HomeMy WebLinkAbout13.D.3. Discuss CSAH 69 Aesthetic Improvements and Concept Drawing for Clay Street �
, 13. �. 3�
CITY OF SHAKOPEE
� Memorandum
� TO: Mayor & City Council
� Mark McNeill, Ciry Administrator
FROM: Bruce Loney, Public Works Director
' SUBJECT: Discuss CSAH 69 Aesthetic Improvements and
I Concept Drawing for Clay Street
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� DATE: October 18, 2011
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� INTROAUCTION:
With the CSAH 69 improvement project, the County and their consultant need to discuss what
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aesthetic improvements the City desires and to review a Clay StreeY concept drawing.
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BACKGROUND:
� T6e CSAH 69 project is planned for reconstruction next year. Design is proceeding with the
layout appxoval done previously. County staff and consultant staff will present aesthetie
impruvements that need City Council input and direction.
i These items are as follows:
1. Deeorative street lighting and ]imits of lighting
� 2. Colored concrete boulevard similar to CSAH 101 improvements
i 3. Decorative bollards similar to CSAH 101 improvements
� 4, Color options foc railroad bxidge painting
Attached to this memo is a CSAH 69 lighting design option analysis from Bolton & Menk, Inc.
on the street lighting being considered and the lighting limits. The options describe the limits
and the cost fox the system and the estimated cost that State Turnback Punds would cover. The
City would have to pay any additional costs with any option se(ected above what State Turnback
funds will cover.
� On the street lighting options, staff believes option No. 1 would provide for the city's needs by
I providing for lights in the urban area and safety lighting under the RR bridges and at rural
intersecYions. The street light to serve Rahr Malting's driveway could also be considered a safety
� light due to the heavy truck traffic and near the change of a 5 lane roadway to a divided highway.
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� The colored conerete boulevard and decocative bollards would be the same as in the CSAH 101
project and staff would recommend no change.
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i Finally, the color options will be presented at the meeting for the bridges to be painted. Council
� can have input on which color they prefer to be done.
� Also attached is a concept drawing for Clay Street which shows realignment to adjacent property
� and improve the street grade from CSAH b9 and allow for off street parking for the Tradino Post.
i Finally, color options will be presented for the bxidges to be painted for Council direction.
� A presentation of the aesthetic improvements and the Clay Street concept will be made at the
� Council meeting.
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i Also attached for Council information is the CIP sheet for this project included in the proposed
2012 Budget.
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ALTERNATIVES:
� 1. Provide the county direcCion on Che aesthetic improvements on the CSAH 69 project for
street lighting, colored conerete boulevards, decorative bollards, and color selection on
i the Railroad bridges to be painted.
2. Table for more information.
RECOMMENDATION:
� Staff would recommend street lighting Option No. 1, brown colored Concrete Boulevard and
I decorative bollards as with the CSAH 101 project and for Council to choose a color for the
I bridges to be painted.
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ACTION REOUESTED:
1. Provide the eounty direction on the aesthetic improvements on the CSAH 69 project for
street lighting, colored concrete boulevards, decorative bollards, aiid color selection on
the Railroad bridges to be painted.
� ruce Loney .
Public Work irector
¢VGR/201 I-PROIECTSR014COONCN6AH59.AESTFffTC-L4IPROVE�RTS
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' -� BOL_TON 8�- M� N K, I NC�
� �I� Consulting Engineers & Surveyors
" /`\ 12224 Nicollet Avenue • Bumsville, MN 55337
Phone (952} 890-0509 • Fax (952) 890-8065
www.bolton-menk.com
�
� MEMORANDUM
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� Datc: Scptembcr 28, 201 1
� To: Grcg Fclt, Scott County Project Managcr
Bruce Loncy, Shakopec City Engi�cer
i Jay Bcrgman, LHB Project Managcr
From: Chris Chromy
Bryan Ncmcth
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� Subject: CSAH 69 Lighting Design Options
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� Currcntly strect lighting is provided on the CSAH 69 con'idor in Shakopec. This includcs 30' strcct
i lighting polcs from Fullcr Strcct to Apgar Strcct and inlcrscction lighting off of utility polcs at Shumway
Strcct, Picrcc Strcet, Clay Strect, thc SPUC drivcway, and 3` Avcnuc as shown on thc attachcd layouts of
the cxisting conditions. As dcsigna[cd in thc Ciry's Comprchcnsivc Plan thc corridor is an A-Minor
ArtoriaL Lighting options for thc urban arcas of thc con idor should mcet MnIDOT's Rccommendcd
Footcaztdfc Levcls oC minimum avcragc maintained illumination of I.0 footcandle and maximum
� uniformity ratio of 4:1.
i In association with tl�c CSAH 69 road design project thcrc arc multiplc options for replacemcnt lighting
of tl�e corridor that mcet or cxcccd the light Icvcls abovc. The total ligllling unifs and thc projcet costs
� vary with cach lighling option.
