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HomeMy WebLinkAboutUntitled Bonestroo,Rosene,Anderlik and Associates,Inc. ffirmative Action/Equal Opportunity Employer Bonestroffi Otto G.Bonestroo,P.E. Howard A.Sanford,P.E. Michael P.Rau,P.E. Mark D.Wallis,PE. Rosene Robert W Rosene,P.E.* Keith A.Gordon,P.E. Agnes M.Ring,A.I.C.P. Miles B.Jensen,P.E. nim Joseph C.Anderlik,P.E. Robert R.Pfefferle,PE. Thomas W Peterson,P.E. L.Phillip Gravel,PE. Anderlik & Marvin L.Sorvala,PE. Richard W Foster,PE Michael C Lynch,PE Karen L Wiemeri,PE. Richard E.Turner,P.E. David O.Loskota,P.E. James R.Maland,PE. Gary D.Kristofitz,PE. Glenn R Cook, obert C.Russek, Associates Thomas E.Noyes,EPE. Jerry A.Bourdon,PEA Scott J. Jerry DA gansek,P.E. Douglas Jap Benoit P.E. Robert G.Schunicht P.E. Mark A.Hanson,P.E. Kenneth P.Anderson,PE. Shawn D.Gustafson,P.E. Susan M.Eberlin,C.P.A. Michael T Rautmann,P.E. Mark R.Rolls,P.E. Cecilio Olivier,PE. Engineers & Architects *Senior Consultant Ted K.Field,PE. Mark A.Seip,P.E. Paul G.Heuer,P.E. Thomas R.Anderson,A.I.A. Gary W Morien,P.E. John P.Gorder,P.E. Donald C.Burgardt,P.E. Paul J.Gannon,A.I.A. Charles A.Erickson Thomas A.Syfko,P.E. Daniel J.Edgerton,P.E. Leo M.Pawelsky Frederic J.Stenborg,PE. A.Rick Schmidt,PE. Harlan M.Olson September 13, 1994 Ismael Martinez,P.E. Philip J.Caswell,PE. James F.Engelhardt Eckberg, Lammers, Briggs, Wolff & Vierling SEP 1 5 IN 1835 Northwestern Ave. Stillwater, MN 55082 Attn: Mr. Mark Vierling r � .. Re: Krongard P.U.D. Grading Our File No. 55 Gen Dear Mr. Vierling: We have been asked to prepare an estimate of security required to protect the City in the event Krongard Construction were allowed to proceed with the grading of the Krongard P.U.D. before final approval is obtained and a default occurred on restoring the site. We believe that a letter of credit or other security in the amount of $30,000.00 would be adequate to level the site, respread topsoil, and seed and mulch the 15 acre site Very truly yours, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Josep t C. Anderlik JCA/hh cc: City of Oak Park Heights r7.-/ 4�f 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 • f1I Northwest Associated Consultants , Inc . A • C URBAN P L A N N I N G • D E S I G N • M A R K E T R E S E A R C H PLANNING REPORT TO: Oak Park Heights Mayor and City Council FROM: Dan Licht/Bob Kirmis/Scott Richards DATE: 9 September 1994 RE: Oak Park Heights - Krongard PUD FILE NO: 798.02 - 94. 05 EXECUTIVE SUMMARY Background Mr. Jack Krongard, on behalf of Krongard Construction Company, has requested general plan of development approval for a residential planned unit development (PUD) located upon approximately 21 acres of land north of 56th Street North and east of Osgood Avenue. Specifically, the PUD calls for the construction of 52 townhomes, 22 twinhome units, and 10 single family homes (84 total units) . To accommodate the proposed development, a rezoning of the subject property from a combination of R-1, R-2, R-3, R-B designation to a PUD designation has been recommended. Attached for reference: Exhibit A - Site Location Exhibit B - Detailed Site Location Exhibit C - Land Use Plan Exhibit D - Preliminary Plat/Grading Plan/Utility Plan Exhibit E - Landscape Plan Exhibit F - Snow Removal Plan Exhibit G - Lighting Plan/Signage Plan Exhibit H - Letter from Washington County Exhibit I - Letter to Jack Krongard Dated 30 August 1994 Exhibit J - Statement from Chuck Schwartz, Bayport Fire Department 5775 Wayzata Blvd. • Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 • • Recommendation Based on the following review, our office recommends approval of the rezoning and PUD general plan of development subject to the following conditions: 1. Submission by the applicant of information required for development plan approval, as outlined in the 30 August 1994 letter to Jack Krongard (see Exhibit I) . 2 . Parking is prohibited along all private streets. If parking is desired along one side of such streets, street widths shall be increased from 24 to 32 feet. 3 . All necessary approvals from Washington County for accessing Osgood Avenue shall be required. 4 . The Park Commission provide comment/recommendation in regard to park dedication requirements. it is recommended that a cash dedication of $30, 720 shall be provided the City at the time of finalization of the development agreement. 5 . Lots 25 and 28 shall be allowed as single family lots contingent on approval by the Building Official of the building style. 6. The submitted grading and drainage plan shall be subject to review and approval by the City Engineer and Watershed District. 7. Detailed landscape plans shall be required for review by City staff as a part of final plan approval . 8. The applicant enter into a development agreement with the City. The development agreement will be subject to final approval by the City Council. 9 . The applicant submit revised plans that provide surface parking stalls that meet the requirements of the Zoning Ordinance and allow for 24 foot access road widths. 10. The submitted utility plan shall be subject to review and approval by the City Engineer. 11. The applicant submit revised building plans that address the garage size issue. 12 . Detailed signage plans are submitted for City review as a part of final plan approval. 2 • 13 . The submitted copy of the draft restrictive covenants, conditions, and restrictions to be applied to the proposed development shall be subject to City Attorney review and approval . 14. Easements are established along all lot lines and as required by City staff. This issue should be subject to further comment by the City Engineer. 15. The City shall require access easements over the development' s private streets . 16. Street lighting shall be required as per City specifications throughout the development. 17. Comments or additional conditions from other City staff and applicable governmental entities. ISSUES ANALYSIS PUD Zoning. As illustrated on Exhibit B, the subject property overlays four individual zoning designations. Specifically, the following zoning designations overlay the property: R-1, Single Family Residential R-2, Low and Medium Density Residential R-3, Multiple Family Residential R-B, Residential Business Transitional In consideration of the subject development proposal, it is the recommendation of staff that a PUD zoning be applied to the property. Rezoning Judgement Criteria. Section 401. 16.A of the City's Zoning Ordinance stipulates that in consideration of rezoning requests, the City Council' s decision must be based upon (but not limited to) the following factors: a. Relationship to municipal Comprehensive Plan. b. The geographical area involved. c. Whether such use will tend to or actually depreciate the area in which itis proposed. d. The character of the surrounding area. e. The demonstrated need for such use. Comprehensive Plan. The City' s Comprehensive Plan (Land Use Plan) suggests a mixture of low density residential, mid density residential, and high density residential uses upon the subject property (see Exhibit C) . All proposed uses and use locales are consistent with the City' s Land Use Plan. 3 Compatibility. The proposed uses and residential densities are considered generally compatible with the existing uses which surround the subject property as identified below: Direction Use Zoning North High Density Residential R-3 South Low Density Residential R-1 East Industrial/Open Space I/O West Semi-Public/Low Density Residential R-B Streets. Public Rights-of-Way. As shown on the submitted concept plan, dwelling units within the subject site are to be served primarily by the completion of the 57th/58th Street loop and an easterly extension of 56th Street North. The connection to Osgood Avenue by 56th Street North provides a necessary second access and is aligned with 56th Street west of Osgood as required by the City and Washington County. Generally speaking, the proposed street configuration appears well conceived and functionally efficient. All proposed right-of-way widths and cul-de-sac lengths have been found to comply with applicable City street standards. The developer has indicated that design and construction of the streets will be done by the City. The development contract will outline the necessary agreements between the City and developer for street construction. Private Streets. Multiple family structures existing upon Parcel 1 and the northern portion of Parcel 2 are to be provided access via private internalized streets. While the proposed 24 foot street widths are considered acceptable widths, such a width allowance will be contingent upon condition that parking be prohibited alongside such streets. Traffic Volumes. Obviously, the introduction of 84 new residential units into the subject area will generate a significant amount of traffic upon Osgood Avenue. Washington County has reviewed the proposed connection of 56th Street North to County Road 67 (Osgood Avenue) and found it acceptable (see Exhibit H) . Snow Removal. The applicant has submitted a written snow removal plan and indicated locations for snow storage on the site plan (see Exhibit F) . As required, the snow removal plan includes provisions for removing excess snow off site. 4 Lots. As noted previously, the proposed development is to include 52 townhomes, 22 twinhomes and 10 single family residential homes. Townhomes. According to Section 401. 