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Pi"" Locations Quantities Assessments Street Construction Method
I Total Units Cost/Unit Funds Trunk Water main costs Street Local Street MSA Street
Pllorllv Code PlnRNo. Street Name I From To Lennth Itl Size fin) Amount Restoration Reconstruction Reconstruction
I
Net 5 vear Totais: 1996 - 2000 S 383001:2.10 571 S :2 855 000.00 S 330000.00 $ :2 509 617.50 !t 1 387 038.60 s 1 34:2 :244.00 $ :2 100 000.00
I
Code KAY: R = R""ueslS' L = Lnnn connection' ST = Street. A = Ane of weIVdevel"""""'t. D=N<o devel""""" . I = Intere< imecuon' V=Vlctort
I I
I I I I I I I I I I I
2001 112 Excelsior Blvd. St A1bans RAv Rd. Easement 1400 8 !t 124659.00 15 $ 5 000.00 $ 75 000.00 $ 64 327.50 $ 60 331.50 $ 371 300.0C
2001 113 St Albans Bev Rd. Suburban Dr. Mlnnetonka Blvd 1900 8 !t 164 821.50 15 $ 5 000.00 !t 75 000.00 $ 82 890.00 $ 81931.50
2001 114 Mlnnatonka Blvd St A1bans Bav Rd. Femcroft Dr. 1300 8 !t 115854.50 13 $ 5 000.00 $ 65 000.00 $ 59 575.50 !t 56 079.00
2001 119 GaRIen Rd. Bevswater Rd. Mlnnetonka Blvd 1300 8 S 116 343.00 14 $ 5000.00 $ 70 000.00 $ 60 264.00 $ 56 079.00
2001 120 Mlnnatonka BlVd Garden Rd. Fatima PI. 800 8 S 66 231.00 2. S 5 000.00 $ 10000.00 S 31 752.00 $ 34 479.00
2001 121 Fatima Pl. Minnetonka Blvd Cul-de-sac 500 8 S 48 046.50 9 $ 5 000.00 $ 45 000.00 S 26 446.50 !t 21 500.00
2001 312 Cathcart Dr. W. 52nd St. Bevertv Dr. 600 8 $ 54297.00 7 $ 5 000.00 $ 35000.00 $ 28 444.50 $ 25 852.50 S 140000.00
2001 313 Cathcart Dr. BavNlv Dr. Smithtown Rd. 1700 8 S 148758.50 14 $ 5000.00 $ 70000.00 S 75451.50 $ 73 305.00 !t 378 800.00
2001 127 Lskew- Terr. Minnetonka Blvd Cul-de-sac 1100 8 $ 106 164.00 24 $ 5 000.00 $ 120 000.00 $ 58711.50 $ 47452.50
Annual Totals S 944 973.00 113 it 585 000.00 S 487 863.00 $ 457 11 0.00 $ 890 100.00
2002 115 Femcroft Dr. Minnetonka Blvd Rustic Wav 1650 8 $ 151 787.00 24 $ 5 000.00 $ 120000.00 $ 80 649.00 $ 71 118.00
2002 116 IRUSiiO walt Femcroft Dr. Idlewlld Path 750 8 $ 69 338.00 12 $ 5 000.00 $ 60 000.00 $ 36 949.50 $ 32 386.50
2002 117 Rustic Wav Icllewild Palh Easement 600 8 $ 5~.608.50 6 $ 5000.00 $ 30 000.00 S 27 756.00 $ 25 852.50
2002 118 West Lane Suburtlan Olive Garden Rd. 1200 8 $ 101 398.50 6 $ 5 000.00 $ 30 000.00 $ 49 693.50 $ 51 705.00
2002 122 Suburban Dr. Manor Ad. Idlewlkl Path 1700 6 $ 152887.50 20 $ 5 000.00 $ 100 000.00 $ 79 582.50 $ 73 305.00
2002 123 Suburban Dr. Idlewild Path Easement 800 8 $ 68 985.00 6 $ 5 000.00 $ 30000.00 $ 34 506.00 $ 34 479.00
2002 124 IcllewIld Path Austic Wau Suburban Dr. 600 8 $ 54 297.00 7 $ 5 000.00 $ 35 000.00 $ 28 444.50 $ 25 652.50
2002 125 WoodeIId PI. St Atbans Bau Ad. Femcroft Dr. 350 8 $ 31 414.50 4 $ 5 000.00 $ 20 000.00 $ 16254.00 $ 15160.50
2002 126 hwLs. Femcrnlt Dr. Rustic Wau 700 8 $ 64 111.50 10 !t 5 000.00 $ 50 000.00 $ 33 885.00 $ 30 226.50
2002 314 Alton Rd. Cathcart Dr. Smithtown Ad. 850 8 S 76 612.50 9 $ 5 000.00 S 45 000.00 $ 39 946.50 !t 36 666.00
2002 400 Suburban Dr. Esml Suburban Olive To East 475 8 $ 43366.75 5 !t 5 000.00 $ 25 000.00 $ 22648.75 S 20 520.00
2002 284 Birch Bluff Ad. Eureka Ad. T onka Beu LIm\1S 650 8 !t 60237.00 10 $ 5 000.00 S 50 000.00 $ 32197.50 !t 28 039.50
2002 285 LesCir. Birch Bluff Ad. Cul-de-sac 200 8 $ 19818.00 4 $ 5 000.00 $ 20000.00 S 11191.50 $ 8 626.50
2002 304 Howard's Point Ad. Smlthtown Ad. Woodside Dr. 1800 12 S 174082.50 15 $ 5 000.00 $ 75 000.00 $ 96 525.00 $ 77 557.50
Annual Totals !t 1 1:21 9:24.25 138 !t 690.000.00 S 590 429.25 !t 531 495.00
SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
2 ot 5
PhasIng (3)
NOTE: The estirtlated cost breatcttown tor street reatoration and local street reconstruction are mutually exclUSive.
h:\5572.08\clvil\cost-est.xls
12120/95 8:30 AM
'.
Pi.... Locations Quantities Assessments Street Construction Method
Total Units Cost/Unit FundS Trunk Water main costs Street Local Street MSA Street
Prlorltv Code Pi-No. Street Name From To Lennth 1ft Size in' Amount Restoration Reconstrucllon Reconstruction
2003 286 Wild Rose La. Eureka Rd. Grant Lorenz Rd. 2350 8 $ 210 060.00 28 !I: 5000.00 $ 140 000.00 $ 108 715.50 $ 101 344.50
2003 292 SvIvan La. WIld Rose La. Cul-<le-sae 250 8 $ 23 892.50 4 $ 5 000.00 $ 20 000.00 $ 12879.00 $ 10813.50
2003 293 Grant Lorenz Rd. SmIIhtown Rd. Birch Bluff Rd. 3035 8 $ 264647.25 26 $ 5 000.00 $ 130 000.00 $ 133 832.25 $ 130815.00 $ 677 200.00
2003 294 Oak RIdnA Clr. Grant Lorenz Rd. CuI-<le-sae 500 8 $ 46 669.50 7 $ 5 000.00 $ ~5 000.00 S 25 069.50 $ 21 600.00
2003 410 Noble Rd. Grant Lorenz Rd. West to Herltaae 1750 8 ~ 151 942.50 1 3 $ 5 000.00 $ 65 000.00 $ 76 450.50 $ 75 492.00
2003 282 Neisine Dr. Eureka Rd. WedftAwood Dr. 450 8 $ 43 483.50 8 $ 5 000.00 $ 40 000.00 $ 24 070.50 ~ 19413.00
2003 283 Orchard Clr. Eureka Rd. Cul-de-sac 250 8 $ 24361.00 5 $ 5 000.00 $ 25 000.00 $ 13587.50 $ 10813.50
2003 287 Meadow View La. Wild RMe La. VallAV Wood Rd. 650 8 $ 54 729.00 21 S 5 000.00 $ 10 000.00 S 26 689.50 $ 28 039.50
2003 288 Sunnv Vale La. Meadow VI8W La. Eureka Rd. 670 8 $ 60 453.00 8 $ 5 000.00 $ 40 000.00 $ 31 495.50 $ 28 957.50
2003 289 Vallev Wood Rd. Euraka Rd. Cul-<le-sac 1350 8 $ 118813.50 1 2 $ 5 000.00 S 60 000.00 ~ 60574.5 $ 58 239.00
2003 290 Vallev Wood Clr. Vall"" Wood Rd. CuI-<le-sac 200 8 $ 19129.50 3 $ 5 000.00 $ 15 000.00 ~ 10.503.00 $ 8 626.50
2003 324 E1mrida& Clr. EdnAwood Rd. CuI-<le-sac 300 8 s' 28 228.50 5 $ 5 000.00 $ 25 000.00 $ 15255.00 $ 12 973.50
Annual TOI8Is !I: 1 046 229.75 121 $ 605000.00 S 539 102.25 !I: 507127.50 $ 677 200.00
2004 209 ",.Ift.. Lake ReI. Murrav SI. Service Rd. TH NO.7 1500 12 $ 146 556.00 15 $ 5 000.00 $ 75 000.00 $ 81 877.50 $ 64 678.50 $ 314 000.00
2004 210 SelVioa Rd. TH NO.7 Galoin Lake Rd. Lake linden Dr. 4110 12 $ 374652.00 2 $ 5000.00 ~ 10 000.00 $ 197491.50 $ 177 160.50
2004 231 GaI!lin Lake Rd. Murrav SI. Chanhassen Limits 700 8 !I: 62 046.00 7 $ 5 000.00 $ 35 000.00 S 31 819.50 $ 30 226.50 $ 146 000.00
2004 205 Mill Sl. Christmas Lake La. fAnDt..Rd. 1275 12 $ 152604.00 12 $ 5 000.00 $ 60 000.00 S 70 092.00 $ 82512.00
2004 206 AnnIA Rd. MiD 51. BraCkefts Rd. 500 12 $ 58 279.50 17 $ 5 000.00 $ 85 000.00 S 36 679.50 $ 21 600.00
2004 207 Easament BrackeltS Rd. Murra;;'St. 1200 . 12 $ 111361.50 4 $ 5 000.00 $ 20 000.00 $ 59 658.50 $ 51 705.00
2004 208 Murrav 51. Easement Galnln Lake Rd. 2200 12 $ 205 483.50 8 $ 5 000.00 $ 40 000.00 $110673.00 $ 94 810.50
2004 224 MmSI. Christmas Lake La. Chanhassen Limits 750 8 $ 63 1'128.00 4 $ 5 000.00 $ 20 000.00 $ 31441.50 $ 32 386.50
2004 226 ~nnIA Rd. Stratford PI. Chenhassen Limits 300 8 $ 28917.00 6 $ 5 000.00 $ 30 000.00 $ 15 943.50 $ 12 973.50
2004 228 MiD SI. lADDIe Rd. 300' North 300 8 $ 29 605.50 7 S 5 000.00 $ 35 000.00 $ 16632.00 $ 12 973.50
Annual TotalS ~ 1 233 333.00 82 $ 410000.00 !I: 652 306.50 ~ 581 026.50 $ 460 000.00
2005 277 Mann La. Eureka Rd. 1st ave. Seaman's Dr. 650 8 $ 57 483.00 6 S 5 000.00 $ 30 000.00 $ 29443.50 $ 28 039.50
2005 278 Seaman's Dr. MaM La. Yellowstone Tr. 1850 8 $ 161 635.50 16 $ 5 000.00 $ 80 000.00 $ 81891.00 $ 79744.50
2005 279 Eureka Rd.!1 st ave.\ T.H. 7 5milhtown Rd. 3300 8 $ 286 699.50 26 $ 5 000.00 $ 130000.00 $ 144.463.50 $ 142236.00 $ 670 300.00
2005 309 Lake Vlroina Dr. Smilhtown Rd. Minnewashta Limits 1600 8 $ 138658.50 13 $ 5 000.00 $ 65 000.00 $ 69 700.50 $ 68 958.00
2005 310 W. 82nd Sl. Lake Vimina Dr. Strawllel'N La. 3200 8 $ 269 718.50 15 $ 5.000.00 $ 75 000.00 $ 131 827.5 $ 137 889.00
2005 315 Blue Ridoe La. Lake Vimlna Dr. Lake Vlmina Dr. 400 8 $ 36571.50 6 $ 5 000.00 $ 30 000.00 $ 19318.50 S 17 253.00
2005 316 MaDle Ridae La. Lake Virnlna Dr. Cul-<le-sae 350 8 $ 30 726.00 3 $ 5 000.00 $ 15000.00 $ 15565.50 $ 1~ 160.50
Annual Totals S 981 490.50 85 $ 425 000.00 $ 492 210.00 $ 489 280.50 S 670 300.00
Net 5 v_ TotalS: 2001 . 2005 !I: 5 327 9sil'.50 539 $ 2 695 000.00 S 2.761911.00 S 2 566 039.50 $ 2 697 600.00
2006 248 McLain Rd. Mlnnelonke Dr. Cul-de-sac 450 8 ~ 42 106.50 6 $ 5 000.00 $ 30 000.00 $ 22 693.50 $ 19413.00
2006 249 Elder Tr. MiMetonke Dr. Cul-<le-sae 300 8 $ 28917.00 6 $ 5 000.00 $ 30 000.00 $ 15943.50 $ 12 973.50
2006 250 BeeMr Ave. Wood DuCk Cir. Exoalsior Umits 300 8 ~ 421'187.00 26 $ 5 000.00 ~ 130 000.00 $ 29 713.50 ~ 12973.50
2006 253 5milhtown Rd. Countrv Club Rd. Timber La. 2500 12 ~ 242743.50 22 S 5.000.00 $ 110000.00 $ 134 959.50 $ 107784.00
Annual TOI8Is '.. 356 454.00 6 ~ 300 000.00 !I: 203310.00 ~ 153 144.00
SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
3 of 5
Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
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Pille Locations Quantitiea
Total Units
P~orllv Code PiDe No. Street Name From To Lannlh Iftl Siza lin\ Amount
1996 D 281 Eureka ReI. SmIthtown Rd. BirCh Biull Rd. 2750 8 $ 129411.00 38 r
1996 I 214 Smill1iown Rd. Countrv Club Rd. Club La. 1400 16 $ 90612.no 12 i
1996 I 215 Smlthiown Rd. Club La. Wedoewood Dr. 1800 16 .. 118030.50 18:
1996 I 216 SrnlIhiown Rd. Wed""""'^" Dr. Eureka Rd. 530 16 .. 40 257.00 12
1996 D Manor Road Vine SI. 200' south 200 8 $ 18 940.50 3
1996 ST 302 Stra""'-'" La. Smill1town Rd. Manle Ave. 1700 12 $ 165375.00 17
1996 V 308 Smill1town Rd. Boulder Bridoa Cir. South ClIv limits 1?00 12 $ 149431.50 24
Annual Totala s 712057.50 122
1997 A 269 W..nru.wnnn Dr. Smill1town Rd. Tanka Bev Umits 3050 8 .. 198917.10 23
1997 A 270 Mallard La. Wedoewood Dr. Cul-de-sac 370 8 $ 34 290.00 6
1997 A 271 Teal La. W""""wood Dr. Cul-de-sac 250 8 $ 24381.00 5
1997 I 104 St Albans Bav Rd. Excelsior Blvd. Manor Rd. 1700 12 $ 167 575.50 18
1997 I 105 Manor Rd. S! A1bans Bav Rd. Kniohtsb~d"" Rd. 1500 12 $ 147933.00 17
1997 D 303 TH No.7 Shorewood Oeks Dr Eureka Rd. 1650 12 $ 125847.00 67
Annual Totals .. 698 943.60 136
1998 ST 251 Timber La. Smlthtown Rd. Cul-de-sac 1800 8 $ 159 826.50 19
1998 ST 254 Shorewood La. Smlthtown Rd. Cul-de-sac 950 8 .. 84 334.50 9
1998 A 255 Echo Rd. CountrY Club Rd. Smithtown Rd. 2000 8 $ 182088.00 29
1998 A 291 BirCh Bluff Rd. Grant Lorenz Rd. Eureka Rd. 2350 8 $ 217 633.50 39
1998 L 306 I Edoewood Rd. Noble Road Grant Lorenz Rd. 2480 8 $ 223 033.50 30
1998 L-R 307 Woodside Dr. Boulder B~doe Dr. Howard's Point Rd. 2400 8 $ 217 255.50 3
1998 R 317 Boulder eridm. Cir. Boulder B~ Cir. Cul-de-sac 300 8 -$ 30 982.50 9
1998 319 Kathleen Ct. Woodside Dr. Cul-de-sac 300 8 $ 28917.00 6
1998 320 WoodSide La. Woodside Dr. Cul-de-sac 300 8 'i 27 540.00 4
Annual T olals $ 1 171 611.00 178
Code Kav: R = R""uests. L = Lnnn connaction' ST = Streel' A = Aoe of welVdevelooment. 0 = Ne develonme . I'" Inte"" nection' V = Victorl
1999 ST 212 YeIIowslone Tr. Lake Linden Dr. Countrv Club Rd. 1700 12 $ 91 516.50 14
1999 ST 211 Lake Linden Dr. Service Rd. TH No.7 Yellowstone T r. 1500 12 $ 81 189.00 14
1999 A 266 Club La. Smithtown Rd. Cul-de-sac 900 8 $ 79 083.00 7
1999 A 267 Star La. Smill1town Rd. Cul-de-sac 750 8 .. 65 205.00 6
1999 A 268 Star Cir. Star La. Cul-de-sac 150 8 $ 16 038.00 4
1999 A 272 Manitou La. Glen Rd. Arniee Rd. 330 8 $ 29133.00 3
1999 A 273 AmIee Rd Manitou La. Cul-de-sac 750 8 $ 71 401.50 15
1999 A 274 Glen Rd. Wedoewood Dr. Manitou Rd. 2850 8 $' 260 050.50 40
1999 ST 213 CountrY Club Rd. Yellowstone Tr. Smill1town Rd. 2400 12 $ 119313.00 8
Annual Totals $ 812 929.50 111
2000 L 262 Yellowstone Tr. Club VanRV Rd. TeeTr. 230 8 $ 24 948.00 8
2000 ST 263 WiIlsRV /Pleasant Yenowstone Tr. Cul-de-sac 1100 8 $ 93 771.00 6
2000 L 264 Yenowstone Tr. Countrv Club Rd. Eureka Rd. 1st ave. \ 3800 8 $ 315751.50 10
Annual Totals S 434 470.50 24
SHOREWOOD WATER DISTRIBl
IMPLEMENTAnoN P
Phaslng (3)
NOTE: The estimated cost breakdown lor street restoration and I
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1. INTRODUCTION
.
