2. Street Vacation Request, Lake Drive East, Opus I CITY OF c3....r
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N CHANHASSEN
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P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317
�_ ,_ .-v.: 690 COULTER DRIVE • PO (612) 937-1900
.0.- lquilitiorft�.
MEMORANDUM =cd!:r^,'
ITO: Don Ashworth, City Manager ,f°Ar,___ --
' Date t.ubm,�tod io Co 1,fitsi011
FROM: Jo Ann Olsen, Asst. City Planner
DATE: October 20 , 1988 NtsLi+<<;a'.- i,, i;.°;mit
ISUBJ: Vacation of a Portion of Lake Drive East
As part of the plat for Chanhassen Lakes Business Park 2nd
I Addition, Opus is requesting a vacation of a portion of Lake
Drive East. The right-of-way for Lake Drive East is currently
located through the center of what is proposed as Lot 1 , Block
Ii , Chanhassen Lakes Business Park 2nd Addition. As part of the
plat, Lake Drive East is being relocated to the north above the
two wetland areas . The purpose of the realignment is to provide
additional land for Lot 1, Block 1 which is the site for the
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Rosemount facility. The city is currently in the process of
having a feasibility study performed for Lake Drive East as pro-
posed by the Chanhassen Lakes Business Park 2nd Addition.
IRECOMMENDATION
I Staff recommends approval of the partial vacation of Lake Drive
East as shown on the plat stamped "Received September 22 , 1988"
with the following conditions:
r 1 . Final plat approval of Chanhassen Lakes Business Park 2nd
Addition and recording of the plat with Carver County.
I 2 . Provision of any utility, drainage or roadway easements as
recommended by the feasibility study for improvements to Lake
Drive East.
IATTACHMENTS
1 . Memo from Larry Brown dated October 19, 1988 do
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,. CITY of
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\ 1�,, 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 1
'� (612) 937-1900
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MEMORANDUM
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TO: Don Ashworth, City Manager
FROM: Larry Brown, Staff Engineer
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DATE: October 19, 1988
SUBJ: Request to Vacate a Portion of Lake Drive Roadway Easement II
within Chanhassen Lakes Business Park, 3rd Addition
Rosemount, Inc.
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Planning File No. 86-4 VACATION
On October 10, 1988 , the City Council authorized a feasibility 1
study for the extension of Lake Drive East through the Chanhassen
Lakes Business Park. The feasibility study will address the
specific alignment for the right-of-way of Lake Drive East II
through the Rosemount property.
As a part of the platting of Chanhassen Lakes Business Park 2nd
IIAddition, the City will be provided with the revised roadway
easement for Lake Drive.
It is therefore recommended that the City approve the vacation
II
request for a portion of Lake Drive through the Chanhassen Lakes
Business Park 3rd Addition as shown on the attached map con-
tingent on the applicant dedicating an 80-foot roadway easement II along the revised Lake Drive alignment as established by the
City' s feasibility study for Lake Drive East.
Attachment: Ma II
Atta p
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WILLIAM R. ENGELHARDT ASSOCIATES, INC.N
1107 HAZELTINE BOULEVARD
CHASKA, MINNESOTA 55318
I (612) 448-8838 OFFICIAL ENGINEERING COPY
Received 10 2 b
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October 24 , 1988 Revision No. —'
Approved by City Engineer
Date 1.0 2.
ICity of Chanhassen Approved by City Council
c/o Mr . Gary Warren Date
I 690 Coulter Drive
Chanhassen , MN. 55317
RE: Audubon Road/McGlynn Bakeries Improvements
City Project No. 88-20A
II
Honorable Mayor and City Council Members :
Enclosed is a tabulation of bids received on October 24 ,
1988 for the above named project . Fourteen ( 14) bids were
received ranging from a low bid of $87 , 638. 75 to a high bid of
1 $119 , 765 . 93. The low bid was submitted by Machtemes Construction
of Waconia, Minnesota. We have had numerous projects with this
contractor and find their work to be satisfactory in all aspects
IIfor projects similar in nature to this project .