03 .D.2 of the Zoning Ordinance, a townhome must provide 4, 000 square feet of lot area per unit. As shown below, the townhomes located north of 58th Street North and between 57th and 58th Streets North satisfy the Ordinance lot area requirement: Number Lot Area of Units Total Lot Area Per Unit Townhomes (north 28 130, 680 sq. ft. 4, 667 sq. ft. of 58th Street) (3 . 0 acres) Townhomes (south 24 145, 340 sq. ft. 4,592 sq. ft. of 58th Street) (3 .3 acres) Twinhomes. The Zoning Ordinance stipulates that twinhomes must provide not less than 6, 000 square feet of lot area per unit. As shown on the submitted concept plan, twinhome lot sizes range from 6, 000 to 10, 860 square feet in size and comply with minimum lot area requirements. According to Section 401. 03 .D.3 of the Zoning Ordnance, the base lot of a twinhome must not be less than 80 feet in width (40 feet of width per unit) . All twinhome lots have been found to meet or exceed minimum lot width requirements. Single Family Homes. As shown on the submitted concept plan, a total of 8 single family lots have been proposed south of 56th Street. Lots 25 (8, 520 square feet) and 28 (9, 640 square feet) of Parcel 2 are designed as single family lots, but they do not meet the dimensional requirements. Because of the location of the existing sanitary sewer line and the building style proposed for these lots that is compatible with the twinhomes, the proposed lot sizes are found to be acceptable as a part of the PUD. With the exception of Lots 25 and 28, Parcel 2, all proposed single family lots meet preferred R-1 District dimensional requirements as reiterated below: Minimum Lot Area Minimum Lot Width 10, 300 square feet 80 feet Off-Street Parking. Considering the width of the proposed private streets (24 feet) , adjacent off-street parking should be prohibited. If off-street parking is desired, the private street width should be increased to 32 feet to allow for parking on one side. Such an expansion in width will ensure effective traffic movement and area safety. 5 • i According to the Zoning Ordinance, two family and multi family dwelling units must provide two off-street spaces per unit. All of the single family and twinhome units appear to meet the requirements via their inclusion of two stall garages and 20 foot driveways. The center townhome buildings include one stall garages for the interior units. The surface parking stalls provided on the site plan will not be allowed in that they encroach on the 24 foot access road width required for access to and around the townhome units. The developer will need to provide revised plans to address this issue. Driveways. Driveways associated with the proposed twinhome units and multi family units have been found to measure 20 feet in length. As such, area exists to park vehicles outside the limits of the designated private streets. Setbacks. While the PUD Ordinance does make provision for interior setback deviations, all perimeter setbacks in the applicable base zoning districts should be upheld. In this regard, all applicable perimeter setbacks in the R-1, R-2, R-3 , and R-B Districts have been satisfactorily met. In regard to interior setbacks, the Zoning Ordinance stipulates that no building within a PUD may be closer to another building than one-half the sum of the building heights of the two buildings . The building elevations that have been submitted show compliance with this requirement. Park Dedication. The development proposal does not include park land dedication. The Park Commission should provide comment and recommendation in regard to specific park dedication requirements. Based upon the formula provided in the Oak Park Heights Subdivision regulations, a cash park dedication fee of $30, 720 will be required of the developer. Grading and Drainage. Grading and drainage plans have been submitted. Of particular concern are the grading and drainage issues along the south property line and the potential effect on existing single family development. These plans are subject to review and approval by the City Engineer and the Watershed District. Landscaping. The applicant has submitted general landscape plans as a part of the concept plan stage (see Exhibit E) . These plans do not illustrate specific placement and varieties and will require further detail, especially for areas adjacent to the proposed buildings. The applicant has also indicated the general area where trees are to be preserved. The plan shows that a significant area of trees along the south property line which abuts the existing single family houses will be preserved. These plans are subject to further review and approval by City staff. 6 • Development Agreement. As a condition of final PUD approval, the applicant should enter into a development agreement with the City. As part of the agreement, the developers will be required to post security necessary to ensure compliance with the conditions of PUD approval . Trash. The developer has indicated that trash removal will be the responsibility of individual property owners. No further plans will be required. Utility Plan. In accordance with PUD submission requirements, a utility plan has been submitted for review. The plan is subject to review and approval by the City Engineer. Signage. The applicant has submitted a written description of the proposed signs and indicated location on the submitted site plan (see Exhibit G) . However, this description lacks sufficient detail regarding materials and size for review. The applicant should submit detailed signage plans for review which demonstrate material and appearance details. • Building Type. As a condition of PUD concept plan approval, specific building plans of the various structure types have been submitted subject to City approval . The plans indicate garage dimensions for some of the proposed units that do not meet the minimum size for parking stalls. This issue is further discussed in a letter to Jack Krongard found as Exhibit I. The developer will need to provide revised building plans that address this issue. Restrictive Covenants. The applicant has submitted a preliminary draft copy of a declaration of restrictive covenants. This document is subject to review and approval of the City Attorney. Easements. In accordance with City subdivision regulations, drainage and utility easements should be established along all lot lines. This issue should be subject to further comment by the City Engineer. The final plat will need to include all required easements. Additionally, the City will require access easements over the development' s private roadways. Emergency Vehicle Access. The Fire Chief has commented on the access issues to the townhome development north of 58th Street. The applicant has indicated preliminary approval from the Fire Chief during a 6 September 1994 meeting (see Exhibit J) . 7 111 Lighting. The applicant has submitted a general lighting plan. There are to be no yard or street lights. Lights affixed to the garage front of each structure will be operated by a light sensor and will operate from dust until dawn. For safety reasons, our office recommends street lights be installed as per City requirements throughout the development. CONCLUSION Based on the preceding review, our office recommends approval of the necessary PUD rezoning and PUD general development plan subject to the conditions listed in the Executive Summary of this report. pc: LaVonne Wilson Joe Anderlik Mark Vierling Jack Krongard • 8 • • • II,A : r - - --A: • _t ;- „ .a , r *4: ' '''.;*1.1 .70 .'