HomeMy WebLinkAbout4.g. Receive Feasibility Report / Set Public Hearing - Valley Oaks Addition, Replat, Phase IV .
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DATEs AtARCH 2, 1989
T0: MAYOR & COUNCILrIEAiBERS
ADMINISTRATOR JILK
FROM: RICH H�P'TI, CITY ENGINEER/PUBLIG WQRKS DIRECTOR
RE: ITEPt FOR riARCH 7, 1989 GOUNCIL PIEETIAIG
CONSENT AGENDA
RECEIVE FEASIBILITY REPORT/SET PUBLIG IiEARiNG, VALLEY OAK AUDITI�N EZEPi,AT—
PHASE IV, PROJECT 196
This item consist of Council passing the resolutian to receive the feasit�il+ ty
report and set public hearing for the Valley Oak Addition Replat, Phase IV, City
Project 196. This projeet is a result of a petition by thP develaper of thf>
Va11ey 0ak Addition for the installation of utilities, streets and street Iights
within his development. This project wiil complete the Valley Oak Addition
development.
Attached to this memo is a copy of the feasi.bility report our consultants h:�ve
prepared. The feasibility report finds this project feasible from an enginc�ering
standpoint and recommends proceeding with the project.
. Recommencled action for Council to consider is to adapk the attactted r�solu�ion
receiving the feasibility report and setting the public tiearinp for April 4. 1989
at 8:00 p.m. for City Project 196, Valley Oak A�idition fte��lat} P#1t�se IV, Utitity
and Street Improvements.
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CITY .OF ROSEMOUNT
RESOLUTiON I989 - '
A RESOLUTI�N RECEIVTNG 'THE FEASIBIl,ITY REPORT OF CITY PRUJ�CT i�19b,
VALLEY 4AK REPLAT ADDITION, PHASE IV, UTiLITY & STREET IMPROVEMEAI`�S,
AND CALLING FOR PU�LIC }��ARI�TG TO CQNSID�;R '�I�F. PRQJECT
WHEREAS, the City Council deemed it necessary and expedient that the City uf
Rosemount, Minnesota, construct certain improvements, to-wit: Cixy Projecr #196,
Valley Oak Addition Replat, Phase IV; Utility & Street Improvements, in thE� City
as described in and in accordance with the feasibility repart prepared by ;:hort-
Elliott-Hendrickson, Inc. , Consulting Engineers; and
WHEREAS, the City Council has been advised by the Consulting Fngineers th�t said
utility and street improvements, Gity Project 4�196, is feasible, and shoul�f best
be.made as proposed, and the Gonsulting Engineers' report to this effect h��s
heretofore been reeeived by Council, and filed. with the Adminis'trator/Cierl; on
riarch 7, 1989; and
WHEREAS, the statute provided that no such improvements sha11 be made unti� the
Council has held a �ublic i�earinp, on st�ch iEn�rovements f�llc�win�; mnile�l not i.ce
and two publications thereot in the official newspaper stating time and pl<�ce of
the hearing, the general nature of the improvement, ttie estimated costs thereof,
and the area proposed to be assessed, in aecordance with the law.
NOW THEREFORE BE IT RESOLVED, the City Co�.incil of the City of Rosemount acc•epts
the feasibility report for City Project 1�3�i and places it on file; and
NOW THEREFORE BE IT FURTHER RESOLVED, by the City Council of the City of
Rosemount that a public hearing be scheduled to consider City Project �196,
Valley Oak Addition Replak, Phase IV, Utiiity & Street Improvements to be lFeld on
Tuesday, April 4, 1989 at 8:00 o'clock p.m. , or as soon thereafter as possible,
in the Council Ghambers of City Hall.
ADOPTED this 7th clay of Aiareh, 19$9.
Rolian Hoke, rtayor
ATTEST:
Stepttan Jilk, Administrator/Clerk
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FEASIBILITY REPORT
FOR
� STREBTS AND UTILITIES
IN '
� PHASB IV
VALLEY OAK ADDITION
ROSEMOUN7.`, MINrTk:SOTA
CITY PROJECT NO. 196
�� SEH FILS NO: 89161
� : March 7, I989
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� I hereby certify that this report was prepared
by me or under my direct supervision and� that I
� am a duly Registsred Professional Engineer under
the laws of the State of Minnes ta.
