HomeMy WebLinkAbout05.06.91 Council Packet AGENDA
COUNCIL MEETING
REGULAR
MAY 6, 1991
1. CALL TO ORDER
2. APPROVE AGENDA
3. APPROVE MINUTES
a. April 15, 1991 - Regular
b. April 20, 1991 - Special
4. CITIZENS COMMENTS
5. PUBLIC HEARINGS
a. Set Public Hearing - Elm Park Center
b. Set Public Hearing - Zoning Ordinance Amendments
6. PETITIONS, REQUESTS AND COMMUNICATIONS
7. ORDINANCES AND RESOLUTIONS
a. Accept Feasibility Report - Middle School Plat
8. UNFINISHED BUSINESS
a. Employee Salary Appeals
b. Aerial Mapping (GIS System)
c. Follow Up on April 20, 1991 Meeting
d. Adopt Assessment Policy - Review Impact on Project No. 89-3
9. NEW BUSINESS
a. Donations Policy
b. Fairgrounds Sewer User Fee
c. Driveway - Evergreen Knoll Park
d. Grading Permit - Pine Knoll Park
e. 1991 Manhole Rehabilitation Project
f. Fleet Policy
g. Feasibility Report - Elm Park
h. Project No. 91-7 - Gas Tank Removal at City Garage
10. MISCELLANEOUS
a. Request to Forgive Interest on Special Assessment - Harry McElmury
11. CONSENT AGENDA
a. Capital Outlay Request - Administration
b. Resolution Approving Submittal of an Application for a Gambling Premise
Permit
c. Request to Hire Part Time Police Reserve
d. Capital Outlay Request - Fire
e. Capital Outlay Request - Fire
f. Budget Adjustment - Wading Pool Filtration System
g. Temporary 3.2 On Sale Licenses
h. Capital Outlay Request - Public Works
i. Budget Adjustment - Fire Department
j . Approve Payment of the Bills
12. ADJOURN
THE AGENDA IS CLOSED OUT AT NOON ON THE TUESDAY PRECEDING THE MEETING.
.
AGENDA REQUEST FORM
ITEM NO.
NAME: Larry Thompson
DEPARTMENT: Administration
DATE: April 30, 1991
MEETING DATE: May 6, 1991
CATEGORY: Ordinances and Resolutions
SUBJECT: Accept Feasibility Report - Middle School
EXPLANATION: Self Explanatory
REFERENCE MATERIAL/RESPONSIBILITY: Report - Tom Kaldunski
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Development Committee
FEASIBILITY STUDY
FOR
EXTENSION OF MUNICIPAL UTILITIES AND STREET IMPROVEMENTS
TO SERVICE
THE PROPOSED FARMINGTON MIDDLE SCHOOL
SEWER DISTRICT #2
Ni OF NW* OF SECTION 31, T114, R19
PROJECT NO. 91-10
I hereby certify that this report was
prepared by me or under my direct super-
vision and that I am a duly registered
professional engineer under the laws of
the State of Minnesota.
. .
Thomas J. K unski, P.E.
Reg. No. 16798
Date: May 3, 1991
City of Farmington
Engineering Department
325 Oak Street
Farmington, Minnesota 55024
TABLE OF CONTENTS
MEMO OF TRANSMITTAL
TABLE OF CONTENTS
INTRODUCTION
DISCUSSION
PROJECT COSTS
CONCLUSIONS AND RECOMMENDATIONS
APPENDIX
Detailed Cost Estimates
Figure 1 - Original Proposed Trunk Sewer
Figure 2 - Revised Trunk Sanitary Sewer
Figure 3 - Trunk Water System
Figure 4 - Future Arterial Traffic Plan
Figure 5 - Typical Intersection Design for CSAR 31
Figure 6 - Typical Intersection Design for School Entrances
Figure 7 - Comprehensive Storm Water Managment Plan
MEMO TO: MAYOR AND COUNCIL
SUBJECT: PROJECT NO. 91-10 - EXTENSION OF MUNICIPAL UTILITIES AND STREET
IMPROVEMENTS FOR THE PROPOSED MIDDLE SCHOOL
DATE: MAY 3, 1991
Transmitted herewith is the feasibility report for the extension of sanitary
mains, water main trunks, storm water management structures and street improvements
to service the proposed Middle School construction in Sewer District #2.
