes only, the total right of way expenses described herein are estimated
to be $500,000.00 of which the City of Shorewood's share is estimated to be $250,000.00.
-6-
Agreement No.. PW 50-46-03
CSAH 19, C.P. 9821
Upo.n co.mpletio.n o.f the Pro.ject, the Cities agrees to. grant right o.f way to. the Co.unty o.ver tho.se
lands o.wned by the Cities that are a part o.f the required right o.f way fo.r co.nstructio.n o.f the
impro.vements pro.po.sed herein fo.r CSAH 19.
IX
The City o.f Sho.rewo.o.d has previo.usly acquired pro.perty upo.n which a sto.rm water retentio.n
po.nd, kno.wn as the Gideo.n Po.nd, will be built as part o.f the Pro.ject. The Co.unty agrees to. reimburse
the City o.f Sho.rewo.o.d fo.r the increased co.ntributing flo.w o.f sto.rm water fro.m Co.unty ro.adways
co.nstructed under this project. As set fo.rth in Exhibit "A'\ said Co.unty's reimbursement to. the City o.f
Sho.rewo.o.d shall be Six Tho.usand Two. Hundred Nineteen Do.llars and Eighteen Cents ($6,219.18).
x
The Co.unty, thro.ugh its Ro.adside Enhancement Partnership Pro.gram (REPP), will participate in
a pro.po.rtio.nate share o.f the co.nstructio.n Co.sts fo.r the burial o.f utilities within the limits o.f the Pro.ject
by Xcel Energy, fo.r the co.nstructio.n o.f street lighting within the pro.ject co.rrido.r and fo.r landscaping.
It is understo.o.d that lines and facilities fo.r local distributio.n o.f electrical energy will be relo.cated
undergro.und within the limits o.f the Pro.ject by Xcel Energy under a separate co.ntract with the City o.f
Sho.rewo.o.d. The Co.unty, thro.ugh REPP, will participate in a pro.po.rtio.nate share o.f the Co.sts to.
undergro.und said lines and facilities fo.r lo.cal distributio.n o.f electrical energy. As set fo.rth in the
Co.unty's Co.st Participatio.n Po.licy the Co.unty's pro.po.rtio.nate share o.f the co.nstructio.n Co.sts eligible
fo.r this funding so.urce shall be fifty (SO) percent, and shall no.t exceed the amo.unt o.f $128,100.00
(based o.n a maximum Co.unty co.ntributio.n o.f $300,000.00 per centerline mile). Included in Exhibit
"A" is the estimated amo.unt o.f $71,365.64 which represents the Co.unty's pro.po.rtio.nate share o.fthe
Co.sts to. undergro.und Xcel Energy's facilities.
It is further understo.o.d that the Co.unty, thro.ugh REPP, will participate in a pro.po.rtio.nate share o.f
the Co.sts fo.r the co.nstructio.n o.f street lighting within the limits o.f the Pro.ject. As set fo.rth in the
Co.unty's Co.st Participatio.n Po.licy the Co.unty's propo.rtio.nate share o.f the co.nstructio.n Co.sts eligible
fo.r this funding so.urce shall be fifty (SO) percent. Similarly, it is further understo.o.d that the Co.unty,
thro.ugh REPP, will participate in a pro.po.rtio.nate share o.f the Co.sts fo.r landscaping within the limits o.f
the Pro.ject. As set fo.rth in the Co.unty's Co.st Participatio.n Po.licy the Co.unty's pro.po.rtio.nate share o.f
the co.nstructio.n Co.sts eligible fo.r this funding so.urce shall be thirty three (33) percent and shall no.t
exceed the amo.unt o.f $85,400.00 (based o.n a maximum Co.unty co.ntributio.n o.f $200,000.00 per
centerline mile). It is understo.o.d that the actual amo.unt o.fthe Co.unty's participatio.n fo.r street lighting
and landscaping shall be determined using the actual co.ntract unit prices fo.r the eligible pay items and
the actual quantities o.f wo.rk co.mpleted o.n the Pro.ject.
XI
-7-
'.
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
The County will participate in the replacement of trees removed 'necessary for the construction
of the Project to the extent of State Aid participation. As set forth in the County's Cost Participation
Policy, the County's participation shall be a two to one replacement on trees and shall be limited to one
(1) percent of the total construction costs for the Project. It is further understood that the actual amount
of the County's participation shall be determined using the actual contract unit prices for the eligible
pay items and the actual quantities of work completed on the Project, subject to the aforesaid stated
limits.
xu
The County will supply the traffic signal cabinets, controllers and control equipment, including
the emergency vehicle preemption (EVP) cards, (County Supplied Equipment) for the traffic control
signal system installed as a part of said Project. The City of Shorewood agrees to reimburse the
County for its respective proportionate share of the costs of the County Supplied Equipment. Said
proportionate share of the County Supplied Equipment shall be equal to the City of Shorewood's
proportionate share of the contract signal work. An estimate of the City' of Shorewood's share of
County Supplied Equipment is incorporated into Exhibit II A". It is further agreed that said estimate of
the costs of County Supplied Equipment is an estimate and that the actual costs of equipment as
determined by the County Engineer shall govern in computing the total final apportionment of cost
participation by the City of Shorewood in the County Supplied Equipment. .
The County will invoice the City of Shorewood separately for said County Supplied Equipment.
Payment shall be made to the County by the City of Shorewood for the full amount due on said invoice
within forty five (45) days of the invoice date.
XIII
All payments to the City of Shorewood must be postmarked by the date due or a late penalty of
one (1) percent per month, or fraction thereof, on the unpaid balance will be charged to the City of
Tonka Bay. The City of Tonka Bay shall pay the amount due as stated on the statement,
notwithstanding any dispute of such amount. Should a disputed amoun~ be resolved in favor of the
City of Tonka Bay, the City of Shorewood shall reimburse the disputed amount plus daily interest
thereon calculated from the date such disputed amount was received by the City of Shorewood. Daily
interest shall be at the rate of one (1 %) percent per month on the disputed amount.
All payments to the City of Shorewood must be postmarked by the date due or a late penalty of
one (1) percent per month, or fraction thereof, on the unpaid balance will be charged to the County.
The County shall pay the amount due as stated on the statement, notwithstanding any dispute of such
amount. Should a disputed amount be resolved in favor of the County, the City of Shorewood shall
reimburse the disputed amount plus daily interest thereon calculated from the date such disputed
amount was received by the City of Shorewood. Daily interest shall be at the rate of one (1 %) percent
per month on the disputed amount.
-8-
'.
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
All payments to the County must be postmarked by the date due or a late penalty of one (1)
percent per month, or fraction thereof, on the unpaid balance will be charged to the Cities. The Cities
shall pay the amount due as stated on the statement, notwithstanding any dispute of such amount.
Should a disputed amount be resolved in favor of the Cities, the County shall reimburse the disputed
amount plus daily interest thereon calculated from the date such disputed amount was received by the
County. Daily interest shall be at the rate of one (1 %) percent per month on the disputed amount.
XIV
It is hereby understood and agreed by the parties hereto that the County will be funding its share
of the costs for the Project with County State Aid monies. It is further understood and agreed that the
County reserves the right not to make payment to the City of Shorewood for its share of the costs if any
action or inaction of the City of Shorewood causes MnlDOT's State Aid Engineer to determine that the
County's costs are not eligible for State Aid funding.
xv
All records kept by the Cities and the County with respect to the Project shall be subject to
examination by the representatives of each party hereto.
XVI
The County reserves the right not to issue any permits for a period of five (5) years after
completion of the Project for any service cuts in the roadway surfacing of the County Highways
included in said Project for any installation of underground utilities which would be considered as new
work; service cuts shall be allowed for the maintenance and repair of any existing underground
utilities.
xvn
It is agreed that the Cities shall, at its own expense, remove and replace all Cities' owned signs
that are within the construction limits of said Project. Removal and replacement 'operations shall be
coordinated with the construction activities through the County's Project Engineer.
xvrn
As part of said Project, "No-Parking" signs shall be installed as represented in the plans and the
Cities, at their expense, shall provide the enforcement for the prohibition of on-street parking on those
portions of CSAH 19 constructed under this Project recognizing the con~urrent jurisdiction of the
Sheriff of Hennepin County.
Any modification of the above parking restrictions shall not be made without first obtaining a
resolution from the Hennepin County Board of Commissioners permitting said modification.
-9-
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
XIX
The Cities agree that any municipal license required to perform electrical work within the Cities
shall be issued to the Contractor or the County at no cost to the Contractor or the County. Electrical
inspection fees shall not be more than those established by the State Board of Electricity in the most
recently recorded Electrical Inspection Fee Schedule.
xx
The City of Shorewood shall install, cause the installation of, or perpetuate the existence of an
adequate three wire, 120/240 volt, single phase, alternating current electrical power connection to the
traffic control signals, flasher and integral street lights included in the Project at the sole cost and
expense of the City of Shorewood. Further, the City of Shorewood shall provide the electrical energy for
the operation of the said traffic control signal, flasher and integral streetlights at its sole cost and
expense.
XXI
The Cities shall not revise by addition or deletion, nor alter or adjust any component, part,
sequence, or timing of the aforesaid traffic control signals, however, nothing herein shall prohibit
prompt, prudent action by properly constituted authorities in situations where a part of such traffic
control signals may be directly involved in an emergency.
XXII
Upon completion of this Project, the County shall thereafter maintain and repair said traffic
control signal system installed as a part of said Project, all at the sole cost and expense of the County.
Said maintenance shall include all EVP components. Further, the County, at its expense, shall
maintain 110 volt power to the line side of the fuse in the base of the signal poles for the integral street
lights. The City of Shorewood, at its expense, shall maintain the fuse, the luminaire and the wire to the
load side of the fuse in the base of the signal poles.
The EVP Systems provided for herein shall be installed, operated, maintained or removed in
accordance with the following conditions and requirements:
1. Emitter units may be installed and used only on vehicles responding to an emergency as defined
in Minnesota Statutes Chapter 169.01, Subdivision 5 and 169.03. The Cities will provide the
County Engineer or his designated representative a list of all such vehicles with emitter units.
2. Malfunctions of EVP Systems shall be reported to the County immediately.
- 10-
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
3. In the event said EVP Systems or components are, in the opinion of the County, being misused
or the conditions set forth herein are violated, and such misuse or violation continues after
receipt by the Cities of written notice thereof from the County, the County shall remove the EVP
Systems. Upon removal of the EVP Systems pursuant to this paragraph, the field wiring, cabinet
wiring, detector receivers, infrared detector heads, indicator lamps and all other components
shall become the property of the County.
4. All timing of said EVP Systems shall be determined by the County.
XXIII
Each party agrees that it will be responsible for its own acts and the results thereof, to the extent
authorized by the law, and shall not be responsible for the acts of the other party and the results thereof.
The County's and the Cities' liability is governed by the provisions of Minnesota Statutes, Chapter 466.
The County and the Cities each warrant that they are able to comply with the aforementioned
indemnity requirements through an insurance or self-insurance program.
XXIV
It is understood and agreed that upon completion of any and all improvements proposed herein,
all fencing, ornamental railings, water distribution system components, sanitary sewer systems,
concrete sidewalk, concrete driveway, landscaping and associated landscaping structures, and all
municipal street construction included in said improvement shall be the property of the city within
which said improvement is located and all maintenance, restoration, repair, replacement or other work
or services required thereafter shall be performed by the respective city at no expense to the County.
Upon completion of the Project the Cities, at their sole cost and expense, will perform all routine
maintenance on the retaining walls constructed as a part of the Project. In the event, at any time in the
future, that the retaining walls constructed as a part of the Project are rehabilitated and/or replaced the
County agrees to participate in fifty (50) percent in the City of Shorewood and one hundred (100)
percent in the City of Tonka Bay the costs of rehabilitation and/or replacement for said walls.
Upon completion of the Project the County shall, at its own cost and expense, retain ownership
and maintenance responsibilities for those portions of the roadway storm sewer drainage system
functioning as catch basins and associated lead pipes that are within or between the outermost curb lines
of the County roadways as well as those within the radius return limits of intersecting municipal streets.
All other components of the roadway storm sewer drainage system, constructed as a part of this Project
including but not limited to all trunk lines, drainage structures, drainage ponds, retention ponds, and grit
chambers, shall become the property of the city within which said improvement is located and shall be
maintained by the respective city.
- 11 -
".
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
Included in the Project is the construction of a storm water retention pond and grit chamber west
of CSAH 19 and north of Smithtown Road in the parcel of land commonly known as the "Gideon Glen"
area. It is further understood and agreed by the parties hereto that the City of Shorewood shall be
responsible for the maintenance and cleaning, at its own costs, of the above mentioned retention pond
and grit chamber.
Included in the Project and incorporated into the afore referenced traffic control signal system to
be constructed at the intersection of CSAH 19 and Smithtown Road/Country Club Road is a flasher for
the fire station located east of the aforesaid intersection. It is understood and agreed that said flasher
shall become the property of the City of Shorewood and shall be maintained by the City of Shorewood at
its sole cost and expense. It is further understood and agreed that the City of Shorewood shall provide
the electrical energy for the operation of said flasher at its sole cost and expense.
All questions of maintenance responsibilities that may arise shall be jointly resolved by the Cities'
respective City Engineers and the County's Operations Division Engineer.
It is hereby understood that the County requires an operational clear zone behind the face of curb
for storage of snow removed from County roadways. The Cities hereby agrees that the Cities shall be
responsible for the removal of any snow that may be placed on the sidewalks and/or pedestrianlbicycle
paths within the operational clear zone, as a result of the County's snow removal operations on CSAH
19 within the limits of said Project. This paragraph is not intended to confer a benefit upon any third
party and the Cities' decision to remove snow from the sidewalk andlor paths shall be made by the
Cities in their sole discretion pursuant to its policy on removal of snow and ice from its sidewalks
and/or pedestrianlbicycle paths and trails.
xxv
The City of Shorewood agrees to defend, indemnify and hold harmless the County and the City
of Tonka Bay, its officials, officers, agents, volunteers and employees, from any liabilities, claims,
causes of action, judgments,. damages, losses, costs or expenses, including, reasonable attorneys' fees,
resulting directly or indirectly from any act or omission of the City of Shorewood, its contractors,
anyone directly or indirectly employed by them, and/or anyone for whose acts andlor omissions they
may be liable for related to the ownership, maintenance, existence, restoration, repair or replacement of
the afore defined City of Shorewood owned improvements constructed as part of said Project. The
City Shorewood' s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 or
other applicable law.
The City of Tonka Bay agrees to defend, indemnify and hold harmless the County and the City of
Shorewood, its officials, officers, agents, volunteers and employees, from any liabilities, claims, causes
of action, judgments, damages, losses, costs. or expenses, including, reasonable attorneys' fees,
resulting directly or indirectly from any act or omission of the City of Tonka Bay, its contractors,
anyone directly or indirectly employed by them, andlor anyone for whose acts andlor omissions they
may be liable for related to the ownership, maintenance, existence, restoration, repair or replacement of
- 12-
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
the afore defined City of Tonka Bay owned improvements constructed as part of said Project. The City
Tonka Bay's liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 or other
applicable law.
The County agrees to defend, indemnify, and hold harmless the Cities, its officials, officers,
agents, volunteers, and employees from any liability, claims, causes of action, judgments, damages,
losses, costs, or expenses, including reasonable attorneys' fees, resulting directly or indirectly from any
act or omission of the County, its contractors, anyone directly or indirectly employed by them, and/or
anyone for whose acts and/or omissions they may be liable related to the ownership, maintenance,
existence, restoration, repair or replacement of the afore defined County owned improvements
constructed as part of said Project. The County's liability shall be governed by the provisions of
Minnesota Statutes, Chapter 466 or other applicable law.
XXVI
The City of Shorewood also agrees that any contract let by the City of Shorewood or its agents
for the performance of the work on County State Aid Highway No. 19 as provided herein shall include
clauses that will: 1) Require the Contractor to defend, indemnify, and hold the County, its officials,
officers, agents and employees harmless from any liability, causes of action, judgments, damages,
losses, costs or expenses including, without limitation, reasonable attorneys' fees, arising out of or by
reason of the acts and/or omissions of the said Contractor, its officers, employees, agents or
subcontractors; 2) Require the Contractor to be an independent contractor for the purposes of
completing the work provided for in this Agreement; and 3) Require the Contractor to provide and
maintain insurance in accordance with the following:
1. Commercial General Liability on an occurrence basis with
Contractual Liability and Explosion, Collapse and Underground
Property Damage (XCU) Liability coverages:
Limits
General Aggregate $1,000,000
Products--Completed Operations Aggregate $1,000,000
Personal and Advertising Injury $1,000,000
Each Occurrence - Combined Bodily Injury and
Property Damage $1,000,000
Hennepin County shall be named as an additional insured for the Commercial General
Liability coverage with respect to operations covered under this Agreement.
2. Automobile Liability:
Combined Single limit each occurrence coverage or the
equivalent covering owned, non-owned, and hired
automobiles: $1,000,000
3. Workers' Compensation and Employer's Liability:
A. Workers' Compensation Statutory
If the Contractor is based outside the State of Minnesota,
- 13-
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
coverages must apply to Minnesota laws.
B. Employer's Liability. Bodily injury by:
Accident - Each Accident
Disease - Policy Limit
Disease - Each Employee
$100,000
$500,000
$100,000
An umbrella or excess policy over primary liability coverages is an acceptable method to provide
the required insurance limits.
The above subparagraphs establish minimum insurance requirements. It is the sole responsibility
of the City of Shorewood's Contractor to determine the need for and to procure additional insurance
which may be needed in connection with said Project.
All insurance policies shall be open to inspection by the County and copies of policies shall be .
submitted to the County upon written request.
XXVII
It is further agreed that any and all employees of the City of Shorewood and all other persons
engaged by the City of Shorewood in the performance of any work or services required or provided for
herein to be performed by the City of Shorewood shall not be considered employees of the County, and
that any and all claims that mayor might arise under the Minnesota Economic Security Law or the
Workers' Compensation Act of the State of Minnesota on behalf of said employees while so engaged
and any and all claims made by any third parties as a consequence of any act or omission on the part of
said employees while so engaged on any of the work or services provided to be rendered herein shall in
no way be the obligation or responsibility of the County.
It is further agreed that any and all employees of the City of Tonka Bay and all other persons
engaged by the City of Tonka Bay in the performance of any work or services required or provided for
herein to be performed by the City of Tonka Bay shall not be considered employees of the County, and
that any and all claims that mayor might arise under the Minnesota Economic Security Law or the
Workers' Compensation Act of the State of Minnesota on behalf of said employees while so engaged
and any and all claims made by any third parties as a consequence of any act or omission on the part of
said employees while so engaged on any of the work or services provided to be rendered herein shall in
no way be the oqligation or responsibility of the County.
Also, any ~d all employees of the County and all other persons engaged by the County in the
performance of ~y work or services required or provided for herein to be performed by the County
shall not be con~idered employees of the Cities, and that any and all claims that mayor might arise
under the MinnejSota Economic Security Law or the Workers' Compensation Act of the State of
Minnesota on behalf of said employees while so engaged and any and all claims made by any third
parties as a consequence of any act or omission on the part of said employees while so engaged on any
- 14-
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
of the work or services provided to be rendered herein shall in no way be the obligation or
responsibility of the Cities.
:XXVIII
In order to coordinate the services of the County with the activities of the Cities so as to
accomplish the purposes of this Agreement, the Hennepin County Engineer or designated
representative shall manage this Agreement on behalf of the County and serve as liaison between the
County and the Cities.
In order to coordinate the services of the City of Shorewood with the activities of the County and
the City of Tonka Bay so as to accomplish the purposes of this Agreement, the Director of Public
Works/City Engineer or designated representative shall manage this Agreement on behalf of the City
and serve as liaison between the City of Shorewood, the City of Tonka Bay and the County. .
In order to coordinate the services of the City of Tonka Bay with the activities of the County and
the City of Shorewood so as to accomplish the purposes of this Agreement, the City Engineer or
designated representative shall manage this Agreement on behalf of the City and serve as liaison
between the City of Shorewood, the City of Tonka bay and the County
XXIX
It is understood and agreed that the entire Agreement between the parties is contained herein and
that this Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof. All items referred to in this Agreement are incorporated or attached and are .
deemed to be part of this Agreement.
Any alterations, variations, modifications, or waivers of provisions of this Agreement shall only
be valid when they have been reduced to writing as an amendment to this Agreement signed by the
parties hereto.
xxx
The provisions of Minnesota Statutes 181.59 and of any applicable local ordinance relating to
civil rights and discrimination and the Affirmative Action Policy statement of Hennepin County shall
be considered a part of this Agreement as though fully set forth herein.
XXXI
This Agreement is a cooperative agreement between parties hereto pursuant to Minnesota Statue
Section 429.041 Subdivision 5. Any improvements made in the City of Tonka Bay shall be made
pursuant to said statutory provisions.
- 15 -
Agreement No. PW 50-46-03
CSAH 19, C.P. 9821
COUNTY OF HENNEPIN
ATTEST:
By:
Deputy/Clerk of the County Board
By:
Chair of its County Board
Date:
Date:
APPROVED AS TO FORM:
And:
AssistantlDeputy/County Administrator
By:
Assistant County Attorney
Date:
Date:
And:
Assistant County Administrator, Public Works
Date:
APPROVED AS TO EXECUTION:
RECOMMENDED FOR APPROVAL
By:
Assistant County Attorney
By:
Director, Transportation Department and
County Engineer
Date:
Date:
- 17 -
J!..A.t1.lD.l.l "'&"
DIVISION OF COST SUMMARY
HENNEPIN COUNTY PROJECT NO. 9821
S.A.P. NOS 27-619-18, 216-020-02, 216-101-02, 216-108-01
CSAH 19
Estimated
Total Cost
City of
Shorewood
City of
Tonka Bay
Contract Construction
State Aid Funds
Roadway
Storm Sewer (I)
Local Funds
Subtotal
Construction (4)
Engineering
County Supplied
Signal Equipment (2)
Right of Way (3)
Contributing Flow (6)
Gideon Pond
641,585.61
257,625.73
50.285.00
949,496.34
2,519,437.66
462,523.75
172.477.59
3,154,439.00
64,290.80
41.819.70
106,110.50
84,448.55
75,959.71
8,488.84
18,000.00
1,500,000.00
5,940.00
250,000.00
6,219.18
Utility
Undergrounding (5)
TOTALS
142.731.27
$4,905,838.00
37.082.82
$1,318,478.87
34.282.81
$148,882.15
Hennepin
County
1,877,852.05
140,607.22
80.372.89
2,098,832.16
12,060.00
1,250,000.00
6,219.18
71.365.64
$3,438,476.98
(1) Hennepin County's proportionate share 30.4%, Shorewood's proportionate share 55.7%, Tonka Bay's proportionate
share 13.9%. .
(2) Hennepin County's proportionate share 67%, Shorewood's proportionate share 33%.
(3) Right of way within Shorewood 50% Hennepin County, 50% Shorewood; right of way within Tonka Bay 100%
Hennepin County.
(4) Computed at 8% of the Cities' share of the contract construction costs for the project.
(5) Hennepin County participation limited to 50%, maximum contribution $300,000.00 per centerline mile, project
length 0.427 miles, County's participation funded by Roadside Enhancement Partnership Program.
(6) County participation = area of pond in acres x County percentage of drainage x 50% of County's contributing flow
x 50% for right of way x price per acre (2.37 x.3 x.5 x.5 x 34,482).
ACCOUNTSPAYABLE/RECEIVABLES~Y
Payable to Payable to Payable to Payable to
Shorewood Shorewood County County
by County by Tonka Bay by Shorewood by Tonka Bav
Contract
Construction $2,098,832.16 $106,110.50
Construction
Engineering 75,959.71 8,488.84
County Supplied
Signal Equipment 5,940.00
Right of Way 250,000.00
Contributing Flow
Gideon Pond 6,219.18 6,219.18
Utility
Undergrounding 71,365.64 34,282.81
TOTALS $2,176,416.98 $140,393.31 $331,899.71 $8,488.84
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"; Sheet 1 of6 WL
--- - -- - - -
.. - .
'-' -
II'SB P,roJ- CSAR 19. Smilh_llaa4, CC Rood . Duigft by: RCH
/'rrJjI&I L8cG1f....: Sbarewoad, MN Choabdby: DWS,CTR
Il'!B /'n>jiII:t No: 01311.01 IlIle 4JZ7/2l104
. CSAH 19 (C.P.9821)
Estimate of Quantity and Cost
. Staraa Sewer
CSAB 11 CSAB 11 CSAJl 11 CSAB 11 CSAJI 11 SmithlllWll ltaad Colllltr, 0... Raa4 Cit: afno........od Ciq orTlIIIIca Bar 30.4%SAP.:1'1-619-11
s..u. %7-4111:-11 s..u. :&7-411",11 CoP.9UI s..u,%I6-GDC s.A.P .1J.6.II2O..O:& s.A.P.%1'-101-G 8.A.P. n'-loa.al 37.& 'Ii S.A.P. :116-0%0-0:1
BOIIlIOpia c-I;r B~C_t: Jl.U.7. ......011 CiqafSllo~ CiI;r afSllo........ CiI;r afn......... Citrofn......... Local CNt Local Cost 12.1 'Ii S.A.P. :&15-101..Q1
S-"pIac Ifoaaepia CoDllI;r SlnelIc8pIaJ S.B%SAP. :&15-101-01
TAB SHEEr Pn'ectTDI2I r -... Fads lU'ATanbtl.,
I- .......... ....- UoIt ~ ':.::;= IloIWoIod I!aIbo1ooI ~ .Ea1imaJo4 ~ ~ ~ IIIIimIIo4 ~ ~"".:::' ~ EaIIoude4 I!MooIool ~ ~od ~, &liIIlo"'" &Iinatod I!MooIool ......... ...='"
VA ...--... ..;.::.; n;;::;;,;; ........... -c;.- ......,.. CalL I ............ ...... nu...... Coot ..... n.;;.;,;,.;.' .r;;.... .~
2lI1ua1 ' LtINP 111M SUII,tIIlII.III IJIlI 12G,QOO.II us IUllIl.IIlI o.os 6,lIlIO.OD 0.ll1 2.4OO.lllII 0JIlI IIl,IIIO,OII o.a:I. 2,4ll11JX11 II.Il6 7.21l1L1101 GJD '
3,IllOJII om. 2,400.00 o.al IJlIQ.llII LIS II,IIOlIJIO
I I
2IJIJIII lFIiltlloma;TYPI!~ EACII Sl,lllD.lll IJIlI 1JllOJl111 us 4,I25JlDI G.II5 m.oc 0.ll1 15O.IIi 0JIlI m.ac om. 15O.lIl LD& - II.lII :W.DC 0.01 ISG.lIIlI o.al 1S.D!
LIS 1,125.DC
I I I
B . 210lJIII Ic::uwulG Jll:U ~ LIa 9.lIIG.lXlI U1 1,IJ0.00I G.III 24O.DC G.III 2ACI.DI
. '. 210UOl Icat!IIlBII<<J Jll:U J.03 '.GIO.DClI U1 uto.ooI G.III 24O.DC O.lll 2ACI.DI
2.I0LlOl IRDarCUTllNO I UN Fl' S3 !III ~ 5111 2JlIG.OIII
2101.110 tntD'tRIIoOGHll I III:lIA WII 10 1.JOIlJIIlI 10 UlIOJlllI
I I " .
l\( 21 2102.502 \\VEIolEN1'MA1lDIO UNcIVAL. 'IlII\IPCIIAIl.Y UN Fl' SlIJl S40 2,m.ooI 5S4lI 2,TlO.IIllI
l\( 21 2102J\12 <\VEIolEN1'N.WllNCIIIEMOVAL.l'IlRIoWIiNr LlNFl' SlIJl 1110 4.G1O..D1l1 1110 4,O'IlLooI
I I, .
A . 2104J\11 IlI!MClYEWA_1IAIII 1 UNJ'1' IUI m ua.ooI m 2.W.OOI
A. . %104J111 RllNl.'lYlllliWl!ll.!lPll~ UNJ'1' SWlIlI ' "7 UI4.oo1 5ICI 7.l11o.oo1 .. M 4U 11 I'/I.llI
A. . 2104J111 Ill!MDVillliWl!ll.!lPlltlAMl'AIly) LlNFl' -iiI 354 2,124.001 354 2,DA..DIII ,
A . 2104.5111 1lI!IolOYIlCURBANDOIl1'JE1L UNJ'1' m I.W.IIIII 540 1.ao.ooI D 146.DIII
2104.5C11 RlII.tOYIIlEWNIHCl WALl. SQFl' WOI m 1,I1J.IlIIII 115 I.m.aoI I
IoJf 1,21 21_ ~'IIlIIZItIWINCUIPA \II!MENI'(I'l 14 SQYD SIJIlII mil :&1,J1OJlOI :IA4IO 24.4lO.0oI 1130 I,IH.DIII me 1,'l2OJlIII
A. , 2104J\1t olDYEJIIlIU:lINO :FllIHlA.'IIaf LtINP SlJId SI5.OOlIJIDI I IS.IllIIl.IIlII I lS.lIlIll.lIIlI
It. . 2104J\1t olDYElXlNCIlIlDt~ EACH lIao.ooI II 1.IlIO.DClI , IIIO.lIIII 2 2IlIl.DC
It. . 21_ olDYEUGIl1' IIAIB fOl:DolD.\'IIaf EACII D!OJIOI I 2,GllD.aoI 1 1,15C1.OlJ1 I 250JlI
A- . 2104J\1t R.1lNO'IIlMANlltU (StQ'RloO I!ACK -S 4 IGO.IIOI 4 ' IlIlIJlOI
It. . 21_ DWlM!CA.'R:K8AiIIl' 13 JlACII 7 1,4IIII.IIIlI 4 IOO.GIII 3 100.II
A . 21_ ~SlGNnRlC IL\CK lloa.ooI 31 2,100.001 34. 2.4IIO.lIOI 2 ZlD.IlIII 2 2lIII.II
It. I 2IIMJOt~ R.1lNO'IIlRYl)RAN1' EAaf S4ao.ooI 3 \.2lIll.IIDI 2 IOO.lIOI I 400.00I
It. f 2104J\1t RllNl.'l'lllGA'IEVAL'IIl EAaf __ 1 . 300.00I I I 300.DC
It. . 2114J\1t REIoIDVEMANIIa.I (SANII'AllY) I!ACK -.aoI I 2OO.CIlII I 2OII.lIIlI
A f 2104J11t R.1lNOYII SIIlN TYl'IlJ:l IL\CII 1I!O.OOI I JSO.OOI I ISO.OllI
C , 2104J111 SAWINCICDlCItEIEPAYEMEMl' O'\II.Lt:8I'lIll LlNI'1' I4JIOI 141 m.ooI 141 5WIIlI
C . 210UII SAWINOm'A\II!MENI'\PIlLI.tIIlPJI\I UNJ'1' S2.III illS ~.saI IIIlS 4,012.301 7S 117 m 337.5l
A . 2I1M.5D IALVAGlI SlGNTYPEC IL\CK SWIll 4 3llD.aoI I z I!O 2 I!O.OOI
It. . 2104.5:13 I8ALv AllIlIlllNTYPE SI'.liCIAL EAaf S!O.DC 4 :zaa.ool 2 lao.ooI Z 1110.
It. . 2104.5:13 IALVAGlILlClllrITANIWtD.t1.l1MlHAlRll EAaf 335O.DC1 f 2,lao..ooI 4 I,4CIO.DCII z 'llIO
2104.525 AllANDCIfPll'l5IWEII. EAaf swoI 130 2,l1O.DC 110 2,16Il.aoI
0 71 ' 2104.5:1$ AllANDCIf A lIlIA1. WIILL IIIIAI'1' I!ACK SI,llIO.IIIlI I 1,SIIIl.DC I I I.SOO.IIDI
A . 210UlD AIWIIXlNWAniILMAIN UNI'1' IIllJlClI 511 II,32OJIl I 511 1U2G.CCI
I I
'I , '2.IOS.J01 kxM.DIlXCIt.VA:I'lllNCIM (I'l cum suoI. :tsJOI 113,m :am ~ 1444 I.4tI.DC fill 4,IWIl
I , 2105.521 GRANlII..AIlIlClllDW lJ.'Y) 30 cu m WOI S300 3S,OOII -
I , 2105.522 Im.EcTllIlANUI.ARBCIIl1lDW q;:Y) (I'l CUyD IUlII 131113 lIII,IDt IItM 77. IOU f,l4UI I7t 1,If4.llI
I , 21111.11M FAIlIlIC TYPE V 21 SQYD Sl.lIlI 1410 13,f3S 2300 1500.1II IIOll 4,l11D.l11 1450 3,IWII
I , 2105.10'/ (EXCAVA:tlaf IIPB:IAL I CIM (I'l f CUyD 3U5I' 11300 !lI,J2S.IIi 1110 17,797.51 11M :&1,ll51.51 1101 U410l " , 1541 1,1%7.l1li
I r 210SSlt IWlLAt:lISPOSEIlFCONTAIlGNA'l!DMA'JERIAL 'tCIIf SUJIII 1400 IO,llllllJlIl - IOJIOO.IIC , ' .
I
2J:IU10 smm_(WlIHPIlZllPIIROllIllQ IIOIJR m.aoI 10 f.IllIIJIC 10 I.DCIO.DC
213G.!01 WA'I1iIl. l\( CIAI.LQfII mOl 31 III.DC \I 3H.DC S 110.11 S 110,11
21n.5CII ~aILCIlIDESCILIJ11Qf llA.l.LCN ILl 300 24S.Gl ':zaa 25O.lIl so SloS 50 . S'I.5l
D 7 UIIJ\II WlGRIiDA'lEIlAllcv.sa I q;:Y) II CUyD s:aJlII "12 21S,IIUO IS3f 'IN,4II.IIi MI u.OSI.IIIII 4:JS ';1$0.001
N 21 DIIJIII AllllR!XIA1IlIlAllcv.sa S 3 'IllN S14.1111 400 1.flIOJIOI a $,fDD.OO
I
M 21 muol PA'IaIIHO NDatIIlII 3 'IllN SIO.III 10 1,400.001 10 ',4_
I I
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"' Sheet 2 of 6
it .
\1I./L
11121 osIlmaIo.........)lM Z:dI
II2I2a04
~ ~ ., ...--. -
lIWB Pn>jet:t CSAlllt, SmilhtIlWJI Rood, CC 1tDod lloo!llnbV: IICH
. p,..}_ Lot:adtllC SbrRwaod, MN _dbV: DWS, CTR
lIWB Pn>jrt:l No: 01311.01 Dolo 4JZ7t.1D04
. CSAH 19 (C.P.9821)
Estimate of Quantity and Cost
s_Sewer
CSAB 11 CSAB 11 CSAB 11 CSAB 11 CSAll 11 Smltlol1nla ltalll C_trJa... Road Ciq afS1lonwDDd Ciq lll"roab Bar 30.4 % S.A.l'. :&1-'19-11
s.A.P, :&7"11-11 s.A,P,2.7"1I-l' CoP.9IU 8.A.P. 2l6-02H2 LU', 21S-02H2 S.A.P, :116-101..Q1 s.A.I'.215-1oa.al 37.' % S.A.P.2.16-020-02.
R-.piD CoDlltr lIcIIIIepia Cotmq- Jl.U.7. ......011 Ciq .rno.-o.d CiI;r ofSllo......d Cit:oCSlIomroIll CiI7 .rS1lorewllDd LataI CNt Local Cost 12.1 %S.A..P.:115-101-D1
SlnoIscapIac B_pill C.DIltr sv.tscaplac 5.8% S.A.P. 215-101.01
TAB SElISE1' P... et:lTotoI Local Jllmds 13.9% TtIIIi&tIl\Y
~~ ~ EalimaIod Eoliaunod -.. iIIimolod - "M:='" ~:: ~ Eoliaunod - - - - _lOll ~ ~ - - ~i'::' - - -
... ~ ....- ,..... 'OuooIkY ,;;.:.. -;;.::-.:...: "- no--.. n.;;;.,.. '""" -...:..:..... ;.~ ......... ..... ~, ..- n.:;.;,;,; ...... ...~ -;.,,;.:...,..; e-
N 31 21_1 MEMY' 4 WE.\JUNQ alUIlSEMDmJll$(II) " 'ION SIO.DC 37$ 1I.25O.DClI SlS 1I,2!O.IIi
D 7 :I2SDJII1 MEMY' 4 WIWlINOCCIJRIIIlMDmJll$1I'l 'ION maul 742 Z1,,...ooI 679 21,72Ll1OI 21 m.oc 42 1,3-
If 21 2JSlL5II3 nRlMY'3 NClNWIIAllIIlOCXlllllSIlNlXl'tlU (II) rr TCN S2I.OIII 3U iQ,7IO.IlIII 3U IO,7ID.lllII
D 7 2JSlL5II3 MEMV 3 NClNWIIAllIIlOCCIJRIIIlWlXl'\lllEII'l 'ItlH SJO.OaI !lS1 2U3O.ooI 171 2I,!3G.lIIII 31 710.00 54 l-"<Ull
I
D ' 7 23S1J\12 IoIA.'IIlRIALI'\JIl. TAl%COIt.T a.w.c:H SI.5I 2SOI 3,7WICII :l2'lS 3,112J1 1St 21LSO 74 1lI.Dl
I
D 1 :DIllJllI ITmsr,.sWllAlllllO cotlIlSINIX (4.1') 'ION m.DI 2IIS7 'll,lot.ool 17.. U.IIO.lII ' 110 s,na.o 117 4,J2t.DC
D 7 23IOJ\I1 .'lr'YtlJ!.sr W WIAIHlCC\JRllllNIX (4.1') TCN SJS.ooI 23Q 12,'Ill5.oaI I"" 11,145.11 241 1,IJ0.0 ISO s:maa
D 7 211O.5C11 Ir'YtlJ!.SP WNClN WEfoI.ClXlIISSMlX(4,B) 'ItlH S34.DC :illS !l5,710.ool :illS 95,7_
t
0 a 240IJ\II ImIlC1'UIlALClIlCIlEIB (IM3) CUYD I3Illl :111.7 5I.34Il.ooI 20U 41,IID.ooI ?S.I IS,IIO.II
0 a 2401.5D1 ClIlCIlEIBCJYO) cum at! SIIA 15O,IIl.lli m.1 1OS.M4JIII 15.\.1 45,5IU
0 a . 2401.s41 ~(IlPCIXYCOIt.'lEll I'CIUND SlI: 3SID 24.5l1OJG 2mO 1I,I'IJ.IllI '1st "'11.301
0 e 240U41 I'CIUND S1I 111:11 54,144Jl1 52I1SJ It,OI5.U 2I01:I.S IS,7$UI
I
2AO:I.SII ' IoRIw.!ENrALItAIIJHOTYPI!SfIlCIAl. :&1 UN Fl' S!IIl.ooI n4 17.f111l.C11 W.64 II,J07.li1 34UI 31,352.
I
1 , 2411.521 llIlANULAI.llACI3'IIJ, (CV) (I'l cu m HJOI 4W :&1,M1Jl 3230 2O,Qs.oc 100 '.MUll
I , 2411.511 S'DWCIU1UlEXCAVATIllN Cl.ASSV cum S4.7$1 4710 n,J7Ul 344U 11,310.31 1111.5 s.m.!3
1411.111 AllCIlIII!CIIlIlXIIlCIlE'nlTEXlllKl! SQJ'1' S1tllll1 IOU tl.m.ool 41IJ.S 62,45:1.S1 IftU 3,12:I.SlI
2411.111 AllCIlIII!CIIlICCLCI.1YlIIIN SQFI' S3.OOI IOU IU5$.OOI 41IJ.S 12,4!1O.51 ' Iftl.s 5,'lIUl
2421.&11 WOOD ltSTAlNIND WJJJ. 2S SQFI' S2S.DI 40 1.DClIl.OI 40 1.000.00I
2452.104 IS'IIlI!I. SIlEBTPUlG (PI!RW.NIlNI') D SQJ'1' SZI.ll1 1m 62,141.41 1311.4 31,411Jl 1311.4 11,471.2
P "'77 2!OI.s15 II'IlC Pll'EAl'Ilar I!ACK 1:I!O.ooI ! 150 I 2ICl.DCI
P "'77 2!OI.sl5 I2.rIlC PlPEA1'Ial lACK ' S4SO.OOI 3 wa I l,3so.oo1
P '11,77 2!OUIS iJcI' IlC PlI'IlA1'lal lACK mo.ooI I 'lIO I 7IOJIlII
P '11,77 . 2!O1.515 IW IlC PlI'IlA1'lal lACK ..... I IIG. I l1O.OO
I
p 'IS,77 2!OI.IIl3 '/IWIi OUAIlD FCIlII'PII'IIAI'RClN lACK S4llIIJXII I '-001 I 40ll
P 71,77 :uDl.lll1 'I1WlII 0l1AIlD FCIl24" Pll'EAI'RClN " lACK S45O.111l1 I 45O.ODI 1 4SOo
P '1I,'l'I 2!OLIOl '/IWIiOl1AllDFCIl3O'Pll'EAI'RClN I!ACK SI1O.ooI I QO.QOI' I All
P '1I,'l'I 2!Ol.III1 ITIAIR 0l1AIlD1Ul. 31" PlPEAI'RClN IACII 3IOQJIlII I 1l\O.ooI I 100
I
, 2SO:I.S41 PEIlFP\'CPll'lt1lllAlll 1 UNFI' lUll 900 4.otOJIlII !IOO 4,050.Dl
I
P "'77 2503.s41 1$'1lC PlPEsaw&.DESlGH3OOIa. v UN FI' SlIM :&100 12,100.00I : 1'/l1li l2,loo.oct
p '16,77 2503.s41 11'1lC""sawaIllllJON3OOIa.U UNJ'1' S2$.DC ns ..I25.0OI us ..125.IHlI
p '16,77 2SO:I.S41 II'IlC PIPE tIIMII. DII3IClII3OOI a. m ~FI' S2I.lIlII 4U u.m.ool 4D 13.524JlOI
P '11,77 2503.541 l2I'IICPIPE SEWBLDESIGN 3001 a.11 UNFI' SIQ " 2,FlQ.ooI " 2.9'/0.001
p '16,11 Z503.s41 l2I'IlCI'IPIlSEWBLDESlGN3OOI a. \II ~FI' m :II Ui :II Ifi.ooI
P "'77 15ID.S41 24'1lC PIPE_DESIGN 3OOIa.U UNFI' 1:11 II 2,171 II 2,1'7I.llIII
,p '1I,'l'I Z503.541 I24"IlC I'IPIl SEWIllDESlGH300I a.rv LlNFr D'I :II HI :II tQ.DlII
P "'77 1501S41 IO'IlC PlI'IlSBWatlElllGll3OOl a.rv UN Fl' S5OAOI 341 woo 241 11.4ClO.lIII
P 'IS,77 1501S41 WIlCPIPE_J:IIlllION3OOIa.11 UNFr S4I.ooI 190 "uo.ooI UII 1,12DAlDI
P "'77 25D1541 "'1lC PlPESI\fIIaJ:IllSKI3OOIa.rv UN Fl' m. 171 ,.405.iIOI m t,olOl.lll
p '7fo,77 2!O1.541 I6"IlC PlPElIIIWIIl1lESlaN3OOIa. v UNFI' SIO, 71 4,1i1lL 71 4,&11.0
P 'IS.77 2503.S41 WIlCPlI'IE_DllSIlSNIOOIa. V.JN:1J!D LlNFI' wo III a,5$l II' a.s511.11
2SID.lDI SANlfAR.Y lIE'M!UTPAIS LtINP 111M Sl.soa. I 7.!o1 I 7.soo.ao1
H 71 2SID.IDZ ~nOElGlSm<<l8ANITAIl.YSBWEIl. JAat D5O.IllI 3 1,I$l 1 I.i5O.lIlII
H 71 2S01I01 1cxHGcr'lO ElIIIiI:INO SANJrAR.Y SEWEll.IoWIHOl.Il lACK Slso.ool I 1JO. I 1JO.OOI
B 71 2SID.IDZ 1aHGcr'lO ElllSIINGSANJrAR.Y SEIl.VICE lACK Sloo.ooI I 100 I 100.00I
Hennepin County Agreement No. PW 50-46-03
Exhibit "A"; Sheet 3 of 6
6/2/aOO4
1m ...... mind)uno z.lIlI
WL
- -- -- - --.-
~ ,. . ' ., - tQII..'IIIA'Q "ILL. ""- ..-J:o. IIIl'1'll .
'.
II'SB Pro}tlt:l: CSAH 19, SmithloWR llaalI, CC 1taool llcIlsInbV: RctI
Projel:l Locatioft: S~d,MN ChukoolbV: _, em
II'SB Projttd No: 01381-01 Dale 4I27t.!llD4
CSAH 19 (C.P.9821)
Estimate of Quantity and Cost
Stona s......
CSAB 19 CSAB 19 CSAJI It CSAJlU CSAJl19 llmiIldIIwa Rod CouDtQ' au" J\lllld CilJ at SIll"""",,, Ot;rol'Toalcall"1 30.4 % S.A.l'. 2.1-'1!l-1I
s.A.P. Z'1o/i1Joll s.A.P,2.1o/il!l-lI CP.,azl S.A.P.2.1s.G2Q.OZ LU'.Zls.02H2. S.A.1'.2.16-101-G S.AJ'.2.16-101-01 37.8 % S.A.l'. 2.16-D2.O-G
Reaaepla C-lJ S_epla C.lllllJ LIt.P.P. hDds . Otrol'Sbonwoaol CilJ oI'Slao..-oo4 OlJ .rSh......od CilJ oI'SIul........ 1.0001 Cut t.oool Cost 12..1 %S.A.l'.2.11-IOI-G
SIroeIstapiaJ Beuepla CIItIlIl1 S_pml 5.1% S.A.l'. :1.16-101.01
TAB SSEE1' .....eo! Total LocaIll"" 13.9% TallcaBI\Y
.::=-- "-'-"- "'"'- UlIIL ........ - ~ _l01I ~ Eo\imldolI ~ - ia1iaaIlid - ......... - ~~ ~ Ii'IiliiIoIoII - ~ ~... ~ -- - _1iiI
.... u.~ ...... ;;:::;;.;;- CllIl Cast. -;;;:; . I'- M::...... ..... -~.... CllIl ....... ...... ..-- ........ . -;;:;- ,
11 71 25ll3.&112 is' 8I.NlrAll.Y SEWEIl.CUANOUT SAar SllIII.DI I llIOJIOI I -
11 71 25ll3.&112. COllEDIULIJlDIlOl,E WIllOar SAar -S5cia.oc I 5IIO.DOI I -
11 71 25ll3ADS I:&' PVC SEWI!I. PJPE.oSDll.35 UNfT . .aO.DI 3D ,,,.,,110I :m 9.tt1lJll11
11 71 35OS.&II2 Hl)PESANtWtYSEWEIl.SEIl.Y1CIl~~ UNfT s2iooI 110 2,'75O.DlII lIO 2,75O.aa1
, I I I
G 71 250UlIl CCNNIICr701lXDI1ND WA:lliP.MAlM I JAC/:t 1I.llIlO.DlII 4 4.lIIIlUIlII 1 2.DlID.IlIlI 2 ~
.0 11 2504.Iill2 H\'llIIoNr 1 SAar II.4OO.DlII 4 .uaa.o'aI 1 UIlI.DDI 1 UllIIJ
0 71 2IM_ rGAmVILVSANDIIOX I IlAdl S55O.aaI 5 2,7.lO.lIOI S 1,I5ll.DII 1 1.100
G 11 250UlIl 11' C1A'lEVALVSAND IIOX I SAar stJOO.aal z s..oOo.ooI I 1,5OOJlII I 1,5110
a 71 250UlIl L5" CIlIUI S1'OP JlAal lUll I I5II.DOI I ~
a 71 2IM_ 1.1' c:ouav.'lnI stCl' 1lACB m 1 7I.DOI 1 75
0 71 :!5Ol.Iill1 alHlIECT70 EXJmNQWA't!R.lI&R\IICS IlACS - I 250.001 I -
G 71 250UIIJ 1.1' TYPll r; lXIPP/!ItJllllll 1JIi'fT SliI IS' UII.aaI IS UIIJX
G 71 15DCADS WA%EIIMAIN1:IUCrU IIa4 a. 51 1 UNfT 117 10 LS.DIlI 41 I4II.aaI D :tlO.DI
a 71 250UIIJ IrWA"lEllWAIIUIOCIUIla4a.51 1 UNfT S3I.DlII au s:Ll!ll.Dlll as n,UOJIO 570 llMU01
0 71' 25lM.lIIM . PCLYI1'YIlIlNIl \IISIlU3IllK lIQ'YD IlO.DlII 15 JOO.DOI IS soo.aaI
p, 71 2IM.lIllI \tllICnU!1RCINmT\NllI - l'ClUND ttllIII soso I.DIIO.CIOI. 1720 s,44O.DIl ISIO 2.62OJlO
I I
p '1&;17 25DUOI ICONSt'CllAINAOIlsmuc:rullEIlESKINF UNfT I225.DlII 114", St,'lA ru.n st.3A211
p "'" 25DUOI ICCNSI'IllWIWlIl smuc:rullE DIlSIClNa UNfT -s:iDa.ooI SUI I \Jll1 SUI I UD2JlIlI
P 7f;I7 25DU01 IC:a4S1'IlIlAINAGE mwcIIlIEDES 41-ll12O UNfT sz.so.oaI 1!I5.17 41,H7 Its.17 4i,t6?:501
l' "'" 25DU01 IC:a4S1't'IIAINAllE mwcIIlIEDES54-lll2O UNfT ssoo.aaI 25.D4 7,512 25.D4 7,51z.oo1
p "'" 15O&.5IlI \CXlHSTDR.A!1WlEmwcIIlIEDES _211 UNfT mGJlllI 53.15 II.fOZ.5lII - 51.15 IIISl2.5\II
. "'" 25DUOI ICllNSl'DIlAINADImwcIIlIEDES '7204020 UNfT SHIlJIIlI %7.57 1:uauaI 27.57 ~
F "'" 25D6.502 ICONSI'DIlAINAGEmwcrtlRIlllllS IlPIlC I 10 IlACS SUlD.aoI I :I.SIlIl.aaI I :uoo.ooIl
,F ,7Ii;n 25llU02 IcOHSI'llIlAllL\CEmwcIIlIEllIlS lIl'EC 1 , 1!ACH 54O.DlIQ.IIlI1 I 4OJIIlII.DIII 1 40,l1Cl1l.ool
Q " 25Il6.5111 CASIltIQ ASSEMIILY II 1lACB s4oo.ooI 711 SIl,4ClO.ooI 2 11IO. 'M a~
11 71 251IG.5Z1 ' t,DIU$TFRA1ooIEARINll CASIltIQ IlACS 1125.oa1 14 o\,55OJlOI 14 4,550
H 71 25OU1l2 8IlAL\lWlIICII.Il ' 15 1lACB ' wo.aaI . U. 4.:IIlO.IlII D 4,2OD.
11 71 25OU1l2 CClNS"lIWCT SANIrAIl.YNANHClLIl UNfT -.001 lJ.Oil 4,701.l1ll IJ.OiI 4,lOt
H 71 :uouos RI!CClIGTlWCI' 8I.NlrARY NANHClLIl 1JIi'fT -.mI 4 I,A4.OO ,4.1.1 1,i114
.
P "'" 1511.so1 IWlIlCXIllllPllAPctASIl rv CUlO IiD.ixi J7 2.22O.GII J7 2,7;20.00
F 1 mUDI I4'CQICREII! WALK lIQfT S2Jl UOO5 a,26l.2S - 10,944.1111 I'" 4,1'/5.2:1 Isn 2,5f7.G11 - lD,145JX
1 I 253 IJlIJ 0CNClIIlDl CUllB AOIIl"lEIl.DIlSIClN B6D UNfT ..DO 2ID 21,.uLOO1 1M 17,164 111I l,51s.oo1 211 un.ooI
1 . '. 253IJl1I ECUllBAOIIl"lEIl.DIlSIClNB611 UNfT 110J11 1141 11,4I1I.DIlI 201 2,01 201 ],OIG.DI 151 UIlI.DlII 71i1 l.uo.oo1
F 1 253l.501 CUllBA 0IIl"lEIl.1lIlSlClN_ UNfT .111.51 mil 54M4.aa1 :l6III a-" 111I 21,1u.oo1 I 24. :1.-
F I mlJOS . MliDlAN SQlO m.ooI ,., JI,I4s.oo1 '" 11,14 I
F 8 2531.507 "'CXINCItEI1ltllllVEWAVPA'YI!MENr III 14 lIQlO biiiiiI- II 2J4O.ooI' 44 1,'12 44 1,J2O.DlI I
F I 2531.507 I.. c:a<<:RB'lS1lIlIYIiWAVPA'YI!MENr III 14 lIQYD moot !Q 17.tM.OO1 14t 4,'" 14' 4,1_ 50 1,t2O.DOl 111I :1,451.011 ,. S.D71.DlI I
F I 2531_ C:UUIANP 21 IlAaI -smd :/I l.2fO.D01 II s,25OJlO 1 7511.IIO 7 I,m.ooI , 1.5IlILlIlI
F I 2131_ IcCI<<:REI1!IoIIiDWINOSIDIlSIClN 710t IlAdl S4GO.iIoI I SJOD.OOI I 3,2011.1l1
I I I
l. 2iI 3m.5ll4 lXINCREtENallAN IWUtlIiIl.DIlSIClN 021 1JIi'Fr sWllll 1050 woo.ooI 1050 I2,6lIO.OII
L 2iI 2533ADS l\tELOCA.'lEcaNCI2I'lENIlDlAN BAIUtla UNfT S6.DOI 1400 a.mooI 1400 1,4lIO.DOI
I I I I
v 24lI 2S4lI.lIll1 iMAUOX8lI'PClIlS' EAaI ssoo.ool 5 l,5OO.DOl I 9OO.DlII I soo.ooI I 300.01
I I I
lot 1S45.511 ILTGHtINti UNII''I'YPI SPEC:W. EACH 14,250.11I1 III A.DlIO.aaI 1 a.1SOJX s.s 23,1"15.01 I a.soo.oiI 1.1 1,'175.
lot 2545.5U 1UlMDlAlRE(250'IlJJfIlPS) IlAaI sfOa.ooI I' ',lIllO. 7 4.2OD.D01 s.s s.soo.ooI 1 l,2Oll.Dll 1.5 tIlII.I
lot 2545.51S \LIOHr IlASllllESlliN I 1lACB . S'75O.IIllI 22 11,5000 , 4,500.DlI 7 . 5.150.001 s.s 4,W.ooI 2. 1,5IIO.CIlI 1.5 1,115
lot 2545.ss1 1lJ" 1UllID stl!!Iil.CIlMDl UNfT slioDl 332 :u&4.J Jill 1.m.ooI 10 ,...001 iii lJD2..
lot 2545.511 14' JlIOll) S'l1!B.a:IIDlllr 12 1JIi'fT mooI 144 2,- I 144 2.IIIl.DIlI .