This Capital Improvement Program (CIP) is a coordinated schedule of municipal capital
projects, improvements, and purchases for the years 1996 through 2000. Furthermore, it is
a Capital Improvement Finance Plan. It identifies sources of revenue to pay for the planned
capital project improvements and purchases. There are two main parts which are integrated
into this program document: The Capital Improvement Plan and the Finance Plan.
The Capital Improvement plan consists of several elements. The capital improvement
narrative explains each capital expenditure by function. The capital improvement project
schedule lists expenditures by year over the five year period The Funding Source S1lmrnary
traces all expenditures and revenues in and out of each of the various funds, and tracks fund
balances during each capital improvement fiscal year. The section entitled "Projects Not
Assigned a Year" is a list of projects which have been identified but not developed enough
or attained a high enough priority to be scheduled at this time. The final schedule in this
section is a summary of expenditures by funding source.
.
The Finance Plan section is a summary of general fund appropriations for capital projects
and a summary of activity in the capital reserve fund over the five year period of the CIP.
Also included in this section is a: sample Capital Improvement Budget Resolution which
would have to be passed separately for the first year of the program, 1996. It budgets
capital purchases and projects for the year.
The Capital Improvement Program is an important element of the comprehensive planning
process. See Step 4: "plans, projects, programs" of the Comprehensive Planning Process
Chart on Page 2. It is the bridge between policy planning and implementation. It is the
direction the City will take over the next five years and beyond in undertaking and financing
capital improvements consistent with the City's Comprehensive Plan. With this Capital
Improvement Program, the City Council is integrating the City's physical needs with financial
resources.
It is important to recognize that needs, resources, and projections change over ':the years.
Therefore, it needs to be a fluid program, with review and update at least annually.
The CIP's place in the City Council's work agenda is explained well in the City's
Comprehensive Annual Financial Report:
''1be City Council recognizes that its work consists of more than responding to citizen
requests and adopting an annual budget. The City Council's calendar consists of
three phases. The first phase is Planning, which includes employee and systems
evaluations, review of the previous years work plan, review of the City's
Comprehensive Plan Executive Summary, review of the Statements of Purpose and
.
H:\C1VIL\CEE\NM\EJD\CIP
Page 1
/l
.
.
.
Values, and identification and prioritization of issues for the next twelve and twenty-
four months.
The second phase is that of Programming. Each year the five-year Capital
Improvement Program is reviewed and updated based upon priorities established in
phase one. In addition, any changes to the Comprehensive Plan are made based
upon the phase one decision.
The third phase is Budgeting. The Capital Improvement Budget is established as
year one of the five-year Capital Improvement Program. This five-year Capital
Improvement Program is a very important financial planning document as it projects
the City's capital improvement needs and identifies financial resources to meet those
needs. It clearly identifies areas where policies are lacking and where problems may
arise in the future".
.
Each project which is identified in this program must be approved by the City Council under
normal processes. A typical project public improvement process is shown as a separate
Appendix.
H:\CIVIL\CEE\NM\EJD\CIP
Page 2
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.
.
II. CAPITAL IMPROVEMENT PLAN
The first section of the Capital Improvement Plan explains proposed capital projects and
expenditures by function: water, streets, drainage, sanitary sewer, public facilities, equipment,
and parks. It consists of a project narrative, a project schedule, and a funding source
Sllmmary which traces the affect of the scheduled projects on the various funds in the City.
The second section is a series of charts which layout the project schedules for each year of
the five year plan.
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Page 3
WATER
.
The City council has recognized the importance of providing a safe, reliable water system
for the residents of Shorewood to meet domestic, commercial, institutional and fire flow
demands in the City. In so doing, they have directed that a multi-year program be
undertaken to provide municipal water to all parts of the City. The goals of this program
are:
· Interconnect the several isolated municipal systems that now exist within the
City to improve reliability and provide adequate flow for fighting fires.
· Make municipal water available to new development.
· Provide adequate storage, including.a tower on the west side of the City, to
meet peak demands and fire flow requirements and to improve system
operation.
· Eventually provide water to all properties in Shorewood.
· Finance water system improvements through assessments, trunk charges, and
user fees.
.122S.\
. In 1995 the City adopted an ordinance which specifies assessment and trunk charge
procedures. The City also completed a feasibility report for improvements to the Boulder
Bridge and Badger Field water systems, including connection of the Boulder Bridge System
to a new water tower proposed for the Minnewashta School site, extension of the Boulder
Bridge system to serve the Heritage Development on Edgewood Road, and extension of the
Badger Field system to serve the Gideon's Woods development on Manitou Road. The
watermam improvements are scheduled for substantial completion in 1995 and the water
tower should be on line by the late summer or early fall of 1996.
In order to properly plan the sequencing of the remainder of the proposed improvements,
an implementation plan is now in the process of being developed. The plan will identify
proposed phasing of water system improvements over a 10 to 20 year period. Criteria used
to sequence phasing includes:
· Provide municipal water to new developments.
· Interconnect existing stand-alone hydro pneumatic systems.
· Coordinate water system improvements with street reconstruction needs.
. H:\CJVIL\CBE\NM\EJD\ClP
Page 4
.
.
.
· Provide water to residents requesting service.
.
Fund improvements through assessments,. trunk charges, and user fees.
· Implement the most cost-effective segments first.
· Provide service to the City of Victoria.
1996:
Four watermain segments are proposed for construction in 1996:
· Eureka Road from Smithtown Road to Birch Bluff Road to serve a proposed
18 unit development scheduled for construction in 1996. This work will be
done concurrently with reconstruction of Eureka Road to MSA standards.
· Strawberry Lane from Smithtown Road to West 62nd Street needs to be
reconstructed. Watermain will be installed in conjunction with street
reconstruction. Construction of a trail, using MSA funds, will be considered
as part of this project.
.
A watermain is proposed along Smithtown Road from Boulder Bridge Circle
to the Victoria City limits in order to provide service to the northeast area of
Victoria. A meter station will be included to measure water usage.
A short length of watermain will be constructed along Manor Road to serve
the proposed Blegin development, located south of Vine Street.
· Extension of the watermain along Smithtown Road from Eureka Road to
Country Oub Road will provide for connection of the Boulder Bridge and
Badger Field systems in order to enhance reliability and to improve system
operation. Additionally, this connection provides future capacity to serve the
City of Victoria.
.
.l2.211
The primary goal in 1997 is the connection of the Amesbury well system to the S.E. area
water system. This expansion will connect the N.E. area of the City to the existing elevated
storage tower on Old Market Road. This system expansion provides the means to serve the
entire easterly one-third of the City over the next few years.
Another major segment proposed for 1997 is along Highway 7 from Shorewood Oaks Drive
to Eureka Road providing service to the proposed 64-unit senior citizens housing project.
Other projects proposed for 1997 include Wedgewood Drive and adjoining streets, which are
in very poor condition and in need of reconstruction.
H:\CML\CEE\NM\EJD\CJP
Page 5
.
12.23;.
During 1998, water service is proposed for Birch Bluff Road and the portion of Edgewood
Road lying east of Noble Road. Additional areas of water system expansion include
Woodside Road and the adjacent streets west of Howard's Point Road of the Boulder
Bridge system.
The proposed Badger field system expansion includes the Echo Road, Shorewood Lane and
Timber Lane areas.
1m
Water system expansion is proposed for Country Club Road between Smithtown Road and
Yellowstone Trail, Yellowstone Trail between Country Club Road and Lake Linden Drive
and Lake Linden Drive between T.H. 7 and Yellowstone Trail. Country Qub Road,
Yellowstone Trail and Lake Linden Drive are proposed for reconstruction with MSA funds
along with expansion of the water system. .
The Glen Road area including Star Lane, Star Circle and Club Lane are also proposed for
water service expansion during this construction year.
2000:
. The year 2000 includes Yellowstone Trail west of Country Club Road and the Pleasant
Avenue/Wiltsey lane area. Yellowstone Trail between Country Club Road and Eureka
Road may prove to be cost prohibitive due to the low number of assessable units along this
segment. However, construction of this segment is desirable in order to loop the Country
Club/Yellowstone area with the Shorewood OaksjEureka area.
Projected Construction Schedule:
The following table provides a system expansion schedule coordinated with proposed MSA
and local street reconstruction.
.
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Page 6
.",<It
STREETS
.
The need for safe, well-maintained streets has been recognized as important by the City of
Shorewood, as well as by the traveling public in general Street maintenance functions have
annually been budgeted in the general fund as follows: patching $30,000; and seal coating
$35,000. In addition, funds have been set aside for street overlays ($80,000 per year} and
reconstruction, which is growing to $270,000 in 1996. Public Works and Engineering believe
that it may not be economically advisable to continue maintenance functions without
reconstruction. Proper drainage and subgrade of a roadway are essential to long pavement
life and are left uncorrected with a simple overlay.
The Soecial Asse~sment Questions:
In addressing the policy consideration identified in the 1992-1996 CIP, specifically design
standards and financing options, the City Council established and accepted the final report
of a Street Reconstruction Financing Task Force in 1992.
During 1993, the Council considered a special assessment ordinance consistent with the
recommendations of the Task Force of assessing one-third the cost of a typical street, and
similar to the program described in the 1993-1997 CIP. The Council determined that the
proposed ordinance should not be adopted at this time. There was concern voiced for the
actual benefit to property owners from improving collector streets, for the concept of a
special assessment adding to the "tax burden'" for truck traffic due to construction, and for
the fact that many streets do not have water utility mains under them.
.
Since the Council has decided to proceed with expansion of the City's water system as
identified in the comprehensive plan, the question of how to finance street reconstruction
becomes more imperative. Street reconstruction should be done concurrently with
watennain construction to minimize disruption to affected residents and traffic flow, and
reduce costs. The Council should strongly consider adopting a street reconstruction
assessment policy soon to provide for consistency of cost allocation during implementation
of the water system and to optimize phasing of its construction. In the interiIn, this CIP
plans for financing street reconstruction without special assessment revenue. The taxing
effort for street reconstruction is being accelerated by $20,000 per year, $190,000 in 1996
to $270,000 in 2000 in anticipation of greater street reconstruction needs. The annual overly
effort remains constant at $80,000.
Streets Defined:
Shorewood has two classes of streets: standard local streets and MSA/local collector streets.
MSA stands for Municipal State Aid. In 1990, Shorewood became a part of the MSA
system and therefor eligible for State funding for a portion of the major roadway in the City.
Currently, the amount allocated is about $215,000 per year. Approximately, 25% is being
utilized on program management, planning, and easement acquisition for future MSA
. H:\CML\CEE\NM\EJD\CIP
Page 7
MSA/LOCAL COLLEcrORS
. Desip. Policy:
The current minimum width and current Shorewood standard for MSA streets is 26 feet.
This width could be adjusted by the City Council (with State approval) if factors might call
for a different width, such as the need for on-street bike lanes, need for on-street parking,
high traffic counts, or other safety considerations. Such changes should be made only after
holding a public information meeting. Curb and gutter is required on MSA system streets.
Reconstruction froject Schedule:
The current, average estimated cost per mile of reconstruction to MSA standards is
approximately $871,000, including an allowance for storm sewers. The following project list
is a blending of reconstruction needs with available financial resources and water system
improvement needs.
.
.
H:\CML\CEE\NM\ElD\CIP
Page 9
.
Additional projects for the future include:
.
Cathcart Drive (2,640 feet) - $518,800
.
The remainder of Smithtown Road
.
Galpin Lake Road (must be added to MSA system) - $460,000.
.
Excelsior Boulevard from St. Albans Bay Road east (must be added to MSA
system) - $371,300
.
Covington Road (2,400 feet) - $396,000
Because of the time and potential additional expense for obtaining right-of-way, clearing
existing utilities, and gaining the required permits, each potential project will have to be
approved on its own individual merit. Therefore, the above list is considered a goal over the
next five years with revision as necessary. Due to the complexity of reconstruction projects, a
two-year timetable for each project from start to finish should be anticipated.
At the end ofthis_MSA section is a "MSA System" map (current and proposed).
Fundinf! Source Summarv:
.
The foUowing funding source summary illustrates where doUan will come from. to fund the
project schedule. If the projects programmed for the years 1996 - 2000 proceed as scheduled,
an advance of future MSA aUocations will need to be requested to make up the projected
funding deficit as shown in the foUowing table.
1996 1997 1998 1999 2000
Fund BaIanee, Jan. 1 5913,290 517,040 574,900 5276,240 53,290
MSA Contributions 5215,000 571,700 5215,000 5215,000 SO
Transfer - Street $48,200 SO SO 5137,100 524,700
Reconstruction
Transfer - Trails 5(137,000) SO 50 $(88,200) $(26,800)
ProjectsJExpenditures 5(1,152,000) SO SO $(948,000) 50
MSA Advance Funds 5143,300 SO SO 5424,900 $0
Program Management $(13,750) $(13,750) $(13,750) 5(13,750) 5(13,750)
Fund Balance, December 31 517,140 574,990 5276,240 $3,290 $(12,560)
.