This report provides a detailed cost estimate of the work being considered and
a plan of the area in which improvements will be constructed. The project costs
contained herein will be funded through assessments, stormwater management fees,
water main development fees and other potential sources.
I would be pleased to present this report at the May 6, 1991 City Council meeting.
i41/41;
Thaldunski, P.E.
City Engineer
cc: file
Wayne Henneke
TJK
TJK/mh
INTRODUCTION
The Farmington City Council has ordered this report to determine the feasibility
of extending municipal utilities and constructing a City collector street to
service the proposed Middle School construction in the North One Half of the
Northwest One Quarter of Section 31, Township 114, Range 19. This report was
ordered as a result of a petition submitted to the City of Farmington by Independent
School District 192. ISD 192 is concurrently preparing plans for the construction
of the Middle School. The School District is planning to begin construction
of the project in the Summer of 1991, with a projected school opening in the
Fall of 1992.
The project as outlined in this report will also have a positive effect on the
feasibility of extending sanitary sewer service to the Pine Knoll vicinity.
The City Council may want to consider ordering a new feasibility study for sewer
and street improvements in the Pine Knoll vicinity. A feasibility study was
done by this Department in 1988 and it can be updated upon request.
DISCUSSION OF IMPROVEMENTS
Sanitary Sewer
In the City Comprehensive Plan, the proposed sanitary sewer trunk to service
the Middle School site would require a 30" size as outlined in this study.
Figure No. 1 indicates the proposed alignment for sanitary sewer trunk as shown
in the City's current Comprehensive Plan. Segment "A" would service the Middle
School site. The 1988 Feasibility Study included a project cost of $557,300.00
for this 30" sanitary sewer. Upon review of the Comprehensive Plan, it was
City staff's recommendation to consider an alternative trunk sanitary sewer
system. This recommendation will provide a more feasible alternative for serving
the Middle School site and the Pine Knoll vicinity. Figure No. 2 outlines the
revised sanitary sewer to service the Middle School site is a 12" trunk line
connecting to the MWCC's 42" interceptor sewer.
This is a variation from the original Comprehensive Plan which will allow the
City to provide sanitary sewer service to the Middle School site and Pine Knoll
vicinity in a more cost effective manner. It would be a financial burden to
the community to fund the installation of a 30" pipe at this time, as compared
to the alternative of utilizing a 12" pipe to service the Middle School which
is in the City Municipal Urban Service Area (MUSA) .
In addition, staff discussion with the Metropolitan Council has indicated that
the MUSA could be expanded to service existing developments such as the Pine
Knoll vicinity, if the City requests it.
The proposed 12" sanitary sewer will connect to the 42" MWCC interceptor near
the east edge of Pine Street. The sewer will be 16-18 feet deep. A sewer metering
station, similar to the one installed near Linden Street in 1991 will be installed
to monitor the system. Note that a future 8" sanitary sewer is indicated on
Pine Street to service the local residences and future development in the northeast
corner of TH 50 and CSAH 31. The sanitary sewer will head north on an alignment
that will bring it past the west side of the proposed Middle School. An 8"
sanitary service line will be stubbed out for the school. At a minimum, the
sanitary sewer trunk could end at the new City collector street. Cost estimates
for extending the 12" sanitary sewer trunk to CASH 31 and an 8" sewer to the
east edge of the school plat are included.
The City Council should give direction to staff as to whether or not sanitary
sewer should be constructed on the centerline of the new road, or wait until
further development occurs north of the school. If the Council wishes, they
can order the feasibility study for servicing the Pine Knoll area.
Water Main Construction
The City's Comprehensive Water Main Distribution Plan has proposed an 18" water
main trunk on the alignment of the proposed City collector just north of the
Middle School site. Figure No. 3 is a copy of the City's Trunk Water System.
