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CR 92-165 Westbrooke Way Reconstruction ( \ i Y 0 I , V /<- ml 7. ~ I . August 12, 1992 O'p' K \ ~ , Council Report 92-165 PUBLIC HEARING WESTBROOKEWAY RECONSTRUCTION . Proposed Action. staff recommends the following motion: Move that Council accept the feasibility report as ordered on June 2 . 1992 and adopt Resolution 92-69. Resolution Ordering Improvement After Public Hearing. This action will continue an assessable project on Westbrooke Way. Plans and specifications will be developed and bids solicited for construction in the fall of 1992 and spring of 1993. overview council at its regular June 2, 1992 meeting entered into an agreement with the Westbrooke Condominium Association for undertaking a feasibility report concerning the reconstruction/ extension of Westbrooke Way. That report was presented to Council at its July 21 meeting whereupon a public hearing was ordered. Notices were sent to all affected property owners at Meadow Creek condominiums as well as to residents at Westbrooke . Park and Westbrooke West. In the case of Meadow Creek residents, owners were provided updated proj~ct costs that were not detailed in the feasibility report: street lighting, trail, and landscaping. Westbrooke Park andWestbrooke West residents were provided a brief history as to why they had become involved in this project and estimated street, lighting and sidewalk costs were outlined. Primary Issues to consider 0 What are the current conditions of the roadway? 0 Should the Council accept the feasibility of report in full? 0 Should the Council order the improvement? supporting Information 0 Notice of Hearing of Improvement 0 Affidavit of Mailing Public Hearing Notice 0 Mailing list 0 Location map 0 Feasibility report 0 Preliminary estimates and assessment roll 0 Resolution 92-69 ~s~ . -~. Engineering Superintendent . -- -- --. ---. - . Analysis what are the current conditions of the roadway? 0 Westbrooke Way from 11th to 9th Avenue is approximately 20 years old and is a dedicated city street with concrete curb and gutter. Although the existing pavement is in fair condition, the roadway and curb have settled due to poor subgrade soils and this has caused several low points for ponding of water on the roadway itself. There is no storm sewer along this segment of roadway and due to flat grades drainage is very poor. Westbrooke Way from 9th Avenue to Old Settler's Trail (a private drive) is a 24-foot private roadway. The street is in poor condition, characterized by many potholes and patches, settlement areas due to poor subgrade soils, and flat street. grades without the benefit of curb and gutter causing storm water to pond within the roadway. The private drive terminates at Old Settler',s Trail. street lighting on both the public and private segments of Westbrooke Way is inadequate. There are no street lights between 11th and 9th Avenue and only four lights on the private drive. . 0 Should the council accept the feasibility report in full? Upon considering poor drainage characteristics of Westbrooke May between 11th and 9th Avenues, staff requested this segment of roadway to be considered in the report. This inclusion was done without request or petition from the adjoining residents at Westbrooke Park or Westbrooke West. council authorized staff to include these residents in public hearing mailings and notices and directed staff to contact respective associatio,n of,ficesto explain the scope of the study. Staff contacted united Homes, the management company of the two condo complexes, and their recommendation was to simply include the necessary project information with the regular hearing notice because most association officers were on vacation or not available for meetings on short notice. The additional information concerning project scope and cost was mailed to all unit owners at Westbrooke Park and West and recipients were enjoined to contact united Homes or city Hall for more information. The response has been minimal - only three calls were received: one to provide a correct mailing address and two to inquire further on details of cost participation in the City'S Roadway Policy. No .~ negative comments were made, in fact <- residents made note of the small assessment amounts. Negative reaction could be forthcoming at the public hearing, nevertheless staff . ----------..-- . recommends acceptance of the feasibility study as prepared by RCM Associates and its expanded scope to include construction of a trail, sidewalk, lighting and landscaping. The attached preliminary estimates and assessment roll reflect project costs including overhead. The average assessment per unit owner in Meadow Creek and Westbrooke Park varies slightly from figures provided in the resident mailing. Council revised its sidewalk maintenance policy and new trail or sidewalk construction is at 100% resident cost. This policy revision has necessitated changes in estimated assessments. 