H:\CIVIL\CEElNMlEJDlCIP Page 11
.
.
.
The State of Minnesota allocates fund to cities over 5,000 in population to improve
designated Municipal State Aid streets. The mileage of City streets designated as MSA
streets is according to a ratio established by the State. Annual allocations for this purpose
are made by the State according to a formula which considers a City's population and its
need for funding for MSA streets. It is anticipated that the City's annual MSA allocation
for the next five years will be as shown above. Expenditures shown above are as listed in
the Municipal State Aid section of the Streets and Highways schedule.
H:\CIV1L\CEE\NM\E1D\CIP
Page 12
LOCAL STREETS
. Desi2Jl Policy:
When the City determines that a street should be reconstructed (work beyond patching, seal
coating, and overlay), it would be rebuilt to its current width. Current width could be
adjusted by the City Council upon request of the property owners or by the Council
following a public information meeting if traffic counts or safety considerations suggest a
wider street is warranted.
The City's Street Reconstruction Financing Task Force broke the local streets down into
three categories:
.
Standard local
Substandard local
Other
24' +
20-24'
less than 20'
.
.
There are potential safety and legal concerns in reconstructing a street today to less than
a 20' width. This needs to be reconciled prior to reconstruction of any of our narrow streets.
Shady Island Bridee. The 1994 annual bridge inspection revealed substantial bridge_
deterioration over the past year. Enough deterioration has occurred, in fact, that weight
posting and repair were necessary in 1994. In addition, previous reports indicate that the
. useful life of the bridge will be running out within the next few years.
Therefore, it will be necessary to begin the process of replacing the bridge, with the
following steps.
1) Study the feasibility of the various options available for bridge replacement,
their costs, and funding options.
2) Plan for project expenditures in 1996.
3) Establish an advisory group of island residents.
Reconstruction Proiect Schedule:
Local street reconstruction needs have been coordinated with the city-wide water system
implementation plan to miniroi7.e disruption to affected residents and traffic flow, and to
reduce costs. Those streets that presently do not have watermains are programmed for
reconstruction when watermain is installed. Strawberry Lane is a high priority street for
.
H:\CIVIL\CBE\NM\EID\CJP
Page 13
reconstruction and is ready for watermain installation since a trunk: line is available along
Smithtown Road. Some of the project funds shown in the table below should be expended
in the preceding year for preliminary surveys and design so projects can be bid early in the
year.
.
.
. . . . - . . - . . , ,. . ',,,. ... ..... .. ..,', .... ...... ","'" . .-.
. -...... ti;i)):fd.997:Ft:' ,
::MiJ.eage' {..?}(.:)'., ::::../" :i.:-,:':U9Q:,::,;i': t. 1998 1999::> . 2000::.r
... . .-. ..
Strawberry
.49 Lane $.383,000
.09 Teal Lane S72,OOO
Shorewood
.16 Lane $97,000
Dellwood
.11 Lane S82,5OO
Mallard
.09 Lane S72,OOO
Tunber
.17 Lane $143.100
Wedgewood
.30 Drive S306,600
Pleasant/
0.30 Wiltsey S268,OOO
Shady Island
Bridge S260,000
TOTAL $643,000 S4SO.600 S240,l00 S82,5OO $268,000
In addition to this list, sections of St Alban's Bay Road may need striping or widening due
to traffic increases which have resulted from closure of slip ramps on Highway 7. Murray
Street may need reconstruction following subdivision construction. Additionally, the
following streets have been identified as the next priority:
Noble Road
Wild Rose
Garden Road
Smithtown Lane
700'
2,360'
540'
850'
$104,000
$245,000
$ 78,000
$110,000
Streets and conditions need to be re-evaIuated each year so that more specific plans can be
established. Only the first year of this plan is considered "authorized."
Fundin~ Source Summary:
.
The following- funding source summary illustrates where doUars will come from to fund the
project schedule.
H:\ClV1L\CEE\~MI EJDI,CIP
Page 14.
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.
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Fundin2 Source Summary:
The foHowing funding source summary iUustrates where doH81'S wiD come from to fund the
project schedule.
. STREETRECONSTRUCIION FUND
Fund Balance, Jan. 1
1996 1997 1998 1999 2000
5913,290 $412,655 5165,549 5147,547 5169,583
5270,000 5290,000 5310,000 5330,000 5350,000
5(9500) $(10,500) 5(11,500) 5(12,500) 5(13,500)
5(80,000) 5(80,000) 5(80,000) 5(80,000) 5(80,000)
5(643,000) 5(450,644) 5(240,100) 5(82,500) 5(268,000)
5(48,200) 50 50 $(137,100) 5(24,700)
510,065 $4,038 53,599 $4,136 53,335
$412,655 5165,549 5147,547 5169,583 5136,718
General Fund Contribution
Tfr - 5% to Trail Ftmd
Overlay Projects
Projects/Expenditures
MSA Project Ftmding
Interest Income @ 581e
Fund Balance, December 31
The City budgets funds for the overlaying and reconstnlction of local City streets. The Street
Recoostruction Fund is established as a reservoir for these funds. Revenues are budgeted
transfers from the General Fund and expenditures are as shown in the Streets and ffighways
schedule for local streets. Fund balances are allocated to future local street improvements.
1996 Activities:
· Annual seal coating and patching programs wiD continue as fund~ through the
general operating budget.
. $80,000 is set aside each year for the ongoing overlay program.
Investigate the Lake LindenffH 41- TH 7 intersection and service road. Among
the alternatives to be coosidered are:
.
.
Oosing the Lake Linden access to TH 7;
Upgrading the frontage road;
Upgrading the TH 41!fH7 intersection; and
A combination of these alternatives.
At this point there are no cost estimates.
Preliminary design should be undertaken in late 1995 for projects scheduled in
1996 so that projects can be let early in 1996.
H:ICIVILICEE\NM\EJOICIP
Page 15
.
.
.
STORMWATER MANAGEMENT
The major goal of the first few years of this capital program will be the implementation of
projects that are funded with the Storm Water Utility Fund. These projects are, by
definition, small in scope. No single project should be larger than $15,000, and it is
anticipated that they will average about $3,000.
Funding for the Glen Ro~d and Grant-Lorenz drainage projects are still included in this
schedule, but the public need or desire for these projects should be investigated before
initiating them. The Minnehaha Creek Watershed District has expressed interest in
completing the Glen Road project, and may be willing to participate in the cost.
The two planned projects would require establishment of separate watershed taxing districts
from which 70% of the project cost would be collected through special assessments:
GlenRoad. This project consists of developing ponds two and three as delineated
in the Glen Road drainage report prepared by the watershed. Also included are the
interconnecting pipes and rough estimate of the easements required.
Grant-Lorenz. This project entails improvement to the drainageway north of
Smithtown Road along Grant-Lorenz. Included are ditch cleaning, culvert
replacement, and realignment in some areas.
Project Schedule:
;,'.'l"~':' ..........;..:::.:.:..:..i99?:.~j...:::::........:.:.:.:... :!.;2~:.,...i:.:..:...:i...ji::....;..:
;:!::19?6::::m':!m::!\M::'Y
"..........-...-..............
no .... .............
Glen Road:
Easements $88,000
Construction $115,000
Grant-Lorenz:
Easements $5,000
Construction $58,000
TOTAL $88,000 $120,000 $58,000 $0 $0
Fundine Source Summary:
The following funding source summary illustrates where dollars will come from to fund the
project schedule: .
H:\CML\CEE\NM\EJD\CIP
Page 17
.
.
.
. ..
.......... .. ......... STORM SOURCE SUMMARy ... ...... ....... {....
1996 1997 1998 1999 2000
Fund Bahmce, Jan. 1 S97,644 516,400 569,392 $87,527 5122,515
Utility Fee Revenues $44,000 $44,000 544,000 544,000 $44,000
General Fund Contribution S10,000 S10,000 S10,000 S10,000 510,000
Drainage Distrid Revenue $0 S139,300 $42,000 $0 $0
Maintenanee Ex,.aitures $(47,644) $(22,000) $(22,000) 5(22,000) $(22,000)
Project Expenditures 5(88,000) 5(120,000) $(58,000) $0 $0
Interest Income @ 5% $400 51,692 52,135 52,988 $3,863
Fund Balance, December 31 516,400 $69,392 587,527 5122,515 5158,378
The Storm Drainage Fund is established to finance maintenance of the City's storm sewer
system, and to fund future drainage projects. Revenues are derived from a utility charge to aD
properties within the City. The City anticipates that 50% of annual revenues will be used to
maintain the system, and 50% will be available for drainage projects. Annual contributions
from the General Fund and tax levies on special drainage districts will complete the funding
requirements for drainage projects. The amounts shoWn for drainage projects are as listed on
the Storm Drainage Schedule.
The foDowing page is a tlow chart which explains funding for the Shorewood Stormwater
Ma~ent Program.
H:ICIVILICEElNM\E1DIClP
Page 18
MISCELLANEOUS MAINTENANCE PROJECTS
. The City sets aside $20,000 per year to fund miscellaneous projects to correct drainage
problems. It is suggested that the City implement corrective measures in 1996 for all
priority 1 projects and as many priority 2 projects as the allocated $20,000 plus the
unexpended carry-over, estimated at $27,644, from 1995 will fund. If funds are sufficient for
all priority 1 and 2 projects, priority 3 projects should also be implemented, beginning with
the oldest issue until funds are exhausted. '
CRITERIA FOR MINOR DRAINAGE PROJECTS
TO BE FUNDED BY STORMWATER UTILITY
GENERAL -
Projects to be funded under this utility will include only those
projects that are estimated to cost less than $15,000. Projects
will he completed in order of priority, as defined below and as
categorized and dated by the Public Works Director. Where
two (2) or more projects have the same priority, the older of
the projects will be completed first, funding permitted. Total
project spending per year will not exceed $30,000 or the fund
balance, whichever is smaller.
.
1)
PUBLIC SAFETY AND HEALTH
Primary attention will be paid to those projects that impact the public health or
safety. These projects would include ice problems on the road, erosion that is
causing a hazardous structural problem (Le. undermining a road), or storm water that
is causing a significant health problem (such as flooding the sanitary system).
2) SUBSTANTIAL FINANCIAL IMPACT TO THE CITY
This category will include those projects that, while not endangering the public
health, will still have a negative impact on the residents as a whole. Projects in this
category include minor infrastructure replaceinent that cannot be funded cost
effectively by other means. Other potential projects include erosion causing property
damage and minor structure replacement.
.
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3)
PUBLIC NUISANCE
This category includes those projects that cannot be considered a substantial hazard,
are not likely to cause a financial loss to the City, but are a public nuisance. These
projects include standing water in the roadway, unwanted flooding in public parks,
and minor erosion projects.
4)
PRIVATE NUISANCE
Finally, those projects that are a nuisance to a single residence or small group of
residences that the City Council deems that the City has some responsibility to help
correct. These projects include those instances where a large drainage area is
causing a problem to a small area, and the homeowner(s) is (are) willing to allow a
right-of-entry to City crews without cost.
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MISCELLANEOUS MAINTENANCE
. Priority 1. Public Safety and Health
· 19795 Near Mountain Boulevard, sump pump and drain tile discharge to
street - (8/94).
· 5670 Old Market Road, sump pump discharge to street - (4/95).
Priority 2. Substantial Financial Impact t!l City
· Morgobsky drainage and 1&1 problem, along Smithtown Road - (3/94) plans
complete pending cost split with county.
· Minnetonka Drive storm sewer system - (10/94).
· 23622 Smithtown, driveway flooding - (3/94), plans complete, cost split with
county pending.
· 6100 Apple Road, driveway property flooding - (8/95).
Priority 3. Public Nuisance
.
Harding Avenue in front of Agaard residence - (12/92).
Bracketts Road in front of Champion residence - (1/93).
.
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· Grant Lorenz "puddling" - (10/94).
Priority 4. Private Nuisance
· Rear yard drainage problem at Brown residence along Harding Lane - (6/92).
· Bache sump pump drainage, 5535 Wedgewood Road - (5/94).
.
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SANITARY SEWER SYSTEM
The operation and maintenance of the sanitary sewer system is a City responsibility necessary
to protect the public health. The existing system covers nearly aD property within the City
limits and indudes varying sizes and types of gravity sewer along with 18 lift stations to
transport sewage where gravity now is not possible.
The system can be divided into roughly two categories, the older, original portions constructed
by the City in the early 1970's and the newer portions constructed as a part of relatively recent
devdopment.
As the older portions of the system are nearing 20 years old, recent expenditures have. focused
on the maintenance and deaning of the older gravity lines combined with the rehabititation of
lift stations (which is now completed). Maintenance has consisted of nushing, televising, and
sealing to prevent the innow and. infiltration (1&1) of clear (ground and rain) water into the
system. In 1994 a Comprehensive City-wide dear water inflow and infiltration inspection
program was completed. Rehabilitation of the lift statioDS consisting primarily of conversion to
modem systems and the replacement of worn parts was completed in 1994.
Inflow and Infiltration U&D Control:
1&1 reduction is desirable from both aD economic and environmental standpoint. Reducing the
amount of dear water in the sanitary system should reduce the charges levied by the
Metropolitan Council Environmental.Services (MCES) and reduce the operating time of the lift
stations. Data from the MCEC and lift station run times wiD be analyzed yearly to determine
what, if any, benefit is being realized by the City. The economic worth of the environmental
issues involved is necessarily a matter of council policy.
In 1995 the MCES established a Task Force to review its cost aDocation methods. At the
present time, the MCES uses a single rate system which aDocates its current operating expenses
to the user communities on the basis of the wastewater now each community contributes. Some
communities, partieularly the core cities, have argued that it is more costly to 'serve outlying
communities and, therefore, those communities should be charged a higher rate. To assist in
investigating the current MCES rate structure, the Task Force established a technical advisory
committee. This is made up of representatives from various user communities. Sborewood is
represented on the committee by the City Administrator.
At this time, there appears to be little support for changing the single rate cost allocation
method now used by the MCES. However, there does appear to be strong support for raising
the portion of the debt service paid by SAC charges thereby requiring an increase ill the'SAC
rate. Increases in the SAC rate are likely. Since the SAC rate charged by the MCES is
uniform, and Sborewood bas rdatively few new connections each year, but is a "wet"
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community, a SAC increase could be of some benefit to Shorewood because it would tend to
reduce the growth of sewer rates.
An important recommendation that the Technical Advisory Committee has made to the Task
Force deals with inflow and infiltration (1&1) reduction. A study recently conducted indicates
that the MCES could save $2 million per year if all 1&1 in the sewer system were reduced to
normal levels. The suggestion is for the MCES to allocate a total of $1 million per year in the
form $50,000 maximum loans to user communities for 1&1 reduction programs. The
communities would pay the loans back at the rate of $10,000 per year. However, if progress can
be shown toward reducing 1&1, the loans would be forgiven. All of the details of this program
are yet to be developed. It is not dear as to whether or not the Task Force will adopt or endorse
the committee's recommendations. If the MCES adopts such a program, Shorewood should
apply to participate.
In the interim, it is recommended that Shorewood continue its efforts to control 1&1 by
proceeding in 1996 with an 1&1 study approved as part of the 1995 operating budget. The
study would identify an approach to investigating 1&1 in Shorewood's coDection system,
induding methods to quantify excessive 1&1 and an ongoing program to reduce excessive 1&1
where cost-effective.
Sanitarv Sewer SYStem Extensions:
The existing trunk sewer system is adequate to serve the anticipated development over the next
five years. Any local extensions are anticipated to be paid for either through development or
assessment at the time of petition.