The current plan is to place an 18" main on the new City collector street just
north of the Middle School. In addition, an 8" water main loop will be installed
around the building. Fire hydrants will be placed at a 400' spacing on all
water main construction. The School District has requested that an 8" fire
sprinkler line be stubbed out to the new building. A 3" domestic use service
line will also be placed for the building. No service lines are planned for
potential residential development north of the school because the City does
not know what the layout of lots would be. Stub outs for future residential
development will be placed in appropriate locations for future street intersections.
(Approximately 800 foot spacing.)
In addition, it is recommended that the City loop the water main from the building
site. Three alternatives for looping have been identified:
1) loop to intersection of TH 50 and CSAH 31;
2) loop along railroad tracks to Elm Park development with
connections to Elm, Main and Pine Streets;
3) loop to T.H. 3 as shown on the trunk water system.
Alternate No. 1 would consist of an 8 or 12 inch water main (depending on what
type of development is planned at CSAH 31 and TH 50) that would start at the
southwest corner of the school loop, proceed south to Pine Street, then it would
head westerly along Pine Street and TH 50 to the intersection with CSAR 31.
This loop would provide services to Rambling River Park, residences along Pine
Street and future development in the northeast quadrant of TH 50 and CSAR 31
intersection.
Alternate No. 2 would consist of an 18" water main extending to the railroad
tracks, and a 12" water main would be placed along the west side of the railroad,
southerly to the vicinity of Elm Park. This water main would be connected to
existing mains on Pine Street, Main Street and Elm Street. In addition, a loop
around the Elm Park development would connect the system to First Street. This
loop would provide adequate water supply to the Elm Park Development and other
proposed development in the vicinity. It is anticipated that Elm Park will
require a large sprinkling system and the existing City mains may not have the
required capacity (3000 gpm ±) to provide the proper level of fire protection.
This is the recommended loop because it provides benefit to the Middle School,
Elm Park, adjacent business and future development, as well as providing benefit
to all residents connected to the City mains in the original City. The benefits
provided by this loop are improved water quality, and adequate water supply
for fire protection.
Alternate No. 3 would consist of an 18" water main along the alignment of the
proposed City collector street to T.H. 3 with a 12" water main trunk on T.H. 3.
This is the recommended loop in the City's Comprehensive Water Plan. This loop
should be constructed in the future. The land between the railroad and T.H. 3
is currently located in Empire Township. If this parcel is annexed into the City
as proposed, this trunk loop would be constructed as development occurs.
Street Construction
In order to provide public access to the proposed Middle School, a City collector
street has been proposed along the north side of the school. A 100 foot right
of way for this road will be dedicated to the public through the school's platting
of the Middle School site. This new road is included in the City's Future Arterial
Street Plan (Figure No. 4) . It will eventually link CSAH 31 to TH 3 at County
Road 66.
This project will construct the segment from CSAH 31 to the east edge of the
school plat. A right turn lane for north bound traffic on CSAH 31 and a bypass
lane for south bound traffic on CSAR 31 are included in the proposal. Figure
No. 5 is a typical plan of an intersection such as this.
The typical section for this collector street will be constructed to the minimum
City standards for a 9 ton street; 44' wide (back of curb to back of curb) with
concrete curb and gutter on both sides. The pavement will consist of 4" asphalt
on 12 inches of Class 5 aggregate base on 2 feet of select granular fill with
natural sand and gravel subbase. Concrete boulevard walks are planned on both
sides of the street. Several segments of storm sewer trunk and ditching systems
will be incorporated into the street design. Special consideration is being
given to the access on this street. The City's intent is to post a 40 mph speed
limit on the road. A 50 mph design speed will be utilized for the geometric
design. In addition, the City will be limiting the number of accesses to this
collector street to ensure maximum capacity and reduced restrictions on traffic
flow at intersections. The school site is being restricted to 3 entrances near
the building site. The ideal spacing of these entrances is 800 feet. Figure
No. 6 is a typical intersection design for the school entrances. Note that
it is assumed that right turns will be utilizing the right lane and that a fifth
lane is being provided in the center of the road to accommodate left hand turns.
The entire roadway will be signed in accordance with the Minnesota Uniform Traffic
Control Manual.