Hennepin County Ag~eement No. PW 50-46-03
Exhibit "AU; Sheet'4 of 6
6I2IZOD4
1111 adm.1e _dJlole 2.Jlo
Wl
,I ~
I'l " . '. -,
Il'D Pro}- CSA1l19, Smiddo.... Rood, cc I!.aad tIuI8n .." RCH
pttJjll:tlAmtlorr: Sbarowood, MN ChoaIIed by: IlWB, c:TR
Il'D PtvjItt:l No: 01311-01 Dale 4127_
CSAH 19 (C.P, 9821)
Estimate of Quantity and Cost
Storm Sower
CSAJI J.J ' CSAJlII CSAB 19 CSAH 11 CSAllII Smidltowa Road Coomlr'101111 a..d CilJ atSltonwood, at: .rToaIca IIQ 3D.4%S..A.l'.2.7-619-1I
S.A.P.:l.7-4iU.ll SJ..P.:l.7-61t-l1 CoP,Pln S.A..P.Zl~ . 5.A.P.:l.l'-G1O-az 5.A.P. :u6-1Dl-az sa. 116-101-01 37.1 % S.A.l'.116-02ll-ll1
H_opm Cooatr a......pia CoDDt;r LIt.P.P, Faadr CilJ atSlt...... Clt7ol'~od Cit;r 01' S1t........ll CilJ .rSltanw..d Local Cost LtCIlI Cost lU %S.A.l'. :116-101-111
,
s~ Heaaepla Coatt SInetIl:aplaa 5,1% S.A.l'.:U6-101-01
TAlI SBEET Pro eetTDlII LocoIlll1llcIJ 13.9%TDllkaB.,
~ n..~ t10il JlIIiololld ~ ~ ~... ~ ~ ~ ...Iod ~ '- liIlimalIlI ~ -..... EaIiaulIlI ~ ~lId EaIiaulIlI JlIIiololod ~.:' - EaIiaulIlI --
.... """"""""' ......- ..... '-..!lv n-.... CllIl ..-- -n........ t>uonIllw ""'" n.._.. Colt . -;;:;- r;.::;;;; , em.
lot 2S45.S11 IJ"NQotoMEI'AWCCXlNDUIT 29 LIHIT $I GOO ss.6OO.lllll I'" \5,111.1111 1745' 13.Nl1.oo1 221 U14.11l 241 1,_
lot 2S45.511 tlNDE\l.llIlllt WJD4CCNJ)NO I UNIT 14 4151 1O,I7.1.11l 1J51 _,741.1l11 In, 1,2ZI,15 211 1.l3t.llll1 357 \,5rl.2.l
lot 2S45.511 lJloIDERCIIIlXI WIRE 1 CCNJ)NO 1 LIH FT 10. 4151 4,\24.2ll 1J51 1,1141.211 1m \,i44.7 211 :I%I.IC 3S7 JIll.4l
lot ~1S41 BERVICS CAIlHEI'I52lXINDA\l.YTYPll n IM:Il I4,lll11. 1.00 (JOO ...., 1.2ll.lJlIII 0.43 I,J.ISJ IIJlI ' :Mll.ooI'
lot 354SSI1 FUltNlSHLIIMIIWIlE(25O WA'lTHI'S) I!AClI S4SO.IIllI 1.00 45Il ll.$ 2WlII Il.S W~
109 354SSI1 FUINISII LlGBl\NGtIIllI'TYPll S1'IICIA1. I!AClI S4,ZIO.llIII \JlO 4,200 o.s 2,lllll.lIIlI Il.S 2,11liu
lot 354SSI1 HrAU.LICi\l\' SIAl4DAIII).1.1NIWIlI IM:Il S1.aoo.oo1 I I,IlOO , I,OOO.llIII
I I
~JiIIZ D4P ACl' Al"lJNUA.'l'Ol1lAllIlltS SAar sm.ooa II 4,590.001 II 4J9OJlDI
:zssuos '1RE!.lX:A'lE 'IMl'ACl' A'llENUA'l'Ol1Allll\!LS IAQt SSll.OIII , 45Il.lIIII , 450.1lOI
I I. I
It. 2S 2SI1IlOl InAmCCONI1lllI. lJNl SlIM , .SIS.IlIIO.IllII 1.00 15,000.001 o.ss 25,?50.ooI OJIS S,2.5ll.lll U1 UllO.lll o.ot S,l5ll.lllll o.m uoo.oot ll.IllIO UIlIl.ool 0.03
1.,sQ.lll o.m 1.soo.ooI 0.01 150.0 0.1$ 9,7so.OI
2!lSJiIIZ MEDlANIIAIl1lll51I.1lELMA.'ltIIl-TWQWAY IAQt IS.OI H' IIll.lllII SI lao.aoI
2S&IAllS JWlIIlI) PA'YIlWEIII'MAUI!It EACS IS.OI 120 24O.lll 120 24ll.IlII
S " :154.511 '0\,1 SIClN.ANELlTYPllC II SQFt' SWIll 41'7J5 11,111.2: 4CIS.OO 1ll,I2SJII :M.7S "To %7.so 117.5l
$4.D1 INSTALL SIClNTYI'IlC IAQt m.oo 4 300JII I I.lO.OOI :I. l5O.0oI
$4_ '1:1 SIClNPANELlTYPllSPllClA\. IAQt SlIlIl.lIO I wo.oaI :I. fOOJIII 1 300.00I
.. 91 :1514_ A'VliMENTWIlISAClIl(IH.1)l!I'OX\' IAQt SI.lO.lIlI 5 'I5o.llOI S 4SO.lll 1 JOD.ooI
.. 91 :I5I4.1ll1 'A'VliMENTWIlISAClIllJ;r AIIlOW) EI'OX1' EACH S2OO.OO 10 2,000.001 . IJOIlJIIII I -I
.. 91 1SA.I01 A'VliMENTNESSAI3E(II:r AII\lDW)l!I'OX\' IAQt SlllIlJIll , UlllUIllll I 1.fOOJlIlI I 201I.0OI
I,W "':11 :1514.101 4'1IClUD l.1NBWIlIDl-PAIN1' L1HFT sa.\5 5110 IWIIlI 5110 IWlllI
II,N ..'" :1514.101 4' SCILlDtINB YBlDW"AIN1' ' L1HFT AlJ 11410 z.moaI IJ4IO 2.Jn.ooI
.. 91 :I5I4.&ID 1:&' SCILlDtlNBWIII'lIl-PNNr L1HFT 10.75 110 135.001 liv 135.111
,II,N fl.'" :aSIUOJ 4" SCILlD tJNIl'l/llllll-\lPQXY' LIH FT SIl.2S "51 2.41I.0oI ,9T17 2,444.25 115 4J.15
.. ,. :I5I4.1l1S 4" SCILlD tJNIlYfllJDfl.\lPQXY' UNFt' SIl.2S S7I7 1,441.'/51 S7I7 1.44i.15 ..
.. 91 ' $4.IOS "'DCIUIII.ISCILlDtJNIl~ LIHIT - 1141 74Ull1 45'7 %74JC 407 244JCII :114, 13ll.4O
It,N .." 1SI4.101 1'llIlODNl.lMI WID'J:E.EPQXY UNFt' 11.00 <<I ' -- <<I 4ll.Ol I
Il 91' :I5I4.1l1S 11" SCILID lH YBlDW.1I'CXY' LIHIT ILOll " IIl.IlIII flI ' flI.OOI 1
.. 91 :I5I4.1OS 14" SCILlD lH'YIIIJ.OW-EPOXY L1HFt' Il.IlII \OS 111ioi 10 IflI.llIlI :IS so.ooI
.. 91 1554.111 ~CllDSSWAUC..wlll'lEPCLYI'llDllllN SQYD A5IlJIO '/I 18JIIIll.lll so ',500.001 ' n I.llIXl.llllI 10 1.500.00I .
1 I
2SlU1I iPllIL or At::lTc:arma. SIClNAL IYS'I\lNA SII3,SY1 SlIll.OIlllJIIlI ,1.00 IIQ.OlXI.OI o.n I2lI,flIO.OOf 0.3J Sf,4llIl.OOI
. :ZSW;I' FI.ASIIEIlBlONAl.IYS'lIN m IZS.lIOO.OOI I :IS,IIOO.Ol I 2S./IIlll.llC
I
I4,N :l.S7uot CCIlIfEIlDtIlI1lISfI mlkWl D TItlE IZ5ll.OIlI II 4.soo.oo1 II 4.500JII
94,1S 2S7Ull2 . DECIDUOlISTltlEI.5'CALIkWI 51 'lIlIiII 1l5O.0OI 11 3.lI00.ool 1:1. 1.000.00I
I4,N 2571.5lD CEClDtlCIIJITRIiIll$'CAl.1kWI D 'lIlIiII l41IO.OO1I' 1 1,JOO.l1l11 3 UOO.IlII
94,IS 2571.504 CCINlPE\lOUSIIII\IIl SOIL 33 II\IWB SSll.OIII 14 S II 9llllJlC 31 I.IllIl.IllI
I4,N 3S7IJOS DECIDUOlIS SIlIIUlS CIAL 33 IllIIlUII ROOI 17 D I.-45lLOOI sa 1.IIIO.llC
t4,IS 3S71.5OS ~SHIDl5CIAL 33 IIIIWI SlO.ooI IlIIl 1.llIIO.IIOI ".D I.I6UOI fUI 33Wc
t4,IS 3S7I.5III IYI!AIl.NOIlXla' D VINI IZllJlIII 31 IZllJlIII 117 113.401 11.D S4U1
94,IS 3S71.507 1Pll'RIlNNW.1OM.lXla' 31 I'LAN1' S2llJII 51 IJl4D.CIIliI 11.D 34I.IllI 34.1'7 83M
3S7LS41 1lIS(llPADBSIZE flI') 10 TItlE SZ50JlI I 1JlIIO.lIC I 2,IlllIlJlI
B , 3S71.501 'lIlMI'CIIlAIlYRNal 4 LIHIT I1lII 3111 5J24J11 1m J.74I,O 221 45I.llllI 111 2WI 440 ' -.0
25715111 IllSEI.lrAND FII'll 31 EAaI' S2.lOJII I JSOJII I 25O.llllI .
3S71flI9 MWSNA'IE\lIAI. TYPllI (ID!I'CIlAIlY) 31 Taf S7Sll :I. I5O.lll :I. 15O.lIIII
35'11'11 ITYPIl _ MIILCIl 31' Taf S2O.ooI 10 JllO.OO III 200.001
3S73.504 11MIST1'IO'I1ICIDITYPll A 31 EACH su.ooI 75 ',J7Sll 15 ',:115.001
3S73.S4O IFDIEIl.LOO 31 L1HFT IS.OI tOO 1,IllO.lIl tOO 1.aoo.ooI
3S73.fl11 IEIlosIc:lN taIl'lIIllI. &tlPE\l.VISOII. 31 UlMP SUM SS,llOO.Ol 1.00 S,OIllI.III o.ss 2,750.001 II.llS 250.01 O.ID. 100JII OJII 4SCLOC 0.111 IlIlUIDI OM JOOJX IUD
ISOJIl o.m IllO.lll 0.01 -so.ooI 0.15 150.00
2S'/S.flII mMPoIW.Y SII8lEllf'lllAP 31 EAaI' SI,lOO.Ol I IJOO.ooI I I,5IIOJIII
B 7 3S73.101 SlLTI'ENCIlTYPlllIACIIINIlllJCED 26 L1HFf SZ.5O J794 '.4".001 1110 71115J1. ID 45'1.5l III 'I82JOI 4A 1,l'lOJll
1 1
B 7 2575.501 S!IlIlINCl ACIt! S2.lOJIDI 4.11 1..awoI 4.17 1.042.51 I
94,1S 2SISJSll Cl:II.IPOST, 0\lAIlE7. n cum S1O.OOI 51 IJOO.ooI 11.67 5Jll.1 JSJS IJI59JC I
Hennepin County Agreement No. PW 50-46-03
Exhibit IIAII; Sheet 5 of 6
1m uImIlI......jIrla 2.'lIs
I/2/Zl104
'VJl
e
I
I
T
Ii
~ I
r
.iH~II.lunHUHH~".- ~
n I! i dal ; i.lllt i 111111 i5 i i i i Ii I ~ ~ j ~
Ii D ~ a ~ I ~ B' nun I~ II U Ii II ii" I'!
~~J!gr: ~I
~~l!Ii'l! i ~
~!I~g · i s
li.~! I i I
II t~: II ~ pI. II ~. - .
II . i" il il h I
II ~ . ~.
I I
i J
E' I .
!it
8 .
i
. ~
I
. .,
[T1 X
)<ro
::r::s
.....::s
tTm
....."C
c+ .....
_::s
~n
=0
... c:
tn::s
::r~
m
m>
c-fo co
O\~
om
-hm
O\~
::z:
o
.
"T:1
=e:::
U1
o
I
~
0\
I
o
W
1IIIHil 111111
o 0" ~ ~II
~! ...
s " ~ .
JiJi
.)!
"'~ .
~.
ii
. i.: ~ l'J
1IIIIIi II ;i~
s ~~ ~~;
--
r I I I lOt ~I.. lOti I I L I I T
~ ..1Ot1Ot1Ot.... I
S
....................~s~~ I
! I Hli!illl~li
! ii6Geiliilollgh
~ J"'~ I . ·
~ i~ I J I -
. IE. I II n ! II n ! I. ~
. i I Rii-I ~II
I . IE~ u '
.,
-
-
I- I I I.
I I I ==I=~-
} I~ i~ Illl ~ Ul~ ~I. .Ii ,
T I SI 83~sl~
I
I~ IE )I~I~~ ~I~I~II - ~.l 'i
.Ii I I~!"- m .1
- I k,i iit :!t .= a ! ~!I'
. ;1 I I I ~
i .~ I I I 1('<1
.. II 1_ ." - _ _ .- ,st.
~ i !!!", I
_ I I ,;; g u -I il "'I" I '6 r E -
I _ J I ~ I ,J l:~~
. ,i! II. u Ail' II. P ·
_.... La" I '. Ii:
I I I I 'J
II I 1 . ltJ I E
lit.. I i .Q
I I II !:1~
TII II I II ~ I' ]. i. ~ =
II I T I
ilgalll!l 1
~1~9a
I . ;1 ,I.l. ~ i ft iii
. 2..5'1-'
::I IOI&::
I
-
-
-
-
WI
II I
J I
iil I
it
I
1
-
~I
~ E fA
r ~ ~
.& 1=
I (I
I I
I
T
--
. .. . T
]I
I I
T
I . I
I
..
ji
I
i
I
I
I ~.I
..
lit
I 1
I
~I
[ ~
. ~f . i j
I &
I
~I
I 1
I
-
,I , ~I 0
. 1 I ~ [ ~
~ I I ,~ ~. ~
I I T 1 I I I 'I ·
J Ii!)'-
I I , (_iEi:~
'''1111 I T I 1 I 1~ ~ EE ~ r
IL I I II III, I 'fH u if
I I I I I 1 I ... 2 ~ ~ .,
..
.r
~ g af;
{~i it
o \Dlf,-
.... .
,On
! ~ II~
~~... .!ii .
8. ~ if I(
~ i
R
[ ..
(
(
. ~
(
. f
~
.
1If.
ill
f-K
II ~
a .
-
CITY OF SHOREWOOD
.-.
RESOLUTION NO. 04-_
A RESOLUTION AUTHORIZING THE MAYOR
AND CITY ADMINISTRATOR TO ENTER INTO A COOPERATIVE
AGREMEENT WITH HENNEPIN COUNTY AND THE CITY OF TONKA BAY,
C.S.A.H 19 RECONSTRUCTION PROJECT
S.A.P. 27-619-18 AND S.A.P. 216-020-02
WHEREAS, on June 14, 2004 the City Council of the City of Shorewood adopted
Resolution 04-_ which approved Plans, Specifications, and Estimates, and Authorized
Advertisement for Bids for C.S.A.H. 19 - Smithtown Road Intersection Reconstruction Project
; and
WHEREAS, Hennepin County has prepared a Cooperative Agreement PW 50-46-03
which outlines the responsibilities and financial obligations for the City of Shorewood,
Hennepin County, and the City of Tonka Bay for said hnprovement; and
WHEREAS, the City Council has reviewed said Cooperative Agreement and found it
to be in order.
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Shorewood, Minnesota:
1. That the Mayor and City Administrator, on behalf of the City of Shorewood, are
hereby authorized to enter into Hennepin County Agreement No. PW 50-46-03,
attached hereto as Exhibit A, with Hennepin County and the City of Tonka Bay
for said Improvement project.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHOREWOOD this
14th day of June, 2004.
WOODY LOVE, MAYOR
ATTEST:
CRAIG W. DAWSON, CITY CLERK/ADMINISTRATOR
~
"
4
MEMORANDUM
TO:
FROM:
DATE:
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD · SHOREWQOD, MINNESOTA 55331-8927. (952) 474-3236
FAX (SS2) 474-0128 · www.cLshorewood.mn.us · cityhall@cLshorewood.mn.us
RE:
Resolution Accepting Easement Agreements for the C.S.A.H. 19 - Smithtown Road
Intersection Reconstruction Project
ft
\..1 PRINTED ON RECYCLED PAPER
#
. 9Ci
Hennepin County Transportation Department
~
1600 Prairie Drive
Medina, MN 55340-5421
r;:-"'"
763-745-7500, Phone
763-478-4000, Fax
763-478-4030, TDD
.::~ w.co.hennepin.mn.us
[ ~, , \r- . .. 2, \ II' \\ \
it: 1 1 1 ~
I ,\1'
"" ! 1 M"\! -: ';-'iV) i II
\" ~ 1 r\ i ! L .j~ U J
\ u u~ __-_"~- c:;
Monday, May 6,2002
CITY OF SHOREWOOD
5755 COUNTRY CLUB RD
SHOREWOOD, MN 55331
Re: CSAH 19, Project 9821, Parcel 17, Property Address: 5755 Country Club Rd,
PID (Parcel Identification Number): 33-117-23-14-0048
Hennepin County is proposing the reconstruction and improvement of a segment of
County State Aid Highway (C.S.A.H.) No. 19, from South of Glen Road to West of
Shorewood Lane. The proposed reconstruction is to consist of a two-lane roadway with
turn lanes and concrete curb and gutter. The project also includes a traffic signal at the
intersection of CSAH No. 19 and Smithtown Road. Additionally, pathways and concrete
walks are proposed. Work is scheduled to begin in the summer of 2002 and to be
completed in 2003.
Current plans indicate that we need to acquire a 1,485 square foot permanent highway
easement (colored orange on the attached exhibit), 6,879 square foot permanent
drainage easement (colored blue on the attached exhibit), and a 4,316 square foot
temporary construction easement on your property (colored green on the attached
exhibit).
The document ACQUISITION INFORMATION FOR PROPERTY OWNERS is enclosed
for your review. The purpose of this brochure is to inform individuals whose land must
be acquired, of their rights under Minnesota law and to provide information about the
acquisition process.
I will be contacting you, or your representative, in the near future so we can arrange to
meet and review the road plans and the affect upon your property. An appraisal or
damage assessment will be completed on your property by a qualified appraiser. An
offer will be provided to you once a review and analysis has been completed. If you
decide to accept the offer, the parcel will be acquired by direct purchase and you will be
paid upon satisfactory evidence of marketable title. If the offer is unacceptable you may
have your property acquired in an eminent domain proceeding.
With the accelerated schedule for this project Hennepin County is requesting that all
property owners sign and return the enclosed PERMIT TO CONSTRUCT to allow
Hennepin County's contractor access to your property to start the construction project.
Your signature on the PERMIT TO CONSTRUCT does not limit your right to receive
compensation for any property required for the road project. Also, please return the
An Equal Opportunity Employer
Recycled Paper
Monday, May 6, 2002
Page 2 of 2
enclosed copy of this letter with the name, address and telephone number of the person
that should be contacted. A self-addressed, stamped envelope is enclosed for your
convenience. If you have any questions, please call me at the number listed below
between 7:30 a.m. and 3:30 p.m., Monday through Friday.
Sincerely,
MwtP, Cf~
Robert P. Axtman"
Right of Way Agent
(763)-745-7541
Name:
Address:
Daytime phone:
Evening phone:
Enclosures:
PERMIT TO CONSTRUCT
ACQUISITION INFORM A TION FOR PROPERTY OWNERS
LAND AND BUILDING ACQUISITION DA TA
'.
PERMIT TO CONSTRUCT
CSAH 19, Project 9821, Parcel 17,
Property Address: 5755 COUNTRY CLUB RO ,
PIO (Parcel Identification Number): 33-117-23-14-0048
CITY OF SHOREWOOD being the record owner of that certain real estate located in Hennepin
County, Minnesota, hereby consent to allowing Hennepin County, a politic and corporate under the laws of
the State of Minnesota, and its duly authorized agents to enter upon said property for the purpose of
constructing public roads and public utilities, said construction to be along and upon the following property
located at 5755 COUNTRY CLUB RD , with a Parcel Identification Number of 33-117-23-14-0048, and
attached colored exhibit.
It is specifically understood and agreed that the above named record owners have not received
consideration for the above described right to enter and do not waive the right to receive full and adequate
consideration for the granting of the necessary permanent and/or temporary easements required for this
improvement. The purpose of this Agreement is to allow construction at the earliest time, and the above
named record owners specifically reserve the right to make all claims necessary for damages which may be
incurred as a result of the construction; and it may be necessary that the determination of such damages would
be made by means of the necessary eminent domain proceedings. The above named record owners
expressly waive any claims of trespass, which they may otherwise have over and across the property
described above.
That the Grantor is the owner and in possession of the above described premises and has lawful right and
authority to convey and grant the permit herein granted.
IN WITNESS WHEREOF, the undersigned have caused this instrument to be executed this
day of , 2001-
4
AUTHORIZED SIGNATORY
o
:e:!!
~ co
""-0
;;;; :::!.
0:::1
~~
.~
. ---
z
-', .
or-: ..-
1.........:. I~~-
II ["lJ
I '"
+ ~-....
_~.//-5
--- I
I
I
1 "
I
en
;;ll:
m
--I
(")
:J:
I
,
____J
-I.
r""')
'.1:>1,
+
+
>-
- >-
. .<~
-=-."
,..
+
\:'."
C-~l
\ '
\
~ II
"-- l.\
~.'- I
+
~)
\
\
j
- \ ~\
\ \ I
I ' \
, L \',
II \
,\ .,
!!
D
I I
~
II I
7+Q
--.;..... - -.- --~ ~-"'--" -'-"-~
, ,
I r
~. rf-::'.O
'~-----I I!
----..:::::::: I t-~
1"
'+
LEGEND:
Permanent Highway Easement
Permanent Drainage Easement
Permanent Site Line -
[ Orange]
[Blue ]
Permanent Wall Easement
Permanent Bridge Easement
Temporary Construction Easement
[ ]
[ ]
[Green]
.
t'
Hennepin County Transportation Department
1600 Prairie Drive
Medina, MN 55340-5421
763-745-7500, Phone
763-478-4000, Fax
763-478-4030, TDD ~A A Y
www.co.hennepin.mn:Li!i '
3 2004
OFFER TO PURCHASE. STATEMENT OF COMPENSATION
TO: CITY OF SHOREWOOD ET AL
5755 COUNTRY CLUB RD
SHOREWOOD, MN 55331
RE: County Highway 19, Project 9821, Parcel 18
The County of Hennepin hereby offers all parties who have an interest in the real estate to be acquired and
described below, the sum of $11,500, which has been estimated to be just compensation for such property and
rights based upon the fair market value of the property. A summary of the amount set out above as just
compensation is as follows:
(a) Identification of the real property to be acquired:
Part of Property Tax ID# 33-117-23-14-0047, located at 5735 COUNTRY CLUB RD, as indicated on
the attached sketch.
(b) Type of interest being acquired:
2,102 Sq. ft. Temporary Construction Easement
587 Sq. ft. Permanent Drainage Easement
537 Sq. ft. Permanent Wall Easement
662 Sq. ft. Permanent Driveway Access Easement
(c) Identification of improvements including fixtures which are to be acquired:
None identified at time of offer.
(d) Identification of real property improvements not owned by the owner of the land:
None identified at time of offer.
(e) Summary of fair market value and offer:
(1) Land & Improvements....................................................... .$,711
(2) Damages to Remainder (Includes Temporary Easement) .........$2,796
(3) Less Benefits.................................................................................
(4) Total
.................................................................. :11 ,507 rounded: $11,500
An Equal Opportllnily Employer
Recycled Paper
t
,
HENNEPIN COUNTY TRANSPORTATION DEPARTMENT
RIGHT OF WAY DIVISION
1600 Prairie DriveJ Medina, MN 55340-5421
LAND AND BUILDING ACQUISITION DATA
Owners
...........................C,II.Y..QE..S.l:fOREWaO.O..EI.AL... Road No. .1.9............
Proiect 9.8.2.1................ Parcel .1.8...........................................
Propertv AD.ORES.S.P..ENO'lNG................................. PID # 3.3:::t.1.7.::~3.~:l.4::QO'~7.........
Address
Scale 1" = 50 Feet
N
Date Printed:
3/3/2004
SKETCH
----
-'
-3---
=----:=-
s
'2t\'2.SS ~OOO
. ","\\"'10'1111 \tIo( e
i\ . e"''''
- 0 \ \ '-'
~ .....--..
cefi"
" I
;'
":>
i
/'"
(
.:>.
i
,.;0-
f
"
(
("
/
~r' /
o
.~
Hennepin County Transportation Department
1600 Prairie Drive
Medina, MN 55340-5421
763-745-7500, Phone
763-478-4000, Fax
r:"~--"-::" 63-478-4030, TOO
ci ~'~'i '. ww.co.hennepin.mn.us
, '-'\' \
'j r-' \\ \ j
I "\, Ml,; 7 2:',)2 IUJ
~ ';.\ 1 L.:::/
. ...L--.=....-...~- J
L
Monday, May 6, 2002
CITY OF SHOREWOOD
5755 COUNTRY CLUB RD
SHOREWOOD, MN 55331
Re: CSAH 19, Project 9821, Parcel 18, Property Address: ADDRESS PENDING,
PID (Parcel Identification Number): 33-117-23-14-0047
Hennepin County is proposing the reconstruction and improvement of a segment of
County State Aid Highway (C.S.A.H.) No. 19, from South of Glen Road to West of
Shorewood Lane. The proposed reconstruction is to consist of a two-lane roadway with
turn lanes and concrete curb and gutter. The project also includes a traffic signal at the
intersection of CSAH No. 19 and Smithtown Road. Additionally, pathways and concrete
walks are proposed. Work is scheduled to begin in the summer of 2002 and to be
completed in 2003.
Current plans indicate that we need to acquire a 1,628 square foot permanent drainage
easement (colored blue on the attached exhibit), and a 1,621 square foot temporary
construction easement on your property (colored green on the attached exhibit). .
The document ACQUISITION INFORMATION FOR PROPERTY OWNERS is enclosed
for your review. The purpose of this brochure is to inform individuals whose land must
be acquired, of their rights under Minnesota law and to provide information about the
acquisition process.
I will be contacting you, or your representative, in the near future so we can arrange to
meet and review the road plans and the affect upon your property. An appraisal or
damage assessment will be completed on your property by a qualified appraiser. An
offer will be provided to you once a review and analysis has been completed. If you
decide to accept the offer, the parcel will be acquired by direct purchase and you will be
paid upon satisfactory evidence of marketable title. If the offer is unacceptable you may
have your property acquired in an eminent domain proceeding.
With the accelerated schedule for this project Hennepin County is requesting that all
property owners sign and return the enclosed PERMIT TO CONSTRUCT to allow
Hennepin County's contractor access to your property to start the construction project.
Your signature on the PERMIT TO CONSTRUCT does not limit your right to receive
compensation for any property required for the road project. Also, please return the
enclosed copy of this letter with the name, address and telephone number of the person
that should be contacted. A self-addressed, stamped envelope is enclosed for your
An Equal Opportunity Employer
Recycled Paper
Monday, May 6, 2002
Page 2 of 2
convenience. If you have any questions, please call me at the number listed below
between 7:30 a.m. and 3:30 p.m., Monday through Friday.
Sincerely,
Name:
ttJf/lJP ?1;~~
Robert P. ~:~n
Right of Way Agent
(763)-745-7541
Address:
Daytime phone:
Evening phone:
Enclosures:
PERMIT TO CONSTRUCT
ACQUISITION INFORM A nON FOR PROPERTY OWNERS
LAND AND BUILDING ACQUISITION DA TA
Owners
HENNEPIN COUNTY TRANSPORTATION DEPARTMENT
RIGHT OF WAY DIVISION
1600 Prairie Drive, Medina, MN 55340-5421
LAND AND BUILDING ACQUISITION DATA
Road No.
19...........
Project 9821................ Parce! 18...........................................
...........................C.IIY..O.F...sHQRew.O.QD..f.IAI.....
...........................C.IIY..O'f...sHO'Rew.O.QD..~.r..AI.....
AD.D.BE:S.S.f.Et:iD.ING................................ E!QJ!. 3.3.~:1.1.7.::23.~:I.4.~.QO'4.7.........
Property
Address
Scale 1" = 100 Feet
N
J
..
c:r
SKETCH
Ld \ : (1'C'1 I\",-<i~ Ii r
i \'-:' ~- I Ip I \ l ~
- - --" (1 3)----... ; J .., -- -7
\f/t1J '~'i~\ -~---~--_. \--,:--
\, =+-
J---
...-'''''..,.. ~
,~- --
--
.-
~I~
o~
"'I~
+
I :
'i.
I'. ,
, I
""'" ','I
,~'/~
I '--~~1 i' ,
r-___LJ I".J
I ,I
\
o
__--~ i
".
/" ---
./ '\ --,
()/ .-
./
--
~tr-.
.-.t> --
+
+
t...
~
..
..
..
..
&
LEGEND:
Permanent Highway Easement [ ]
Permanent Drainage Easement [Blue]
Permanent Site Line -
Permanent Wall Easement
Permanent Bridge Easement
Temporary Construction Easement
.~
F--
I
I
!
I.
I
I
I
'I',
I
;-~
I
I
e'
,
I
I
I
I
I'
I
D-
,0. 1--
a=
IT
./x.
Is~::
n== !/
[ ]
[ ]
[Green]
PERMIT TO CONSTRUCT
CSAH 19, Project 9821, Parcel 18,
Property Address: ADDRESS PENDING ,
PID (Parce/ldentification Number): 33-117-23-14-0047
CITY OF SHOREWOOD being the record owner of that certain real estate located in Hennepin
County, Minnesota, hereby consent to allowing Hennepin County, a politic and corporate under the laws of
the State of Minnesota, and its duly authorized agents to enter upon said property for the purpose of
constructing public roads and public utilities, said construction to be along and upon the following property
located at ADDRESS PENDING ,with a Parcel Identification Number of 33-117-23-14-0047, and attached
colored exhibit.
It is specifically understood and agreed that the above named record owners have not received
consideration for the above described right to enter and do not waive the right to receive full and adequate
consideration for the granting of the necessary permanent and/or temporary easements required for this
improvement. The purpose of this Agreement is to allow construction at the earliest time, and the above
named record owners specifically reserve the right to make all claims necessary for damages which may be
incurred as a result of the construction; and it may be necessary that the determination of such damages would
be made by means of the necessary eminent domain proceedings. The above named record owners
expressly waive any claims of trespass, which they may otherwise have over and across the property
described above.
That the Grantor is the owner and in possession of the above described premises and has lawful right and
authority to convey and grant the permit herein granted.
IN WITNESS WHEREOF, the undersigned have caused this instrument to be executed this
day of , 200t.
4
AUTHORIZED SIGNATORY
Hennepin County Transportation Department
1600 Prairie Drive
Medina, MN 55340-5421
Monday, May 6, 2002
r,:--
l;(
Ii
i:
ii
I:
I
. ':\\
1'/1 AY 'I 'L ~," IIU\j: I
,-,~ i J
i.-.,.I
L-.._".......---==........,.,.~_.~_..
763-745-7500, Phone
763-478-4000, Fax
763-478-4030, TDD
www.co.hennepin.mn.us
u
CITY OF SHOREWOOD
5755 COUNTRY CLUB RD
SHOREWOOD, MN 55331
Re: CSAH 19, Project 9821, Parcel 14, Property Address: 24200 SMITHTOWN RD,
PID (Parcel Identification Number): 33-117-23-11-0074
Hennepin County is proposing the reconstruction and improvement of a segment of
County State Aid Highway (C.S.A.H.) No. 19, from South of Glen Road to West of
Shorewood Lane. The proposed reconstruction is to consist of a two-lane roadway with
turn lanes and concrete curb and gutter. The project also includes a traffic signal at the
intersection of CSAH No. 19 and Smithtown Road. Additionally, pathways and concrete
walks are proposed. Work is scheduled to begin in the summer of 2002 and to be
completed in 2003.
Current plans indicate that we need to acquire a 5,561 square foot permanent drainage
easement (colored blue on the attached exhibit), and a
The document ACQUISITION INFORMATION FOR PROPERTY OWNERS is enclosed
for your review. The purpose of this brochure is to inform individuals whose land must
be acquired, of their rights under Minnesota law and to provide information about the
acquisition process.
I will be contacting you, or your representative, in the near future so we can arrange to
meet and review the road plans and the affect upon your property. An appraisal or
damage assessment will be completed on your property by a qualified appraiser. An
offer will be provided to you once a review and analysis has been completed. If you
decide to accept the offer, the parcel will be acquired by direct purchase and you will be
paid upon satisfactory evidence of marketable title. If the offer is unacceptable you may
have your property acquired in an eminent domain proceeding.
With the accelerated schedule for this project Hennepin County is requesting that all
property owners sign and return the enclosed PERMIT TO CONSTRUCT to allow
Hennepin County's contractor access to your property to start the construction project.
Your signature on the PERMIT TO CONSTRUCT does not limit your right to receive
compensation for any property required for the road project. Also, please return the
enclosed copy of this letter with the name, address and telephone number of the person
that should be contacted. A self-addressed, stamped envelope is enclosed for your
An Equal Opportunity Employer
Recycled Paper
Monday, May 6, 2002
Page 2 of 2
convenience. If you have any questions, please call me at the number listed below
between 7:30 a.m. and 3:30 p.m., Monday through Friday.
Sincerely,
Name:
f~1~ p~ r;t~~~~
Robert P. Axtmann
Right of Way Agent
(763)-745-7541
Address:
Daytime phone:
Evening phone:
Enclosures:
PERMIT TO CONSTRUCT
ACQUISITION INFORM A TlON FOR PROPERTY OWNERS
LAND AND BUILDING ACQUISITION DA TA
PERMIT TO CONSTRUCT
CSAH 19, Project 9821, Parcel 14,
Property Address: 24200 SMITHTOWN RO ,
PIO (Parcel Identification Number): 33-117-23-11-0074
CITY OF SHOREWOOD being the record owner of that certain real estate located in Hennepin
County, Minnesota, hereby consent to allowing Hennepin County, a politic and corporate under the laws of
the State of Minnesota, and its duly authorized agents to enter upon said property for the purpose of
constructing public roads and public utilities, said construction to be along and upon the following property
located at 24200 SMITHTOWN RD . with a Parcel Identification Number of 33~ 117-23-11-0074, and attached
colored exhibit.
It is specifically understood and agreed that the above named record owners have not received
consideration for the above described right to enter and do not waive the right to receive full and adequate
consideration for the granting of the necessary permanent and/or temporary easements required for this
improvement. The purpose of this Agreement is to allow construction at the earliest time, and the above
named record owners specifically reserve the right to make all claims necessary for damages which may be
incurred as a result of the construction; and it may be necessary that the determination of such damages would
be made by means of the necessary eminent domain proceedings. The above named record owners
expressly waive any claims of trespass, which they may otherwise have over and across the property
described above.
That the Grantor is the owner and in possession of the above described premises and has lawful right and
authority to convey and grant the permit herein granted. ..
IN WITNESS WHEREOF, the undersigned have caused this instrument to be executed this
day of , 2002.
AUTHORIZED SIGNATORY
HENNEPIN COUNTY TRANSPORTATION DEPARTMENT
RIGHT OF WAY DIVISION
1600 Prairie Drive, Medina, MN 55340-5421
LAND AND BUILDING ACQUISITION DATA
Owners
...........................................ClIY...Of...SHO-RE.WQ.QO'...
...........................................C.lIY...Of...SHO.R.EWQQO....
Road No.
19...........
Project 982.1................ Parcel :1.:4...........................................
Property
Address
2.42O'O...S.MIIHIO-WN.BO......................... E!QJt 3.3:::u.7..~2.3:~:t:HIO'7..4........
Scale 1" = 100 Feet
SKETCH
N
, r--...... \. _ ....... 1 .
/ ....,"-, I!
"-~~ ,i
- - - _ - - ;'> \~==--:~~~ ~'=~:~T\r~~ - - -, - -
/........~ /// ;: ~ :
/' I I
" I I:
,
;/ I I
~
:-7 I I
/
,I I
0/ ill
sr^(, ~9 i
- - --..... cf 3)--...
, /<[3,) '~~"
OJl ----. f . ...... ...t\>~
\ ~.~~ ../-.
-t-
LEGEND:
Permanent Highway Easement [ ]
Permanent Drainage Easement [Blue]
Permanent Site Line -
Clear Zone Easement []
HD
- '--
" I
,\ r-'
---itj-"------.__
II
J I .,
II
II
\ \
\\
\\
\\
\\
\\ /'
\\ (1.,
\ \,'15.) I
\ ~~. r
\ \ I
\ \ f
1\
1\ .-J
II I 1II--------"!T
- - -- -1\ - -
'Ul
01:J:
?g
N':E
~Ig
-0
~~
I
10'
~l
~i
~~.:=;:~
1 ,
I r
I J
I
I i
~ i .
+
Permanent Wall Easement [ ]
Permanent Bridge Easement [ ]
Temporary Construction Easement []
'\
PERMIT TO CONSTRUCT
CSAH 19, Project 9821, Parcel 14,
Property Address: 24200 SMITHTOWN RD ,
PID (Parcelldenfificafion Number): 33-117-23-11-0074
CITY OF SHOREWOOD being the record owner of that certain real estate located in Hennepin
County, Minnesota, hereby consent to allowing Hennepin County, a politic and corporate under the laws of
the State of Minnesota, and its duly authorized agents to enter upon said property for the purpose of
constructing public roads and public utilities, said construction to be along and upon the following property
located at 24200 SMITHTOWN RD ,with a Parcel Identification Number of 33-:- 117-23-11-0074, and attached
colored exhibit.
It is specifically understood and agreed that the above named record owners have not received
consideration for the above described right to enter and do not waive the right to receive full and adequate
consideration for the granting of the necessary permanent and/or temporary easements required for this
improvement. The purpose of this Agreementis to allow construction at the earliest time, and the above
named record owners specifically reserve the right to make all claims necessary for damages which may be
incurred as a result of the construction; and it may be necessary that the determination of such damages would
be made by.means of the necessary eminent domain proceedings. The above named record owners
expressly waive any claims of trespass, which they may otherwise have over and across the property
described above.
That the Grantor is the owner and in possession of the above described premises and has lawful right and
authority to convey and grant the permit herein granted. ...
IN WITNESS WHEREOF, the undersigned have caused this instrument to be executed this
day of , 2002.
AUTHORIZED SIGNATORY
+ +
"""" ~ o -;;c:- ~
0 0
0 0 ~
0
~- ,
. .0 '00
.. ~-
:) c~ ,),
",\
+
I
I
I
I
L._______
!
i
-~-
c_
!
j
+
o
,
,
,
,
00
0,
i 10
o I .,"M - .........00
:/:~=::
I ~e':""]''''''
I -,r .
/ .1P' n"
r. -....
/ ~:::,
: 0 I /0: :~' r
00: 00
: \00/~//
~ "U'-,::~\ "0 0 I, II
'0: "", ( (0"0 r-~JO! "
, ,d --____J ()
I
I
,
,
0'
~,
I
I
, I II
II ! f
l' ,~
: I 'i
I "
r II
I "
I "
I'I' "
,I II
: I r
r)
000
o
o
o
o
CSAH 19 Improvements - County Project No. 9821
FrolTl South 0" Glen Road to Shorewood Lane
\" 0
CJ~D" P
\ ~I Cl \l
'\\ )/0 \
, /I \
o
1997 Peak Hour Volurnes V\IIth
PropoMd Lane Configuration
/.k"
1m
@
2022 Peak Hour VolUmes WIth
Propoeed Lane Configuration
t
(m/<ilI!""
\. .}
\ !
~:.:-- !
o
~~~
dS
S1Jlilh1DWl'RoI4 ... ~ ~
~'~..~~
---.. " )...~
...... \!Ii' ",.,.
Leplld
@LIne~
lCX - All
\lCXl.PM
lcpDd
@L.-~
lCX - All
\lCXl.PM
"-- III ~~~\ (S\ /,
+'it'., ~(~'~
~
SmitlBown Road
c
]
~
!
J
j
t,l
J
.... ..._-=
IIII!:R ---
~ --
............ ....,...
11'I:I'H,,'U'IIHltI'l"""::lI,lll~::l'~_.:l"I:lI:!'_11
lW,OCAUON 011 GIDEON
MONUMENT ALONG un-
TM.It
COUNTY ROAD 19 STREETSCAPE PROJEcr
CONCEPT PLAN
CI1Y OF SHOREWOOD
--
BlWJuaAAfOQATll. LTD.
"'~lOIU:IoIVUD.lUlnl
~...-m...
PHONIr t'IIIQJ:ID'HD
wr.. ___
SHOREWOOD
ENTlUlNCE SIGN
L
~~--
.
.
..
.
.
--...-..~
.. .
..... .
. .
· GmSON GUN SIGN I ..
WE'ftA.m) REHABWTATIOl( .
INTERPRETIVE DISPIJlY ·
.
.
.
.
.
.
I
MOGER PlELD
~
lAND USI DY
_00MMIIl0At/ur.ur.
ruJI,lC
_MUJ.Tl-.AMD.YUSII)IINI'W.
_SlNGU'AMD.YUIIDIHI'W.
-
.
.
.
.
I'
... .:....
... f1IIIIJ"" ~
..............
~,--
-<----~~ !
~----,.--- !
- .., ...
"AUN.
I /lLO...
( HAJDYNATMlIANI'
snaIIATIOS
0lACl'lT
MDmJDO'HAIDY- -
NATIYIIYIlIICDIN .
DJaDUOUIJna:U
., MIN.
lHOIQWOODat'r
ItANDUDW DlCXJIAnYI "
MUOMIlYIOtIINWAU.
MIllCIHGADA
CONCEPrPJAN QY
_ PIDUTIUAN IIIOttI'U lXIInNGa
CUUlNl'tTfIINNID
. .. ~ JO'U'I'UrIlOlPOlIIID
CUA'1'I QUIN JOIIHING
WOODID'l"IWCAGUIIHT
eltlMOVllNVAll'Yl NON-NA"lMI
JPICIa
e ftAHl'..1OMOft NA'ITVI JOlt.
I'lUI.I CI;fMIQ'IC COMMt1I4tTI'
- J'I'IWClVJlAf.lCItIIlIlING
+GUDI-IDAIA'l'IDOOIIING
o A'NJMDI~
. ftlQJOJID JIONUMD\'I'
~a.ua
SHOREWooD .
ENtMNCS SIaN
HMIH.
S'
9'
mADWATl
,. MIN. wrrH
--I~OIA(7IT
STRU~SClUiEN
e JOaICDlNlNGOYCOMMDaAI,'ADIMO r.onWIDD~'nrANH
AVAILAIlIJIORCIIIN IaIIIN
e MlNlMUMIO'IIIQV1UD
. AJl'11OJJA11ON Of MAIIONKYDUIMII.I
GQEN~NAUN1MUM.lU!Q~
. MINfMtlMHDQmam. MAYINCWDI Lo.W. mllUNDCUUM
~ft'..IlOIH'CY'1UlII'OIUIIJ.I fORA.o.W.
/' r-BOm.EVARDTREE
", (DECIDUOUS)
IOm.EVAlU> 1".RU
(DECIDUOUS)
EtEVAnON 'A:
SCJU.I; !IJ6" - r
!il
COUNTY ROAD 19 STREETSCAPE PROJECT
ENLARGEMENTS & ELEVATIONS
CI1Y OF SHOREWOOD
~ ~.~ ~.~\... \~~ '.- . ""'--.
~ \\\\>~
I ",\'0~
~
,., '" \~
< ~ <:::';V" "'...
.~'$'x ~
." "-
.^ ?
EVER.GREEN MCJ(DJt.op
(SA,t"tTOLEIWtr SPECIES)
VEmCALEtEMENTTO
PROVIDE INnRIST
/~~~UBS
-
IJWJD.aASSOClA'l1!:l. LTD.
1MIf.....~aTll
IIDPJI1ItI.~JJMJ
.....~
MJli ~
EVE ~~. NBACIQ>ROP
(SAI.T LEMNl'
SPECIE
- ~--_/
PIJlG POLES
EVERGREEN BACKDROP
(SALT TOLEMNl' SPECIEs)
LOW-GROWING
SHRUBS AND
PEaENNIAtS
~W-GROWING SID.UlS
AND PEB.ENNIAl8
=
EIJWATION'A: CAtTEBNATB)
SCALI: SIJ6" - r
PLAN ENLARGEMENT & ELEVATIONS OF SMITHTOWN COMMONS
.
SCAU! VAlUES
SCAIJ!: 1" -10'
COUNTY'ROAD 19 AT
NORTH EN'TMNCE O}t
SHOREWOOD
LOW-GROWIN
SHRUBSJiND
PEI\ENNIAU
..
SHOREWOOD CITY
ENTMNO SIGN
lOOSTING
VEGrrAnON
EVEB.GUIN BACKDROP
CSALTTOtERANT SPECIES)
EXlSTlNG VEGETATION
EVERGREEN BACKDRO
(SAtTTOLEMNl' SPECIES)
ClTYEN'TMNCE SIGN
I.OW-GROWING SHRUBS
AND PEBENNIAI.8
EtEVAnON "I'
~ SIJ6"-r
"'
PI.AN ENLARGEMENT 8r EIiEVATIONS OF ClTYENTRANCE (TYPlCAIJ
.
SCALE VARIES
VERTICAL
ELEMENT TO
PROVIDE
lNTElWT
-- .---
:':'-... ~ ..
-~...'.
~~,__ 1':,
1
SlGHnJNE
WETYSETIACK
lOOSTING VEG.8TATlON
MRG1U!EN BACKDIlOP
(SAl.TTOI.EMNT SPECIEs)
ClTYENT'IANCE SIGN
toW-G1\OWING SHRUBS
AND PEaENNIAtS
ELEVAnON "I' CAtTERNATE)
~ SIJ6.....r
ORNAMENTAL FENCING
~UC!SSEDWALLSEGMENT
/ WITH HARDY'NATIVE SHRUBS,
/ VINES AND PER.1!NNIAU
/ " WIDE SIDEWAll<
/ // AI.ONG ROADWAY
/. / COUNTY ROAD 19
~~!/ tit
COUNTY ROAD 19 STREETSCAPE PROJECT
ENLARGEMENTS & ELEVATIONS
cm OF SHOREWOOD
--
IMUD..A.UOCL\1'U.I,TD.
llMI7ll11C1UOa lOUJ.I\IAII),aJI'lWl
lIOI'I.IMf. ..."...
..... "......
MIll ......
tIGHT
RECESSEDWAU SEGMENT
wrrH HARDYNATlVE SHR.UBS,
VINES AND POENNlAU
SECfiON TI
SCALE: 114" = l'
"'"
RECESSED WAn SEGMBNT ----------
WITH HARDYNATlVE SHllUBS,
VINES AND PER!NNW.S
UGHrlNG
EI,EVATION 'e'
SCALE: 1" - leY
~
/~c
:t~
......
.-
.~.~
.~" .-" "'"'
'RldSSED WALt SEGMENT
WITH HARDYNATIVE SHIlUBS,
V1N1!SAND~ .
p-#'
8' WIDE SIDEW~ .-
AtONGR~~
~.
1~ \~
~,
~ \ <
PLAN ENLARGEMENT Be ELEVAnON OP RETAINING WAU (TYPICAIJ
.
SCALE: f'.... 10'
-----..
.
~oi
",~!l
IlJ;;S
~~~~ <D
~~..:
I~I~ +-
\
\ d~~ I tg
~ i ~
0 ~. I
Al- <[
j;\ !.i~ \ ill
\J
~T U ..
-' \ ,
-' ,....-...
<( (
5: ail
"- '\ !
\ II ?i
'" II i~
u II
;l \ II
2: \ II ~ ~,
0 ~m
II I-
~ II ~ ~~ ~
II UJ <I~ I
~ II ....J Ii I j[
UJ
II
II N TN
Q II Q Q
z II z ~_. Z
....J no -1 <{:f I....J
<t ....J ~ ~ .<t
II ~ -I:: ~ 3
II \!}~ 11\lM WG]8 11 '*~
II I ...
~ -" 00 G\:+9r 10d ~ <I~ ' "
~=- ./ I~~ ~ ~~II .~=-
<(Iii I <( Iii
1--1 i ~, ! I- <i
Kt~ 1!!~2 () h~i Kt~
N"V "V
~ ~
~ :1
%
Tl\fM ON]
!;V-6~+B ld --..
If
if
il
....l
ii
,1
i:
II
if
If
If
II
if'
ff
H
;/
.if
If
if
!l
li
f!
II
if
II
II
/1
/i
II
II
/i
b! .
i?i~
~~!l
ltig
~~~~
i~t
lilS
d~;
1\
i~
~,
~i
G d
<Ill.
t-t f~
I-
~ ~~
1U
....J
1U
~
~,,~
Q .{:~
z ~It
....J
....J ~ <I~
~ ~~d'
*~
~ h~i
~;..
<(Iii
1--1
Kt~ llVM Nln38 <>..,
6~'i>~+P lOd
_"V
~ ~~
I~b~
.!d~
~~m~~
~in~
~ d~
~!;n~
~~in~
~B
9; ~ ala1.....1IcI
!2 ~ ii
~~
llIa1.....1I..
1Vi'lIl-lliIaJ.
-+------
, ,
, ,
10 , ,
:3 ,
~
:[
<t
,0
\J
..
".
~ .''..,.,
, ,
G ,
-it H
I-
~ ,<'~..
UJ
....J /
UJ I
/
, ~ 0
/ ' ' -t:ti ~ ,;;;;;
.fg~t;>
,/ / , ~,;tnll
,'; () lIi~ Iii
// II: w:
I , '
I I '
I I
I I
I /
I I
//
I .
/^\\
l'\lM ON] '\\,'
vl"Zv+€t ld ':~
/1 ~ \\
II \
,./'
,.,/
...
/
"
"
\
,
,
,
-'
<t
""
"
,
'"
/
c
/
I
(fl
~
....J
~
\!)~
~..
~;..
<(Iii
1--1
Kt~
/
I
~
~
/ . II ')1
"""" ~ ?i~~.\\ 1\ I
I "ti" )1 ~0 lIS;;
Ol oj h....J
III I p: /,-!-
en . 1/ ~ 'J'"
... ~ ;11 .' tli~]8 l--
vZ'B2il Jd if
M~ \~
<I~
gh
d\"V
<.)
~
0::
<(
iL
~~]
":'iN. ON]
(1(;'~L+gl 10.:1
1-0:::
wW
wlXl
:r:~
(/)::J
:z:
~ C;
=
I 0
CO 0.
=
~
I C
~
~ ""
(\j
I-
0-. L
<J; '='
(/) c
0
Cl
-.......
(\j
=
I
~
=
~
1
(/) ~
...J ~
>-0 (\j
<[
I- 0-.
W <[ 0
~
(/) ~
L:J
:z: ]
>-0 -.......
U <
:z: (\j V
w =
L...- I l
=
-.J (\j
<[ =
l- I
:z: ~
w ~
~ (\j
<[
:z: 0-.