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� DATE: � 3 V J REG. NO. 12691
/
.�' REVIEWED BYt
DATE:
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� ENGINEERS I ARCNITECTS I PLANNERS 222 EAST LI7TLE CANADA ROAD,ST.PAUL,MINNESOTA 55117 612 484-0272
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March 3, 19$9 RE: ROSEMOUNT, MINNESOTA
� VALLEY OAK ADDITION
PHASE IV
STREETS AND UTILITIES
� CITY PROJECT NO. 196
SEH FILE NO: 89161
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� City of Rosemount
2875 145th Street West
Rosemount, MN 55068
� Attn: Rich Heft3, Director of Public Works
Gentlemen:
� In accordance with our authorization we have� re ared the
Y P P
attached feasibility report for utility and street construction
� in Phase IV Valley Oak Addition. This report discusses sanitary
sewer, watermain, drainage, street, and street lighting improve-
ments, and provides cost estimates for each.
� We find this improvement to be feasible and recommend that it be
constructed in general compliance with the provisions of this
report.
� We would be pleased to review this report with you in detail.
� Sincerely,
SHORT-ELLIOTT-HENDRICKSON, INC.
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..���-�
Steve Campbell
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SDC/cih
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SHORT ELLIOTT SL PAUL, CHIPPEWA FALLS,
HENDRICKSON INC. M/NNESOTA WISCONSW
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TABLB OF 'CONTENTS
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TITLE PAGE AND CERTIFICATION '
� LETTER OF TRANSMITTAL
TABLE OF CONTENTS
EXECUTIVE SUMMARY '
� PART 1 -� INTRODUCTION
� 1.1 _ AUTHORIZATION
1.2 SCOPE
1.3 - DATA AVAILABLE
�; PART 2 - GENERAL BACKGROUND
2.1 - LOCATION
�` 2.2 _ PROJECT AREA
2.3 ADJACENT PROPERTY
2.4 - SITE CONDITIONS
�, PART 3 - PROPOSED IMPROVEMENTS
3.1 - SANITARY SEWER
� 3.2 - WATERMAIN
3.3 - DRAINAGE
3.4 - STREET CONSTRUCTION
� 3.5 _ STREET LIGHTING
3.6 EASEMENTS
PART 4 - FINANCING
� 4.1 - COST ESTIMATES
4.2 - ASSESSMENT AREA
� 4.3 - COST RECOVERY
4.3. 1 Core Facilities
4.3.2 Assessments
� 4.3.3 Summary
> PART 5 - PROJECT SCHEDULE
� APPENDIX:
Estimate of Cost - Sanitary Sewer
� Estimate of Cost - Watermain
Estimate of Cost - Storm Sewer
Estimate of Cost - Street Construction
Estimate of Cost - Street Lighting
� DRAWINGS 1 - 5
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E%ECUTIVS SUNIIKARY
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City Project No. 196 �rovides for the construction of sanitary
� sewer, watermain, storm sewer, streets, and street lighting in
Phase IV of Ualley Oak Addition. This development consists of 28
� single family residential lots and is located in the north half
of the southeast quarter of Section 31 adjacent to Phases II and
: � III of Vailey Oak Addition and Shannon Parkway.
The pro�ect is feasible from an engineering standpoint and
� includes approximately 1, 100 feet of sanitary sewer, 2, 100 feet
of watermain, 700 feet of storm sewer, and 1,400 feet of street
� construction. The total estimated pro�ect cost is $235,000. Of
this total, $221,000 will be xecovered through assessments,
� $3,000 will be recovered from the Stosm Sewer Core Facility Fund
and $11,000 will be recovered from Water Core Facility Fund. The
� pro�ect is scheduled for construction during the 1989
construction season.
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� Executive Summary - 1
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PART 1
� INTRODUCTION
� 1
. 1 AUTHORIZATION
On February 13, 1989, the Rosemount City Council, upon
� petition by the owner, authorized the preparation of an
Engineering Feasibility Report for utility and street
� construction in Phase IV of Valley Oak Addition. This
project has been designated as City Project No. 196.
�
1.2 SCOPE
� The purpose of this report is to determine the engineering
feasibility of this pro�ect based upon a review of the data
available, and to make recommendations and provide cost
� estimates for the construction of sanitary sewer, watermain,
storm sewer, street and street lighting facilities in Phase
IV of Valley Oak Addition.
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� 1.3 DATA AVAILABLE
The information and materials used in the preparation of
this report includes
�i 1. Final Valley Oak Addition Replat.
2. Grading Plan of Valley Oak Addition (August l7, 1979) .
� 3. City of Rosemount Construction Record Drawings.
4. Feasibility Report for Streets and Utilities in Phase
� III Vailey Oak Addition (February 11, 1988) .
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� Part 1 - 1
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� PART 2
� GENERAL BACKGROUND
� 2. 1 LOCATION
The project district is located in the north half of the
southeast quarter of Section 31 in the previously platted
� Valley Oak Addition. The project location is shown in
Drawing No. 1.