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PUBLIC FAcn.rrlES AND OFFICE EQUIPMENT
Plans must be finalized on the disposition of the old buildings at Badger Park. A new shelter
needs to be built to house the Badger weD. This should be completed in 1996.
Park Commission and Planning Commission have identified a parcel of land on Academy
Avenue which could be sold with the proceeds going to park improvements. The City would
receive only a prorated share of sale proceeds.
Current plans caB for the City to contribute $311,000 to. the South Shore Senior/Community
Center project in 1996.
The Council has conduded that an increasing amount of funds should be set aside each year so
that timely upgrades to computer systems can be made. Because these funds are "set-aside"
rather than "expended" each year, the set aside is shown on the General Fund Capital
Appropriations Chart of the Capital Finance Plan section of this document. The balance is
shown as "designated" for office equipment on the Capital Reserve Fund Chart.
$10,000
Bad2er Weft Buildin2 (1996)
$311,000
South Shore Senior/Community Center (1995)
$10,000 Relocation of hockev rink in DreDaration for South Shore Senior/Community
Center (1996
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TRAILS
Past public opinion surveys have indicated a strong interest in development in Shorewood.
The City adopted a trail plan in 1992. With this Capital Improvement Plan, resources are
allocated and a trail implementation plan is adopted. The trails identified on this trail
project schedule are along streets which are likely to be worked on over the next five years
and along those not likely to need reconstruction for at least ten years.
.:II:.I:II::.I:!::.::!.::,:::::::...!!::::.....::!;..::':::::.:,:,.'::..':..::.':'..::..:!!:.,:.:.:.::'.:..:1!::::'!!..T1Um:~~Rom:a':s~ij'~::'lf:.,:.:.i':.:.:::::::::.i"'::::'::'::::':::::::::":":';:
...;':',';:j:~l.jj!~:ji~;!i::.:::.'~.::.:::.:.::;:.
1996 1997 1998 1999 2000
Strawberry
2,600' Asphalt $25,000
Lake Unden
1,500' Concrete $24,000
Yellowstone Trail
1,700' Concrete $27,200
Country Club
2,300' Concrete $37,000
Smithtown Road
(Country Club to Eureka)
4,200' Concrete $68,000
Eureka Road
(Smithtown to Birch Bluff)
2,750' Concrete $44,000
TOTAL $137,000 $0 $0 $88,200 $0
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Fundinf! Source Summary
The foRowing funding source summary illustrates where doDars will come from to fund this
project schedule:
1996 1997 1998 1999 2000
Fund Balance, January 1 $90,000 $117,363 SI46,434 S177,257 S204,751
Tfr - Cap. Reserve Fund S15,000 $15,000 oS15,000 $10,000 $0
5% From Street Fuud $9,500 S10,500 SII,500 S12,500 S13,500
Tn - MSA S137,000 $0 $0 $88,200 $26,800
Trail Construction $(137,000) $0 $0 $(88,200) $0
Interest Income @ 5% $2,863 $3,572 $4,323 $4,4994 $6,126
Fund Balance, December 31 S117,363 $146,434 S177,257 $204,751 $251,178
The Trail Fund is established to finance the implementation of the City's Trail ~ystem plan.
Revenues are derived from budgeted transfers from the Capital Reserve Fund, Street Fund,
MSA Fund (75% of MSA Project Cost) and anticipated ISTEA grants. Expenditures shown
are improvements funded from these sources. Fund balances will be aDocated to future trail
improvements.
:0\
ISTEA Grant Funds may be available up to 50% of Trail constnlction costs.
The foDowing pages are the individual park site improvement plans and the trail plan.
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OS;\lOlT
Schelen
~eron&
AsSociates, Inc.
300 Park Place East
5775 Wayzata Boulevard
Minneapolis, MN 55416-1228
612-595-5775
1-800-753-5775
FAX 595-5774
January 4, 1996
Engineers
Architects
Planners
Surveyors
Honorable Mayor and City Council
City of Shorewood
5755 Country Club Road
Shorewood, MN 55331
Re: Implementation Plan
Water Distribution System
OSM Project No. 5572.08
Dear Mayor and Council Members:
We are pleased to present this Implementation Plan Report for your consideration. The
purpose of the report is to provide the City with a plan for orderly expansion of the water
distribution system. The plan was prepared with the assistance of Larry Brown, Jim Hurm,
Brad Nielsen, AI Rolek, and Don Zdrazil. Their help is very much appreciated.
Please feel free to contact me (595-5665) or Paul Hornby (595-5696) with any questions or
comments. If you would like to meet to discuss the report, Paul and I would be pleased to
do so at your convenience.
Thank you.
Sincerely,
ORR-SCHELEN-MA YERON
& ASSOCIATES, INC.
~.
EdwardJ. DeLaForest, P.E.
Project Manager
ce
H:\SS72.08\CML\CORRES\OI049SSHW
Equal opportunity Employer
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IMPLEMENTATION PLAN
FOR
WATER DISTRIBUTION SYSTEM
SHOREWOOD,MrnNNESOTA
JANUARY, 1995
ORR-SCHELEN-MA YERON & ASSOCIATES, INC.
CONSULTING ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS
300 PARK PLACE EAST
5775 WAYZATA BOULEVARD
MINNEAPOliS, MINNESOTA 55416-1228
(612) 595-5775
OSM Project No. 5572.08
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I. INTRODUCTION
In June 1995, a water distribution system model and evaluation report was
prepared by OSM & Associates, Inc., to provide an update to the comprehensive
water study reports developed in 1984 and 1990. These reports identified a
comprehensive water distribution system to provide a safe, reliable source of
water to all of Shorewood's residents. The purpose of this report is to identify
how to best implement the various segments of the proposed water distribution
system. Several criteria were identified to aid in prioritizing these segments. They
are:
· Alleviates low pressure in an existing area.
· Increases fire flow capacity.
· Existing and future use demands are met.
· Cost-effective in consideration of potential assessment, trunk, and user
revenues.
· Can be done concurrently with street reconstruction.
· Resident request for City water.
These prioritization criteria, along with the guidelines established in the
comprehensive plan, are the basis for the twenty-year schedule for completing the
citywide water distribution system proposed in this report.
II. WATER DISTRIBUTION SYSTEM PHASING
The plan is divided into three primary phases. The three primary phases consist
of two five-year segments followed by one ten-year segment over the years 1996
through 2015. The phasing periods provide for expansion of the existing water
distribution system by connecting the existing isolated systems, while connecting
an optimal number of system users, coordinating projected street restoration and
reconstruction schedules, satisfying prioritization criteria, and localizing
construction areas to increase phase feasibility.
A phase summary in spreadsheet format illustrates a detailed schedule of water
system expansion by year for each phase, and a color coded map is included
showing the system expansion. The phase summary spreadsheet and map is
located at the end of this system phasing section. The spreadsheet contains
information including segment prioritization by year, the code identifying the
driving force for segment implementation (first phase only), segment length,
OSM Project No. 5572.08
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projected assessment funds available, and cost estimates illustrating watermain
costs, street restoration costs, and street reconstruction for local and MSA streets.
Street restoration includes patching the existing street during watermain
construction, and street reconstruction includes rebuilding the entire street from
the subgrade to driving surface. The spreadsheet column titled ''Total Amount"
includes estimated costs for watermain construction and street restoration. Local
street and MSA street reconstruction estimates are included in the spreadsheet
as a comparative illustration. The column indicated for watermain costs can be
added to the street restoration or local/MSA street reconstruction, as applicable,
to provide the City options for construction financing.
The first phase of implementation begins in 1996 and extends through the year
2()()(). The primary goal of this phase is to provide interconnections between the
Badger Field and Boulder Bridge systems in the western half of the City, and the
Amesbury and Silverwood systems in the northeastern and southeastern areas of
the City. Lateral expansion from the trunk extensions are incorporated to
provide a looped system, with future lateral extensions added over the next two
phases of the plan within each looped area.
The second phase covering the years 2001 through 2005, completes a looped
distribution system in the western half of the City and provides for lateral
extension within these looped areas. Work in the northeast area extends the
Amesbury distribution system from the Amesbury development west to the City
boundary with Greenwood and south to T.H. 7, leaving a few segment areas east
of Amesbury for expansion in the next phase.
Extension of the distribution system between the western and eastern half of the
City is scheduled to begin in the last two years of the second phase. This
segment expansion includes areas south of Galpin Lake and west of Christmas
Lake. System improvements to this area will give the City the ability to close the
interconnection with the City of Excelsior at Grant Street.
Phase three is scheduled over a ten year period between 2006 and 2015 in order
to assist financing and to provide options for future alterations of the schedule.
The primary goal of the third phase is to complete connection of the eastern and
western water distribution systems. This connection is scheduled to take place
between the years 2008 and 2009, and will give the City an option to abandon the
well north of Christmas Lake and west of Lake Como. The years between 2006
and 2008 are primarily intended to expand the lateral system to areas directly
south and west of the Excelsior City limits. The last five years of this third phase
are intended to complete lateral extensions to any remaining areas including
areas with private roads.
OSM Project No. 5572.08
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The projected phasing schedule is designed to be somewhat flexible to allow for
modifications that will complement financing, provide water service for residents
requesting service, and to provide service to areas with deteriorating private wells.
GRAPHICAL ILLUSTRATIONS AND SPREADSHEETS (see following sheets)
OSM Project No. 5572.08 Page v
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III. FINANCING
Expansion of the water distribution system will be financed through assessments,
trunk charges, and water user fees. Local street reconstruction funds and MSA
street reconstruction funds will be used to reconstruct streets as conditions
warrant in conjunction with the expansion of the water system. This will reduce
the impact of restoring street with water fund resources.
The twenty year plan for implementation is estimated to cost between $14 million
and $15 million, based on 1995 price levels with restoration of existing streets
used for estimating purposes. Restoration of existing streets consists of patching
the pavement areas disturbed by construction activities, along with the re-
establishment of turf.
IV. SUMMARY
The Water Distribution System Implementation Plan provides for expansion of
the water system over a twenty-year period in three phases. The plan is designed
to satisfy local prioritization criteria, street reconstruction scheduling, and
comprehensive plan requirements. The plan is flexible to account for available
assessment funds, development, and City project funding needs. The plan phasing
includes estimated costs for existing street restoration, local street reconstruction,
and MSA street reconstruction in conjunction with watermain construction to
provide the City with funding resource options.
OSM Project No. 5572.08
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN, 1996~2000
~
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- EXISTING
- 1996
-1997
- 1998
- 1999
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
Pioe Locations Quantities Assessments Street Construction Method
Total Units CosVUnit Funds Trunk Water main costs Street Local Street MSA Street
Priority Code Pipe No. Street Name From To Lenath (ft) Size (in) Amount Restoration Reconstruction Reconstruction
Cost breakdown for reference use onl
1996 0 281 Eureka Rd. Smithtown Rd. Birch Bluff Rd. 2750 8 $129,411.00 36 $ 5,000.00 $ 180,000.00 $ 90,000.00 $129,411.00 $ 482,000.00
1996 I 214 Smithtown Rd. Countrv Club Rd. Club La 1400 16 $ 90.612.00 12 $ 5,000.00 $ 60,000.00 $ 90,612.00 $ 210.000.00
1996 I 215 Smithtown Rd. Club La Wedaewood Dr. 1800 16 $118030.50 18 $ 5,000.00 $ 90.000.00 $ 118,030.50 $ 380,500.00
1996 I 216 Smithtown Rd. Wedaewood Dr. Eureka Rd. 530 16 $ 40,257.00 12 $ 5.000.00 $ 60,000.00 $ 40,257.00 $ 79,500.00
1996 0 Manor Road Vine St. 200' south 200 8 $ 18,940.50 3 $ 5,000.00 $ 15,000.00 $ 10,000.00 $10,503.00 $ 8,437.50
1996 ST 302 Strawberrv La. Smithtown Rd. Macle Ave. 1700 12 $ 165,375.00 17 $ 5 000.00 $ 85.000.00 $ 93,582.00 $ 71,793.00 $ 383,000.00
1996 V 308 Smithtown Rd. Boulder Bridae Cir. South city limits 1200 12 $149,431.50 24 $ 5,000.00 $ 120000.00 $ 70000.00 $ 97 726.50 $ 51.705.00
Annual Totals $ 712.057.$0 122 $ 610.QOO.00 $ 170.000.001I $ 580122.00 $ 131.935.50 $ 383 000.00 $1.152.000.00
1997 A 269 WEldaewood Dr. $mlthtown. Rd. Tonka Bav Umits 3050 8 $ 198,917.10 23 $ 5000.00 $ 115000.00 $1!:l8,917.oo $ 66.644.10 $ 306,644.00
1997 A 270 Mallard La WedaewoodOr. Cul-de-sac 370 8 $ 34.290.00 6 $ 5.000.00 $ 30;000.00 $18,306..00 $ 15 !:l84.oo $ 72,250.00
1997 A 271 Teal La. Wedaewood Dr. Cul-de-sac 250 8 $ 24.381.00 5 $ 5,000.00 $ 25.000.00 $13,567.50 $10.813.50 $ 72,250.00
1997 I 104 St Albans Bav Rd. Excelsior Blvd. Manor Rd. 1700 12 $167.575.50 18 $ 5.000.00 $ 90.000.00 $ 94 270.50 $ 73,305.00
1997 I 105 Manor Rd. St Atbans Bav Rd. Kniahtsbridae Rd. 1500 12 $ 147 933.00 17 $ 5,000.00 $ 85.000.00 $ 83,254.50 $ 64,678.50
1997 0 303 TH NO.7 Shorewood Oak$ Dr Eureka Rd. 1650 12 $ 1~,847.oo 67 $5 000.00 $ 335000.00 $ 160 000.00 $125,841.00
.