0::: <[
0 (/)
-....... -.......
>
...J CO I-
-.J (/) ~ ""
<[ l- I
::3 >-0 0' r::
:z: ~ L
L:J ::J ~
:z: I ::
>-0 :r: r-- ~
:z: (/) (\j Q
>-0 >-0 L.
<[ -.J 0-. ""
I- L:J
W :z: <J; L,
0::: W (/) ::J
=c
<i
..J
'"
ci
n::
w
'"
:::;
<(
:i
o
Vi
;;
~
Ie
~.~
rO
u'"
w hi
~.~
~~. ~
o .c
'" c
(>.ILLI --t
O!;j:
Zr
"'"
..J
z
o
~
W !l:::W
~ O~
.~ ~.~
g: ~ ~
13 8:'i
Q ~~
~ LJI--
2:f5
~~
,,"
zt;
~~
",0
~\,::
";. ~.(o
\ .~- ,~~
~', ~~
~\ ~~
\ '" ~t1
l, _)~-~
....... ~~' .., tJ~ "
\ .......__ I- C
\ 'n:~: 6
\ \'" ~ <{ Z
I '\ W - lI:
\'.~'\~ 1
~- ({II~'
~""-"-, i~ ~
0
W
I-
0
:z 0
,
if) "
<( <'
0
w '~
,.
-' "
<( .!.
U "
(/) ,
!~m
TI~
I
ir~~
'1m
t~~
i
,:g~li
P'l.oOlCE PENCE 1"06T&"'T"'~
OF T0P6 OF UloI.LL& _ .4FPl.IC.oI.Bl.E.
1"06T& 6Il6.I.L 19E EQllo\I. &1"= l5El1IEl!N
CGlNST..wr GR.4DE 6ECTIaN& . REFER TO
S~ IIl4LL DET4S FOIt TOP
EL.EV...T1CiN6 OF UloI.LL& . ,.,.,.....u.
GRADE
II
If!-'T"T -""T -, - ~-l--r-r-- r"'-"'"T -""T"-j-~-l--r-""- r T'" -.,. "T'-"'T'- -.-.--,...l,iIJ
~~;~~;;JiAL~::;~_~~~:;TI~-'-'--'-'-_L.~
SCALE. 1'. 2~' BOTTOM OF SHEET PILING
.,.,
...
..0-'
",..J
,:t;~
"'z
5B
a. CJ:l
1'iET_ IIl4LL ISTOIE P...TTEIOlN
FOIe1 LINER _ IIJITI4 ST.4lN aN
...u. EXP06EP "'!<E.4& EXCLUD_ .'
FOFlI"EP CIJ.P) . ,.,.,..
NOTE:
REFER TO DETAIL& A . ~ FOIt
MORE ~~ "'lFP TO
~~ )"'-
1'iET...:D>IlNG 1Il4LL&:t :;;! "-
/ C"J Cl
<' I- Z
""~ W
"
~
_.L_
20'
;t
~~ _~ CENTEREI:> aN
IIl4LL& IoND ~TER6 . ,.,.,..
\ FRONT FACE OF WALL
O'
38'
TE1'1MlN.o\L
~TER AT
END. ,.,.,..
~ RETAINING WALL NO.4 - PLAN
~ SCALE: 1'. 2~'
~1Il4LL . PENCE
r I '-T:
I I I
I I I
I I I
I I I
I I ,<<
I l';:~ l';:~
1 ~'..: ~:l
: ...:~ ILI~
I I I
I I I
I I I
I I I
I I 1
I """'-~!lEE
I DET4 ~ .,.,.,..
I
1
I
I
I
I
I
I
I
I
I
.' STI.lNEl) CONe. CIJ.P IIJITI4 ,I,
OYERI-WIG . STEEL TI'ilOIIEl.
FINISII ...u. EXP06EP _~
1c:ClN1'FttGT0R'& OPTION. CIJ.P
I'I<lT 19E FOFlI"EP OOEGIUL
IIJITI4 IIl6U. POl,IR OR CAST
6EP~TEL T REFER TO
_ PLAN6I6PEC6
FOIt MORE :Df'ORM,I>, 11ClN)
, _ ,...11,... I. "'-IIIL
- PATTEIOlN IST.4lN - -
t, ~ TO EXTENC> 6W MJN. -,__
" ~llllrr1i7"'mllllt 0" 6" 12"
JII--III 111--11100"-11 C
SCALE: AS NOTED
wo.ll-clesign.clwg
DATE: 5/10/04
+U
'~IL
I
,
P'l.oOlCE FENCE 1"06TS "'T AF'EXII:lRE.o\KlNTS
OF T0P6 OF UloI.LL& _ APPLIC.oI.Bl.E.
1"06T& 6IloI.LL 19E EQllo\I. &P= l5El1IEl!N
CGlNST..wrGR.4DE 6ECTIQN&. REPER TO
STFllJClUR.I.L IIl4LL DET46 FOIt TOP
EL.EV"'TIaN& .OF UloI.LL& . ,.,.,.. ...u. IIl4LL&
In
Ih
,
I
~~li
3
~&
t 'I
L, ..,_1. -,.. T -"T'" -..., -,- -l-'-~- r- T"" -,..,.. -""""T -..,..,- -1-'- - r- r- -.,..,.. -"""T -.., ...,_Ii
~T~iNoo-wA~tNI(;~"$::~le;;':I~L."-J.~_-L-'--'-"-+
SCALE: 1'. 2~' l.. BOTTOM OF SHEET PILING
N
N
,.,.;
"'-'
+..J
...<
N;!l:
I- ""
0:>:
a. w
1'iET_IlW..L ISTONE PATTEIOlN
FOR1 LINER _1IJITI4 ST.4lN aN
...u. EXP06EP ~ EXCLUD_.'
FOFlI"EP CIJ.P) . ,.,.,..
~
~.-
-,~
~~ FENC_ CENTEFIiED aN
UloI.LL& IoND ~TER6 . ,.,.,..
NOTE:
REFER TO DET46 ts . ~ FOIt
MORE :Df'ORM,I>,TIClN ~TEP TO
~~ FENC_ IoND
1'iET_1Il4LL& 0
o
"'-,
~~
NZ
1-- B
Ow
a. CJ:l
~~~TERAT~~~.
I / ot Co.AI-! 1'0 Eo
@ RETAINING WALL NO. & - PLAN
~& SCALE, 1". 2~'
TYPED OR PRINTED NAME:
JASON L. AMBERG, R.L.A.
111"'r-t.l<:r ~IIIUDt"O 4.0003
H
20'
~.A1Nn..t:i WAlLr FOF!1
LINER FINISIIIDUR.4 FOIe1
-I'-.-NEW EN:iL1oND
DRY&T..lCIC:. OR .o\PPFIOYEP
EQllo\I. 1"WlI.F.4C:'IURER>
ST.4lN ...u. EXPO&EP ~
I:JNCI.UD_ .' ElEJ.OW
FJNI&I.lEP 1iIU.DE)
f 1'iET. IIl4LL . Fl!NCE
~~"-----6"'"
I I I
I I I I
I I I
I I I
I !::I I
I l';; l';1
! ~~ ~~
I 1 lLiIL
1 I I
I I I
I I I
I , 1
I
I
I
1
I
I
1
I
I
I
I
I
I
I
I
I
I
CONCRETE 5T AININC::S NOTE5:
I'IN.<IL COL~TIClN OF CAST STONE CClNCRETE 6IR'oOlCE
6IW.L ~TEL T Sll1JLATE TIE _.4IUNCE OF RE~
STOlE lNCLUD_ TIE I'U. T1PLE COI..OR6. 6IoI4DES.
~ IoND YE1NINGr 1J.LI.T %6 "'PP_ :Dol RE~
STeNE. IT 6I-loIl.L ~ DEMClN6~TE TIE COI..OR6 1J.LI.T
11.4'1' BE ~_ Fl<OM -. 6lJC:I.I ~ ST_ Fl<OM
OXltlATIClN, _~ IoNDIOR ~ ST_ Fl<OM
son. IoNDIOR VEGET...TIGIN.
~OR 6Il6.I.L PROYlI:>E s..\MPLES OF
ST~TIClN OF 1lW..L& FOIt REYIEWI~~
I!lT THE OIINER TIE COLOR PALETTE& TO 19E UllEP FOR
ST_ 6IloI.LL BE 6ELECIED I!lT TIE 0IINEIt I
LIoND&CIJ.PE ...RCI-IIIECT "'T TIE TlHE OF c:oN&'III!lJc:TION.
"""'- FENCE . !lEE
DET4 ~ .,.,.,..
.' STI.lNEl) CONe. c.4P IIJITI4 Ir
OYERI-WIG . STEEL TROUeL _ "'lL
EXP06EP ~ I~OR'& OPTION.
CIJ.P I1.4T 19E FOFlI"EP lNTEGR.IoL IIJITI4
IIl4LL POl,IR OR CAST &EP~TEL T REFER
TO _ Pl"'N6I&PEC& FOIt MORE
:Df'ORM,I>, 11ClN)
I
II
i;
I~
dw
1L1IJ
0" 6" 12"
TYPICAL RETAINING WALL I PILA5TER I FENCE CR055 5ECTION
(RET. WALL5 NO.4' & - AT WALL PROTRU5ION WI PILASTER)
SCALE: 1". l'-~'
SHEET
NUMBER
ENGLISH UNITS
SAP. 27-619-18 / SAP. 216-020-02 /
SAP, 216'"'101-02 / SAP. 216-108-01
UchlhlcDThl rnllhlTV
r<:,^u
1 a DDn IcrT hln 00:)1
/';Z .,~.-
S1GW< ../ /::"'-'?;2
, / -;
LANrfseAPE ARCHITECT: I HEREBY CERTIFY f AT THIS PLA.t~VWAS PREPARED BY ME .OR UNDER MY DIRECT SUPERVISION,
AND THAT I AM A DULY REGISTERED LANOSCA;f~t_alJ.~.r.u:tEtT UNDER THE LAWS OF THE STATE OF MINNESOTA.
j 51 ~ ~gti
Ji ~~~~~~ ;t~a
o ~iUil~ h~
z il';..~t~~ l';U~
g~!~~"~ ~~~~
~i .~i!h ~~:;~
~ ~~I~~h @i~~a
3~"'I~g ~l';o.~~
n~~~~1 I~~h
~ liill!; ~I;!!
u h~~~d ~~~i~
~ ~~
. :~~~~
~ ~~l'l~~~
1 ;!I~!l
m am~ld~
i ~f~~~~
~ ~d~dl
~~ ~~ 1I.
Nt!~ l';~ !
:~ .l!ld '"
~~it~~~~
i!:;ag~~~e
~-'~i~~~~~"
~l!l~~~ltl~d
;I;;!dhi
'1'1lII'!~
---;jOvv,r---
r ~.
r '1'1lII'!~i
I-____________________________________
~:)?grp" ,',
-1\ ~ :~ ~ ~. Jndil~;ilil.
I i Iii !--lll i i ! ; i i =111 1 ! , i ! 1'--: : I ill I i !-
, III III III II~II II~~II III III~II II
:J.l ill II : ur-I i !' =ill ! : i ! [I-ill / i I : i !
I I~ I ~ ~ !
I ~ ~
----------.. ur- D~
L f= '11rr: ~ <<J~.. " ( ~
~ - ~ 1/ ~nU V
~ ~~l'l~gl (]
· e' . K . . , "!I~il
i~ ;o~ i = l!
II~ !~~~~ :: ,""
~~. t- Uli~;i = __ i=-~'\.
"'~~ jW~i~;=== I I I~
h~ l: ~~~~~ != tl" "-' ~ 1\
~~Ul~ l: r::: = i*~!~I=~,?~nn
~ -,~l'la~~= _a!lNlloli;oo'llNilill9
~~ ~~hijl= j,' _ .., ,gElI>l\~:!:>t '1'1lII,~NtV!llOI
ii L - 14 = ~ ~ -- ",1 Lf:~ ~ ~
!; ~ F= 'f1-~) 11, l~" ,
~ i ~ ! ~ ~i~!~ I ~,~ /
~ : 1= ~; ! k ~itll~~;~ n 1"-
~ ~ I'j ~ ~ ~!iI~il! )(
~ I~' u ~ l\
~ Iii l: p--, !i!m~ 5 _ ~ ;::J' K I
~ 1L - /' ____ 8'7WUld~ : '\ ~
;! 0 = 7 ~~ ~ l !I~~~II
~ ~~ ~~~ ; ~W\;Jt~~
iil ~~ l!ij~ - --j l';:::..,""
m ~I: x!,!",
dt-o.. .
A-.. j" ~
c d ------:. ~ Y:~ )~
o ,,+,~:,;.,(~ ~~) ~
- l ~r~-"~'":"~'"31- ~ 1'k:-: r:.~\":\ mic Ii
,.' I! z. 9: -=-",:,:J:,::~",.:: ,,:,'~t:,;'L ::">",":.:'~
c 1.- :'.. '_no __m. --::1L '" dJ.J., '~ \\J[ IJL !,! 1\
It. :~ii'~~Jn~: ~ __c== - -~r":'~rt~ffl:~Jr:
\:'IY' ~ IY"' i ----1 \ 1("''''''''-'-1' ~';, _I!
0~ r\\,~: - , --. - .... :::---1 " \1 1\ rl I) , / r-=-ii I
. r\ II II \, --.,01 II ,
r::l\- ,. - -l\ L \1 ir-'";\\~\''' - 1\' - -,,/--.,\
II !I Ii 1\'" .\ ,x ( " \;}\
~
~
~
c:J
~
3;
c:J
~
~
" f1
~
~gid ~~~
~~I:;~fl ~~u
~~~l1g UI
i~~U I""'''
J; ~ibi ~I
o i~I!~ ~~m
z ~~l!l~~ l';~~
~i~~i lie
~ i~lb @~~
l'iU~~ ~;tllla
I~s~d jli~
~ g;iU~ n~! ~
U n~;t:l~ h~~ ~
-1
~
~o
d
o.;t
n
6.
~~
~n
.
~~
I-~
WW
wP=l
IL
(/)::l
Z
G~
HW
1-1-
U(I)
W~
(l)i=I
(1)0..
(I)
03
~G
WH
~~
~~
/:!:!-1
(1)-1
j~
H
0..1-
......~
-1.
~((\
~~
A"'":
~zo.
I- Q
1LI (I) .
OC-1;...
-1~ .
~~:..
U ."
HI- W
0..K!<t
(:'-~
~ (
=
I (
CD (
=
~
I [
'.0
~ .
(U
I,
eL ,
<..1~ ~
(/) [
c
c
"
(U
=
I
~
=
~
I
(/) '.0
-' ~
I--< (U
<[
I- Q..
W <[ C
1=1
(/) c
L:J
Z -
I--< " -
u <
z (U (,
W =
W- I C
=
-' (U
<[ =
l- I
Z '.0
W ~
L (U
<[
Z Q..
~ <[
0 (/)
" "
>
-' CD I-
-' (/) ~ '"
<[ l- I
:3 I--< er- e
z ~ C
L:J ::l '.0
Z I L
I--< I r--- ...
z (/) (U 0
I--< I--< L
<[ -' Q.. L
I- L:J L
W :z <[ L,
~ w VJ :J
N~
.
~~
:c
<i.
,.j
a:'
<5
a::
w
CJ:l
::0
<r
,.j
z
o
(/)
"'i
~~ ~
i~i -1
.. ~Wiba <l
It~:'l~~ '"'
I- i~i~fi g
l~~~l'; ~
,,~ItUlI" >
a'\':ll~t:! W
U Ul~@~~ m
z ;j;t~(Il~
lL ~i9gl ~
~ ~~~I., ~
;~U~ ~
ii~d m
O~nn ~
0..
......
~
~
il:
15
~
~~ ~:
.,- '"
a..1-
....
OI
"H-
~. 0\
~ -.,...~)~ ~
o
w
6
:z
(.f)
<(
Q)
.
."
C
Q)
'in
"
."
.'.
a
.
w
-'
<(
u
Ul
"-'<;TOo Boy
00
00
</0
</
\
\ ~~~i~
\ ~~~~~
\ J~~~
\ g~~~~
~d~a~
\~. ~~~
~~h~1 I' I
~\~~,
\ \ %
'\ I
\ I
~
I
I
I
I
\
\
~;; - ~ ~lS.. ~
\ ; ~_!~~~~~ ~ \
I:~-~~Qr~i~~
' \ H dibi~h
\ ~ ~
~ f ~
in
i
~
~
~I!lll ~$
!II im
Ildhn
\ ~
\ ....!
~
.s.
\
\
\
\
\
\
\
\
\
i
:c
~~r~2r ~ 2_
- R:l. .~ ._
~L~hti~ ~ dl-'~ ~
- .. U~~Q~ -i-- <..
I ;; E~~'~,:! ;;
~ ~ti j:ii!;rlSll' ~ _.' e- ti
- .~ /' /~ ~~ .6 ':i ll- ~
I l/O/~ ~.~,~< ~ I .'
~ /' /~. .2~~'" l ;,;
/V! I i !~hi! f ! !
II I l i · If
.. " ~ ~ . }~.
~ ; ~ ...~, ~ ~ <II
r ~ ~ !:
' 1-
~ ,p
\
~ Z
...J 0
a::: ~
<.5 fS
'" IL
~ ~~
~ r-~
: ~~
:z o~ n
o ~t g
~ ~~ ".
Zt-
::Ill) 0;;
lM ~~ ~
~ W,,-"
E} :i 0 b
f 6l_~ t>
s:'S -
l5 Il: w
s ~F
~ [e:1
o
~5
zt;
\ ~~
~\.\ ~'!J
\,.~\:- ~-~
\. " ",.,,~.~"-
\i "" t! 8
. \ \ffi~
~'.'--~~ -~
0,,,,. ::>;
I ':;; t; Z -:;t
I c. I'! '"
\ l~ ~
\ \~~~
\ . w
, \~~
,I'" t-
.... 0 a l~
j~ ~
o 0/
"'0 /
. /
~/
/,/
--./ '\.
r)~>/ '\.
.,
.,
.,
.,
.,
.,
\
~\
\ \
\ \
\ '\
\
o
W
I---
o
:z:
~
W
-'
<(
U
(I)
Ol
.
"
_i
~
i:
I
..
"-
d
U
'"
"
C
d
-'
I
0--
I\J
g
. "
. ,
4 . 4 .
. "
<1 .... .
<I .... .
. .... . ...
,..-'\
------------------------- --
-------=.----
---~-:~---_._--
----- --
------ ..-------
- .----.-
---~-_._-
-'-- ---
\ ---.-----
-)~-----===---------
-'-
------~- -----::..\.
---- --- \
~------ ----.-
~ ;:l
(f ~~
1: :ll
r
/
-' =L=-----=~
----- 10 ~-_._-3i>-----
I I
PLANTING PLAN & PLANTING AREAS 'B' & 'e' ENLARGEMENTS.
ENGLISH UNITS
SAP. 27-619-18 I SAP. 216-020-02 I S,p,'p. 216-101-02 I SAP, 216-108-01
4
~J );
<rz
FLANTING BED NOTES:
1- I"
ow
11.. A;
MUl.CI-l wrTl-l 6' COMPACTEI:> I:>EP"Tl-l OF Mnt:>OT
~ TYFE 6 MUL.CI-l OYER 6 MI.. L.ANC>SCAPE
FAeRIe .. T'rP. MUL.CI-l SI-lAW. IS!! PULLEt> A.III.4,.
~ &TEM& / TIlU>IIC& OF AU. PLANT&.
. NO L.ANC>SCAPE EC>GING NECE!l6ARY FOR
Tl-lIll AREA
/,
~- \
,
\.
". '.
". ....
........ ...
1
~s
PLANTINC:F AREA 116" - PLANTINC:F PLAN (NORTHERN SECTION OF AREA "6" - RET. WALL NO.1)
&cALE: I" . lIZ)'
1" ."
~
ocale 1" =
(3)V1r f....
FLANTINC: BED NOTES:
MUL.CI-l wrTl-l 6' COMPAC1'El:> I:>EP"Tl-l OF Mnt:>OT
~ TYFE 6 MUL.CI-l OYER 6 ML. LANC>SCAPE
FAeRIe -T'rP. MUL.Cl-I SI-lAL.L IS!! PULLEt> A.III.4,.
~ STEM& I TI<I.N<;S OF ALL. PLANTS.
.. NO LANC>&CAPE EDGING NECE!l6ARY FOR
Tl-lIll....RE....
PLANTING DETAILS NOTE:
RSFER TO FLAN Sl-lEETS '!lb . S1 FOR
DETAILS, REQUIREMENTS, AND OTI-lER
NOTES REL.....TED TO FLANTINGS FOR
Tl-lIS PROJECT
(~) Prince or lUal_.h.rl1 ...
(3) e>w.rr Bu6h ..
-=~~------
~ ~ -------. -----
g ~ ----.----=:--------
~ ~--_... <t Ce,AI-i 1 Cj we ---"----::..-:::::::-===:::::::__:.____,__
2 PLANTINC:F AREA "6" - PLANTING PLAN (SOUTHERN SECTION OF AREA "6" - RET, WALL NO. 1)
~s &cALE: I" . lIZ)'
....
""-::"
{f
w " w w
~~
ocale 1" = 10'
:w
I
(2)
(~) C>warr eu..h 6UckJe
(1)"""""'" 61'''"....,. StorvIc_
8-
',,-
(3) Prince or wah.. Junl
(3) e>w.rr_
ouclc.Ie
(3) Prince or waf... Junl
carou.el !!arbsr
,//".... \.
--,/
\
i
\
t
"....
" "
.... ........:~...........
....,-::~-.. -- -
-"" ._.~::-_._--_.~----_._------_.- --===-=====-=----===--=::..-:====--.
------ ._..-._._------~
'" -,' i'
PLANTINC:F AREA "c" - PLANTING PLAN (RET. WALL NO.2)
&CALE: I" . lIZ)'
H
1-li="I\II\Wpnl ("nll"l I v
SCALE: AS NOTED
.---.J
-,.... /.
// ,7;f;Z <if'
SIGNATU " /~ .. _ lYPED OR PRINTED NAME: JASON LAMBERG, R.LA
LANkc:.:;'::CHITtCT' I 1e;~8Y'~TIF'Y CHIS PLAN AS PREPARED BY ME OR UNDER MY D'RECT SUPERVISION
AND THAT I AM A DULY REGISTERED LANDSCA-P.E,~,6,8.gHIJECT UNDER THE LAWS OF THE STATE OF MINNESOTA. .
G 32 7 -L 0 ndscop.-r II'AL.dwg
5/10/04
DilTE:
UCENSE NUMBER 40003
---
--- --- -~- "- --
~
..
10'
PLANTING SCI-IEDULE (PLANTING AREAS IIBII 4 "CII):
NOTE: COMPOST SI-lALL. 6E CONSIDERED INCIDENTAL TO TI-lE FLANTINCiS,
&c:.lent.lnc Name Common Name
Amslanchl.. x grarll::Urlc>ra 'Autum Brilliance' Autumn &Ulianc:e Servlceb
Commorl Na_
'"""'II COrou..1 e.arl:>srr!l
e>w.rr Elusn foIonsyouckle
Common -Name
Prince or waf... Juntpsr
LANDSCAPE I"ULCf.I, FABRIC, AND EDGING
Quantlt ITEM r>E&c:RlPTION
Ie> LF COMMERCIAL POl.,. EPGING
14& 6,. 4'-6' r>EP"Tl-l LANC>&C....FE I'7Jl..Cl-I
14& S,. LANC>SCAPE FAeRIe
21 C,. COl1I"O&T
PLANTING BED NOTES:
I'7Jl..Cl-I UJITI.l6' COMPACTEC> I:>EPTl-l OF Mnt:>OT
'" I ~ TYFE 6 I'7Jl..CI-l OYER 6 ML. LANC>SCAPE
o FAeRIe _ T'rP, I1UL.Cl-I SI-lAL.L eE PULLED A.III.4,.
:!'~ :i FROM 6TEM& I TIlU>IIC& OF AU. PLANTS.
~ j caNT A1N PI..ANTINei SED WIT'" LANPSCAPE
EPGING A6 &I-lOUN (APF'RO><. 1" LF)
I ,
! /
I /
.,
... /
(13) &tell. cis Oro 1:>.
1" 2" :w
I I
1" = 10'
SHEET
NUMBER
("'''All 1("")
r'dinlr'-"T un flfl....\1
.
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD. SHOREWOOD, MINNESOTA 55331-8927. (952) 474-3236
FAX (952) 474-0128 . www.cLshorewood.mn.us . cityhall@cLshorewood.mn.us
Executive Summary
Shorewood City Council Regular Meeting
Monday, 14 June 2004
..;,
A work session with the Parks Foundation, to which the Park Commission has also been
invited, will begin at 6:00 p.m.
A work session of the Council will follow its Regular meeting.
Agenda Item #3A: Enclosed is the Verified Claims List for Council approval.
Agenda Item #3B: Staffing-Two seasonal positions in public works maintenance have been
filled. Council authorization is necessary.
Agenda Item #3C: The current four-year contract ,with Hennepin County to provide assessing
services expires July 31,2004. Hennepin County is interested in renewing the contract for
another 4-year term (2005 through 2008). Staff recommends approval of the agreement.
Agenda Item #3D; We have received the final plat for Linden Hills Second Addition. The
preliminary was approved at your last meeting. Approval is recommended.,
'.,1
Agenda Item #3E: Bayside Bank is changing its name to MidCount11Y Bank. As a
consequence, its has requested a sign permit reflecting the change at the bank's CUB
location at the Shorewood Village Center. The sign is actually somewhat smaller than its
current one and approval is recommended.
Agenda Item #3F: Improvements to two sanitary sewer lift stations have been planned for this
year: Lift Station No. 18 (Shady Island), and Lift Station No.8 (Birch Bluff Road). The
Shady Island station was awarded last year, but was voided due to issues with equipment
access while the "Red Bridge" was under construction. The estimate. of cost is
approximately $168,000, assuming that the projects are awarded under one contract. To
start the improvement process this year, staff recommends adoption of the resolution
approving the plans, specifications and engineer's estimate.
Agenda Item #5A: Patrick Hodapp, the City's representative to the Lake Minnetonka
Communications Commission (LMCC), will give an update on the LMCC's activities.
Agenda Item #7 A: A report of the June 8 Park Commission meeting will be provided.
ft
~~ PRINTED ON RECYCLED PAPER
Executive Summary - City Council Meeting of 14 June 2004
Page 2 of2
Agenda Item #7B: Enclosed in the City Council packet is the Freeman Park Wetland
Enhancement Report. The Park Commission and Staff are recommending approval of
this item such that funding sources can be solicited for this project. A simple motion to
accept the report is recommended.
Agenda Item #8A: Verizon Wireless has requested an amendment to an old conditional use
permit that would allow them to install an emergency generator at their 24283 Smithtown
Road location Gust north of City Hall). The site on which the existing telecom facility is
located does not comply with Shorewood zoning requirements. Most of the
nonconformity relates to the auto sales lot located on the front portion of the property.
The Planning Commission agrees with staff recommendations that suggest taking this
application as an opportunity to correct some of the nonconformities. Subject to parking
lot and landscaping improvements, the Commission voted to recommend approval of the
C.U.P.
Agenda Item #8B: Nearly a year ago, the Council agreed to swap some excess City-owned
property on Enchanted Point for land owned by the Zucco family that would provide
additional right-of-way for the substandard street. Title and estate issues have delayed
this matter until now. The proposed resolution approves a subdivision and combination
authorizing the trade of equal area parcels. The applicant should prepare deeds for
review by the City Attorney. The deed should be recorded with the resolution.
.
Agenda Item #8C: Tom Kelsey and Ingrid Schaff propose to subdivide their property at 5705
Smithtown Way into two lots. The division complies in all respects with the R-1C
zoning of the property. The Planning Commission voted unanimously to recommend
approval. A resolution to that effect is included in the packet.
Agenda Item #8D: In April, the City approved a subdivision for Thomas Thiss at 6110 Ridge
Road. The division was contingent upon Mr. Thiss removing or relocating a
nonconforming garage by 1 July of this year. Mr. Thiss indicated at the time that he
would like to apply for a variance to keep the garage. After holding the necessary public '.
hearing, the Planning Commission voted 4-2 to recommend denial of the variance, citing
the City's policy of correcting nonconformities when opportunities arise. The old, single-
car garage is only 1.2 feet from the side lot line and 27 feet from the street. Since the
July deadline is rapidly approaching, staff has prepared a draft resolution for your
consideration, based upon the Planning Commission's recommendation. If you have any
questions on this item, please do not hesitate to contact staff prior to the meeting on
Monday night.
Agenda Item #9A: Staff is recommending approval of the resolution that approves the plans,
specifications, and estimate for the County Road 19 Project, and authorizes advertisement
for bids.
Agenda Item #9B: Staffwill be presenting the cooperative agreement with Hennepin County
on Monday night. Mr. Craig Twinem will be present representing Hennepin County.
Agenda Item #9C: Staff recommends approval of the resolutions that accept the easement
agreements with Hennepin County for the County Road 19 project.
.,.
.
.
CITY OF SHOREWOOD
CITY COUNCIL REGULAR MEETING
MONDAY, MAY 24, 2004
5755 COUNTRY CLUB ROAD
COUNCIL CHAMBERS
7:00 P.M.
MINUTES
t)R~f1
1.
CONVENE CITY COUNCIL MEETING
Acting Mayor Garfunkel called the meeting to order at 7:00 P.M.
A.
Roll Call
Present:
Acting Mayor Garfunkel; Councilrnembers Lizee (arrived 7:05 P.M.), Turgeon, and
Zerby, and Administrator Dawson; Associate City Attorney Mayeron for Attorney Keane;
Engineer Brown; Finance Director Burton, and Planning Director Nielsen
Absent:
Mayor Love
B. Review Agenda
Acting Mayor Garfunkel reviewed the Agenda for the evening. Administrator Dawson requested Item 9C,
Authorize Easement Agreements for County Road 19 Reconstruction Project, be removed from the Agenda
for the evening, as Engineer Brown would provide an update in its place.
Zerby moved, Turgeon seconded, Approving the Agenda as amended. Motion passed 3/0.
2. APPROVAL OF MINUTES
A. City Council Regular Meeting Minutes, May 10, 2004
Turgeon moved, Zerby seconded, Approving the City Council Regular Meeting Minutes of May 10,
2004, as presented. Motion passed 3/0.
3. CONSENT AGENDA
Zerby moved, Turgeon seconded, Approving the Motions Contained on the Consent Agenda
and Adopting the Resolutions Therein:
A. Approval of the Verified Claims List
B. Staffing
C. Approvals for Excelsior Firefighters Relief Association Dance on July 16, 2004
1. Adopting RESOLUTION NO. 04-045, "A Resolution Approving a Temporary
3.2 Percent "On-Sale" Non-Intoxicating Malt Liquor License."
2. Special Event Permit
3. Temporary Sign Permit - 24100 Smithtown Road
#c2ft
CITY COUNCn.. REGULAR MEETING MINUTES
MAY 24, 2004
Page 2 of8
'"
D. Adopting RESOLUTION NO. 04-046, "A Resolution Authorizing Payment from the
State to the City for Freeman Park Access Closure, M.S.A. Project No. 216-101-03,
City Project no. 01-07."
E. Agreement for Meeting Space for Lake Minnetonka VFW Post #5919
F. Sign Permit Requests
1. Applicant: Hairazors Salon
Location: 23690 Highway 7
2. Applicant: Shorewood Liquor
Location: 23670 Highway 7
G. Adopting RESOLUTION NO. 04-047, "A Resolution Accepting Bids and Awarding
Contract for Bituminous Seal Coating of Streets."
H.
Shorewood Yacht Club Multiple Dock Facility License
.
Motion passed 4/0.
4. MATTERS FROM THE FLOOR
There were no matters from the floor presented this evening.
5. REPORTS AND PRESENTATIONS
None.
6. PUBLIC HEARING
None.
7.
PARKS
.
A. Report on Park Commission Meeting Held May 11, 2004
Commissioner Gilbertson reported on matters considered and actions taken at the May 11, 2004, Park
Commission Meeting (as detailed in the minutes of that meeting).
Councilrnember Lizee arrived at 7:05 P.M.
In response to Councilrnember Turgeon's question, Commissioner Gilbertson explained City Staff would
be working with Astroturf consultants regarding a consideration of Astroturf in the batting practice areas.
With regard to the sponsorship issue for the Music in the Park series, Commissioner Gilbertson explained
sponsorship would be noted in a subdued fashion, probably with recognition noting contributions on
program flyers.
Associate City Attorney Mayeron arrived at 7:10 P.M.
CITY COUNCll.. REGULAR MEETING MINUTES
MAY 24, 2004
Page 3 of8
B. Authorizing Expenditure of Funds for Music in the Park
Lizee moved, Turgeon seconded, Authorizing Expenditure of Funds for the "Music in the Park"
series of events. Motion passed 4/0.
8. PLANNING
A. Preliminary Plat - Linden Hills 2nd Addition
Applicant: Water Street Homes, LLC
Location: 5940/5950/5960 Lake Linden Court
.
Director Nielsen explained the applicant, representatives of Water Street Homes, LLC, proposed
combining three lots in the Linden Hills subdivision, and then splitting the resulting parcel into two building
sites. He also noted the property was zoned R-IC, Single-Family Residential, and contained approximately
61,371 square feet of area.
Director Nielsen then explained that although the existing lots were recently platted and conformed to the
minimum requirements of the R-IC district, the newly proposed lots were better suited to the size of homes
being built in the Linden Hills subdivision. The new lots would be 30,992 and 30,379 square feet in area,
respectively. Also, since the original Linden Hills plat was so new; the proposed combination/division of
the subject lots had been processed as a formal plat. This eliminated the need for a public hearing to vacate
the drainage and utility easements created with the original plat. It also avoided unnecessarily long metes
and bounds legal descriptions for lots that had already been platted.
He went on to state approval was recommended, subject to the applicant providing an up-to-date (within 30
days) title opinion for review by the City Attorney, and the final plat being recorded within 30 days of the
Council's approval of the request.
.
Zerby moved, Turgeon seconded, Adopting RESOLUTION NO. 04-048, "A Resolution Approving a
Preliminary Plat for Linden Hills 2nd Addition, for Water Street Homes, LLC, 5940/5950/5960 Lake
Linden Court." Motion passed 4/0.
Rick Carlson of Water Street Homes, requested clarification on the action taken by Council this evening.
Director Nielsen explained the final plat had not yet been submitted in its entirety, and thus would require
later action by Council on the final plat.
B. C.U.P. for Telecommunications Facility
Applicant: T-Mobile USA, Inc.
Location: 5500 Old Market Road (Southeast Water Tower)
Director Nielsen explained the City Council had authorized T-Mobile to make an application for a
conditional use permit to locate telecommunications facilities at 5500 Old Market Road on Shorewood's
Southeast Area Water Tower. T-Mobile proposed erecting telecommunications antennae around the stem
of the water tower at the level the now bankrupt Metricom had its equipment. It also proposed to use the
fenced-in area currently occupied by Metricom's equipment to place the equipment cabinets at the base of
the tower. The proposed antennae would be located around the stem of the water tower approximately 76
CITY COUNCll., REGULAR MEETING MINUTES
MAY 24, 2004
Page 4 of8
feet high, and the equipment platform would be a little larger than what was currently on the site,
measuring approximately 11' x 20' .
Director Nielsen went on to review the land use and code requirement issues related to the request. He
stated approval of the conditional use permit would be subject to the following:
1. Complying with the recommendation of the City Engineer with respect to structural and
operational issues.
2. The applicant must enter into the City's lease agreement including provisions for annual
monitoring.
3. Since the applicant was responsible for the removal of the Metricom equipment, Staff was
recommending the current lease rate of $1500 per month not be increased at this time. There were
provisions for the standard lease agreement for annual rate escalation, based on the CPI or four
percent, whichever was greater.
Director Nielsen also noted a change to the draft resolution shared with Council this evening, specifically .
on page 13 of the document, which should include language providing deletion of the estoppels section and
the entire agreement was to be construed according the Minnesota State law.
In response to Councilmember Garfunkel's question, Director Nielsen stated monies had been received
from the now defunct Metricom, but they were not adequate for equipment removal or rent due, Thus, the
retainage of the current equipment from Metricom was an attempt at remedy of these monies.
Jess Louk, representing T -Mobile USA, Inc., requested flexibility on the start date stated in the agreement
for the project. He noted the final contract approval would need to be subject to and contingent upon City
Attorney approval.
Turgeon moved, Zerby seconded, Adopting RESOLUTION NO. 04-049, "A Resolution Granting a
Conditional Use Permit for Telecommunications Facility, for T-Mobile USA, Inc. (Voicestream
Minneapolis, Inc.) 5500 Old Market Road (Southeast Water Tower). Motion passed 4/0.
C.
C.U.P. for Accessory Space over 1200 Sq. Ft.
Applicant: O. Dale Larson (Rep. by Sharratt Design & Co.)
Location: 27980 Smithtown Road
.
Director Nielsen explained Sharratt Design, representing the applicant, was in the process of constructing a
new home on the property located at 27980 Smithtown Road. The new house was designed with a storage
area adjoining the garage that technically counted as part of the dwelling. The owner had decided to make
this space part of the garage, and since the area of the space added to the garage would exceed 1200 square
feet, the change necessitated a request for Conditional Use Permit. He went on to state the property was
zoned R-IA1S, Single Family ResidentiallShoreland, and contained approximately 44,170 square feet in
area. The garage currently contained 1200 square feet in area and would be 1310 square feet with the
proposed change. The proposed home contained 12,700 square feet on three levels. Director Nielsen
stated this request complied with all criteria for granting a Conditional Use Permit in this case.
Zerby moved, Lizee seconded, Adopting RESOLUTION NO. 04-050, "A Resolution Granting a
Conditional Use Permit for Additional Accessory Space to O. Dale Larson, (represented by Sharratt
Design & Co.), 27980 Smithtown Road." Motion passed 4/0.
CITY COUNCll.. REGULAR MEETING MINUTES
MAY 14, 2004
Page 5 of 8
D. Zoning Ordinance Text Amendment to R-C District Conditional Uses
Director Nielsen reviewed the proposed changes to the current zoning text to the Residential-
Commercial(R-C) District Conditional Uses. He specifically noted proposed changes to daycare use within
the R-C District, as well as conditions for that use related to parking, screeninglbuffering, and play area
size. He also explained the Planning Commission had recommended a change in the hours of operation for
businesses within the R-C district proposed as 7:00 A.M. to 9:00 P.M. Changes to signage were
recommended as allowing two signs per property, and allowing illuminated signage with specific
restrictions.
Turgeon moved, Lizee seconded, Adopting ORDINANCE 403. "An Ordinance Amending Section
1201.19 (R-C District) of the Shorewood Zoning Code." Motion passed 4/0.
E.
Final Stage Plans - Bosworth P.U.D.
Applicant: Dr. Kelly Bosworth
Location: 6120 and 6140 Lake Linden Drive
.
Director Nielsen briefly explained the history of the case, noting the applicant proposed constructing two
buildings on one site in a phased construction timeline, as part of a Planned Unit Development (P.U.D.).
He went on to explain the Planning Commission had spent a considerable amount of time researching and
reviewing this case, and as a result, had developed a conditional use process with limitations that would
allow day spa use. He also stated parking concerns were remedied utilizing net square footage calculations
and were consistent with other ordinances in utilizing these parking calculations. Director Nielsen noted a
draft develOpment document was before Council for consideration this evening, and he went ~n to note the
following remaining items outstanding.
.
1. A final tabulation of impervious surface to lot area ratio needed to be submitted verifying that the
project would not exceed 66 percent hardcover. Director Nielsen noted these calculations had
recently been submitted for impervious surface, and the calculations submitted for the north lot,
including garage, was 56.840/0, and the southerly lot, also including garage, was calculated at
60.13%, both well within the hardcover maximums allowed within this zoning district.
2. The landscape plans must be signed by a registered landscape architect. This item was determined
to be an oversight by the landscape architect and would be submitted promptly.
3. The developer must submit a construction schedule (i.e. site work, buildings, parking lot,
landscaping, etc). While the schedule submitted was a bit abbreviated, Director Nielsen explained
the schedule indicated construction would begin in June of this year, with approximately 95% of
the project completion being demonstrated sometime in December of this year. Landscaping plans
would then carry into the following spring due to necessity of the seasons for final completion of
the project.
4. The developer must submit bids, or estimates prepared by his engineer and landscape architect, for
the costs of the required improvements (e.g. landscaping, paving and striping).
5. The landscape plan should indicate how the northerly lot will be restored after rough grading. The
northerly lot would be "rough graded" as part of initial construction and Director Nielsen had
requested information demonstrating how that grading would fit into the presumed construction
schedule for the project.
6. Several issues regarding protective covenants remained to be drafted by the applicant's attorney.
These issues included:
CITY COUNCIL REGULAR MEETING MINUTES
MAY 24, 2004
Page 6 of8
. joint use and maintenance of the common driveway and any shared parking
. architectural standards for the second building
. name of the attorney preparing the document
. include City of Shorewood as a signatory
Subject to review and approval of the City Attorney for the items listed, approval was recommended by
Staff.
Dr. Bosworth, applicant, stated despite the remaining issues related to expenses and indemnification
responsibilities, illuminated signage, and determination of responsibility for successors, he was anxious to
get started on the project. He requested Council consider his request for signage to be illuminated twenty-
four hours, as the proximity of the proposed signage would be well away from residents and would face the
commercial areas across Lake Linden Drive.
Councilmember Turgeon stated she had heard lengthy discussions by the Planning Commission regarding
illuminated signage in this case, and the majority of the Commission belived flexibility had been given in
this case to allow illuminated signage to coincide with hours of operation.
.
Acting Mayor Garfunkel stated he was a bit concerned as the Council had just approved an amendment
regarding the hours of illuminated signage in the R-C district, and he did not believe it made much sense to
change at this point in time.
Councilmember Turgeon requested items for resolution be included in the motion on this case.
Engineer Brown requested a condition to include the applicant's engineer finalizing construction drawings
prior to a preconstruction meeting on the project also be included as part of the motion on this case.
Turgoen moved, Zerby seconded, Approving Final Stage Plans for the Bosworth Planned Unit
Development, subject to Planning and Engineering Staff Approval, as well as the City Attorney's
approval of the protective covenants, and development agreement, specifically the indemnification
clause. Motion passed 4/0.
.
Turgeon moved, Zerby seconded, Approving ORDINANCE NO. 404, "An Ordinance Amending the
Shorewood Zoning Code." Motion passed 4/0.
9. GENERALINEW BUSINESS
A. Selection of Consultant for Liquor Operations Study
Administrator Dawson explained the 2004 Liquor Enterprise Budget had made monies available for
consulting services to determine the feasibility of opening a third store within the City. After further
consideration, the Liquor Committee believed it more prudent to utilize these funds to do an analysis of the
City's entire system to determine the optimal arrangement of stores. Firms had been interviewed and Staff
analysis noted the different approaches, qualitative and quantitative, for each firm. Staff recommended,
along with the Liquor Committee the City Council authorize services of Dakota Worldwide, Inc., and if
need be, Springsted, Inc. as well for its qualitiative review. Given the substantial fund balance for the third
CITY COUNCIL REGULAR MEETING MINUTES
MAY 24, 2004
Page 7 of8
store, the Liquor Committee and Staff believed it was important a thorough analysis be conducted to guide
the City on how to utilize these funds.
Turgeon moved, Lizee seconded, Authorizing the Services of Dakota Worldwide, Inc., per its
proposal of April 8, 2004, and also to inform Springsted. Inc., that the City would engage its services,
at fees to be agreed upon at a later date, should the City determine it prudent to do so after deciding
a course of action based on the report by Dakota Worldwide, Inc. Motion passed 4/0.
B. Appointment to Shorewood Parks Foundation Board of Directors
Administrator Dawson explained the by-laws of the Shorewood Parks Foundation provide that the Board of
Directors nominate candidates to serve on the Board, and the Council's role was to affirm the
appointments. He stated the Board of Directors of the Shorewood Parks Foundation nominated Paula
Callies to serve as a director to its Board through February 28,2007.
.
Councilmember Lizee stated she believed Ms. Callies would make a fine addition to the Board.
Lizee moved, Zerby seconded, Appointing Paula Callies to serve as a Director on the Shorewood
Park Foundation Board through February 28, 2007.
Councilmember Turgeon stated she would be abstaining from this motion, as she did not think the Council
needed to be making appointments to the Board of Directors. She stated she thought it was micromanaging
a situation that certainly did not require it.
CounciIrnember Zerby stated the Shorewood Parks Foundation by-laws would need to be changed. Until
that time, Council needed to act on this request.
Motion passed 3/0/1, with Turgeon abstaining.
C. Authorize Easement Agreements for County Road 19 Reconstruction Project
.
This item was removed from the Agenda for the evening.
10. ENGINEERING/PUBLIC WORKS
None.
11. STAFF AND COUNCIL REPORTS
A. Administrator & Staff
Engineer Brown stated progress had been made in working with issues related to the Cooperative
Agreement for the County Road 19 project. He stated he believed plans and specifications, easement
provisions, and the Cooperative Agreement for this project would be presented at a Regular City Council
Meeting in the near future.
CITY COUNCIL REGULAR MEETING MINUTES
MAY 24, 2004
Page S ors
B. Mayor & City Council
There were no additional reports at this time.
12. ADJOURN
Zerby moved, Lizee seconded, Adjourning the Regular City Council Meeting of May 24, 2004, at
8:14 P.M. Motion passed 4/0.
RESPECTFULLY SUBMITTED,
Sally Keefe, Recording Secretary
Woody Love, Mayor
ATTEST:
Craig W. Dawson, City Administrator
.
.
-
PAYABLESAPPROVALS
For 6/14/04 Council Meeting
.
Prepared by: t ~ Yl1 fib-
Catherine EIke, Sr. Accountant
Reviewed by: ~6~
Bonnie Burton, Fi
Date: (p-/O-{j'f
Approved by: Date: 1);;./0. O't
Craig wson, City Administrator
Date: M#
.
-::I/:-3R
Check Approval List for 6/14/04 Sorted by Department
Check# Vendor Name Description Check Date Invoice # Amount
37581 AQUA ENGINEERING IN IRRIGATION REPR PART 5/27/2004 994 $62.62
37582 AT&T WIRELESS SERVI 5/27/2004 4160966-0 $33.37
37582 AT&T WIRELESS SERVI 5/27/2004 4160966-0 $102.25
37583 BROWN, LAWRENCE VUL ASSMT TRAINING EX 5/27/2004 $29.95
37583 BROWN, LAWRENCE VUL ASSMT TRAINING EX 5/27/2004 $660.66
37585 DALE GREEN CO DIRT 5/27/2004 3723 $234.30
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $44.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $110.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $88.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $44.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $66.00
37589 FORTIS BENEFITS INS C JUNE STD PREM 5/27/2004 $85.50
37591 GOV'T FINANCE OFFICE MEMBERSHIP RENEWAL 5/27/2004 0023003 $145.00
37592 GOVERNING SUBSCRIPTION RENEWA 5/27/2004 $19.95
37595 LOCAL LINK USA BUSIN JUNE WEB SVC 5/27/2004 95220466 $109.95
37596 LORDON INC RED BARRIER SIGNS 5/27/2004 214769 $240.50 .
37597 MACQUEEN EQUIPMENT SEAL KIT 5/27/2004 2043914 $170.96
37598 MEDICA JUNE MED INS PREM 5/27/2004 10415313 $9,284.68
37599 M ETLI FE JUNE DENTAL PREM 5/27/2004 KM05569 $530.93
37600 MIDWEST ASPHALT CO REPR DAMAGE-SMITHTO 5/27/2004 23623-998 $2,890.00
37602 MN CONWAY AND FIRE FIRE EXTING TESTS/REC 5/27/2004 333139 $202.80
37602 MN CONWAY AND FIRE FIRE EXTING TESTSIREC 5/27/2004 333139 $202.80
37602 MN CONWAY AND FIRE FIRE EXTING TESTS/REC 5/27/2004 333139 $202.78
37603 MINN NCPERS GROUP L JUNE ELECT LIFE PREM 5/27/2004 $12.00
37604 MN SUN PUBLICATIONS SLEEPY HOLLOW WOOD 5/27/2004 692410 $46.48
37604 MN SUN PUBLICATIONS VERIZON CUP 5/27/2004 692411 $46.48
37605 O'ROURKE WELDING CYLINDER RENTAL 5/27/2004 $10.00
37606 PFISTER HOTEL - MILW GFOA CONF HOTEL CHG 5/27/2004 $402.00
37607 PGIINC ICMA CONF HOTEL FEE 5/27/2004 $164.00
37608 PRUDENTIAL INS CO OF JUNE LIFE PREM 5/27/2004 $83.75
37608 PRUDENTIAL INS CO OF JUNE LIFE PREM 5/27/2004 $37.05
37611 SUN PATRIOT NEWSPA VERIZON CUP 5/27/2004 133 $33.83
37611 SUN PATRIOT NEWSPA TRADEWINDS CONCEPT 5/27/2004 134 $31.84 .
37615 UNUM LIFE INSURANCE JUNE L TD PREM 5/27/2004 0296873-0 $280.56
37616 WILLIAMS TOWING REPL LOST CK #33495 5/27/2004 56943A $40.00
37617 AFSCME COUNCIL 14 JUNE UNION DUES 6/3/2004 $198.10
37619 BARNES DISTRIBUTION SHOP SUPPLIES 6/3/2004 36407850 $179.43
37620 BIFFS, INC. 6/3/2004 W220768- $579.52
37621 BURTON, BONNIE MGFOA LUNCH/EXP 6/3/2004 $52.15
37625 ICMA RETIREMENT TRU PAYROLL DEDUCTS 6/2/0 6/3/2004 302131-06 $1,219.68
37629 MN CHILD SUPPORT PM CHILD SUPPORT - C SCH 613/2004 $193.35
37630 MN SUN PUBLICATIONS SEASONAL PARK HELP 613/2004 693535 $334.40
37631 MTI DISTRIBUTING COM SHOP SUPPLIES 6/3/2004 404937-00 $220.52
37631 MTI DISTRIBUTING COM SHOP SUPPLIES 6/3/2004 405224-00 $9.71
37631 MTI DISTRIBUTING COM SHOP SUPPLIES 6/3/2004 405224-01 $118.52
37632 NGUYEN, MICHELLE MAY MILEAGE 6/3/2004 $24.94
37633 PAWS, CLAWS & HOOV MAY IMPOUNDS/JUNE B 613/2004 $633.68
37634 PAZANDAK, JOSEPH MILEAGE 5/17.5/28/04 6/3/2004 $123.00
37634 PAZANDAK, JOSEPH SEC 125 REIMBURSEME 613/2004 $705.40
37635 PERA PAYROLL DEDUCTS 6/2/0 6/3/2004 762400-06 $2,566.89
37635 PERA PAYROLL DEDUCTS 6/2/0 6/3/2004 762400-06 $2,367.34
37636 PETTY CASH PETTY CASH REIMBURS 6/3/2004 $13.79
~MJM.~..:1!~U~~~~,:!f,i~~~~~~~i!~!~~~~K-~~~~~~~~~J:i.\;&-~~...-ii$~~~
Thursday, June 10, 2004 Page 1 of7
Check # Vendor Name Description Check Date Invoice # Amount
37637 PURCHASE POWER METER RESET/FILL 6/3/2004 $158.05
37640 SAFETY -KLEEN CORP. HENN CTY HAZARDOUS 6/3/2004 P0010571 $249.18
37641 STATE OF MN, CPV PRO RENEW MEMBERSHIP-C 613/2004 $500.00
37643 UNITED PARCEL SERVIC RECODIFICATION PKGS 6/3/2004 0000YF06 $14.05
37644 WASTE MANAGEMENT JUNE SVC 613/2004 0813958-1 $234.47
37694 AFSCME COUNCIt-44 JUNE-\;JNI0N DENTAL 8:10:2004 $338.00
37696 ANDERSON, KRISTI B. 1 ST HALF JUNE SVCS 6/10/2004 $150.00
3nOO BERRY COFFEE CO 6/10/2004 421356 $23.00
3noo BERRY COFFEE CO 6/10/2004 421357 $23.00
37701 BEST ACCESS SYSTEM KEYWAYS 6/10/2004 MN-33391 $56.80
3n02 BRYAN ROCK PRODUCT 6/10/2004 053104ST $172.98
3n03 BURTON, BONNIE JUNE EXP/GFOA CONF M 6/10/2004 $160.92
3n04 CARQUEST AUTO PART TAIL LAMPS FOR TRAILE 6/10/2004 LAK-254-3 $31.30
37704 CARQUESTAUTOPART TAIL LAMPS FOR TRAILE 6/10/2004 LAK-254-3 $28.54
3n04 CARQUEST AUTO PART EXHG FILTER STOCK PRI 6/10/2004 LAK-254-3 $41.15
3n04 CARQUEST AUTO PART RETURN TAIL LAMPS 6/10/2004 LAK-254-3 ($31.30)
3n06 COVERALL OF THE TWI JUNE CLEANING-CITY HA 6/10/2004 86107 $324.83
3n06 COVERALL OF THE TWI JUNE CLEANING-PW 6/10/2004 86108 $195.96
3n07 CULLIGAN BOTTLED W A 6/10/2004 114X3143 $51.17
. 37708 DAWSON, CRAIG MAY MILEAGE/EXPENSE 6/10/2004 $39.75
3n12 EDINA COURIERS LLC COURIER PKGS 6/10/2004 73674 $62.07
3n13 ELKE, CATHERINE MAYI1ST HALF JUNE EXP 6/10/2004 $38.84
3n14 EXCELSIOR ACE HARD MAILBOX 6/10/2004 612362 $11.70
3n14 EXCELSIOR ACE HARD TRAFFIC CONTROL SIGN 6/10/2004 613255 $47.89
3n14 EXCELSIOR ACE HARD BALLAST-CITY HALL 6/10/2004 613977 $30.87
3n16 G & K SERVICES 6/10/2004 053104ST $551.82
3n17 GATHERINGS AT EXCEL FLOWERS-ARMSTRONG/ 6/10/2004 421 $39.94
3n21 GROUT, TWILA RINK SUPERVISOR MILE 6/10/2004 $70.88
3n22 HOPKINS PARTS COMP TRAILER TAPE 6/10/2004 18427 $172.85
3n23 INST FOR ENVIRONMEN CITY HALL FUNGAL EV AL 6/1012004 79694 $1,613.09
3n25 KEEFE, SALLY MAY CONTRACT SVCS 6/10/2004 $300.00
3n25 KEEFE,SALLY MAY CONTRACT SVCS 6/10/2004 $175.00
3n27 LEAGUE OF MN CITIES I G.L.INS-NEW TRUCK 6/10/2004 16319 $571.00
3n28 LEONARD, STREET & DI GENERAL MATTERS-APR 6/10/2004 277241 $1,750.00
3n29 LORDON INC 6/10/2004 214835 $108.06
3n3O LUGOWSKI, JOSEPH SEC 125 REIMBURSEME 6/1012004 $541.76
. 3n33 MCLEOD USA 6/10/2004 5084873 $406.85
3n33 MCLEOD USA 6/10/2004 5084873 $113.85
3n33 MCLEOD USA 6/10/2004 5084873 $129.87
3n34 MIDWEST MAILING SYS JUNE NEWSLETTER 6/10/2004 58116 $336.99
37735 MINNEGASCO 6/10/2004 $105.58
3n35 MINNEGASCO 6/10/2004 $43.78
3n35 MINNEGASCO 6/10/2004 $75.80
3n35 MINNEGASCO 6/10/2004 $20.54
3n37 MN CITY/CTY MGMT ASS MEMBERSHIP RENEWAL 6/10/2004 $80.00
37742 NIELSEN, BRADLEY SEC 125 REIMBURSEME 6/10/2004 $81.85
3n43 OFFICE DEPOT 6/10/2004 24676607 $59.05
3n47 POTTS, KENNETH N. MAY PROSECUTIONS 6/10/2004 $1,708.33
3n49 QWEST 6/10/2004 $89.28
3n5O SAFEASSURE CONSULT SAFETY TRAINING 6/10/2004 1-2004 $2,470.00
3n51 SAM'S CLUB 6/10/2004 060204 $180.00
3n52 SBC PAGING 6/10/2004 52006806 $25.75
3n53 SPEEDWAY SUPERAME 6/10/2004 $1,319.31
3n55 TECHIES JUNE SVC 6/10/2004 $500.00
3n57 TOLL GAS & WELDING WELDING CYLINDERS 6/10/2004 305437 $471.15
3n60 VERIZON WIRELESS 6/10/2004 35397345 $127.98
~~~:;!~~:r.'\"1'!lW~.ws~~Ndl&;~~~~Jat,~1;!:>!;~
Thursday, June 10, 2004 Page 2 of7
Check # Vendor Name Description Check Date Invoice # Amount
3n61 w.w. GRAINGER, INC SHOP SUPPLIES 6/10/2004 495-78802 $81.01
37765 LEONARD, STREET & DI LAND USE-T-MOBILE 6/15/2004 277242 $1,197.00
37765 LEONARD, STREET & 01 LAND USE-CUB 6/15/2004 277242A $171.00
3n65 LEONARD, STREET & DI CODEENFORCEMEN~B 6/15/2004 277243 $680.00
37766 SO LK MTKA POLICE DE JUNE OPERATING BUDG 6/15/2004 6 $55,246.00
37757 'fllSB AND ASSOCIATES PARK ENHANCEMFt-lT m= fl/15/?00<1 01 0(' <1-Rs:lO $171 50
TOTAL FOR 101 GENERAL FUND $101,027.30
37705 CARVER CO LICENSE C LICENSE 2004 FORD F25 6/10/2004 $1,395.00
TOTAL FOR 403 EQUIPMENT REPLACEMENT $1,395.00
37636 PETTY CASH PETTY CASH REIMBURS 613/2004 $3.95
TOTAL FOR 404 STREET CAPITAL IMPROVEMENT $3.95
37712 EDINA COURIERS LLC COURIER PKGS 6/10/2004 73674 $36.68
3n67 WSB AND ASSOCIATES SMITHTOWN RD OVERLA 6/15/2004 01074-583 $2,365.00
37767 WSB AND ASSOCIATES CSAH19STREETSCAPE 6/15/2004 01388-020 $9,145.02
37767 WSB AND ASSOCIATES LK LINDEN PED TR DESI 6/15/2004 01489-013 $435.00
TOTALFOR 405 MSA CAPITAL IMPROVEMENT $11,981.70
37584 BURNET TITLE ASSMT OVERPMT-24845 5/27/2004 $322.99 .
37590 GOPHER STATE ONE-CA APRIL SVC 5/27/2004 4040721 $125.35
37593 HAWKINS WATER TREA 5/27/2004 102742 $70.00
37610 OW EST 5/27/2004 $57.96
37614 TWIN CITY WATER CLlNI APR BACTERIA ANAL YSI 5/27/2004 191 $60.00
37622 DEPT OF LABOR & INDU SE WELL FEE 613/2004 842351 RO $10.00
3n14 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/10/2004 610508 $3.28
37714 EXCELSIOR ACE HARD PLBG PARTS 6/10/2004 611140 $42.05
3n14 EXCELSIOR ACE HARD PLBG PARTS 6/10/2004 611152 $11.67
37714 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/10/2004 611318 $11.79
37714 EXCELSIOR ACE HARD PLBG FITTINGS 6/10/2004 611358 $6.09
37714 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/10/2004 612358 $2.65
37714 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/10/2004 613224 $8.05
37733 MCLEOD USA 6/10/2004 5084873 $37.95
3n33 MCLEOD USA 6/10/2004 5084873 $146.46
37735 MINNEGASCO 6/10/2004 $84.23
37735 MINNEGASCO 6/10/2004 $97.21
3n35 MINNEGASCO 6/10/2004 $117.09 .