0 ShoUld the Council order the improvement? staff views recommendations detailed in the earlier Springsted Report, Westbrooke Condominium's willingness to participate in up-front costs of a feasibility study, and the overwhelming participation by direct or proxy vote in the petition process as endorsement ofa project. Staff recommends that RCM Associates be authorized to draw up plans and specifications for an improvement. . Council should be aware that staff has laid down certain conditions before final plans are accepted and the city . enters the bidding phase. The Westbrooke Condominium Association needs to convey roadway and utility rights to the City in order for the city to assume Westbrooke Way as a public roadway. The City also needs utility easements through the Meadow Creek common areas along the 9th Avenue South and 10th street South alignments. These are easements to cover existing water main and sanitary sewer improvements. Alternatives 0 Proceed by ordering plans and specifications to be drawn up. 0 continue the resolution for further information. . . CITY OF HOPKINS . Hennepin County, Minnesota NOTICE OF HEARING OF IMPROVEMENT TO WHOM IT MAY CONCERN: WHEREAS, the city council of the City of Hopkins, Hennepin County, Minnesota, deems it necessary and expedient that the improvement hereinafter described be made, \ NOW, THEREFORE, notice is hereby given that the City Council \ will hold a public hearing on said improvement at the following time and place within the said city. DATE: August 18, 1992 TIME: 7:30 P.M. LOCATION: CITY HALL Council Chambers 1010 First street South Hopkins, MN 55343 The general nature of the improvement is the construction of streets, storm sewer, sidewalks, trails, and street lights, city Project 92-08, in the followi~g described area: . Westbrooke 4 and Westbrooke 5, commonly known as Meadow Creek Condominiums, and properties adjacent to Westbrooke Way from 11th to 9th Avenues South THE TOTAL ESTIMATED COST OF SAID IMPROVEMENT IS $791,000. It is proposed to assess every lot, piece or parcel of land benefited by said improvement whether abutting thereon or not, based upon benefits received without regard to cash valuation. Persons desiring to be heard with reference to the proposed improvement should be present at this hearing. This Council proposes to proceed under the authority granted by Chapter 429 MSA. Dated this 21st day of July, 1992. BY ORDER OF THE CITY COUNCIL c;- es A. Genellie, City Clerk 3.ty of Hopkins, Minnesota . Publish: Hopkins Sailor July 29 and August 5, 1992 . ~-- -' ._._-~-- . AFFIDAVIT OF MAILING PUBLIC HEARING NOTICE STATE OF MINNESOTA ) ) SSe COUNCIL OF HOPKINS ) James A. Genellie, being 'first duly sworn, deposed and says: I am a united States citizen, over 21 years of age, and the city Clerk of the City of Hopkins, Minnesota. On July 29, 1992, acting .on behalf of the said city,' I deposited in. the. united states post office at the city of Hopkins",'. Minnesota, copies of the attached notice of public hearing for proposed construction of streets, storm sewer, sidewalks, trails, and street lights, City Project 92-08, enclosed in sealed envelopes, wi th postage thereon fully prepaid, addressed to the following persons at the addresses appearing on the attached copy of the mailing list. There is delivery service by United states mail between the . place of mailing and the places so addressed. d.-. a#. . t/ .. .. Signa ure . 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I-lf'IW :I: I"! % , WO'" : :I:~-I a::N-I o ex: I- a:: 0 < I'- < 0 ... 0- -I 0 < 0 -I " 0 < -0 I- )' 0 0 00 0 0 < ~ 0 ! 0 < -0 ... ' : 0 ... In 0 ; 0 < ~ 0. 0 W I"! 0. I"! W a:: ~ I"! 0 ... -I I"!:I: '" 0.. t"l -I .... CO J\ t"l a:: N CI7 , 11"! a:: -0 W t"l ~ -0 W ) i I"! -, ....:1: I"! a:: ~ W ,I"! -,00:1: I"! :I: -0 :I: . . .-'.-;-.... .-.'...,-.. ~-- .. .. .. .. , , .. . .. . .. .. .. .. . .. .. .. .. .. , . .. .. .. .. ., , . . C I T Y 0 F H 0 P K I N S . July 29, 1992 . Dear Meadow Creek Property Owner: The feasibility report concerning the reconstruction of Westbrooke Way and its extension to Smetana Road gave a project cost summary that did not include the cost of street lights. The city council at its July 21 meeting suggested the construction of a trail and inclusion of landscaping as additional design elements in a project. The cost of these as well as the lights are shown below: . Item City Meadow Creek Lighting - $31,600(100%) Trail (9th Ave. to $2,470 (30%) 5,765 (70%) Old Settlers) Trail (Old Settlers - 4,435(100%) to smetana) Landscaping - 10.500(100%) Total $2,470 $52,300 These additional costs added to the estimated assessed construction cost in the feasibility report total $522,608 or roughly $975 per property owner. The trail proposed is 8 feet in width and could be used as a bicycle path. Its proposed location would lie between the creek and the roadway. The landscaping element is still very much a concept but would be an amenity in the boulevard area of the parkway from just north of Old Settler's Trail to Smetana Road. The lighting is a traditional carriage lantern fixture on poles spaced 160 feet apart. All issues relevant to an improvement project will be discussed at the August 18 public hearing. You are welcome to attend to voice your sentiments. . 1010 First Street South Hopkins, Minnesota 55343 Phone: 612-935-8474 Fax: 612-935-1834 An Equal Opportunity Employer .' July 29, 1992 Page 2 City staff is always prepared to meet with your respective associations to answer questions and is currently in contact with Doug Strandness to provide information. You may also contact me by phone at 935-8474. Sincerely, cr~J ~ James Gessele Engineering superintendent Enclosure JG/rr .~, , . . . . .~ '. C I T Y 0 F H 0 P K I N S July 29, 1992 Dear Westbrooke ParkjWestbrooke West Property Owner: " The city's SpringstedReport of February 1992 outlined options for rehabilitation of theWestbrooke Condominiums. One of the recommendations was the conversion of the private roadway Westbrooke Way to a public road and its extension to Smetana Road. Meadow Creek Condominium owners have already petitioned for such.a project and a feasibility report, has just been completed. City staff included that portion of Westbrooke Way between ~lth and 9th Aves. in the study at the last moment because it was deemed wise to upgrade this street, at the time the private roadway was being rebuilt. The roadway between 11th , and 9th Aves. is a dedicated public street approximately 20 . years old and constructed with concrete curb and gutter. Although the existing pavement is in fair condition, the roadway and curb have settled due to poor subgrade soil~ and this has caused several low points for ponding of water on the roadway itself. There is no storm sewer along this segment of roadway and, due to flat grades, drainage is very poor. The feasibility report proposes that the section of Westbrooke Way adjacent to your property between 11th and 9th Aves. be reconstructed with the installation of additional new street lights, storm sewer and sidewalk. This is proposed to be done under the city's current Roadway Policy #8-B. Below is an estimated cost breakdown of how construction costs would be funded: . Item City Westbrooke Park Westbrooke West street $36,150 (30%) $42,200 (35%) $42,200 (35%) Storm Sewer 43,760(100%). - - Lights - 3,300 (50%) 3,300 (50%) Sidewalks 3.400 (30%) 7 ,800 (70%) - Total $83,310 $53,300 $45,500 . 