Annual Totals $ 698.943.60 136 S ..000.00 $160.000.00 $ 534 162.50 $ 231.425.10 $ 451 144.00
1998 ST 251 Timber La. Smithtown Rd. Cul-de-sac 1800 8 $ 159 826.50 19 $ 5,000.00 $ 95.000.00 $ 82,269.00 $ 77,557.50 $ 143,100.00
1998 ST 254 Shorewood La. Smithtown Rd. Cul-de-sac 950 8 $ 84,334.50 9 $ 5,000.00 $ 45,000.00 $ 43,321. .50 $ 41.013.00 $ 97 000.00
1998 A 255 Echo Rd. Countrv Club Rd. Slllithtown Rd. 2000 8 $ 182 088.00 29 $ 5,000.00 $ 145,000.00 $ 95,904.00 $ 86.184.00
1998 A 291 Birch Bluff Rd. Grant Lorenz Rd. Eureka Rd. 2350 8 $ 217,633.50 39 $ 5.000.00 $ 1!:l5ooo.oo $ 116,289.00 $101 344.50
1998 L 306 Edaewood Rd. Noble Road Grant Lorenz Rd. 2480 8 $ 223.033.50 30 $ 5,000.00 $ 150,000.00 $ 116,167.50 $106 866.00
1998 L-R 307 Woodside Dr. Boulder Brldae Dr. Howard's Point Rd. 2400 8 $ 217.255.50 33 $ 5,000.00 $ 165.000.00 $113 845.50 $103.410.00
1998 R 317 Boulder Bridae Cir. Boulder Bridae Cir. Cul-de-sac 300 8 $ 30,982.50 9 $ 5.000.00 $ 45.000.00 $ 18,009.00 $12,973.50
1998 319 Kathleen Ct. Woodside Dr. Cul-de-sac 300 8 $ 28 917.00 6 $ 5 000.00 $ 30 000.00 $ 15,943.50 $ 12.973.50
1998 320 Woodside La. Woodside Dr. Cul-de-sac 300 8 $ 27540.00 4 $ 5,000.00 $ 20 000.00 $ 14,566.50 $12,973.50
Annual Totals $1.171.611.00 178 $ 890.000.00 $ 616.315.50 $ 555.296.50 $ 240.100.00
Code Kev: R .. Reauests; L = LOOD connection; ST = Street; A = Aae of well/develoDment; o = New develooment; I = Interconnection; V = Victoria
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Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
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1/4196 3:13 PM
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
Pipe Locations Quantities Assessments Street Construction Method
Total Units CosVUnit Funds Trunk Water main costs Street Local Street I MSA Street
Priority Code Pice No. Street Name From To Lenath (ft) Size (in) Amount Restoration Reconstruction I Reconstruction
Cost breakdown for reference use onl
1999 ST 212 Yellowstone Tr. Lake Linden Dr. CountrY Club Rd. 1700 12 $91 516.50 14 $ 5,000.00 $ 70,000.00 $ 91 516.50 $ 302 000.00
1999 ST 211 Lake Linden Dr. Service Rd.TH No.7 Yellowstone Tr. 1500 12 $ 81 189.00 14 $ 5,000.00 $ 70,000.00 $ 81,189.00 $ 247,000.00
1999 A 266 Club La. Smithtown Rd. Cul-de-sac 900 8 $ 79,083.00 7 $ 5.000.00 $ 35 000.00 $ 40,257.00 $ 38,826.00
1999 A 267 Star La Smithtown Rd. Cul-de-sac 750 8 $ 65,205.00 6 $ 5.000.00 $ 30,000.00 $32,818.50 $ 32,386.50
1999 A 268 Star Cir. Star La. Cul-de-sac 150 8 $16,038.00 4 $ 5 000.00 $ 20,000.00 $ 9,504.00 $ 6,534.00
1999 A 272 Manitou La. Glen Rd. Amlee Rd. 330 8 $29 133.00 3 $ 5.000.00 $ 15,000.00 $ 14,890.50 $ 14,242.50
1999 A 273 Amlee Rd. Manitou La. Cul-de-sac 750 8 $ 71,401.50 15 $ 5.000.00 $ 75,000.00 $ 39,015.00 $ 32,386.50
1999 A 274 Glen Rd. Wedaewood Dr. Manitou Rd. 2850 8 $ 260 050.50 40 $ 5,000.00 $ 200,000.00 $ 137,227.50 $ 122 823.00
1999 ST 213 Countrv Club Rd. Yellowstone Tr. Smlthtown Rd. 2400 12 $119313.00 8 $ 5,000.00 $ 40.000.00 $ 119.313.00 $ 399 000.00
Annual Totals $ 812.929.50 111 $ 555,00Q.00 $ 565.731.00 $ 247.198.50 $ 948.000.00
2000 L 262 Yellowstone Tr. Club Vallev Rd. Tee Tr. 230 8 $ 24.948.00 8 $ 5 000,00 $ 40.000.00 $ 14 958.00 $ 9.990.00
2000 ST 263 Wilt$9Y /Pleasant Yellowstone n. Cul-de-sac 1100 8 $ 93.nl.oo 6 $ 5.000.00 $ 3(),000.00 $ 46 318.50 $ 47.452.50 $ 268,000.00
2000 L 264 Yellowstone Tr. Countrv Club Rd. Eureka Rd.tlstave.l 3800 8 $ 316 751.50 10 $ $.000.00 $ $0,000.00 $152,010.00 $163,741.50
Annual Totals $ 434.470.50 24 $ 120 000.00 $ 213 286.50 $ 221.184.00 $ 268.000.00
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CodlitKev: R = Reauests; L = Loop connecUon: ST = Street; A = A09 of welVdevelooment; o = New develooment' I == Interconnection.; V = Victoria
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Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
h:\5572.08\civil\cost-est.x1s
1/4/96 3:13 PM
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN, 2001 TO 2005
YEAR
- EXISTING
- 1996-2000
- 2001
- 2002
- 2003
- 2004
Em:I 2005
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
Pice Locations Quantities Assessments Street Construction Method
Total Units CosVUnlt Funds Trunk Water main costs Street Local Street MSA Street
Priority Code Pice No. Street Name From To Length (ft) Size (in) Amount Restoration Reconstruction Reconstruction
I
2001 112 Excelsior Blvd. St A1bans Bav Rd. Easement 1400 8 $ 124 659.00 15 $ 5 000.00 $ 75,000.00 $ 64,327.50 $ 60,331.50 $ 371,300.00
2001 113 St Albans Bav Rd. Suburban Dr. Minnetonka Blvd 1900 8 $ 164,821.50 15 $ 5,000.00 $ 75,000.00 $ 82,890.00 $ 81,931.50
2001 114 Minnetonka Blvd St A1bans Bav Rd. Femcroft Dr. 1300 8 $ 115.654.50 13 $ 5,000.00 $ 65.000.00 $ 59,575.50 $ 56,079.00
2001 119 Garden Rd. Bavswater Rd. Minnetonka Blvd 1300 8 $ 116,343.00 14 $ 5,000.00 $ 70,000.00 $ 60,264.00 $ 56,079.00
2001 120 Minnetonka Blvd Garden Rd. Fatima PI. 800 8 $ 66,231.00 2 $ 5,000.00 $ 10.000.00 $ 31,752.00 $ 34,479.00
2001 121 Fatima PI. Minnetonka Blvd Cul-de-sac 500 8 $ 48.046.50 9 $ 5.000.00 $ 45.000.00 $ 26,446.50 $21,600.00
2001 312 Cathcart Dr. W. 62nd St. Beverlv Dr. 600 8 $ 54,297.00 7 $ 5.000.00 $ 35.000.00 $ 28 444.50 $ 25 852.50 $140.000.00
2001 313 Cathcart Dr. Beverlv Dr. Smithtown Rd. 1700 8 $ 146,756.50 14 $ 5,000.00 $ 70,000.00 $ 75,451.50 $ 73,305.00 $ 378,800.00
2001 127 Lakewav Terr. Minnetonka B1yd Cul-de-sac 1100 8 $ 106.164.00 24 $5.000.00 $ 120.000.00 $ 58,711.50 $ 41 4$2.50
Annual Total. $ 944.973.00 113 $ 56.5000.00 $ 4$7 863.00 $ 457110.00 $ 890.100.001
2002 115 Femcroft Dr. Minnetonka Blvd Rustic Wav 1650 8 $151.767.00 24 $ 5,000.00 $ 120000.00 $ 80 649.00 $ 71,118.00
2002 116 Rustic Way Femcroft Dr. Idlewild Path 750 8 $69.336.00 12 $ 5,000.00 $ 60.000.00 $ 36,949.50 !l; 32 386.50
2002 117 Rustic Way ldIewild path Eas.ement 600 8 $$3.608.50 6$ 5.000.00 $ 30,000.00 $ 27 756.00 $ 25 852.50
2002 118 West lane SUburban. Drive Garden . Rd. 1200 8 $101.398.$0 6 $ 5.000.00 $ 30,000.00 $ 49 693.$0 $ 51,705.00
2002 122 SUburban Dr. Manor Rd. Idlewild Path 1100 8 $ 1$2 887.50 20 $ 5 000.00 $ 100.000.00 $ 79 582.50 $ 73 305.00
2002 123 SUburban Or. Idlewild Path Easement 800 8 $ ~.985.00 6 $ 5 000.00 $ 30,000.00 $ 34 506.00 $ 34,479.00
2002 124 ktlewild path Rustic Way Suburban Dr. 600 8 $ 54.297.00 7 $ 5,000.00 $ 35.000.00 $ 28,444.50 $ 25,852.50
2002 125 Woodend PI. St A1bans Bav Rd. Femcroft Dr. 350 8 $ 31,414.50 4 $ 5.000.00 $ 20.000.00 $ 16,254.00 $ 15 160.50
2002 126 IwLa. Femcroft Dr. Rustic Way 700 8 $ 64.'111.50 10 $ 5.000.00 $ 50,000.00 $ 33,885.00 $ 30 226.50
2002 314 Afton Rd. Cathcart Dr. Smithtown Rd. 850 8 $ 16.612.50 9 $ 5,000.00 $ 45,000.00 $ 39,946.50 $ 36 666.00
2002 400 SUburban Dr. Esmt Suburban Drive To East 475 8 $ 43.368.75 5 $ 5 000.00 $ 25.000.00 $ 22,848.75 $ 20 520.00
2002 284 Birch Bluff Rd. Eureka Rd. Tonka BaY Umits 650 8 $60,231.00 10 $ 5 000.00 $ 50.000.00 $ 32 197.50 $ 28 039.50
2002 285 LeeCir. Birch Bluff Rd. Cul-de-sac 200 8 $19.818.00 4 $ $.000.00 $ 20 000.00 $11,191.50 $ 8 626.50
2002 304 Howard's Point Rd. Smlthtown Rd. Woodside Dr. 1800 12 $ 114.082.50 15 $ 5,000.00 $ 75,000.00 $ 96,525.00 $ 77 557.50
Annual Totals $1 121.924.25 138 $ 690 000.00 $ 590.429.25 $ 531.495.00
2003 286 Wild Rose La. Eureka Rd. Grant Lorenz Rd. 2350 8 $210.000.00 28 $ 5 000.00 $ 140.000.00 $ 108715.50 $101 344.50
2003 292 Svlyan La. Wild Rose La. Cul-de-sac 250 8 $ 23.692.50 4 $ 5.000.00 $ 20,000.00 $12,879.00 $ 10813.50
2003 293 Grant Lorenz Rd. Smithtown Rd. Birch Bluff Rd. 3035 8 $ 264.647.25 26 $ 5,000.00 $ '130,000.00 $ 133.832.25 $130,815.00 $ 677.200.00
2003 294 Oak Ridae Cir. Grant Lorenz Rd. Cul-de-sac 500 8 $ 46 669.50 7 $ 5,000.00 $ 35.000.00 $ 25,069.50 $ 21.600.00
2003 410 NOble Rd. Grant Lorenz Rd. West to Heritaae 1750 8 $ 151,942.50 13 $ 5.000.00 $ 65 000.00 $ 76,450.50 $ 75,492.00
2003 282 Nelsine Dr. Eureka Rd. Wedaewood Dr. 450 8 $ 43,483.50 8 $ 5.000.00 $ 40,000.00 $ 24 070.50 $19413.00
2003 283 Orchard Clr. Eureka Rd. Cul-de-sac 250 8 $24,381.00 5 $ 5.000.00 $ 25.000.00 $ 13.567.50 $ 10.813.50
2003 287 Meadow View La. Wild Rose La. Valley Wood Rd. 650 8 $ 54 729.00 2 $ 5.000.00 $ 10,000.00 $ 26,689.50 $ 28.039.50
2003 288 Sunny Vale La. Meadow View La. Eureka Rd. 670 8 $ 60,453.00 8 $ 5.000.00 $ 40,000.00 $ 31,495.50 $ 28.957.50
2003 289 Vallev Wood Rd. Eureka Rd. Cul-de-sac 1350 8 $118813.50 12 $ S,ooo.OO $ 60,000.00 $ 60.574.50 $ 58.239.00
.2003 290 Valley Wood Cir. Valley Wood Rd. Cul-de-sac 200 8 $19129.50 3 $ 5,OOO.()O $ 15,000.00 $ 10,503.00 $ 8,626.50
2003 324 E1mridae Clr. Edaewood Rd. Cul-de-sac 300 8 $ 28,228.50 5 $ 5,000.00 $ 25,000.00 $ 15,255.00 $ 12,973.50
Annual Totals $ 1,046 229.75 121 $ 605.000.00 $ 539.102.25 $ 507.127.50 $ 677 200.00
Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
h:\5572.08\civil\cost-est.x1s
1/4196 3:53 PM
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
Pipe Locations Quantities Assessments Street Construction Method
Total Units Cost/Unit Funds Trunk Water main costs Street Local Street MSA Street
. Priority Code Pice No. Street Name From To Length (ft) Size (in) Amount Restoration Reconstruction Reconstruction
2004 209 Galein Lake Rd. Murrav St. Service Rd. TH NO.7 1500 12 $ 146,556.00 15 $ 5,000.00 $ 75,000.00 $ 81.8n.50 $ 64,678.50 $ 314,000.00
2004 210 Service Rd. TH No.7 Galpin Lake Rd. Lake Linden Dr. 4110 12 $ 374,652.00 2 $ 5,000.00 $ 10,000.00 $197.491.50 $177160.50
2004 231 Galein Lake Rd. Murrav St. Chanhassen Limits 700 8 $ 62,046.00 7 $ 5,000.00 $ 35,000.00 $ 31,819.50 $ 30,226.50 $ 146.000.0C
2004 205 Mill St. Christmas Lake La. I Aoele Rd. 1275 12 $ 152.604.00 12 $ 5,000.00 $ 60,000.00 $ 70,092.00 $ 82,512.00
2004 206 IApple Rd. Mill St. Bracketts Rd. 500 12 $ 58,279.50 17 $ 5 000.00 $ 85,000.00 $ 36.679.50 $21 600.00
2004 207 Easement Bracketts Rd. Murrav St. 1200 12 $111,361.50 4 $ 5 000.00 $ 20,000.00 $ 59,656.50 $ 51,705.00
2004 208 Murrav St. Easement GalPin Lake Rd. 2200 12 $ 205,483.50 8 $ 5 000.00 $ 40,000.00 $ 110,673.00 $ 94 810.50
2004 224 MiIlSt. Christmas Lake La Chanhassen Limits 750 8 $ 63,828.00 4 $ 5,000.00 $ 20.000.00 $ 31,441.50 $ 32 386.50
2004 226 [APDle Rd. Stratford PI. Chanhassen Limits 300 8 $ ~8 917.00 6 $ 5 000.00 $ 30 000.00 $15.943.50 $ 12 973.50
2004 228 Mill St. AooIe Rd. 300' North 300 8 $ 29.605.50 7 $ 5 000.00 $ 35,000.00 $ 16,632.00 $12,973.50
Annual Totals $1 233.333.00 82 $ 410.000.00 $ 652.306.50 $ 581.026.50 $ 460.000.00
2005 2n Mann La. Eureka Rd.l1st aveJ Seaman's Dr. 650 8 $ 57,483.00 6 $ 5,000.00 $ 30 000.00 $ 29.443.50 $ 28,039.50
2005 278 Seaman's Or. Mann La Yellowstone Tr. 1850 8 $161.635.50 16 $ 5 000.00 $ 80.000.00 $$1 891.00 $ 79 744.50
2005 279 Eureka RdJ1st ave.) T.H. 7 Srnithtown Rd. 3300 8 $ 286.699.50 26 $ 5 000.00 $ 130.000.00 $ 144..463.50 $ 142 236.00 $ 670.300.00
2005 309 Lake Viraina Dr. Smithtown Rd. Minnewashta Limits 1600 8 $ .138,6$8.50 13 $5000.00 $ 65.000.00 $ 6S.700.50 $ 68,958.00
2005 310 W. 62nd St. Lake Viraina Dr. Strawberrv La 3200 8 $ 269.716.50 15 $ 5 000.00 $ 75,000.00 $ 131,827.50 $ 137 889.00
2005 315 BlUe Ridae La. lake Viraina Dr. LakeViraina Dr. 400 8 $ 36,571.50 6 $ 5 000.00 $ 30 000.00 $ 19.318.50 $ 17.253.00
2005 316 MaDle Ridae La. Lake Viraina Dr. CUl-de-sac 350 8 $ 30,726.00 3 $ 5,000.00 $ 15,000.00 $15.565.50 $15160.50
Annual Totals $ 981.490.50 8S $ 425.000.00 $ 492.210.00 $ 489 280.50 $ 670.300.00
..~:7<~f__tf.t~'~' w.. . .
Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
h:\5572.08\civil\cost-est.x1s
1/4196 3:53 PM
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN, 2006 TO 2010
YEAR
- EXISTING
- 1996-2005
- 2006
- 2007
- 2008
- 2009
fI!9 2010
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN, 2011 TO 2015
YEAR
- EXISTING
- 1996-2010
- 2011
- 2012
- 2013
- 2014
~ 2015
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
PiDe Locations Quantities Assessments Street Construction Method
Total Units CostlUnit Funds Trunk Water main costs Street Local Street MSA Street
Priority Code Pipe No. Street Name From To Length (ft) Size On) Amount Restoration Reconstruction Reconstruction
2006 248 Mclain Rd. Minnetonka Dr. Cul-de-sac 450 8 $ 42,106.50 6 $ 5,000.00 $ 30 000.00 $ 22,693.50 $19,413.00
2006 249 Bder Tr. Minnetonka Dr. Cul-de-sac 300 8 $ 28,917.00 6 $ 5,000.00 $ 30,000.00 $ 15,943.50 $ 12,973.50
2006 250 Beehrlr Ave. Wood Duck Cir. Excelsior Limits 300 8 $ 42,687.00 26 $ 5,000.00 $ 130,000.00 $ 29 713.50 $12,973.50
2006 253 Smithtown Rd. Country Club Rd. Timber La. 2500 12 $ 242,743.50 22 $ 5,000.00 $ 110,000.00 $134,959.50 $ 107,784.00
Annual Totals $ 356 454.00 60 $ 300.000.00 $ 203 310.00 $ 153.144.00
2007 229 Cardinal Dr. Murrav St. Chanhassen Limits 700 8 $ 59,980.50 4 $ 5 000.00 $ 20,000.00 $ 29,754.00 $ 30,226.50
2007 230 Galpin Lake La. Galpin Lake Rd. Cul-de-sac 550 8 $ 52 Q09.50 10 $ 5 000.00 $ 50.000.00 $ 28,822.50 $ 23,787.00
2007 232 Murray Hill Rd. Service Rd. TH No.7 Mayflower Rd. 1300 8 $112 900.50 9 $ 5 000.00 $ 45,000.00 $ 56 821.50 $ 56,079.00
2007 233 Chaska Rd. Mayflower Rd. Chanhassen Limits 1050 8 $ 88 519.50 4 $ 5 000.00 $ 20,000.00 $ 43 254.00 $ 45,265.50
2007 234 Easement .(Loop) Chaska Rd. Mavflower Rd. 1150 8 $ 96 957.00 5 $ 5 000.00 $ 25.000.00 $ 47 317.50 $ 49.639.50
2007 235 Mavflower Rd. Murray Hill Rd. Galoin take Rd. 700 8 $ 58,Q03.50 2 $ 5,000.00 $ 10,000.00 $ 28,377.00 $ 30.226.50
2007 236 Murray Hill Rd. Chaska Rd. Chanhassen Limits 600 8 $ 49,477.50 $ 5,000.00 $ - $ 23 625.00 $ 25,852.50
2007 237 Summit Ave. Murray Hill Rd. Chanhassen Limits 750 8 $ 63,828.00 4 $ 5000.00 $ 20,000.00 $31441.50 $ 32,386.50
Annual Totals $ 582 876.00 38 $190.000.00 $ 289 413.00 $ 293.463.00
2008 200 Radisson Inn Rd. Crossing Easement 1700 12 $161,379.00 9 $ 5 000.00 $ 45,000.00 $ 88,074.00 $ 73 305.00
2008 201 Easement Radisson Inn Rd. Service Rd. TH No.7 1300 12 $ 12~,316.50 15 $ 5,000.00 $ 75,000.00 $ 73 237.50 $ 56 079.00
2008 202 Service Rd. TH No.7 Easement Christmas Lake Rd. 1000 12 $ 94122.00 4 $ 5 000.00 $ 20,000.00 $ 51 016.50 $ 43.105.50
2008 203 Christmas Lake Rd. Service Rd. TH No.7 Christmas take La 3400 12 $ 334,746.00 38 $ 5 000.00 $ 190,000.00 $ 188 230.50 $146.515.50
200B 204 Christmas Lake La. Christmas Lake Rd. MiIISt. 700 12 $ 65 21B.50 2 $ 5 000.00 $ 10,000.00 $ 34 992.00 $ 30,226.50
.
Annual Totals $ 784.782.00 68 $ 340.000.00 $ 435 550,50 $ 349.231.50
2009 101 Service Rd. TH No.7 Old Maket Rd. Covinaton Rd. 1000 12 $ 92 056.50 1 $ 5 000.00 $ 5 000.00 $ 48951.00 $ 43,105.50
2009 102 Covinaton Rd. Service Rd. TH No.7 Crossina 500 12 $ 46.575.00 $ 5.000.00 $ - $ 24,975.00 $ 21,600.00
2009 103 Crossina Covinaton Rd. Excelsior elvd. 700 12 $ 63 841.50 $ 5,000.00 $ - $ 33 615.00 $ 30.226.50
2009 129 Shadv Hills Rd. Service Rd. TH No.7 Easement 430 8 $ 37 881.00 2 $ 5,000.00 $ 10,000.00 $19,264.50 $18.616.50
2009 131 CovlnatonRd. Service Rd. TH No.7 Ridge Rd. 2100 12 $ 1~9,638.oo 12 $ 5 000.00 $ 60 000.00 $ 109 107.00 $ 90,531.00
2009 220 Shore Rd. Radisson Inn Rd. Cul-de-sac 600 8 $ 54 985.50 8 $ 5.000.00 $ 40 000.00 $ 29133.00 $ 25,852.50
2009 221 Easement Shore Rd. Cul-de-sac 250 B $ 25 069.50 6 $ 5.000.00 $ 30,000.00 $ 14.256.00 $ 10,813.50
2009 403 Carrie Lan.s Covinaton Rd. Cul-de-sac 450 8 $ 42,795.00 7 $ 5.000.00 $ 35,000.00 $ 23,382.00 $19,413.00
2009 134 RacflSSon Inn Rd. Excelsior Blvd. Easement 850 B $ 73,asB.50 5 $ 5,000.00 $ 25,000.00 $ 37,192.50 $ 36,666.00
Annual Totals $ 636.700.50 41 $ 205,000.00 $ 339,876.00 $ 296,824.50
Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
h:\5572.08\civil\cost-est.x1s
1/4/96 3:53 PM
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
Pipe Locations Quantities Assessments Street Construction Method
Total Units CosVUnit Funds Trunk Water main costs Street Local Street MSA Street
Priority Code Pipe No. Street Name From To Lenoth eft) Size (in) Amount Restoration Reconstruction Reconstruction
2010 241 Academv Ave. Glencoe Rd. 500' East 500 8 $ 48,735.00 10 $ 5,000.00 $ 50,000.00 $ 27.135.00 $21 600.00
2010 242 Yellowstone Tr. Glencoe Rd. Minnetonka Dr. 850 8 $ 74,547.00 6 $ 5,000.00 $ 30,000.00 $ 37,881.00 $ 36,666.00
2010 243 Yellowstone Tr. Minnetonka Dr. Lake Unden Dr. 700 8 $ 60 669.00 5 $ 5,000.00 $ 25,000.00 $ 30,442.50 $ 30 226.50
2010 246 Minnetonka Dr. Yellowstone Tr. Clover La 1600 12 $ 153778.50 13 $ 5,000.00 $ 65,000.00 $ 84,820.50 $ 68,958.00
2010 247 Minnetonka Dr. Clover La. Smithtown Rd. 450 8 $ 40,041.00 3 $ 5,000.00 $ 15,000.00 $ 20,628;00 $19,413.00
Annual Totals $ 377.770.50 37 $185.000.00 $ 200.907.00 $ 176 863.50
2011 239 Glencoe Rd. Cul-de-sac Academv Ave. 750 8 $ 67.270.50 9 $ 5 000.00 $ 45.000.00 $ 34,884.00 $ 32 386.50
2011 240 Glencoe Rd. Academv Ave. 300' North 300 8 $ 27.540.00 4 $ 5 000.00 $ 20,000.00 $ 14.566.50 $12,973.50
2011 238 Park St. Exist. Pioe Glencoe Rd. 470 8 $ 42 322.50 4 $ 5 000.00 $ 20.000.00 $ 21.991.50 $ 20 331.00
2011 244 Charleston Cir. Yellowstone Tr. Cul-de-sac 670 8 $ 59 764.50 7 $ 5,000.00 $ 35,000.00 $ 30.807.00 $ 28 957.50
2011 245 Riviera La. Yellowstone Tr. Cul-de-sac 900 8 $ 83 214.00 13 $ 5.000.00 $ 65,000.00 $ 44 388.00 $ 38 826.00
2011 258 Wood Dr. Tee Tr. Cul-de-sac 600 8 $ 54,985.50 8 $ 5 000.00 $ 40,000.00 $ 29,133.00 $ 25 852.50
2011 259 Wood Dr. T$9 Tr. Chanhassen Umits 500 8 $45.981.00 6 $ 5 000.00 $ 30,000.00 $ 24.381.00 $ 21 600.00
2011 260 Tee Tr. Yellowstone Tt. Wood Dr. 380 8 $32.319.00 2 $ 5 000.00 $ 10000.00 $ 15,889.50 $ 16 429.50
2011 261 Club Vallev Rd. Yellowstone Tr. Wood Dr. 700 8 $ 62.046..00 7 $ 5,000.00 $ 35.000.00 $ 31.819.50 $ 30226.50
2011 405 RamDart Ct. Wood Dr. Cul-de-sac 140 8 $ 14.566.50 3 $ 5.000.00 $ 15 000.00 $ 8.478.00 $6088.50
Annual Totals $ 490,009.50 63 $ 315.000.00 $ 256.338.00 $ 233.671.50
2012 133 Excelsior Blvd. St. A1bans Bav Rd. Manor Rd. 1400 8 $117.774.00 5 $ 5 000.00 $ 25,000.00 $ 57,442.50 $ 60 331.50 $ 371 300.00
2012 222 Christmas Lake Pt. Radisson Inn Rd. Cul-de-sac 1300 8 $123.916.50 25 $ 5 000.00 $ 125000.00 $ 67,837.50 $ 56 079.00
2012 223 Merrv La Service Rd. TH No.7 Cul-de-sac 900 8 $ 78 394.50 6 $ 5,000.00 $ 30000.00 $ 39.568.50 $ 38 826.00
2012 225 Brand Cir. Christmas Lake La. Cul-de-sac 300 8 $ 27 540.00 4 $ 5 000.00 $ 20 000.00 $ 14,566.50 $ 12 973.50
2012 227 HUlendale Rd. Mill St. Cul-de-sac 1100 8 $ 98,590.50 13 $ 5,000.00 $ 65.000.00 $ 51,138.00 $ 47 452.50
2012 402 Vine Hill Rd. S.T.H. No.7 Shady Hills Rd. 1085 8 $ 92,6"~0.25 6 $ 5,000.00 $ 30 000.00 $ 45,812.25 $ 46 818.00 $ 252,000.00
Annual Totals $ 1$38.$45.75 S9 $ 295,000.00 $ 276,365.25 $ 262.480.50 $ 623.300.00
2013 323 Howard's Point Rd. Edgew09d Rd. Cul-de-sac 1450 8 $ 128.533.50 15 $ 5,000.00 $ 75 000.00 $ 66,015.00 $ 62.518.50
2013 265 ChristOpher Rd. Smithtown Rd. Cul-de-sac 600 8 $ 55 674.00 9 $ 5 000.00 $ 45,000.00 $ 29,821.50 $ 25 852.50
2013 275 Hardino Ave. Wedaewood Dr. Hardino La. 300 8 $ 25,474.50 1 $ 5,000.00 $ 5.000.00 $12501.00 $ 12 973.50
2013 407 SDIUC8 Hill Ct. Yellowstone Tr. Cul-de-sac 680 8 $ 59 764.50 6 $ 5,000.00 $ 30,000.00 $ 30 456.00 $ 29308.50
2013 276 Harding La. Harding Ave. Cul-de-sac 700 8 $ 65 488.50 12 $ 5 000.00 $ 60000.00 $ 35,262.00 $ 30 226.50
Annual Totals $ 334935.00 43 $ 215.000.00 $ 174055.50 $160.879.50
Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
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SHOREWOOD WATER DISTRIBUTION SYSTEM
IMPLEMENTATION PLAN
Pipe Locations Quantities Assessments Street Construction Method
Total Units Cost/Unit Funds Trunk Water main costs Street Local Street MSA Street
Priority Code Pipe No. Street Name From To Lenath (ft) Size (in) Amount Restoration Reconstruction Reconstruction
2014 108 Vine St. Anthonv Ter. Manor Rd. 800 8 $ 70,362.00 8 $ 5,000.00 $ 40,000.00 $ 35,883.00 $ 34,479.00
2014 109 Manor Rd. Knightsbridge Rd. Vine St. 500 8 $ 48,735.00 10 $ 5,000.00 $ 50,000.00 $ 27,135.00 $ 21,600.00
2014 110 Manor Rd. Vine St. Regents Walk 1400 8 $ 120,528.00 9 $ 5,000.00 $ 45,000.00 $ 60,196.50 $ 60,331.50
2014 111 St Albans Bav Rd. Excelsior Blvd. Easement 1400 8 $ 119,839.50 8 $ 5,000.00 $ 40,000.00 $ 59,508.00 $ 60.331.50
2014 107 Easement Excelsior Blvd. Vine St. 1300 8 $ 112,900.50 9 $ 5,000.00 $ 45,000.00 $ 56,821.50 $ 56,079.00
2014 401 Bauman Cir. Manor Rd. Cul-de-sac 400 8 $ 32,440.50 $ 5,000.00 $ - $15,187.50 $ 17,253.00
Annual Totals $ 504.805.50 44 $ 220 000.00 $ 254.731.50 $ 250.074.00
2015 132 Ridge Rd. Covington Rd. Chanhassen Limits 4000 8 $ 346,963.50 33 $ 5,000.00 $ 165.000.00 $174,595.50 $ 172.368.00
2015 318 Easement Woodside Dr. Cul-de-sac 500 8 $ 45,981.00 6 $ 5,000.00 $ 30,000.00 $ 24,381.00 $ 21.600.00
2015 325 Bav Park Easement 2830 8 $ 234.009.00 8 $ 5.000.00 $ 40,000.00 $ 114,520.50 $ 119.488.50
2015 408 Peach Cir. Strawberry La. Cul-de-sac 500 8 $ 45.981.00 6 $ 5,000.00 $ 30,000.00 $ 24,381.00 $ 21,600.00
2015 409 Strawberry Ct. Strawberry La. Cul-de-sac 800 8 $ 72,427.50 11 $ 5.000.00 $ 55,000.00 $ 37,948.50 $ 34,479.00
2015 322 Island View Rd. Howard's Point Rd. Cul-de-sac 900 8 $ 83,902.50 14 $ 5,000.00 $ 70.000.00 $ 45.076.50 $ 38,826.00
Annual Totals $ 829.264.50 78 $ 390 000.00 $ 420 903.00 $ 408.361.50
~-i,JOtf'&il!_~.j[l-t.l ~ II ~__ l_~. -tIJI_"~~.ltgli_~IS
Phasing (3)
NOTE: The estimated cost breakdown for street restoration and local street reconstruction are mutually exclusive.
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1. INTRODUCTION
.
This Capital Improvement Program (CIP) is a coordinated schedule of municipal capital
projects, improvements, and purchases for the years 1996 through 2000. Furthermore, it is
a Capital Improvement Finance Plan. It identifies sources of revenue to pay for the planned
capital project improvements and purchases. There are two main parts which are integrated
into this program document: The Capital Improvement Plan and the Finance Plan.