Storm Water Management
Figure No. 7 is a copy of the City's Storm Water Management Plan in the vicinity
of the proposed Middle School. The City will be developing Pond VP-9 as part
of this proposal. The School District has purchased the wetlands that constitute
Pond VP-9. Through the platting process, the School District will be required
to dedicate a minimum of 12 acres for the pond. This dedication will place
the ponding area under City ownership. The School District will receive a credit
on their storm water management fee equal to the value of the pond dedication.
A 12" outfall from Pond VP-9 is required as part of the trunk storm sewer system.
This outlet will be connected to a trunk storm sewer system which will convey
the runoff from most of the proposed City street and developed school site.
Pipe sizes on the trunk system will vary from 21" to 48" in size as shown on
Figure No. 7. Note that a ditch through the City parkland will be required
at the outlet of this storm sewer system. This ditch will drain to the existing
culvert under the bike trail.
In addition, the City will have to develop a storm sewer trunk system along
the west side of the railroad tracks. The Comprehensive Plan indicates the
need for a 42" storm sewer. It is recommended to improve a ditch along the
railroad in lieu of the 48" pipe. This ditch will drain to an existing culvert
under the bike trail system near the railroad bridge on the Vermillion River.
A 36" storm sewer trunk will be required from this proposed ditch to the low
point at the end of the proposed plat. The City will have to secure the necessary
easements for these improvements.
Also, an 18" storm sewer will be placed in the existing ditch on the east side
of CSAH 31 at the intersection with the new City street. This storm sewer will
collect the runoff from the new street via catch basins, and direct the flow
south to Pond VP-9.
The City of Farmington will be collecting storm water management fees from the
development of the Middle School. These fees will fund all trunk storm sewer
improvements. All lateral storm sewer improvements will be assessed to the
benefitted properties.
It is the City's intent to direct all storm water runoff in the vicinity to
Pond VP-9 into the existing wetland area. The City's Storm Water Managment
Plan is intended to preserve wetland areas. Minimal construction will be done
in the wetland areas by DNR permit. No excavation of the ponding area is required
at this time. The City's Comprehensive Storm Water Management Plan is based
upon aerial photography and 2 foot contours which have been used to size the
ponding areas. The existing wetlands and some portions of the lowlands adjacent
to the wetlands provide sufficient storage capacity without excavation. It
is also the City's intent to preserve the wetland by keeping storm sewer outlets
at the normal ground water elevation noted on the plan. The City will consider
this ponding area as a natural and aesthetically pleasing environment in which
little or no maintenance activities (such as mowing of vegetation) will occur.
The only maintenance required will be a periodic cleaning of inlet/outlet structures.
PROJECT COSTS
The project costs for these utility and street improvements are outlined in
this section. The itemized cost estimates are provided in the appendix and
they include a 5% contingency and 15% for legal, engineering and administration
of the project. The indicated unit prices are as projected for the 1991 construction
season (ENR 4765 MPLS). No costs have been included for easement acquisition.
The following summarizes the project costs:
Street Improvements * $ 439,265.00
Sanitary Sewer
- To Middle School 106,776.00
- On 208th Street 89,499.00
Total Sanitary Sewer $ 196,275.00
Water Main Construction
- On 208th Street 141,018.00
- School Loop 49,079.00
- Alternative #1 (8") 95,410.00
- Alternative #1 (12") 104,860.00
- Alternative #2 * 147,724.00
- Alternative #3 154,788.00
Total Water Main Construction $ 337,821.00
* Recommended Alternative
Storm Sewer 218,822.00
Sub Total . $ 1,192,183.00
5Z Contingency • 59,609.15
Est.Construction Cost 1,251,792.15
15Z Legal, Engineering, Admin. 187,768.82
ESTIMATED PROJECT COST $ 1,439,560.97
The City of Farmington has adopted an assessment policy which outlines the procedures
which should be followed in assigning project costs. This detailed preparation
of an assessment roll has not been done to date. It is recommended that the
City Administrator prepare a preliminary assessment prior to a public hearing
on the project. Funding for the project can come from many sources such as:
assessments, subdivision fees, surface water management fees, water main trunk
area charges, and so on.