.-. i t:. ��.41.['fy It--_ -)'�--' II f1 �' ,- Yom". d oarr;P-12-1 . poil i �'' �'. .14tH 1 1 I Il Likai I1I11i, . , f 1 ' 1 .Ilfk ,r .1/ W 'f I ., 1 L I L ini ,1 . , ,i,..:. RI . , yy w��q.I--Ac ill . -.' 111111 Iia,,.,1 __f II a,[ Cam . ® a e o I I II �: L \ I.� I . j: 0 1 f b I I •g a1 I , p - i� r, " s' "� f1 • 1 ,• �' F.Q.. I..•1'a •mnia oo I - -.A--,\/ ) r. rUlall- 1 I io .. . .. .II 1 I 0 . . 10' t C ,! 1 I. MEC f i- - __I LLJ Ili I , ' of • 1 Ice I I 0• n ! • • / -_.I tt— ' . i ° t 1 i 1. s�' 1 _mai nit 1 III I:fitli giiiii I I, ,..--_. r . °.1,.11114:-1.' �d . 1 . ... . . 7.„ ,,,71,k .., , ,. EXHIBIT A - SITE LOCATION 0 rb = ijj. . . 8 , 1,- u rts. 1_41.... R..a . :--ii. ...... .:.:. 1 i . 4 i _. iirwt,. I , spur -- � :-. __ ) C .-.----• _•f I �_.••.. Imo• 1 [362„ , ' Rim g 1 . VIM I r ........... • t��•Is••�tsror i ia.: i • • 1 • I o' ,. i lSi 1 . 11.i!';. iisi'.';'.i ii. :..i,!!!.;.:-...i!i!:.!.!:!.!.:.:.::KiZin':.i.:i::::::!:.i 1 I ;: . :::*i:mii:i:::i.:i::i**-:*::::::::::::::::::•••:•:•:•::::.:•:•:•:•...:.:.:miri, Ask . wil i t I .. .. 7./---.-- .:-.-::...i.. ...-:::*:m,,E,::::::::i:::::: MD • .. ,• ,...___ i :. witti i. ,„ • r • 0 v«[. Viii. _ 1 1 1....... 1 .. .;i;:i:::.:.:.: At t r ME •Ml { • / a s 1 t .• • • • • n •i',1 N ' I N , t /s J : _____ i .-.- i . t EXHIBIT B - DETAILED SITE LOCATION 0 r • . 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A • • ._-_-7--_— !'. iii It.,:: co I.�: ........makin1O 3 V 1 s a+!' ! r ,:4\ C ibil!,s;P :P°::':•-'''...,•ift;•. .1'7,,..,„$.: \ \ 'ig '.7) 0 •i• .2 c .2 I .. I:fsfeica. ,an ; i,:. . 4-. \ LI1I . 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IMMEDIATELY AFTER ANY SNOW FALL, THE STREETS WILL BE PLOWED FROM CURB TO CURB. SNOW SHOULD BE WINDROWED ON THE BOULEVARD AREAS BEHIND THE CURB. SNOW- FROM RESIDENTS DRIVEWAYS SHALL BE STORED ALONG THE DRIVEWAYS, AND SHALL NOT BE PLACED ON STREET PAVEMENT. WHEN WINDROWS REACH A HEIGHT OF SIX FEET, ADDITIONAL SNOW SHALL BE STORED AS FOLLOWS: 1 . IF THERE ARE ANY UNBUILT-ON LOTS, SNOW SHALL BE STORED FIRST ON THOSE LOTS OFF THE RIGHT-OF-WAY. 2 . IN STORM WATER DETENTION BASINS. 3 . SPECIAL AREAS ON PLOT PLAN. 4 . IF THERE ARE NO UNBUILT-ON LOTS, AND IF IT IS IMPOSS- IBLE OR IMPRACTICAL TO STORE SNOW IN STORM WATER DETENTION BASINS, SNOW SHALL BE REMOVED FROM THE SITE AND DEPOSITED ON OTHER LANDS ON THE BASIS OF A CONTRACTUAL AGREEMENT WITH THE OWNERS OF THOSE PROPERTIES. NOT WITHSTANDING THE ABOVE, IT SHALL NOT BE NECESSARY TO PLOW . SNOW IF LESS THAN ONE INCH OF SNOW HAS ACCUMULATED BY 7 : 00 A.M. , AND ABOVE FREEZING TEMPERATURES ARE FORECAST FOR THE REMAINDER OF THE DAY. 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I I I it At I - . . ..„lel 1,371.0 vA M 141 A.4.I.116 A 1.0 AA 4Z . .•.1•9•ei' 11- I 1 .14:I . \ . i 1 29243 Plik'r.'S I ' .U)1 . lit.°I. • •• • ; W •• - - - CC U) < inu Z w • a • ,Ct CZ . •..c0zc0LIn<zCEcn0-uhuO- _. > U) • • jT" KRONGARD CONSTRUCTION COMPANY 14791 60TH STREET NORTH, SUITE 2 STILLWATER, MINNESOTA. 55082 PHONE: (612) 430-2314 • FAX: (612) 430-3921 VALLEY VIEW ESTATES LIGHTING PLAN AS FOLLOWS: ON EACH GARAGE FRONT, CLOSEST TO ENTRY, THE LIGHT FIXTURE WILL BE ON A LIGHT SENSOR, SO AS TO URN FROM DUSK TO. DAWN. THERE WILL BE NO YARD OR POLE LIGHTS. SIGNS: EACH BUILDING WILL HAVE A SIGN WITH THE UNIT NUMBERS FOR THAT BUILDING ONLY. SIGNS WILL BE ON THE FIRST CORNER AS YOU APPROACH BUILDING. (MARKED ON PLAN. ) EXHIBIT G A WASHINGTON COUN Donald C.Wisniewski, P.E. I.ZGTON" C,O Director Public Works/County Engineer " °1,\ PUBLIC WORKS DEPARTMENT John P.Perkovich, Deputy Director A PARKS • HIGHWAYS • FACILITIES Operations Division ---� 11660 MYERON ROAD NORTH • STILLWATER, MINNESOTA 55082-9573 Donald J.Theisen, P.E.,Deputy Director er 612-430-4300 Facsimile Machine 612-430-4350 Technical &Administrative Division .bp1StgY.PaaGpEgyr James D.Hanson, P.E. Transportation Engineer Edward Kepler, Facilities Operations Manager September 2, 1994 R Mr. Scott Richards Northwest Associated Consultants 5775 Wayzata Blvd. Suite 555 St. Louis Park, MN 55416 RE: Proposed 56th Street North Connection to Washington County Road 67 (Osgood Avenue) Dear Mr. Richards: We have reviewed Krongard Construction's plat showing the proposed connection of 56th Street North to County Road 67 (Osgood Avenue) and find it acceptable. This street will require an access permit. As we discussed by phone, since this will be a city street, it is most appropriate that the City' engineer submit the permit application. We will forward a copy of this letter to Joe Anderlik of BRA so that his firm is aware of this requirement. Please call me at 430-4312 if you have any questions. Sincerely, Joseph Lux cc: Joe Anderlik, BRA Jack Krongard, Krongard Construction • • EXHIBIT H P,in,ed on Recycled Paper EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ACTION • • rN Northwest Associated Consultants , Inc . AC URBAN P L A N N I N G • D E S I G N • MARKET RESEARCHtitt O 30 August 1994 Mr. Jack Krongard Krongard Construction Company 14791 60th Street North #2 Stillwater, MN 55082 RE: Oak Park Heights - Krongard PUD FILE NO: 798 . 02 - 94 . 05 Dear Mr. Krongard: This letter is in regards to information submission requirements for your PUD request which the City has not yet received as a part of your application. An inventory of required information submissions was conveyed to you in a letter dated 26 July 1994. The following information needs to be submitted no latter than September 6, 1994 to avoid further delay in processing your request: • 1. Concept Plan: a. Graphic reproduction of existing site conditions: (1) Existing tree cover (generalized map showing existing tree cover and areas to be preserved - discussed below) . b. Text summary of concept plan: (1) Land area devoted to residential use, open space, parking, etc. c. Phasing plan if applicable. 5775 Wayzata Blvd. • Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•F EXHIBIT 110 Mr. Jack Krongard Page Two d. Copy of restrictive covenants, conditions and restrictions to be recorded against the property, including statements relating to maintenance of common open space. e. Traffic analysis (analysis from Washington County regarding impacts to Osgood Avenue) . 2 . Development Plan Stage: a. Final plat drawing. b. Specific location and dimensions of all curb cuts, parking stalls, etc. (discussed below) . c. Landscaping plan (discussed below) . d. Lighting and signage plans. e. Tree preservation plan (discussed below) . f. Comment from Fire Chief (Bayport) on dwelling unit layout • and accessibility issues. g. Erosion control plan. h. Snow removal plan (discussed below) . i. Grading and drainage plan acceptable to the City Engineer. The City has received architectural plans for each style of the dwelling units. These plans satisfy the submission requirements. Additionally, concern has developed with regards .to the dimensions and location of required parking. The first concern relates to the garage dimensions of the northern six-plex units . Plans indicate that the garage dimensions are 18' x 19 ' . These dimensions do not meet the minimum requirements for a two car garage. The typical two stall garage is 22' x 22 ' . The minimum parking stall length is at least 20' . The building plans need to be revised to bring the garages up to an acceptable size. • 410 Mr. Jack Krongard Page Three The second issue is the number of parking spaces associated with the central eight-plex units . Building plans include only a one stall garage. There are no parking spaces indicated on the preliminary plat drawing to satisfy off-street parking requirements. Therefore, plans need to be submitted which indicate the location and dimensions of all off-street parking. The submitted landscape plan is insufficient as it does not demonstrate appropriate detail. The landscape plan should be completed by a professional landscape architect/designer. The plans should be drawn to scale and suitable for reproduction and distribution to Council members. The snow plan should be included on this plan or on a separate sheet. Again, it must be stressed that this information needs to be submitted no later than September 6th to avoid delay in processing your PUD request. If you have any questions regarding this matter, please call. Sincerely, NORTHWEST ASSOCIATED CONSULTANTS, INC. _g;k1.