The Capital Improvement plan consists of several elements. The capital improvement
narrative explains each capital expenditure by function. The capital improvement project
schedule lists expenditures by year over the five year period The Funding Source Summary
traces all expenditures and revenues in and out of each of the various funds, and tracks fund
balances during each capital improvement fiscal year. The section entitled "Projects Not
Assigned a Year" is a list of projects which have been identified but not developed enough
or attained a high enough priority to be scheduled at this time. The final schedule in this
section is a summary of expenditures by funding source.
.
The Finance Plan section is a summary of general fund appropriations for capital projects
and a summary of activity in the capital reserve fund over the five year period of the CIP.
Also included in this section is a: sample Capital Improvement Budget Resolution which
would have to be passed separately for the first year of the program, 1996. It budgets
capital purchases and projects for the year.
The Capital Improvement Program is an important element of the comprehensive planning
process. See Step 4: "plans, projects, programs" of the Comprehensive Planning Process
Chart on Page 2. It is the bridge between policy planning and implementation. It is the
direction the City will take over the next five years and beyond in undertaking and financing
capital improvements consistent with the City's Comprehensive Plan. With this Capital
Improvement Program, the City Council is integrating the City's physical needs with financial
resources.
It is important to recognize that needs, resources, and projections change over '~e years.
Therefore, it needs to be a fluid program, with review and update at least annually.
The CIP's place in the City Council's work agenda is explained well in the City's
Comprehensive Annual Financial Report:
'The City Council recognizes that its work consists of more than responding to citizen
requests and adopting an annual budget. The City Council's calendar consists of
three phases. The first phase is Planning, which includes employee and systems
evaluations, review of the previous years work plan, review of the City's
Comprehensive Plan Executive Summary, review of the Statements of Purpose and
.
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Page 1
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Values, and identification and prioritization of issues for the next twelve and twenty-
four months.
The second phase is that of Pro~mming. Each year the five-year Capital
Improvement Program is reviewed and updated based upon priorities established in
phase one. In addition, any changes to the Comprehensive Plan are made based
upon the phase one decision.
The third phase is Budgeting. The Capital Improvement Budget is established as
year one of the five-year Capital Improvement Program. This five-year Capital
Improvement Program is a very important financial planning document as it projects
the City's capital improvement needs and identifies financial resources to meet those
needs. It clearly identifies areas where policies are lacking and where problems may
arise in the future".
.
Each project which is identified in this program must be approved by the City Council under
normal processes. A typical project public improvement process is shown as a separate
Appendix.
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Page 2
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.
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ll. CAPITAL IMPROVEMENT PLAN
The first section of the Capital Improvement Plan explains proposed capital projects and
expenditures by function: water, streets, drainage, sanitary sewer, public facilities, equipment,
and parks. It consists of a project narrative, a project schedule, and a funding source
Sl)mmary which traces the affect of the scheduled projects on the various funds in the City.
The second section is a series of charts which layout the project schedules for each year of
the five year plan.
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WATER
.
The City council has recognized the importance of providing a safe, reliable water system
for the residents of Shorewood to meet domestic, commercial, institutional and fire flow
demands in the City. In so doing, they have directed that a multi-year program be
undertaken to provide municipal water to all parts of the City. The goals of this program
are:
· Interconnect the several isolated municipal systems that now exist within the
City to improve reliability and provide adequate flow for fighting fires.
· Make municipal water available to new development.
· Provide adequate storage, including, a tower on the west side of the City, to
meet peak demands and fire flow requirements and to improve system
operation.
· Eventually provide water to all properties in Shorewood.
· Finance water system improvements through assessments, trunk charges, and
user fees.
1m.;.
. In 1995 the City adopted an ordinance which specifies assessment and trunk charge
procedures. The City also completed a feasibility report for improvements to the Boulder
Bridge and Badger Field water systems, including connection of the Boulder Bridge System
to a new water tower proposed for the Minnewashta School site, extension of the Boulder
Bridge system to serve the Heritage Development on Edgewood Road, and extension of the
Badger Field system to serve the Gideon's Woods development on Manitou Road. The
watermam improvements are scheduled for substantial completion in 1995 and the water
tower should be on line by the late summer or early fall of 1996.
In order to properly plan the sequencing of the remainder of the proposed improvements,
an implementation plan is now in the process of being developed. The plan will identify
proposed phasing of water system improvements over a 10 to 20 year period. Criteria used
to sequence phasing includes:
· Provide municipal water to new developments.
· Interconnect existing stand-alone hydro pneumatic systems.
· Coordinate water system improvements with street reconstruction needs.
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Page 4
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.
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· Provide water to residents requesting service.
.
Fund improvements through assessments, trunk charges, and user fees.
· Implement the most cost-effective segments first.
· Provide service to the City of Victoria.
~
Four watermain segments are proposed for construction in 1996:
· Eureka Road from Smithtown Road to Birch Bluff Road to serve a.proposed
18 unit development scheduled for construction in 1996. This work will be
done concurrently with reconstruction of Eureka Road to MSA standards.
· Strawberry Lane from Smithtown Road to West 62nd Street needs to be
reconstructed. Watermain will be installed in conjunction with street
reconstruction. Construction of a trail, using MSA funds, will be considered
as part of this project.
.
A watermain is proposed along Smithtown Road from Boulder Bridge Circle
to the Victoria City limits in order to provide service to the northeast area of
Victoria. A meter station will be included to measure water usage.
· A short length of watermain will be constructed along Manor Road to serve
the proposed Blegin development, located south of Vine Street.
· Extension of the watermain along Smithtown Road from Eureka Road to
Country Cub Road will provide for connection of the Boulder Bridge and
Badger Field systems in order to enhance reliability and to improve system
operation. Additionally, this connection provides future capacity to serve the
City of Victoria.
1221;.
The primary goal in 1997 is the connection of the Amesbury well system to the S.E. area
water system. This expansion will connect the N.E. area of the City to the existing elevated
storage tower on Old Market Road. This system expansion provides the means to serve the
entire easterly one-third of the City over the next few years.
Another major segment proposed for 1997 is along Highway 7 from Shorewood Oaks Drive
to Eureka Road providing service to the proposed 64-unit senior citizens housing project.
Other projects proposed for 1997 include Wedgewood Drive and adjoining streets, which are
in very poor condition and in need of reconstruction.
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During 1998, water service is proposed for Birch Bluff Road and the portion of Edgewood
Road lying east of Noble Road. Additional areas of water system expansion include
Woodside Road and the adjacent streets west of Howard's Point Road of the Boulder
Bridge system.
The proposed Badger field system expansion includes the Echo Road, Shorewood Lane and
Timber Lane areas.
1999:
Water system expansion is proposed for Country Club Road between Smithtown Road and
Yellowstone Trail, Yellowstone Trail between Country Club Road and Lake Linden Drive
and Lake Linden Drive between T.R. 7 and Yellowstone Trail. Country Club Road,
Yellowstone Trail and Lake Linden Drive are proposed for reconstruction with MSA funds
along with expansion of the water system. .
The Glen Road area including Star Lane, Star Circle and Club Lane are also proposed for
water service expansion during this construction year.
2000:
. The year 2000 includes Yellowstone Trail west of Country Club Road and the Pleasant
Avenue/Wiltsey lane area. Yellowstone Trail between Country Club Road and Eureka
Road may prove to be cost prohibitive due to the low number of assessable units along this
segment. However, construction of this segment is desirable in order to loop the Country
ClubjYellowstone area with the Shorewood OaksjEureka area.
Proiected Construction Schedule:
The following table provides a system expansion schedule coordinated with proposed MSA
and local street reconstruction.
.
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STREETS
.
The need for safe, well-maintained streets has been recognized as important by the City of
Shorewood, as well as by the traveling public in general. Street maintenance functions have
annually been budgeted in the general fund as follows: patching $30,000; and seal coating
$35,000. In addition, funds have been set aside for street overlays ($80,000 per year) and
reconstruction, which is growing to $270,000 in 1996. Public Works and Engineering believe
that it may not be economically advisable to continue maintenance functions without
reconstruction. Proper drainage and subgrade of a roadway are essential to long pavement
life and are left uncorrected with a simple overlay.
The Special Assessment Questions:
In addressing the policy consideration identified in the 1992-1996 CIP, specifically design
standards and financing options, the City Council established and accepted the final report
of a Street Reconstruction Financing Task Force in 1992.
During 1993, the Council considered a special assessment ordinance consistent with the
recommendations of the Task Force of assessing one-third the cost of a typical street, and
similar to the program described in the 1993-1997 CIP. The Council determined that the
proposed ordinance should not be adopted at this time. There was concern voiced for the
actual benefit to property owners from improving collector streets, for the concept of a
special assessment adding to the "tax burden", for truck traffic due to construction, and for
the fact that many streets do not have water utility mains under them.
.
Since the Council has decided to proceed with expansion of the City's water system as
identified in the comprehensive plan, the question of how to finance street reconstruction
becomes more imperative. Street reconstruction should be done concurrently with
watermain construction to minimize disruption to affected residents and traffic flow, and
reduce costs. The Council should strongly consider adopting a street reconstruction
assessment policy soon to provide for consistency of cost allocation during implementation
of the water system and to optimize phasing of its construction. In the interim, this CIP
plans for financing street reconstruction without special assessment revenue. The taxing
effort for street reconstruction is being accelerated by $20,000 per year, $190,000 in 1996
to $270,000 in 2000 in anticipation of greater street reconstruction needs. The annual overly
effort remains constant at $80,000.
Streets Defined:
Shorewood has two classes of streets: standard local streets and MSA/loca1 collector streets.
MSA stands for Municipal State Aid. In 1990, Shorewood became a part of the MSA
system and therefor eligible for State funding for a portion of the major roadway in the City.
Currently, the amount allocated is about $215,000 per year. Approximately, 25% is being
utilized on program management, planning, and easement acquisition for future MSA
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MSA/LOCAL COLLECfORS
. Desip Policy:
The current minimum width and current Sborewood standard for MSA streets is 26 feet.
This width could be adjusted by the City Council (with State approval) if factors might call
for a different width, such as the need for on-street bike lanes, need for on-street parking,
high traffic counts, or other safety considerations. Such changes should be made only after
holding a public information meeting. Curb and gutter is required on MSA system streets.
Reconstruction Project Schedule:
The current, average estimated cost per mile of reconstruction to MSA standards is
approximately $871,000, including an allowance for storm sewers. The following project list
is a blending of reconstruction needs with available financial resources and water system
improvement needs.
.
.
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Additional projects for the future include:
.
Cathcart Drive (2,640 feet) - $518,800
.
The remainder of Smithtown Road
.
Galpin Lake Road (must be added to MSA system) - $460,000.
.
Excelsior Boulevard from St. Albans Bay Road east (must be added to MSA
system) - $371,300
.
Covington Road (2,400 feet) - $396,000
Because of the time and potential additional expense for obtaining right-of-way, clearing
existing utilities, and gaining the required permits, each potential project wiD have to be
approved on its own individual merit. Therefore, the above list is considered a goal over the
next rIVe years with revision as necessary. Due to the complexity of reconstruction projects, a
two-year timetable for each project from start to rmish should be anticipated.
At the end ofthis_MSA section is a "MSA System" map (current and proposed).
Fundin!!: Source Summary:
.
The foRowing funding source summary iDustrates where doDars wiD come from to fund the
project schedule. If the projects programmed for the years 1996 - 2000 proceed as scheduled,
an advance of future MSA allocations wiD need to be requested to make up the projected
funding deficit as shown in the foDowing table.
1996 1997 1998 1999 2000
Fund BaIanee, JaIL 1 5913,290 517,040 $74,900 5276,240 53,290
MSA Contributions 5215,000 571,700 5215,000 5215,000 SO
Transfer - Street 548,200 SO 50 5137,100 524,700
RKOOStrudion
Transfer - Trails 5(137,000) SO 50 $(88,200) 5(26.800)
ProjKtslExpenditures 5(1,152,000) 50 SO 5(948,000) 50
MSA Advance Funds 5143,300 SO 50 5424,900 $0
Program Management 5(13,750) 5(13,750) $(13,750) 5(13,750) 5(13,750)
Fund Balance, December 31 517,140 574,990 5276,240 53,290 5(12,560)
.
H:ICIVlLICEE\NM\EID\CIP Page 11
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The State of Minnesota allocates fund to cities over 5,000 in population to improve
designated Municipal State Aid streets. The mileage of City streets designated as MSA
streets is according to a ratio established by the State. Annual allocations for this purpose
are made by the State according to a formula which considers a City's population and its
need for funding for MSA streets. It is anticipated that the City's annual MSA allocation
for the next five years will be as shown above. Expenditures shown above are as listed in
the Municipal State Aid section of the Streets and Highways schedule.
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LOCAL STREETS
. Desien Policy:
When the City determines that a street should be reconstructed (work beyond patching, seal
coating, and overlay), it would be rebuilt to its current width. Current width could be
adjusted by the City Council upon request of the property owners or by the Council
following a public information meeting if traffic counts or safety considerations suggest a
wider street is warranted.
The City's Street Reconstruction Financing Task Force broke the local streets down into
three categories:
.
Standard local
Substandard local
Other
24' +
20-24'
less than 20'
.
.
There are potential safety and legal concerns in reconstructing a street today to less than
a 20' width. This needs to be reconciled prior to reconstruction of any of our narrow streets.
Shady Island Brid~e. The 1994 annual bridge inspection revealed substantial bridge_
deterioration over the past year. Enough deterioration has occurred, in fact, that weight
posting and repair were necessary in 1994. In addition, previous reports indicate that the
. useful life of the bridge will be running out within the next few years.
Therefore, it will be necessary to begin the process of replacing the bridge, with the
following steps.
1) Study the feasibility of the various options available for bridge replacement,
their costs, and funding options.
2) Plan for project expenditures in 1996.
3) Establish an advisory group of island residents.
Reconstruction Proiect Schedule:
Local street reconstruction needs have been coordinated with the city-wide water system
implementation plan to minimize disruption to affected residents and traffic flow, and to
reduce costs. Those streets that presently do not have watermains are programmed for
reconstruction when watermain is installed. Strawberry Lane is a high priority street for
.
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Page 13
reconstruction and is ready for watermain installation since a trunk line is available along
Smithtown Road. Some of the project funds shown in the table below should be expended
in the preceding year for preliminary surveys and design so projects can be bid early in the
year.
.
..- - , .. ..........:..... itL....:..:: ;..:::;::.1996.;:::.:1.... ..... ."
. . . . . . - - . . . .. . ."
{Mileage:' ::..::::!J:'::j:i:;;(: :~;;:::.;~::'jmr'i' : f;. 1998 1999>;:: .. 2()OO;.'H .
.. .. ... - ,". .
Strawberry
.49 Lane 5383,000
.09 Teal Lane S72,OOO
Shorewood
.16 Lane S97,OOO
Dellwood
.11 Lane S82,5OO
Mallard
.09 Lane S72,OOO
T1D1ber
.17 Lane $143,100
Wedgewood
..30 Drive S306,600
.
Pleasant/
0.30 Wiltsey $268,000
Shady Island
Bridge S260,000
TOTAL $643,000 S450.600 5240,100 582,500 $268,000
.
In addition to this list, sections of St Alban's Bay Road may need striping or widening due
to traffic increases which have resulted from closure of slip ramps on Highway 7. Murray
Street may need reconstruction following subdivision construction. Additionally, the
following streets hav~ been identified as the next priority:
Noble Road
Wild Rose
Garden Road
SmithtowD Lane
700'
~'
540'
850'
$104,000
$245,000
$ 78,000
$110,000
Streets and conditions need to be re-evaluated each year so that more specific plans can be
established. Only the first year of this plan is considered "authorized."