CONCLUSIONS AND RECOMMENDATIONS
The project as reviewed herein is feasible as it relates to general engineering
principles and construction procedures. Based upon information contained in
this report, it is recommended that:
1. This report be adopted by the City of Farmington as a guide for the construction
of streets, sanitary sewer, water main and storm water management systems
to service the proposed Middle School site and surrounding area.
2. The sanitary sewer to service the Middle School site and the Pine Knoll
vicinity be constructed as outlined in this report. It is also recommended
that the City's Comprehensive Sewer Plan be revised to reflect the utilization
of the 24" trunk sewer to serve the northwest portion of the City in the
near future.
3. The City Council consider ordering a revised feasibility report for the
installation of sanitary sewer and street reconstruction in the Pine Knoll
vicinity. The changes in the City's Comprehensive Sanitary Sewer Plan as
outlined in this report will have a significant impact in reducing the costs
for installing sanitary sewer in the Pine Knoll area due to the elimination
of the 30" sewer.
4. The City Council should direct the City Administrator to prepare a preliminary
assessment roll for a public hearing. A public hearing should be held to
determine further action to be taken. The affected property owners in the
sewer service area and water main service areas must be notified for public
hearing purposes. In addition, all property owners adjacent to the proposed
street improvements must be notified for public hearing purposes.
5. The City conduct a legal and fiscal review of the proposed improvement project
prior to setting a public hearing.
6. The following schedule be implemented for the project:
- Receive Feasibility Report May 6, 1991
- Hold Public Hearing May 20, 1991
- Authorize Preparation of Plans and Specs May 20, 1991
- Approve Plans and Specs and
Authorize Advertisement for Bids June 17,1991
- Accept Bids and Award Contracts July 15, 1991
- Start Construction August 1, 1991
- Project Completion November 15, 1991
ESTIMATED CONSTRUCTION COSTS
Street Improvements
Common Excavation 16,100 cy @ $3.00/cy 48,300.00
Haul Excess Material 16,100 cy @ $2.00/cy 32,200.00
Select Granular Fill 9,670 cy @ $6.00/cy 58,020.00
Class 5 Agg. Base 9,440 tn @ $7.00/tn 66,080.00
Bit. Binder Course 1,500 tn @ $15.00/tn 22,500.00
Bit. Wear Course 1,500 tn @ $15.00/tn 22,500.00
AC-1 Bit. Material 180 tn @ $150.00/tn 27,000.00
Bit. Patch Material 90 tn @ $60.00/tn 5,400.00
8" Concrete Walk 1,248 tn @ $4.50/tn 5,616.00
4" Concrete Walk 19,000 sf @ $2.25/sf 42,750.00
B618 Curb and Gutter 4,780 if @ $5.00/if 23,900.00
4" Topsoil Strip/Respread 2,760 cy @ $0.30/cy 828.00
Seed/Mulch/Fertilizer 5.2 ac @ $350.00/ac 1,820.00
Grade Ditch 6,200 if @ $5.00/if 31,000.00
12" Culvert 65 if @ $20.00/if 1,300.00
Total Street Improvements $ 389,214.00
Center Turn Lanes
Common Excavation 2,797 cy @ $3.00/cy 8,391.00
Haul Excess Material 2,797 cy @ $2.00/cy 5,594.00
Select Granular Fill 1,680 cy @ $6.00/cy 10,080.00
Class 5 Aggregate Base 1,638 tn @ $7.00/tn 11,466.00
Bit. Binder Course 280 tn @ $15.00/tn 4,200.00
Bit. Wear Course 280 tn @ $15.00/tn 4,200.00
AC-1 Bit. Material 34 tn @ $150.00/tn 5,100.00
Bit. Patch Material 17 tn @ $60.00/tn 1,020.00
Total Center Turn Lanes $ 50,051.00
Sanitary Sewer Improvement
12" PVC San. Sewer 1,900 if @ $35.00/if 66,500.00
12" x 8" Wye 1 ea @ $100.00/ea 100.00
4' Manhole (8' dp) 5 ea @ $1,100.00/ea 5,500.00
Manhole Overdepth 40 if @ $55.00/1f 2,200.00
Connect w/Exist MWCC MH 1 ea @ $2,600.00/ea 2,600.00
Mech Trench Compaction 1,900 if @ $0.60/1f 1,400.00
Meter Station 1 ea @ $25,000.00/ea 25,000.00
$ 103,000.00
Sanitary Service Lines
8" Service Lines 80 if @ $45.00/if 3,600.00
8" Service Riser 8 vlf @ $16.00/v1f 128.00
Mech. Trench Compaction 80 if @ $0.60/if 48.00
$ 3,776.00
Cost Estimates - Continued
Sanitary Sewer on 208th Street
12" PVC San. Sewer 1,540 if @ $35.00/if 53,900.00
8" PVC San. Sewer 1,000 if @ $25.00/if 25,000.00
4' Dia. MH (8' dp) 7 ea @ $1,100/ea 7,700.00
MH Overdepth 25 vif @ $55.00/vif 1,375.00
Mech. Trench Compaction 2,540 if @ $0.60/1f 1,524.00
Total San. Sewer on 208th St. $ 89,499.00
Water Main (Along 208th St.)