For our analysis thcre arc esscntially a total of six diffcrcnt lighting options for thc corridor. This includcs
thrcc diffcrcnt Light Emitiing Diodc (LED) options and thrcc diffcrent Higl� Pressurc Sodium (HPS)
options.
The following are thc lighting units that are used to determine thc lighting nccds of the options:
i L LED street lighting: 2T decorative polc with 6' mast ann and ]20 LED fixture
i a. samc as CSAH ]O]
� 2. LED pedcstrian ligl�ting: 15' polc (or wall mountcd) with 40 LED fixturc
3. HPS rural strcet ]ighting: 40' pole witli 9' mast arm a�d 250W HPS Cobrahcad fixturc
4. HPS urban street lighting: 30' pole with 9' mast arm and 250W HPS Cobrahead fixturc
5. HPS pedcstrian lighting: 15' pole (or wall mountcd) with I OOW HPS box fixtwc
The following Iighting options usc thc abovc fixtures at thc spacing as nccdcd to properly light the
corridor and to maintain a co�sistcnt spacing.
The prclimina�y cost estimatcs arc bascd on thc lighting spacing identificd on thc attachcd brcakout
shccts. Thc brcakout sl�ccts also providc information on thc spccific arcas for cach lighting option as
idcntificd by roadway stationing.
Ni�5CC0AY4210231RVdocsVightingmcmo 092811.doc
DESIGNING FOR A BE7TER TOMORROW
Bolton & Menk is an equ�l opportunity employer
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I �� � Pagc 2
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LED Lighting Options:
Option I: LED sv'cct lighting: Fullcr Strect to 400' west of Clay Strcct
i HPS urban strcct lighti�g: Rahr Malting Driveway
HPS pcdcstrian lighting: under RR bridgcs
HPS rural strcct lighti�g: 3"' Avc, 10'" Avc, Chaparral St.
� Total Estimatcd Cost: $301,000
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Option 2: LED strcet Jigl�ting: Fullcr Strcct to RR bridgcs
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LED pedestrian li�hting: undcr RR bridgcs
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LED strcct lighting: RR bridgcs to 3`� Avc
HPS rural strcct lighting: 10�' Avc, Chaparra] St.
Total estimatcd Cost: $576,900
' Optio� 3: LED strcet lighting: Fullcr Strect to Apgar Strcct
HPS urban stroct lighting: Shumway St, Picrce St, Clay St, SPUC & Rahr Drwys
HPS pcdcstrian lighting: undcr RR bridgcs
HPS rural strcct lighting: 3` Avc, ] 0 Avc, Chapamal St.
Total Estimatcd Cost: $222, l00
� HPS Lighting Options:
I Option 1: HPS urban strect lighting: Fuller SUect to 400' west of Clay Strcet
HPS urban sircct lighting: Rahr Malting Drivcway
HP5 pcdestrian lighting: undcr RR bridges
HPS rural strcet ]ighting: 3"� Ave, ]0'�' Avc, Chaparral St.
, Total Estima[ed Cost: $239,400
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� Option 2: HPS ur6an stcect ligliting: Fuller Strect to RaJv Driveway
HPS rural strcct ligliting: Rahr Drivcway to RR bridgcs
HPS pcdcstrian lighting: undcr RR bridgcs
� HPS rural strcct lighting: RR bridges to 3`� Avc
HPS rural sh•cct ]ighting: 10'�' Avc, Chaparral St.
Total cstimatcd Cost: �326,900
Option 3: HPS urban strcet lighting: Fullcr Strcet to Apgar Street
� H:ASCCO�T42102318VdocsVIi�ttingmemu doc
I DESIGNING FOR A BETTER iOMORROW
Bolton & Menk is an equal opportunity employer.
, •� Pagc 3
I
HPS urban strect lighting: Shumway St, Picrce St, Clay St, SPUC & Rahr Drwys
HPS pcdcstrian lighting: undcr RR b�idges
I HPS rural svicet lighting: 3`� Ave, 10 Ave, Chapanal St.
Total Estiinatcd Cost � 187,200
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H:ASCCOAT42102318Vdocs'Aligh�ing mcmu 09281 I.doc
DESIGNING FOR A BE77ER 70MORROW
8ollon & Menk is an equal opportunily employer.
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° o m scn�E reEr _- _-.- ��s MnHK..,o.wx �.u+�.a�,.�.x s�cc�. c.�.wN SCOTT COUNTY C.S.A.H. 69 0 `
U BF1�N I.HEME�N C�E g�RNSVILLE.MN WILLM>R,MN CN45M<.MN 6
°� H:\$CCO\i92'.02318\plans\Llgnting\Exisitinq\Exisiing - 1023I9_u006.dgn ��� � �»5� - �� aeuscv,ue unvicwaoo.uu BenmEeo.vs >uESna ���'� S.A.P. N0.