1010 First Street South Hopkins, Minnesota 55343 Phone: 612-935-8474 Fax: 612-935-1834 An Equal Opportunity Employer .r,' . July 29, 1992 Page 2 The estimated special assessment for each Westbrooke.Park condo owner based on 168 property owners is $317. The estimated assessment for Westbrooke West owners based on 176 units is $259. Please read the enclosed public hearing notice carefully. Although reconstruction of Westbrooke Way between 11th and 9th Aves. is proposed without benefit of a petition for same from the adjacent property owners, the Council can authorize an improvement project with a ,4/5 majority vote. You may attend the public hearing of August 18 to voice your sentiments on this issue. City staff is prepared to meet with your respective associations to answer any questions and is currently in contact with united Homes to provide any information. You may also contact me by phone at 935-8474. Sincerely, . ~ ~ James Gessele . Engineering superintendent Enclosure JG/rr . . , : I !ill <( ':>l "'" UJ 13(53) ~ (67)35 7 -~----- " ....,1 , 14 (7) I 66 34 ::115' ------- ; 1 (2) :..: 16 :c jJ\I'~" I I :: 11:--- t" ~) ~ ,- :c . 129.6~)2S ~ ---~:-- ~ .It.'' 21'1 --- -- 26~ ------- CONDO NO 513 66 66 ------- ~I' _ u WESTSROOKE -PARK 8TH sr s S :S CONDOMINIUM ~ I ~ "" SEE RECORD PLAT FOR DIt.ENSIONS (~84-687) '\ ~ ( 19) (688-698) ',!\ (701) '\ ~~. ~ ,\,~ . J 'j. '\~'... -' ] 1',3 " ~;I .~ (22) '\ :x-~ / ! &l W 47 WAY _. '\~"" (20) rJl!l ": ~ j~ $81"5)'52' ...... ~.~ PROPOSED II Ii ",....... F) ~ ('..~7" ........ ~~ WESTBROOKE WAY . -'-.J I (~80-~83) 'VA.:. ..... l', ~ v.... "'~ ~ I \ ..\ T ,,,, ...r ------------ : .::" ~-),,\ .~,.~ I .. -- i -- - -- - -- _.c;~>"'~ - q ~ CONDO NO 459 ~ 4'<~~ . \~ ~ , ~;; WEST BROOKE -WEST <>:: !to . '<1>..." ~ ~r ! 1 ~ CONDOMINIUM O'i Ld'~ ~~ ~, .:' ~ \ 631 I:i ~ ... V~~ ~..., '\. ~ (t) WiN ~ II'(@!(]. ~ '- 8 ~ ~~#'. \~ '- ~ (275-~ 18) ORIGINAL \ i ~. . ~ "'-411/ .f:' 5S1 (m-~30) ; - I /l$>. V~" ~ .' ~ \Q) . ~~ '- '~: ,,\ ~ '-~ loll -, ....,.~ ~o Z \ I, ". -...::::: ~ '- 8~. ~ I I 4;>~4;> -...::::: ~ 'Y'-:,. : 4,6f i I I """" -...::::: '- \ I 471" . .............;; 1401 ! "'~".p ..... , Uti . 1 -t>:{, ~ 740.01 I ; . ~ ;' , , ... _",.. .1,,' 1 ":: $81"54' :i6'E I I I ser 54 :i6 E oi , iI n 640.14 '13'C)4" ", ., 11II - .'. . - ----------------------- ,..Ull r- .. : - 2 -..-----.-------- ... . ' i4~66 . -----i--T~---.t..-- n I J' , n 240 , , ~'l I COl.lOO .\'\0 \ , ... r:CoN\)Q\'\l\'\1.UIA \~ ' ~ ~S1~OOK~' ~ ~ I w~~,\\~~@l@l\\(~, ~ i _~ I I II ~ ~ I . I (5-716) ORIGINAL .. I I (722-866) I (869-888) . I I ~ I I U I I 66 · I I I ,.... an ......... ""OS .....n.. 34 I~ .. " '1> .<:". N&6'41'E 035.43 .' " --- . "t,:::.." ,( ,~.~t . lI3.99 203.01 I ~' ....;~ I N05"4~'0I'E ~.,~{, . f .~ @. ~'\..-.........,!\7. ~ ~~ "~ ~ ~.~ ~ f" @-- "" t ~--------- I ~ ,.;., FEASIBILITY REPOR'!' STORM SEWER ArlD STREET IMPROVEMErlTS WESTBROOKE WAY lIOPKINS, MINNESOTA JULY 1992 r'" RIEKE CARROLL MULLER ASSOCIATES. IrlC. '. " '" r t l " ~ !\;, ?~~; ~ .' ~ '. '.'H RCM PROJECT NO. 10140.01 " "" .~'~ ""'. ~.. ,. ~ July IS, 1992 " 1 Mr, James Gessele Engineering Supervisor I City of Hopkins L 1010 First Street South Hopkins, MN 55343 r- t ~,,~ DU' U RE: Feasibility Report for Westbrooke Way Street and Storm Water Improvements (;'. RCM Project No. 10140.01 - r1eke Dear Mr. Gessele: carroll r m~~ates, ine, We are pleased to submit this feasibility report in accordance with the . ineers agreement between the City of Hopkins and RCM. This report presents our ar~itects findings, conclusion and preliminary cost estimates for improvements on i," land surveyors Westbrooke Way. l equal opportunfty - employer If you have any questions regarding this report, please call us at any time. r Sincerely, ,. (j~A~a(JJ; A~ociates. Inc. ~ ~arlson.p.E. ~~~ L Project Manager Project Engineer ; ;~~'; ,~,; ~;1 iiJ "'!'[ " il. .~ Z', 10901 red circle drive box 130 minnetonka. minnesota 55343 612 -935-6901 "" ~i~ .;, -...-'- .... .I I , ( > TABLE OF CONTENTS I . Section Page I . l 1 1 Introduction 1 t' , 2 Existing Conditions 2 i 3 Proposed Improvements 4 .1'" L 4 Project Cost Summary 7 ~- -~ 5 Conclusions and Recommendations 8 '[ Appendix L V ! . " r L " . r L [ [ L ~{~ ~ l;.:: b '.,-1 1.- ( tlkl f;'-' ... t J ",..~ (... . RCM 10140.01 . . SECTION 1 j , INTRODUCTION 1 ~ ( ! This Feasibility Report has been prepared and is submitted in accordance with the agreement between the City of Hopkins and Rieke Carroll Muller Associates, Inc, (RCM). . 1 The report outlines the storm sewer and street improvements required to eliminate stormwaterponding on Westbrooke Way, extend Westbrooke Way to connect with Smetana tj, Drive and to build the street to City standards, The project location is shown on Figure f" No.1. ~;. i: i 'le [ t f"" :1 [", ' !" ( ( L r ;h,: i' ")! ::1:, (~' ~ " 1L' ie, "-, ~~ Page 1 .