18" DIP, CL 52 2,590 if @ $32.00/1f 82,800.00
Connect w/Exist. Water 1 ea @ $1,600.00/ea 1,600.00
Jack Under CSAH 31 120 if @ $225.00/if 27,000.00
18" Gate Valve 3 ea @ $1,650.00/ea 4,950.00
Fire Hydrant 6 ea @ $1,200.00/ea 7,200.00
Misc. Fittings 11,700 lb @ $1.00/ib 11,700.00
6" DIP, CL 52 90 if @ $16.00/if 1,440.00
6" Gate Valve 6 ea @ $440.00/ea 2,640.00
Mech. Trench Compaction 2,680 if @ $0.60/1f 1,608.00
Total Water Main (208th St.) $ 141,018.00
Loop Around School
8" DIP, CL 52 1,835 if @ $18.00/if 33,030.00
8" Gate Valve 3 ea @ $550.00/ea 1,650.00
Fire Hydrant 3 ea @ $1,200.00/ea 3,600.00
6" DIP, CL 52 120 if @ $16.00/if 1,920.00
6" Gate Valve 3 ea @ $440.00/ea 1,320.00
Misc. Fittings 1,800 lb @ $1.00/lb 1,800.00
Mech. Trench Compaction 2,115 if @ $0.60/1f 1,269.00
8" DIP, CL 52 80 if @ $18.00/if 1,440.00
8" Gate Valve 1 ea @ $550.00/ea 550.00
3" Corp & Curb Stop w/box 1 ea @ $500.00/ea 500.00
3" Copper Services 80 if @ $25.00/1f 2,000.00
Total Loop Around School $ 49,079.00
Water Main Alternative 11
8" DIP, CL 52 2,900 if @ $18.00/1f 52,200.00
(12" DIP, CL 52) (2,900 if @ $21.00/if) (60,900.00)
8" Gate Valves 3 ea @ $550.00/ea 1,650.00
(12" Gate Valves) (3 ea @ $800.00/ea) (2,400.00)
Fire Hydrants 4 ea @ $1,200.00/ea 4,800.00
6" DIP, Cl 52 100 if @ $16.00/if 1,600.00
6" Gate Valves 4 ea @ $440.00/ea 1,760.00
Misc. Fittings 3,000 lb @ $1.00/lb 3,000.00
Jack Under CSAH 31 120 if @ $225.00/if 27,000.00
Connect Exist. Water 1 ea @ $1,600.00/ea 1,600.00
Mech. Trench Compaction 3,000 if @ $0.60/1f 1,800.00
Total Alternative #1 8" $ 95,410.00
12" (104,860.00)
Cost Estimates - Continued
Water Main Alternative 12
18" DIP, CL 52 530 if @ $32.00/1f 16,900.00
18" Gate Valve 2 ea @ $1,650.00/ea 3,300.00
12" DIP, CL 52 2,210 if @ $21.00/if 46,410.00
12" Gate Valve 4 ea @ $800.00/ea 3,200.00
Fire Hydrants 2 ea @ $1,200.00/ea 2,400.00
6" DIP, CL 52 50 if @ $16.00/if 800.00
6" Gate Valve 2 ea @ $440.00/ea 880.00
Jack Under RR 200 if @ $225.00/if 45,000.00
Connect w/Exist Water 2 ea @ $500.00/ea 1,000.00
Wet Tap 1 ea @ $1,600.00/ea 1,600.00
Misc. Fittings 4,500 lb @ $1.00/1b 4,500.00
Mech. Trench Compaction 2,790 if @ $0.60/if 1,674.00
River Crossing 100 if @ $200.00/if 20,000.00
Total Alternative #2 $ 147,724.00
Water Main Alternative 13
18" DIP, CL 52 2,630 if @ $32.00/if 84,160.00