3n36 MINNETONKA-CITY OF 5366 VINE HILL-2ND OTR 6/10/2004 $53.66
37736 MINNETONKA-CITY OF 5350 VINE HILL-2ND OTR 6/10/2004 $104.25
37738 MN SUN PUBLICATIONS 2003 WATER REPORT 6/10/2004 696532 $457.60
37740 NATIONAL WATERWOR REPL VALVE-SE WELL 6/10/2004 1303249 $224.82
3n41 NEXTEL COMMUNICATI 6/10/2004 58828331 $78.36
37749 OW EST 6/10/2004 $50.87
37749 OW EST 6/10/2004 $50.87
37759 TWIN CITY WATER CLlNI MAY BACTERIA ANAL YSI 6/10/2004 289 $60.00
3n67 WSB AND ASSOCIATES BADGER WELLHOUSE 6/15/2004 01074-870 $445.50
3n67 WSB AND ASSOCIATES TIMBER LN WATERMAIN 6/15/2004 01074-880 $5,068.75
TOTAL FOR 601 WATER UTIliTY $7,809.50
37582 AT&T WIRELESS SERVI 5/27/2004 2893733-0 $85.18
37582 AT&T WIRELESS SERVI 5/27/2004 4160966-0 $93.33
37586 EXCELSIOR-CITY OF 1 ST OTR 2004 SEWER 5/27/2004 $4,286.52
37590 GOPHER STATE ONE-CA APRIL SVC 5/27/2004 4040721 $125.35
3n14 EXCELSIOR ACE HARD SW DEPT SUPPLIES 6/10/2004 612324 $12.76
3n41 NEXTEL COMMUNICATI 6/10/2004 58828331 $78.36
37744 PAUL STOCKSITROY ZIE REFUND U/B OVERPMT 6/10/2004 $38.56
l!"if.(t.....:~'iIIt~.}.~;JilJ~~.ft~'filTI~~~~~...-=r~*""4;_~~~;S,i::1~~~~~~~~J
Thursday, June 10,2004 Page 3 of7
Check # Vendor Name Description Check Date Invoice # Amount
37767 WSB AND ASSOCIATES BIRCH BLUFF RD L.S. 6/15/2004 01074-702 $58.00
TOTALFOR 611 SANITARY SEWER UTIliTY $4,778.06
37587 FASCHING, PATRICIA SPRING CLEANUP EXPE 5/27/2004 $58.20
3n10 E-Z RECYCLING INC. JUNE SVC 6/10/2004 6707 $6,472.80
3n19 GREENMAN TECH NOLO SPRING CLEANUP-TIRE 6/10/2004 190961 $465.00
3n44 PAUL STOCKS/TROY ZIE REFUND utB OVERPMT 6/10/2004 $2.88
TOTAL FOR 621 RECYCliNG UTIliTY $6,998.88
-_.~._,,-_._-,-,._,_....--_...- _"~"'___'___"__.____"____'___'_______"_._'_'_h______'_._.__.__.____..___________~_.._~__,_~~. _____m___.____________._________"""_.___...____.___.________.__.
_n___________._______...
3n44 PAUL STOCKSITROY ZIE REFUND U/B OVERPMT 6/10/2004 $1.94
TOTAL FOR 631 STORMWATER MANAGEMENT UTILITY $1.94
37589 FORTIS BENEFITS INS C JUNE STD PREM 5/27/2004 $11.25
37598 MEDICA JUNE MED INS PREM 5/27/2004 10415313 $716.80
37599 METLlFE JUNE DENTAL PREM 5/27/2004 KM05569 $62.20
37601 MJOLSNES, MOLLY D. REPLLOSTPAYROLLCK 5/27/2004 $16.11
37608 PRUDENTIAL INS CO OF JUNE LIFE PREM 5/27/2004 $4.88
37609 QUALITY WINE & SPIRIT 5/27/2004 406676-00 $1,247.52
37609 QUALITY WINE & SPIRIT 5/27/2004 406927-00 $1,592.37
37609 QUALITY WINE & SPIRIT 5/27/2004 406927-00 $88.74
. 37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $29.29
37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $20.00
37615 UNUM LIFE INSURANCE JUNE L TO PREM 5/27/2004 0296873-0 $25.16
37618 ARCTIC GLACIER INC 6/3/2004 3n41450 $34.11
37618 ARCTIC GLACIER INC 613/2004 39741400 ($48.23)
37623 HERMEL WHOLESALE 6/3/2004 471084 $355.24
37623 HERMEL WHOLESALE 613/2004 471084 $235.55
37624 HOHENSTEINS INC 613/2004 331822 $338.90
37626 LAKESHORE WEEKLY N 613/2004 00104824 $142.50
37627 MARLIN'S TRUCKING 613/2004 14193/225 $38.70
37627 MARLlN'S TRUCKING 6/3/2004 14193/225 $38.70
37628 MIDWEST COCA-COLA B 6/3/2004 83283158 $231.84
37638 QUALITY WINE & SPIRIT 6/3/2004 409734-00 $79.15
37638 QUALITY WINE & SPIRIT 6/3/2004 409858-00 $644.44
37638 QUALITY WINE & SPIRIT 613/2004 409858-00 $352.99
37639 QWEST DEX 6/3/2004 02042206 $79.60
. 37642 TOWLE REAL ESTATE C JUNE RENT 6/3/2004 $5,409.40
37695 ALCOHOL & TOBACCO T 41-6005142 SPEC TAX 20 6/10/2004 $250.00
37697 ARCTIC GLACIER INC 6/10/2004 43841500 $63.42
37697 ARCTIC GLACIER INC 6/10/2004 43841570 $48.51
37698 BELLBOY BAR SUPPLY 6/10/2004 38436900 $108.34
37699 BELLBOY CORPORATIO 6/10/2004 29565700 $2,041.40
37699 BELLBOY CORPORATIO 6/10/2004 29635400 $2,171.75
37699 BELLBOY CORPORATIO 6/10/2004 29700600 $4,125.60
3n09 DAY DISTRIBUTING 6/10/2004 265580 $807.60
37709 DAY DISTRIBUTING 6/10/2004 266553 $19.20
3n09 DAY DISTRIBUTING 6/10/2004 266553 $1,746.85
3n09 DAY DISTRIBUTING 6/10/2004 267382 $847.45
3n11 EAST SIDE BEVERAGE 6/10/2004 222894 $2,119.05
3n11 EAST SIDE BEVERAGE 6/10/2004 223004 $3,720.15
37711 EAST SIDE BEVERAGE 6/10/2004 223004 $10.70
3n11 EAST SIDE BEVERAGE 6/10/2004 223101 $32.10
3n11 EAST SIDE BEVERAGE 6/10/2004 223101 $1,753.00
3n15 EXTREME BEVERAGE 6/10/2004 206088 $32.00
3n17 GATHERINGS AT EXCEL FLOWERS-ARMSTRONG! 6/10/2004 421 $26.63
37718 GRAPE BEGINNINGS, IN 6/10/2004 64092 $218.00
~~t'"}.;1~,~~,~~m;ilii~~~~.~1~a~~~~4u
Thursday, JUlle 10,2004 Page 4 of7
Check # Vendor Name Description Check Date Invoice # Amount
37718 GRAPE BEGINNINGS, IN 6/10/2004 64544 $75.00
37720 GRIGGS, COOPER & CO 6/10/2004 892224 $0.85
37720 GRIGGS, COOPER & CO 6/10/2004 892361 $378.59
37720 GRIGGS, COOPER & CO 6/10/2004 892540 $966.84
37720 GRIGGS, COOPER & CO 6/10/2004 895534 $384.45
37720 GRIGGS. COOPER & r.o 0/10/2004 B95716 $3BB 92
37720 GRIGGS, COOPER & CO 6/1 0/2004 899494 $1,571.62
37720 GRIGGS, COOPER & CO 6/10/2004 899495 $752.34
. .......-.--37724 .--~JOHNSONBROStIQUO--..- _" ._ ~~~'~~__~_.__._._mm..._._. -. .--------------0/10/2004-1725640----.-------$1;640:04------.-----.--....
37724 JOHNSON BROS L1QUO 6/10/2004 1725640 $213.66
37724 JOHNSON BROS L1QUO 6/10/2004 1728264 $255.80
37724 JOHNSON BROS L1QUO 6/10/2004 1728900 $15.99
37724 JOHNSON BROS L1QUO 6/10/2004 1728900 $58.50
37724 JOHNSON BROS L1QUO 6/10/2004 1728901 $1,596.15
37724 JOHNSON BROS L1QUO 6/10/2004 1728901 $1,720.38
37724 JOHNSON BROS L1QUO 6/10/2004 1728901 $22.05
37724 JOHNSON BROS L1QUO 6/10/2004 1732722 $827.30
37724 JOHNSON BROS L1QUO 6/10/2004 1732722 $1,002.14
37726 LAKESHORE WEEKLY N 6/10/2004 104877 $256.50
37731 MARK VII 6/10/2004 668744 $1,107.25 .
37731 MARK VII 6/10/2004 671363 $1,880.20
37731 MARK VII 6/10/2004 671364 $60.00
37731 MARK VII 6/10/2004 673799 $2,008.95
37731 MARK VII 6/10/2004 673800 $48.00
37732 MARLIN'S TRUCKING 6/10/2004 14250/142 $79.65
37732 MARLIN'S TRUCKING 6/10/2004 14250/142 $79.65
37733 MCLEOD USA 6/10/2004 5084873 $77.40
37735 MINNEGASCO 6/10/2004 $9.59
37739 MUZAK - NORTH CENTR JUNE SVC 6/10/2004 99974 $52.19
37745 PAUSTIS WINE COM PAN 6/10/2004 8036732 $280.00
37745 PAUSTlS WINE COM PAN 6/10/2004 8037972 $1,018.00
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2072975 $399.20
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2072975 $544.70
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075444 $753.70
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075444 $35.25
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075444 $900.71
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2078227 $121.00 .
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2078227 $2,726.45
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2078227 $58.20
37748 QUALITY WINE & SPIRIT 6/10/2004 412844-00 $380.01
37748 QUALITY WINE & SPIRIT 6/10/2004 412844-00 $1,440.60
37751 SAM'S CLUB 6/10/2004 060204 $20.43
37751 SAM'S CLUB 6/10/2004 060204 $61.11
37754 STAR TRIBUNE MAY ADS 6/10/2004 $213.30
37756 THORPE DISTRIBUTING 6/10/2004 333582c ($66.20)
37756 THORPE DISTRIBUTING 6/10/2004 335046 $2,307.00
37756 THORPE DISTRIBUTING 6/10/2004 335046 $49.80
37756 THORPE DISTRIBUTING 6/1 0/2004 335712 $2,782.65
37756 THORPE DISTRIBUTING 6/10/2004 335712 $26.90
37756 THORPE DISTRIBUTING 6/10/2004 336420 $10.05
37756 THORPE DISTRIBUTING 6/10/2004 336420 $3,854.75
37758 TOTAL REGISTER SYST SVC CONTRACT RENEW 6/10/2004 16788 $1 ,300.00
37762 WASTE MANAGEMENT JUNE SVC 6/10/2004 0813957-1 $117.92
37763 WINE MERCHANTS 6/10/2004 97341 $636.65
37763 WINE MERCHANTS 6/10/2004 97824 $181.50
37764 DAKOTA WORLDWIDE C DOWN PMT-L1Q STORE M 6/15/2004 6959 $1,166.67
~~"S~~~i~~:w:"4a1~'::'f'"f'S:t;"TI ~'""~,"",,~';Iii_~,~~~~!i:;.~~~~~~
Tlzursday, JUlie 10, 2004 Page 5 017
Check # Vendor Name Description Check Date Invoice # Amount
TOTAL FOR 641 SHOREWOOD PLAZA UQUOR $70,739.81
37589 FORTIS BENEFITS INS C JUNE STD PREM 5/27/2004 $6.75
37598 MEDICA JUNE MED INS PREM 5/27/2004 10415313 $529.81
37599 METLlFE JUNE DENTAL PREM 5/27/2004 KM05569 $37.32
37601 MJOLSNES. MOLLY D. REPL LOST PAYROLL CK 5/27/2004 $16.10
37608 PRUDENTIAL INS CO OF JUNE LIFE PREM 5/27/2004 $2.92
37609 QUALITY WINE & SPIRIT 5/27/2004 406677-00 $498.66
---~~37609 - - .---eUAtl'FYWINE&-gPIRIT---------------------------- .......... -------5/27/2004--466933-00-- .-------------$79;66---- ....----..-.--......-------..
37609 QUALITY WINE & SPIRIT 5/27/2004 406933-00 $n7.71
37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $19.99
37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $29.29
37615 UNUM LIFE INSURANCE JUNE L TO PREM 5/27/2004 0296873-0 $17.83
37618 ARCTIC GLACIER INC 6/3/2004 3n41450 $41.54
37618 ARCTIC GLACIER INC 613/2004 46341410 $40.68
37623 HERMEL WHOLESALE 613/2004 471089 $455.40
37624 HOHENSTEINS INC 6/3/2004 331823 $71.85
37627 MARLIN'S TRUCKING 6/3/2004 14192/224 $17.10
37627 MARLIN'S TRUCKING 6/3/2004 14192/224 $17.10
. 37628 MIDWEST COCA-COLA B 613/2004 83283141 $137.40
37638 QUALITY WINE & SPIRIT 613/2004 409733-00 $423.52
37638 QUALITY WINE & SPIRIT 613/2004 409857-00 $587.14
37638 QUALITY WINE & SPIRIT 613/2004 409857-00 $307.21
37645 WATERFORD CENTER JUNE RENT 6/312004 0604F $5,497.67
37695 ALCOHOL & TOBACCO T 41-6005142 SPEC TAX 20 6/10/2004 $250.00
37697 ARCTIC GLACIER INC 6/10/2004 43841500 $31.08
37697 ARCTIC GLACIER INC 6/10/2004 43841531 $13.14
37698 BELLBOY BAR SUPPLY 6/10/2004 38436800 $65.32
37698 BELLBOY BAR SUPPLY 6/10/2004 38496700 $86.08
37699 BELtBOY' CORPORATIO 6/10/2004 29565600 $716.00
37699 BELLBOY CORPORA TIO 6/10/2004 29635300 $1,390.05
37699 BELLBOY CORPORA TIO 6/10/2004 29700500 $2,180.50
37699 BELLBOY CORPORATIO 6/10/2004 29700500 $84.00
37709 DAY DISTRIBUTING 6/10/2004 265579 $356.95
3n09 DAY DISTRIBUTING 6/10/2004 265579 $16.90
3n09 DAY DISTRIBUTING 6/10/2004 266552 $1,686.75
. 37709 DAY DISTRIBUTING 6/10/2004 266552 $19.20
3n09 DAY DISTRIBUTING 6/10/2004 267381 $620.00
3n11 EAST SIDE BEVERAGE 6/10/2004 222819 $21.40
3n11 EAST SIDE BEVERAGE 6/1012004 222819 $333.80
3n11 EAST SIDE BEVERAGE 6/10/2004 222936 $655.15
3n11 EAST SIDE BEVERAGE 6/10/2004 222936 $32.10
3n11 EAST SIDE BEVERAGE 6/10/2004 223009 $1,193.20
3n11 EAST SIDE BEVERAGE 6/10/2004 223009 $21.40
3n15 EXTREME BEVERAGE 6/1 0/2004 207943 $32.00
37717 GATHERINGS AT EXCEL FLOWERS-ARMSTRONG/ 6/10/2004 421 $26.62
3n20 GRIGGS, COOPER & CO 6/1012004 892360 $322.75
3n2O GRIGGS, COOPER & CO 6/1012004 892544 $225.68
3n20 GRIGGS, COOPER & CO 6/10/2004 895489 $535.44
3n20 GRIGGS, COOPER & CO 6/10/2004 895719 $608.19
3n20 GRIGGS, COOPER & CO 6/10/2004 899496 $25.95
3n20 GRIGGS, COOPER & CO 6/1012004 899496 $721.04
37720 GRIGGS, COOPER & CO 6/10/2004 899497 $307.00
3n24 JOHNSON BROS L1QUO 6/10/2004 1725638 $197.10
3n24 JOHNSON BROS L1QUO 6/10/2004 1725638 $1,004.46
3n24 JOHNSON BROS L1QUO 6/1 0/2004 1728899 $22.05
~~-t~~;...,~w:lit;,;l!!t..;:~,.~'rim.'_~'f,m*"~~~{:'~^l~1.N.f.;~:~-~,rz~;;{l',l'~f;it.i!.)i1!ft.!;ji~...tr~~7..i1~;a;:;.~\t'!l:.is:.1:).:l<~;;i;;~~~
Tlzursday, JUlle 10, 2004 Page 6of7
Check # Vendor Name Description Check Date Invoice # Amount
3n24 JOHNSON BROS L1QUO 6/10/2004 1728899 $1,424.76
3n24 JOHNSON BROS L1QUO 6/10/2004 1728899 $601.43
3n24 JOHNSON BROS L1QUO 6/10/2004 1732720 $582.95
3n26 LAKESHORE WEEKLY N 6/10/2004 1048n $256.50
3n31 MARK VII 6/10/2004 668735 $1,107.70
-,----,~-- 37731 MARK VII 6/10/?004 671353 $536 67
3n31 MARK VII 6/10/2004 671354 $67.00
3n31 MARK VII 6/10/2004 673814 $1,174.20
---3n31-.... .... .M;4;RKVtt-------------------.--------------- .-----...---------6110/2004-073815---------- - -.----------$22;00----------.-------
3n32 MARLIN'S TRUCKING 6/10/2004 14249/142 $54.00
3n32 MARLIN'S TRUCKING 6/10/2004 14249/142 $54.00
3n33 MCLEOD USA 6/10/2004 5084873 $78.36
3n35 MINNEGASCO 6/10/2004 $9.59
3n46 PHILLIPS WINE & SPIRIT 6/10/2004 2072973 $133.00
3n46 PHILLIPS WINE & SPIRIT 6/10/2004 2072973 $169.60
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075443 $858.15
3n46 PHILLIPS WINE & SPIRIT 6/10/2004 2075443 $35.25
3n46 PHILLIPS WINE & SPIRIT 6/10/2004 2075443 $1,197.35
3n46 PHILLIPS WINE & SPIRIT 6/10/2004 2078225 $2,148.65
3n46 PHILLIPS WINE & SPIRIT 6/10/2004 2078225 $90.75 .
3n48 QUALITY WINE & SPIRIT 6/10/2004 412845-00 $51.43
37751 SAM'S CLUB 6/10/2004 060204 $20.43
3n51 SAM'S CLUB 6/10/2004 060204 $29.43
3n54 STAR TRIBUNE MAY ADS 6/10/2004 $213.30
37756 THORPE DISTRIBUTING 6/10/2004 334347 $99.50
3n56 THORPE DISTRIBUTING 6/10/2004 335047 $716.60
3n56 THORPE DISTRIBUTING 6/10/2004 335047 $22.90
3n56 THORPE DISTRIBUTING 6/10/2004 335714 $2,209.65
3n56 THORPE DISTRIBUTING 6/1 0/2004 335714 $13.45
37756 THORPE DISTRIBUTING 6/10/2004 336417 $3,304.85
3n63 WINE MERCHANTS 6/10/2004 97340 $545.70
3n63 WINE MERCHANTS 6/10/2004 97823 $214.75
3n64 DAKOTA WORLDWIDE C DOWN PMT.L1Q STORE M 6/15/2004 6959 $1,166.67
TOTAL FOR 642 WATERFORD UQUOR $42,624.52
3n64 DAKOTA WORLDWIDE C DOWN PMT-L1Q STORE M 6/15/2004 6959 $1 ,166.66
TOTAL FOR 643 TONKA BAY UQUOR $1,166.66 .
37594 LAROSE, DAVID REPL LOST CK#34753 5/27/2004 $150.00
37613 TED HANNA & RICHARD ESCR REF-20995 FORES 5/27/2004 $100.00
TOTALFOR 880 ESCROW DEPOSIT AGENCY $250.00
TOTAL CHECKS $248,7n.32
~'1r:1lii.1.?~~"l.~'.ii'_m~?~i[~i.ii*i~.M.~.~,,1J:f.'~~~~~~.:sr~"f.mi.~Ji.~~~~~t:!<blmt.~~~~....;,iji._Xi':\i.~_v.'ma~~
Thursday, JUlle 10, 2004 Page 70/7
Check Approval Listfor 6/14/04 Council Meeting
Check # Vendor Name Description Check Date Invoice # Amount
37581 AQUA ENGINEERING IN IRRIGATION REPR PART 5/27/2004 994 $62.62
TOTAL FOR AQUA ENGINEERING INC $62.62
37582 AT&T WIRELESS SERVI 5/27/2004 2893733-0 $85.18
37582 AT&T WIRELESS SERVI 5/27/2004 4160966-0 $33.37
37582 AT&T WIRELESS SERVI 5/27/2004 4160966-0 $93.33
37582 AT&T WIRELESS SERVI 5/27/2004 4160966-0 $102.25
TOTAL FOR AT&T WIRELESS SERVICES $314.13
37583 BROWN, LAWRENCE VUL ASSMT TRAINING EX 5/2712004 $29.95
37583 BROWN, LAWRENCE VUL ASSMT TRAINING EX 5/27/2004 $660.66
TOTAL FOR BROWN, LAWRENCE $690.61
37584 BURNET TITLE ASSMT OVERPMT-24845 5/27/2004 $322.99
TOTAL FOR BURNET TITLE $322.99
37585 DALE GREEN CO DIRT 5/27/2004 3723 $234.30
TOTAL FOR DALE GREEN CO $234.30
37586 EXCELSIOR-CITY OF 1ST QTR 2004 SEWER 5/27/2004 $4,286.52
TOTAL FOR EXCELSIOR-CITY OF $4,286.52
37587 FASCHING, PATRICIA SPRING CLEANUP EXPE 5/27/2004 $58.20
TOTAL FOR FASCHING, PATRICIA $58.20
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $44.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $66.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $88.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $110.00
37588 FIRST RESPONSE TRAI ADULT CPR TRAINING 5/27/2004 6955 $44.00
TOTAL FOR FIRST RESPONSE TRAINING INC $352.00
37589 FORTIS BENEFITS INS C JUNE STD PREM 5/27/2004 $6.75
37589 FORTIS BENEFITS INS C JUNE STD PREM 5/27/2004 $11.25
37589 FORTIS BENEFITS INS C JUNE STD PREM 5/27/2004 $85.50
TOTAL FOR FORTIS BENEFITS INS CO $103.50
37590 GOPHER STATE ONE-CA APRIL SVC 5/27/2004 4040721 $125.35
37590 GOPHER STATE ONE-CA APRIL SVC 5/27/2004 4040721 $125.35
TOTAL FOR GOPHER STATE ONE-CAU, IN $250.70
37591 GOV'T FINANCE OFFICE MEMBERSHIP RENEWAL 5/27/2004 0023003 $145.00
TOTAL FOR GOV'T FINANCE OFFICERS ASSN $145.00
37592 GOVERNING SUBSCRIPTION RENEWA 5/27/2004 $19.95
TOTAL FOR GOVERNING $19.95
37593 HAWKINS WATER TREA 5/27/2004 102742 $70.00
TOTAL FOR HAWKINS WATER TREATMENT $70.00
37594 LAROSE, DAVID REPL LOST CK#34753 5/27/2004 $150.00
TOTAL FOR LAROSE, DA VID $150.00
37595 LOCAL LINK USA BUSIN JUNE WEB SVC 5/27/2004 95220466 $109.95
TOTAL FOR LOCAL UNK USA BUSINESS SERVIC $109.95
37596 LORDON INC RED BARRIER SIGNS 5/2712004 214769 $240.50
TOTAL FOR LORDON INC $240.50
37597 MACQUEEN EQUIPMENT SEAL KIT 5/27/2004 2043914 $170.96
TOTAL FOR MACQUEEN EQUIPMENT, INC. $170.96
37598 MEDICA JUNE MED INS PREM 5/27/2004 10415313 $529.81
37598 MEDICA JUNE MED INS PREM 5/27/2004 10415313 $716.80
.
.
i!.oo5~~~~~.o:SK~~~~~~'~~et'~~;oo8
Thursday, Jllne 10,2004 Page 1 of 10
Check # Vendor Name Description Check Date Invoice # Amount
37598 MEDICA JUNE MED INS PREM 5/27/2004 10415313 $9,284.68
TOTAL FOR MEDICA $10,531.29
37599 M ETLI FE JUNE DENTAL PREM 5/27/2004 KM05569 $37.32
37599 METLIFE JUNE DENTAL PREM 5/27/2004 KM05569 $62.20
37599 METLlFE JUNE DENTAL PREM 5/27/2004 KM05569 $530.93
lUlALl'OK M}!;lLll'e $630,45
37600 MIDWEST ASPHALT CO REPR DAMAGE-SMITHTO 5/27/2004 23623-998 $2,890.00
TOTAL FOR MIDWEST ASPHALT CORP. $2,890.00
37601 MJOLSNES, MOLLY D. REPLLOSTPAYROLLCK 5/27/2004 $16.10
37601 MJOLSNES, MOLLY D. REPL LOST PAYROLL CK 5/27/2004 $16.11
TOTAL FOR MJOLSNES, MOLLY D. $32.21
37602 MN CONWAY AND FIRE FIRE EXTING TESTS/REC 5/27/2004 333139 $202.78
37602 MN CONWAY AND FIRE FIRE ExrlNG TESTS/REC 5/27/2004 333139 $202.80
37602 MN CONWAY AND FIRE FIRE EXTING TESTS/REC 5/27/2004 333139 $202.80
TOTAL FOR MN CONWAY AND FIRE SAFETY $608.38
37603 MINN NCPERS GROUP L JUNE ELECT LIFE PREM 5/27/2004 $12.00
TOTAL FOR MINN NCPERS GROUP LIFE INS $12.00
37604 MN SUN PUBLICATIONS SLEEPY HOLLOW WOOD 5/27/2004 692410 $46.48
37604 MN SUN PUBLICATIONS VERIZON CUP 5/27/2004 692411 $46.48
TOTAL FOR MN SUN PUBLICATIONS $92.96
37605 O'ROURKE WELDING CYLINDER RENTAL 5/27/2004 $10.00
TOTAL FOR O'ROURKE WEWING $10.00
37606 PFISTER HOTEL - MILW GFOA CONF HOTEL CHG 5/27/2004 $402.00
TOTAL FOR PFISTER HOTEL - MILWAUKEE $402.00
37607 PGIINC ICMA CONF HOTEL FEE 5127/2004 $164.00
TOTAL FOR PGIINC $164.00
37608 PRUDENTIAL INS CO OF JUNE LIFE PREM 5/27/2004 $2.92
37608 PRUDENTIAL INS CO OF JUNE LIFE PREM 5/27/2004 $4.88
37608 PRUDENTIAL INS CO OF JUNE LIFE PREM 5/27/2004 $37.05
37608 PRUDENTIAL INS CO Of: JUNE LIFE PREM 5/27/2004 $83.75
TOTAL FOR PRUDENTIAL INS CO OF AMERICA $128.60
37609 QUALITY WINE & SPIRIT 5/27/2004 406676-00 $1,247.52
37609 QUALITY WINE & SPIRIT 5/27/2004 406677-00 $498.66
37609 QUALITY WINE & SPIRIT 5/27/2004 406927-00 $1,592.37
37609 QUALITY WINE & SPIRIT 5/27/2004 406927-00 $88.74
37609 QUALITY WINE & SPIRIT 5/27/2004 406933-00 $79.66
37609 QUALITY WINE & SPIRIT 5/27/2004 406933-00 $777.71
TOTAL FOR QUALITY WINE & SPIRITS CO $4,284.66
37610 QWEST 5/27/2004 $57.96
TOTAL FOR QWEST $57.96
37611 SUN PATRIOT NEWSPA VERIZON CUP 5/27/2004 133 $33.83
37611 SUN PATRIOT NEWSPA TRADEWINDS CONCEPT 5/27/2004 134 $31.84
TOTAL FOR SUN PATRIOT NEWSPAPERS INC $65.67
37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $19.99
37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $20.00
37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $29.29
37612 SWANDBY, DONALD APR EXP REPT 5/27/2004 $29.29
TOTAL FOR SWANDBY, DONAW $98.57
37613 TED HANNA & RICHARD ESCR REF-20995 FORES 5/27/2004 $100.00
TOTAL FOR TED HANNA & RICHARD ANDERSON $100.00
37614 TWIN CITY WATER CLlNI APR BACTERIA ANAL YSI 5/27/2004 191 $60.00
.
.
~at~~~tk:~li~~it.m:rW5!'Mll~~~:i~;:if;l!ill:.~~~~~"'L"'lli~g..~;~~~",,~':'6'~.r~~~!~'!~~~
Thursday, JUlie 10, 2004 Page 2 of 10
Check# Vendor Name
Description
Check Date Invoice #
Amount
37615
37615
37615
37616
37617
37618
37618
37618
37618
37619
37620
.
37621
37622
37623
37623
37623
37624
37624
37625
37626
.
37627
37627
37627
37627
37628
37628
37629
37630
37631
37631
37631
37632
TOTAL FOR TWIN CITY WATER CLINIC
UNUM LIFE INSURANCE JUNE LTD PREM
UNUM LIFE INSURANCE JUNE LTC PREM
UNUM LIFE INSURANCE JUNE LTC PREM
TOTAL FOR UNUM LIFE INSURANCE CO
WILLIAMS TOWING REPL LOST CK #33495
TOTAL FOR WILLIAMS TOWING
AFSCME COUNCIL 14 JUNE UNION DUES
TOTAL FOR AFSCME COUNCIL 14
ARCTIC GLACIER INC
ARCTIC GLACIER INC
ARCTIC GLACIER INC
ARCTIC GLACIER INC
TOTAL FOR ARCTIC GLACIER INC
BARNES DISTRIBUTION SHOP SUPPLIES
TOTAL FOR BARNES DISTRIBUTION
5/27/2004 0296873-0
5/27/2004 0296873-0
5/27/2004 0296873-0
5/27/2004 56943A
6/3/2004
6/3/2004 37741450
6/3/2004 37741450
6/3/2004 39741400
6/3/2004 46341410
6/3/2004 36407850
$60.00
$280.56
$25.16
$17.83
$323.55
$40.00
$40.00
$198.10
$198.10
$34.11
$41.54
($48.23)
$40.68
$68.10
$179.43
$179.43
$579.52
$579.52
$52.15
$52.15
$10.00
$10.00
$235.55
$355.24
$455.40
$1,046.19
$338.90
$71.85
$410.75
$1,219.68
$1,219.68
$142.50
$142.50
$17.10
$17.10
$38.70
$38.70
$111.60
$137.40
$231.84
$369.24
$193.35
$193.35
$334.40
$334.40
$220.52
$9.71
$118.52
$348.75
$24.94
~~:!iliDia1;li~~~~~~IlWP~'T>.~~~1n~~~~Jt~~
Thursday, JUlie 10, 2004 Page 3 of 10
BIFFS, INC.
6/3/2004 W220768-
TOTAL FOR BIFFS, INC.
BURTON, BONNIE MGFOA LUNCH/EXP
TOTAL FOR BURTON, BONNIE
DEPT OF LABOR & INDU SE WELL FEE 6/3/2004 B42351 RO
TOTAL FOR DEPT OF LABOR & INDUSTRY
HERMEL WHOLESALE 6/3/2004 471084
HERMEL WHOLESALE 6/3/2004 471084
HERMEL WHOLESALE 6/3/2004 471089
TOTAL FOR HERMEL WHOLESALE
HOHENSTEINS INC
HOHENSTEINS INC
TOTAL FOR HOHENSTEINS INC
ICMA RETIREMENT TRU PAYROLL DEDUCTS 6/2/0 6/3/2004 302131-06
TOTAL FOR ICMA RETIREMENT TRUST-457
LAKESHORE WEEKLY N 6/3/2004 00104824
TOTAL FOR LAKESHORE WEEKLY NEWS
MARLIN'S TRUCKING
MARLIN'S TRUCKING
MARLIN'S TRUCKING
MARLIN'S TRUCKING
TOTAL FOR MARLIN'S TRUCKING
MIDWEST COCA-COLA B 6/3/2004 83283141
MIDWEST COCA-COLA B 6/3/2004 83283158
TOTAL FOR MIDWEST COCA-COLA BOTTLIN
MN CHILD SUPPORT PM CHILD SUPPORT - C SCH 6/3/2004
TOTAL FOR MN CHIW SUPPORT PMT CTR
MN SUN PUBLICATIONS SEASONAL PARK HELP 6/3/2004 693535
TOTAL FOR MN SUN PUBLICATIONS
MTI DISTRIBUTING COM SHOP SUPPLIES 6/3/2004 404937-00
MTI DISTRIBUTING COM SHOP SUPPLIES 6/3/2004 405224-00
MTI DISTRIBUTING COM SHOP SUPPLIES 6/3/2004 405224-01
TOTAL FOR MTI DISTRIBUTING COMPANY
NGUYEN, MICHELLE MAY MILEAGE 6/3/2004
6/3/2004
6/3/2004 331822
6/3/2004 331823
6/3/2004 14192/224
6/3/2004 14192/224
6/3/2004 14193/225
6/3/2004 14193/225
Check # Vendor Name Description Check Date Invoice # Amount
TOTAL FOR NGUYEN, MICHEUE $24.94
37633 PAWS, CLAWS & HOOV MAYIMPOUNDS~UNEB 6/3/2004 $633.68
TOTAL FOR PAWS, CLA WS & HOOVES PET $633.68
37634 PAZANDAK, JOSEPH MILEAGE 5/17 - 5/28/04 6/3/2004 $123.00
37634 PAZANDAK, JOSEPH SEC 125 REIMBURSEME 613/2004 $705.40
TOTAL FOR PAZANDAK, JOSEPH $828.40
37635 PERA PAYROLL DEDUCTS 6/2/0 6/3/2004 762400-06 $2,367.34
37635 PERA PAYROLL DEDUCTS 6/2/0 6/3/2004 762400-06 $2,566.89
TOTAL FOR PERA $4,934.23
37636 PETTY CASH PETTY CASH REIMBURS 6/3/2004 $3.95
37636 PETTY CASH PETTY CASH REIMBURS 6/3/2004 $13.79
TOTAL FOR PETTY CASH $17.74
37637 PURCHASE POWER METER RESET/FILL 613/2004 $158.05
TOTAL FOR PURCHASE POWER $158.05
37638 QUALITY WINE & SPIRIT 613/2004 409733-00 $423.52
37638 QUALITY WINE & SPIRIT 613/2004 409734-00 $79.15
37638 QUALITY WINE & SPIRIT 613/2004 409857-00 $587.14
37638 QUALITY WINE & SPIRIT 6/3/2004 409857-00 $307.21
37638 QUALITY WINE & SPIRIT 613/2004 409858-00 $644.44
37638 QUALITY WINE & SPIRIT 6/3/2004 409858-00 $352.99
TOTAL FOR QUALITY WINE & SPIRITS CO $2,394.45
37639 QWEST DEX 613/2004 02042206 $79.60
TOTAL FOR QWEST DEX $79.60
37640 SAFETY-KLEEN CORP. HENN CTY HAZARDOUS 6/3/2004 P0010571 $249.18
TOTAL FOR SAFETY-KLEEN CORP. $249.18
37641 STATE OF MN, CPV PRO RENEW MEMBERSHIP-C 6/3/2004 $500.00
TOTAL FOR STATE OF MN, CPV PROGRAM $500.00
37642 TOWLE REAL ESTATE C JUNE RENT 613/2004 $5,409.40
TOTAL FOR TOWLE REAL ESTATE COMPANY $5,409.40
37643 UNITED PARCEL SERVIC RECODIFICATION PKGS 613/2004 0000YF06 $14.05
TOTAL FOR UNITED PARCEL SERVICE $14.05
37644 WASTE MANAGEMENT JUNE SVC 6/3/2004 0813958-1 $234.47
TOTAL FOR WASTE MANAGEMENT $234.47
37645 WATERFORD CENTER JUNE RENT 613/2004 0604F $5,497.67
TOTAL FOR WATERFORD CENTER $5,497.67
37694 AFSCME COUNCIL 14 JUNE UNION DENTAL 6/10/2004 $336.00
TOTAL FOR AFSCME COUNCIL 14 $336.00
37695 ALCOHOL & TOBACCO T 41-6005142 SPEC TAX 20 6/10/2004 $250.00
37695 ALCOHOL & TOBACCO T 41-6005142 SPEC TAX 20 6/10/2004 $250.00
TOTAL FOR ALCOHOL & TOBACCO TTB $500.00
37696 ANDERSON, KRISTI B. 1 ST HALF JUNE SVCS 6/10/2004 $150.00
TOTAL FOR ANDERSON, KRIST] B. $150.00
37697 ARCTIC GLACIER INC 6/10/2004 43841500 $63.42
37697 ARCTIC GLACIER INC 6/10/2004 43841500 $31.08
37697 ARCTIC GLACIER INC 6/10/2004 43841531 $13.14
37697 ARCTIC GLACIER INC 6/10/2004 43841570 $48.51
TOTAL FOR ARCTIC GLACIER INC $156.15
37698 BELLBOY BAR SUPPLY 6/10/2004 38436800 $65.32
37698 BELLBOY BAR SUPPLY 6/10/2004 38436900 $108.34
37698 BELLBOY BAR SUPPLY 6/10/2004 38496700 $86.08
.
.
~~Jl!~~,k~~'l~~~'f;lli"~m?'.:i~~~~~~~~~.;;t,);~~5&.il:"'~,;1'.~;,gi~i~~"-l)~=.~A~~~~r-a.1rt
Thursday, JUlie 10, 2004 Page 4 of 10
Check # Vendor Name Description Check Date Invoice # Amount
TOTAL FOR BELLBOY BAR SUPPLY $259.74
37699 BELLBOY CORPORATIO 6/10/2004 29565600 $716.00
37699 BELLBOY CORPORATIO 6/10/2004 29565700 $2,041.40
37699 BELLBOY CORPORATIO 6/10/2004 29635300 $1,390.05
37699 BELLBOY CORPORATIO 6/10/2004 29635400 $2,171.75
37699 BELLBOY CORPORATIO 6/10/2004 29700500 $84.00
37699 BELLBOY CORPORATIO 6/10/2004 29700500 $2,180.50
37699 BELLBOY CORPORATIO 6/10/2004 29700600 $4,125.60
TOTAL FOR BELLBOY CORPORATION $12,709.30
3noo BERRY COFFEE CO 6/10/2004 421356 $23.00
3nOO BERRY COFFEE CO 6/10/2004 421357 $23.00
TOTAL FOR BERRY COFFEE CO $46.00
3n01 BEST ACCESS SYSTEM KEYWAYS 6/10/2004 MN-33391 $56.80
TOTAL FOR BEST ACCESS SYSTEMS $56.80
3n02 BRYAN ROCK PRODUCT 6/10/2004 053104ST $172.98
TOTAL FOR BRYAN ROCK PRODUCTS, INC. $172.98
3n03 BURTON, BONNIE JUNE EXP/GFOA CONF M 6/10/2004 $160.92
. TOTAL FOR BURTON, BONNIE $160.92
3n04 CARQUEST AUTO PART TAIL LAMPS FOR TRAILE 6/10/2004 LAK-254-3 $31.30
3n04 CARQUEST AUTO PART TAIL LAMPS FOR TRAILE 6/10/2004 LAK-254-3 $28.54
37704 CARQUEST AUTO PART EXHG FILTER STOCK PRI 6/10/2004 LAK-254-3 $41.15
3n04 CARQUESTAUTOPART RETURN TAIL LAMPS 6/10/2004 LAK-254-3 ($31.30)
TOTAL FOR CARQUEST AUTO PARTS $69.69
37705 CARVER CO LICENSE C LICENSE 2004 FORD F25 6/10/2004 $1,395.00
TOTAL FOR CARVER CO LICENSE CTR $1,395.00
3n06 COVERALL OF THE TWI JUNE CLEANING-CITY HA 6/10/2004 86107 $324.83
37706 COVERAll OF THE TWI JUNE CLEANING-PW 6/10/2004 86108 $195.96
TOTAL FOR COVERAU OF THE TWIN CITIES IN $520.79
3n07 CULLIGAN BOTTLED WA 6/10/2004 114X3143 $51.17
TOTAL FOR CULLIGAN BOTTLED WATER $51.17
3n08 DAWSON, CRAIG MAY MILEAGE/EXPENSE 6/10/2004 $39.75
TOTAL FOR DAWSON, CRAIG $39.75
. 3n09 DAY DISTRIBUTING 6/10/2004 265579 $16.90
3n09 DAY DISTRIBUTING 6/10/2004 265579 $356.95
3n09 DAY DISTRIBUTING 6/10/2004 265580 $807.60
3n09 DAY DISTRIBUTING 6/10/2004 266552 $1,686.75
3n09 DAY DISTRIBUTING 6/10/2004 266552 $19.20
3n09 DAY DISTRIBUTING 6/10/2004 266553 $19.20
3n09 DAY DISTRIBUTING 6/10/2004 266553 $1,746.85
3n09 DAY DISTRIBUTING 6/10/2004 267381 $620.00
3n09 DAY DISTRIBUTING 6/10/2004 267382 $847.45
TOTAL FOR DAY DISTRIBUTING $6,120.90
3n10 E-Z RECYCLING INC. JUNE SVC 6/10/2004 6707 $6,472.80
TOTAL FOR E-Z RECYCLING INC. $6,472.80
3n11 EAST SIDE BEVERAGE 6/10/2004 222819 $21.40
37711 EAST SIDE BEVERAGE 6/10/2004 222819 $333.80
3n11 EAST SIDE BEVERAGE 6/10/2004 222894 $2,119.05
3n11 EAST SIDE BEVERAGE 6/10/2004 222936 $32.10
3n11 EAST SIDE BEVERAGE 6/10/2004 222936 $655.15
3n11 EAST SIDE BEVERAGE 6/10/2004 223004 $3,720.15
3n11 EAST SIDE BEVERAGE 6/10/2004 223004 $10.70
:/Z.~~"liiiI~~~~t,\!~.J.i'~i~~r:'r's~~"'a~i~'-;.~''f.~~~~~ii.~
Thursday, JUlie 10, 2004 Page 5 of 10
Check # Vendor Name Description Check Date Invoice # Amount
37711 EAST SIDE BEVERAGE 6/10/2004 223009 $21.40
37711 EAST SIDE BEVERAGE 6/10/2004 223009 $1,193.20
37711 EAST SIDE BEVERAGE 6/10/2004 223101 $32.10
37711 EAST SIDE BEVERAGE 6/10/2004 223101 $1,753.00
TOTAL FOR EAST SIDE BEVERAGE COMPAN $9,892.05
37712 EDINA COURIERS LLC COURIER PKGS 6/10/2004 73674 $36.68
37712 EDINA COURIERS LLC COURIER PKGS 6/10/2004 73674 $62.07
TOTAL FOR EDINA COURIERS UC $98.75
37713 ELKE, CATHERINE MAY/1ST HALF JUNE EXP 6/10/2004 $38.84
TOTAL FOR ELKE, CATHERINE $38.84
37714 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/10/2004 610508 $3.28
37714 EXCELSIOR ACE HARD PLBG PARTS 6/10/2004 611140 $42.05
37714 EXCELSIOR ACE HARD PLBG PARTS 6/10/2004 611152 $11.67
37714 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/1012004 611318 $11.79
37714 EXCELSIOR ACE HARD PLBG FITTINGS 6/10/2004 611358 $6.09
37714 EXCELSIOR ACE HARD SW DEPT SUPPLIES 6/10/2004 612324 $12.76
37714 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/1012004 612358 $2.65
37714 EXCELSIOR ACE HARD MAILBOX 6/10/2004 612362 $11.70
37714 EXCELSIOR ACE HARD WATER DEPT SUPPLIES 6/10/2004 613224 $8.05
37714 EXCELSIOR ACE HARD TRAFFIC CONTROL SIGN 6/10/2004 613255 $47.89
37714 EXCELSIOR ACE HARD BALLAST-CITY HALL 6/10/2004 613977 $30.87
TOTAL FOR EXCELSIOR ACE HARDWARE $188.80
37715 EXTREME BEVERAGE 6/10/2004 206088 $32.00
37715 EXTREME BEVERAGE 6/10/2004 207943 $32.00
TOTAL FOR EXTREME BEVERAGE $64.00
37716 G & K SERVICES 6/10/2004 053104ST $551.82
TOTAL FOR G & K SERVICES $551.82
37717 GATHERINGS AT EXCEL FLOWERS-ARMSTRONG! 6/10/2004 421 $26.62
37717 GATHERINGS AT EXCEL FLOWERS-ARMSTRONG! 6/10/2004 421 $26.63
37717 GATHERINGS AT EXCEL FLOWERS-ARMSTRONG/ 6/10/2004 421 $39.94
TOTAL FOR GATHERINGS AT EXCELSIOR FLORIS $93.19
37718 GRAPE BEGINNINGS, IN 6/10/2004 64092 $218.00
37718 GRAPE BEGINNINGS, IN 6/10/2004 64544 $75.00
TOTAL FOR GRAPE BEGINNINGS, INC $293.00
37719 GREENMANTECHNOLO SPRING CLEANUP-TIRE 6/10/2004 190961 $465.00
TOTAL FOR GREENMAN TECHNOWGIES 1NC $465.00
37720 GRIGGS, COOPER & CO 6/10/2004 892224 $0.85
37720 GRIGGS, COOPER & CO 6/10/2004 892360 $322.75
37720 GRIGGS, COOPER & CO 6/10/2004 892361 $378.59
37720 GRIGGS, COOPER & CO 6/10/2004 892540 $966.84
37720 GRIGGS, COOPER & CO 6/10/2004 892544 $225.68
37720 GRIGGS, COOPER & CO 6/10/2004 895489 $535.44
37720 GRIGGS, COOPER & CO 6/10/2004 895534 $384.45
37720 GRIGGS, COOPER & CO 6/10/2004 895716 $388.92
37720 GRIGGS, COOPER & CO 6/10/2004 895719 $608.19
37720 GRIGGS, COOPER & CO 6/10/2004 899494 $1,571.62
37720 GRIGGS, COOPER & CO 6/10/2004 899495 $752.34
37720 GRIGGS, COOPER & CO 6/10/2004 899496 $721.04
37720 GRIGGS, COOPER & CO 6/10/2004 899496 $25.95
37720 GRIGGS, COOPER & CO 6/10/2004 899497 $307.00
TOTAL FOR GRIGGS, COOPER & COMPANY $7,189.66
37721 GROUT, TWILA RINK SUPERVISOR MILE 6/10/2004 $70.88
.
.
1'&i'w.~.Mi~~~~G-wrm;-~~~...JJH1:.-a;;..~~~"2.~~"'#.~O~~=~~'~'!!Jt;ir,:iiWi!tt~.~~t.~~~~
Thursday, June 10,2004 Page 6 of 10
Check# Vendor Name
Description
Check Date Invoice #
37722
Amount
37723
.