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I CSAH 69 Lighiing Scenario Preliminary CosY EstimaYes �
LEp Options
I FromSta[ion ToStation Intersections LightingType Spacing Number EstimatedCOStper TotalCost I
739+00 ]44+00 l0th & Chaparrai 40' 250W HPS Cobra - 4 S 6,100 00 $ 2A,4�0.00
744+00 ]64.00 - � - 0 5 -
� � 764+00 ]66+p0 3rd Ave 40' 250W HPS Cabra - 2 5 6,100.00 5 12,200.00 I
� 766+00 ]83+00 - - - 0 $ -
� �83+00 ]88+00 RR Bridges 15' 100W HPS Bax 135' 8 $ 3,600.00 $ 28,800.Q0
�' 788+00 ]98+00 - - - 0 S -
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798+00 799+00 Rahr Dnveway 30' 250W HPS Cobra � 2 $ 5,800.00 $ 11,600.00 I
799+00 801+00 � - - a $ -
801i00 828t00 - U' lID LEO Area 190' 28 5 8,000.00 $ 224,000.00
Removals 5 8,500.00
I 5 3oi,oaa.uo
I FromStation ToStation Intersec[ions LightingType Spacing Number Es[imatedCOStper TotalCOSt
N 739i00 744+00 10[h & Chaparral 40' 250W HPS Cobra - 4 5 6,100.00 5 24,400.00 I
� 744+00 ]64+00 - � - 0 5 �
' � 764.p0 ]83+00 - 2]'120LED Area 190' 21 S 8,000.00 $ 168,000.00
p 783M0 J88�0� RR Bridges 15' 40 LE� Area 105' 9 $ 4,S0000 $ 40,SOO.00 I
788*00 828+00 � 27' 1201ED Area 190' 43 $ 8,000.00 $ 344,000.00 '
� Removals $ 8,500.00
$ 576,900.00 I
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I FromStation ToStation Intersettions LightingType Spacing Number Es[imatedCOStper TotalCOSt
139+00 �44+00 lOth & Chaparral 40' 250W HPS Cobra - 4 5 6,100.00 $ 24,4o0.00 I
744+00 ]64*00 - � - 0 5 -
764+00 766+00 3rd Ave 4P b�W HPS Cohra - 2 $ 6,100 QO $ 12,200A�
I I66+00 ]83+00 - - - o $ - I
� 783�00 788+00 RR Bridges 15' 100W HPS Box 135' 8 S 3,600.00 5 28,800.00
I 788a00 798+00 ' - ' 0 $ I
m 798+00 ]99+00 RahrDriveway 30'250WHPSCObra - 2 5 5,800.00 S 11,600.00
I � �e9�oo soi.00 - - � o s - I
� 801+00 8o2+00 SPUC Driveway 30' 250W HPS Cobra � 1 $ 5,800.00 $ 5,800.00
�' 8�2+00 805+00 - - - � S �
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805.00 807+00 Clay SL 30' 250W HPS Cobra - 2 $ 5,800.00 5 11,600.00
80]a00 809+00 � - � 0 S -
I 809+00 811+00 Pierce SL 30' 250W HPS Cobra - 2 S 5,800.00 5 11,600.00
S11i00 813t00 � - - 0 $ - I
813+00 814+00 Shumway5t. 30'250WHPSCObra - 2 $ 5,800.00 5 11,600.00
I 814+00 816+00 - - � 0 $ -
516+00 828+00 - 2J' 120 LE� Area �90' 12 $ B 00 $ 96,000.00 �
Removals 5 8,500.00
$ 222,100.00 I
i Removals5ummary
Salvage Lighting Uni[s 13 S 200.00 5 2,600.00
Remove Base 13 $ 200.00 $ 2,600.00
� Femove Condui[ 2200 5 1.00 $ 2,20D.D0
Remov�w�re �zao 5 oso 5 i,ioa.00
5 a,soo.00
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I From Statipn To StatiOn Infersec4ions lightlngType Spacing Number Estimated [ost per io[al Cost
739+00 744+00 lOth & Chaparral 40' 250W HPS Cobra � 4 5 6,10000 5 24,400.00
]44t00 ]64+00 - - - 0 5 -
I 764+00 ]66+00 3rdAVe 40'250WHPSCObra - 2 5 6,1�000 $ 12,2�O.W
.y ]66+00 ]83+00 - � - 0 $ -
p ]83+00 788+00 RR Bridges 15' 100W HPS Box 135' 8 S 3,600.00 5 28,800.00
�a ]88+00 ]98t00 - � - 0 $ -
O ]98+00 799+00 RahrDriveway 30'250WHPSCObra - I 5 5,80000 5 11,600.00
799t00 801t00 - - - 0 $ -
801+00 809*00 - 30' 250W HPS Cobra 205' 8 $ 5,800.00 5 46,40000
809r00 828+00 - 3�' 25�W HPS Co6ra 190' 20 5 5,80000 $ ll6,D00.00
ftemovals 5 8,500.00
I $ 239p00.00