18 Gate Valve 2 ea @ $1,650.00/ea 3,300.00
12" DIP, CL 52 650 if @ $21.00/if 13,650.00
12" Gate Valve 2 ea @ $800.00/ea 1,600.00
Fire Hydrant 2 ea @ $1,200.00/ea 2,400.00
6" DIP, CL 52 50 if @ $16.00/if 800.00
6" Gate Valve 2 ea @ $440.00/ea 880.00
Jack Under RR 100 if @ $225.00/1f 22,500.00
Connect w/Exist. Water 1 ea @ $500.00/ea 500.00
Misc. Fittings 3,000 lb @ $1.00/ib 3,000.00
Mech. Trench Compaction 3,330 if @ $0.60/1f 1,998.00
River Crossing 100 if @ $200.00/if 20,000.00
Total Alternative #3 $ 154,788.00
Storm Sewer Improvements
48" RCP 430 if @ $65.00/if 27,950.00
42" RCP 680 if @ $60.00/if 40,800.00
36" RCP 800 if @ $45.00/1f 36,000.00
24" RCP 900 if @ $34.00/if 30,600.00
21" RCP 670 if @ $27.00/if 18.090.00
18" RCP 100 if @ $24.00/if 2,400.00
12" RCP 440 if @ $18.00/if 7,920.00
6' Dia. MH 2 ea @ $1,850.00/ea 3,700.00
8' Dia. MH 4 ea @ $2,200.00/ea 8,800.00
Catch Basins 5 ea @ $700.00/ea 3,500.00
48" Apron w/Trash Gd. 1 ea @ $1,800.00/ea 1,800.00
Ditch Excavation 1,800 if @ $12.00/if 21,600.00
Mech. Trench Compaction 4,020 if @ $0.60/if 2,412.00
8" Perf. Tubing 1, 110 if @ $5.00/if 5,550.00
18" Apron w/Trash Gd. 2 ea @ $750.00/ea 1,500.00
12" Apron w/Trash Gd. 1 ea @ $500.00/ea 500.00
6' Dia. MH/CB 3 ea @ $1,900.00/ea 5,700.00
Total Storm Sewer $ 218,822.00
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AGENDA REQUEST FORM
ITEM NO. 9co,
NAME: James Bell
Dr
DEPARTMENT: Parks and Recreation
DATE: April 30, 1991 7
MEETING DATE: May 6, 1991 _
CATEGORY: New Business
SUBJECT: Driveway at Evergreen Knoll Park
EXPLANATION:
REFERENCE MATERIAL/RESPONSIBILITY: See attached
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Tom Kaldunski Public Works
Jim Bell Parks and Recreation
\iiimawed
SIGNATURE
r R
MEMO TO: LARRY THOMPSON
SUBJECT: DRIVEWAY AT EVERGREEN KNOLL
DATE: MAY 2, 1991
The service driveway to the pump house at Evergreen Knoll is turning into a
soupy rutted mess. I would like to dig out the black topsoil and place either
crushed rock or Class 5 in its place. The Solid Waste and delivery trucks are
going to get stuck back there. We would finance this out of our Park Maintenance
funds.
\...leoftememiCILASSID..
James Bell
Parks and Recreation Director
cc: file
Wayne Henneke
JCB
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