37724
37724
37724
37724
37724
37724
37724
37724
37724
37724
37724
37724
37724
37724
37724
37724
37725
37725
37726
37726
37727
37728
37729
.
37730
37731
37731
37731
37731
37731
37731
37731
37731
37731
37731
37732
37732
37732
37732
TOTAL FOR GROUT, TWILA
HOPKINS PARTS COMP TRAILER TAPE
TOTAL FOR HOPKINS PARTS COMPANY
INST FOR ENVIRONMEN CITY HALL FUNGAL EVAL 6/10/2004 79694
TOTAL FOR INST FOR ENVIRONMENTAL ASSMT I
JOHNSON BROS L1QUO 6/10/2004 1725638
JOHNSON BROS L1QUO 6/10/2004 1725638
JOHNSON BROS LIQUO 6/10/2004 1725640
JOHNSON BROS L1QUO 6/10/2004 1725640
JOHNSON BROS L1QUO 6/10/2004 1728264
JOHNSON BROS L1QUO 6/10/2004 1728899
JOHNSON BROS L1QUO 6/10/2004 1728899
JOHNSON BROS L1QUO 6/10/2004 1728899
JOHNSON BROS L1QUO 6/10/2004 1728900
JOHNSON BROS L1QUO 6/10/2004 1728900
JOHNSON BROS L1QUO 6/10/2004 1728901
JOHNSON BROS L1QUO 6/10/2004 1728901
JOHNSON BROS L1QUO 6/10/2004 1728901
JOHNSON BROS LIQUO 6/10/2004 1732720
JOHNSON BROS L1QUO 6/10/2004 1732722
JOHNSON BROS L1QUO 6/10/2004 1732722
TOTAL FOR JOHNSON BROS UQUOR CO.
MAY CONTRACT SVCS 6/10/2004
MAY CONTRACT SVCS 6/10/2004
TOTAL FOR KEEFE, SALLY
LAKESHORE WEEKLY N
LAKESHORE WEEKLY N
TOTAL FOR LAKESHORE WEEKLY NEWS
LEAGUE OF MN CITIES I G.L.INS-NEW TRUCK 6/1012004 16319
TOTAL FOR LEAGUE OF MN CITIES INS T
LEONARD, STREET & DI GENERAL MATTERS-APR 6/10/2004 277241
TOTAL FOR LEONARD, STREET & DIENARD
6/10/2004 214835
6/10/2004 18427
KEEFE, SALLY
KEEFE,SALLY
6/10/2004 104877
6/10/2004 104877
LORDON INC
TOTAL FOR LORDON INC
LUGOWSKI, JOSEPH SEC 125 REIMBURSEME
TOTAL FOR LUGOWSKI, JOSEPH
6/10/2004
$70.88
$172.85
$172.85
$1,613.09
$1,613.09
$197.10
$1,004.46
$213.66
$1,640.54
$255.80
$1,424.76
$601.43
$22.05
$58.50
$15.99
$22.05
$1,596.15
$1,720.38
$582.95
$827.30
$1,002.14
$11,185.26
$175.00
$300.00
$475.00
$256.50
$256.50
$513.00
$571.00
$571.00
$1,750.00
$1,750.00
$108.06
$108.06
$541.76
$541.76
$1,107.70
$1,107.25
$536.67
$67.00
$1,880.20
$60.00
$2,008.95
$48.00
$1,174.20
$22.00
$8,011.97
$54.00
$54.00
$79.65
$79.65
$267.30
(.~~Jlig:!~>>~~~~~~~'W&l~..~gmt:i.'l,i~.;~~":):~~~~
Thursday, June 10, 2004 Page 7 of 10
MARK VII
MARK VII
MARK VII
MARK VII
MARK VII
MARK VII
MARK VII
MARK VII
MARK VII
MARK VII
6/1012004 668735
6/1012004 668744
6/10/2004 671353
6/10/2004 671354
6/10/2004 671363
6/10/2004 671364
6/10/2004 673799
6/10/2004 673800
6/10/2004 673814
6/10/2004 673815
TOTAL FOR MARK VII
MARLIN'S TRUCKING
MARLIN'S TRUCKING
MARLIN'S TRUCKING
MARLIN'S TRUCKING
TOTAL FOR MARUN'S TRUCKING
6/10/2004 14249/142
6/10/2004 14249/142
6/10/2004 14250/142
6/10/2004 14250/142
Check # Vendor Name
Description
37733
3n33
3n33
37733
3n33
37733
3n33
37734
3n35
37735
37735
3n35
3n35
3n35
3n35
3n35
3n35
37736
37736
3n37
3n38
3n39
3n40
37741
3n41
3n42
3n43
37744
3n44
37744
3n45
3n45
3n46
37746
3n46
37746
3n46
37746
MCLEOD USA
MCLEOD USA
MCLEOD USA
MCLEOD USA
MCLEOD USA
MCLEOD USA
MCLEOD USA
Check Date Invoice #
6/10/2004 5084873
6/10/2004 5084873
6/10/2004 5084873
6/10/2004 5084873
6/10/2004 5084873
6/10/2004 5084873
6/10/2004 5084873
TOTAL FOR MCLEOD USA
MIDWEST MAILING SYS JUNE NEWSLETTER 6/10/2004 58116
TOTAL FOR MIDWEST MAIUNG SYSTEMS INC
6/10/2004
6/10/2004
6/10/2004
6/10/2004
6/10/2004
6/10/2004
6/10/2004
6/10/2004
6/10/2004
MINNEGASCO
MINNEGASCO
MINNEGASCO
MINNEGASCO
MINNEGASCO
MINNEGASCO
MINNEGASCO
MINNEGASCO
MINNEGASCO
TOTAL FOR MINNEGASCO
MINNETONKA-CITY OF 5350 VINE HILL-2ND QTR 6/10/2004
MINNETONKA-CITY OF 5366 VINE HILL-2ND QTR 6/10/2004
TOTAL FOR MINNETONKA-CITY OF
MN CITY/CTY MGMT ASS MEMBERSHIP RENEWAL 6/10/2004
TOTAL FOR MN CITY/CTY MGMT ASSN
MN SUN PUBLICATIONS 2003 WATER REPORT 6/10/2004 696532
TOTAL FOR MN SUN PUBUCATIONS
MUZAK - NORTH CENTR JUNE SVC 6/10/2004 99974
TOTAL FOR MUZAK - NORTH CENTRAL
NATIONAL WATERWOR REPL VALVE-SE WELL 6/10/2004 1303249
TOTAL FOR NATIONAL WATERWORKS INC
NEXTEL COMMUNICATI 6/10/2004 58828331
NEXTEL COMMUNICATI 6/10/2004 58828331
TOTAL FOR NEXTEL COMMUNICATIONS
NIELSEN, BRADLEY SEC 125 REIMBURSEME 6/10/2004
TOTAL FOR NIELSEN, BRADLEY
OFFICE DEPOT
6/10/2004 24676607
TOTAL FOR OFFICE DEPOT
PAUL STOCKSITROY ZIE REFUND U/B OVERPMT 6/10/2004
PAUL STOCKSITROY ZIE REFUND U1B OVERPMT 6/10/2004
PAUL STOCKSITROY ZIE REFUND U/B OVERPMT 6/10/2004
TOTAL FOR PAUL STOCKSffROY ZIESMER
PAUSTIS WINE COM PAN 6/10/2004 8036732
PAUSTIS WINE COMPAN 6/10/2004 8037972
TOTAL FOR PAUSTIS WINE COMPANY
PHILLIPS WINE & SPIRIT
PHILLIPS WINE & SPIRIT
PHILLIPS WINE & SPIRIT
PHILLIPS WINE & SPIRIT
PHILLIPS WINE & SPIRIT
PHILLIPS WINE & SPIRIT
6/10/2004 2072973
6/10/2004 2072973
6/10/2004 2072975
6/10/2004 2072975
6/10/2004 2075443
6/10/2004 2075443
Amount
$37.95
$406.65
$146.46
$129.87
$113.85
$n.40
$78.36
$990.54
$336.99
$336.99
$84.23
$75.80
$97.21
$117.09
$20.54
$9.59
$9.59
$105.58
$43.78
$563.41
$104.25
$53.66
$157.91
$80.00
$80.00
$457.60
$457.60
$52.19
$52.19
$224.82
$224.82
$78.36
$78.36
$156.72
$81.85
$81.85
$59.05
$59.05
$1.94
$2.88
$38.56
$43.38
$280.00
$1,018.00
$1,298.00
$169.60
$133.00
$544.70
$399.20
$35.25
$858.15
.
.
~:Wt:'.~m4.~~.\1'&z@'JiiW~i~:t!.~,1!>S'llit'l'llj.;~.rn;:IWjf~~~~~jUoti'~~'~~'"'li:W!f.u'{~-.ii:ffi&~m~B'n,'\(A~
Thursday, JUlle 10, 2004 Page 8 of 10
Check# Vendor Name Description Check Date Invoice # Amount
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075443 $1,197.35
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075444 $35.25
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075444 $753.70
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2075444 $900.71
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2078225 $90.75
37746 PHilLIPS '^lINE & SPI81T 6/10/2004 2078225 $2.148.65
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2078227 $58.20
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2078227 $121.00
37746 PHILLIPS WINE & SPIRIT 6/10/2004 2078227 $2,726.45
TOTAL FOR PHIllIPS WINE & SPIRITS $10,171.96
37747 POTTS, KENNETH N. MAY PROSECUTIONS 6/10/2004 $1,708.33
TOTAL FOR POTTS, KENNETH N. $1,708.33
37748 QUALITY WINE & SPIRIT 6/10/2004 412844-00 $380.Q1
37748 QUALITY WINE & SPIRIT 6/1012004 412844-00 $1,440.60
37748 QUALITY WINE & SPIRIT 6/10/2004 412845-00 $51.43
TOTAL FOR QUAUTY WINE & SPIRITS CO $1,872.04
37749 QWEST 6/10/2004 $50.87
37749 QWEST 6/10/2004 $50.87
. 37749 QWEST 6/1012004 $89.28
TOTAL FOR QWEST $191.02
37750 SAFEASSURE CONSULT SAFETY TRAINING 6/10/2004 1-2004 $2,470.00
TOTAL FOR SAFE ASSURE CONSULTANTS $2,470.00
37751 SAM'S CLUB 6/10/2004 060204 $20.43
37751 SAM'S CLUB 6/10/2004 060204 $180.00
37751 SAM'S CLUB 6/10/2004 060204 $20.43
37751 SAM'S CLUB 6/10/2004 060204 $61.11
37751 SAM'S CLUB 6/10/2004 060204 $29.43
TOTAL FOR SAM'S CLUB $311.40
37752 SBC PAGING 6/10/2004 52006806 $25.75
TOTAL FOR SBC PAGING $25.75
37753 SPEEDWAY SUPERAME 6/10/2004 $1,319.31
TOTAL FOR SPEEDWAY SUPERAMERICA $1,319.31
37754 STAR TRIBUNE MAY ADS 6/10/2004 $213.30
. 37754 STAR TRIBUNE MAY ADS 6/1012004 $213.30
TOTAL FOR STAR TRIBUNE $426.60
37755 TECHIES JUNE SVC 6/10/2004 $500.00
TOTAL FOR TECHIES $500.00
37756 THORPE DISTRIBUTING 6/10/2004 333582c ($66.20)
37756 THORPE DISTRIBUTING 6/10/2004 334347 $99.50
37756 THORPE DISTRIBUTING 6/10/2004 335046 $49.80
37756 THORPE DISTRIBUTING 6/10/2004 335046 $2,307.00
37756 THORPE DISTRIBUTING 6/10/2004 335047 $716.60
37756 THORPE DISTRIBUTING 6/10/2004 335047 $22.90
37756 THORPE DISTRIBUTING 6/1012004 335712 $26.90
37756 THORPE DISTRIBUTING 6/10/2004 335712 $2,782.65
37756 THORPE DISTRIBUTING 6/1012004 335714 $13.45
37756 THORPE DISTRIBUTING 6/10/2004 335714 $2,209.65
37756 THORPE DISTRIBUTING 6/1012004 336417 $3,304.85
37756 THORPE DISTRIBUTING 6/1012004 336420 $10.05
37756 THORPE DISTRIBUTING 6/10/2004 336420 $3,854.75
TOTAL FOR THORPE DISTRIBUTING COMPA $15,331.90
37757 TOLL GAS & WELDING WELDING CYLINDERS 6/10/2004 305437 $471.15
~~~~~~r"'~--e<l;~'l:r!'I'\~W3i!'~~~(~"~",,'.'!l'ib'...4.f~~'iii.!.W,,~~.~.:.ill.f';i5j\:lii!f~~.MZ::!!i:9.t~.;..~~mB.~JR"~ro,~
Thursday, JlIlle 10, 2004 Page 9 of 10
Check # Vendor Name Description Check Date Invoice # Amount
TOTAL FOR TOLL GAS & WEWING $471.15
37758 TOTAL REGISTER SYST SVC CONTRACT RENEW 6/10/2004 16788 $1,300.00
TOTAL FOR TOTAL REGISTER SYSTEMS $1,300.00
37759 TWIN CITY WATER CLlNI MAY BACTERIA ANAL YSI 6/10/2004 289 $60.00
TOTAL FOR TWIN CITY WATER CUNIC $60.00
37760 VERIZON WIRELESS 6/10/2004 35397345 $127.98
TOTAL FOR VERIZON WIRELESS $127.98
37761 W.W. GRAINGER,INC SHOP SUPPLIES 6/10/2004 495-78802 $81.01
TOTAL FOR W. W. GRAINGER, INC $81.01
37762 WASTE MANAGEMENT JUNE SVC 6/10/2004 0813957-1 $117.92
TOTAL FOR WASTE MANAGEMENT $117.92
37763 WINE MERCHANTS 6/10/2004 97340 $545.70
37763 WINE MERCHANTS 6/10/2004 97341 $636.65
37763 WINE MERCHANTS 6/10/2004 97823 $214.75
37763 WINE MERCHANTS 6/10/2004 97824 $181.50
TOTAL FOR WINE MERCHANTS $1,578.60
37764 DAKOTA WORLDWIDE C DOWN PMT-L1Q STORE M 6/15/2004 6959 $1,166.67
37764 DAKOTA WORLDWIDE C DOWN PMT-L1Q STORE M 6/15/2004 6959 $1,166.67 .
37764 DAKOTA WORLDWIDE C DOWN PMT -L1Q STORE M 6/15/2004 6959 $1,166.66
TOTAL FOR DAKOTA WORWWIDE CORP $3,500.00
37765 LEONARD, STREET & DI LAND USE-T-MOBILE 6/15/2004 277242 $1,197.00
37765 LEONARD, STREET & DI LAND USE-CUB 6/15/2004 277242A $171.00
37765 LEONARD, STREET & DI CODE ENFORCEMENT-B 6/15/2004 277243 $680.00
TOTAL FOR LEONARD, STREET & DIENARD $2,048.00
37766 SO LK MTKA POLICE DE JUNE OPERATING BUDG 6/15/2004 6 $55,246.00
TOTAL FOR SO LK MTKA POUCE DEPT $55,246.00
37767 WSB AND ASSOCIATES SMITHTOWN RD OVERLA 6/15/2004 01074-583 $2,365.00
37767 WSB AND ASSOCIATES BIRCH BLUFF RD L.S. 6/15/2004 01074-702 $58.00
37767 WSB AND ASSOCIATES BADGER WELLHOUSE 6/15/2004 01074-870 $445.50
37767 WSB AND ASSOCIATES TIMBER LN WATERMAIN 6/15/2004 01074-880 $5,068.75
37767 WSB AND ASSOCIATES PARK ENHANCEMENT DE 6/15/2004 01074.890 $171.50
37767 WSB AND ASSOCIATES CSAH19STREETSCAPE 6/15/2004 01388-020 $9,145.02
37767 WSB AND ASSOCIATES LK LINDEN PED TR DESI 6/15/2004 01489-013 $435.00
TOTAL FOR WSB AND ASSOCIATES $17,688.77 .
TOTAL CHECKS $248,777.32
~~i~~~~~~,~I3'I'~...&~~~.~.\tiHi'W.l~~~..~~fJ'~,K~~~~f!~~"'Z"".ii\G.~1W~~.ftf<W
Thursday, June 10,2004 Page 10 of 10
i
PAYROLL APPROVALS
For 6/14/04 Council Meeting
.
Prepared by: -Ja1ih~ ci?k
Catherine BIke, Sr. Accountant
Reviewed by: ~~
Bonnie Burton, Finance Director
Date: (p--/O-t) f
Date: 6/0/01
, ,
Approved by: Date:1J6./0,()i-
Cr' awson, City Administrator
.
it
Payroll Register ..
Check # Last Name First Name MI Check Amt Check Date
2805 BAILEY BOYD C 1,388.92 6/212004
2806 BURTON BONNIE M 1,785.91 6/212004
2807 DAVIS CHARLES S 1,018.80 6/212004
2808 EISCHENS JAMES E 907.70 6/212004
2809 Eurn CATHERINE M 967.31 6/212004
2810 FASCHING PATRICIA L 873.18 6/212004
2811 FIELD DALE F 726.28 61212004
2812 FREIENMUT KERI J 118.66 6/212004
2813 GROUT TWlLA R 922.32 6/2/2004
2814 HELLING PAMELA J 618.87 6/212004
2815 HIRSCH DANA M 199.88 6/212004
2816 JOHNSON DENNIS D 1,084.46 6/212004
2817 LUGOWSKI JOSEPH P 1,164.07 6/2/2004
2818 MASON BRADLEY J 974.41 6/212004 .
2819 MOORE JULIE K 504.92 6/212004
2820 NGUYEN MICHELLE T 769.49 6/212004
2821 NIELSEN BRADLEY J 1,127.27 6/212004
2822 PANCHYSHY JEAN M 1.469.49 6/212004
2823 PAZANDAK JOSEPH E 1,505.21 6/2/2004
2824 RANDALL DANIEL J 1,428.66 6/2/2004
2825 SCHMID CHRISTOPHER E 719.82 6/2/2004
2826 STARK BRUCE H 1,206.63 6/2/2004
2827 SW ANDBY DONALD R 1,376.86 6/212004
2828 TOWER TERRY R 937.20 6/212004
218208 ARMSTRON MICHAEL R 62.83 6/212004
218209 BROWN LAWRENCE A 2,063.45 6/2/2004
218210 DAWSON CRAIG W 1,855.38 6/212004 .
218211 DUFFY DAVID C 116.48 6/212004
218212 DUNDURS KATHLEEN C 211.50 6/212004
218213 HELGESEN PATRICIA R 1,104.40 6/212004
218214 LOCKWOOD DAVID C 87.42 6/212004
218215 OLIVEIRA CHRISTOPHER L 109.12 6/212004
218216 PARENT MICHELLE L 472.08 6/212004
218217 THURSTON DOROTHY M 145.06 6/2/2004
Total of Checks $30,024.04
Thursday, June 10, 2004
Page 1 oft
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD. SHOREWOOD, MINNESOTA 55331-8927. (952) 474-3236
FAX (952) 474-0128. www.cLshorewood.mn.us. cityhall@cLshorewood.mn.us
MEMORANDUM
TO:
FROM:
.
DATE:
RE: Appointment of Temporary Positions - Seasonal Help Public Works
Annually, the City hires on temporary seasonal help to manage mowing, weed whipping.and routine
maintenance in within the City. This year is no exception.
Staff has interviewed candidates and is recommendiI).g that Mr. Josh Davitch and Mr. Adam Kirscht
be appointed to the position as Temporary Seasonal Workers for the Department of Public Works.
A resolution is attached for your consideration.
.
/J.B
n
\..1 PRINTED ON RECYCLED PAPER
CITY OF SHOREWOOD
RESOLUTION NO. 04-_
A RESOLUTION APPROVING THE TEMPORARY APPOINTMENT OF
SEASONAL WORKER
WHEREAS, the Director of Public Works has conducted interviews for the
position of two Temporary Seasonal Workers for the Department of Public Works; and
WHEREAS, Josh Davitch and Adam Kirscht are the recommended candidates
for said positions.
NOW, THEREFORE BE IT RESOLVED the City Co~ncil of Shorewood does .
hereby appoint Josh Davitch and Adam Kirscht to the position of Temporary Seasonal
Worker for the Department of Public Works.
ADOPTED by the City Council of the City of Shorewood this 14th day of June,
2004.
WOODY LOVE, MAYOR
ATTEST:
.
CRAIG DAWSON, CITY ADMINISTRATOR
..
.
CITY OF
SH'OREWOOD
5755 COUNTRY CLUB ROAD. SHOREWOOD, MINNESOTA 55331-8927. (952) 474-3236
FAX (952) 474-0128. www.cLshorewood.mn.us. cityhall@cLshorewood.mn.us
MEMORANDUM
.
Date:
June 10, 2004
To:
cc:
Honorable Mayor and City Council Members 0 .o,~
Bonnie Burton, Finance Directorrrreasurer~ -
Craig W. Dawson, City Administrator ~ .
Hennepin County Assessor ServiGes Contract 2005-2008
From:
Re:
.
The current four-year contract with Hennepin County to provide assessing services
expires July 31, 2004. Hennepin County is interested in renewing the contract for
another 4-year term (2005, 2006,2007, and 2008). The annual cost of the proposed
contract will generally remain constant, however the percentage of properties inspected
each year will decrease somewhat. For example, the proposed cost of services for the
year 2005 will decrease from $77,700 to inspect and revalue 25 % of the property in 2004,
to $75,000 to inspect 20% of the property in 2005.
Recommendation:
There are few entities that provide assessing services to cities. Shorewood has generally
had a good working relationship with Hennepin County. Therefore, staff recommends
that the Mayor and the City Administrator be authorized to enter into the Agreement for
Assessment Services with Hennepin County for the period 2005 through 2008.
ft
..~ PRINTED ON RECYCLED PAPER
-#3e-
.'
..
Expectations of Assessors in HenneDin County
May 28, 2004
Maintain the appropriate State Board of Assessors Designation and Licensor
levels for assessment jurisdiction.
Meet all assessment deadlines and follow all guidelines and procedures as set
per County Assessor.
Attend and participate at all Monthly HAM Meetings.
Attend and participate at the Assessment Information and Communlcation
Meetings.
.
Attend and participate at all "Residp.nt.ial Assessment MeetinQs".
Attend and participate at all "Commercial and Industrial Meetings/I.
Attend and participate at all "Apartment Meetings//.
Attend and participate with other meetings, training sessions, and
information sessions. when offered by the Hennepin County Assess:or's Office.
Physically inspect and revalue ~L20% of all real property and personal
property, as required by law, and ymely submit appr~isal cards for dcsLd
processing each assessment year. .
Physically inspect and value all new constructionr addItions, and renovations
each assessment yp.ar and submit with initial assessment posting.
Post values electronically to the assessment roll and transmit file in
prescribed format to Hennepin County.
.
Coordim:lte the submission of annual a~sessment with Hennepin County
Assessment Manager and Hennepin County Staff, including the timely
submission of assessment checklists.
Adjust the estimated market values on those properties not physically
inspected per sales analysis to meet minImum ass~l:il:irnent levels each
assessment year.
Maintain and update the property .characteristics of all property.types,
indudlng exempt property f In your jurisdictions data base and Hennepin
Countles Mainframe database. The expectation is that all cities with
populations under 30,000 use the Hennepin County CAA to value all
residential properties each assessment year. VCllue i:l1I exempt propcrtie~ on
6-year cycle.
Maintain database of current and historic values and classifications.
..
.
Exoectatlons of AsseS50rs in Hennepin !=ountv
Administer thA homestead c1essification database including the maintenance of the
Social Security Number file.
ReView your resldenLicsl Cel'tifiC:i:ltes of Reul Estate Value monthly ;:Inri r:ornmunicate
your concerns to IT Operations with the Assessors Office.
Submit to the Commercial ApprClisal Supervisor the upcoming apartmenl,
commercial, Industricll, and corresponding vacant land assessment in spreadsheet
fun"llellt for review and approval prior to submitting the entire assessment.
(See attached Exhibit A for specific: details)
.
Investigate and verify all Certltlcates ot Real EsLdl:e Vi:ltue (CR.V) for the sales of
Apartment, Commercial, Industrial, and corresponding Land properties i:lS per
Minnesota Department nf Revenue Guidelines and report such findings to your
designated contact person In the Commerc::ial Appraisal Section of the County
Assessors Office.
Verify ownership of qualifying property and track all Contiguous Indicators.
Maintain a contiguous ownership list noting primary ownership parcels and the
secondary parcels, which would have the \\Yesn indicator through sales ownership
verification.
Maintain your subscription in the Assessor Commercial Exchange (ACE) and complete
all data exchanges in the ACE format in a timely matter.
COrrlplete di~i5ions and combinations in a timely manner throughout the assessment
year.
.
Coordinate the printing and mailIng 01' valuation notices rJnd homc:otead cards with
Hennepin County.
Conduct valuation reviews prior to Local Board of Appeal and Equalization.
Approximate dates: March through May.
Attend and' participate in your Local Board of Appeal and Equalization. Per Board
rtl!l'luests perform all necessary review appraisals. Approximate dates: April! - May
31.
Be availrJble to respond to property owners, OAneral public, government officials,
county assessor staff, and others regarding assessment or appraisal Issues and
inauires during regular business hours.
Administer the abatement process pursuant to Minnesota Statue 375.192 (1998).
Administer Limited Value Statue. (M. S. 273.11 Subd. lA)
Administer This Old House Statue. (M. S. 273.11 Subd. 16)
Administor Plat l.-aw Statue. (M. s. 273.11 Subd. 14)
Forward all Minimum Assessment Agreements (MAA) to the County Assessor for
review and validation in a timely manner.
2
EXDectations of Assessors in HenneDin County
Exhibit A
!Jpecific: requirements for all Apartment, r.nmmercial, Industrial, and Corresponding
Vacant !..and Property
. Submit your propertieS In spreadsh~l;l\. rOIl.....lat by city (Exccl i~ preferred) with the
minimum datCI elements as listed below.
. Onp. s;preadsheet should contain the data elements for the property types; A, AX,
HF, HL, HR., and LA.
. A minimum of one spreadsheet should contain the data elements listed below for
the pru(Jl;llty type5; C, CT, I, LC, U, MH, NH, NP, SR, i1nd U. ThA~P. spreadsheets
should include all taxable real property and personal property account parcels.
Parcels that have billboards, cell towers, hangers, raIlroad leases, etc. should be
included in these spreadsheets.
. The cIty assessor wIll value the clubhouses on golf courses.
. The city aooessor will value property ty('tP. MH - Manufactured Home Parks. The
countY for cities under 30,000 will value the actual manufClctured home values
via a personal propertY account.
Minimum data elements for Apartment, Commercial, Industrial, and corresponding
VDcant Land Prop.arty
1. Property 10 number
2. project Name
3. Land Area
4. r.nn!;tructian Year
5. Use Code
6. Gross Building Area (GBA)
7. NeL ~t:;IlItable A..e~ (NRA)
8. Number of UnIts (APartments)
9. Number of Units (Nursing Homes, Hotel/Motels, Marinas, etc)
10. 2003 Total Value
11. 2004 Property Type
12. 2004 land Valu$
13. 2004 Building Value
14. 2004 Total Value
15. 2004 LClnd value per sq. Ft.
1G. 2004 Building Value per GBA or NRA
17. 2004Tntal value per GBA or NRA
18. Percent Change 2004 over 2003 value
19. 2004 Improvement amounts
20. Any sales inrvrmation in pest year$ (Sale Date and Sales Price)
21. Comments
. Other Inf~rmatlon
1. 2003 Tot~1 Value of Property Type
2. 2.004 Total Value of Property Type with new improvements
3. 2004 Total Value of Property Types with 'out new improvements
. Any other comments to assist the reviewer understand and explain what was
done Lu set the (2004) current year assessment.
..
~
.
.
3
'.
.
.
Contract No. A031910
AGREEMENT
THIS AGREEMENT, Made and entered into by and between the COUNTY OF
HENNEPIN, a political subdivision of the State of Minnesota, hereinafter referred to as
the "COUNTY", and the CITY OF SHOREWOOD, a political subdivision of the State of
Minnesota, hereinafter referred to as "CITY";
WHEREAS, said CITY lies wholly within the COUNTY OF HENNEPIN and
constitutes a separate assessment district; and
WHEREAS, under such circumstances, the provisions of Minnesota Statutes,
Section 273.072 and Minnesota Statutes, Section 471.59 permit the County Assessor
to provide for the assessment of property; and
WHEREAS, said CITY desires the COUNTY to perform certain assessments
on behalf of said CITY; and
WHEREAS, the COUNTY is willing to cooperate with said CITY by completing
the assessment in a proper manner;
NOW, THEREFORE, in consideration of the mutual covenants contained
herein, it is agreed as follows:
1. The COUNTY shall perform the 2005, 2006, 2007, and 2008 property
assessment for the CITY OF SHOREWOOD in accordance with property assessment
procedures and practices established and observed by the COUNTY, the validity and
reasonableness of which are hereby acknowledged and approved by the CITY. Any
such practices and procedures may be changed from time to time, by the COUNTY in
its sole judgment, when good and efficient assessment procedures so require. The
, ,
property assessment by the COUNTY shall be composed of those assessment services
which are set forth in Exhibit A, attached hereto and made a part hereof by this
reference, provided that the time frames set forth therein shall be considered to be
approximate only.
2. All information, records, data, reports, etc. necessary to allow the
COUNTY to carry out its herein responsibilities shall be furnished to the COUNTY
without charge by the CITY, and the CITY agrees to cooperate in good faith with the
COUNTY in carrying out the work under this Agreement.
3. The CITY agrees to furnish, without charge, office space needed by the
COUNTY at appropriate places in the CITY's offices. The keys thereto shall be
provided to the COUNTY. The CITY assures that such areas shall not be unattended,
during or after work of any kind by or on behalf of the CITY, in any area occupied by
the COUNTY as provided herein, or if unattended, the CITY shall make certain that
such areas are locked and secured. Such office space shall be sufficient in size to
accommodate reasonably two (2) appraisers and any furniture placed therein. The
office space shall be available for the COUNTY's use at any and all times during the
CITY's business hours, and during all such hours the COUNTY shall be provided with
levels of heat, air conditioning and ventilation as are appropriate for the seasons.
4. The CITY also agrees to provide appropriate desk and office furniture as
necessary, clerical and secretarial support necessary and reasonable for the carrying
out of the work herein, necessary office supplies and equipment, copying machines and
fax machines and their respective supplies, and telephone service to the COUNTY, all
without charge to the COUNTY.
(2)
..
.
.
.
" . I
.
.
5. It shall be the responsibility of the CITY to have available at the CITY's
offices each CITY working day a person who has the knowledge and skill to be able to
answer routine questions pertaining to homesteads and property assessment matters
and to receive, evaluate and organize homestead applications. It shall also be the
responsibility of the CITY to promptly refer any homestead application which needs
investigation to the COUNTY.
6. In accordance with Hennepin County Affirmative Action Policy and the
County Commissioners' policies against discrimination, no person shall be excluded
from full employment rights or participation in or the benefits of any program, service or
activity on the grounds of race, color, creed, religion, age, sex, disability, marital status,
sexual orientation, public assistance status, ex-offender status or national origin; and
no person who is protected by applicable Federal or State laws, rules and regulations
against discrimination shall be otherwise subjected to discrimination.
7. It is agreed that nothing herein contained is intended or should be
construed in any manner as creating or establishing the relationship of joint venturers
or co-partners between the parties hereto or as constituting the CITY as the agent,
representative or employee of the COUNTY for any purpose or in any manner
whatsoever. Any and all personnel of CITY or other persons, while engaged in the
performance of any activity under this Agreement, shall have no contractual
relationship with the COUNTY and shall not be considered employees of the COUNTY
and any and all claims that mayor might arise under the Workers' Compensation Act of
the State of Minnesota on behalf of said personnel or other persons while so engaged,
and any and all claims whatsoever on behalf of any such person or personnel arising
(3)
I I . ~
out of employment or alleged employment including, without limitation, claims of
discrimination against the CITY, its officers, agents, CITY or employees shall in no way
be the responsibility of the COUNTY, and CITY shall defend, indemnify and hold the
COUNTY, its officials, officers, agents, employees and duly authorized volunteers
harmless from any and all such claims regardless of any determination of any pertinent
tribunal, agency, board, commission or court. Such personnel or other persons shall
not require nor be entitled to any compensation, rights or benefits of any kind
whatsoever from the COUNTY, including, without limitation, tenure rights, medical and
hospital care, sick and vacation leave, Workers' Compensation, Re-employment
Compensation, disability, severance pay and retirement benefits.
8. CITY agrees that it will defend, indemnify and hold the COUNTY, its
elected officials, officers, agents, employees and duly authorized volunteers harmless
from any and all liability (statutory or otherwise) claims, suits, damages, judgments,
interest, costs or expenses (including reasonable attorney's fees, witness fees and
disbursements incurred in the defense thereof) resulting form or caused by any act or
omission of the CITY, its officers, agents, contractors, employees or duly authorized
volunteers in the performance of the responsibilities provided by this Agreement.
9. The COUNTY shall endeavor to perform all services called for herein in
an efficient manner. The sole and exclusive remedy for any breach of this Agreement
by the COUNTY and for COUNTY's liability of any kind whatsoever, including but not
limited to liability arising out of, resulting from or in any manner related to contract, tort,
warranty, statute or otherwise, shall be limited to correcting diligently any deficiency in
said services as is reasonably possible under the pertinent circumstances.
(4)
.
.
. .
.
.
10. Neither party hereto shall be deemed to be in default of any provision of
this Agreement, or for delay or failure in performance, resulting from causes beyond the
reasonable control of such party, which causes shall include, but are not limited to, acts
of God, labor disputes, acts of civil or military authority, fire, civil disturbance, changes
in laws, ordinances or regulations which materially affect the provisions hereof, or any
other causes beyond the parties' reasonable control.
11. This Agreement shall commence on August 1, 2004, and shall terminate
on July 31, 2008. Either party may initiate an extension of this Agreement for a term of
four (4) years by giving the other written notice of its intent to so extend no less
. than 150 days prior to the termination of this Agreement. If the party who receives said
notice of intent to extend gives written notice to the other party of its desire not to
extend within 110 days prior to termination of this Agreement, this Agreement shall
terminate on July 31,2008.
Nothing herein shall preclude the parties, prior to the end of this Agreement, from
agreeing to extend this contract for a term of four (4) years. Any extended term hereof shall
be on the same terms and conditions set forth herein and shall commence on August 1, 2008.
Either party may terminate this Agreement for '1ust cause" as determined by the
Commissioner of Revenue after hearing for such a determination is held by the Commissioner
of Revenue and which has been attended by representatives of COUNTY and CITY or which
said representatives had a reasonable opportunity to attend, provided that after such
determination, any party desiring to cancel this Agreement may do so by giving the other party
no less than 120 days' written notice. If the CITY should cancel this Agreement, as above
provided, before the completion of the then current property assessment by the COUNTY, the
(5)
CITY agrees to defend and hold the COUNTY, its officials, officers, agents, employees and
duly authorized volunteers harmless from any liability that might ensue as a result of the non-
completion of a property tax assessment.
For the purpose of this Agreement, the term "just cause" shall mean the failure of
any party hereto reasonably to perform a material responsibility arising hereunder.
12.A. In consideration of said assessment services, the CITY agrees to pay the
COUNTY the sum of Seventy-five Thousand Dollars ($75,000) for.each assessment,
provided that any payment for the current year's assessment may be increased or
decreased by that amount which exceeds or is less than the COUNlYs estimated cast .
of appraising new construction and new parcels for the current year's assessment. The.
amount of any increase or decrease shall be specified in the billing for the current
year's assessment.
12.8. Regarding each assessment, in addition to being subject to adjustment
in the above manner, said assessment cost of $75,000.00 may also be increased by
the COUNTY if:
(1) The COUNTY determines that any cast to the COUNTY in carrying .
out any aspect of this Agreement has increased, including but not
limited to the following types of costs: new construction and new
parcel appraisals, gasoline, postage, supplies, labor (including
fringe benefits) and other types of costs, whether similar or
dissimilar; and/or
2) The COUNTY reasonably determines that other costs should be
included in the costs of assessment work.
If the COUNTY desires to increase the assessment cost pursuant to this
paragraph 12(8), it shall give written notice thereof by June 15 of any year and such
increase shall apply to the assessment for the calendar year next following the current
(6)
.
.
calendar year. Any such notification shall specifically set forth the amount of any new
construction and new parcel appraisal charges.. Notwithstanding any provisions herein to
the contrary, if any such increase, exclusive of any charge for the estimated costs of new
construction and new parcel appraisals, exceeds ten (10%) percent of the amount charged
for the assessment for the then current calendar year, exclusive of any charge for the
estimated costs of new construction and new parcel appraisals, the CITY may cancel this
Agreement by giving to the COUNTY written notice thereof, provided that said cancellation
notice must be received by the COUNTY not later than July 24 of the then current calendar
year and said cancellation shall be effective no earlier than five (5) days after the receipt of
said notice by the COUNTY and not later than July 31 of said current calendar year.
Supportive records of the cost increase will be open to inspection by the CITY at such times
as are mutually agreed upon by the COUNTY and CITY.
Failure of the COUNTY to give the CITY a price-change notice by June 15
shall not preclude the COUNTY from giving CITY such notice after said date but prior
to September 1 of any year, provided that if such price increase exceeds said ten
(10%) - all as above set forth - the CITY may cancel this Agreement if the COUNTY
receives notice thereof not later than thirty-nine (39) days from the date of receipt by
the CITY of any said late price-change notice, provided further that any such
cancellation shall be effective not earlier than five (5) days after COUNTY's receipt of
said cancellation notice and not later than forty-six (46) days after the CITY's receipt of
any said price-increase notice.
Payment for each assessment shall be made in the following manner:
Approximately one-half (1/2) of the cost of an assessment (the am.ount payable being
(7)
set forth in a bill sent by the COUNTY to the CITY) shall be paid by the CITY no later
than the fifteenth (15th) day of the December which precedes the pertinent assessment
year; and the remaining portion of said cost (the amount payable being set forth in a bill
sent by the COUNTY to the CITY) shall be paid by the CITY no later than July 15 of the
pertinent year.
The COUNTY may bill the CITY after the aforesaid dates and in each such case,
the CITY shall pay such bill within fifteen (15) days after receipt thereof. In the event
the CITY receives a bill less than fifteen (15) days before said December 15 or said
July 15, such bill shall be paid not more than fifteen (15) days after its receipt.
13. Any notice or demand, which mayor must be given or made by a party
.
hereto, under the terms of this Agreement or any statute or ordinance, shall be in
writing and shall be sent registered or certified mail to the other party addressed as
follows:
TO CITY:
Mayor, City of Shorewood
5755 Country Club Road
Shorewood, MN 55331
TO COUNTY:
Hennepin County Administrator
2300A Government Center
Minneapolis, MN 55487
.
copies to:
County Assessor
Hennepin County
2103A Government Center
Minneapolis, MN 55487
Assistant County Assessor
Hennepin County
2103A Government Center
Minneapolis, MN 55487
Any party may designate a different addressee or address at any time by giving
(8)
.
.
. ,
written notice thereof as above provided. Any notice, if mailed, properly addressed,
postage prepaid, registered or certified mail, shall be deemed dispatched on the
registered date or that stamped on the certified mail receipt and shall be deemed
received within the second business day thereafter or when it is actually received,
whichever is sooner. Any notice delivered by hand shall be deemed received upon
actual delivery.
14. It is expressly understood that the obligations of the CITY under
Paragraphs 7, 8, 11, and 12 hereof and the obligations of the CITY which, by their
sense and context, are intended to survive the performance thereof by the CITY, shall
so survive the completion of performance, termination or cancellation of this
Agreement.
[Remainder of page intentionally left blank.]
(9)
"..
IN WITNESS WHEREOF, the parties have caused this Agreement to be
executed by its duly authorized officers and delivered on its behalf, this
,2004.
day of
COUNTY OF HENNEPIN
STATE OF MINNESOTA
Approved as to form:
By:
Chair of the County Board
And:
Assistant/Deputy/County Administrator
Assistant County Attorney
Date:
.<
Approved as to execution:
ATTEST:
Deputy/Clerk of the County Board
Assistant County Attorney
Date:
CITY OF SHOREWOOD
By:
Its
And:
Its
.
City organized under:
Statutory
Option A
Option B
Charter
(10)
Contract No. A031910
EXHIBIT A
CITY OF SHOREWOOD
During the contract term, the County shall:
1. Physically inspect and revalue 20% of the real property, as required by
law.
2. Physically inspect and value all new construction, additions and
renovation.
.
Conduct valuation reviews prior to Board of Review - approximate dates:
March through May 15.
4. Attend Board of Review. Per Board request, make all necessary review
appraisals. Approximate dates: April 1 - May 31 .
3.
5. Keep updated field card file - current values, homestead and classification
data.
.
6. Print, mail and post valuation notices and homestead cards.
7. Respond to taxpayers regarding assessment or appraisal problems or
inquiries periodically.
8. Make divisions and combinations periodically.
9. Administer the abatement process pursuant to Minn. Stat. 9 375.192 (2000).
10. Make appraisals, defend and/or negotiate all Tax Court cases.
11. Post values from appraisal cards to assessment rolls.
12. Adjust estimated market values on those properties not physically
inspected as needed as per sales analysis.
(11 )
.
.
CITY OF SHOREWOOD
RESOLUTION NO.
A RESOLUTION APPROVING THE FINAL PLAT OF
LINDEN HILLS SECOND ADDITION
WHEREAS, the final plat of Linden Hills Second Addition has been submitted in the
manner required for the platting of land under the Shorewood City Code and under Chapter 462
of Minnesota Statutes, and all proceedings have been duly had thereunder; and
WHEREAS, said plat is consistent with the Shorewood Comprehensive Plan and the
regulations and requirements of the laws of the State of Minnesota and the City Code of the City
of Shorewood.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Shorewood as
follows:
1. That the plat of Linden Hills Second Addition, a copy of which is attached hereto
as Exhibit A and made a part hereof, is hereby approved.
2. That the Mayor and City Clerk are hereby authorized to execute the Certificate of
Approval for the plat on behalf of the City Council.
BE IT FURTHER RESOLVED that the execution of the Certificate upon said plat by
the Mayor and City Clerk shall be conclusive, showing a proper compliance therewith by the
subdivider and City officials and shall entitle such plat to be placed on record forthwith without
further formality, all in compliance with Minnesota Statutes and the Shorewood City Code.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHOREWOOD this 14th day of
June, 2004.
ATTEST:
WOODY LOVE, MAYOR
CRAIG W. DAWSON, CITY ADMINISTRATOR/CLERK
1I3D
ll'J U~l~
111LL~
~~L;Ul'
--
--
-
-
--
-
--
-
-
-
---.
-
--
~
-
-
...' ,,\\ .
~ t,("\\\..'
,
"'~ \C
"..""\', ;\ ~\...o
("':,t.'-'" \.....,
r::-\ \ v....-
,/ - \.. \..-
\ \..- -
fIO
\'
\
\
\
\.
--'\
...--- \
......-..-..... \
---- \
~~~.... \
--- \
---- \
---- \
-- \
r \
\ \
\ 1.... \
\ ,,,,) \
\ \ ~
\ LOT 1 II
\ - \
\ -- \
\ - \
\ --- \
\ -- \
\ -- \
\ -- \
\ -- ".... \
"\ 1') \
\ 1"- \. \
~l_------~------------------------~
r-
,
)?'
--
/....
p'
.
II
r-
~?
J,-
c.?
p'
-.,
J,-
AT
.VI
^
r\
120. 5
. .Ii.a7~..E------------ -.., 1-
\-------~~- . i~
\ n.'-J _ - \
11\ \ ~~~. ...S.- _--- \
~... \ ~V,...... I
dooJo \.J --
u). \ r: - - I
:f&. i\ -~J I
. . \ _- I
l!\ \ & +- - fr..../ I
I \ ...~ LOT 2 \
. \ ~ .l'"., I u
I \ ii...i~ ;,""~~~. .~
tI~I.'7';' "I ~ c
I \ ~ ;,'" "
. \ S 89"10'20" E ;' "
\ ... ~ tq r1~-""
/ \ '<::'....~ ~,o..1
'/ \ (V . +~~/............_---~=~GEi:l~~1~r'C----__
L_________________~ ~
. / CJ IDS.3lI I
'<::' .ll. 207.96
..... N 89'05'51" E
\
.\
\
\
c
(
(
-......
.......
..........
E AS OF' JUNE 28, 2Qe;S, ----\
'EET (H,G.V,D. 1929) \
.
LAKE
INDEN
....
,
IENTS SHOWN THUS:
... .
v
...
.
.
MEMORANDUM
.
TO:
FROM:
DATE:
RE:
FILE NO,
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD · SHOREWOOD, MINNESOTA 55331-8927 · (952) 474-3236
FAX (952) 474-0128 · www.cLshorewood.mn.us · cityhall@cLshorewood.mn,us
Mayor and City Council
Brad Nielsen
10 June 2004
Sign Permit - MidCountry Bank (Shorewood Village Shopping Center)
405 (Sigri Permits)
Bayside Bank and Mortgage, which is located within the Cub Foods Store in the
Shorewood Village Shopping Center located at23800 Highway 7, is changing its name to
MldCountry Bank, They are requesting a sign permit to replace their existing sign
located on the front wall of the Cub Foods Store, The sign consists of individual,
internally lit letters as shown on Exhibit A, attached. The proposed sign is consistent
with the overall signage plan approved for the Shopping Center and in fact represents a
reduction in signage by approximately 10 square feet. It is recommended that the permit
be granted,
.
If you have any questions relative to this matter, please do not hesitate to contact my
office,
cc: Craig Dawson
Laura Alexander
ft
..~ PRINTED ON RECYCLE.D PAPER
#3.B.
.,..
:~
PHOTO REPRESENTATION
NOT TO~CALE
REV 1: 05.12.04 CH
REV 2:
REV 3:
REV 4:
REVS:
MIDCOUNTRY
BANK
SHOREWOOD
SIGN TYPE:
ILLUM. PIC
LETTERS
APPROVAL:
REF: MIDCOUNTRY BANK
DWG: 04-207
PAGE: 5.1
Exhibit A
.t
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD · SHOREWOOD, MINNESOTA 55331-8927 · (952) 474-3236
FAX (952) 474-0128' www.cLshorewood.mn.us' cityhall@cLshorewood.mn.us
MEMORANDUM
TO: Mayor and City Council
Craig Dawson, City Administrator
.
DATE:
May 19,2004
~
FROM:
Larry Brown, Director of Public Works
RE: Approval of Plans, Specifications and Engineers Estimate for the Shady Island Lift
Station 18 and Birch Bluff Road Lift Station 8.
Attached are plans and the engineer's estimated costs for reconstruciton of the Shady Island Lift
Station number 18, and the Birch Bluff Road Lift Station number 8. A site location map has also been
included with the report as an attachment.
.
Lift Station 18 on Shady Island is a project that was let last year. Due to the structural failure of the
"Red Bridge," in the City of Minnetrista, the contract was never completed. The contractor was not
able to get the necessary equipment over the bridge to complete the project. Therefore, the contract
was voided. This project re-bids the reconstruciton of this project, in conjunction with the lift station
on Birch Bluff Road.
Estimated costs for the construction are shown in attachment 2, and are summarized in Table 1 below.
Pro' ect
Birch Bluff Road Lift Station
Shad Island Lift Station
Total
Opinion of
Construction Costs
$ 105,270
$ 62,700
$ 167 970
Table 1
These projects are to be bid and awarded as one contract, to take advantage of the economies of scale.
These projects are to be funded from the Sanitary Sewer Fund. Balances within this fund are adequate
to handle such and expenditure.
If approved, the bid opening will be conducted on July 21,2004 at 10:00 a.m. at City Hall.
ft
~., PRINTED ON RECYCLED PAPER
1F
City of Shorewood
Birch Bluff Lift Station (L.S. #8)
Engineer's Opinion of Cost
9-Jun-04
Item
No. Description
1 MOBILIZATION
2 REMOVE EXISTING L.S. EQUIP.
3 WET WELL
4 VALVE MANHOLE
5 SITE WORK
6 CONTROL PANEL
7 ELECTRICAL
Subtotal
+10% Construction Contingency
Total Estimated Construction Cost
.
City of Shorewood
Shady Island Station (L.S. #8)
Engineer's Opinion of Cost
9-Jun-04
.
Item
No. Description
1 MOBILIZATION
2 REMOVE EXISTING L.S. EQUIP.
3 INSTALL SUBMERSIBLE PUMP AND EQUIP.
4 RECONSTRUCT WET WELL
5 INSTALL NEWVALVING
6 RECONSTRUCT VALVE MANHOLE
7 SITE WORK
8 ELECTRICAL
Subtotal
+10% Construction Contingency
Total Estimated Construction Cost
TOTAL COMBINED ESTIMATED COST
Unit
LS
LS
LS
LS
LS
LS
LS
Unit
LS
LS
LS
LS
LS
LS
LS
LS
Qty.
1
1
1
1
1
1
1
Qty.
1
1
1
1
1
1
1
1
Est. Unit
Cost
$2,500.00
$5,000.00
$25,000.00
$18,700.00
$15,300.00
$18,000.00
$14,000.00
Est Unit
Cost
$5,000.00
$5,000.00
$3,500.00
$3,500.00
$3,500.00
$22,500.00
$14,000.00
Est. Cost
$2,500.00
$5,000.00
$25,000.00
$18,700.00
$12,500.00
$18,000.00
$14,000.00
$95,700.00
$9,570.00
$105,270.00
Est. Cost
$5,000.00
$5,000.00
$3,500.00
$3,500.00
$3,500.00
$22,500.00
$14,000.00
$57,000.00
$5,700.00
$62,700.00
$167,970.00
ATTACHMENT 1
ENGINEER'S ESTIMATE
, I
;
I
""-.,,!'
'\_.....,..
. p......-
\.~.
\~.,~.=..
-fF,
,
f
t
LIFT ST A. 8
. '"-,.11" ""'/
~":~:I/. '. , ~" ./~
.....
/
N
i
I
--r"--'--'
"'1"
i
t\
i'
I
i
j
;
i
8 r-
!
0'
S
w
5
~
~D
i
,
;
\ 1
... . ......L._.._
"'-:;">~"""
. :./""W::)'
J i jl
I I
',1 -,\.
.- . .- --; ! i ,,,t)' .
.. - ~~~:.:.LJ\ P" ~
- I /' / ~
~;.A . i ..
l"<' ..' "r/<'" / , / <t<t..
- '~&- ...-~~"
-/ ", ~<<,$J'
r. c9
- ;p
...........--.[
ct: i
o i
.--..........--...-..--.,
-----!
........._.. _. ....m_y__.m_.'---._.---r--:7~.~.,..,..-:r.-:--_':"(
i
..y).--............,
Z i
<( ,
!
PT...
.
.
I SITE MAP LS 8
,
"
,
"
.....................--...'
.
.
.
.
.
I
I
I
I
I PHELPS SA Y
.
.
.
.
.
.
.
.
.
.
!
I /
.
. "
'~~~',
1. 9-lADY 19..AND PT
2. 9-lADY 19..AND 1R
LIFT STA. 18
3. 9-lADY 19..AND CIR
4. MAPLE LA
SHADY ISLAND
LAKE MINNETONKA
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
... I
.....
......
......
......
.....
SPRAY ISLAND
t
N
LAKE MINNETONKA
UPPER LAKE MINNETOI
. '; \
" \ \ \ \ '. \ ",
" '. \ ~p 111 i \ '
\ \,~~..;:~:::r-::.5l!jr ~
#I' <: \r\' \ 1. j'r'r':,:-
I It I tlJi' l
'.'..9JJ HG Tf
... ;, i ....." .
i ....CiR v '''/\.-'
J "\ ......-('... '-'.:: r:
-;\\ I "/1'1
" " \ I '''/'\L
~ .. '~'~/c/ i
! 1 .,
1 i /~> .~
~ ',.I .. ":
......_.,...j: ,!LL~":':i'" . i
.
""--""~~~~-;~~-~jl L ,I I
--," -- -..... - r""--~" / / /1
,./ ,,\ /" ~! i T.i
, .... \..( /'1~l:/ / /1,.._--....-
" H' ~ ~. /~ I ;' , / J J
~_.--- ~. '),1:/: lh,
""'. \ . I \"/ / / ;' '~I
'. '-~.-..t / I I .l; l--r---,
, , -::~"l""tJl./.L \
.. ...... i
"'" "::....j
r',..
.
SITE MAP LS 18
PROJECT LOCATION
.
CITY:
COU N TY:
ST ATE:
SHOREWOOD
HENNEPIN, RAMSEY
MINNESOTA
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (651)454-0002 IS
REQUIRED A MINIMUM OF 48 HOURS PRIOR TO
PERFORMING ANY EXCAVATION,
CONTRACTOR TO VERIFY LOCATION OF ALL SITE UTlUTlES
LIFT STATION #18 REHABILITATION
FOR THE CITY OF
SHOREWOOD, MN
Lake Minnetonka
Upper Lake
PROJECT
LOCATION
PROJECT NUMBER
SHEET INDEX
1. TITLE SHEET, LOCATION MAP, TOC
2. EXISTING/REMOVALS/PROPOSED
SITE PLAN
3. LIFT STATION SECTION
4. LIFT STATION PLAN
5. LIFT STATION DETAILS
CITY OF
SHOREWOOD
I
TITLE SHEET SHEET
I
!i
Is
>< ~
i ~ !!,j. !i
I B Is
~ i
liE fi
S ;~ I I
i
~II
Ill!