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2.2 PROJECT AREA
� Valley Oak Addition Phase IV includes 28 single family
residential lot� located in two separate tracts along
� Columbia Court and also along Crestone Path and Crestone
Court, as shown on Drawing No. 1. This is the fourth and
final phase of the Valley Oak Addition development.
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2.3 ADJACENT PRQPERTY
� The project area' is located ad�acent to Phases II and III of
Valley Oak Addition and lies immediately east of Shannon
� Parkway and south of O'Leary's Hills 2nd Addition. Street
and utility construction in Valley Oak Addition Phase II
was completed in 1987 under City Pro�ect Nos. 1985-3 and
� 1986-7. Street and utility construction in Valley Oak
Addition Phase III was completed in 1988 under City Project
� No. 180, Contract No. 1988-1.
� 2.4 SITE CONDITIONS
In accordance with City requirements, all street and site
� grading will be completed by the developer in accordance
with the master , grading glan of Valley Dak Addition. The
�" required street' grading includes core excavation of all
plastic (non-suitable) materials within the roadway area and
replacement with granular (suitable) materials. Most of the
' � pra�ect area has' been preliminarily graded.
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' P art 2 - 1
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PART 3
� PROPOSED IMPROVEMENTS
�. 3. 1 SANITARY SEWER
Proposed sanitary sewer facilities are shown on Drawing No.
� 2. These facilities include the northwesterly extension of
an 8" PVC service main from the inplace stub at 156th Street
� into Columbia Court; and the southerly extension of an 8"
PVC service main from the inplace stub at' 156th Street into
� Crestone Path. The proposed facilities also include the
extension of 4" PVC services to each lot from the proposed
service mains. Lot $ of Block 10 and Lot 24 of Block 4 have
� already been served with sanitary sewer as a part of the
Phase II project'.
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3.2 WATERMAIN
� Proposed watermain facilities are shown on Drawing No. 3.
These facilities include the northwesterly extension of a 6"
� DIP service main from the inplace stub at 156th Street along
Columbia Court to the inplace main in Shannon Parkway; the
southerly extension of a 6" DIP service main from the
� inplace stub at 156th Street into Crestone Path; the
westeriy extension of a 6" DIP service main from the inplace
� main in Corneli Trail to the inplace stub at Shannon
Parkway; and the southerly extension o€ a 12" DIP trunk main
� along Shannon Parkway from the inplace stub at Cornell Trail
to the south line of the plat. The proposed facilities will
also include the extension of 1" copper services to each lot
� from the service mains. Lot 8 of Block 10 and Lot 24 of
Block 4 have already been served with water as a part of the
� Phase II pro�ect.
� 3.3 DRAINAGE
Propased storm sewer facilities are shown on Drawing No, 4.
� These facilities include the northwesterly extension of the
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27" RCP along Columbia Court from the inplace stub at 156th
� Street to the existing discharge from Shannon Parkway. A
catch basin is proposed for the Columbia Court cul-de-sac to
intercept drainage flowing westerly from a high point in the
� street. The inplace catch basins at the intersection with
156th Street will intercept drainage flowing southerly from
� this high point on Columbia Court.
� No new storm sewer is proposed for Crestone Path. Drainage
wiii be intercepted by existing catch basins located at the
intersections of Crestone Path with 156th Street and 157th
� Street with Cornell Court.
� 3.4 STREET CONSTRUCTION
The construction of standard City streets is proposed as
� shown on Drawing No. 5. The proposed streets are 30 feet
wide between curb faces and are located within 60 foot
� rights-of-way. Proposed cul-de-sacs have a 45 foot radius
to the face of the curb and a 60 foot radius to the right-
of-way line.
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The proposed street section consists of a 2" bituminous
�� wearing course and 2" bituminous binder course placed over
6° aggregate base with design D-418 (delineator) concrete
� curb and gutter. This section assumes that a granular
subgrade will be provided by the developer. The developer
will also be responsible for the restoration of the
� boulevard areas as a part of the final lot development.
� 3.5 STREET LIGHTING
The type and location of proposed street lights are also
� shown on Drawing No. 5. Type A lighting units are 15 feet
high with post top mounted fixtures. Type B lighting units
� are 25 feet high with the fixtures mounted on a 2-1/2 foot
mast arm. Street lighting facilities will also include the
installation of feed points and conductor runs to each of
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� Part 3 - 2
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PART 4
� FINANCING
� 4. 1 T MATES
COS ESTI
Detailed cost estimates for all improvements proposed herein
� are included in the Appendix of this report. These
estimates are based on projected 1989 unit costs and include
i� allowances for contingencies (10�) and anticipated overhead
costs (20�) . These estimates do not include any costs for
� street or site grading or easements which are required of
the developer as a part of the Development Contract with the
City.