[:221. Scott Richards Senior Planner • pc: LaVonne Wilson Joe Anderlik Mark Vierling • • KRONGARD CONSTRUCTION COMPANY 11111 14791 60TH STREET NORTH, SUITE 2 STILLWATER, MINNESOTA 55082 PHONE: (612) 430-2314 • FAX: (612) 430-3921 VALLEY VIEW ESTATES FIRE PROTECTION: CHUCK SCHWARTZ, OF THE FIRE DEPARTMENT, MET WITH JACK KRONGARD ON SEPTEMBER 6, 1994 . AS MARKED ON THE PLAN, TWO HYDRANTS ARE TO BE PLACED ON PRIVATE DRIVES AT FIRST AND SECOND INTERSECTIONS. THE REMAINING HYDRANTS ARE TO BE ON 57TH AND 58TH STREETS, AT 300 FOOT INTERVALS. DRIVEWAYS AND ENTRANCES ARE O.K. AS DRAWN. • EXHIBIT J III III CITY OF isPARK HEIGHTS OAK „,,,..„ , , '. , ,,,i, * ,,,, ,,,,, : fax" ,.?Ae A MINNESOTA STAR CITY September 8, 1894 Mr . Jack Krongard Krongard Construction, Inc . 14792 60th St . , N. , Suite 2 Oak Park Heights , MN 55082 Dear Jack : The City of Oak Park Heights has gone to great lengths in managing the development of River Hills I and II . Be advised that I have noticed that in the area around your lots there is a substantial amount of soil erosion, which requires your immediate attention. I want to inform you that Heritage Development has excavated the pond to its proper depth , jet cleaned all storm sewer lines, cleaned the silt from all the rip rap and placed black dirt , seeds, wood and a fiber blanket on all pond slopes. Corrections of any further problems to the development resulting from soil erosion will the be responsibility of Krongard Construction. No building permits will be issued until the silt fences have been properly installed , protecting all. of the above areas. Enclosed is a handout with a diagram showing the accepted method of installation. If you have any questions, please call . Re ctfull 411610.6k airX Jim Butler , Building Inspector JB: jad pc : Mark Vierling , Eckberg , Lammers, Briggs, Wolf & Vierling Joe Anderlik , Bonestroo , Rosene , Anderlik & Associates Enclosure 14168 North 57th Street • Box 2007 • Oak Park Heights, Minnesota 55082-2007 Phone: 612-439-4439 • Fax: 612-439-0574 • • Affidavit of Publication THE COURIER STATE OF MINNESOTA )as COUNTY OF WASHINGTON Robert P.Liberty,being duly sworn,on oath says that he is the publisher or authorized agent and employee of the publisher of the newspaper known as The Courier,and has full knowledge of the facts which are stated below: (A) The newspaper has complied with all of the requirements constituting qualification as a qualified newspaper,as provided by Minnesota Statue 331A.02,331A.07,end other applicable laws,as amended. The Courier News, September 1, 1994 NOTICE PUBLIC HEARING NOTICE OF PUBLIC HEARING P ANN DOUNIT DEVELOPMENT (B) The printed CITY OF OAK PARK HEIGHTS PLANNED UNIT DEVELOPMENT WASHINGTON COUNTY, MINNESOTA NOTICE IS HEREBY GIVEN, that the City Krongard Council of the City of Oak Park Heights,Wash- Jackington,Co.,MN,shall conduct a public hearing Monday,September 12,1994 at 7:30 p.m.or as which is attached was cut from the columns of said newspaper,and was printed and published once soon thereafter as time permits.Hearing to be held at City Hail,14168 N.57th St.,to consider a 1Thursday 1st Planned Unit Development request each week,for successive weeks;it was first published on e piarydevei September 94 Krongard.thopment' "an'submitted by.lady day of , 19 , and was thereafter printed and published on every to The real property affected by said applica- tion is legally described as follows,to-wit: and including the-----------day of ,19 ;and printed below is a copy of the lower x68 racts C-D-E & I, Registered Land Sutve y case alphabet from A to Z,both inclusive,which is hereby acknowledged as being the size and kind of Proponents and opponents shall be heard at this time. type used in the composition and publication of e notice: Dated this 15th day of August,1994. • BY ORDER OF THE CITY COUNCIL. /s/La Vonna wlson abcdefghijklmnopqrstuvwxyz /[1� City Administrator/Treasurer BY. ' TITLE:Publisher 9/1/94 Subscr' ed and sworn to before me on this^� day of AAAAAAAAAAAA A . - SUSAN C. EREDRICKSEN 4 ,s t Notary Public-Minnesota .5ut, ,:),,- C •E 4 -; Washington ;;�,,� 9 County Notary Public My Commission Expires 9/18! x: VVVVVVVVVVVVVV'rT RATE INFORMATION (1)lowest classified rate paid by com- ( U-O mercial users for comparable space. 6- (Line,word,or indlrate) (2)Maximum rate allowed by law for the l ` above matter ��� __C _` — (l ) (3)Rate actually charged for the above matter —_— (Line,word,or Ince rate) Received Payment 19 The Courier By 410 111 Northwest Associated Consultants , Inc . AC URBAN PLANNING • DESIGN • MARKET RESEARCH 30 August 1994 Mr. Jack Krongard Krongard Construction Company 14791 60th Street North #2 Stillwater, MN 55082 RE: Oak Park Heights - Krongard PUD FILE NO: 798 . 02 - 94 . 05 Dear Mr. Krongard: This letter is in regards to information submission requirements for your PUD request which the City has not yet received as a part of your application.. An inventory of required information submissions was conveyed to you in a letter dated 26 July 1994. The following information needs to be submitted no latter than September 6, 1994 to avoid further delay in processing your request: 1. Concept Plan: a. Graphic reproduction of existing site conditions: (1) Existing tree cover (generalized map showing existing tree cover and areas to be preserved - discussed below) . b. Text summary of concept plan: (1) Land area devoted to residential use, open space, parking, etc. c.. Phasing plan if applicable. 5775 Wayzata Blvd. • Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 " 1 . • Mr. Jack Krongard Page Two d. Copy of restrictive covenants, conditions and restrictions to be recorded against the property, including statements relating to maintenance of common open space. e. Traffic analysis (analysis from Washington County regarding impacts to Osgood Avenue) . 2 . Development Plan Stage: a. Final plat drawing. b. Specific location and dimensions of all curb cuts, parking stalls, etc. (discussed below) . c. Landscaping plan (discussed below) . d. Lighting and signage plans. e. Tree preservation plan (discussed below) . f. Comment from Fire Chief (Bayport) on dwelling unit layout and accessibility issues. g. Erosion control plan. h. Snow removal plan (discussed below) . i. Grading and drainage plan acceptable to the City Engineer. The City has received architectural plans for each style of the dwelling units. These plans satisfy the submission requirements. Additionally, concern has developed with regards to the dimensions and location of required parking. The first concern relates to the garage dimensions of the northern six-plex units. Plans indicate that the garage dimensions are 18' x 19' . These dimensions do not meet the minimum requirements for a two car garage. The typical two stall garage is 22' x 22' . The minimum parking stall length is at least 20' . The building plans need to be revised to bring the garages up to an acceptable size. 411 111 Mr. Jack Krongard Page Three The second issue is the number of parking spaces associated with the central eight-plex units . Building plans include only a one stall garage. There are no parking spaces indicated on the preliminary plat drawing to satisfy off-street parking requirements. Therefore, plans need to be submitted which indicate the location and dimensions of all off-street parking. The submitted landscape plan is insufficient as it does not demonstrate appropriate detail. The landscape plan should be completed by a professional landscape architect/designer. The plans should be drawn to scale and suitable for reproduction and distribution to Council members. The snow plan should be included on this plan or on a separate sheet. Again, it must be stressed that this information needs to be submitted no later than September 6th to avoid delay in processing your PUD request. If you have any questions regarding this matter, please call. Sincerely, NORTHWEST ASSOCIATED CONSULTANTS, INC. Atards Senior Planner pc: LaVonne Wilson Joe Anderlik Mark Vierling CITY OF OAK PARK HEIGHTS 14168 N. 57th St. - P.O. Box 2007 Oak Park Heights, MN 55082 NOTICE TO PROPERTY OWNERS A public hearing has been