~I~~
il,,15ti
"1!j!l",
~!lI~:
Ii;a
Ih~
_ul
~
[(l
i !!
, ~
..
~
>< g
~
ClO
....
-
Z
o
~ ~
en ~
t: 0
::i W
c i=
Z D::
:5 0
~ LL.
>-
c
<C
:r:
en
z
:E
~
c
o
o
:=
w
0::
o
J:
en
"'2~
!~;1;
",_It)
x'5Z
]!Ul:;
5 iii
i =a
:; c.
c III
o c
.. c
a :E
o
It)
;
U
'Y":'
n
......
~
~Ii
~!
Of 5 SHEETS
'.
"~
\
\
\
"
.....93,......
....."'.
\
\
,
\
\
\
\
\
\
\
\
\
"
\
,
,
\
\
\
\
\
\
\
.........\..
\
\
"
\
,
,
,
".
'"
\.
\
i
I
I
f
"
I
~-
o FT 10 20
PROJECT NUMBER
I
!i
Iii
li~ !!~ ii
II IS
~ i
Ii'! E fi
S i I I
!II ..
hll ~
I !!
;!I; .. ~
z
BENCHMARK ELEVATION i!lli: ~ g
FOIM #4374 li~~
STA 13+87. 40' LT I i!
"
_in! a
KEYNOTES
0)
@
@
o
@
@
(j)
@
@
@
@
@
@
40' X 65' PERMANENT EASEMENT
NEW LANNON STONE RETAINING WAll. TOP Of
WAll ELEVATION.. 935.00. SEE DETAllI/SD/5
INSTAll NEW CONTROl PANEl
SilT FENCE (AS DIRECTED BY ENGINEER)
FILL AREA. THEN PlACE 4- TOPSOIL AND SOD
EXISTING 15' RIGHT Of WAY
10' TEMPORARY EASEMENT
BLEND NEW WALL INTO EXISTING
ROCK WALL ELEVATION 936.00
PROTECT ALL TREES (INCIDENTAL)
REMOVE EXISTING ROCK WALL AS NECESSARY
TRANSPLANT AND SALVAGE EXISTING SHRUBS FOR SCREENING
RAISE EXISTING WET WELL TOP FROM EXISllNG GRADE
931.50 TO NEW GRADE 936.50
EXISTING VALVE MANHOLE (BURIED). RAISE ACCESS
TO NEW GRADE 936.50. SALVAGE AND REINSTALL
COVER SLAB AND COVER
BITUMINOUS DRIVEWAY AREA-6- CLASS V. 2 1/2-
BITUMINOUS. APPROXIMATElY 60 SY BLEND INTO EXISTING
BITUMINOUS ROADWAY
EXISTING 4- FORCEMAIN (LOCATION UNKNO'M'l)
, '
\ \ "
\ : ,I
\ It
\ \ i i
\ \ j:
'Iii /"
- \';J;,,,
_......-....~---- -'---~""" \ !.\~~ // - ~~-;"~...-""\
...;.. ..., .,.,.............} \-\ i.,' ,;;.;-~
\ {"'- -"'....... '" I I V-- \\"" " \ ~~- -.- ..;:.:'
",0-- " , f \' ....~:--\- /"
/,' ~\-_.t.--...._~.,., ~ ~:~?~.. I_..~--~-~-- \~..,<\\ (,/
__~ ...__ .- I 'f) \ --. .........r.. '.. I \ ,
-. .' , 0 ~f"i""" ..-'""'''' , 7' \ I \ '
.... \ ._(..::......) .... ; t \ \ I ~ ......~
-'- t ......... 'f -....----. .......,.....,......, .1 . ..i,,~'~",,:> .... \
~ .. -.----.. \. \ ..---..... '. ~. > I" ..'-r'".I.' \",' i
.... . .......... ....~.~.__. ....._ \... ~::::" _...0"" ~) -'. .................. __-.- ....-- ,t i ~...., \. .1
~. ". ------- ---"--r-"'- '3-- .::x.J..:;t:.."'---" " ..-..- 1\ \ ..,j. ,
l ~ -~~," '...~.~.:':"~:::~~'~-+'-------"""" '., '. .....",,------..---.-....\.. (/ ~ "," \ '\
....._ ...'i---~._ ....-.....\ ---.......- ! '.'" ~~ '\
.. --". I ....... "-'- 9 ,--- IfYr- I ". \ I
...\__...._.__.... -......'.........).' --_...... -......... \. 3'V\"",\,,,, \~! '....
"...... "... .... '''9~ \..", 2 I
I ......~......~.... ~""~-'_ ""--.9 \\...,~...\.. \ -"- Ii I
I .... lJ'>. \ 1'., \ \/
1\ ......... ....'t?... ...... \ \ "'~ \ \. 0 "" ",' \ \/
.... , '5< . , \' , \ .' '" -.... . I \,
\ '\ ( '-";<,\ ( , \"~'_' i \' '\ 4 / '. -. ..' ~::_;;:;::::::/ / \\. \ \~ 1\
\ "c...t", ,......r-' \ \ \... ('- ..r.. .. /...,....~ / \\ / \.\.
\. 1\ EXISTING 'I ."\ r..... '; ::-'~\ \. /.?!.~.-< ;'~,.~/~~. .._.>7-"~* I.j4\ \'. ---' . ._--\------..-- \ ", \.,
\ HOUSE \ \ '-\ \.\.{">r- '-./".,....". / ..' \\....~'--\ \ \,
\ \' '\ ?------':" .... .' ;/. .'- ......--,-," \ \ \ ( \. '\
, \ I '. ( \0 \ '\ \ '-.~ /"'::' '.:':':'.,/ "~\ . - --,'- i \ \ \'1.10' \
, I \ \ \ I Q '".'. .~- ." \ r.;;:.. . .. ",
; J' Y I' \ I . .:..' '. -f :--::-:".,' \ \ ~ i \ /'\ ','
'. " l, 1\ \~' 5" .I fi/ --/' ___ ,''',' \ i : \ /"--:\." \'-"',
'. I \ -,) \ : -< y-- -'~ . ::- ___...r. ~ ~ / \ \ i -....-"' -~.... \ \ \.
, , ....f'" \ ,...- \ t ,,' ",..- /" ' \:. 16 \ ,," '/. \ \ '
~....____.\L___-.::::::::::::::=-__.._ \ / \ t...-..~~...~~..~.~.' / ..::......-....... .~..~\"'::':;"'....' _.~.:~..~.. .' ,\,...-._.:C....~.......".;;~...\\ ~.) ~ "\
"--\J-.r- ~ ......~~ ) I ..,..,,: k .'- '. 1 ~ "~,,':I"-- .' ~. .... "" ' ... . ;..., .......-..-:-<.-'.. " ...'9
/~~\1 // // .r:.a'~- . ~~) r:~"~1 __"j~,,~ " ;,-.:' t~:' ~N\)"'l l ;~>::<. ';: L~""""'- ....:~..~..."., ~.:':.:.>, ..~.:~ \ --...:-! _-.. '::'-:-;'~;;'~~:~' \, ~JB \
','" L~:::;:;::.'",; - "'''''L-l d..' DN \~\,.r' i I... ..' \ ..... '.J ~.." .~. ........... .......____.__u...__:.--.;.. , \ ..
--------..----J:.:::f-: :... /'::~ -,'- '~-~ S . / (.-r:.)' .. ",~.~ r~~ .-;;:/---' ,..-,,- >~..._. _..--...~._~.::.=.-_-:::::.:-:.:::::.n-..' \ \ -YJ;> \.
/J-~~?~-'-' 'i 1\,,",:\ \ ",j:./. i ~~. .1:'., /'~{ \ .\ '. " \ ..
.. ," ,--..... ~r<.,... r "\'~-,~\'-\., /?- . \ ~q,~~. ../\l(Xf:~~~;.~ ).u....~:::::~/ \ ~'" \ \ .9J'~' \,
",,\ v~ .fj\' ,....,.,.. ~ . .J.'~ :r.' --:.v -.-.....-''i){ '\. \ ,-0" \ ...
.--__ "':0. 7"'':;''-- . r:_.__ -- ,x , '\~-"-)/ - ... ), \ 'oJ' '
---------', ..~~__ ".=-'"~;; ""'~L,~_ . O\,]C, "0 \~... ot\ ,,---fJ./.-"f'J(; \ ""'~.....) \\ ,~>. \, \.
"-_ ........ //::,.., . ,I . ~ " ',....><r.:, -"/: I ., ..r7 \ '.
.......~.;.~ ~ /....~.'.:1. \'1.... /" 'e. ./' / / -':-4 / J4...J J \, '. \
..,..._..... \. .""., ! f ....~.: i, .'..............'._, / ../ )"y ! \' \ \
--~"-H-1 ....... \ ......... I' . ',,: '- 'I \ " 1" /,. - I I \"\ \ \
\ '. \ '\ L- /~ ...1 I \ \ \.
\ ...... 6 \ " \ ( __ ......-" t ~ \ "\
'~.' ." \ \ \ Hr--- / \
., \ \ \ iiI J
" \ \ \ \1: j
, , \ \ ll! ;
\ \ \\ H.t /
\ \. \ \~\ !
\ \\\
@
@
@
@
TOP WALL ELEV=935.00
PAVEMENT DRIVEWAY SECTION. SEE DETAil H/SD/6
EXISTING/REMOVALS/PROPOSED
SITE PLAN
ClO
....
-
Z
o
i= LL.
~ 0
en ~
t: 0
::i W
c i=
Z D::
:5 0
~ LL.
>-
c
<C
:r:
en
z
:E
c
o
o
:=
w
0::
o
J:
en
i;'~~
-ls~
:f'5z
mUl:;
'C ui
~ =a
.. a.
:i !
~ .5
6 :;
o
~
...
~~
U
......
~
~Ii
~!
SHEET 2 Of 5 SHEETS
....,.. ~
~~ -.,
j.
~L. 933.20
GRADE
5
6 ,_._._J:.:I
~ ~;;~07 r~
I
!
;
!
!
;
i
9
!
;
i
i
I
I
i
h,,_
~JlW~~);;',~.. "_M_.M_ .
b.__.....1...___...!__..._..!!._.._._.!..__....!..~_....!...........f_."._...."..........!!..........;!.....
;
if" .................If,. ........,.........."'...........,............-.... .
l.....
EX ELEV ~
922.00
l
SECTION VIEW
~-
o
4'
I
6'
TOP OF SLAB ~
EL 932.20
COMPACT BACKFILL TO
98% STANDARD PROCTOR DRY DENSITY
IN MAX 8" LIFTS (TYP)
~ 4" FORCEMAIN ""
EL 926.70
KEYNOTES
o
@
@
@
@
@
(J)
@
SALVAGE EXISTING COVER SLAB.
ADJUST WET WELL HEIGHT AND
RESET AT PROPOSED ELEVATION
#6 BARS AT 8" EACH WAY TOP AND BOTTOM
REINFORCEMENT, GRADE 60.
2 ROWS KENT SEAL NO. 2 (TYP)
COVER ANCHORAG~ 4 @ 90~
SEE DETAIL A/SD/P-01.
WATERTIGHT GASKET AROUND
ELECTRICAL CONDUITS.
SEE DETAIL B/SD/P-01.
TIE ALL JOINTS. GASKET ALL JOINTS
MEETING ASTM C-443. PROVIDE
INFRASHIELD ON ALL JOINTS.
9" PVC
SS GUIDE RAILS. TO BE FURNISHED BY
THE CONTRACTOR. SS SUPPORT BRACKETS
TO BE PROVIDED BY CITY
FL YGHT SUBMERSIBLE PUMP TO BE
SUPPLIED BY CITY
NOT USED
NOT USED
NOT USED
@
@)
@
@
@
NOT USED
LIFT STATION
DESCRIPTION ELEVA TION
HIGH WATER ALARM 927.00
PUMP 1 ON (ALTERNATE) 925.00
PUMP 2 ON 926.00
PUMPS OFF 923.50
LOW WATER ALARM 922.50
@ 118" DIA. X 12" PRECAST CONCRETE SLAB
W/HANDLlNG HOOKS (f'c = 5,000
PSI CONCRETE)
@) MnDOT 3Y46 CONCRETE FILL PROVIDE GROUT
CIRCLE IN ACCORDANCE WITH PUMP
MANUFACTURER RECOMMENDATIONS
@ FLOAT SWITCHES TO BE PROVIDED BY CITY.
SEE ELECTRICAL
@ 4" DIP FLANGED 90' BEND
@ PROVIDE STAINLESS STEEL
SUPPORT~ FOR EACH DISCHARGE PIPE
WITH 1/2 (M]N) ~Te-INLESS STEEL ADHESIVE
ANCHO~S. W/4 1/2 MIN EMBEDMENT
@ 4" X 3" FLANGED DIP REDUCER
@ SEAL WITH INFASHIELD OR APPROVED
EQUAL RUBBER SEAL WRAP
@ SAFETY GRATE
@ 36" X 48" CLEAR OPENING ALUMINUM HATCH SUITABLE
FOR SPECIFIED WHEEL LOADING WITH
S.S. UPPER GUIDE BRACKET, S.S. CHAIN... S.S. HOOK
CABLE HOLDER S.S. SAFETY CHAIN, ANu
POSITIVE LOCK' AT 90 DEGREE OPENING. SEE PLAN
VIEW AT GRADE FOR COVER HINGE ORIENTATION.
HATCH TO BE MOLDED INTO CONCRETE COVER
PROJECT NUMBER
NOTES:
1. SOME DETAILS ROTATED IN ELEVATION
VIEW FOR CLARITY
2. RESTRAIN ALL PIPE JOINTS.
3. BURIED DIP SHALL BE CEMENT LINED - CLASS 52
UNLESS NOTED OTHERWISE
4. NOTIFY AlE PRIOR TO STRUCTURAL BACKFILL
FOR INSPt:CTION OF SUBBASE (PROVIDE THREE
WORK DAYS NOTICE.)
5. FURNISH AND INSTALL EXTERNAL JOINT SEAL
INFRASHIELD, OR EQUAL, ON ALL MANHOLE SECllON
JOINTS
6. PLUG All LIFTING HOlES IN WALL SECTIONS
~.(.~?1"1. ~~E~~KO~Rfx~h~Nft. 5g~f sWlr.
7. PAINT ALL DIP PIPING INSIDE THE WET WELL
WITH 2 COATS OF BITUMASTlC PAINT.
8. PIPE SUPPORTS SHALL BE LOCATED IN THE FIELD.
All LINES SHALL BE ADEQUATELY ANCHORED AND
SUPPORTED TO PREVENT EXCESS MOVEMENT DURING
OPERATION AND TESTING.
9. DO NOT USE PLAIN END FITTINGS.
10. INFORMATION FROM EXISTING DRAWINGS WAS
USED IN THE PREPARATION Of THIS DRAWING.
CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS PRIOR TO CONSTRUCTION.
@
4" EPOXY COATED STEEL VENT WITH
S.S. BIRD SCREEN AND 1" WATERSTOP
COLLAR CAST INTO SLAB. SEE PLAN VIEW
AT GRADE FOR ORIENTATION. SEE DETAIL D/SD/P-01.
24" MANHOLE. NEENAH ---- CAST LID
@
@ STEEL STEPS. OFFSET 16" O.C.
@ 3- THICK FLAT BLOCK PITTSBURGH CORNING
FIBERGLAS~ CELLULAR GJ"ASS INSULATION.
ATTACH WIHllTI lOP 7/8 INSULATION ANCHORS
@ 2" THICK POLYSTYRENE INSULATION
APPLIED TO SIDES (MnDOT 3760)
APPLY FROM SURFACE TO 6' BELOW SURFACE
@ 4" FLANGED COUPLING ADAPTER (TVP)
@ 4" SWING CHECK VALVE WITH
ADJUSTABLE WEIGHTED LEVER ARM
@ 4" GATE VALVE-RESILIENT SEATED
@ NOT USED
@ ADJUSTABLE P]PE/SUPPORT (TVP)
SEE DETAIL E/SD P-Ol
!
Ii
Ii
ill is
jiX ~ i
~ B Ie
z
~ Ii
<dE fi
S r I I
Iii I
ilii
!II;
~! ~
~~il!l " ~
fii~
Ili~ I
-u~
co
....
=It
Z Z
0 :E
i= II..
~ 0 ft
~ Q
tJ) 0
I- CJ 0
II..
::i w ~
::J:
Q I- W
Z D:: c:::
:5 0 0
!2 II..
:I:
>- en
Q
cC
::J:
tJ)
I!il~ ~~
.S!l.~ :;~~
:J: "z '"
fl~ t.
~ 8. ~
:E III
a ~
c5 :i
~
....
~Ii
~!
LIFT STATION SECTION SHEET 3 OF 5 SHEETS
10'-0"
I
<t WET WELL
<t. WET WELL
PLAN
~ VALVE MH
VIEW-AT LOWER ELEVATION
1.- I
o 2' 4'
<t. WET WELL
PLAN VIEW- TOP
~
o
2'
I
4'
KEYNOTES
o GROUT CIRCLE
o SUBMERSIBLE PUMP
o SEALED WALL SLEEVE, SEE DETAIL 8/50/6
@ NOT USED
o VENT ABOVE
@ 6'-0" RCP MANHOLE
o NOT USED
@ NOT USED
@ NOT USED
@ 4" DIP FLANGED 90' BEND
NOTES
1. ALL FASTENERS SHALL BE STAINLESS STEEL.
2. RESTRAIN ALL PIPING JOINTS.
3. FURNISH AND INSTALL EXTERNAL JOINT SEAL,
INFRASHIELD, OR EQUAL ON ALL MANHOLE
SECTION JOINTS.
4. PLUG ALL LIFTING HOLES IN MANHOLE SECTIONS
W/NON SHRINK GROUT AND COVER WITH
If" x 11" PIECE OF EXTERNAL JOINT SEAL.
5. ALL PIPES SHALL BE ADEQUA TEL Y ANCHORED AND
SUPPORTED TO PREVENT EXCESS MOVEMENT DURING
OPERATION AND TESTING.
6. SOME DETAILS ROTATED IN SECTION VIEW
FOR CLARITY
7. SOME FITTINGS LABELED FOR CLARITY ONLY
PROJECT NUMBER
@ 4" MJ DIP
@ 4" DIP FLANGED COUPLING ADAPTER
@ 4" FLANGED DIP CHECK VALVE
@ 4" FLANGED DIP GATE VALVE
@ 4" MJ 45' DIP BEND
@ 4" MJ 45' DIP WYE
@ #6 BARS AT 8" EACH WAY. TOP AND
BOTTOM REINFORCEMENT - GRADE 60.
@ 36 X 30" ALUMINUM HATCH
@ 24" MANHOLE W/NEENAH ? CAST LID
I
!I
r
Ii~ S
~ s
i I 2
!i! Ii
~ lia fi
s; I I
III ..
illl 1:
:!3
I i
;!I; III !I
i!lli: ~ I!!
llii~ ~
Ili~ ~
_ul
CD
....
=II::
Z
o
j:L1.
~ 0
UJ~
t:o
::Jw
Q :c
z ...
:s ~
~ LI.
>
Q
c(
:c
UJ
z
:e
Q
o
o
3:
w
0::
o
::J:
U)
I~~ ~~
:f "'z ~~
~<Il~ d
o.!!l ...~
~ 8.
~ !
o c
is :i
lil
;
~Ii
~!
LIFT ST A nON PLAN SHEET 4 OF 5 SHEETS.
'.';0
HOT-DIPPED GALVANIZED STEa L3 . 3 . 1/4 . 0-4" LONG
ANCHORED TO PRECAST COVER WITH ONE 112" . 4 1/2 "
LONG STAINLESS STEEL EXPANSION BOLT WItH 3 1/2 "
EMBEDMENT (TV? 0 4 EQUALLY SPACED LOCATIONS
AROUND COVER)
PRECAST REINF'ORCED CONCRE:TE PIPE SECTION
COVER ANCHORAGE DETAIL
SCALE: NONE
1/4 " THICK CONTINUOUSLY WELDED
WATERSTOP COLLAR WITH OUTSIDE
DIAME:TER 2" lARGER THAN THE
OUTSIDE DIAMETER OF PIPE.
I
I
I
I
I
I
I
I
I
I
I
!:? {~:/::i'~~:~~::
: ::?~'.:.::}~;~~
APPLY A THICK COAT OF
BITUMASTIC COAL-TAR EPOXY
TO THE PIPE/CONCRETE
INTERFACE
.. .. ~","'" .....
. ... .~. . '''',
.. .~. '.~' . ...~..
. " '" -. .
~~.:~~ ';: :::..~ ~:~:~ I
CONCRETE OR MASONRY
WATER COLLAR DETAIL FOR VENT PIPE
SCALE: NONE
TOPSOIL Be SOD
l
III11i1
1/4 " SETBACK
GEOTEXTILE
H
COMPACTED BACKFILL
(COMMON BORROW)
COMPACTED GRANUlAR
MATERIAL (FA-3)
12" MIN. AROUND
RETAINING WALL
CEMENT MORTAR BACK SIDE
PROVIDE WEEP HOLES AS
NECESSARY
LANNON STONE RETAINING WALL
SCALE: NONE
.dwg. 61912004 2:47:58 PM
PRECAST CONCRETE WALL
f... " jJ.
.
[>
b
.
J>
WET WELL
.
,j:.
HYDROSTATIC SEAL EQUAL TO "UNK SEAL"
BY THUNDERLINE CORPORTATION
DIAME:TER OF HOLE AS RECOMMENDED
BY SEAL MANUFACTURER
SCALE: NONE
PIPE PENETRATION DETAIL
3" STEEL PIPE COLUMN
~~ r~ll4~~~~~SS
BOLTS
-1- 7/8" HOLES
1 1/2 "MIN, 1/4" THICK STEEL
GROUT BASE PLATE. WELD
TO COLUMN
r
E3
a::
5
8
a::
ELEVATION
DIP
ADJUSTABLE SADDLE PIPE
SUPPORT WHICH COMPLIES
WITH MANUFACTURES
STANDARDIZATION SOCIETY
SP-69 (TYPE 38)
1 1/2"
1 "
1 1/2"
HOT DIP GALVANIZE
FOLLOWING FABRICATION
BASE PLATE PLAN
PIPE SUPPORT DETAIL
SCALE: NONE
ANCHOR BOLT DETAIL
SCALE: NONE
PRECAST REINFORCED CONCRE:TE
PIPE SECTION
HOT DIPPED GALVANIZED STEa L3 X 3 X 1/4 X 0'-4" LG
ANCHOR TO PRECAST CONCRETE WITH ONE 1/2" 0
STAINLESS STEEL EXPANSION ANCHOR BOLT WItH
4 1/4 " MINIMUM EMBEDMENT (TYP 0 4 EQUALLY SPACED
LOCATIONS AROUND BASE)
5/8", HOT DIPPED GALVANIZED HEADED BOLT
CAST IN BASE SLAB VtlTH 9" EMBEDMENT
(TV? 0 4 EQUALLY SPACED LOCATIONS AROUND BASE)
=-r6"MIN
REINFORCED CONCRE:TE BASE
PAINT ALL CONNECTION ITEMS WITH
HEAVY COAT OF BITUMASnC PAINT
BASE ANCHOR DETAIL
SCALE: NONE
PROJECT NUMBER
_____ CONCRETE WASH
r 6" EPOXY COATED
~TEEL PIPE
STD WE:IGHT) FILL
IPE W/CONCRETE
41='_0- .I;'n.f;:~s~"}'
, .1'....,. TYPE S JT SEALANT
...~,. w/ 1/2" EXP. MATERIAL
3 10 .... (BITUMINOUS OR CONCRETE
~ A-F ;~:~~~ ,. CONCRETE
6" :.:':~::::
T8
BOLLARD DETAIL
SCALE: NONE
2 1/2" TYPE 41 WEARING COURSE
6" AGGREGATE BASE CLASS 5
DRIVEWAY PAVEMENT DETAIL
SCALE: NONE
I
Ii
Ii
ill . i
Ii'"
II I
!Q Ii
lil! fi
Ii~
a ~ I
!II ..
!:
hU II
I
~!I; l! !I
III
i!lli: ~ ~
i5i~
Ili= ~
_ul
CD
....
=II::
Z
o
~ ~
t;; ~
t: 0
::J W
c:t
z'"
:s ~
~ u.
~
c(
:t
UJ
z
:E
Q
o
o
3:
w
0::
o
::J:
U)
f~~
isiR
i:':; z
_<Il:;
-! ,
~ .!!!
.. 8.
:; III
is 2
is :i
Ii!
;
u
",
U
......
~
~Ii
~!
LIFT STATION DETAILS SHEET 5 OF 5 SHEETS
@ 2004 Kaeding and Associates. loe.
1f4~elll
lill "I
i~ll!
~I I I.
I -I: Ii
I ~
i;j~
2~~
1il~1
~511
6~
~~
~
8
~
$I
~
"0
::0
o
c..
,.,
!:l
%
C
II::
CD
,.,
::0
I ~
~ i
i
1-----------
I
I
I
I
I
I
I
I
I
~i
I~
~ ij ~;
~ II
~
!
~
~~~i
Q G'>
~
/'1!
~~s:~ II
ig~~ 1'1!
~~~~ 1ft!3 II
~~m~ ",s: II
~ "V~J;j gf;l II
~~.-.g ~~ II !!j~
. ~ n~!!:1 I ~
!If II C::::t j is Pi!
... II 0
6 II c:lj; ~ is
;-t II :<8 ;0 q
n ~~ ~ ~
II ~;o
II ~~
II ;;l
II -
II .::::..
II 3~
II Cn
II :<~
II ;;l
II ~
II ~
II .
II
II
II
II
II
I
KAI #Q3336B--SHEET 6--PS: 1=1
cl ~~ 'a
c: ~~ i
E Ih
:;!
~~ 3~
~~ ta
~I ~ ~i ~~ "0 ~35
~ ;;
: I .-. tii
.... ~':f;- ~.
~ :2 . ~
~~ ~~ ....
i
~~ ~=l 2
g2j
z ~m M
c:> Si
~
~
~
~ 19
00
i;
~il ~z
:i! '""z ~~
~ ~~
B ~i ~~
Fi'
C!
~ ~ ~
!{!
~ g}
I
~ ~ :z:
~
Ii '"
..... ~
i
5\ cl ~
~ !
i $I ::!l
:I
i\1 ~ z
~
m
~ ~
..... li2
~
t!l~
...
~
~
~i
c:
;:!~
~!;!
m~
....
~
~
/
~~"\
~~
;~~ ,. ~
a~~ I ;
i~ I I :
~i i ~ ~
I
I
~ .ri:
I ~~, ill"
I !fII' cl~
~5ii
~I
!
'"
~
-- - ---- ----- -- - --- ------- - - -----
i
~ ~
- - ~
I x,.~ I
!ndl!
z~
~
!:l
::0
c;
:l>-
f""
o
~
(ij
y
Ii ~
1= I
AI i
~
CJ)
::J:
,.,
~
Ot
o
....
Ot
~4150 Olson Memorial Highway
Suite 300
as Minneapolis. MN 55422
763-541-4800
.. _. ..... FAX763.&l1-1700
ti'..wn.i"~'!__
'llde 4nIIwN _ ..-.d b)t
Kaeding and ~ Ino.
7300 franee A...... South, SUIte 3JO
lIInnoapollo, _10 &5435
VI
::J:
a
~ ~ ~
) ) )
!!I
I
I
i~I~;
II~
~I
i ~~
>U ~ %
~n ;~ ii
"'I
II
.... s""
I ~:I
I 11 I!
"'I
II
.... s""
I ~ II
I ,. I!
LIFT STATION #18 REHABILITATION
FOR THE CITY OF
SHOREWOOD, MN
==-:T,,=t::_~"::'_ II:HI>
~~~~-~
--...-
_ 011 oM! 04 _ ... 1_
... ...
........"""
NONE
-..
SJS
....
08 JUN 04
0 (j) 0 0
0
Z > f"l -l 0
iil -l
i!; ;;00 X )> C ~
"'>
d gl= n -l Z
J> fTl
;;0 :0-1 < -l
d ~ao ~
:::;:>8 J>
< -I
'" ~~~ .....
;;0
'ij ~~!:l 0
-< z
~ G')CVI ~ J: (j)
i:~ Z
>0;:;1 - fTl J:
~." 0 Z
:::l Z 0
0 ",...0 -I Z
Z xcoz ..... Z ::::0
0 ~:J:: n fTl
." ;;ga> f"l (j) fTl fTl
> :::l;;o~ lJ ~
l= o(/)~ V) 0
!!! :z"Ul -< -l Z 0
;;0'"
;:;I -I V) )> - 0
00
C ;;00 -I 0
:::l dB f"l ::::0 r
c jjj 3: )> 0
::I
'" s: 0
VI
(j) )>
fTl -l
3: -< 0
Z
."
:;0
~
,.,
~
z
C
3!::
lD
,.,
:;0
~~ ~II .~!\ \~tJ.F=7
I ~W\ III I - =':-~~ps7 ~~
~ ~~ -c 11" -'-\\ \ ~s:
~ . ~~~i~w ~~~ = rit~
2J "0c-' ~i"i L -i \
~ i ~n" I _ JJ/\ 'L\\
g ~'" I. I '\'\ ~~-:t ...l
" !\.~ \ \- I- l \ ~
~ \~ II tEl j ~ "\ ~
~ ~~= >->- Htr-~: L
,I I ~K~RE A I I~I EUREKA ~LF1~i
\ I ~~ LL I / ~\" L-----,~r-- ~-~
~ --:j I-:-.. i\ -~ '" 1/ ~.~
'\ I :r I I ~ t. \ \\ 0 --. =-
- ~~ / II I7\."""
i!! · I X""" '/
t/I"'( "'j' 'l---t~ ~, ~
tr 1/ · R ~ ~.
-~ ~Y:i
.--- I 77 \
.--- " +rt '\
~ l'
b - 1I "
~
~n---- T - /
Y ~ \-Lr ~-~ '.
~ ~ ~/""
~ _"~~..\~",~:r;~~ !
\r--r--7 ~ I r /I I ~ ~ \ \iI ~ol:l \w\.'" ~! ,/ _ ~. ",
....
r-c
0::0
~e
-1m
-(")
~-I
~
~
~
~
00-
~
rJ). >
=~~
Oo~
~~~
~~=I:I:
~=OO
Otrj~
OQ~
~~=
~~>
~ 0 c=
~~~
Z ~
~
>
~
~
o
z
?> y. ="'" u.. ['J -"
00
(J) c c C "U r'l ::! =
::c ." ." ." AI ~ -I ~
-I -I -I 0 Ul r
0 (") "U ::! .r'l
Ul Ul Ul 0 ~
::0 ~ -I -I -I Ul Z Ul
)> )> )> GJ :r
m ::! ::! ::! r'l .......... ~
CJ r'l
~ 0 0 0 AI r'l
0 Z Z z !fl r'l .-1
0 -I s::: ~
." CJ "U Ul r'l 0 r Z
-i 0 r'l r r'l < 0
::; -I )> 0 "U )> 0
r 0 ~ z ::! r r )>
f'1 ~
r 0 )> Ul ::!
lJl Ul Z Z 0
I Z ~
f'1
f'1 :s::
-i ~
)>
V> "U
:I:
,.,
~ ~~ -I
0
0
0
...,
01 A 4150 Olson Memorial Highway
Suite 300 LIFT STATION #8 REHABILITATION IHEAEBYC!Imf"(1tW"lHISPt.JM.SPD:IFICA11ON.ORREf'QRI' """= NO.
WSB WAS PRtPARED fJN ME OR utIJER 'ilt DIRECI' SlI'EIMSKJN ...... M NOlW --
VI Minneapolis, MN 55422 NIl lHAT I NA A lJlft.y UCDfSED PROFESSIDfW. ENDIIEER
:I: FOR THE CITY OF UNDER 1HE lAWS (IF nE STAlE OF IIIINNESOfA .... ...
IT! 763-541-4800 TEG
~ ,. Anodotes. Inc. FAX 763-541-1700 ........ ..
VI -.aa!llg"'-_~~IIIIIIII1.____!!IR~II1I""~ SHOREWOOD, MN KlVIN e. KAWl,.EWSIO TXT
DATE Jlt:eoRO CCPr 1M
..re uc. ... 25<196
if
~
~ \
'->-.' \
\ /() ", \
\ -v '..\
\ .C"l '\
\ \
\ \
\
\
\
\
\
\
\
\
\
,
\
\
,
\
\
\
\
\
\
\
,
\
\
\
\
\
'I
\
\ \
"\ ....--\
\\0
\ \
\ \ ("'"
"\ \:;)\
\ \ /......
'( Y'
\ I .,,-?
\ \ .?-~
\ \ --,
\ \
" \ r-.
\ \ (-)
\ \ 1=\
'\ \ \'\~
~, \ .-;"'
. ,,;,."-
\ \ t;--l
\ '
'I' \
\ II .;'l
~ \ \ (""')
, ;-, \ --.......
. \ \ .
.~~_--\--.-l
\. \ \
\
\
\
\
\\. (\....
\,
\, ; \ ~
\ \" \
\ /
X , t.-
\ 1(- I
. r\ ' , \
,\. ' " "
, ,. ... '~;J~'~
\ l "-S,. '-
-',\\\ ,>
-.J" ...
'.
\ \
'.
'\
,.....
\ ~
\ '
\ '.,
\"
\
\
\
,
\
\
\
\
\
,
\
\
\
\
\
,
\
\
\
,
\
\
\
\
\
\
\
,
\
\
\
,
\
\
,
\
\
\
\
\
\:
\,
\~
...'.......... ...... /
\ \ --....-. "-". '
"\\ .'.... ./
" \
~. \
\
\
\
\
\
I
\
\
.-..-'--
\
\
.' "'\. "
,:;- ....
\
,
\
\
\
\
\
\
\
I
. \.
.. -\
\
\
.J
_.....-
...
..OH --'-"~- -'
......--..----....-.--------.--.----
__ __---:::--~-,:--R -- ---
\--l-~l ~;XT S (J :~~=--~0:..... .
~.:.~.-:..-.-::---~_._-_._._.-
, \
\ \
\\
~~Cr"
___-----"'"\ '"7
,
,
..,
'"
...
.....----.
,
l?...
":......
\ \
"'>
'.\ ',/:'~~~\\".
~.: 'I "/,:1',,) \\ ,
... . xS;~.r,;;!\. \ \.
U. .. / "CL.__ \ \\ ...
.. , . \.
'. \ \
.... -$1' - '
I.t,:) ,'.
.. \ \ '
\. \.
. \\
'. \"-
. .
, ....
":.\
'"
~,
"'"
/
"
\\
\ t~
. W t,."1
\';
:{
'.
IS)
\ ':-~
..;{)
\ (""
\ \- )
'. :-,-.
\ .,\-
\
\ ,.'r\
, \..........,
\ \-
\c
.\ -.n,
:--n
~~ \ '.
;D
'"
(.';
,
.<0
..~
~\-
."
:;0
o
~
I'TI
~
Z
C
3!::
lD
I'TI
:;0
e e e e 8eeee
ro I"T1 ;0 ""';0 )>-1-0 ~ ;0 -0 Z ^
0 X '" 01"T1 00;;0 C) 0 0
c v; s:: ;01: "-"0 ro :I: ~ -I fTl
r -I 0 ("')0 5i",;:;t :0 -I -<
0 z rii ~rii ("') ;0 C
I"T1 G") -fro :I: 0 Ul Z
;0 )> ("') -I ..., -0 I"T1
.... -1"T1 0
~ Zx )>"'1"T1 ro 0 0
-v; ~~~ r ::E r
-I 0 ~~ c )> I"T1 -l
'ij _:"'Ul ." -<
~ Zo:::l ." fTl
1"T1G") G") Z
r G") zG") ;0 (j)
> r 0
r .... <Ul
;:;t '" )>
",)> 0
< ~Q r~
)> :..." -I
r "')>
rii "';0
P-<
ms::
(0)>
Z
J:
0
r
I"T1
@ @@@@ @ @@@
I"T1 Ul ;0 I"T1 Z ";0 -0 -I ....
0 )> I"T1 X 0 )>1"T1 ;0 '"
G") ::E s:: v; -I zs:: 0 r
'" ("') 0 :::l "'0 -I '" Ul
c rii Z C r< I"T1 " )>
0 -I Ul '" ("') :I: Z
... G") I"T1 -I 0 ::j
ro ro ro .... 0 rT\ Z )>
2! ::j X I"T1 '" ;0
::j c Vi x -<
c s:: I: " -I Vi OJ
s:: Z Z ~ Z -I 0 Ul
Z Z X rT\
0 0 0 G") G") ::E
c c c Ul r I"T1
Ul Ul '" 0 ;0
Ul ;0 :;; '"
" -0 " :S -I ("')
)> > )> ("') Ul 6
rii rii rii rT\ -I C
)>
;:: s:: I: -l 0
I"T1 I"T1 '" 6 c
Z Z Ul
Z -I -I Z
-I -I
("') ;0
0 rT\
Z I"T1
-I Ul
;0
0
r
~
'\r;fs~
\ \'::.;:- I;;
. \ --r--..... .
\
\\
\ '
\\
\\
\ .
\\
\ ".
\\
\
\
\
\ .
\ \
\\
\
"
\.
,
\
\
'\
\
\
\
\
,
\
\
\
\
\
\
\
\
f\
\
\
\
f'1
~
lJl
::I
z
G)
"-
AI
f'1
s::
o
);
r
lJl
o
\
\
\
o
....
o
V>
:I:
I'TI
~
~
o
...,
01
A
WSB
4150 Olson Memorial Highway
Suite 300
Minneapolis. MN 55422
I tDEBV CER11FY nw lItS PlAN. SP(CtfJCAJION. OR RfP(IU'
WAS PREPARED BY UE OR UN:IER fir OIAECI' SUPEfMSKlN
AND ntAT I AU A OUlY IJCDISEO PROfESSK)HAL EHGtEDt
l.JrfDER 1HE lAWS CIF DIE STATE or ~
LIFT STATION #8 REHABILITATION
FOR THE CITY OF
SHOREWOOD, MN
V>
:I:
I'TI
@
763-54'_
FAX 763-541-1700
KEVIN B. KAWLEWSI<I
DAn:
ac Associotes. Inc..
~--_.
~_stVIIUUI..No.__~JHIKII-=--
..m
LE. NO:
.........
".
(,
25496
."'\
\'.,
\ ~
, \
'\~.,.
\
..
\
\
\
\
\
\
\
\
\
fUNlI't': OESIGNIM
n:o KBK
CHEClCEDI'f: PROoIECfNO::
TXT 1074-702
RECOfI) COf"t 1M O\TE
\\
,
\
,
\
\
\
\
:' \
,
\
\
\
\
\
...... M NOlW
.,
".
\
\
\
\
\
\
\
\
\
\
........NO.
..n:
EX..........
................--...
......-...........
..............-
M
!/
".
..--
,
/
-::.............. ..'
.... /".
......~..........
,
......~.....
..................
.......-.....-
.....--..-
~...-~
-"
......
.--
..........
....-
.......
--...;~:.~..
, _r
'. ...-.... '3 :;.; ......... ___' ..
\,..; ..)\ ....-. .;" .. ..~"';':;" ../
;... l. ~:P.~.. ..:"'~:' .;::.",......'.".... ....... \ ,.. /
.....-....-;~ .' .... .... .., ...... .~{>....,' Q;":;\
.j /
........................,.............
--- /
.~......... / ,,\\
/ .....-......- ?) r-\ r",.U ___
...~....~.".. ...... r" t(, \._J ............
.._, \ \ \ t' r / ' ........~#...........
\. \ V' ..
,-.0.0"" .........
,." . \ Q (, . \ \ -.-...--< .
~''") \ '. :...:............_......- '. fi,3" ....
/'
. .:.~.
/ ,-'
/
..- (;:':€>....
/
. ;;;::...~--:.~,.:~~.~:.
'/ ./ ........
J..-::-:f-'
.......-.~...
-....
.....,.
._..._,-_...__...__._,...---.........~.... "
-- 0.9.'"
, .
.............-./.......-.-...-..--.........
..,:>.,._.:-::::.<..;:::<.~:..../..
...................
.........
...-............-
...................--..-......
...r....
~........
.,._....._,........,-....-......-......'-..... , -"7 'i'-=<., '=) .
~ .. r"\ C \, \ f-. i __........,
---..-...... . ., \ -\' \ () '\, \,... ~- .,~~:::.~- ""-.'_'J,".:=
. r . \ . _' _..'.'~~...........-,... . ~i
C/i< p,'.''. \ .. --. i
..........__..~\ 9..._/::::._<.~:.~:./...-t'-_.-.-:./ L_ /
.._,_ _.' ._......._-.-..-...- /V'--"-" _'
- - -- ---------~ ~~~'
.-.,.
...-'
.." ..' ..---._.~\
\
,
,
~ /
i
'7./
....--....,....................
: i
\ ..;.
...../t...
\
\
i
\
\
\
'\ ( t \
.... ,-. \
\-~g \
~ t
Iii", \
\ '.=~-\ \
\ '~;:'J \
\\~~:\ \
\
i
\
\
i
i
\
i
i
\
i
\
\
/
,................
--7
..... .;::;:-___"'".....-.....r..
.. :..-'
..::;../>~...
..--.,
.......
........
......-
.....
.............-
....:>
KEYNOTES
o
ill
o
@
@
@
(])
4" SANITARY SEWER
POWER POLE
RIGHT OF WAY
ct BIRCH BLUFF ROAD
REMOVE EXISTING GASKET. PLUG EXISTING
OPENING FOR NEW FORCEMAIN CONNECTION
CONNECT TO EXISTING STRUCTURE, CORE
DRILL, INSTALL LINK SEAL GASKET
EXISTING WET WELL TOC =936,81, FILL
EXISTING WET WELL WITH CONCRETE,
INVERT ELEVATION =926,00
BOULDER
TELEPHONE BOX
o
o
PROJECT NUMBER
......""......
I
!i
Ii
Ii~ !i ~ i
II 2
~ Ii
Ii!! fi
Ii~
B ~ I
!II ..
..
hit ~
l!
I Ii
in; !I
iii
z
~!lIi~ ~ ~
ilia
Iii! ~
_ul
z
0
j::
~ Z
::J LL :E
m 0 ~
<C ~ C
:J: 0
W (3
a::: 0
I w ~
::J:
Z I- W
Q a: 0::
0 0
l- LL
~ :r:
CI) tJ)
ti:
::J
"................,...
.....-.~.............
........"".....................
.......
--------
--"
--
-'"
..........
"
...........,..,.....................-
......../
(,
.......
~......................,...
........
.\f.t;......
...........~.....................
.rl~~~..
.....................r
---
/..
--.....
.....---.......
.....~~
@ DECIDUOUS TREES (PROTECT)
@ ~DIP 22 1/2' BEND
@ 5'-0>LlF'i STATION VALVE MANHOLE
@ CORE DRILL OPENING FOR 8" PVC
CONNECTION INSTALL
@ BOLLARD, SEE DETAIL D/SO/6
@ 5' LIFT STATION VALVE MANHOLE
@ INSTALL CONTROL PANEL. SEE ELECTRICAL
@ 8" PVC @ 0,40"; OUTLET ELEV= 925,94
@ EXISTING 4" SANITARY SEWER
@ 2'-0" RETAINING WALL. SEE DETAIL H/SD/5
@ RECONSTRUCT PAVEMENT TO MATCH
ExiSTING SECTION
t~~ !~
:!;alz ~~
'S ~ ~~
i 'is ~
:i m
a C
.. C
o 5i
~
...
I
~Ii
~!
o 10
20
PROPOSED SITE PLAN SHEET 3
OF 6 SHEETS
.
LIFT STATION NO.8 (SHOREWOOD)
DESCRIPTION
ELEVA TlON
HIGH WATER ALARM
926.00
PUMP ON (ALTERNATE)
925.00
PUMP OFF
924.00
LOW WATER ALARM
923.69
~
TOP OF SLAB
EL 936.81
~
~
~
'io
I
-;..
60 " 1.0. R.C.P.
MANHOLE SECTION
MEETING ASTM C478
I
60 " 1.0. ~.C.P.
MANHOLE SECTION
MEETING STM C478
~-J TYP
.J
TOP OF SLAB ~
EL 922.69
35 )
COMPACT TO 98" STANDARD .---\
PROCTOR DENSITY (ASTM 0698)
1..- I
o 2' 4'
SECTION VIEW
KEYNOTES
o
@ FL YGT PUMP MODEL CP-3068 W/473
IMPELLER. SEE DETAIL C/SD/6 FOR
ANCHOR BOLT DETAIL
@ #5 AT 10" BOTH DIRECTIONS, TOP
AND BOTTOM REINFORCEMENT
GRADE 60
@ MnDOT 3Y46 CONCRETE FILL (TYP). PROVIDE
GROUT CIRCLE AS RECOMMENDED BY PUMP
MANUFACTURER
@ 12" MIN. FINE FILTER AGREGA TE
MnDOT 3149.2C
ill
o
@
@
@
(])
@
@
72" DIA. X 12" PRECAST CONCRETE COVER SUITABLE
FOR H20 WHEEL LOADING (f'c=5,000 PSI CONCRETE)
W/MIN. 3-2" TAPERED HANDLING HOLES. 2" CLEAR
COVER TOP AND BOTTOM. HANDLING HOOK HOLES
SHALL BE FILLED WITH NON-SHRINK GROUT AFTER
COVER PLACEMENT
#6 BARS AT 8" EACH WAY. TOP AND
BOTTOM REINFORCEMENT - GRADE 60.
2 ROWS KENT SEAL # 2 (TYP)
COVER ANCHORAGE 4 @ 90' (TYP)
SEE DETAIL A/SD/6
ELECTRICAL CONDUITS. SEE
ELECTRICAL FOR LOCATIONS.
WA TERTlGHT GASKETS (TYP)
SEE DETAIL B/SD/6
8" PVC INV. EL. 927.29
(ENTERING FROM SOUTH)
4" PVC INV. EL. 925.94
(ENTERING FROM NORTHEAST)
4" PVC INV. EL. 927.29
(ENTERING FROM NORTHWEST)
@ MN DOT 3733 TYPE V GEOTEXTlLE @
@ 104" DIA. PRECAST CONCRETE SLAB
W/HANDLING HOOKS (f'c=5000 PSI CONCRETE) @
@ 36" X 30" CLEAR OPENING, ALUMINUM HATCH
SUITABLE FOR H20 WHEEL LOADING WITH @
S.S. UPPER GUIDE BRACKET. S.S. HOOK
CABLE HOLDER, S.S. SAFETY CHAIN, AND @
POSITIVE LOCK AT 90' OPENING. SEE PLAN
VIEW AT TOP FOR ORIENTATION. HATCH TO @
BE CAST INTEGRAL WITH CONCRETE COVER
@ NOT USED
TOP OF SLAB
EL 935.81
~
COMPACT BACKFILL TO
98" STANDARD PROCTOR DRY DENSITY
IN MAX 8" LIFTS (TYP)
lk. 4" FORCEMAIN~
EL 928.02
TOC ~
EL 926.27
NOTES
1. ALL FASTENERS SHALL BE STAINLESS STEEL
2. RESTRAIN ALL PIPING JOINTS.
3. FURNISH AND INSTALL EXTERNAL JOINT SEAL,
INFRASHIELD, OR EQUAL ON ALL MANHOLE
SECTION JOINTS.
4, PL\JG ALL LIFTING HOLES IN MANHOLE SECTIONS
W.<.NON SHRINK GROUT AND COVER WITH
11' x 11" PIECE OF EXTERNAL JOINT SEAL.
5. ALL PIPES SHALL BE ADEQUATELY ANCHORED AND
SUPPORTED TO PREVENT EXCESS MOVEMENT DURING
OPERATION AND TESTING.
6. SOME DETAILS ROTATED IN SECTION VIEW
FOR CLARITY
7. SOME FITTINGS LABELED FOR CLARITY ONLY
@
4" EPOXY COATED STEEL VENT WITH S.S, BIRD
SCREEN AND 1" WATERSTOP COlLAR CAST INTO
SLAB. SEE PLAN VIEW AT TOP FOR
ORIENTATION, SEE DETAIL D/SD/6
SS GUIDE RAILS. PROVIDE ADEQUATE
SS SUPPORT BRACKETS.
FLOAT SWITCHES AND LEVEL
TRANSDUCER. SEE ELECTRICAL
PROVIDE STAINLESS STEEL SUPPORTS FOR
EACH DISCHARGE PIPE WITH 3/8" (MIN)
STAINLESS STEEL ADHESIVE ANCHORS,
W/4 1/2" MIN EMSEDDMENT
3" THICK FLAT BLOCK PITTSBURG CORNING
FIBERGLASS CELLULAR GLASS INSULATION,
ATTACH W/HILTI IDP 7/8" INSULATION ANCHORS
2" THICK POLYSTYRENE INSULATION APPLIED
TO SIDES (MnDOT 3760) APPLY FROM
SURFACE TO 6' BELOW SURFACE
4" FLANGED 90' BEND
27" MANHOLE. NEENAH 3067 CAST LID
NOT USED
@
@
@
PROJECT NUMBER
@
@
@
@
@
@
@
@
@
4" FLANGED COUPLING ADAPTER
4" SWING CHECK VALVE WITH ADJUSTABLE
WEIGHTED LEVER ARM
4" GATE VALVE-RESILIENT SEATED
BASE ANCHOR. SEE DETAIL F /SD/6
TIE ALL JOINTS. GASKET ALL JOINTS MEETING ASTM
C-443. PROVIDE INFRASHIELD OR EQUAL, ON ALL
JOINTS
ADJUSTABLE PIPE SUPPORT (TYP).
SEE DETAIL E/SD/6
4"x 3" ECCENTRIC REDUCING DISCHARGE ELBOW
2" DIP DRAIN PIPE W/FLOOR DRAIN. OUTLET
ENDS TO BE SET AT ELEV
1'-0" CONCRETE BALLAST
!
Ii
!i
Ii j i i
~ I I
~ Ii
" Ii E fi
Ii~
~ ~ I
!II ..
..
lill ~
i Ii
~II; . !l
..
~S ! z
i!lll~ ~ I!I
~5i~ i'l
Ih! <!
_U~ i!i
Z
0
~ Z
I-
:; u. :E
~ 0 ~
~ C
:x: 0
w
a:: (3 0
CO w 3:
- :x:
z I- W
0 a:: 0:::
~ 0 0
u.
:E:
t/) U)
I-
u.
:;
I~~ ~~
:f"'z ~~...=
iijCl)::i ie-
'S..ii ~...
i 8.
::i ..
C Ql
o C
Ul C
o :i
o
~
...
~Ii
~!
LIFT STATION SECTION SHEET 4 OF 6 SHEETS
KEYNOTES
@ 8" PVC. INV. EL 926.00 (ENTERING FROM
EXISTING ABANDONED LIFT STATION)
o GROUT CIRCLE
o SUBMERSIBLE PUMP
o SEALED WALL SLEEVE. SEE DETAIL B/SD/6
@ VENT ABOVE
@ 5'-0" RCP MANHOLE
(j) #6 BARS AT 8" EACH WAY. TOP AND
BOTTOM REINFORCEMENT - GRADE 60.
@ NOT USED
@ NOT USED
@ 4" DIP FLANGED 90' BEND
ct.. WET WELL
PLAN VIEW-AT LOWER ELEVATION
ct.. WET WELL
1..-
o
I
4'
~ VALVE MH
2'
.
NOTES
<t.. WET WELL
ct.. VALVE MH
1. ALL FASTENERS SHALL BE STAINLESS STEEL.
2. RESTRAIN ALL PIPING JOINTS.
3. FURNISH AND INSTALL EXTERNAL JOINT SEAL,
INFRASHIELD, OR EQUAL ON ALL MANHOLE
SECTION JOINTS.
4. PLUG ALL LIFTING HOLES IN MANHOLE SECTIONS
W/NON SHRINK GROUT AND COVER WITH
11''' x 11" PIECE OF EXTERNAL JOINT SEAL.
5. ALL PIPES SHALL BE ADEQUA TEL Y ANCHORED AND
SUPPORTED TO PREVENT EXCESS MOVEMENT DURING
OPERATION AND TESTING.
6. SOME DETAILS ROTATED IN SECTION VIEW
FOR CLARITY
7. SOME FITTINGS LABELED FOR CLARITY ONLY
pm PUMP J+J
MANUFACTURER'S
RECOMENDATlON
PLAN VIEW- TOP
1..-
o 2'
I
4'
PROJECT NUMBER
I
Ii
Ii
@ 4" MJ DIP
@ 4" DIP FLANGED COUPLING ADAPTER
@ 4" FLANGED DIP CHECK VALVE
e 4" FLANGED DIP GATE VALVE
@ 4" MJ 45UIP BEND
@ 4" MJ 45' DIP WYE
@ #6 BARS AT 8" EACH WAY. TOP AND
BOTTOM REINFORCEMENT - GRADE 60.
@ 36 X 30" ALUMINUM HATCH
@ 27" MANHOLE W/NEENAH 3067 CAST LID
lIS ~
ii"i~i
~ I 12
~
Ii
. E fi
I
a ; ~
!II
IiI!
~im;
~s~'"
i!lll~
15i~
Iii!
_u~
!
I i
!l
~
...