~ ..i ~ .! ...... '"'- RCM 10140.01 , SECTION 2 . ! EXISTING CONDITIONS r . '. ::^ Westbrooke Way is an existing bituminous roadway which begins at 11th Avenue South and . continues east to 9th Avenue South and then turns southeasterly along Nine Mile Creek to 1 Old Settler's Trail. The existing street ends approximately 400 feet south of Old Settlers Trail. The roadway between 11 th A venue and 9th A venue is a city street, and the section L from 9th A venue to the end of Westbrooke Way, near Old Settler's Trail, is privately owned f" by the Meadowbrooke Condominium Association. ~ ~ The existing roadway is 36 feet wide from face-to-face of the concrete curb and gutter } between 11 th and 9th A venues. Southeast of 9th A venue the roadway is approximately 24 :[" . feet wide with no curb and gutter, Approximately 250 feet north of Old Settler's Trail the [ road divides into two 20 to 22-foot wide bituminous driving lanes with a 35 to 55-foot wide grass median dividing the lanes. No parking is alIowed on Westbrooke Way. [ The exist.ing pavement between 11 th and 9th A venues is in fair condition with transverse [ cracks occurring, but the roadway and curb and gutter has settled substantialIy causing low ~ [ points and ponding of water on the street surface. The pavement on Westbrooke Way east of 9th Avenue is in poor condition with many potholes and areas where the road has been patched, The roadway has settled in many areas due to the poor subgrade soils supporting the roadway, ~lj I !' Stormwater drainage on Westbrooke Way is very poor, Since there are no storm sewer w i L: structures within the existing roadway, the stormwater travels along the roadway, where .. possible, to existing bituminous swales that drain to Nine Mile Creek, In many areas, the ~:'1 Page 2 "" ~ .l.! d ",I< ,,~ RCM 10140.01 ; t. street grade is flat and low areas have formed causing the stormwater to pond within the During rainfall events, this ponding can cause a slippery and potentially t roadway, I' dangerous roadway, , , I f Street lighting on Westbrooke Way is inadequate for providing safely lit areas for ~ pedestrian traffic, This is of concern because there are a large number of pedestrians ~ ~ crossing Westbrooke Way to reach the garden area and park on the north side of Nine Mile Creek. There are no street lights between 11 th A venue and 9th A venue, only four lights ~; between 9th AvenUe and Old Settlers Trail and just one light at the end of Westbrooke Way. r" I L Westbrooke Way is currently a dead end street east of 9th A venue. The resident's in the I' area have stated interest in having Westbrooke Way extended to the south, providing access to Smetana Drive, f' l. w' SOIL BORINGS ~, :1 iL L The City of Hopkins hired a soil testing firm to perform ten soil borings along Westbrooke Way and. determine the classification of existing soils. The borings show 2 to 4 feet of [ clayey fill plac~d over a 6 to 8 foot layer of peat and muck in most areas. Areas directly l!''''" adjacent to Nine Mile Creek c,onsist mainly of clays and sands. Soil boring logs are attached \~ L in the Appendix. ~ A:,; ~ ~'!i ,~,~ ~ '. t~:! Page 3 ... "+ ,). .~,~ ~ RCM 10140.01 '; f SECTION 3 . L PROPOSED IMPROVEMENTS 'f' I [" Improvements proposed fot Westbrooke Way include reconstruction of the existing roadway from 11th A venue South to Smetana Drive, installatio,n of storm sewer structures, and r' installation of new street lighting, The proposed improvements are shown on Figure I, and are discussed further below. L r STREETIMWROVEMENTS 1. f' The proposed street improvements on Westbrooke Way consist of removing the, existing roadway which has settled up to a half a foot in some areas near 11th Avenue and Nine r Mile Creek causing stormwater to pond in the roadway. The proposed improvements should . ,,- correct these drainage problems by grading low points in the proposed roadway and L installing catch basins that outlet to Nine Mile Creek as discussed later in the report. r The soil. testing firm hired by the City of Hopkins has recommended, based on the soil [ borings taken ~t the project location, that three feet of the existing roadbed be subcut the [ entire length of Westbrooke Way to remove the upper portion of the peat and muck soils. The subcut will then be backfilled with a compacted granular borrow material which will l' provide a well-drained subbase that will "float" the proposed roadway over the existing peat , L, and muck soils. A geotextile fabric will also be placed the full width of the subcut area to ~ prevent the granular borrow from being contaminated by the peat and muck. :i . ~~ [ The proposed roadway from 11th Avenue South to 9th Avenue South will be 36 feet wide .;;;~ ,. from face of curb to face of curb, No parking will be allowed on either side. The proposed t:~"t Page 4 iiOr: ..... --" ..'" '';'- RCM 10140.01 . roadway from 9th Avenue South to the location where the divided roadway begins will be ~ 30 feet face to face with no parking allowed. The existing divided roadway near Old 1 I Settler's Trail is proposed to be reconstructed as a divided roadway and extended south to I Smetana Drive, The proposed roadway will incorporate a IS-foot wide southbound lane f with no parking and a 24-foot wide northbound lane with approximately 30 parallel ! parking stalls; A 30-foot wide grass median will divide the driving lanes, P , l The proposed divided roadway will continue from the south end of the existing road and :~ ~. " connect to Smetana Drive. The area south of the existing roadway will need to be cleared f' of existing trees and surcharged for a minimum of six months to compress the peat and f j muck before the road is constructed, thereby minimizing the settlement after the road is I constructed, It is proposed to begin surcharging this area during fall of 1992 and complete surcharging during spring of 1993. r ~ 1. i~ STORM SEWER ~; L L The proposed storm sewer improvements are shown on, Figure 1. They include constructing catchbasips at the low points in the proposed roadway and outletting the stormwater to r Nine Mile Cree!c, Sump catchbasins will be installed at the outlets to Nine Mile Creek to ,. f'" prevent silt and debris from entering the creek. ~ ~ l The proposed storm sewer between 11 th A venue and 9th A venue should be sized to ( I." accommodate storm water from future storm sewer structures on II th A venue, i ,~1 ,I ~..