scheduled at the Qak Park Heights City Hall, 14168 N. 57th St. on Mcnday, September 12 , 1994 at 7:30 p.m. The purpose of the hearing is to consider development request application(s) for the property located at: Tracts C-D-E & I, Registered Land Survey #69 (South of Raymie Johnson.Estates) The request (s) being considered is/are checked and identified below: Rezoning Subdivision Conditional Use Permit Variance XX Planned Unit Development General Plan/Development Approval. )9' I( For more information on the development request, please contact La Vonne Wilson, City Administrator at 439-4439 during regular office hours. • • .,e CITY OF OAK PARK HEIGHTS A MINNESOTA STAR CITY August 15, 1994 The Courier 126 So. Second St. Stillwater, MN 55082 Gentlemen: Please publish the following September 1 , 1994: NOTICE OF PUBLIC HEARING PLANNED UNIT DEVELOPMENT CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY, MINNESOTA NOTICE IS HEREBY GIVEN, that the City Council of the City of Oak Park Heights, Washington Co. , MN, shall conduct a public hearing Monday, September 12, 1994 at 7:30 p.m. or as soon thereafter as time permits. Hearing to be held at City Hall , 14168 N. 57th St. , to consider a Planned Unit Development request (general plan/development approval ) , submitted by Jack Krongard. The real property affected by said application is legally described as follows, to-wit: Tracts C-D-E & I , Registered Land Survey #69 Proponents and opponents shall be heard at this time. Dated this 15th day of August, 1994 BY ORDER OF THE CITY COUNCIL. • i _ .6) LaVonne Wilson City Administrator/Treasurer 14168 North 57th Street • Box 2007 • Oak Park Heights, Minnesota 55082-2007 Phone: 612-439-4439 • Fax: 612-439-0574 Bonestroo,Rosene,Anderlik and Associates Inc.is a itive Action/Equal Opportunity Employer kii Bonestroo Otto G.Bonestroo,P.E. Howard A.Sanford,P.E. Michael P.Rau,P.E. Mark D.Wallis,FE. Rosene Robert W Rosene,P.E.* Keith A.Gordon,P.E. Agnes M.Ring,A.I.C.P. Miles B.Jensen,P.E. Joseph C.Anderlik,FE. Robert R.Pfefferie,PE. Thomas W.Peterson,PE. L.Phillip Gravel,P.E. Marvin L. Richard W. P.E. M Karen L.Wiemeri,P.E. • Anderlik & Richard E.Tou neva,P.E. David O. oskotar,P.E. Ja'meseR.Maland,FE. Gary D.Kristofitz,P.E. Associates Glenn R.Cook,P.E. Robert C.Russek,AJA. Jerry D.Pertzsch,P.E. Keith R.Yapp,P.E. VI Thomas E.Noyes,P.E. Jerry A.Bourdon,P.E. Scott J.Arganek,P.E. Douglas J.Benoit,P.E. Robert G.Schunicht,P.E. Mark A.Hanson,P.E. Kenneth P.Anderson,FE. Shawn D.Gustafson,P.E. Susan M.Eberlin,C.P.A. Michael T.Rautmann,FE. Mark R.Rolfs,P.E. Cecilio Olivier,P.E. Engineers & Architects *Senior Consultant Ted K.Field,P.E. Mark A.Seip,P.E. Paul G.Heuer,P.E. Thomas R.Anderson,A.I.A. Gary W Morien,P.E. John P.Gorder,P.E. Donald C.Burgardt,P.E. Paul J.Gannon,A.I.A. Charles A.Erickson Thomas A.Syfko,P.E. Daniel J.Edgerton,P.E. Leo M.Pawelsky Frederic J.Stenborg,P.E. A.Rick Schmidt,PE. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell,P.E. James F.Engelhardt August 8, 1994 Ms. LaVonne Wilson City of Oak Park Heights P.O. Box 2007 Stillwater, MN 55082 Re: Krongard PUD 0 Osgood File No. 55 Dear Ms. Wilson: We have reviewed the plans submitted to date for the proposed development east of Osgood Avenue as proposed by Krongard Construction Company. While many modifications and revisions are required, we do not envision any serious engineering matters which can not be resolved if the City chooses to grant concept approval. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ?-L 14, l:. Getedzeil Joseph C. Anderlik JCA:lk 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 • [E@EEL1WE KRONGARD CONSTRUCTION COMPANY i AUG 8 19914 14791 60TH STREET NORTH, SUITE 2 STILLWATER, MINNESOTA 55082 PHONE: (612) 430-2314 • FAX: (612) 430-3921 AUGUST 4 , 1994 CITY OF OAK PARK HEIGHTS CITY HALL 14168 57TH ST. NO. OAK PARK HEIGHTS, MN. 55082 RE: SEEDING BY HERITAGE DEVELOPMENT THE LOTS THAT THERE IS NO PENDING CONSTRUCTION PLANNED FOR IN RIVER HILLS SECOND ADDITION, THAT HERITAGE DEV- ELOPMENT WILL NEED TO SEED ARE AS FOLLOWS: LOTS 1 , 9 , 11 , 14, 17, 20 , 23 AND 24 KRONGARD CONSTRUCTION COMPANY WILL FINISH INSTALLING THE MESH AROUND THE HOLDING POND ON LOT 26 WHEN THE BASEMENT IS BACKFILLED. IF YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CALL. KRONGARD CONSTRUCTION COMPANY, INC. 411 110 Northwest Associated Consultants , Inc . AC URBAN P L A N N I N G • D E S I G N • M A R K E T RESEARCH PLANNING REPORT TO: Oak Park Heights Mayor and City Council FROM: Bob Kirmis/Scott Richards DATE: 4 August 1994 RE: Oak Park Heights - Krongard PUD FILE NO: 798.02 - 94 .05 EXECUTIVE SUMMARY Background Mr. Jack Krongard, on behalf of Krongard Construction Company, has requested concept plan approval for a residential planned unit development (PUD) located upon approximately 21 acres of land north of 56th Street North and east of Osgood Avenue. Specifically, the PUD calls for the construction of 52 townhomes, 22 al � twinhome units, and 10 single family homes (84 totunits) . To accommodate the proposed development, a rezoning of the subject property from a combination of R-1, R-2, R-3 , R-B designation to a PUD designation has been recommended. Attached for reference: Exhibit A - Site Location Exhibit B - Detailed Site Location Exhibit C - Land Use Plan • Exhibit D - Concept Plan Exhibit E - Concept Plan Detail Exhibit F - Letter to Jack Krongard dated 26 July 1994 Recommendation Based on the following review, our office recommends approval of the rezoning and PUD concept plan subject to the following conditions: 5775 Wayzata Blvd. • Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 1. Submission by the applicant of information required for concept plan approval, as outlined in the 26 July 1994 letter to Jack Krongard (see Exhibit F) . L 2 . Units 25 and 28, Parcel 2 are combined to create a single d 1 twinhome unit. 3 . The intersection of Osman Avenue and 57th Street be reconfigured to provide a radial curve. This issue should be subject to further comment by the City Engineer. 4 . Parking is prohibited along all private streets. If parking is desired along one side of such streets, street widths shall be increased from 24 to 32 feet. 5 . The applicant submit a snow removal plan. 6. Building elevations/floor plans are submitted for the various dwelling unit types. Such submission is necessary to determine compliance with interior setback standards, applicable height requirements, and park dedication. 7. The Park Commission provide comment/recommendation in regard to park dedication requirements. The applicant shall submit detailed information necessary to calculate park dedication. 8 . A grading and drainage plan is submitted. Such plan shall be subject to review and approval by the City Engineer. 9 . A landscape plan is submitted which specifies the location, type, and size of all proposed plantings. A tree survey will be required to determine the extent of vegetation presently on the site and trees that will be saved. 10 . The applicant enter into a development agreement with the City. 11. If applicable, the forthcoming PUD development plan specify trash handling locations. 12 . A utility plan is submitted. Such plan shall be subject to review and approval by the City Engineer. 13 . Detailed signage plans are submitted for City review. 14 . The applicant submit a copy of all restrictive covenants, conditions, and restrictions to be applied to the proposed development. All such covenants shall be subject to City review and approval . 15. Easements are established along all lot lines. This issue should be subject to further comment by the City Engineer. 2 410 410 16 . Washington County and the City Engineer comments/ recommendations as to traffic issues on Osgood Avenue. 17. The City Engineer and/or Fire Chief provide comment as to the need to establish easements over the development' s private streets. Fire Chief to comment on access and equipment maneuverability on the private streets. 18 . The site plan is revised to illustrate all exterior lighting locations. 