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A summary of these costs is as follows:
� Sanitary Sewer $ 40,000
Watermain 70,000
Storm Sewer 35,000
� Street Construction 80,000
Street Lighting 10,000
Total $235,000
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4.2 ASSESSMENT AREA
� The following parcels of land are located within the project
area and are sub�ect to assessments to recover the project
costs.
� Valiey Oak Replat Addition:
Block 2, Lots 15 through 29
� Block 3, Lots 2 through 3
Biock 4, Lots 22 through 24
Block 10, Lots 8 through 15
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4.3 COST RECOVERY
� 4.3. 1 Core Facilities
The estimated cost o�' watermain in excess of 6
inch diameter is considered to be a City core
� facility cost. For the proposed 12 inch diameter
trunk watermain in Shannon Parkway, one-half of
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Part 4 - I .
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the remaining 6 inch diameter cost is also
� considered to be a City core facility cost. This
represents the equivalent assessment for the west
side of Shannon Parkway. In addition, the
� estimated cost of storm sewers in excess of 24
inch diameter is considered to be a City core
� facility cost. These core facility costs are not
assessable to the project area but can be
� recovered from the respective Core Facility Funds.
With standard contingencies and overhead
allowances, these costs are estimated to be
� $11,000 for watermain and $3,000 for storm sewer.
� These costs are calcuiated using the differential
unit cost of the core faailities from the standard
� residential facilities and are based on the
following estimated unit costs:
� UNIT
ITEM NO. DESCRIPTION UNIT PRICE
� 0257.406 6"��DIP WM, CL. 52 L.F. S].4.00
0257.412 12 DIP WM, CL. 52 L.F. $28.00
0258.424 24" RCP STORM SEWER L.F. 5�8.00
� 025$.427 27" RCP STORM SEWER L.F. 531,00
The watermain calculation is as follows:
� UNIT PRICE
ITEM NO. QTY. UNIT DIFFERENTIAL AMOUNT
� 0257.412 395 L.F. (28.00-14.00) $ 5, 530
One-half of the remaining 6 inch diameter cost is:
� , 395 x $14.00/2 = $ 2,765
Subtotal $ 8.295
� +10� Contingencies = 805
Estimated Construction Cost $ 9,100
+20$ Overhead & Engineering 1,900
� Total Estimated Gost $11,000
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Part 4 - 2
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The storm sewer calculation is as follows:
1 UNIT PRICE
ITEM NO. QTY. UNIT DIFFERENTIAL AMOUNT
0258.427 690 L.F. (31.00-28.00) $ 2,070
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• Subtotal $ 2,070
+10� Contingencies 330
� Estimated Construction Cost $ 2,400
+20� Overhead & Engineering 600
Total Estimated Cost $ 3,000
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4.3.2 Assessments
� After the core facility cost has been subtracted
from the total estimated cost of the pro�ect, the
remaining assessable amount is $221,000.
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Spreading this amount over the 2$ lots in the
� pro�ect area, the total estimated assessment rate
for each lot is $7, 893.
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4.3.3 Summary
� Assessments = $221,000
Watermain Core Facility Cost 11,000
Storm Sewer Core Facility Cost = 3,000
� Total $235,000
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Part 4 - 3
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PART 5
� PROJECT SCHEDULE
� The proposed schedule` for this improvement is listed below. This
schedule is based on the provisions of Chapter 429 of the
� Minnesota Statutes. It assumes that all elements of the improve-
ment, including developer obligations are completed in a timely
� manner.