~
~
z
o
~
:;
in 15
~~
~ (3
w
; :x:
z I-
00:::
i= fr
~
(I)
t:
:;
z
:E
~
c
o
o
3:
w
0:::
o
:E:
U)
l~~ ~~
"'s It) ~~
r~~ u
1 t ....~
:; :
5 e
6 :i
~
...
~Ii
~!
LIFT STATION PLAN SHEET 5 OF 6 SHEETS
PRECAST CONCRETE WALL
~~HglflDE~ G.(}~~l~~.o c~ ~lTHx ciNE' Nt "x ~-f 1';92N<1.
LONG STAINLESS STEEL EXPANSION BOLT WITH 3 1 /2 "
EMBEDMENT (Typ 0 4 EQUALLY SPACED LOCATIONS
AROUND covtR)
PRECAST REINFORCED CONCRETE PIPE SECTION
[;.
PIPE
~
..
WET WELL
,.
,t. "
~~~m;~~~u~~c~~~l~o;rINK SEAL"
DIAMETER OF HOLE I>S RECOMMENDED
BY SEAL MANUFACTURER
SCAlE: NONE
PIPE PENETRATION DETAIL
SCALE: NONE
COVER ANCHORAGE DETAIL
1 /4 " THICK CONTINUOUSLY WELDED
WA'rERSTOP COLLAR WITH OUTSIDE
DIAMETER 2" LARGER THAN THE
OUTSIDE DIAMETER OF PIPE,
APPLY A THICK COAT OF
BITUMASTIC COAL -TAR EPOXY
TO THE PiPE/CONCRETE
INTERFACE
..., ~.;... ~_ N.' ....
'. "M'... ~... .. .:
~q~i{:
r
o
w
a::
:5
8
a::
DIP
ADJUSTABLE SADDLE PIPE
SUPPORT WHICH COMPUES
WITH MANUFACTURES
STANDARDIZATION SOCIETY
SP-69 (TYPE 38)
3" STEEL PIPE COLUMN
i 1- ~ r!R4'~'f:iF 'I'""'"
1 ~ 1/4" THICK STEEL
GROUT BASE PLATE, WELD
TO COLUMN
: ;~~;ii;A\t
....... ........
CONCRETE OR MASONRY
WATER COLLAR DETAIL FOR VENT PIPE
SCALE: NONE
1 1/2"
1 1/2"
o[
11"
1 1/2"
ELEVATION
HOT DIP GALVANIZE
FOLLOWING FABRICATION
BASE PLATE PLAN
PIPE SUPPORT DETAIL
SCALE: NONE
ANCHOR BOLT DETAIL
SCALE: NONE
PRECAST REINFORCED CONCRETE
PIPE SECTION
HOT DIPPED GALVANIZED STEEL L3 X 3 X 1/4 X 0'-4" LG
ANCHOR TO PRECAST CONCRETE WITH ONE 1/2" 0
STAINLESS STEEL EXPANSION ANCHOR BOLT WITH
4 1/4 " MINIMUM EMBEDMENT (TYP 0 4 EQUALLY SPACED
LOCATIONS AROUND BASE)
5/8". HOT DIPPED GALVANIZED HEADED BOLT
CAST IN BASE SLAB WITH 9" EMBEDMENT
(TYP 0 4 EQUALLY SPACED LOCATIONS AROUND BASE)
, '.' :-I6"MIN
;. ~ '.:' ;'0 ( t.~:~ .~ ~
f, J ~ ) c ~.. .
.~, ,
REINFORCED CONCRETE BASE
PAINT ALL CONNECTION ITEMS WITH
HEAVY COAT OF BtTUMAST1C PAINT
BASE ANCHOR DETAIL
SCAlE: NONE
PROJECT NUMBER
CONCRETE WASH
r 6" EPOXY COATED
. ~Jf~L~\~~T) FILL
~IPE W/CONCRETE
4t'-~6" r:~~:: W/SMALL
I -; r RADIUS I::DGER
: ~ ~:.~ :.~
:'r:1..~
.. '~H': TYPE 5 ~T SEALANT
3'-0" "~J'I~'''' W/ 1/2 EXP. MATERIAL
L '. 'I" .I-~. . (BITUMINOUS OR CONCRETE
.. ".!<-:: SURFACES)
: :n..;. SECURE PIPE IN CONCRETE
6" ':::..:~::'.:,
T8
BOLLARD DETAIL
SCAlE: NONE
TOPSOIL de SOD
l
GEOTEXTlLE
H
COMPACTED BACKFILL
(COMMON BORROW)
COMPACTED GRANULAR
MATERIAL (FA-3)
12" MIN. AROUND
RETAINING WALL
CEMENT MORTAR BACK SIDE
PROVIDE WEEP HOLES AS
NECESSARY
LANNON STONE RETAINING WALL
SCALE: NONE
I
i
Ii
lli 3
Ii'" il i
i I 12
!Q Ii
'" Ii!:! fi
Ii~
a ~ I
!,I I
hit
I i
;!I; . !:l
'"
i!lli~ ~ ~
;l;;~
Iii; ~
_Us
z
0
~ Z
l-
::;j LL :!E
in 0 C
<C ~
:J: 0
W U
0::: 0
co W ~
=It: :J:
Z l- W
0 0::: 0:::
~ 0 0
LL
l- J:
(I) U)
l-
LL
::;j
~~~
.csU'i
:f'5~
iiiUl:;
"5 tA
E '5
CD c.
:; III
~ ~
~
""
U
~':'
H
....
.....
~
~Ii
~!
LIFT STATION DETAILS SHEET 6 OF 6 SHEETS
@l2004 Kaeding and Associates. Ino.
i~
):,
",
"~ ,~,,~,
~ ""
o ,,"',
"", ,
,..",
~""
,~ " "
... ""
~ ""
~", ,).. f"\
",,~ ~ I
'~ ~S
~ !~
~ t);
I~II II
Jrl
111ft I!
;D81111
i~J \
Ii ~
~~ ~
~s iiI
j!: ~
~~
I~
,.~
5iil
I
~ "I~~
~ i"~~ i~~~
i~!i'" SiI~~~
. ~ ~a !m~~
jTl:< PR~m
~-
i"
!lEi
i~
;;t~
~
~
2
;; ~~a
~,. . i~~
F;;S ~~~
~~I
alE:
~8;
m
~~
~
,
,
"i.\
"
\\
\\
\\ lft~
\\ ~~
\ \ ~j;;
II A-
Il ~
II c
II 5
II :-l
ll~
II
II
II
II
II
II
II
!i ~!!;
II ~2;2
II ~~!3~
II s;ilir;;
/I E:2i!S
II :;i!"lS A- ~
II .' ."
II ~
~
~~3~
~~i
~ G')
01, l:llZg2~ Q
~ ~~!5!5~ ~
;II<: i:aicn~ ~
~ i g~ Z
~ . .flIl!! 51 a
i;J ;~i~ ~ ~
~ :I~e &f ~
~ el;t!e' ~
0> ~e;i:!:l ~
..0 ~A-;~ ~ "6
01,=====-~2~i ~ ~
~ 2i~fil i ~
S ,-ES-O......
; ~!~~ ;
N.~i Fi
..A-
:IiG
~~~ Ii
tEl~ ~e
!B~ ~
,.-----
Ii
,.,~ ~I
~~ 2
~~ II!
8 >l!!l
g ~~
~ I
PI
KAI 103336A--SHEET 7-':PS: 1=1
;g
!6
A-
6
~
I::J:
~i
;:A-
m .
~ ~;
~ ~~
; ~~
~2
~
filz
~~ i
~~ c:
jTl ~
...
fiB!
"
\\
\\
,\
"
i
Ii
c:
~~
~~
\ !3i
\\ ~
"
tIli
S~
:~ f.\ g
s:!::!l ~
I~ ~ j;;
~ ~
V ~
Fft
~
~
C)
"O;t!z
~~~
~oJ6
!~~
:J:8Z
~zrn
;E~cn
~2~
~~~
lQ~::;:I
~~f"!
~ !2
~~~
~~fl:i
i~~
o;~.
"''1'%
~."
Q
%
...
r:il.. f:
JOi ~n
,ll! I
I ."ti! I Cl
~;i
~m
-0
;0
o
Co.
,..,
~
:z
c
~
CD
,..,
;0
~
~
;0
~
r-
10
~
~
IJl
::J:
,..,
~
...,
~
~~"i.
~il
P~l!!l
~~~
i~
>=1
;;tg
(,I
~
~
"llI~
~ CD =I
~~
II i ·
~~~ !I
9J i5 '3~
I mg
I
lEi
"'~
Ii
8~
ilJm
I
-:_~-----------------------------------------------------------------------------~~ ------------
: z :~I~I ~
L:J l'
VI
:z:
,..,
rl
~4150 Olson Memorial Highway
Sul1e 300
'B Minneapolis. MN 55422
783-&41_
Ie _ IRo. FAX 763"",,1-1700
.. .In -I r.h"... r.-
1IIle 4IrWM _ IIl'IPCnd It>>
K...... and _tn. "'e.
7300 FllIIICII AlIIlUl Soulll. SuItt 330
IIInneapa11o. IIInnnol4 55435
...,
'T'
II !
t= I
~I i
i
ili
- ---!-;l--
'l!S 'l!S
15 ~
r :<
~, Ii
~ I
LIFT STATION #8 REHABILITATION
FOR THE CITY OF
SHOREWOOD, MN
'I'
~
'!l
II 31
~ I
I ~'
~ ,:
. r-.J ~
i ! ~~I
i ~I
: I~
I
I
I
~
! II
________-.J II
allfl
.,~ J;
J !! ;
~~ lP
I .~ ~~
I .. I!
I;r--~>~
I~l ~
~i
I ~t
-
NONE
a
j. ' ~
~!iI! i ill ii> ; ill
l~~ I I ~ ~ ..
,..ro;.
~I. L________________________________
iii I;;;~ ~I~ ~i II;i .i I il~
l" .. ~. Ii ...51 ~ JI Slit i~ a :;.
I "'111 a~ i~~!lI; Ii . li~
I~ i IIt11l11111Zi !It -.IC\
I " j~ II II IIJ: ; il~
III 1lI1~ ~llill i~ ~~I
:~. I ~ ;_ ~~,= ;9 Iii!'
111I ! I ~= Ii ~.- ~;
"""
08 JUN 04
"""=1....
--
CITY OF SHOREWOOD
RESOLUTION NO. 04-_
A RESOLUTION APPROVING PLANS, SPECIFICATIONS AND
ESTIMATES AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR
SHADY ISLAND AND BIRCH BLUFF ROAD LIFT REHABILITATION PROJECT
CITY PROJECT 04-03
WHEREAS, WSB and Associates, Inc. has prepared Plans, Specifications and Estimate
for the rehabilitation of Lift Station 18 on Shady Island and Lift Station 8 on Birch Bluff Road,
dated June 9, 2004 for said improvement; and
WHEREAS, the City Engineer has determined that the Plans, Specifications and
Estimate are found to be in order.
. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Shorewood, Minnesota:
1. Plans, Specifications and Estimates were prepared by WSB & Associates, Inc. for
such improvement. Said plans, specifications and estimates are hereby approved and shall
be filed with the City Clerk.
.
2. The City Clerk shall prepare and cause to be inserted in the official paper and in
Construction Bulletin an advertisement for bids, attached hereto as Exhibit A, ad for bids,
upon the making of such improvement under such approved plans and specifications. The
advertisement shall be published for 2 weeks, shall specify the work to be done, shall
state that bids will be opened and considered by the Council at 10:00 a.m. on July 21,
2004 in the City Hall Council Chambers, and that no bids will be considered unless
sealed and filed with the Clerk and accompanied by a cash deposit, cashier's check, bid
bond, or certified check payable to the Clerk for 5 percent of the amount of each bid.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHOREWOOD this 14th
day of June 2004.
WOODY LOVE, MAYOR
ATTEST:
~raig W. Dawson, CITY ADMINISTRATOR
ADVERTISEMENT FOR BIDS
Lift Station Rehabilitation Project
For the City of Shorewood, Minnesota
NOTICE IS HEREBY GIVEN that sealed proposals will be received at the City Clerk's Office in
the City of Shorewood, Hennepin County, Minnesota at the Shorewood City Hall, 5755 Country
Club Road, Shorewood, Minnesota 55331, until 10:00 a.m. on the 21st day of June, 2004 and will
be publicly opened at said time and place by two or more designated -officers or agents of the City of
Shorewood, Tonka Bay and Excelsior. Said proposal to be for the furnishing of all labor and
materials for the construction complete in place of the following;
.
Removal of Existing Lift Stations
Construct wet well, valve manhole, and control panels
Furnish and install electrical control panel, control equipment and appurtenances
Reconstruct valve manhole
Install pumps and equipment
Site and utility work
Proposals arriving after the designated time will be returned unopened.
The bids must be submitted on the proposal form provided in accordance with the contract
documents, plans and specifications as prepared by the City of Shorewood, 5755 Country Club
Road, Shorewood, Minnesota 55331, which are on file with tbe City Clerk of the City of
Shorewood.
Copies of Proposal Form Specifications for use by contractors submitting a bid may be obtained
from WSB and Associates, Inc, 4150 Olsen Memorial Highway, Suite 300, Minneapolis, Minnesota
55422, upon a deposit (non-refundable) of Twenty Dollars and No Cents ($20.00) per set.
.
No bids will be considered unless sealed and endorsed upon the outside wrapper, "BID FOR LIFT
STATION REHABILITATION" and filed with the City Clerk of the City of Shorewood and
accompanied by a cashier's check, bid bond or certified check, payable to the City of Shorewood for
five percent (5.0%) of the amount bid to be forfeited as liquidated damages in the event the bid is
accepted and the bidder should fail to enter promptly into a written contract and furnish the required
bonds.
The City of Shorewood, reserves the right to reject any and all bids. No bids may be withdrawn for a
period of thirty (30) days from the date of opening the bids.
Date: June 14,2004
BY: ORDER OF THE CITY COUNCIL
Craig W. Dawson, City Administrator
PUBLISHED IN:
The "Construction Bulletin"
The "Sun -Sailor"
June25th,2004
June 25th, 2004 & July 22nd, 2004
Lift Station Rehab
AFB
CITY OF SHOREWOOD
PARK COMMISSION MEETING
TUESDAY, JUNE 8, 2004
5755 COUNTRY CLUB ROAD
CITY HALL
7:00 P.M.
MINUTES
DR
FT
1.
CONVENE PARK COMMISSION MEETING
Chair Arnst called the meeting to order at 7:03 P.M.
A.
Roll Call
Present:
Chair Arnst; Commissioners Young, Davis, Meyer, Gilbertson, and Westerlund. City
Engineer Brown; Technician Bailey; and City Council liaison Lizee
Absent:
Commissioner Famiok
B.
Review Agenda
. Item 4E, Report on the Park Foundation Fundraiser Breakfast, was added to the agenda.
Meyer moved, Davis seconded, to approve the Agenda as amended. Motion passed 6/0.
2. APPROVAL OF MINUTES
A. Park Commission Meeting Minutes of May 11, 2004
Davis moved, Meyer seconded, Approving the Park Commission Meeting Minutes of
May 11, 2004. Motion passed 6/0.
3. MATTERS FROM THE FLOOR
There were none.
.
4.
REPORTS
A. Report on City Council Meeting of May 24, 2004
Lizee reported that, due to an Excelsior Chamber of Commerce Dinner the evening of May 24, 2004,
the Council Meeting was kept brief with an update on the County Road 19 intersection and approval
of the expenditure of funds for the Music in the Park Series.
Brown added that the City Council re-approved the co-operative agreement for the Freeman Park
Access closure with MnDOT after some renegotiations with the department.
B. Update on New Piece of Equipment for Skate Park
Brown reported that he would be meeting with Tim Hughes, one of the original designers of the
Skate Park, on June 15th at 1:30 P.M., to discuss his ideas for additions to the park.
D. Update on Water Garden
#14
PARK COMMISSION MINUTES
TUESDAY, JUNE 8, 2004
PAGE20F4
Brown reported that the City Council would be asked for their approval of the Water Garden Report
provided by WSB at their next meeting so that staff may begin pursuing grant opportunities. Once
approval is obtained, Brown stated that staff will call Commissioner Westerlund's contacts from
MnDOT, in order to discuss the potential of using wetland credits for the garden.
,
E. Park Foundation Breakfast Fundraiser
Gilbertson complimented the Park Foundation for its success at their fundraiser breakfast. He shared
a flyer, placemat, brochure, and program from the event indicating that the group raised $6,000 the
day of the initial breakfast and had been contacted by other donors willing to pay for the entire plaza
project. He was pleased to see the event turn out so well for the Foundation and Shorewood Parks.
Davis concurred, stating the Foundation did a good job. She indicated that a process would need to
be established for the Commission to apply for grants to be used in the parks or to determine how the
money would be spent for parks.
.
Young stated that he was happy the Foundation had raised so much money that day and since, to
cover the entire estimated $20,000 for the plaza and an additional $6,000.
Meyer distributed an email in which she voiced her concern that the Foundation not risk losing the
potential donor by failing to inform them of the process or timeline required to execute a plan of this
magnitude. She did not want to see the donor promised something would happen by a certain time if
the City could not deliver or meet that timeline realistically, especially since the Park Commission
had seen only a concept plan for the project to date.
Gilbertson questioned whether steps could be taken in advance to facilitate the approvals for the
Foundation plaza request.
Chair Arnst reminded the Commission that processes are in place that must be followed when .
proposing additions to the park. She noted that, once a recommendation by the Park Commission has
been given, Planning Commission comment may be necessary, and final City Council approval
obtained. While she felt the estimated fall timeframe to be reasonable, Chair Arnst agreed that it
would behoove the Commission to ensure that no false expectations would be set up, nor would itbe
proper to circumvent the process.
Although Gilbertson agreed that the process must be followed, he pointed out that it would not
reflect well on the Commission if it appeared they were the ones slowing or stopping the process.
Rather, Gilbertson urged the Commission to help move the process along if the fall timeframe
seemed reasonable.
Lizee indicated that the Commission was acting in a proactive manner by simply moving this forward
and discussing its position this evening, as well as, attending the Foundation meeting on June 14th.
She suggested the upcoming meeting would begin the process for compiling a gift list of items the
City would approve of, as well as, a practice for accepting those gifts.
Brown indicated that he would need to touch base with the Planning Director to determine whether
the Planning Commission would need to examine the Foundation plaza request. He felt that a fall
goal was feasible barring any major issues.
.
.
PARK COMMISSION MINUTES
TUESDAY, JUNE 8, 2004
PAGE 3 OF4
Lizee reiterated that the Monday, June 14th, meeting would focus on the policies and practices for
accepting donations. While other gifts have been received in the past, Lizee indicated that the City
would like to set up a process for receiving and recognizing contributors; therefore, staff has been
researching with other communities how they handle these donations. She pointed out that the
potential donor plans to attend the meeting to determine whether there is interest in his donation
before he goes through the effort of raising the funds.
5. PLAT REVIEW - SLEEPY HOLLOW WOODS
Brown reported that the Planning Commission, and staff, believed that a short trail connection from
the new street within the Sleepy Hollow Woods plat accessing the Minnewashta Elementary School
property was a good idea; however, they wished to hear the opinion of the Park Commission.
Chair Arnst pointed out that these types of connections were recommended by the Comp Plan and
would be paid for by the developer; therefore, questioned why they would not support such a
proposal.
Westerlund moved, Gilbertson seconded, to recommend to the Planning Commission that they
require the trail connection from the Sleepy Hollow Woods subdivision to the Minnewashta
Elementary School property. Motion passed 6/0.
6. MUSIC IN THE PARK
A. Flyer
Brown distributed the flyer created by staff person Julie Moore. It was agreed that members of the
Commission would deliver their share of the flyers to certain areas within the community.
B. Concession Coupon
Gilbertson stated that he had contacted the Concession operator who supplied the coupon. He
indicated that he would encourage the Concessionaire to offer a different coupon each month.
C. Sponsors
Gilbertson stated that Cub Foods of Shorewood had agreed to sponsor each event at the $200 level;
Lake South Auto Place had committed to $100 per event; and the Pizza Prima restaurant had stepped
up to the $250 level for at least the first series. Gilbertson noted that he had introduced the
concessionaire to Pizza Prima and would not be surprised if they develop a cooperative arrangement
to provide pizza at Eddy Station. He added that the finance department would be billing each of the
sponsors for their contribution.
The Commission applauded Gilbertson for his tremendous effort and accomplishment in garnering
sponsors for the event.
PARK COMMISSION MINUTES
TUESDAY, JUNE 8, 2004
PAGE40F4
Gilbertson requested that staff follow-up with newspaper representatives to ensure that they attend
the first series this weekend and put a write up in the paper next week about the event.
D. Signage
Brown reported that the City will allow pubic works to post a 3 'X4' sign provided by each of the
sponsors for the day of the events. He pointed out that efforts will be made to monitor traffic and
parking, as well as, satellite service. Brown noted that City Clerk Jean Panchynchyn would submit
the press releases.
7. NEW BUSINESS
Several members of the Commission acknowledged that they would be in attendance at the June
14th Park Foundation Meeting.
Chair Arnst informed the Commission that she had resigned and that this would be her last
meeting on the Commission. She pointed out that Assistant Chair Davis would be acting Chair.
Brown thanked Chair Arnst for her excellent work and many years of service.
Lizee congratulated Chair Arnst for her work on the Commission and many accomplishments
over the years. She pointed out that Chair Arnst had changed the Commission for the better, led a
proactive group of volunteers looking out for the best interest of the community.
Chair Arnst thanked the Council for allowing the Commission the latitude to be visionaries. She
pointed out that as stewards of the parks it is the Commissions goal to provide a balance and
vision for the parks. She acknowledged Engineer Brown's advice to remain logical, and never let
the tail wag the dog when it came to emotional issues.
9. ADJOURNMENT
Westerlund moved, Davis seconded, adjourning the Regular Park Commission Meeting of
June 8, 2004, at 7:52 P.M. Motion passed 6/0.
RESPECTFULLY SUBMITTED,
Kristi B. Anderson
Recording Secretary
.
.
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD. SHOREWOOD, MINNESOTA 55331-8927. (952) 474-3236
FAX (952) 474-0128. www.cLshorewood.mn.us. cityhall@ci.shorewood:mn.us
MEMORANDUM
TO: Mayor and City Council
Craig Dawson, City, Administrator
.
FROM:
Larry Brown, Director of Public Works
DATE:
June 10, 2004
RE:
.. Motion Accepting The Freeman Park W etland Enhance~ent & Interpretive Center
Report
Attached is the Freeman Park Wetland Enhancement & Interpretive Center Report... This was prepared
at that the request of the Park Commission, to explore and obtain outside funding sources for this
project. Staff has recommended that this report be reviewed and accepted, by the City Council prior to
seeking grant funding.
.
The northwest comer of Freeman Park has several unique features. The area is heavily wooded, has
various trails that have been cleared that loop through the wooded area, and serves as a substantial
detention area for stormwater. Many individuals use this area for casual walks around and through the
wooded area.
The Park Commission and Staffhave reviewed this area and have examined some of the other features
that are not so desirable. This wooded area is overgrown with buckthorn, has SUbstantial areas of
erosIon, and has an outlet control structure that is functional, but unsightly. The .question has been
asked; "Is this the best use for this area of the park?"
To help address that question, the Park Commission requested that a report be prepared to explore the
feasibility and costs associated with a wetland enhancement and stormwater detention project.WSB
has prepared this report to help address those issues.
In summary, the concept plan proposes the following features:
Wetland Enhancements
1.0 acre of Deep Marsh
1.0 acre of Shallow Marsh
0.8 acre of Wet Meadow
Educational/Interpretive Kiosk
A trial has also been proposed to co~ti~~l6fl~%Wffi,.Jf~il system with the kiosk andLRT Trail.
4M&
Mayor and City Council
Freeman Park Wetland Enhancement
June 10, 2004
Page 2 of2
The report also documents potential types of vegetation that may be appropriate for this project, and an
estimate of costs.
The question of whether the project is feasible is dependent upon Staffs success in raising outside
funding sources to support such a venture. At this point in time, the City's stormwater management
fund is not in a position to cover the total costs of such a project.
Estimated costs for the concept are as follows:
Interpretive Kiosk
Native Seed Mixture
Trees & Shrubs
Clearing and Grubbing
Excavation
Outlet Control Structure
Trail Construction
Engineering, Legal, Administration
Contingencies
Total
$ 30,000
$ 5,000
$ 10,000
$ 15,000
$200,000
$ 15,000
$ 20,000
$ 88,500
$ 44.250
$427,750
.
Staff is recommending that the City Council accept the report by motion, if the concept plan is
acceptable. If approved, Staff well commence with solicitations for funding from the watershed
district, DNR, MN/DOT and other agencies.
.
"\
~
.
.
CITY OF SHOREWOOD
PLANNING COMMISSION MEETING
TUESDAY, JUNE 1,2004
COUNCIL CHAMBERS
5755 COUNTRY CLUB ROAD
7:00 P.M.
MINUTES
CALL TO ORDER
Chair Bailey called the meeting to order at 7:00 P.M.
Roll Call
Present:
Chair Bailey; Commissioners Gagne, Gniffke, Packard, White, and Woodruff; Council
Liaison Turgeon, and Planning Director Nielsen
Absent:
Commissioner Conley
APPROVAL OF MINUTES
· May 18, 2004
Gagne moved, Packard seconded, Approving the May 18, 2004 Planning Commission Meeting
Minutes as amended on Page 3, Item 2, Second Motion, change "signs" to "sign". Motion passed
4/0/2, with Gniffke and Woodruff abstaining, due to absence at that meeting.
1. 7:00 P.M. PUBLIC HEARING - PRELIMINARY PLAT - SLEEPY HOLLOW WOODS
Applicant: Tradewinds Concepts, Inc.
Location: 5610 and 5650 Grant Lorenz Road
Chair Bailey opened the Public Hearing at 7:01 P.M., noting the procedures utilized in the Public Hearing
process. He also stated items recommended for approval would be placed on the June 14,2004, Regular
City Council Meeting Agenda for further consideration.
Director Nielsen explained the applicant had submitted plans for the development of 7.05 acres of land
located on the west side of Grant Lorenz Road, approximately 200 feet south of Noble Road. The
applicant proposed subdividing the property into six lots, one of which had an existing home on it.
The property was zoned R-IA, Single-Family Residential and was characterized by a hill in the northwest
quadrant of the site that dropped off gradually to the west and south and somewhat more steeply to the
north and east. A significant drainage way occupied the east side of the site, running parallel with Grant
Lorenz Road. The site was densely wooded with deciduous trees, especially on the easterly third of the
property.
Director Nielsen went on to explain an existing home occupied the southeasterly portion of the property
with the driveway to that home situated approximately center of the site on Grant Lorenz Road. The
property was bordered on the north and south by single-family residential development, Minnewashta
Elementary School property to the west of the site, and Grant Lorenz Road formed the easterly boundary
of the site.
Director Nielsen then explained the applicant had submitted a preliminary plat for the property with
several items requiring resolution. He further explained how the proposed development complied with
City Code requirements according to issues with the City Zoning Code, the City Subdivision Code, and
Tree Preservation and Reforestation.
PLANNING COMMISSION MEETING MINUTES
June 1, 2004
Page 2 of 8
~
With regard to the Zoning Code, Director Nielsen stated all six lots met the minimum width requirements,
however, Lots 3 and 4 remained half a foot short of the minimum depth requirement. This was
considered minor, and could be corrected in the final plat. Also, he noted, while the City typically did not
advocate all houses be lined up at the minimum front building line, three of the building pads appeared to
be back further on the lots than necessary. The building pads for Lots 5 and 6 were shown 85:!: feet from
the street, and the pad for Lot 2 extended into the required rear yard setback. These pads should be pulled
toward the street to reduce tree loss at the back of the lots and to minimize drainage onto adjoining
properties.
With regard to the Subdivision Code, Director Nielsen went on to explain issues for resolution remained
regarding the proposed street, the grading drainage and erosion control plan, and utilities. The proposed
street width was shown in the plans as being 32 feet in width. Since Shorewood's requirement for street
width was 24 feet in width, a reduction was necessary. Also, while the street was located approximately
10 feet north of the driveway for the existing home, it was expected that the existing home would be
accessed from the new street. This driveway should be shown on the grading plan for the project, and a
name for the street should be designated on the preliminary plat.
Several issues of concern remained with regard to the Grading, Drainage, and Erosion Control plan
submitted by the developer. Specifically, runoff calculations for the site were needed, and a detailed
grading plan showing existing and proposed site contours, low floor elevation, garage floor elevation and
driveway grades should be required. This would help to address drainage concerns and better determine
trees to be lost in the development process. It was further recommended the developer consult with a
builder to make sure that the lots were graded to accommodate the size and style of homes that would
occupy the lots. The developer was also reminded driveway grades should not exceed eight percent.
.
Further, the developer should have a wetland delineation prepared, identifying any wetlands that may be
subject to the Wetland Conservation Act. Also, while the preliminary plat included drainage and utility
easements around each lot, the plat was not consistent with the grading plan, which also provided
easements for the drainage way and ponding area on the east side of the site.
Director Nielsen recommended the developer's engineers work with the Minnehaha Creek Watershed
District regarding potential concerns of the District related to the proposed project.
With regard to utilities for the project, sanitary sewer was considered adequate to serve the site. Upon
approval of a fmal plat, the developer would be required to pay local sanitary sewer access charges
(LSSAC) in the amount of $6000. Credit was given for the lot with the existing home on it. Since city
water was not within reach of the property, the lots would be served by individual wells.
.
While the City's park plan did not identify a need for additional park land in the vicinity of the plat, the
City might consider requiring a short trail connection between the cul-de-sac and the school property.
This item should be referred to the Park Commission for its review and comment. Park dedication fees
for the project would amount to $7500, with credit being given for the lot with the existing house on it.
Director Nielsen recommended the developer submit a revised tree preservation and reforestation plan,
including tree replacement, prepared by a registered landscape architect or certified forester, along with
the revised, detailed grading plan.
In light of the issues raised herein, preliminary plat approval was not recommended at this time. Because
the issues of wetlandlponding might have some effect on the design of the plat, it was recommended that
a new grading, drainage and erosion control plan, along with a wetland delineation and revised tree
preservation/reforestation plan be submitted by the developer.
PLANNING COMMISSION MEETING MINUTES
June 1, 2004
Page 3 of8
Charles Melcher, representing the developer, explained he was quite concerned about the time given to
reply to the City's requirements for resolution of outstanding issues. He went on to state there were
several areas within the recommendations stated by the City's consultants, WSB & Associates that made
it difficult to submit a revised grading plan this evening. Specifically, he noted it was physically possible
to achieve the "freeboard" being requested. He further stated there was not a wetland on the site, and all
lots were designated full basement walkouts on the plans previously submitted plans. He requested the
City's Engineer and consulting engineers, review his submitted grading plan within three days and return
it to him for further consideration and additional work prior to Council review at the next Regular City
Council meeting.
Chris Kallstrom, 26335 Noble Road, concerned about the drainageway area and its close proximity to his
basement. He noted the area was quite close to his home in any weather, and especially in wet weather
similar to that ofthe past month.
.
William Ruoff, 26365 Noble Road, stated he and his wife had an interest in working with the City and
school district and previous property owner to designate this site as conservation open space, however, it
had recently been sold prior to fruition of that plan. He noted the steep topography sloped toward his
property. He shared photos demonstrating water flow damage in that area, and noted severe water
problems in his home with his sump pump continually running to eliminate and reconstruction of walls on
his property to redirect that water flow from the current property. He also explained Noble Road
currently overflowed the drainage ditch referred to in the applicant's plans. He was concerned for how
the proposed pond would address this issue, and impact surrounding homes in the area.
.
Mr. Ruoff stated noise pollution and construction inconveniences were quite prevalent with the
developer's most recent construction project in that same area, and he, and other area residents, did not
wish to see the same thing happen in this case. He was also concerned about a breakdown in
communication between the Minnehaha Creek Watershed District (MCWD) and the City regarding
renotification of residents with that most recent construction project, and stated the neighboring residents
wished for closer scrutiny and adherence to the process being utilized for construction in this project. He
noted drainage problems with the Country Club Meadows project, and questioned how those drainage
ponds were working. He also stated he was very concerned about, not only the current water issues for
his house and property, but was also quite concerned about how the new project would impact those
existing issues.
Mary Kelly, 5710 Grant Lorenz Road, stated she did not want a trail near her lot as there was
inappropriate activity on the playground. Also, she noted there was no traffic control or police presence
on Grant Lorenz to assist in speeding issues, and she was concerned for the increase in traffic and speed
on Grant Lorenz should the project move forward. She also questioned how wetlands were determined
on individual properties.
John Hanson, 26435 Noble Road, stated he was also quite concerned about drainage issues in the area,
and he encouraged the City to move slowly to work through this issue that would impact many in the
future. He also stated he thought it important to try to preserve as many trees as possible and maximize
the existing wildlife habitat. He also requested adherence to construction hours and encouraged
timeliness in the project. With regard to the trail, he would appreciate the implementation of a trail to the
school, but did not want the trail to further invite inappropriate activity in the area.
Dewey Carter, 26330 Noble Road, stated he was not the developer for the property on which he resides.
He also explained the MCWD's role in his previous construction activity in the area and noted with the
proposed development, he preferred to maintain a buffer on the north side of the project to help with
privacy issues and any potential drainage concerns that could be mitigated. He expressed his desire to
work with City Staff in a timely manner on this project. He further stated three of the five houses would
PLANNING COMMISSION MEETING MINUTES
June 1, 2004
Page 4 of 8
be built sooner rather than later. While he could empathize with the residents' concerns, he stated he had
done all that he could to work with the systems set forth for previous construction projects. He further
encouraged area residents to speak with him about the current project and he would do his best to resolve
issues of concern as much as possible. He further stated he would continue to work with City Staff so
that information could be shared clearly and concisely with those that had remaining questions. He stated
he appreciated the time the Planning Commission spent reviewing this project.
Chair Bailey closed the Public Testimony portion of the Public Hearing at 7:55 P.M.
Commissioner Gagne questioned how big the drainage pipes were under Noble Road, and noted concern
for increasing drainage in the area. Regarding the trail to the school, he recommended the trail be paved
and signed with development. He recommended the neighbors call the Chief of the South Lake
Minnetonka Police Department regarding speeding issues.
Commissioner Woodruff stated she was concerned about pond sizing and continued maintenance issues
in the future.
Commissioner White questioned whether the MCWO could specifically delineate the areas about the
wetland. Director Nielsen stated the MCWD needed to send a wetland delineator to the site to
specifically make that determination. Mr. Melcher explained the MCWO's perspective as it related to the
site, stating he believed the drainage would be improved as part of this project.
.
Commissioner Packard stated she wanted more engineering information about the project.
Commissioner Gniffke stated he wished to see more communication between the MCWO and the City
and residents. He stated the information presented at the last minute seemed to deserve more scrutiny to
make sure all information presented was correct for all parties involved.
Chair Bailey questioned the timeliness of the consultant's reports. Director Nielsen explained the City's
expectations for reporting and how it related to the preliminary plat review process. He also went on to
explain the technical aspects of the consultant's report related to "freeboard" and drainage issues in the
proposed plans.
In response to Commissioner Packard's question, Director Nielsen explained rate control issues related to
pond sizing, and how these issues impacted the Country Club Meadows project.
.
In response to the Commission's questions, Director Nielsen reviewed the noise and construction hours
for all parties present.
Commissioner White stated she would recommend as many trees as possible be kept adjacent to the
school for the benefit of the new homeowners. She noted the school fencing needed repair, and she also
stated she preferred any potential trail to the school be placed between lots 2 and 3.
Mr. Melcher briefly explained where trees would be saved on the project specifically related to the swale
area.
Woodruff moved, Gagne seconded, Continuing the Public Hearing on this case to the July 6, 2004,
Planning Commission Meeting. Motion passed 6/0.
Chair Bailey recessed the meeting at 8: lOP .M. and reconvened at 8: 15 P.M.
PLANNING COMMISSION MEETING MINUTES
June 1, 2004
Page 5 of 8
2. 7:15 P.M. PUBLIC HEARING C.D.P. FOR TELECOM FACILITY EQUIPMENT
Auulicant: Verizon Wireless, LLC.
Location: 24283 Smithtown Road (Co. Rd. 19)
Chair Bailey opened the Public Hearing at 8:16 P.M.
Director Nielsen explained Buell Consulting, Inc., on behalf ofVerizon Wireless, had submitted plans to
add a backup generator to their telecommunications facility, located at 24283 Smithtown Road. In
addition to a cellular tower and telecommunications building on the rear of the property, a used car lot
occupied the front half of the site. Both uses were subject to conditional use permits.
.
He went on to explain the property was zoned C-3, General Commercial and contained approximately
19,254 square feet of area. Director Nielsen explained the land uses and zoning surrounding the site
included County Road 19 and commercial sites in Tonka Bay to the north; and auto repair shop, zoned C-
3 to the east; Badger Field, zoned RI-C, Single Family Residential to the south; and a convenience store
with gas station, zoned C-3 to the west.
He also noted the proposed generator would occupy a space measuring approximately 3' x 12' and was
situated in a soundproof enclosure and surrounded by a six-foot high, board on board fence.
Director Nielsen further explained there were three issues of concern with the request. First, a number of
nonconformities existed with the site and were mostly associated with the car lot. Cars displayed for sale
were parked with no observance of setbacks. He explained it appeared these cars were parked right up to
the front and side lot lines. The parking lot was not curbed, making it difficult to control where display
cars were parked. The repair shop in the middle of the site was a pole barn, which was not allowed under
the current Code.
.
Noise was the second issue of concern and was considered easier to address. The applicant was required
to do whatever was necessary to comply with Minnesota Pollution Control standards. Director Nielsen
stated it should be noted the site was subject to two different thresholds, one for residential to the south
and a less stringent standard for the adjoining commercial properties. At the residential side of the site,
noise levels could not exceed 65 dba during the day and 55 dba at night. The threshold for the
commercial sides of the site was 70 dba both day and night.
The third issue of concern was screening, and it too, was considered relatively easy to resolve. The site
was already quite well screened from the park side of the site, at least during the "leaf-on" season. The
applicant proposed to add eight arborvitaes along the rear side of the site to enhance screening in winter.
Director Nielsen explained approval of this request should attempt to improve the conformity of the
subject property. He noted while it was impractical to require the existing pole barn to be removed, it
would be a great improvement to have the applicant install perimeter curbing for the parking lot. This
would resolve the setback issue for the display vehicles. The applicant should also be required to submit
a plan, consistent with the County Road 19 intersection plans and consistent with the landscaping
recommendations of the County Road 19 Corridor Study. Since that project would not be completed until
2005, it was recommended the City obtain from the applicant a cash escrow or letter of credit for one and
one-halftimes the estimated cost of the approved work.
John Rowe, of Buell Consulting, Inc., representing Verizon Wireless, LLC, explained there were working
with 21 sites in the metropolitan area. This generator request was in response to various JX)wer outages
throughout the country. He presented history of the site with respect to this request, noting this site was
one of the first in the metro. area. The proposed generator would operate one hour per week when there
was no emergency use needed and could be designated for any time that was convenient. The proposed
PLANNING COMMISSION MEETING MINUTES
June 1, 2004
Page 6 of 8
enclosure would serve as a sound muffler, and the proposed wooden fence would provide further sound
reduction. Sound testing data submitted by the applicant noted sound levels of 70 dba would occur 11
feet from the generator when running. Mr. Rowe also explained the owner of the site had agreed to
provide new poles, a new building front and a new sign for the property. He noted it was somewhat
difficult to proceed with the requests of City Staff as they related to the onset of construction for County
Road 19.
Seeing no present wishing to speak on this issue, Chair Bailey closed the Public Testimony portion of the
Public Hearing at 8:31 P.M.
Discussion ensued regarding clarification of fencing specifications, curbing requests, and obligations of
the site owner for this request.
White moved, Gagne seconded, Approving a Conditional Use Permit for a Telecommunications
Facility Equipment, subject to Staff recommendations, for Verizon Wireless, LLC., 24283
Smithtown Road (Co. Rd. 19). Motion passed 6/0.
Chair Bailey closed the Public Hearing at 8:44 P.M.
.
3. PUBLIC HEARING - SETBACK VARIANCE AND VARIANCE TO INCREASE
NONCONFORMITY OF EXISTING GARAGE
Auulicant: Thomas Thiss
Location: 6110 Ridge Road
Chair Bailey opened the Public Hearing at 8:45 P.M.
Director Nielsen explained the history of this request, noting this item had been continued from the May
18, 2004, Planning Commission at the request of the applicant.
Thomas Thiss, applicant, explained he had consulted with his attorney on this matter. His attorney had
stated it would be difficult to comply with the Code due to the steep topography and narrowness to the
roadway. He noted these issues presented uniqueness and hardship for the request. He shared photos of .
the site, noting the garage was built into the hill, thus, making relocation inappropriate. He further
explained a petition had been signed by the neighbors and adjacent propertyowners affirming his request.
Mr. Thiss thanked the Commission for its thoughtful consideration of his accessory structure.
Seeing no one present wishing to address the Commission regarding this case, Chair Bailey closed the
Public Testimony portion of the Public Hearing at 8:52 P.M.
Commissioner Gagne stated he thought Ridge Road presented a unique area in the City with regard to its
topography, narrow roadways and unique lot lines. While he understood the City had rules for certain
purposes, he had difficulty understanding what could be gained by the removal of this garage, and he had
no problem with the structure remaining there.
Commissioner Packard stated she was concerned for setting a precedent in this case. She also noted she
did not consider the garage to be an eyesore, and this case posed a tough situation.
Commissioner Gniffke stated he lived in the area, and noted the garage did not bother anyone in the
neighborhood, and he did not have a problem with it remaining there.
Commissioner Woodruff stated she was also concerned for the precedent being set in this case, and based
on previous recommendations related to similar cases, the garage should be removed.
PLANNING COMMISSION MEETING MINUTES
June 1, 2004
Page 7 of 8
Chair Bailey stated he understood the owner's desire to keep the garage, however, he noted the owner
already had a garage. He stated the laws were clear on issues such as this, and the criteria for variance
was not met in this case. He also noted nearby owners had overcome steep driveways through a variety of
means, such as heating coils in the driveway for wintertime use. He further stated he was concerned
about the lack of side yard setback in this case, as well as setting a new precedent. He stated he thought
the City should be correcting as many nonconforming structures as possible, when opportunity presented
itself.
Woodruff moved, Packard seconded, Denying a Setback Variance and a Variance to Increase the
Nonconformity of Existing Garage for Thomas Thiss, 6110 Ridge Road. Motion passed 4/2, with
Gagne and Gniffke dissenting.
.
4. MINOR SUBDIVISION / COMBINATION
ADDlicant: Bill Zucco
Location: 4485 Enchanted Point
Director Nielsen explained the applicant owned the property at 4485 Enchanted Point. The City owned a
portion of the property of this site, and Mr. Zucco had requested the City vacate that area of the property.
The City Council granted that request approximately one year ago in exchange for additional right of way
since Enchanted Point was considered such a narrow roadway. The simple subdivision and combination
was not approved at that time, and thus, had necessitated this request. Should the property ever become
developed further, this action would help to bring the property into conformity.
Woodruff moved, Gagne seconded, Approving a Minor Subdivision and Combination for Bill
Zucco, 4485 Enchanted Point. Motion passed 6/0.
5. MATTERS FROM THE FLOOR
No matters from the floor were presented this evening.
.
6.
DRAFT NEXT MEETING AGENDA
Director Nielsen explained issues related to historic preservation, C-l,Neighborhood Convenience and C-
2 Auto-Oriented Commercial Zoning Districts, as well as an Ordinance Amendment for Average
Setbacks were also slated for the June 15, Planning Commission Agenda.
7. REPORTS
· Liaison to Council
Commissioner Gagne reported on matters considered 'and actions taken at the May 24, 2004, Regular City
Council Meeting (as detailed in the minutes of that meeting).
· SLUC
No report given.
· Other
There were no other reports given.
\.
MEMORANDUM
.
TO:
FROM:
DATE:
RE:
FILE NO.
BACKGROUND
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD. SHOREWOOD. MINNESOTA 55331-8927 · (952) 474-3236
FAX (952) 474-0128. www.cLshorewood.mn.us. cityhall@cLshorewood.mn.us
Planning Commission, Mayor and City Council
Brad Nielsen
27 May 2004
Verizon Wireless - C.U.P. Modification
405(04.14)
Buell Consulting, mc., on behalf of Verizon Wireless, has submitted plans to add a
backup generator to their telecommunications facility, located at 24283 Smith town Road
(see Site Location map - Exhibit A, attached). m addition to a cellular tower and
telecommunications building on the rear of the property, a used car lot occupies the front
half of the site (see Exhibit B). 'Both uses are subject to conditional use permits.
.
The property in question is zoned C-3, General Commercial and contains approximately
19,254 square feet of area. Land uses and zoning surrounding the site are as follows:
North:
East:
South:
West:
County Road 19, then commercial in Tonka Bay
Auto repair shop; zoned C-3
Badger Field; zoned R-1C, Single-family Residential
Convenience store with gas; zoned C-3
The applicant's request is explained in a letter (Exhibit C), dated 23 March 2004. ,The
proposed generator is shown in Exhibit C-3. It occupies a space measuring
approximately 3' x 12' and is situated in a soundproof enclosure and a six-foot high,
board on board fence.
n
~J PRINTED ON RECYCLED PAPER
=# 8. A.
Memorandum
Re: VerizonC.U.P.'
27 May 2004
ANAL YSISIRECOMMENDATION
There are three primary issues associated with this request: 1) a number of
nonconformities exist on the site; 2) noise; and 3}screening. Of these, the existing
nonconformities are most significant, and are mostly associated with the car lot First,
cars displayed for sale are parked with no observance of setbacks. It appears that these
cars are par~ed right up to the front and side lot lines. The parking lot is not curbed,
making it difficult to control where display cars are parked. The repair shop in the middle
of the site is a pole barn, which is not allowed under the current Code.
.
Noise is somewhat easier to address. Simply put, the applicant must do whatever is
necessary to comply with Minnesota Pollution Control standards. It should be noted that ,
the site is subject to two different thresholds, one for residential to the south and a less
stringent standard for the adjoining commercial properties. At the residenti~l side of the '
site, noise levels can not exceed 65 dba during the day and 55 dba at night The threshold
for the commercial sides of the site is 70 dba both day and night
Screening, too, is relatively easy to resolve. , The site is already quite well screened from
the park side of the site, at least during the leaf-on season. The applicant proposes to add
, eight, arborvitaes along the rear side of the site to enhance screening in winter.
.
Approval of this request should attempt to improve the conformity of the subject ,
property. While it is impractical to require the existing pole barn to be removed, it would
be a great improvement to have the applicant install perimeter curbing for the parking lot
This would' resolve the setback issue for the display vehicles. Much of the curbing in
front of the site should be provided by the County Road 19 project, scheduled to
commence this summer. The applicant should be required to submit a plan, consistent
with the County Road 19 intersection plans anq consistent with the landscaping
recommendations of the County Road 19 Corridor Study. Since that project will not be
completed until 2005, it is recommended that the City obtain from the applicant a cash
'escrow or letter of credit for one and one-half times the estimated cost of the approved
work.
Cc: Craig Dawson
Tim Keane
Larry Brown
John Rowe
-2-
. ~\,\ \: \\\ \\ - &,-r:
, /~ k1l ~ - ~.~ . ~ --::
. '" - Tl/a"";v;;-~.. -~ \\
. ~ -..;;:;;- I. \\
o ~ ,\ /. ~
~ ~. ~~ "'I ~q- . '\\ \ \
g I- ~\ \ \ \ ~ -
o 0 ( I ~ - ~ ~\ \;
~ it ~ E =~ , I, L /__.,.-1
CI) l-- ~ 0 lJJ v
[5 ~~6 ~ U~..~ \ --
5 , r 1AT! \~\ ~ \, ~ · · t
,,{ \ I / 01 \'l-S--\~ ~ ~
~~..) 11/ If 'I \ · ~ \fl
J! - LJ!/ / '1 ,'. \~ ~~liJ-LJ\ ~ \~ ~
([ 7 / /' I ~.OOM".H' ~ \
I ~ PI r\ u~ ~)
I 1\ ~ CD CD r--_ I
I - 'r\ -. - ~ ~
~ #..L- .. ~ ~~"1CJ ( I ____
\J ~ U;,~
/- ~~\ \~\
bV- \
J ~-l \
0ro'11 \\, n
\ .~ =u ~
~~ \\--
~!L ,
ynlVJ.S
/ I I i I
~ I Ii
)1" 11'
I I I I I I
~~
;z ....c: ~
~
-
I -~
_w
~ ~
~ -:;:::/. =
--
,J
..., no.uNVn
\
) .1
~ \\
H \
k;1o~ \.
l\\ ~
-
-
Exhibit A
SITE LOCATION
,...- Verizon Wireless CUP
.
.
'ROAD --~
TOWN I --~
S ,. I T H I -- ~
IV' ~ __ ~
_ - ---- ~-ir - .~UD/TOR'S
,1
I:
,\:1 CM l.-6t"
'l-"
\:1 ",
\ i\ "-
L'
~:
<:
l- " :: II
r-... "lfl"l
--- ~ .: '\ "
~ ~ '1 : lit: >" <.... ..(ltlu....
"C ::E 1 1 " "'\ ....
~ ~ ef, ............\, \
~ ) 1':)1 '$.? ~ 2-12" 0
~ :.'-981-=
Vi, ".
:: . ., _" 17 - -r-
~" ~ --:;;t// ~ ~:/~r\tntto('"
~ ,. 1 \-- /.1~"G (1l 2-2S:ASH ,
, ,^""o/r r ~~/t. ;\~\..6\~C/Oi
"- 1,( GATE ../ '
, (:, h' /" // i <::l
~ :<:::>
, 1 / I~
j: I GR~'!..!.L_~ \ i'j
:~r': ~:+\No. 133// '(:~
!ry.:W'(O G ~ /
:: I fea> - 4' T~ 24 U / ~.: /.h
j !\. I ARBORVITAES of ~~s~ 0 .o..,-Jr....Q ::;.-:::
, i SEE 3/A2 ~r$.. / o:--=..:::--.......:::~~...
J;'i'l ,.' ....- ~::;:;.-::::~:....::::-:::
:\ IOr\~O ....:.-.:-- ---;~:::;;....-: ::;...-: :::...--::: ~
-I L!-...J.::?" ~ ~ ::::- ~ ~....... :A6Y
: 't--. 0 ~ ___ .........:-?~~. ........:.::::;;-
I I ~~ :.d-~~ ~~"~
I -:;:.::...~""...................-:: :::..-----/'
:, /:~~............~~~",.
~. ~~,r ~ . ....... __"'~ -
NORT /? ::;:;.- ........-:..:11~ ~"'?-
~1r~~~~~/~~o\lS
/~~' '8\~\l\l.
ffi /~"'''''1 SITE PlAN
.F SCALE: 1" = 300'.0"
1'-1
~
NEW GENERATOR
SEE 1!A2-
BITUMINOUS
"
"
,"
"
ION
"
EXIST1NG MONOPOlE
EXIST1NG CHAI"
lINK FENCE TOI
BE REPlACE WITH
8'0" CEDAR FEta:
SEE DETAIl 4!A-2:
t
Ncu't '"
ND-\ ~ ~~(-t..
GRAPHIC SCALE
r 1 ~
Exhibit B
PROPERTY SURVEY
600'
FILE COpy
BUELL CONSULTING, INC.
905 Jefferson Avenue, Suite 210
Saint Paul. Minnesota 55102-4740
(651) 225-0792
Fax (651) 225-0795
Writer's Direct Line
. (303) 220-9100
Site Acquisition
Permitting
Site Management
C V fJ i"\:/:"""'( iit""'/
March 23,2004
Mr. Bradley J. Nielsen, Planning Director
City of Shorewood
5755 Country Club Road
Shorewood, MN 55331
--- .-..- .. --,...
--'" ~
RE: ~~~"o~..... 'Y!:,eless Co~unications Site
~Qr.e;wGod
. Dear Mr. Bradley 1. Nielsen,
Thank you for taking time to talk with me and reviewing my inquiry last week. This
letter confirms our conversation. Buell Consulting, Inc. represents Verizon Wireless.
Verizon Wireless currently operates a cellular base station at 24283 Smith Town Road,
Shorewood, MN. Verizon Wireless leases space on that property from Jeffrey C.
Williams. Verizon Wireless proposes to add an emergency generator to the facility. As
we discussed, the emergency generator will be set within the facility on a 4' by 7' 6"
concrete pad. Detailed specifications for the proposed generator, the pad and the new site
plan sketch are attached for your information.
.
As you confirmed, the addition of this generator as planned on this particular site will
require a Conditional Use Permit because the portion of the property used as an auto sales
lot is non-conforming with the city code. Specifically, the cars on display for sale are not
setback from the property line and there is no landscape screening of the used car lot
from the park on the south of the property . You indicated the City's desire to condition
the approval for any inquiry such as this emergency generator proposal of Verizon
Wireless upon the opportunity for the City to bring the entire parcel into conformity.
Thank you,
,
o;)?
uell Consulting
Agent for Verizon Wireless
CC:
Billie Mozee, Verizon Wireless (via Fax)
Jeffrey C. Williams, 2710 Long Acres Dr., Chanhassen, MN 55317
Exhibit C-l
APPLICANT'S REOUEST LETTER
MAR
2 9 2004
33'8"
14'4" 19'4"
10'2" 9'2"
Q)
.....