19 . Comments from other City staff. ISSUES ANALYSIS PUD Zoning. As illustrated on Exhibit B, the subject property overlays four individual zoning designations. Specifically, the following zoning designations overlay the property: R-1, Single Family Residential R-2, Low and Medium Density Residential R-3 , Multiple Family Residential R-B, Residential Business Transitional In consideration of the subject development proposal, it is the recommendation of staff that a PUD zoning be applied to the property for the following reasons: 1. The PUD zoning will allow the existence of multiple principal structures upon a single parcel of land. 2 . The zoning designations which currently overlay the property fail to correspond with established property lines or right- of-way locations. A PUD zoning would remedy this less than desirable situation. 3 . If the base zoning were to remain (via PUD/CUP) , the City would have established that all uses (besides that being proposed) allowed in the base districts are acceptable on the subject property. This is of particular issue in regard to the R-B zoning designation which provides for commercial uses. 4. The PUD zoning would allow the City to establish control over the use of the property. Rezoning Judgement Criteria. Section 401.16 .A of the City' s Zoning Ordinance stipulates that in consideration of rezoning requests, the City Council' s decision must be based upon (but not limited to) the following factors: 3 r a. Relationship to municipal Comprehensive Plan. b. The geographical area involved. c. Whether such use will tend to or actually depreciate the area in which it is proposed. d. The character of the surrounding area. e. The demonstrated need for such use. Comprehensive Plan. The City' s Comprehensive Plan (Land Use Plan) suggests a mixture of low density residential, mid density residential, and high density residential uses upon the subject property (see Exhibit C) . All proposed uses and use locales are consistent with the City' s Land Use Plan. Compatibility. The proposed uses and residential densities are considered generally compatible with the existing uses which surround the subject property as identified below: Direction Use Zoning North High Density Residential R-3 South Low Density Residential R-1 East Industrial/Open Space I/O West Semi-Public/Low Density Residential R-B One concern which does exist in regard to compatibility, however, relates to interspersal of two single family homes within the twinhome portion of Parcel 2 . Specifically, Lots 25 and 28 are shown to hold single family units rather than two family units which are common to the area. To ensure area compatibility and a cohesive development design, it is recommended that the concept plan be revised to essentially combine Units 25 and 28 into a single twinhome. Streets. Public Rights-of-Way. As shown on the submitted concept plan, dwelling units within the subject site are to be served primarily by the completion of the 57th/58th Street loop street and an easterly extension of 56th Street North. The connection to Osgood Avenue by 56th Street North provides a necessary second access and is aligned with 56th Street west of Osgood as required by the City and Washington County. Generally speaking, the proposed street configuration appears well conceived and functionally efficient. All proposed right-of-way widths and cul-de-sac lengths have been found to comply with applicable City street standards. 4 i • One concern which does exist relates to the acute intersection of Osman Avenue and 57th Street. To improve area circulation and safety, it is recommended that the intersection be reconfigured to provide a radial curve. This issue should be subject to further comment by the City Engineer. Private Streets. Multiple family structures existing upon Parcel 1 and the northern portion of Parcel 2 are to be provided access via private internalized streets. While the proposed 24 foot street widths are considered acceptable widths, such a width allowance will be contingent upon condition that parking be prohibited alongside such streets. Traffic Volumes. Obviously, the introduction of 84 new residential units into the subject area will generate a significant amount of traffic upon Osgood Avenue. Washington County and the City Engineer should provide comment/recommendation as to the ability of Osgood Avenue to accommodate anticipated traffic volumes. Snow Removal. Considering the significant number of townhome driveways which are to access the proposed private street, an assurance should be made that ample area exists to accommodate snow storage. As a condition of PUD approval, the applicant should submit a snow removal plan that includes provisions for removing excess snow off site. Lots. As noted previously, the proposed development is to include 52 townhomes, 22 twinhomes and 10 single family residential homes. Townhomes. According to Section 401. 03 .D.2 of the Zoning Ordinance, a townhome must provide 4, 000 square feet of lot area per unit. As shown below, the townhomes located north of 58th Street North and between 57th and 58th Streets North satisfy the Ordinance lot area requirement: Number Lot Area of Units Total Lot Area Per Unit Townhomes (north 28 130, 680 sq. ft. 4, 667 sq. ft. of 58th Street) (3. 0 acres) Townhomes (south 24 145, 340 sq. ft. 4, 592 sq. ft. of 58th Street) (3 .3 acres) Twinhomes. The Zoning Ordinance stipulates that twinhomes must provide not less than 6, 000 square feet of lot area per unit. As shown on the submitted concept plan, twinhome lot sizes range from 6, 000 to 10, 860 square feet in size and comply with minimum lot area requirements. 5 4 According to Section 401 . 03 .D.3 of the Zoning Ordnance, the base lot of a twinhome must not be less than 80 feet in width (40 feet of width per unit) . All twinhome lots have been found to meet or exceed minimum lot width requirements. Single Family Homes. As shown on the submitted concept plan, a total of 8 single family lots have been proposed south of 56th Street. Lots 25 (8, 520 square feet) and 28 (9 , 640 square feet) of Parcel 2 are designed as single family lots, but they do not meet the dimensional requirements. With the exception of Lots 25 and 28, Parcel 2, all proposed single family lots meet preferred R-1 District dimensional requirements as reiterated below: Minimum Lot Area Minimum Lot Width 10, 300 square feet 80 feet Off-Street Parking. Considering the width of the proposed private streets (24 feet) , adjacent off-street parking should be prohibited. If off-street parking is desired, the private street width should be increased to 32 feet to allow for parking on one side. Such an expansion in width will ensure effective traffic movement and area safety. According to the Zoning Ordinance, two family dwelling units must provide two off-street spaces per unit. All proposed two family dwellings appear to meet this requirement via their inclusion of two stall garages. Setbacks. While the PUD Ordinance does make provision for interior setback deviations, all perimeter setbacks in the applicable base zoning districts should be upheld. In this regard, all applicable perimeter setbacks in the R-1, R-2, R-3, and R-B Districts have been satisfactorily met. In regard to interior setbacks, the Zoning Ordinance stipulates that no building within a PUD may be closer to another building than one-half the sum of the building heights of the two buildings. In order to determine compliance with this requirement, the submission of building elevations will be necessary. Driveways. Driveways associated with the proposed twinhome units have been found to measure 20 feet in length. As such, area exists to park vehicles outside the limits of the designated private streets. 