Fundin~ Source Summary:
.
The following- funding source summary illustrates where doUars will come from to fund the
project schedule.
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Fundin!! Source Summary:
The foRowing funding source summary illustrates where doDan will come from to fund the
project schedule.
, -c- "
d '" .> .ST'.RdT'RECONsTRuCrION.'F'I.JND .'.. ,',..., ..'....'.'. ......
1996 1997 1998 1999 2000
Fund BaIanee. Jaa. 1 $913,290 $412,655 $165,549 $147,547 $169,583
General Fund Contribution $270,000 $290,000 $310,000 $330,000 $350,000
Tfr - 5% to Trail Fund $(9500) $(10,500) $(11,500) 5(12,500) $(13,500)
Overlay Projects 5(80,000) 5(80,000) $(80,000) $(80,000) $(80,000)
ProjectslExpenditures $(643,000) $(450,644) 5(240,100) $(82,500) $(268,000)
MSA Project Funding $(48,200) $0 SO $(137,100) 5(24,700)
Interest Income @ 5% $10,065 $4,038 53,599 $4,136 $3,335
Fund BaIauce, December 31 $412,655 5165,549 $147,547 5169,583 5136,718
The City budgets funds for the overlaying and reconstruction of local City streets. The Street
Reconstruction Fund is estab6shed as a reservoir for these funds. Revenues are budgeted
transfers from the General Fund and expenditures are as shown in the Streets and Highways
schedule for local streets. Fund balances are aDocated to future local street improvements.
1996 Activities:
· Annual seal coating and patching programs wiD continue as fund~ through the
general operating budget.
. $80,000 is set aside each year for the ongoing overlay program.
Investigate the Lake Lindenfl1I 41- TH 7 intersection and service road. Among
the alternatives to be considered are:
.
.
Oosing the Lake Linden access to TH 7;
Upgrading the frontage road;
Upgrading the TH 41trH7 intersection; and
Aoombinaoonmthese~emmva
At this point there are no cost estimates.
Preliminary design should be undertaken in late 1995 for projects scheduled in
1996 so that projects can be let early in 1996.
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STORMWATER MANAGEMENT
The major goal of the first few years of this capital program will be the implementation of
projects that are funded with the Storm Water Utility Fund. These projects are, by
definitio~ small in scope. No single project should be larger than $15,000, and it is
anticipated that they will average about $3,000.
Funding for the Glen Ro~d and Grant-Lorenz drainage projects are still included in this
schedule, but the public need or desire for these projects should be investigated before
initiating them. The Minnehaha Creek Watershed District has expressed interest in
completing the Glen Road project, and may be willing to participate in the cost.
The two planned projects would require establishment of separate watershed taxing districts
from which 70% of the project cost would be collected through special assessments:
Glen Road. This project consists of developing ponds two and three as delineated
in the Glen Road drainage report prepared by the watershed. Also included are the
interconnecting pipes and rough estimate of the easements required.
Grant-Lorenz. This project entails improvement to the drainageway north of
Smithtown Road along Grant-Lorenz. Included are ditch cleaning, culvert
replacement, and realignment in some areas.
Proiect Schedule:
. .. . . . . . . . .
. . . . . .
....-.....-.'...... ....'..-..-....... ,.. . ..
...-......-.-. ......-... ...- .... ....-'........-............
-. i999j~~~~~~t~~~j~j~;~jj~;jrI~_ ~!~~:2ooot~~i!:t~j~m~~f;!i~!i;~:~:
.:-:.:.:.:,:.:.".:.:.:-:-:.:.:.:.:.;. ,','.. .....,.........:...:.:.:-;.:.::-:.:.:.:.:.:.:.:-:.:
.. -.. ........
.................
..... .... ...... .
::::"199;(;::::::::::::)\,::::) {
.:.:.;.,-:.:.....-.-.-....._'_..........:.:.:.:.7.::.....
:-1~8:'
Glen Road:
Easements $88,000
Construction $115,000
Grant-Lorenz:
Easements $5,000
Construction $58,000
TOTAL $88,000 $UO,OOO $58,000 $0 $0
Fundinl Source Summary:
The following funding source summary illustrates where dollars will come from to fund the
project schedule: "
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.
.
.
.... ..... .
... .. .... ...... S'l'ORM.SOURCE.SUMMARY ..... ..> ..> /
1996 1997 1998 1999 ZOOO
Fund Balance, Jao. 1 $97,644 $16,400 $69,39Z $87,527 $122,515
Utility Fee Revenues $44,000 $44,000 $44,000 $44,000 $44,000
General Fund Contribution $10,000 $10,000 $10,000 SIO,OOO SIO,OOO
Drainage District Revenue SO $139,300 542,000 $0 50
Maintenance Expenditures 5(47,644) $(22,000) S(22,000) 5(22,000) $(22,000)
Project Expenditures 5(88,000) 5(120,000) 5(58,000) SO SO
Interest Ineome @ Sty. 5400 51,692 $2,135 52,988 $3,863
Fund Balance, December 31 516,400 $69,392 587,527 5122,515 5158,378
The Storm Drainage Fund is established to fmance maintenance of the City's storm sewer
system, and to fund future drainage projects. Revenues are derived from a utility charge to aD
properties within the City. The City anticipates that 500/0 of annual revenues wiD be used to
maintain the system, and 50% will be available for drainage projects. Annual contributions
from the General Fund and tax levies on special drainage districts will complete the funding
requirements for drainage projects. The amounts shown for drainage projects are as listed on
the Storm Drainage Schedule.
The following page is a flow chart which explains funding for the Shorewood Stormwater
M.a~ment Program.
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MISCELLANEOUS MAINTENANCE PROJECTS
. The City sets aside $20,000 per year to fund miscellaneous projects to correct drainage
problems. It is suggested that the' City implement corrective measures in 1996 for all
priority 1 projects and as many priority 2 projects as the allocated $20,000 plus the
unexpended carry-over, estimated at $27,644, from 1995 will fund. If funds are sufficient for
all priority 1 and 2 projects, priority 3 projects should also be implemented, beginning with
the oldest issue until funds are exhausted. '
CRITERIA FOR MINOR DRAINAGE PROJECTS
TO BE FUNDED BY STORMWATER UTlLIlY
GENERAL -
Projects to be funded under this utility will include only those
projects that are estimated to cost less than $15,000. Projects
will be completed in order of priority, as defined below and as
categorized and dated by the Public Works Director. Where
two (2) or more projects have the same priority, the older of
the projects will be completed first, funding permitted. Total
project spending per year will not exceed $30,000 or the fund
balance, whichever is smaller.
.
1)
PUBLIC SAFElY AND HEALTH
Primary attention will be paid to those projects that impact the public health or
safety. These projects would include ice problems on the road, erosion that is
causing a hazardous structural problem (Le. undermining a road), or storm water that
is causing a significant health problem (such as flooding the sanitary system).
2) SUBSTANTIAL FINANCIAL IMPACT TO THE CIlY
This category will include those projects that, while not endangering the public
health, will still have a negative impact on the residents as a whole. Projects in this
category include minor infrastructure replacement that cannot be funded cost
effectively by other means. Other potential projects include erosion causing property
damage and minor structure replacement.
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3)
PUBLIC NUISANCE
This category includes those projects that cannot be considered a substantial hazard,
are not likely to cause a financial loss to the City, but are a public nuisance. These
projects include standing water in the roadway, unwanted flooding in public parks,
and minor erosion projects.
4)
PRIVATE NUISANCE
Finally, those projects that are a nuisance to a single residence or small group of
residences that the City Council deems that the City has some responsibility to help
correct. These projects include those instances where a large drainage area is
causing a problem to a small area, and the homeowner(s) is (are) willing to allow a
right-of-entry to City crews without cost.
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MISCELLANEOUS MAINTENANCE
. Priority 1. Public Safety and Health
· 19795 Near Mountain Boulevard, sump pump and drain tile discharge to
street - (8/94).
· 5670 Old Market Road, sump pump discharge to street - (4/95).
Priority 2. Substantial Financial Impact t~ City
· Morgobsky drainage and 1&1 problem, along Smithtown Road - (3/94) plans
complete pending cost split with county.
· Minnetonka Drive storm sewer system - (10/94).
· 23622 Smithtown, driveway flooding - (3/94), plans complete, cost split with
county pending.
· 6100 Apple Road, driveway property flooding - (8/95).
Priority 3. Public Nuisance
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Harding Avenue in front of Agaard residence - (12/92).
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Bracketts Road in front of Champion residence - (1/93).
· Grant Lorenz "puddling" - (10/94).
Priority 4. Private Nuisance
· Rear yard drainage problem at Brown residence along Harding Lane - (6/92).
· Bache sump pump drainage, 5535 Wedgewood Road - (5/94).
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SANITARY SEWER SYSTEM
The operation and maintenance of the sanitary sewer system is a City responsibility necessary
to protect the public health. The existing system covers nearly aD property within the City
limits and indudes varying sizes and types of gravity sewer along with 18 lift stations to
transport sewage where gravity ftow is not possible.
The system can be divided into roughly two categories, the older, original portions constructed
by the City in the early 1970's and the newer portions constructed as a part of relatively recent
development.
As the older portions of the system are nearing 20 years old, recent expenditures have. focused
on the maintenance and cleaning of the older gravity lines combined with the rehabititation of
lift stations (which is now completed). Maintenance has consisted of ftushing, televising, and
sealing to prevent the inftow and infiltration (1&1) of clear (ground and rain) water into the
system. In 1994 a Comprehensive City-wide dear water inflow. and infiltration inspection
program was completed. Rehabilitation of the lift stations consisting primarily of conversion to
modern systems and the replacement of worn parts was completed in 1994.
Inflow and Infiltration U&D Control:
1&1 reduction is desirable from both aD economic and environmental standpoint. Reducing the
amount of clear water in the sanitary system should reduce the charges levied by the
Metropolitan Council EnvironmentaiServices (MCES) and reduce the operating time of the lift
stations. Data from the MCEC and lift station run times wiD be. analyzed yearly. to determine
what, if any, benefit is being realized by the City. The economic worth of the environmental
issues involved is necessarily a matter of council policy.
In 1995 the MCES established a Task Force to review its cost aDocation methods. At the
present time, the MCES uses a single rate system which allocates its current operating expenses
to the user communities on the basis of the wastewater flow each community contributes. Some
communities, particularly the core cities, have argued that it is more costly to .serve outlying
communities and, therefore, those communities should be charged a higher rate. To assist in
investigating the current MCES rate structure, the Task Force established a technical advisory
committee. This is made up of representatives from various user communities. Shorewood is
represented on the committee by the City Administrator.
At this time, there appears to be little support for changing the single rate cost aDocation
method now used by the MCES. However, there does appear to be strong support for raising
the portion of the debt service paid by SAC charges thereby requiring an increase in the 'SAC
rate. Increases in the SAC rate are likely. Since the SAC rate charged by the MCES is
uniform, and Shorewood has relatively few new connections each year, but is a "wet"
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community, a SAC increase could be of some benefit to Shorewood because it would tend to
reduce the growth of sewer rates.
An important recommendation that the Technical Advisory Committee has made to the Task
Force deals with intlow and infiltration (1&1) reduction. A study recently conducted indicates
that the MCES could save $2 million per year if all 1&1 in the sewer system were reduced to
nonnallevels. The suggestion is for the MCES to allocate a total of $1 million per year in the
fonn $50,000 maximum loans to user communities for 1&1 reduction programs. The
communities would pay the loans back at the rate of $10,000 per year. However, if progress can
be shown toward reducing 1&1, the loans would be forgiven. All of the details of this program
are yet to be developed. It is not dear as to whether or not the Task Force will adopt or endorse
the committee's recommendations. If the MCES adopts such a program, Shorewood should
apply to participate.
In the interim, it is recommended that Shorewood continue its efforts to control 1&1 by
proceeding in 1996 with an 1&1 study approved as part of the 1995 operating budget. The
study would identify an approach to investigating 1&1 in Shorewood's coDection system,
induding methods to quantify excessive 1&1 and an ongoing program to reduce excessive 1&1
where cost-effective.
Sanitary Sewer SYStem Extensions:
The existing trunk sewer system is adequate to serve the anticipated development over the next
five years. Any local extensions are anticipated to be paid for either through development or
assessment at the time of petition.
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PUBUC FACllJTIES AND OFFICE EQUIPMENT
Plans must be finalized on the disposition of the old buildings at Badger Park. A new shelter
needs to be built to house the Badger weD. This should be completed in 1996.
Park Commission and Planning Commission have identified a parcel of land on Academy
Avenue which could be sold with the proceeds going to park improvements. The City would
receive only a prorated share of sale proceeds.
Current plans caD for the City to contribute $311,000 to the South Shore Senior/Community
Center project in 1996.
The Council has concluded that an increasing amount of funds should be set aside each year so
that timely upgrades to computer systems can be made. Because these funds are "set-aside"
rather than "expended" each year, the set aside is shown on the General Fund Capital
Appropriations Chart of the Capital Fmance Plan section of this document. The balance is
shown as "designated" for office equipment on the Capital Reserve Fund Chart.
$10,000
Bad!!er WeD Buildin!! (1996)
$311,000
South Shore Senior/Community Center (1995)
$10,000 Relocation of hockev rink in oreoaration for South Shore Senior/Community
Center (1996
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TRAILS
.
Past public opinion surveys have indicated a strong interest in development in Shorewood~
The City adopted a trail plan in 1992. With this Capital Improvement Pl~ resources are
allocated and a trail implementation plan is adopted. The trails identified on this trail
project schedule are along streets which are likely to be worked on over the next five years
and along those not likely to need reconstruction for at least ten years.
::::.,::....:::......:,::':::,:::::!:,!::::::::j.j!:!i.:......:j.:..::j.:!...::i.i::.:.:.ij:..:::]:;T1WEi:~ROJEc:r':sOiEi.i~!:,:;;",::::,,',":"::::'.,:::,::!..::!.;:::::,;:'::.:.j:..:::::;j':::;;:)::
:~::::::~;\i::::j'.':.::l'i:l:.:::::
1996 1997 1998 1999 2000
Strawberry
2,600' Asphalt $25,000
Lake Linden
1,500' Concrete $24,000
Yellowstone Trail
1,700' Concrete $27,200
. Country Club
2,300' Concrete $37,000
Smithtown Road
(Country Club to Eureka)
4,200' Concrete $68,000
Eureka Road
(Smithtown to Birch Bluff)
2,75CY Concrete $44,000
TOTAL $137,000 $0 $0 $88,200 $0
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Fundin2 Source Summary
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The foUowing funding source summary illustrates where doUars wiD come from to fund this
project schedule:
1996 1997 1998 1999 2000
Fund Balance, January 1 $90,000 $117,363 $146,434 $177,257 $204,751
Tfr - Cap. Reserve Fund $15,000 $15,000 0$15,000 $10,000 $0
5% From Street Fund $9,500 $10,500 $11,500 $12,500 $13,500
Trf - MSA $137,000 $0 $0 $88,200 $26,800
Trail Construction $(137,000) $0 $0 $(88,200) $0
Interest Income @ 5% $2,863 $3,572 $4,323 $4,4994 $6,126
Fund Balance, December 31 $117,363 $146,434 $177,257 $204,751 $251,178
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The Trail Fund is established to fmance the implementation of the City's Trail ~ystem plan.
Revenues are derived from budgeted transfers from the Capital Reserve Fund, Street Fund,
MSA Fund (75% of MSA Project Cost) and anticipated. ISTEA grants. Expenditures shown
are improvements funded from these sources. Fund balances will be aHocated to future trail
improvements.
lIII
ISTEA Grant Funds may be available up to 50% of Trail construction costs.
The foUowing pages are the individual park site improvement plans and the trail plan.
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