~ Stormwater near Old Settler's Trail will be collected within the roadway and in low areas t: adjacent to the roadway. The proposed storm sewer will connect to an existing 30-inch pipe ~. ~"':i Page S "" i '. ",f. -, ~"<- ... RCM 10140.01 .-' in Old Settler's Trail and be piped to an existing ditch located east of Westbrooke Way " t - ~ "; which leads to Nine Mile Creek, ,\ i : :r ... I Stormwater collected near Smetana Drive will outlet to a stormwater detention basin (pond). r' The pond construction is desirable for the following reasons: I r ' 1. Material excavated in the pond area will compensate additional material placed in r the roadbed within the Nine Mile Creek floodplain, thus there will be no net filling , ; within,the IOO-year floodplain. " ,:,/ r' I , '. 2. The pond will be constructed as a wet pond, per the National Urban Runoff Program r guidelines, to lower sediment and phosphorus levels in the stormwater discharged to Nine Mile Creek. fe. ~ ~ [- 3. The pond will reduce the length of pipe required to carry the storm water to Nine L Mile Creek, f.., STREET LIGHTING r~ L , r The City of Hopkins has recommended that Westbrooke Way street lighting be purchased ~ ;.t~_- and designed by Northern States Power Company. It is intended to use the Traditional Style > . street lights. NSP was unable to provide a typical lighting layout or estimated costs for the i. "', street lights at this time, thus the following cost estimate does not include the cost for ., ... installing new street lights. a.. , ..." Page 6 RCM 10140.01 . SECTION 4 PROJECt COST SUMMARY The following table is a breakdown of estimated construction costs based on existing City of Hopkins assessment policies. Detailed construction cost estimates for the project components are included in the appendix. The summary of these project costs are as follows: STREET STORMSEWER IMPROVEMENT TOTAL Construction Costs 1) 11th to 9th A venue 43,760.00 91,277.75 135,037.75 2) 9th A venue to Old Settler's 17,546.00 176,233.75 193,779.75 Trail 3) Old Settler's Trail to 40.284.00 175,100.50 215.384.50 . Smetana Drive Subtotal 101,590.00 442,612.00 544,202.00 +10% Contingencies 10.159.00 44.261.20 54.420.20 Total Construction 111,749.00 486,873.20 598,622.20 Engineering and Administra ti ve 22,349.80 97,374.64 119,724.44 Project Costs 134,098.80 584,247.84 718,346,64 " City Costs (I) 57,763.20 105,934.55 163,697.75 Association Costs (2) 76,335.60 393,972.65 470,308.25 Cost to Owners Between 0 84,340.64 84,340.64 11th and 9th A venue (3) ~ (1) The City costs shown above are based on 100% of the storm sewer cost and 30% of the street costs between 11th and 9th A venues, also 30% of the street costs from 9th A venue to Old Settler's Trail. (2) The Association costs shown above are based on 70% of the street costs and 100% of the storm sewer costs from 9th Avenue to Old Settler's Trail, and 100% of the street . and storm sewer costs from Old Settler's Trail to Smetana Drive. Page 7 , RCM 10140.01 '. (3) Cost to owners between 11 th and 9th A venue reflects 70% of the street costs to be assessed to the adjacent property owners. Construction costs for street lighting are not available at this time, and have not been included in the construction cost summary. Cost associated with the street lighting will be presented to the City of Hopkins and the Meadowbrooke Condominium Association at a later date, It is the City's policy to assess the Association for 100% of the street light construction cost. The assessment per Meadowbrooke Condominium owner based on an estimated assessed construction cost of $470,308.25 and 526 property owners is $894.12. This estimated assessment will increase after the street lighting cost is added and is also subject to change for any unforeseen costs during the design and bidding phases of the project. . . Page 8 ~.~ l .... ..- ReM 10140.01 i , SECTION 5 ~ CONCLUSIONS AND RECOMMENDATIONS ,; . ' The proposed street and stormwater improvements outlined in this report will correct the ,c . existing subgrade and street deficiencies, provide an imprOved storm water drainage system, .r- and improve street lighting. The project is feasible from a technical perspective and should i 'i not present any major difficulties during construction. For these reasOns, it is I recommended that the project proceed to the design and construction phases. ~ ( . ' :~ :I . L r r ',/" . r .....- t" i ~> %{" ".~1 ~: r ( lo.- . l' Page 9 ... ~.. !.; ,#- ... COST ESTIMATE FOR WESTBROOKE WAY ',~ 11 TH A VENUE SOUTH TO 9TH A VENUE SOUTH HOPKINS, MINNESOTA RCM PROJECT NO. 10140,Or Item Description Unit Quantity Unit Cost Amount- 1 Mobilization LS 1 $5,000.00 $5,000.00 2 1-1/2" Bituminous Wear Course TON 214 $25.00 $5,350,00 3 2" Bituminous Base Course TON 285 $23.00 $6,555.00 , 4 Tack Coat GAL 120 $2.00 $240.00 , 5 6" Aggregate Base (Cl. 5) TON 940 $7,00 $6,580.00 , 6 B618 Concrete Curb & Gutter LF 1300 $6.50 $8,450.00 ( 7 Common Excavation , CY 4237 $2.75 $11,651.75 :; 8 Granular Borrow TON 6066 $6.00 $36,396.00 I; 4" Topsoil and Sod 9 SY 2022 $2.50 $5,055,00 . 10 Concrete Driveway Apron SY 60 $20.00 $1,200.00 " 11 Sawcut Bituminous LF 150 $2.00 $300.00 12 12" RC Pipe Sewer LF 150 $18.00 $2,700.00 , 13 12" RC Pipe Sewer LF 30 $22.00 $660.00 , . 14 24" RC Pipe Sewer . LF 900 $30.00 $27,000.00 15 15" RC Apron w/ Trash Guard EA 1 $400.00 $400.00 16 24" RC Apron w/ Trash Guard EA 1 $750.00 $750.00 \,. 