i From Station To Statio� Intersec[ions Lighting Type Spacing Number Estimated Cost per Total Cost
739+00 744+00 l0[h & Chaparral 4d 250W HPS Cobra - 4 $ 6,100.00 5 24,400.00
744a00 ]64+00 � � - 0 5 - I
� �bd+00 783+00 - 40'250W HPS CObra 550' 8 $ fi,100.00 $ 48,800.00
C
� �83+00 ]88t00 RR Brid6es 15' 100W I��S Box 135' 8 5 3,600.00 $ 28,800.00 I
a 7gg+00 798+00 - 40'250WHPSCo6ra 410' 6 $ 6,100.00 $ 36,600.00
O
I 798+pp 809+pp � 30' 250W NPS Cobra 205' 1] $ 5,800.00 5 63,800.00 I
809+00 828+00 30' 250W HPS Cobra 190' 20 $ 5,800.00 $ ll6,000.00
Removals 5 8,500.00
I $ 326,900.W
FromStation ToSta[ion Intersections LightingType Spacing Numher Estimared[ostper Totalfost
I ]39+00 ]44+00 lOth & Chaparral 4P 250W HPS Cobra - 9 $ 6,100A� 5 24,400.00 I
744+00 764+00 - - - 0 $ -
, ]64+00 ]66+00 3rd Ave AP 250W HPS Cobra � 2 $ 6,100.00 5 12,200.J0
]66*00 783+00 - � - 0 $ � I
783*00 IS8+pp RR Britlges 15' 1�OW HPS Box 135' 8 $ 3,600.00 $ 28,800.00
]88t00 798+00 - � - 0 S -
M 798+00 799+00 Rahr Driveway 30' 250W HPS Cobra - 2 S 5,800.00 5 11,fi00.�0 I
� 799+00 80H00 - - - 0 $ �
� � 801+00 802+00 SPUC �riveway 30' 250W HPS Cobra - 1 $ 5,800.00 $ 5,800.00 I
°� 802+00 805+00 - - - a 5 -
O
805+00 80]+00 Clay SL 30' 250W HPS Cobra - 2 $ 5,800.00 5 11,600.00
I 80]+00 809+00 � - - 0 $ - I
8W+00 811+00 PierceSt 30'bOWHPSCobra � 2 $ 5,800.00 $ 11,600.00
811+00 813+00 - - - 0 5 -
I 813+00 814+00 ShomwaySt 30'250WHGSCObra - 2 S 5,800.Oa $ 11,600.00
814+00 816+00 � - � 0 $ �
816+00 828t00 - 30' 250W NPS Cobra 190' IZ $ 5,800.�0 5 69,60000
I Removals 5 8,5000� I
$ 18],200.00
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I CSAH 69 I
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—�— � Potential ROW Vacate I
' Clay Street Alternative i
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October 12, 2011 �
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CSAH 69 �
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Clay Street Alternative i
�; �� \ � October 12, 2011 I
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City of Shakopee Capital Improvement Program 2012-2016
Project Manager: Project Type: Project Title: Total Project Cost:
Bruce Loney Street Construction C.R. 69 Improvements $600,000
A. Ex enditure Items: 2012 2013 2014 2015 2016
Land & ROW
Construction 510,000
Improvements
Engineering/Admin. 90,000
Total 600,000 - - - -
B. Fundin Source:
General Fund
Capital Improvement Fund
Park Reserve Fund
Grants (specify)
Donations (specify)
State Aid
Assessments 125, 000
Sanitary Sewer Fund-Base 75,000
Sanitary Sewer Fund-Trunk
Storm Drainage Fund-Base 300,000
Storm Drainage Fund-Trunk
Tax Levy 100,000
Total 600,000 - - - -
� Description:
/ ��1�� Y� The Gounty is planning on making surface improvements to C.R. 69 in 2012.
'� Staff will review the sanitary sewer and storm sewer needs in the area to
'`ti 1 � ^,. s :, #� determine if new facilities are needed or existing facilities need to be improved.
��` Tax levy dollars are budgeted for street lighting and sidewalk improvements.
'� ,.�. �.�`, w � �, � , s �. ' � The costs apportioned above is only the city's portion of the project.
t; ., �/''��.( - ' R .: � 4 _,�� �.� Justification:
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