6 • • Park Dedication. The development proposal does not include park land dedication. The applicant will need to submit more complete information regarding dwelling unit configuration and number of bedrooms to calculate a cash park dedication amount. The Park Commission should provide comment and recommendation in regard to specific park dedication requirements. Grading and Drainage. As a condition of PUD concept plan approval, grading and drainage plans must be submitted. Of particular concern are the grading and drainage issues along the south property line and the potential effect on existing single family development. Such plans shall be subject to review and approval by the City Engineer. Landscaping. According to the Zoning Ordinance, a landscape plan must be submitted as part of the PUD development proposal . To date, no such plan has been submitted. Of particular issue in regard to landscaping will be the preservation of trees along the subject property' s southern boundary. A tree survey indicating the existing as well as trees to remain in that area will be required. Development Agreement. As a condition of final PUD approval, the applicant should enter into a development agreement with the City. As part of the agreement, the developers will be required to post security necessary to ensure compliance with the conditions of PUD approval . Trash. While it is assumed that trash removal will be the responsibility of individual property owners, this should be verified by the applicant. If centralized dumpster facilities are to be used, the location should be specifically identified. Utility Plan. In accordance with PUD submission requirements, a utility plan should be submitted for review. The plan will be subject to review and approval by the City Engineer. Signage. If signage is to be erected as part of the PUD, detailed sign plans should be submitted in accordance with Ordinance provisions. Sign plans should identify the location, type, and size of all proposed signage. Building Type. As a condition of PUD concept plan approval, specific building, plans of the various structure types should be submitted subject to City approval . Such submissions will be necessary to determine compliance with applicable building height requirements. Restrictive Covenants. As a condition of PUD approval, all restrictive covenants associated with the proposed development must be submitted to the City for review and approval . 7 • 411 Easements. In accordance with City subdivision regulations, drainage and utility easements should be established along all lot lines. This issue should be subject to further comment by the City Engineer. Additionally, the City Engineer and/or Fire Chief should provide comment as to the need to establish access easements over the development' s private roadways. Emergency Vehicle Access. The Fire Chief should comment on the access issues to the townhome development north of 58th Street. Lighting. All exterior lighting locations to be erected in associated with private street construction should be identified on the submitted site plan. CONCLUSION Based on the preceding review, our office recommends approval of the necessary PUD rezoning and PUD concept plan subject to the conditions listed in the Executive Summary of this report. pc: LaVonne Wilson Joe Anderlik Mark Vierling Jack Krongard 8 0 - . 7 " ' ' IS ( _i I 1 \�j P/ V Q •% �p40- Q ,I� f LY q. .0,,,.,, I � 0. •-.10;22t..�J ii SII ' �� 7 igId t1'1;NiI'1�;....iLI6iMlit:` ‹' : 'xI818>j�intiad„ 1 $ ,, ILphi!iM fi • I , 1 I . � !Mt (1 1 ,il(N...40. : _ o I 8 ill 30 ' mi. 11 . 'fit oa _ r��\1 I ■C I:El- l = �"S t i+'III] I.2 �Ik' . ED : 6.-`- limp_LI LI In i - 0 ill s I, I b ; iik..,r_m.. BAN. , , . cie..i. i-- •a1caaoeaoo3—. i¢°o . •I- .„___ ------4_ �,� ���oaS IT 14 LLi Z /' MIIP.0..49 '; Z frio. rfilim' .` i1 t 0 . : I . ,.I, 'Ric ' i- - --ti .1 = !I! I V d i W � � c cP1 I = III I c' • SII i o n I Y � .( .______L_, --—i---;--_.-I . I.i � L .i. 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T V\ :ZR 2 I ") I 1 •'Cis. • --.1"--- 7 I iv 6 II \ 1, 1,r) • \ :. .• 1 1 ! ._J—_-- ' 2 . 0 - _ -•\ , • • ,A11.- ° ' 01 I 1 • , x s AINI11011 b..V__ . cl- 2 --609S--- 3 .90.41,J0 N \ • , < cc i : i' . 0 • 191,1-- — is ..ofr.azo N L9 'OH '05 : , --1 . . I- 1 lizi ' .. z . "zi 1 co i_. i • . _ Lo z 1.- a _ 2 I � Northwest Associated Consultants , Inc . �j URBAN PLANNING • D ES I G N • MARKET RESEARCH 26 July 1994 Mr. Jack Krongard Krongard Construction Company 14791 60th Street North #2 Stillwater, MN 55082 RE: Oak Park Heights - Krongard PUD FILE NO: 798. 02 - 94. 05 Dear Mr. Krongard: This letter is intended to convey to you informational submission requirements necessary for the City to process your townhome PUD proposal . Your specific proposal calls for the construction of 52 townhomes, 24 twin home units, and 8 single family upon a parcel of land located east of Osgood Avenue. Concept Plan According to Section 401. 14 of the City's Zoning Ordinance, the following items must be submitted as part of your PUD (Concept Plan Stage) application. 1. Graphic reproduction of existing site conditions: a. Contours (2 foot intervals) . b. Tree cover (generaliz'ed map indicating existing tree cover and the areas to be preserved) c. Wetland locations if applicable. 2 . Concept (site) plan. 3 . Text summary of concept plan: a. Land area devoted to residential use, open space, parking, etc. 5775 Wayzata Blvd. • Suite 555 • St. Louis Park EXHIBIT F - LETTER TO JACK KRONGARD • • 7) 41, Mr. Jack Krongard 26 July 1994 Page Two 4. Phasing plan if applicable. 5. Copy of restrictive covenants, conditions and restrictions to be recorded against the property, including statement relating to maintenance of common open space. 6. Schematic, drainage and utility plans. 7. Traffic analysis (analysis from Washington County regarding impacts, if any, to Osgood Avenue) . 8. Floor plans, building elevations, and exterior wall finishes for all building styles. Development Plan As part of forthcoming "development plan" stage of the PUD, the following additional submissions will be necessary: 1. Final plat drawing (assuming private ownership of dwelling units) . 2 . Specific location dimensions of all curb cuts, parking stalls, etc. 3 . Landscaping plan. 4. Grading and drainage plan. 5. Property legal description. 6. Lighting and signage plans. 7. Tree preservation plan. 8 . Solid waste disposal procedures and provisions. 9 . Erosion control plan. 10. Snow removal plan. Please note that the Zoning Ordinance does enable the City Council to require additional submissions if deemed necessary and applicable to the project. 1 S Mr. Jack Krongard 26 July 1994 Page Three Final Plan The "final plan" stage of the PUD basically involves the submission of all finalized plans (i.e. , engineering plans, architectural working drawings, plan agreements, etc. ) . For further reference I have attached a copy of Section 401.14 of the City's Zoning Ordinance which fully specifies PUD submission requirements for all stages. If you have any questions or comments regarding this material, please do not hesitate to call. Sincerely, NORTHWEST ASSOCIATED CONSULTANTS, INC. Scott D. Richards Senior Planner pc: LaVonne Wilson Joe Anderlik 4 111 • I � Northwest Associated Consultants , Inc . C URBAN P L A N N I N G • DESIGN . MARKET RESEARCH :;II ' 2 7 1994 1 i 26 July 1994 V ; Mr. Mr. Jack Krongard Krongard Construction Company 14791 60th Street North #2 Stillwater, MN 55082 RE: Oak Park Heights - Krongard PUD FILE NO: 798 .02 - 94 . 05 Dear Mr. Krongard: This letter is intended to convey to you informational submission requirements necessary for the City to process your townhome PUD proposal . Your specific proposal calls for the construction of 52 townhomes, 24 twin home units, and 8 single family upon a parcel of land located east of Osgood Avenue. Concept Plan According to Section 401. 14 of the City' s Zoning Ordinance, the following items must be submitted as part of your PUD (Concept Plan Stage) application. 1. Graphic reproduction of existing site conditions: a. Contours (2 foot intervals) . b. Tree cover (generalited map indicating existing tree cover and the areas to be preserved) c. Wetland locations if applicable. 2 . Concept (site) plan. 3 . Text summary of concept plan: a. Land area devoted to residential use, open space, parking, etc. 5775 Wayzata Blvd. • Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 t • • Mr. Jack Krongard 26 July 1994 Page Two 4. Phasing plan if applicable. 5. Copy of restrictive covenants, conditions and restrictions to be recorded against the property, including statement relating to maintenance of common open space. 6. Schematic, drainage and utility plans. 7. Traffic analysis (analysis from Washington County regarding impacts, if any, to Osgood Avenue) . 8 . Floor plans, building elevations, and exterior wall finishes for all building styles. Development Plan As part of forthcoming "development plan" following additional submissio s will benecessary f the PUD, the 1. Final plat drawing (assuming private ownership of dwelling units) . 2 . Specific location dimensions of all curb cuts, parking stalls, etc. 3 . Landscaping plan. 4. Grading and drainage plan. 5. Property legal description. 