17 Catchbasin (2 x 3 Box) EA 3 $700.00 $2,100.00 18 Catch basin/Manhole EA 2 $1,000.00 $2,000.00 I , 19 Sump Catchbasin EA 1 $2,200.00 $2,200.00 ~, 20 Pipe },3edding TON 700 $8,00 $5,600.00 ~ 21 Riprap Cl. III CY 10 $35.00 $350.00 " , I 22 Erosion Control Silt Fence LF 200 $2.00 $400.00 \ 23 Geotextile Fabric SY 3600 $1.00 $3,600.00 .-" 24 Traffic Control LS 1 $500.00 $500.00 Su btotal $135,037.75 +10% Contingencies $13,503.78 ,.' TOTAL CONSTRUCTION COST $148,541.53 .~ ( 1- . .1-/ , , . COST ESTIMATE FOR WESTBROOKE WAY 9TH A VENUE SOUTH TO OLD SETTLER'S TRAIL HOPKINS, MINNESOTA ! RCM PROJECT NO. 10] 40.01 - : Item Description Unit Quantity Unit Price Amount , 1 Mo biliza tion LS 1 $7,500.00 $7,500.00 2 1-1/2" Bituminous Wear Course TON 410 $25.00 $10,250.00 3 2" Bituminous Base Course TON 547 $23.00 $12,581.00 ~ 4 Tack Coat GAL 196 $2.00 $392.00 . 5 6" Aggregate Base (Cl. 5) TON 1919 $7.00 $13,433.00 . " 6 B6]8 Concrete Curb & Gutter LF 3400 $6.50 $22,100.00 'j 7 Common Excavation CY 8977 $2.75 $24,686.75 r 8 Granular Borrow TON ] 1133 $6.00 $66,798.00 9 4" Topsoi] and Sod SY 3500 $2.50 $8,750.00 f ]0 Concrete Driveway Apron SY 40 $20.00 $800.00 ! . II Sawcut Bituminous LF 150 $2.00 $300.00 t 12 12" RC Pipe Sewer LF 30 $18.00 $540.00 ~ 13 ] 5" RC Pipe Sewer LF 140 $22.00 $3,080.00 14 ] 8" RC Pipe Sewer , LF 100 $25.00 $2,500.00 . ~ 15 ] 2" RC Apron wi Trash Guard EA I $300.00 $300.00 16 15" RC Apron wi Trash Guard EA 1 $400.00 $400.00 17 18" RC Apron wi Trash Guard EA 1 $500.00 $500.00 . " 18 Ca tch basin (2x3 Box) EA 2 $700.00 $1,400.00 T 19 Catchbasin/Manhole EA 4 $1,000.00 $4,000.00 ; 20 Manhole EA ] $],100.00 $ 1,100.00 r' 2] Sump Catch basin EA ] $2,200.00 $2,200.00 , ~" . 22 Pipe Bedding TON ]47 $8.00 $],] 76.00 , 23 Riprap Cl. III CY 10 $35.00 $350.00 - 24 Erosion Contra] Silt Fence LF ]450 $2.00 $2,900.00 25 Geotextile Fabric SY 5243 $1.00 $5,243.00 " 26 Traffic Control LS 1 $500.00 $500.00 i' Subtotal $]93,779.75 t , +] 0% Contingencies $19,377.98 ~ " TOT AL CONSTR UCTION COST $213,157.73 - . ." COST ESTIMATE FOR WESTBROOKE WAY OLD SETTLER'S TRAIL TO SMETANA DRIVE ~f HOPKINS. MINNESOTA RCM PROJECT NO. 10 140.0 1 , Item Description Unit Quantity Unit Price Amount 1 Mobilization LS 1 $7,500.00 $7,500.00 f' ~ , 2 1-1/2" Bituminous Wear Course TON 250 $25.00 $6,250.00 3 2" Bituminous Base Course TON 333 $23.00 $7,659.00 4 Tack Coat GAL 137 $2.00 $274.00 : 5 6" Aggregate Base (Cl. 5) TON 1222 $7.00 $8,554.00 , . 6 B618 Concrete Curb & Gutter LF 3000 $6.50 $19,500.00 7 Common Excavation CY 8166 $2.75 $22,456.50 t ' 8 Granular Borrow TON 17800 $5.00 $89,000.00 9 4" Topsoil and Sod SY 2500 $2.50 $6,250.00 , 10 15" RC Pipe Sewer LF 110 $22.00 $2,420.00 11 18" RC Pipe Sewer LF 120 $25.00 $3,000.00 12 21" RC Pipe Sewer LF 180 $28.00 $5,040.00 . 13 15" RC Apron w / Trash Guard EA 3 $400.00 $1,200.00 14 18" RC Apron w / Trash Guard EA 1 $500.00 $500.00 F <; 15 21" RC Apron w/ Trash Guard EA 3 $650.00 $1,950.00 16 Catch basin (2x3 Box) EA 2 $700.00 $1,400.00 . L. 17 Ca tch basin/Manhole EA 6 $1,000.00 $6,000.00 18 Sump Catch basin EA 1 $2,200.00 $2,200.00 L 19 Pipe Bedding TON 153 $8.00 $1,224.00 20 Pond Excavation CY 5000 $3.00 $15,000.00 [, 21 Riprap C 1. III CY 10 $35.00 $350.00 22 Erosion Control Silt Fence LF 750 $2.00 $1,500.00 ~ 23 Geotextile Fabric SY 3157 $1.00 $3,157.00 l 24 Traffic Control LS 1 $500.00 $500.00 ~ I 25 Clear and Grub LS 0.5 $5,000.00 $2,500.00 k., Subtotal $215,384.50 ~. + 10% Con tingencies $21,538.45 .J l. TOT AL CONSTRUCTION COST $236,922.95 - e ~ , , lOG OF BORING . PROJECT: BABX91-338 BORING: ST-1 i GEOTECHNICAL EVALUATION LOCATION: Road Improvements \ ~~'\ Westbrook Way and Old Settlers Trail' ~l See attached sketch. Hopkins, Minnesota -~...... ," DATE: 6/15/92 SCALE: 1" = 4' Elev. Depth Description of Materials 0.0 (ASTM D 2488) BPF Tests or Notes FILL: Clayey Sand, fine- to medium-grained, Benchmark: Boring locations ;:.:': black, moist. and elevations provided by ""'1 :':':1 FILL: Sandy Lean Clay, with a trace of Gravel, RCM. "b . 5 M.C. = 18% : ' :': I rown, mOIst. 3.0 " . , :.. . j PT :.a.: PEAT, slightly fibrous, black, wet. :.a.: (Swamp Deposit) :.a.: 3 r :a&.:: I I :.a.:: ; :.a.: :.&&:: 2 . :.II: . 9.0 :.a.:: " SP .:. . POORLY GRADED SAND with SILT, fine- to 7 . SM ',':'. medium-grained, with a trace of Gravel and layers of Silt, gray, waterbearing, loose. '," . (Glacial Outwash) , L . . ' . , . 14.0 I: CL SANDY LEAN CLAY, with a trace of Gravel and layers of fine- to coarse-grained Poorly Graded Sand 5 at 15', gray, wet, rather soft to soft. r, (Glacial Till) !' ~70 "- 3 20.5 END OF BORING. Water down 18 1/2' with 19' of hollow-stem auger '.' in the ground. " ... Water down 8' immediately after withdrawal of auger. - Boring immediately backfilled. el . BABX92-338 Braun lntertec ST-l page 1 of 1 OM LOG OF BORING . PROJECT: BABX92-338 BORING: ST-2 i GEOTECHNICAL EVALUATION Road Improvements :{ LOCATION: ! ' Westbrook Way and Old Settlers Trail, , \" ~ ~s: See attached sketch, Hopkins, Minnesota _,:". '::.,.0 .\ DATE: 6/15/92 I SCALE: 1 n = 4' , Elev. Depth ASTM Description of Materials i 0.0 Symbol (ASTM D 2488) BPF WI. Tests Notes or O'i 'I I I FILL: Sandy Lean Clay, black, moist. r ': I I i- illrlJ FILL: Sandy Lean Clay, brown, wet ~ I II · J 2.0 : I I r: ~ PT ~ PEAT, fibrous to slightly fibrous, dark brown, wet, 3 i- :!I.II: (Swamp Deposit) t :!I.II: i- ~ , f-- :.&0: - 3 :.a.:: . .' I- :.a.:: i- :.a.:: . :.I.: 8.0 A_ PT :!I.II: -------------------------------- ~ PEAT, (Muck), with a trace of Shells, olive, wet. i- :.I.: (Swamp Deposit) r- :.I.: WH . I-- 10.5 :..a.: - i- END OF BORING. i- ~, Water not observed with 9' of hollow-stem auger in I- the ground. ~ i- Water not observed to cave-in depth of T f-- immediately after withdrawal of auger. - ... Boring immediately backfilled. J l,.. ,... , - ,... - - - - - - ... - - - - - e- BABX92-338 Braun lnll!l'tec ST-2 page 1 of 1 '" , LOG OF BORING . ~ PROJECT: BABX92-338 BORING: ST -3 ! GEOTECHNICAL EVALUATION Road Improvements ~ LOCATION: r Westbrook Way and Old Settlers Trail ,,,,\ t>-~ See attached sketch. " ! ,Y" Hopkins Minnesota f"' , , -::~\ - r ' DATE: 6/15/92 I SCALE: 1" = 4' . Elev. Depth ASTM Description of Materials ! 