The engineer ' s estimate for this project was $98 , 000 . 00 .
The low bid is approximately $ 11 , 000 . 00 below the estimate .
I Reviewing the bids , we find very close competitive bids were
received , all within or close to the estimate. Based on the
number of bids received and the amount of the low bid submitted ,
I we recommend award of a contract in the amount of $87 ,638. 75 to
Machtemes Construction .
Very truly yours ,
WILLIAM R. ENGELHARDT ASSOCIATES , INC.
&"..-e--GC-c-t--"--- i- /
IWilliam R. Engelhardt
II WRE/ las
encl . ( 1 )
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I TABULATION OF BIDS
AUDUBON ROAD/MCGLYNN BAKERIES
CITY OF CHANHASSEN, MINNESOTA
ICONTRACTOR BID BOND TOTAL ESTIMATED BID REMARKS
14achtemes Construction 5% $ 87 , 638. 75
Latour Construction 5% 94 ,876. 25
Richard Knutson, Inc . 5% 94 , 897 .03
tmerican Contracting Corp. 5% 95 ,616. 20
Ir. F. Jedlicki, Inc . 5% 105 ,421 .00
Tmp.r-i 1 Dpve1opers, Inc . 5% 106 ,996 . 10
kolk Sewer & Water 5% 107 ,018 .00
Frown & Chris , Inc . 5% 107, 524. 70
G. L. Contracting 5% 110, 705 . 70
11114 oser Construction Company 5% 112 ,009 . 50
'Widmer, Inc. 5% 113 ,137.00
INodland Construction Co. 5% 113 , 749 . 25
Cashier ' s
Hartman Excavating Check 114 , 386. 75
"Mechanical Division, Inc . 5% 119 , 765 . 93 _
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IPROPOSAL
AUDUBON ROAD IMPROVEMENTS
McGLYNN BAKERIES
SANITARY SEWER AND WATERMAIN
ii IMPROVEMENT PROJECT NO. 88-20A
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CITY OF CHANHASSEN, MINNESOTA
Date: M/,, / :X)
I City of Chanhassen
c/o Mr . Don Ashworth, City Manager
690 Coulter Drive
ItChanhassen, MN. 55317
Gentlemen :
111 The undersigned, 6C_G117 ,47 Cj,2S 71�z
as bidder , proposes and agrees to furnish all labor , materials ,
equipment , and supplies required to completely construct sanitary
It sewer , watermains , and street construction and appurtenances for
Audubon Road , McGlynn Bakeries , located within the City of
f Chanhassen , Minnesota , in accordance with the plans and as
described in the specifications as prepared by William R.
Engelhardt Associates , Inc. , Consulting Engineers , 1107 Hazeltine
III Boulevard , Chaska, Minnesota, for the following lump sum and unit
prices :
c 6,0- Mobilization (5% Maximum) Lump Sum = $ sa° ' ''%'
II WATERMAIN :
6" DIP Cl . 52
Watermain 150 L.F. (d $ // r /L.F. = $ / g `moo
8" DIP Cl . 52
IWatermain 1 , 700 L.F. @ $ l� �� /L.F. co .
10" DIP Cl . 52 = `
11- Watermain 950 L.F. (a $ /� '� /L.F. '�
— $ /337
6" Valve 7 Ea. (a $ '3 2 <<o /Ea. = $ , '52 f'` - -
't 8" Valve _`, '1 =
0- 10" Valve 3 Ea. (d $ /�%f /Ea. = $_ % "C>C% �
Hydrant 7 Ea.
(a $ 1?), /Ea. = $ Z:...500 _
Fittings 1 , 935 Lbs . (d $ / yz) /Lb . = $ ,,/7- -)/e 26
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I8" Wet Tap Connection
to Existing 12" Watermain
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(8" Valve and 8" x 12" Saddle) Lump Sum = $ //' /6 p (°
10" Wet Tap Connection
to Existing 12" Watermain
oe
( 10" Valve and 10" x 12" Saddle) Lump Sum = $ 465?)