� Receive Feasibility Report March 7, 1989
Hold Pub13c Hearing April 4, 1989
Approve Plans and Specifications April 4, 1989
� Receive Bids April 28, 1989
Award Contract May 2, 1989
. � Begin Construction _ June, 1989
Complete Construction September, 1989
� Hold Assessment Hearing Fall, 1989
First Payment Due with Taxes May, 1990
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Part 5 - 1
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ES'TIMATE OF COST
� � WATERMAIN
; PHASE IV
VALLEX OAK ADDITION
� CITY' PROJECT NO. 196 �
ROSE"NiOUNT, MINNESOTA
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ITEM ', UNIT
� NO. DESCRIPTION '' UNIT QUANTITY PRICE AMOUNT
0257.406 6" DIP WM, CL. 52 L.F. 1, 667 514.00 523,338
�. 0257.412 12" DIP WM, CL. 52 L.F. 395 28.00 . 11,060
0257. 606 6" R.S. GATE VALVE
� AND BOX EACH 9 400.00 3, 600
0257.630 FITTINGS LESS THAN 2" LB. 780 1.25 975
� 0257. 640 FIRE HYDRANT EACH 5 900.00 4,500
0257.710 1" COPPER SERVICE L.F. 980 6.00 5,880
� 0257.730 1" CORPORATION EACH 26 30.00 780
� 0257.740 1" CURB STOP EACH 26 80.00 2,080
0257.801 16" X 6" PRESSURE T P EACH 1 1, 500.00 1, 500
� 0257.903 CONNECT TO EXISTING
WATERMAIN EACH 5 200.00 1,000
� 2521.512 RESTORE BITUMINOUS -
PATHWAY S.Y. 30 10.00 300
1 SUBTOTAL $54' 887
+10$ CONTINGENCIE$
ESTIMATED CONSTRUCTION COST $60,000
+20$ OVERHEAD AND ENGINEERIN 10,000
� TOTAL ESTIMATED COST $70,000
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ESTIMATB OF COST
� STORM SEWSR
PHASE IV
VAL EY OAK ADDITION
� CI PROJECT NO. 196
ROS OUNT, MINNESOTA
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ITEM UNIT
� NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
0258.427 27" RCP STORM SEWER
� CL. III I L.F. 690 $31.00 $21,390
0258. 603 MANHOLE, TYPE B L.F. 5 125.00 625
� 0258.705 CATCH BASIN, TYPE Y L.F. 29 130.00 3,770
0258.801 R-1733 MH CASTING EACH 3 150.00 450
� 0258.808 R-3067 CH CASTING EACH 1 200.00 200
0258.930 CONNECT TO EXISTING
� STORM SEWER EACH 1 300.00 300
SUBTOTAL I $26, 735
� +10$ CONTINGENCIES 3,265
ESTIMATED CONSTRUCTION COST $30,000
+20$ OVERHEAD AND ENGINEERIN 5,000
� TOTAL ESTIMATED COST $35,000
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E TIMATS OF COST
� ST ET CONSTRUCTION
PHASB IV
VAL EY OAK ADDITION
� CI PROJECT NO. 196
ROS OUNT, MINNESOTA
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ITEM UNIT
' NO, DESCRIPTION UNIT QUANTITY PRICE AMOUNT
2105.501 COMMON EXCAVATION C.Y. 500 $1.00 $ 500
� 2105. 521 GRANULAR BORROW (LV) C.Y. 500 3.00 1, 50Q
2111.501 TEST ROLLING I R.S. 14 40.00 560
� 2112.501 SUBGRADE PREPARATIO R.S. 14 80.00 1, 120
2211. 503 AGG. BASE PLACED, C 5 C.Y. 1,045 10.00 10,450
, 2341. 504 BIT MAT FOR MIX TON 68 175.00 11 900
,
� 2341.508 WEARING COURSE MIX TON 610 14.00 8, 540
2341.510 BINDER COURSE MIX TON 610 13.00 7, 930
� 2357. 502 BIT MAT FOR TACK CO T GAL. 286 1.5C� 429
2504.602 RDJUST GATE VALVE e X EACH 4 100.00 400
� 2506.522 ADJUST FRAME AND
RING CASTING PACH 3 130.00 390
� 2531. 501 CONCRETE CURB & GUT ER
DESIGN D418 L.F. 3,060 5.00 15,300
� SUBTOTAL $59,019
+10$ CdNTINGENCIES 5,9$1
ESTIMATED CONSTRUCTION COST $65,000
� +20$ OVERHEAD AND ENGINEERIN 15,004
TOTAL ESTIMATED COST 580,000
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E TIMATE OF COST
� S REET LIGHTING
PHASE IV
VAL EY OAK ADDITION
, �CI PROJECT NO. 146
ROS OUNT, MINNSSOTA
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ITEM UNIT
' NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
2545.511 LIGHTING UNIT, TYPE A EACH 3 $900.00 $ 2,700
! 2545. 511 LIGHTING UNIT, TYPEIB EACH 1 1, 200.00 1, 200
2545. 532 UNDERGROUND CONDUCT R L.F. 700 2.50 1,750
' 2545.552 FEED POINT EACH 2 1,000.00 2,000
' SUBTOTAL $ 7, 650
+10$ CONTINGENCIES 350
ESTIMATED CONSTRUCTION COST $ 8,000
+20$ OVERHEAD AND ENGINEERIN 2,000
� TOTAL ESTIMATED COST $10,000
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