0.0 Symbol (ASTM D 2488) BPF WL Tests or Notes r ;:;:;: FILL: Silty Sand, fine- to medium-grained, with a : ::: :: trace of Gravel, brown, moist. Itllll Itl,ll Itl,]1 7 M C - 10td lil,i, . . - ;>rJ " Itt,ll ! '1',11 ~. I 1 I r . 1 t 4.0 '111:1 ;:1:1: FILL: Silty Clayey Sand, fine- to medium-grained, r- - :::::: with a trace of Gravel, brown, wet. _ 4 M.C. = 16% ',III, ',1.11 ~ ',III, ! I E ~ I I 7.0 'jill, , PI :.a..::: PEAT, slightly fibrous, black, wet. 2 :.a..::: (Swamp Deposit) . 9.0:.a..::: -------------------------------- "7 PI ::.&.::. PEAT, (Muck), light gray, wet. . - = (Swamp Deposit) _ WH :.a.: ~ I- :.a.: I :.a.: l_ ~ :!II.I: 14.0 :.a.: r CH ~~ FA t-c1..A y~ WIth fayers- offlne- to mectlum-grnmec( - ~ I- ~~ Poorly Graded Sand, gray, wet. _ WH M.C. = 37% I, (Swamp Deposit) ,<. - ;; ,I; l... - I; I, - ,I,; " 19.0~' - SP : POORLY GRADED SAND with SILT, fine- to - 205 8M . ,: coarse-gr~jDed, with layers of Silt, gray, _ 9 . \waterbeanng, loose. f (Glacial Outwash) END OF BORING. ~;.' W Water Dot observed with 19' of hollow-stem auger in the ground. - - Water down 6' immediately after withdrawal of - auger. _ I- Boring immediately backfilled. I- ~ a BABX91.338 Bnlun lntertec sr.3 page 1 of 1 . LOG OF BORING . ST-4 PROJECT: BABX92-338 BORING: GEOTECHNICAL EVALUATION :{ LOCATION: Road Improvements t \~ t>-~ Westbrook Way and Old Settlers_~\;\\ See attached sketch, ; Hopkinst Minnesota '-'...... DATE: 6/15/92 I SCALE: 1" = 4' , i Elev. Depth ASTM Description of Materials t 0.0 Symbol (ASTM D 2488) BPF WL Tests or Notes " , , FIll: Silty Clayey Sand, fine- to medium-grained, I ;,1,1, ',IlJ, black, moist. - r- 1.5 ;,111, , t I FIll: Silty Clayey Sand, fine- to medium-grained, - "1IIJ, 4 '1111, brown, moiSt. 3.0 ',lJI, i PT ::.a.:: PEAT, non-fibrous, black, wet. ( - ::.a.:: (Swamp Deposit) :.&.: 3 - ::..a.:: - ::.&.: . ~ 7.0 ::..a.:: --------------------------~---- PT ::.&.: PEAT, (Muck), light gray, wet. IWHf ,.... :.&0:: (Swamp Deposit) 9.0 ~ ------------------------------- CH ~ FAT CLAY, gray, wet. r ' b< WH ~. f- 10.5 (Swamp Deposit) - r- END OF BORING. , r- io.., r- Water not observed with 9' of hollow-stem auger in the ground. ~ r- , Water not observed to cave-in depth of 8' 1 f-- immediately after withdrawal of auger. - I- Boring immediately backfilled. r- L I- - I- r- I- - f- - l- I-- " I- .... t- t- - I-- - el-- I-- I-- BABX92-338 Braun lnlertec ST-4 page I of I LOG OF BORING fit PROJECT: BABX92-338 - BORING: ST-5 l GEOTECHNICAL EVALUATION c.'l LOCATION' Road Improvements ~ ~~'t'- . ~_ Westbrook Way and Old Settlers T~ \~S See attached sketch, Hopkins, Minnesota oy..r"..- DATE: 6/15/92 I SCALE: 1" = 4' , Elev. Depth ASTM Description of Materials 0.0 Symbol (ASTM D 2488) BPF WL Tests or Notes o .c:; : " ! 'I FILL: Lean Clay, black, moist. " I'. :,:t:1 FILL: Lean Clay, brown with a trace of black, ,:1:1: moist to wet. ',1,1] , ~,I,II 4 M.C. = 24% "Itl, ~ I, . t 11 , ',1,1, ; 40 '1',1, 1 , .' r '.' I SP. : POORLY GRADED SAND with SILT, fine- to f - - SM . , : medium-grained, brown, moist, loose. - 6 (Gladal Outwash) 7.0 ' - -------------------------------- t SP : POORLY GRADED SAND with SILT, fine- to 10 : SM . -: coarse-grained, with Gravel and layers of Lean Clay t : at 7 1/2', brown, waterbearing, loose to medium : dense. r' _ . . (Gladal Outwash) _ 6 ... . - - . - 'I " ;j", ' - ~ - - t. - -. - 11 l :~ : Jetting water used to wash 18.0 . sand out of the auger between f" CL I SANDY LE~ CLAY, WIth a trace of Gravel, the 17' and 20' depths. > gray I wet, medium. ...... (Glacial Till) 6 - 20.5 - '. END OF BORING. Water down 6' with 19' of hollow-stem auger in the r ground. F .... Water down 6' immediately after withdrawal of - auger. - ~ Boring immediately backfilled. e BABX92.338 Braun Intertec sr-s page 1 or 1 ,., \ . LOG OF BORING . PROJECT: BABX92-338 BORING: ST-6 , GEOTECHNICAL EVALUATION LOCATION: Road Improvements '{ Westbrook Way WId Old Settlers Trail ~ \L<~?- See attached sketch. , Hopkins, Minnesota <"",~\.\' ", ~r~"" DATE: 6/15/92 I SCALE: 1" = 4' r Elev. Depth ASTM Description of Materials ; , 0.0 Symbol (ASTM D 2488) BPF WL Tests or Notes ! CL ~ SILTY CLAY, black, moist. ~ MLV (Topsoil) 2.0 V CL V SILTY CLAY, light brown, wet, soft. 3 M.C. = 33% , >- MLV (Glacial Till) , t; f 4.0 SP .: . POORLY GRADED SAND with Sn..T, fine- to r- SM : coarse-grained, with Gravel, brown, wet to - 11 " ' " : waterbeating at 7', loose to medium dense. ~ ' . (Glacial Outwash) " ~ " 8 . . b< . . b< i ~ : . . ~ . . :f ' 12 '. I-- 10.5 . With layers of Lean Clay at 10'. - ~ END OF BORING. , ~ L ~ Water down 8' with 9' of hollow-stem auger in the ground. r ~ Water not observed to cave-in depth of 6' - r- immediately after withdrawal of auger. t- Boring immediately backfilled. L t- , I- '. I- _. I-- - t- t- ~ .~u ~ r- - ~ e~ t- t- BAllX9~338 Braun Inlertec sr~ page 1 of} LOG OF BORING ~ PROJECT: BABX92.338 BORING: ST-7 GEOTECHNICAL EVALUATION <-{ Road Improvements ~ :.... LOCA nON: r . Westbrook Way and Old Settlers TraM,.. See attacbed sketch. ~ Hopkins, Minnesota y" ' r DATE: 6/16/92 SCALE: 1" = 4' Elev. Depth Description of Ma terials 0.0 (ASTM D 2488) BPF Tests or Notes r FILL: Silty Clayey Sand, black, moist. AGGREGATE , , POORLY GRADED SAND with SILT, .:. , - fine-grained, light brown, moist, loose. 9 5% Passing L :' , - (Glacial Outwash) #200 Sieve 4,0 . , SP : <" pociRi Y -GRADED-SAND, 1iiie- -to' - - - - - - - - - ::::";'.: coarse-grained, trace to with Gravel, light brown, 11 ~ ::::';',: moist to waterbearing at 8', medium dense to loose. ':::::::::: (Glacial Outwash) " 7 8.0 , , CL SM'DY LEAN CLAY, gray, wet, rather stiff. 