Q)
r--.....
~
?t'
~ +"
.......
~ ',---
'"
..q-
~ , '.
- 26'0"
Q)
..... VERIZON WIRELESS
N
N ~ ,~t\"j ~v~ \c\", "j
-------- :. Propo~d
.~-C W\.f. r <<t 0 ~
:~---~-.:o:.--._-:-~-'
EXIST PAD
TO BE
REMOVED
7'8"
N
\~
"S'
FENCE IS 7' TALL WITH 12" BARBED WIRE
U.G. TANK
CONC SLAB TO BE REMOVED
TOWER PAD FOUNDATION, (19'5" x 19'5")
SITE PLAN
At
CXl I') PROJECT: NO.
~ ~ MIN SHOREWOOD
~ ~ 24283 Smi t h t own Road
;"3 Sho rewood. MN 55331
~ !;c
<> <>
1",,,,_r"'''''''''''''H,,,J'''>i!!''-''~'._''=j_.''''''m''"'''''''''0'''''1
o 8' 16'
verizon DESIGN....
vvireless :-::...... C-2
~. IIIf lllI6a-ll? gr~ =. ~.: I
('PIlI) .....1. (15Z) IOS-UII fAX __
Emergency Power Generator
Generac 30KW Diesel
.
;~
Ie
;:~~~'N"~"_
.
C-3
.
.
Page 1 of1
Brad Nielsen
From: ComRealEst@aol.com
Sent: Monday, May 10, 2004 9:20 AM
To: bnielsen@cLshorewood.mn.us
Subject: Verizon Wireless CUP Application, 55 db Sound Threshold
Bradley,
Attached is an Adobe Acrobat file that demonstrates the predicted distance
from the proposed emergency generator at which the noise level is expected
to be reduced to less than 55 db (as a result of adding the wooden fence
surrounding the generator to the sound enclosure of the generator, itself).
The distance predicted for the noise level to go below 55 db (during the one hour
per week it operates normally and during emergency use only) is 60 feet from
the generator. The size of this commercial lot is large enough to totally contain
any level above 55 db to the north or south and the threshold on the east and
and west only crosses the lot lines by a few feet (on relatively unused portions
of the two adjacent lots commercial lots ).
This prediction is based upon the existance of a hard surface, such as asphalt
or concrete. Because the surface is gravel and dirt the sound will attenuate faster.
Do you have any comments?
John Rowe
Buell Consulting, Inc.
Contractors to Verizon Wireless
P. O. Box 2523
Centennial, CO 80161-2523
303-220-9100 Direct line
303-618-4615 Portable
303-221-8420 Fax
Exhibit D-1
ESTIMATED NOISE
5/10/04
.~.CD'sSHOR!WDOO\CD'JSHORIWCODfanc&.dwg.5I1I2OO41:JI:27'M
.~)t/ViV
~
I
~
.....
I
I
II
i;j,
I~
~
I
~.
....
i
N
~~
~~
~gj
CIl
::j
m
"
5:
z
~I
I
I~
I~
;
I
Ii!
f8-!~ .'
)>
I
...,)",
112 ~ ~ SHEET CONTENTS: PROJECT:
. ;,;.ip.~ .ITU'.... MIN SHOREWOOD
'i~ .. GENERATOR ADD
, 24283 Smithlown Road
2 i ; Shorewood, MN 55331
VERIZON :::-.:-- DESIGN~
WIRELESS P\ylnlNIh.NN56442 :v== _~=.:
lIIZI~f""""" oUICItIICc:f
,........---...........
-------
..........-.-........
---................
.-..............----
___.._,,__aotA.
__"-CIA..........'.."
~
...
x
.
,"
ii
~
i
~
1ft
!
!
I
.
I
a
III
I
..
.
.
CITY OF SHOREWOOD
RESOLUTION NO.
A RESOLUTION AMENDING A CONDITIONAL USE PERMIT
FOR TELECOMMUNICATIONS EQUIPMENT (VERIZON)
WHEREAS, in December of 1983 the City of Shorewood granted a conditional use
permit for the construction of a telecommunications tower and equipment building at 24283
Smithtown Road (the Property), which permit is set forth in Shorewood Resolution No. 88-83;
and
WHEREAS, the Property is legally described as:
"That part of Lot 27, Auditor's Subdivision Number One Hundred Thirty-three
(133), Hennepin County, Minnesota described as beginning at the Southeast comer of
Block 1, Senn Addition; thence along the Easterly extension of the Southerly line of said
Block 1 a distance of 85 feet; thence Northerly parallel with the East line of said Block 1
to the Northerly line of said Lot 27; thence Westerly along said Northerly line to the East
line of said Block 1; thence Southerly along said East line to the point of beginning."
WHEREAS, V erizon Wireless has applied for an amendment to the conditional use
permit to allow a backup generator to be located on the Property; and
WHEREAS, the request was reviewed by the City Planner and his recommendations are
set forth in a memorandum, dated 27 May 2004, a copy of which is on file at the Shorewood City
Offices; and
WHEREAS, after required notice, a Public Hearing was held and the Applicant's
application reviewed by the Shorewood Planning Commission at it's regular meeting on
1 June 2004, the minutes of which meeting are on file at City Hall; and
WHEREAS, the Applicant's request was considered by the City Council at it's regular
meeting on 14 June 2004, at which time the Planner's recommendations and the minutes of the
Planning Commission were reviewed and comments were heard by the Council from the City
staff.
NOW, THEREFORE, BE IT RESOL YED by the City Council of the City of
Shorewood as follows:
FINDINGS OF FACT
1. The Property is zoned C-3, General Commercial and is occupied by an auto sales
lot, a telecommunications building and cellular telephone tower.
2. The Property is nonconforming in that the area used for the display of autos for
sale is not curbed and does not comply with Shorewood setback requirements and the site is
occupied by a pole barn that does not.
3. The applicant proposes to locate an emergency electrical generator in a space
approximately 3' x 12' on the site, as illustrated on Exhibit A, attached hereto and made a part
hereof.
4. The generator will be situated within a soundproof enclosure, inside a six-foot
high fenced area.
5. The property is bounded by County Road 19 on the north, commercial
development on the east and west, and residential (City parkland) on the south.
.
6.
Existing vegetation on the site provides adequate screening when leaves are on.
7. The Property will be subjected to some change by the reconstruction of County
Road 19, scheduled for 2004 and 2005.
CONCLUSIONS
1. The proposed use of the property is consistent with its current zoning and with the
Shorewood Comprehensive Plan.
2. The conditional use permit for the Property is hereby amended to allow an
emergency backup electrical generator to be located on the Property subject to the following:
.
a.
The Property shall be improved as illustrated on Exhibit.A, attached, including: 1)
the addition and continued maintenance of eight, six-foot high American
Arborvitae trees; 2) the installation of perimeter curbing around the existing
bituminous pavement area, but no closer than five feet from the side lot lines; and
3) landscaping in the future boulevard area consistent with Shorewood's County
Road 19 Corridor Study recommendations and subject to approval by the
Shorewood Planning Director.
The improvements required in a. above may be completed in conjunction with the
County Road 19 reconstruction project, provided the applicant provides a letter of
credit or cash escrow to guarantee that the improvements will be completed by 15
October 2005.
With respect to b. above, the applicant and the property owner shall enter into an
escrow agreement with the City.
The backup generator shall only be operated in emergency situations and as
necessary for periodic testing. Such testing shall be limited to the noon hour on
the first Tuesday of each month.
b.
c.
d.
-2-
.
.
e. Noise levels associated with the generator shall not exceed levels as prescribed by
the Minnesota Pollution Control.
3. The City Clerk shall provide Verizon Wireless with a certified copy of this
resolution for purposes of recording with the Hennepin County Recorder.
4. This resolution must be recorded within 30 days ofthe Applicant's receipt of a
certified copy hereof.
ADOPTED BY THE CITY COUNCIL of the City of Shorewood this 14th day of June 2004.
WOODY LOVE, MAYOR
ATTEST:
CRAIG W. DAWSON, CITY CLERK/ADMINISTRATOR
-3-
.
---
. L4~~ ~~ArJ
.~ Li/)! T() !~) "'.;
---
J -'"
--
--
--
_...-
--
---
...-
---
---
"--..
'..
.....
"
'.~
is....
>
-...
l-"~
'...-'
!-'"
-..
...1.....1
.J)
OUS
\II\~
~ \ "i U
GRAPHIC SCAU::
r ., I
o ~ ~o
1'-10.
L
NEW GENERATOR
SEE 1/1\1.-''"
EXISTING MONOPOLE
EXISTING CHAIN}
UN!( fENCE TO
BE REPlACE WITH
. B'O. CEDAR fENCE,
SEE DETAIL 4/A-2..
. t>-~'h~~
Exhibit A
"
CITY OF SHOREWOOD
RESOLUTION NO.
A RESOLUTION APPROVING SUBDIVISION AND COMBINATION
OF REAL PROPERTY
WHEREAS, the City of Shorewood (the "City") is the owner of certain real property
("City Property") located in the City of Shorewood, legally described as:
"The Northerly Half of the Westerly Half of Lot 21, Block 1, "ENCHANTED PARK"
LAKE MINNETONKA, Hennepin County, Minnesota"; and
.
WHEREAS, Francis J. Zucco and Mary Anne Grams, as trustees for the benefit of
Francis J. Zucco and for the uses and purposes set forth in the Will of Alice Drake Zucco, also
known as Alice D. Zucco, deceased (collectively, the "Trustees"), are the Hennepin County
Probate Court-decreed distributees of certain real property ("Zucco Property") located in the City
of Shorewood, legally described as:
"Lots 15, 16, 20, the Easterly Half of Lot 21, and the Southerly Half of the Westerly Half
of Lot 21, all in Block 1, "ENCHANTED PARK" LAKE MINNETONKA; Hennepin
County, Minnesota, according to the recorded plat thereof; and
WHEREAS, the City has constructed a road which encroaches on a portion of the Zucco
Property and the City Property abuts a portion ofthe Zucco Property); and
WHEREAS, the City and Trustees have agreed to exchange an equal amount of land to
enable the City to relocate and improve the configuration ofthe City road and to eliminate the
encroachment of the City road onto the Zucco Property; and
.
WHEREAS, to facilitate the exchange, the City and Trustees have agreed to subdivide
and combine their respective properties into four parcels legally described in Exhibit A, attached
hereto and made a part hereof; and
WHEREAS, the subdivision and combination proposed by the City and the Trustees
complies in all respects with the Shorewood Zoning Code.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of
Shorewood as follows:
1. The real properties legally described above be divided into four parcels, legally
described in Exhibit A, attached hereto and made a part hereof.
2. The proposed subdivision and combination is subject to the Trustees deeding
Parcels 1, 2 and 3 to the of Shorewood for public right-of-way and utility purposes.
#88
.
.
3. In consideration of the Trustees' conveyance of Parcels 1,2 and 3 to the City, the
City agrees to convey Parcel 4 to the Trustees or their successors or assigns.
4. The City Clerk will furnish the Trustees with a certified copy of this resolution for
recording purposes.
5. The Trustees will record this resolution together with the deeds referenced in 2.and
3. above with the Hennepin County Recorder or Register of Titles within Sixty (60)
days of the date ofthe certification of this resolution.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHOREWOOD this 14th day of
June, 2004.
WOODY LOVE, MAYOR
ATTEST:
CRAIG W. DAWSON, CITY/ADMINISTRATOR/CLERK
-2-
EXHIBIT A
Parcell to be transferred from Trustees (Zucco) to the City of Shorewood
.
That part of the Easterly Half of Lot 21, Block 1, ENCHANTED PARK LAKE
MINNETONKA, which lies northerly ofthe following described line:Commencing at the
Southwest comer of North half of the West Half of said Lot 21; thence on an assumed
bearing of South 48 degrees 06 minutes 12 seconds East along the South line of said
North half ofthe West Half a distance of 14.00 feet tothe point of beginning of the line
being described; thence North 11 degrees 48 minutes 00 seconds East a distance of 25.92
feet; thence along a tangential curve concave to the east having a radius of73.00 feet and
central angle of33 degrees 35 minutes 00 seconds a distance of 42.79 feet to a point of
compound curvature; thence along a tangential curve concave to the southeast having a
radius of35.00 feet to its intersection with the west line of said East Half; thence easterly
to a point on the North line of said East Half of Lot 21 distant 34.13 feet easterly, as
measured along said North line, from the most northerly comer of said East Half, and
said linethere ending.
Parcel 2 to be transferred by the Trustees (Zucco) to the City of Shorewood
The Northerly 21.30 feet of Lot 16, Block 1, ENCHANTED PARK LAKE
MINNETONKA, Hennepin County, Minnesota
Parcel 3 to be transferred by the Trustees (Zucco) to the City of Shorewood
That part of Lot 20, said Block 1, which lies easterly of a line drawn from the point of
intersection of the South line of the North 21.30 feet of said Lot 16 with the East line of
said Lot 20, to a point on the North line of said Lot 20 distant 25.58 feet Westerly, as
measured along said North line, from the Northeast comer of said Lot 20.
. Parcel 4 to be transferred from the City of Shorewood to the Trustees (Zucco)
That part of the North Half of the West Half of Lot 21, Block 1, ENCHANTED PARK
LAKE MINNETONKA, Hennepin County, Minnesota, which lies easterly of the
following described line: Commencing at the Southwest comer of said North Half of the
West Half: thence on an assumed bearing of South 48 degrees 06 minutes 12 seconds
East along the South line of said North Half of the West Half a distance of 14.00 feet to
the point of beginning of the line being described; thence North 11 degrees 48 minutes
00 seconds East a distance of25.92 feet; thence along a tangential curve concave to the
east having a radius of73.00 feet and central angle of33 degrees 35 minutes and 00
seconds a distance of 42.79 feet to a point of compound curvature; thence along a
tangential curve concave to the southeast having a radius of35.00 to its intersection with
the east line of said North half of the West Half, and said line there ending.
-3-
~
...
CITY OF
SHOREWOOD
5755 COUNTRY CLUB ROAD · SHOREWOOD, MINNESOTA 55331-8927 · (952) 474-3236
FAX (952) 474-0128 · www.cLshorewood.mn.us. cityhall@ci.shorewood.mn.us
MEMORANDUM
TO:
Planning Commission, Mayor and City Council
.
DATE:
26 Apri12004
--:2"~~J f; C:"'f.
- "'~ {) ......"j~G..
_~~.M..:
/u~4'V:{1 ~
FROM:
Brad Nielsen
RE:
Kelsey, Thomas- Minor Subdivision
FILE NO.:
, 405 (04.15)
BACKGROUND
.
Mr. Thomas Kelsey is the owner of the property located at 5705 Smithtown Way (see
Site Location map - Exhibit A, attached). He proposes to subdivide the lot into two
building sites as shown on Exhibit B.
The property is zoned R-IC, Single-Family Residential, is occupied by Mr. Kelsey's
home and a detached garage, and contains 61,755 square feet in area. Theproposed lots
will be 41,755 square feet and20,000 square feet in area.
ANAL YSISIRECOMMENDATION
Both of the proposed lots comply with the requirements of the R-IC zoning district. The
building pads illustrated on Exhibit B also comply with setback requirements. Although
half the size of the easterly lot, the westerly !ot is still considered to be quite buildable.
Sanitary sewer is available to the new lot, although a new service may have to be
constructed at such time as someone applies for a building permit. With that, it is
recommended that the minor division be approved subject to the following:
1. The applicants must provide legal descriptions for the proposed lots.
ft
~J PRINTED ON RECYCLED PAPER
=# 8. L.
Memorandum
Re: Kelsey Minor Subdivision
26 April 2004
,
2. The applicants must provide legal descriptions and deeds for drainage and utility
easements, 10 feet on each side of each lot line.
3. The applicants must provide an up-to-date (within 30 days) title opinion for
review by the City Attorney.
4. Items 1-3 must be submitted prior to the request being scheduled for City Council
review, but no later than 30 days. .
.
5.Pri<,>r to release of the resolution approving the request, the applicants must pay.
one park dedication fee ($1500) and one local sanitary sewer access charge
($1200). Credit has been given for the lot with the existing house on it.
6.' Since the division itself does not result in the removal of any trees from the
property, tree preservation and reforestation can be addressed at the time building
permits ~e applied for.
7. The applicant will likely want to record the subdivision before the existing
detached garage can be removed. If so, an estimate of the cost of demolition must
, be submitted, from which aletter of credit will be required to guarantee that it will
be removed within 90 days.
Cc: Craig Dawson
Larry Brown
Tim Kea.r;te
. Thomas Kelsey
-2-
......J
-
/ r--~
-~
~
~ =
\ I I I
\ \ r- =u I ,I
~=iL.1 \-:-
. ) / I ~
- '--
-{.,~ \\ ~ ~ 141
~~~ '\.. /' J /
~~ ~~- lk\jj
"* ~ " <<1~ / /
. : .. ~ \\ (0\ ~ 1 t
. .. ~-~ ~
"* "* ... "* ~iii~~ ~ -kg=i
-. 2 :s'-g.,
::I ...
"* "* "* Cl)D.
V1 nO~INW/
---'
- r
\
....oil( ~
il
.,
"*
"*
"*
-l
"*
"* "*
~
f---
I
~ 1--5
~ . I
~
/
~"'~ r-
~ -= I '\. ~~ 'V--
~- "''' \
~ \ \ """"
~\ ~ ""
\,~ "" I
'\~ t\. '"
I \Y1 ~
U '\ ~S "
f\ ~I/
III
a . zN3110 ~NWEl
I
1'\
~
all V>l311n3
all V>l3lln3
U \~ "* "* "*
-
K c;Z \<,
~'y~..~J
........- "*
"* "*
5
~
I
II)
all M3IIoMOCI\I3Vl
--
,\
\ \\
Y \\
\\ \\
~\ 1\\ . . --
\\ \
\\
"* "*
"*
-=
"* "*
.,~
>.,;
~
c
o
~
~
ff
1
r
~.
7\ "* .~~ )A---
~
~
~
I I I 1.1 r
Exhibit A
SITE LOCATION
I Kelsey Minor Subdivision
.
.
-~
--
{'l'O~9 M.tO,OI.OON
--~
.............--
.......... ------ 1\ h )
\~ /
\ ~
\ //~..--
a\ 1/1
~, \ TTT
i \// I
PI
I {( . ~
t3
.~
-q:;
~
.
-
II
L5
0::
-q:;
(
"
-...-...-...-...-...-...-...........--...--......
OL'l6t
-...-...-...-.'.-...-...-...-....
-.
6{,'S'Jr{,
->
<-
()
--
C/)
,-
-~
--
c~
("y"
-~
--
Exhibit B
PROPOSED DIVISION
.
.
CITY OF SHOREWOOD
RESOLUTION NO.
A RESOLUTION APPROVING SUBDIVISION
OF REAL PROPERTY FOR THOMAS KELSEY AND INGRID SCHAFF
WHEREAS, Thomas Kelsey and fugrid Schaff (Applicants) have an interest in certain
real property in the City of Shore wood, County of Hennepin, State of Minnesota, legally
described in Attachment I, attached hereto and made a part hereof; and
WHEREAS, the Applicants propose to subdivide the property into two lots as legally
described in Attachment ITa and llb , attached hereto and made a part hereof; and
WHEREAS, the subdivision requested by the Applicants complies in all respects with
the Shorewood Zoning Code.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Shorewood as follows:
1. The property legally described in Attachment I be divided into two parcels, legally
described in Attachment ITa and llb, attached hereto and made a part hereof.
2. The City Clerk furnish the Applicants with a certified copy of this resolution for
recording purposes.
3. Prior to the Applicants receiving this resolution, they will enter into an escrow
agreement with the City of Shorewood, which agreement shall guarantee that the existing
detached garage located on the property will be removed by 15 September 2004.
4. The Applicants shall record this resolution, together with the Drainage and Utility
Easements, described in Attachments ill and IV, attached hereto and made a part hereof, with the
Hennepin County Recorder or Registrar of Titles within thirty (30) days ofthe date of the
certification of this resolution.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHOREWOOD this 14th day of
June 2004.
WOODY LOVE, MAYOR
CRAIG W. DAWSON, CITY ADMINISTRATORlCLERK
.
.
LEGAL DESCRIPTION AT ABSTRACT ENTRY NO.1
That part of Lot 1, Eureka and Lots 99, 100 and 101 of Auditor's Subdivision Number 133,
Hennepin County, Minnesota, described as follows:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 0 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 620.13
feet; thence South 89 degrees 49 minutes 56 seconds West a distance of 56.00 feet;
thence North 0 degrees 10 minutes 04 seconds West, a distance of 52.87 feet to a line
distant 25.00 feet Southerly of measured at right angles to and parallel with the
Northwesterly line of said Lot 99, 100 and 101; thence South 48 degrees 54 minutes 34
seconds West along said parallel line, a distance of 95.25 feet to the point of beginning;
thence South 47 degrees 07 minutes 59 seconds East, a distance of 175.08 feet to a point
distant 491.70 feet North of and on a line, parallel with the West line of said Lot 1 drawn
North from a point on the South line of said Lot 1 distant 68.00 feet Easterly of the
Southwest corner thereof; thence South 0 degrees 10 minutes 04 seconds East, along said
parallel line a distance of 143.31 feet; thence South 89 degrees 48 minutes 43 seconds
West, a distance of 334.07 feet; thence North 0 degrees 11 minutes 17 seconds West, a
distance of 84.20 feet to a line distant 25.00 feet Southerly of, measured at right angles to,
and parallel with the Northwesterly line of said Lot 99, 100 and 101; thence North 48
degrees 54 minutes 34 seconds East along said parallel line a distance of 272.81 feet to
the point of beginning, together with an ingress and egress easement over and across that part
of the East315.99 feet of the Southeast Quarter of the Northeast Quarter of Section 32,
Township 117, Range 23, Hennepin County, Minnesota, and that part of the Southwest Quarter
of the Northwest Quarter of Section 33, Township 117, Range 23, Hennepin County, Minnesota,
lying Southerly of Smithtown Road, according to the plat of Eureka on file in the office of the
County Recorder, Hennepin County, Minnesota, and lying from 25 to 50 feet Southeasterly of
the center line of the main track of the Minneapolis and St. Louis Railroad now Chicago and
North Western Transportation Company as laid out and traveled.
Said Tract is more particularly described as commencing at the Southeast corner of the
Northeast Quarter of said Section 32; thence North 00 degrees 10 minutes 04 seconds East
assumed bearing, along the East line of said Section 32, distance of 693.50 feet to a point in the
South line of the Minneapolis and St. Louis Railroad now Chicago and North Western
Transportation Company right of way and the point of beginning of the Tract to be described;
thence North 48 degrees 54 minutes 34 seconds East 45.19 feet to the South line of said
Smithtown Road; thence North 75 degrees 05 minutes 26 seconds West along said South line
30.15 feet to a line drawn parallel with and 25 feet Southeasterly of said main track center line
thence South 48 degrees 54 minutes 34 seconds West along said parallel line 425.01 feet to the
West line of the East 315.99 feet of said Section 32; thence South 00 degrees 10 minutes 04
seconds East parallel with said East line 33.06 feet to the South line of said right of way; thence
North 48 degrees 54 minutes 34 seconds East along said South line 418.35 feet to the point of
beginning and that part of the east 315.99 feet of the Southeast Quarter of the Northeast
Quarter of Section 32, Township 117, Range 23, Hennepin County, Minnesota and the West
12.00 feet of the Southwest Quarter of the Northwest Quarter of Section 33, Township 117,
Range 23, Hennepin County, Minnesota, that lies between the Southeasterly line of the right-of-
way of the Chicago and Northwestern Transportation Company and a line 25.00 feet
Southeasterly of measured at right angles to and parallel with said right-of-way line.
ATTACHMENT I
.
.
PARCEL A
- Proposed Legal Description
That part of Lot 1, Eureka and Lots 99, 100 and 101 of AUDITOR'S SUBD/IIlSlON
NUMBER'133, Hennepin County. Minnesota, described as follows:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easteriy of the
Southwest comer of sald'Lot 1; thence on an assumed bearing (If North 0 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot, 1, a distance of 620.13
ieet; thence South 89 degrees 49 minutes 56 seconds West a distance of 56.00 feet;
thence North 0 degrees 10 minutes 04 seconds West, a distance of 52.87 feet to a line
distant 25.00 feet S9utherly of'measured at right angles to, and parallel with the
Northwesterly line of said Lot 99, 100 al}d 101; thence South 48 degrees 54 minutes 34
. seconds West along said parallel line, a distance of 95.25 feet to the point of beginning;
thence South 47 degrees 07 minutes 59 seconds East. 0 distance of 175.08 feet to a point
'distant 491.70 feet North of and on a line, parallel with the West line of said Lot 1 drawn
North tram a point on the ,South line of said Lot i distant 68.00' feet Easterly of the
Southwest comer therBot thBncB South 0 degrees 10 minutes 04 seconds East,' along said
parallel line a distance of 143.31 feet; thence South '89 degrees 48 minutes 43 seconds
West. a distance of 334.07 feet; thence North 0 degrees 11 minutes 17 seconds West. a
distance of 84.20 feet to a line dfstant 25.00 f~t Southerly of, measured at right angles to,
and par.allel with thB Northwesterly IlnB of said Lot 99, 100 and 10t; thence North 48
degreBs 54 mlnutBS 34 seconds East 'along said parallel line a distance of 272.81 feet to
the point of beginning.
That lies Westerly' of the following described line:
Commencing at a point On the South line of said Lot 1 distant 68.06 feet Easterly of the'
Southwest comer of said Lot 1; thence on an assumBd bearing of North 00 degrees 10
minutBS 04 seconds WBSf. parallel with the West line of said Lot 1, a distance of 348.39
feet; thBnce South 89 degrees 48 minutes 43 sBconds West, a distance of 160.17 teet to
the point of beginning of thB line to be described,' thence North 20 degrees 32 minutes 29
seconds West. a distance of t89.57 feet to ;, line distant 25.00 feet Southerly of. measured
at right anglBS to, and parallel with the Northwesterly /ine of said Lots 99, 100 and 101
and said line there terminating. ATTACHMENT IIa
.
.
PARCEL B
- Proposed Legal Description
That part of Lot 1. Eureica. and Lots 99. -100 and 101 of AUDITOR'S SUBDIVISION
NUMBER. 133, Hennepfn County, Mfnnesota, described as follows:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest comer of said Lot 1; thence on an assumed bearing of North 0 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, ,a distance of 620.13
feet; thence. South 89 degrees 49 minutes 56 seconds West a distance of 56.00 feet;
thence North 0 degrees 10 minutes 04 seconds West, a distance of 52.87 feet to a' line
distant 25.00 feet Southerly of measured' at right angles to and parallel with the
Northwesterly lIne of said Lot 99. 100 and 101; thence South 48 degrees 54 minutes 34
seconds West along said parallel line. a distance of 95.25 feet to the point of beginning;
thence South 47 degrees 07 minutes 59 seconds East, a distance of 175.08 feet to a point
distant 491.70 feet North of and on a line. 'parallel with the West line of said Lot 1 drawn
North from a point on the South line of said Lot 1 distant 68.00 feet Easterly of the
Southwest comer thereof; thence South 0 degrees 10 minutes 04 seconds East, along said
parallel line a distance of 143.31 feet; thence .South 89 degrees 48 minutes 43 seconds
West. a distance of 334.07 feet; thence North 0 degrees 11 minutes 17 seconds West,. a
distance of 84.20 feet to a line distant 25.00 feet Southerly of. measured at right angles to,
and parallel with the Northwesterly line of sold Lot 99, .100 and 101; thence North 48
degrees 54 minutes 34 seconds East along said parallel line a d.istance of 272.81 feet to
the point of beginning.
That lies Easterly of the following described line:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest comer of saId Lot 1; thence on an assumed bearing of North 00 degrees 10
minutes 04 seconds West. parallel with the West line of said Lot 1, a distance of 348.39
feet; thence South .89 degrees 48 minlltes 43 seconds West. a distance of 160.17 feet to
the point of beginning of the line to be described; thence North 20 degrees 32 minutes 29
seconds West. a distance of 189.57 feet to a line distant 25.00 feet Southerly of. measured
at right angles to, and parallel with the Northwesterly line of sold Lots 99. 100 and 101
and said line there terminating.
ATTACHMENT lIb
GRANT OF EASEMENT
THIS GRANT OF EASEMENT is made on the
day of June, 2004, by
Thomas J. Kelsey and Ingrid Schaff, husband and wife (Grantors), to the City of
Shorewood, a Minnesota municipal corporation (Grantee).
RECITALS
Grantors are the owners in fee simple of real property in the County of Hennepin,
State of Minnesota, which is legally described on Exhibit A attached hereto (the
Easement Tract). Grantee desires to use a portion of the Easement Tract for the
. construction and maintenance of drainage and utility improvements.
NOW, THEREFORE, in consideration of the sum of One Dollar ($1.00) and other
good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged by Grantors:
.
1. Permanent Easement - Grantors hereby grant to Grantee, its successors
and assigns, a permanent easement (the Permanent Easement) for drainage and utility
purposes over, under, upon and across that portion of the Easement Tract which is
legally described on Exhibit B. The Permanent Easement shall permanently run with the
title to the Easement Tract and shall inure to the benefit of and be binding upon the
parties hereto and their respective heirs, successors and assigns, including, but without
limitation all subsequent owners of the Easement Tract and all persons claiming under
them.
2. Use of Easement Tract - Grantors hereby agree that they will not perform
or allow or cause the construction of any improvements on the Permanent Easement
which could damage or obstruct the Permanent Easement or interfere with Grantee's
access to or Grantee's right to construct, maintain and repair the drainage and utilities
on the Permanent Easement.
3. Warranty of Title - Grantors represent and warrant to Grantee that they
are the only owners of fee simple title to the Easement Tract, and that there are no
undisclosed mortgages, contracts for deed, leases, rental agreements, occupancy
agreements, or any other encumbrances or verbal or written agreement of any nature
whatsoever affecting title to the Easement Tract. Grantors, on behalf of themselves,
their successors, and assigns, hereby indemnify and hold harmless Grantee against and
from all claims for loss, damage, or expenses which may be incurred or asserted by
Grantors or any party whose consent is required to be obtained hereunder, in
ATTACHMENT III
1
.
.
connection with this Grant of Easement or Grantee's use of the Permanent Easement
pursuant to this Grant of Easement.
4. Governina Law - This Grant of Easement shall be construed and
governed by the laws of the State of Minnesota.
IN WITNESS WHEREOF, the parties hereto have executed this Grant of
Easement on the above date.
GRANTORS:
Thomas J. Kelsey
Ingrid Schaff
GRANTEE:
CITY OF SHOREWOOD
By:
Its: Mayor
By:
Its: City Administrator/Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this
2004, by Thomas J. Kelsey and Ingrid Schaff, husband and wife.
day of June,
Notary Public
2
.
.
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this day of June,
2004, by and , the
Mayor and City Administrator/Clerk, respectively, of the City of Shorewood, a Minnesota
municipal corporation, on behalf of the corporation.
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
Robert H. Leibman
Attorney at Law
7841 Wayzata Blvd. Suite 215
St. Louis Park, MN 55426
3
.
.
EXHIBIT A
EASEMENT TRACT
That part of Lot 1 t Eureka and Lots 99, 100 and 101 of Auditor's Subdivision Number 133,
Hennepin County, Minnesota, described as follows:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 0 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 620.13
feet; thence South 89 degrees 49 minutes 56 seconds West a distance of 56.00 feet;
thence North 0 degrees 10 minutes 04 seconds West, a distance of 52.87 feet to a line
distant 25.00 feet Southerly of measured at right angles to and parallel with the
Northwesterly line of said Lot 99, 100 and 101; thence South 48 degrees 54 minutes 34
seconds West along said parallel line, a distance of 95.25 feet to the point of beginning;
thence South 47 degrees 07 minutes 59 seconds East, a distance of 175.08 feet to a point
distant 491.70 feet North of and on a line, parallel with the West line of said Lot 1 drawn
North from a point on the South line of said Lot 1 distant 68.00 feet Easterly of the
Southwest corner thereof; thence South 0 degrees 10 minutes 04 seconds East, along said
parallel line a distance of 143.31 feet; thence South 89 degrees 48 minutes 43 seconds
West, a distance of 334.07 feet; thence North 0 degrees 11 minutes 17 seconds West, a
distance of 84.20 feet to a line distant 25.00 feet Southerly of, measured at right angles to,
and parallel with the Northwesterly line of said Lot 99, 100 and 101; thence North 48
degrees 54 minutes 34 seconds East along said parallel line a distance of 272.81 feet to
the point of beginning. .
That lies Westerly of the following described line:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 00 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 348.39
feet; thence South 89 degrees 48 minutes 43 seconds West, a distance of 160.17 feet to
the point of beginning of the line to be described; thence North 20 degrees 32 minutes 29
seconds West, a distance of 189.57 feet to a line distant 25.00 feet Southerly of, measured
at right angles to, and parallel with the Northwesterly line of said Lots 99, 100 and 101
and said line there terminating.
.
.
EXHIBIT 8
PERMANENT EASEMENT
A drainage and utility easement over, under, upon and across a strip of land 10 feet wide,
adjacent to and parallel with, on the interior of the Easterly, Southerly, Westerly and
Northwesterly lot lines of the following described tract:
That part of Lot 1, Eureka and Lots 99, 100 and 101 of Auditor's Subdivision Number 133,
Hennepin County, Minnesota, described as follows:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 0 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 620.13
feet; thence South 89 degrees 49 minutes 56 seconds West a distance of 56.00 feet;
thence North 0 degrees 10 minutes 04 seconds West, a distance of 52.87 feet to a line
distant 25.00 feet Southerly of measured at right angles to and parallel with the
Northwesterly line of said Lot 99, 100 and 101; thence South 48 degrees 54 minutes 34
seconds West along said parallel line, a distance of 95.25 feet to the point of beginning;
thence South 47 degrees 07 minutes 59 seconds East, a distance of 175.08 feet to a point
distant 491.70 feet North of and on a line, parallel with the West line of said Lot 1 drawn
North from a point on the South line of said Lot 1 distant 68.00 feet Easterly of the
Southwest corner thereof; thence South 0 degrees 10 minutes 04 seconds East, along said
parallel line a distance of 143.31 feet; thence South 89 degrees 48 minutes 43 seconds
West, a distance of 334.07 feet; thence North 0 degrees 11 minutes 17 seconds West, a
distance of 84.20 feet to a line distant 25.00 feet Southerly of, measured at right angles to,
and parallel with the Northwesterly line of said Lot 99,100 and 101; thence North 48
degrees 54 minutes 34 seconds East along said parallel line a distance of 272.81 feet to
the point of beginning.
That lies Westerly of the following described line:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 00 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 348.39
feet; thence South 89 degrees 48 minutes 43 seconds West, a distance of 160.17 feet to
the point of beginning of the line to be described; thence North 20 degrees 32 minutes 29
seconds West, a distance of 189.57 feet to a line distant 25.00 feet Southerly of, measured
at right angles to, and parallel with the Northwesterly line of said Lots 99, 100 and 101
and said line there terminating.
, .
GRANT OF EASEMENT
THIS GRANT OF EASEMENT is made on the
day of June, 2004, by
Thomas J. Kelsey and Ingrid Schaff, husband and wife (Grantors), to the City of
Shorewood, a Minnesota municipal corporation (Grantee).
RECITALS
Grantors are the owners in fee simple of real property in the County of Hennepin,
State of Minnesota, which is legally described on Exhibit A attached hereto (the
Easement Tract). Grantee desires to use a portion of the Easement Tract for the
. construction and maintenance of drainage and utility improvements.
NOW, THEREFORE, in consideration of the sum of One Dollar ($1.00) and other
good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged by Grantors:
.
1. Permanent Easement - Grantors hereby grant to Grantee, its successors
and assigns, a permanent easement (the Permanent Easement) for drainage and utility
purposes over, under, upon and across that portion of the Easement Tract which is
legally described on Exhibit B. The Permanent Easement shall permanently run with the
title to the Easement Tract and shall inure to the benefit of and be binding upon the
parties hereto and their respective heirs, successors and assigns, including, but without
limitation all subsequent owners of the Easement Tract and all persons claiming under
them.
2. Use of Easement Tract - Grantors hereby agree that they will not perform
or allow or cause the construction of any improvements on the Permanent Easement
which could damage or obstruct the Permanent Easement or interfere with Grantee's
access to or Grantee's right to construct, maintain and repair the drainage and utilities
on the Permanent Easement.
3. Warranty of Title - Grantors represent and warrant to Grantee that they
are the only owners of fee simple title to the Easement Tract, and that there are no
undisclosed mortgages, contracts for deed, leases, rental agreements, occupancy
agreements, or any other encumbrances or verbal or written agreement of any nature
whatsoever affecting title to the Easement Tract. Grantors, on behalf of themselves,
their successors, and assigns, hereby indemnify and hold harmless Grantee against and
from all claims for loss, damage, or expenses which may be incurred or asserted by
Grantors or any party whose consent is required to be obtained hereunder, in
1
ATTACHMENT IV
.
.
connection with this Grant of Easement or Grantee's use of the Permanent Easement
pursuant to this Grant of Easement.
4. GoverninQ Law - This Grant of Easement shall be construed and
governed by the laws of the State of Minnesota.
IN WITNESS WHEREOF, the parties hereto have executed this Grant of
Easement on the above date.
GRANTORS:
Thomas J. Kelsey
Ingrid Schaff
GRANTEE:
CITY OF SHOREWOOD
By:
Its: Mayor
By:
Its: City Administrator/Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this
2004, by Thomas J. Kelsey and Ingrid Schaff, husband and wife.
day of June,
Notary Public
2
.
.
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this day of June,
2004, by and ,the
Mayor and City Administrator/Clerk, respectively, of the City of Shorewood, a Minnesota
municipal corporation, on behalf of the corporation.
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
Robert H. Leibman
Attorney at Law
7841 Wayzata Blvd. Suite 215
St. Louis Park, MN 55426
3
.
.
EXHIBIT A
EASEMENT TRACT
That part of Lot 1, Eureka and Lots 99, 100 and 101 of Auditor's Subdivision Number 133,
Hennepin County, Minnesota, described as follows:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 0 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 620.13
feet; thence South 89 degrees 49 minutes 56 seconds West a distance of 56.00 feet;
thence North 0 degrees 10 minutes 04 seconds West, a distance of 52.87 feet to a line
distant 25.00 feet Southerly of measured at right angles to and parallel with the
Northwesterly line of said Lot 99, 100 and 101; thence South 48 degrees 54 minutes 34
seconds West along said parallel line, a distance of 95.25 feet to the point of beginning;
thence South 47 degrees 07 minutes 59 seconds East, a distance of 175.08 feet to a point
distant 491.70 feet North of and on a line, parallel with the West line of said Lot 1 drawn
North from a point on the South line of said Lot 1 distant 68.00 feet Easterly of the
Southwest corner thereof; thence South 0 degrees 10 minutes 04 seconds East, along said
parallel line a distance of 143.31 feet; thence South 89 degrees 48 minutes 43 seconds
West, a distance of 334.07 feet; thence North 0 degrees 11 minutes 17 seconds West, a
distance of 84.20 feet to a line distant 25.00 feet Southerly of, measured at right angles to,
and parallel with the Northwesterly line of said Lot 99, 100 and 101; thence North 48
degrees 54 minutes 34 seconds East along said parallel line a distance of 272.81 feet to
the point of beginning.
That lies Easterly of the following described line:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 00 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 348.39
feet; thence South 89 degrees 48 minutes 43 seconds West, a distance of 160.17 feet to
the point of beginning of the line to be described; thence North 20 degrees 32 minutes 29
seconds West, a distance of 189.57 feet to a line distant 25.00 feet Southerly of, measured
at right angles to, and parallel with the Northwesterly line of said Lots 99, 100 and 101
and said line there terminating.
.
.
EXHIBIT B
PERMANENT EASEMENT
A drainage and utility easement over, under, upon and across a strip of land 10 feet wide,
adjacent to and parallel with, on the interior of the Northeasterly, Easterly, Southerly, Westerly
and Northwesterly lot lines of the following described tract:
That part of Lot 1, Eureka and Lots 99, 100 and 101 of Auditor's Subdivision Number 133,
Hennepin County, Minnesota, described as follows:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 0 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 620.13
feet; thence South 89 degrees 49 minutes 56 seconds West a distance of 56.00 feet;
thence North 0 degrees 10 minutes 04 seconds West, a distance of 52.87 feet to a line
distant 25.00 feet Southerly of measured at right angles to and parallel with the
Northwesterly line of said Lot 99, 100 and 101; thence South 48 degrees 54 minutes 34
seconds West along said parallel line, a distance of 95.25 feet to the point of beginning;
thence South 47 degrees 07 minutes 59 seconds East, a distance of 175.08 feet to a point
distant 491.70 feet North of and on a line, parallel with the West line of said Lot 1 drawn
North from a point on the South line of said Lot 1 distant 68.00 feet Easterly of the
Southwest corner thereof; thence South 0 degrees 10 minutes 04 seconds East, along said
parallel line a distance of 143.31 feet; thence South 89 degrees 48 minutes 43 seconds
West, a distance of 334.07 feet; thence North 0 degrees 11 minutes 17 seconds West, a
distance of 84.20 feet to a line distant 25.00 feet Southerly of, measured at right angles to,
and parallel with the Northwesterly line of said Lot 99, 100 and 101; thence North 48
degrees 54 minutes 34 seconds East along said parallel line a distance of 272.81 feet to
the point of beginning.
That lies Easterly of the following described line:
Commencing at a point on the South line of said Lot 1 distant 68.06 feet Easterly of the
Southwest corner of said Lot 1; thence on an assumed bearing of North 00 degrees 10
minutes 04 seconds West, parallel with the West line of said Lot 1, a distance of 348.39
feet; thence South 89 degrees 48 minutes 43 seconds West, a distance of 160.17 feet to
the point of beginning of the line to be described; thence North 20 degrees 32 minutes 29
seconds West, a distance of 189.57 feet to a line distant 25.00 feet Southerly of, measured
at right angles to, and parallel with the Northwesterly line of said Lots 99, 100 and 101
and said line there terminating.
.
.
"
5755 COUNTRY CLUB ROAD. SHOREWOOD, MINNESOTA 55331-8927. (952) 474-3236
FAX (952) 474-0128. www.cLshorewood.mn.}ls. cityhall@cLshorewood.mn.us
CITY OF
S.HOREWOOD
MEMORANDUM
TO:
Planning Commission, Mayor and City Council
FROM:
Brad Nielsen
DATE:
29 April 2004
RE:
Thiss, Thomas - Variance tofucrease the Nonconformity of a
Nonconforming Structure
FILE NO.:
405 (04.10)
BACKGROUND
In April, the City approved a minor subdivision of the property at 6110 Ridge Road (see
Site Location map - Exhibit A, attached), owned by Mr. Thomas Thiss. A condition of
that approval was that a nonconforming garage on the property would be moved or
removed from the property. Mr. Thiss indicated at the time that he would like to keep the
existing garage and would apply for a variance in order to do so. His request letter for
the variance is attached as Exhibit B.
You will recall that the original subdivision application included a variance to the bluff
setback requirements for the new lot. As noted in a 5 March staff report, the garage in
question is already nonconforming with respect to side yard setbacks. fustead of the
required lO-footside yard minimum, the garage is only 1.2 feet from the northerly lot
line. fu addition the nonconformity would be increased by the subdivision in that it
would not comply with the new front yard setback requirement that would result from the
proposed subdivision. Once the new lot line is recorded, the front yard setback for both
lots becomes 65 feet measured from the traveled surface of the road (15' + 50' for private
roads). The garage, according to the applicant is 27 feet from the road.
#.
~~ PRINTED ON RECYCLED PAPER
J/:g,D
.
.
Memorandum
Re: Thiss - Variance to Increase Nonconformity of Nonconforming Structure
29 April 2004
ANAL YSIS/RECOMMENDATION
Aside from minimum lot size and buildability, one of the items considered in the review
of subdivision requests is how the property complies or will comply with building
setback requirements for the zoning district in which the property is located. While the
building is "grandfathered in" with respect to the nonconforming side yard requirement, a
change, such as the proposed subdivision, provides the City with the opportunity to
correct the nonconformity. Equally important is that the division not create or increase
existing nohconformities.
; . .
, '
The City has committed to bringing nonconforming structures, particularly accessory
structures, into conforrriity with the Code when opportunities are presented. Section
120.03 Subd. 1. m'. of the Zoning Code was specifically adopted to address
, nonconforming accessory buildings and states:
"ni: Existing nonconformingiccessorystructuresshall be removed or brought
into conformity with this Code, as required in Section 1201.03 Subd. 2.d.(4)(c), or
in instances where the gross floor area of the principal structure is being increased
by fifty percent (50%) or greater in any 12-month period."
The applicant cites the risk of environmental damage as grounds for not taking down the
building.. This need not be the case. The garage can be demolished from within the
structure. The applicant would only have to remove enough of the existing concrete
walls that currently set into the slope to match the exi'sting grade. The remaining cavity
can then be filled in and landscaped. With respect for parking space, the applicant is
accurate with respect to the existing driveway for the property. This is the reason the
original report suggested the addition of a parking space along the road. This has been
required in other locations on Ridge Road and doubles as a spot for oncoming carsto pull
over on the very narrow street.
As a final note, allowing the nonconforming garage to remain can have a detrimental
effect on the ultimate open space on Ridge Road. This is because the City's "aVyrage
setback" pro:vision allows structures on adjoining lots to be closer to the road based on
existing structures. This provision is a valuable tool for existing properties, but its use
'should be minimized where possible. Removal of the subject garage would ensure that it
would not be used to allow future structures on the two adjoining lots to be closer to the
road than the desired/required building setbacks would allow.
Based on the preceding, the stipulation contained in the resolution approving the
subdivision should be upheld.
Cc: Craig Dawson
Tim Keane
Thomas Thiss
-2-
7 April, 2004
City of Shorewood
5755 Country Club Road
Shorewood, MN 55331
Re: Thiss, Thomas - Minor Subdivision & Bluff Setback Variance
Dear Commission,
.
The recommendation calls for the relocation or removal of my garage at 6110 Ridge
Road. This variance is my request to retain it. I submit that its relocation would involve
unnecessary environmental degradation.
Tucked back 27' from the road and framed by two large trees just inches away, the
garage has stood unobtrusively for 56 years (1948). The back of the garage rests at roof
level with the rising slope of the land. To meet the SO' setback would entail massive
excavation. Relocation clearly does not serve the best interest of the land.
.
Nor does it make sense to remove it. The garage serves as a shelter for our car during
inclement weather. Our driveway curves such that it cannot be navigated under many ice
and snow conditions. I use it frequently every winter. Furthermore, there are other homes
just a few doors away that have garages on the road with virtually no setback. Removing
it could damage the root system of two large Norway Spruce and would mean finding
some other place on the road to store the vehicle. I don't think this outcome is what the
setback rule is trying to accomplish. It doesn't make sense. Again, removal does not
serve the best interest of the land.
Thank you for your thoughtful consideration.
Sincerely,
~~tt&L:Jk~.
Thomas Thiss
6110 Ridge Road
Excelsior, MN 55331
Ph: 952-474-4910
Exhibit B
APPLICANT'S REOUEST LEITER
Dated 7 April 2004
~
Exhibit C
PROPERTY SURVEY
.
.
.
-D-R-A-F-T-
CITY OF SHOREWOOD
RESOLUTION NO.
A RESOLUTION DENYING A VARIANCE TO INCREASE THE NONCONFORMITY
OF A NONCONFORMING STRUCTURE
FOR THOMAS THISS
WHEREAS, Thomas Thiss (Applicant) has an interest in certain real property
(the Property) in the City of Shorewood, legally described in Exhibit A, attached hereto and made
a part hereof; and
WHEREAS, in April 2004 the City of Shorewood granted the Applicant a minor
subdivision and bluff setback variance, allowing the Applicant to subdivide his property into two
lots; and
WHEREAS, Shorewood City Council Resolution No. 04-031, on file at the Shorewood
City Hall, stipulated that a nonconforming garage on the Property must be moved or removed by
1 July 2004, as a condition of subdivision approval; and
WHEREAS, the Applicant has applied for a variance to keep the nonconforming garage
in its current location; and
WHEREAS, the Applicant's request was reviewed by the City Planner, whose
recommendations are included in a memorandum, dated 29 April 2004, a copy of which is on file
at the Shorewood City Hall; and
WHEREAS, after required notice a public hearing was held and the application reviewed
by the Planning Commission at a regular meeting held on 4 May 2004, the minutes of which
meeting are on file at City Hall; and
WHEREAS, the City Council considered the application at its regular meeting on 14
June 2004, at which time the Planner's memorandum and the Planning Commission's
recommendations were reviewed and comments were heard by the Council from the Applicant
and from the City staff; and
WHEREAS, based upon the Planning Commission's recommendations, the City staff
has prepared a resolution setting forth Findings of Fact and Conclusions denying the variance to
increase the nonconformity of a nonconforming structure.
NOW, THEREFO~, BE IT RESOL YED by the City Council ofthe City of
Shorewood as follows:
-1-
.
.
FINDINGS OF FACT
1. The Property contains 2.42 acres ofland and is located in an R-1A/S,
Single-Family ResidentiallShoreland zoning district, which requires a fifty-foot setback from the
public right-of-way or private road for all buildings.
2. A detached garage located on the west side of Ridge Road is only 1.2 feet from
the north side lot line, whereas a minimum of ten feet is required.
3. The detached garage referenced in 2. above is only 27 feet from Ridge Road.
4. The City of Shore wood has approved a subdivision ofthe Property, subject to
bringing the nonconforming garage into conformity with R-1A/S zoning requirements.
CONCLUSIONS
1.
The variance requested by the Applicant constitutes a significant deviation from the
requirements of the Shorewood Zoning Code.
2. The Applicant's property can be put to a reasonable use under the conditions imposed by
the Shorewood Zoning Code, particularly in light of the previously approved bluff impact
zone setback variance, allowing the Property to be subdivided.
3. The Applicant has not met the criteria for the grant of a variance under Section 1201.05
of the Shorewood City Code and has failed to establish any undue hardship as defined by
Minn. Stat. Section 462.357, Subd. 6(2).
4. The Applicant's request for the variance set forth above is hereby denied.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF SHOREWOOD this 14th
day of June 2004.
WOODY LOVE, MAYOR
ATTEST:
CRAIG W. DAWSON, CITY ADMINISTRATOR/CLERK
-2-
EXISTING LEGAL DESCRIPTION: (per Certificate of Title Number 430174)
Tract 1: That part of Govemment Lot 7 and accretions thereto. Section 36. Township 117,
Range 23, described as commencing at a point on a line bearing North 29 degrees 19 minutes
East (assuming the South line of said Govemment Lot 7 as bearing East and West) from the
Northeast corner of Section 2, Township 116, Range 23, distant 668.49 feet Northeasterly from
said Northeast comer of Section 2, which point is hereinafter referred to as point "A"; thence
South 29 degrees 19 minutes West a distance of 175.27 feet to the actual point of beginning;
thence South 58 degrees 17 minutes East a distance of 114.87 feet to a point marked by a
judicial landmark; thence Northeasterly in a straight line to a point distant 110.7 feet
Southeasterly from the aformentioned point" A",' as measured along a line bearing South 68 '
degrees 11 minutes East from said aforementioned point" A", which point is marked by a judicial
landmark; thence North 68 degrees 11 minutes West a distance of 279.43 feet to a point
marked by a judicial landmark; thence continuing North 68 degrees 11 minutes West to the
shore of Christmas Loke; thence Southwesterly along the shore of said lake to an intersection
with a line bearing North 58 degrees 17 minutes West from the actual point of beginning;
.ence South 58 degrees 17 minutes East to a point distant 115.13 feet Northwesterly from the
ctual point of beginning, which point is marked by a judiciol landmark; thence continuing South
58 degrees 17 minutes East to the actual point of beginning.
Tract 2: That part of Govemment Lot 7 and accretions thereto, Section 36, Township 117,
Range 23" described. as commencing at a point on a line bearing North 29 degrees 19 minutes
, East (assuming the South line of said Govemm~nt Lot 7 as bearing East and West) from the
Northeast comer of Section 2, Township 116, Range 23, distant 668.49 feet Northeasterly from
said Northeast corner of Section 2, which, point is hereinafter referred to as point "AN; thence
South 29 degrees 19 minutes West a distance of 175.27 feet thence South 58 degrees 17
minutes East a distance of 114.87 feet to the actual point of beginning, which point is marked
by a judicial landmark; thence continuing South 58 degrees 17 minutes East a distance of 304
feet, more or less, to a point marked by a judicial landmark; thence continuing South 58
degrees 17 minutes East to the shore of Silver Lake; thence Northerly along the shore of said
lake to an intersection with a line bearing South 68 degrees 11 minutes East from said
aforementioned point "A"; thence North 68 degrees 11 minutes West to a point distant 368.15
feet Southeasterly from said point " A", as measured along said line bearing North 68 degree 11
Aninute West, which point is marked by a judicial landmark; tt)ence continuing North 68 degrees
~1 minutes West to a point distant 110.7 feet Southeasterly from the aforementioned point "A",
as measured along said line, bearing North 68 degrees 11 minutes West, which point is marked
by a judicial landmark; thence Southwesterly in a striaght line to the actual point of beginning.
All according to the United states Govemment Survey thereof.
Exhibit A
-3-