11.1 SANITARY
SEWER:
1111 8" PVC SDR 35 Sanitary Sewer
0 ' -10 ' Depth 165 L.F. (a $ //) ec. /L.F. _ $ /5?' g
IF 10 ' -12 ' Depth 200 L.F. (a $ /Z) °r L.F. = $ a00Q °O ,y
12 ' -14 ' Depth 300 L.F. (a $ `,� �P /L.F. = $ F660 "°
14 ' -16 ' Depth 200 L.F. @ $ A7/ ' /L.F. _ $ ai',5? f'
16 ' -18 ' Depth 75 L.F. @ $ / ';r L.F. = $ //a5 ;r
1t10" PVC SDR 35 Sanitary Sewer
0 ' - 10 ' Depth 168 L.F. (a $ /I L.F.7� = $ /gm vi ,%
10 ' - 12 ' Depth 20 L.F. 2 $ /a /L.F. = $ 5U9
12 ' -14 ' Depth ` `
. . a / -- /L.F. = $ /?7 r ,
14 ' - 16 ' Depth 15 L.F. @ $ /3 J=i L.F. = $ , da? ?
' 16 ' -18 ' Depth 162 L.F. (d $ /52�.` L.F. = $ 2/5-7 4;5'
111 10" PVC SDR 26 Sanitary Sewer
/ AO 18 -20 t Depth 65 L.F. a $ ,;,? /E t'
/L.F. = $ /5(0
'V 20 ' -22 ' Depth 55 L.F. (a $ . / Y� /L.F. = $ /.3, e) r°
It Manhole „53,50 g(0' -10 ' Deep) 6 Ea. (d $ lf�'>,� /Ea.
= $
Extra Depth (Greater
than 10 ' Deep)
Drop Section 27 L.F. (d $ 33 1-er /L.F.
e-e)
Lump Sum = $ �5e:, _
If Drop Riser 11 L.F. (a $ JG i`' /L = $ 7�G `_
.F.
6” PVC Service Wes 2 Ea. .‘ '
if6" Service Pipe 60 L.F. @ $ /'`Y /L.F. = $ col'
Binder Rock �' z
. d /Tn . = $ 3/2 •-
1T .
I _ RESTORATION :
14- Modified Class 5 120 Tns . (a $ g - /Tn . _ $ y‘-() r
Erosion Control
Fence 1 , 000 L.F. (d $ / _ /L.F. _ $ //ae2
IITOTAL ESTIMATED BID: _ $ 97 , Z
IT
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I IA bid bond or certified check in the amount of at least five
percent ( 5%) of the total bid is enclosed herewith as guarantee
that if this proposal is accepted , the bidder will enter into
contract and furnish a performance bond within ten ( 10) days
after his proposal is accepted , and it is agreed that said bid
bond or certified check shall be liquidated damages for bidder ' s
refusal or inability to contract and furnish bond .
IIf this proposal is accepted , bidder agrees to commence work
within ten ( 10) days after acceptance and to complete all work on
lk or before the date specified in the Contract documents . It is
understood and agreed that this proposal may not be withdrawn
within thirty (30) days after bid closing date and that the Owner
IR , reserves the right to reject any or all bids and to waive
formalities .
IF I , the undersigned , state that the organization which I
represent will be in compliance with applicable Federal Action
Programs concerning non-discrimination and Equal Employment
Opportunity.
liReceipt of the following addenda to the Specifications is
acknowledged.
IAddendum No. Dated
Addendum No. Dated
Addendum No. Dated
IAddendum No. Dated
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( Individual , Partnership , Corporation)
By : girf '
I C
Address : le ,'',-( 75
IC4( 0f) / .^- t! -6-JJ ,F7
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