9.0 (Glacial Till) ML sANbY-S-rL'f,-gfay~ watir6earlllg: foose~ - - - - --, ~ . 10 . (Glacial Till) " 14.0 I CL -SANDY-LE.i\N- CLAY, -WIth a trace -of Gravel; - - - 1 gray, wet, rather soft to rather stiff. S (Glacial Till) r L- t' L 20.5 10 , ~~ . END OF BORING. :r Water down 18 112' with 19' of hollow-stem auger 3:: in the ground, ~ Water not observed to cave-in depth of 6' , immediately after withdrawal of auger. - Boring immediately backfilled. e BABX512-338 Braun lnlutec Sf-' pagelofl ~ . . LOG OF BORING . BORING: ST-B PROJECT: BABX92-338 GEOTECHNICAL EVALUATION Road Improvements . . ' :S"{ LOCATION: Westbrook Way and Old Settlers .!~ I. See attached sketch. HopkinsJ Minnesota ~r"v .' - DATE: 6/16/92 I SCALE: 1" = 4J Elev. Depth ASTM Description of Materials , 0.0 Symbol (ASTM D 2488) BPF ~ Tests or Notes , I '.. I FILL: Silty Clayey Sand, fine- to medium-grained, " lilli, 111111 black, moist. lilli, 2.0 lilli, 1,1.1, PI ~ PEAT, Non-Fibrous, black, wet. S i ~ (Swamp Deposit) I ~ :.a.l: r - - ~ - 2 i Jr.I.I: I i. :..1.1:: :!aIoo: 8.0 ~ 2 .. -------------------------------- PI :.a.:: PEAT, (Muck), with a trace of shells, olive, wet. .:.&.: (Swamp Deposit) ,~ ~ 3 . - 10.5 :.&.:: - END OF BORING. Water not observed with 9' of hollow-stem auger in the ground. Water not observed to cave-in depth of T - immediately after withdrawal of auger. - Boring immediately backfilled. - . - - - - ;,;; - - - . BABX92-338 Braun lnlertec ST-8 page 1 of! . . , . LOG OF BORING . PROJECT: BABX92-338 BORING: ST-9 " GEOTECHNICAL EVALUATION Road Improvements .' ,~?-.'{ LOCATION: Westbrook Way and Old Settlers Trwl \'.' ",';'..' See atuched sketch. Hopkins, Minnesota y?-t\... I' DATE: 6/16/92 I SCALE: 1" = 4' Elev. Depth ASTM Description of Materials i 0.0 Symbol (ASTM D 2488) BPF WL Tests or Notes PI ::.&l: PEAT, Slightly Fibrous, black, wet. I ::.&l: (Swamp Deposit) , ::.&.:: ::.&.:: WH ( ::.&l: L :aa.: ::.&l: ~ - WH - ~ .. ~ :.a.:: :aa.: WH :aa.: 9.0 :.a.:: -------------------------------- PI :.a.:: PEAT, (Muck), with a trace of shells, olive, wet. r ~ (Swamp Deposit) WH . - - :.a.:: ~ - :.a.:: ~ :.a.:: :.a.:: ( :.a.:: I - :.&.:: - WH :.a.:: t ::o.a.:: :.a..:: , 18.0 ::.a.:: -------------------------------- r CH ~ FAT CLAY, gray, wet. (Swamp Deposit) L - ~ - WH '1 ~, ~~ ~, ~~ L 24.0 ~ ,,'l SP POORLY GRADED SAND, fine- to - coarse-grained, with Gravel, gray, waterbearing, - 7 25.5 loose . f ... \ (Glacial Outwash) . END OF BORING. · Water down 8' immediately after withdrawal of auger. Water down 21' with 24' of hollow-stem auger in the ground. * Boring immediately backfilled. BABX92-338 Braun Intertec Sf-9 page 1 or 1 " ~ ~ . . lOG OF BORING ,. PROJECT: BABX92-338 BORING: ST -, 0 GEOTECHNICAL EVALUATION ___'{ LOCATION: Road Improvements . . f \~~" See attacbed sketcll, Westbrook Way and Old Settlers Tc~...\;..o\ Hopkins, Minnesota ? ',"'- DATE: 6/16/92 SCALE: 1" = 4' Elev. Depth Description of Materials 0.0 (ASTM D 2488) BPF Tests or Notes 4" Biwminous over 11" Aggregate. 1.2 FILL: Poorly Graded Sand with Silt, fine- to medium-grained, with a trace of Gravel, brown, 2 M.C. = 40% 3.0 moist. i LEAN CLA Y, black, wet. (Topsoil) 5.0 2 M.C. = 40% r , 7.0 .....'. POORLY GRADED SAND, fine- to 9 .':::":',: coarse-grained, trace to with Gravel, gray, moist to :':'::':':: waterbearing at 9', loose. ,.~ :\/:: (Glacial Outwash) 6 . 10.5 .T. ..4~_ END OF BORING. ".' Water down 8' with 9' of hollow-stem auger in the ground. ~ Water not observed to cave-in depth of 6' immediately after withdrawal of auger. r Boring immediately backfilled. ., i,.,- r , L 'i . L ., - . 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PRELIMINARY ESTIMATES ASSESSMENT ROLL WESTBROOKE WAY Meadow Westbrooke Westbrooke Item city Creek Park West Total 1) street: 11th Ave. to 36,100 - 42,200 42,200 120,500 9th Ave. 9th Ave. to 69,780 162,850 - - 232,630 Old Settlers Old Settlers to - 231,100 - - 231,100 Smetana 2) Storm Sewer 57,760 76,335 - - 134,095 3 ) Lighting - 31,600 3,300 3,300 38,200 4) Trail - 12,670 - - 12,670 5) Sidewalk - - 11,200 - 11,200 .) Landscaping - 10,500 - - 10,500 TOTAL 163,640 525,055(a) 56,700(b) 45,500(c) 790,895 ( a) Average assessment per unit is $980.00 based on 536 assessable units. (b) Average assessment per unit owner is $338.00 based on 168 assessable units. (c) Average assessment per unit owner is $259.00 based on 176 assessable units. . CITY OF HOPKINS 4It Hennepin County, Minnesota RESOLUTION NO: 92-69 RESOLUTION ORDERING IMPROVEMENT AFTER PUBLIC HEARING WHEREAS, a resolution of the City Council adopted the twenty-first day of July, 1992, fixed a date for a council hearing on the proposed improvement of Westbrooke Way by way of its reconstruction and construction/extension, and WHEREAS, the Council deems it appropriate and expedient to reconstruct Westbrooke Way, including curb and gutter, street lighting, sidewalk, trail, and storm sewer, from 11th Avenue to Smetana Road, and WHEREAS, ten days mailed notice and two weeks published notice of the hearing was given, and the hearing was held thereon on the eighteenth day of August, 1992, at which all persons desiring to be heard thereon, NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HOPKINS, MINNESOTA: ~ 1. Such improvement is hereby ordered as proposed in the Council resolution adopted the twenty-first day of July, 1992. 2. RCM Associates, Inc. is hereby designated as the engineer for this improvement and shall prepare plans and specifications for the making of such improvement. 3. Approval of plans and specifications shall be contingent upon all necessary roadway and utility easements granted to the city. Adopted by the city council of the City of Hopkins this 18th day of August, 1992. By: Nelson W. Berg, Mayor ATTEST: ~ James A. Genellie, city Clerk