6. Lighting and signage plans. 7. Tree preservation plan. 8. Solid waste disposal procedures and provisions. 9 . Erosion control plan. 10. Snow removal plan. Please note that the Zoning Ordinance does enable the City Council to require additional submissions if deemed necessary and applicable to the project. 411 410 Mr. Jack Krongard 26 July 1994 Page Three Final Plan The "final plan" stage of the PUD basically involves the submission of all finalized plans (i.e. , engineering plans, architectural working drawings, plan agreements, etc. ) . For further reference I have attached a copy of Section 401. 14 of the City's Zoning Ordinance which fully specifies PUD submission requirements for all stages. If you have any questions or comments regarding this material, please do not hesitate to call . Sincerely, NORTHWEST ASSOCIATED CONSULTANTS, INC. Scott D. Richards Senior Planner pc: LaVonne Wilson Joe Anderlik • • 1 �q Northwest s Associated Consultants , Inc . C URBAN PLANNI HG . DESIGN . MARKET RESEARCH MEMORANDUM TO: Oak Park Heights Mayor and City Council FROM: Scott Richards DATE: 21 July 1994 RE: Oak Park Heights - Krongard FILE NO: 798.02 - 94 . 05 Please be advised that the information required for concept plan consideration of the Krongard proposal on Osgood/57th and 58th Streets has not been received by the City. As a result, we recommend that the public hearing scheduled for 25 July be opened, public comments taken, and then continued until the next City Council meeting scheduled for 8 August 1994. We anticipate that the information will be provided by the applicant in a timely manner in order to prepare engineering and planning reports for the next meeting. For your information, please find the sketches and narrative submitted with the application to provide background on this request. pc: LaVonne Wilson Mark Vierling Joe Anderlik Jack Krongard • 11 n,1 5775 Wayzata Blvd.• Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 • 111 • KRONGARll CONSTRUCTION COMPANY 14791 60TH STREET NORTH, SUITE 2 STILLWATER, MINNESOTA 55082 PHONE: (612) 430-2314 • FAX: (612) 430-3921 PROPOSED-LAND DEVELOPMENT EAST OF OSGOOD All areas are properly zoned and lot sites are sized per Oak Park Heights zoning requirements. 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()P..Si`-' vl-''' `',. 4It' Ar.-.) •!!,;t: .. - • ;.1"' !,....:•. 5-•;::: 89.Q5 ' 59C):vij 142 8211 ( 1 c. -.• - - - ."--thid—,..$ ------ ‘----:-----.1---------- t,-7 ,...,... 41. vc.. „..,:t. . •,,,..:„. • , 1 . AftA 1. 1\1 rot ,I. 1I. \ .."-.2- 5 0 . F •,E,T4 • . • • . 1;st '9( 1•:•,.0..! 0...;:. • • 0.1% all • Affidavit of Publication THE COURIER STATE OF MINNESOTA )ss. COUNTY OF WASHINGTON Robert P.Liberty,being duly sworn,on oath says that he Is the publisher or authorized agent and employee of the publisher of the newspaper known as The Courier,and has full knowledge of the facts which are stated below: (A) The newspaper has complied with all of the requirements constituting qualification as a qualified newspaper,as provided by Minnesota Statue 33tA.02,331A.07,and other applicable laws,as amended. The Courier News, July 14, 1994 CITY OF OAK PARK HEIGHTS NOTICE OF PUBLIC HEARING (B) The printedCITY OF OAK PARK HEIGHTS PLANNED UNIT DEVELOPMENT NOTICE OF PUBLIC HEARING WASHINGTON COUNTY. MINNESOTA NOTICE IS HEREBY GIVEN, that the City PLANNED UNIT DEVELOPMENT Krongard Council of the City of Oak Park Heights,Wash- ington Co.,MN,shall conduct a public hearing Monwhich is attached was cut from the columns of said newspaper,and was printed and published oncem.or as soon City Hall,ay,July 25,1�9 m St.,at 7:30 to to be held at thereafter as time each week,for 14168 N. 57th St., to consider a successive weeks;It was first published on-- urSdai. the 14th Planned Unit Development request submitted by Jack Krongard. day of x113'.. 19 94 and was thereafter printed and published on every to The real property affected by said applica- tion is legally described as follows,to-wit: and including the ----day of ,19 ;and printed below Is a copy of the lower Tracts -D-E&I,Registered Land Sur case alphabet from A to Z,both inclusive,which is hereby acknowledged as being the size and kind of Proponents and opponents shall be heard at this time. type used In the composition and publication of the lice: Dated this 7th day of July,1994. BY ORDER OF THE CITY COUNCIL. / / Vonne Wilson abcdefghi)kimnopgrstwwxyz City Administrator/Treasurer BY: - • - '" ._�.. 7/14/94 TiiLE:Publisher Subscn'ged and sworn to before me on this --1-L-1-----day- of 19 '• AAAAAA.AAAAA �:. SUSAN C. FREDRICKSEN Notary Public-Minnesota .; Washington County Notary Pubno Commission Expires 9/18/96 'I`Ti'Y'r'�Ii►r► RATE INFORMATION (1)Lowest classified rate paid by corn- /\ �_-1 • U merdal users for comparable space. . . (2)Maximum rate allowed by law for the (Line,word,or Ftdt ) above matter (lk�. (3)Rate actually charged for the above 'wordor matter 9- (Une,word,«ince rate) Received Payment 19 The Courier • By 411 411 CITY OF OAK PARK HEIGHTS 14168 N. 57th St. - P.O. Box 2007 Oak Park Heights, MN 55082 NOTICE TO PROPERTY OWNERS A public hearing has been scheduled at the Qak Park Heights City Hall, 14168 N. 57th S t. on Monday, July 25 , 1994 at 7:30 p.m. The purpose of the hearing is to consider development request application (s) for the property located at: Tracts C-D-E & I Registered Land Survey #69 The request(s) being considered is/are checked and identified below: Rezoning Subdivision Conditional Use Permit Variance t XX Planned Unit Development 'lb erect town hones and twin homes. / o'I c, I For more information on the development request, please contact La Vonne Wilson, City Administrator at 439-4439 during regular 1 office hours. • CITY OF iAtly OAK PARK HEIGHTS A MINNESOTA STAR CITY July 7, 1994 The Courier 126 So . Second St . Stillwater , MN 55082 Gentlemen: Please publish the following July 14, 1994: NOTICE OF PUBLIC HEARING PLANNED UNIT DEVELOPMENT CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY, MINNESOTA NOTICE IS HEREBY GIVEN, that the City Council of the City of Oak Park Heights, Washington Co . , MN, shall conduct a public hearing Monday, July 25, 1994 at 7:30 p .m. or as soon thereafter as time permits. Hearing to be held at City Hall , 14168 N. 57th St . , to consider a Planned Unit Development request submitted by Jack Krongard . The real property affected by said application is legally described as follows , to-wit : Tracts C-D-E & I , Registered Land Survey #69 Proponents and opponents shall be heard at this time. Dated this 7th day of July, 1994. BY ORDER OF THE CITY COUNCIL. c).2mwft.s.,1014m4,4"-mgoAD • LaVonne Wilson o'*' City Administrator/Treasurer 14168 North 57th Street • Box 2007 • Oak Park Heights, Minnesota 55082-2007 Phone: 612-439-4439 • Fax: 612-439-0574 r , GTO/y C � � WAS INGTON COUN,Y Larry S. Nybeck, P.L.S. County Surveyor \�G_'" .-,._qi- SURVEYOR'S OFFICE Jay B. Krafthefer, P.L.S. i�—s. "Survey and Land Information" G.I.S. Manager 2��SrRv'PR°eeESS� GOVERNMENT CENTER • 14900 61ST STREET NORTH•STILLWATER,MINNESOTA 55082 Bruce W. Skipton, P.L.S. Facsimile Machine(612)430-6245 Office(612)430-6875 Survey&Graphics Coordinator July 5, 1994 q� • 4 Krongard Construction 14791 60th Street Parcel Search File No. 94123 j '1 -)Stillwater, MN 55082 Total Searches : 116 il ,1 SUBJECT : PARCEL SEARCH REQUEST DATED: June 24 1994 Enclosed is a list of owner names and addresses for parcels which are located within a radius of 30�et of : 61341-2100, 2150, 2200, 2400 Description: Registered Land Survey #69 Tract C, D, E, & I City of Oak Park Heights Postage/Fax: Fax: $ 0 . 00 Labels : $ 0 . 00 Parcel Search Fee : $ 11. 00 Applicable for searches over 25 : $ 50 . 00 TOTAL PARCEL SEARCH FEE DUE: 06 . 50 Paid 06/24/94 $106.50 - PARCEL SEARCH BALANCE DUE $ 5 50 $ 56 . 50 Total payment is due upon receipt of completed parcel search. Parcel searches are non-taxable . This information was compiled from Washington County Surveyor maps and County Assessor data files. The County Surveyor' s Office is not responsible for any inaccuracies in the information relied upon. Sincerely, i76e..e.;--el • .c�k: Lucia A. Roberts Office Coordinator I /,P)1 Enclosure 1a • s$010k C 411- Printed on Recycled Paper AN EQUAL EMPLOYMENT OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYERilk il • TIIP 07/05/94 8 :45 AM Pagel GEOCODE: 04-29-20-11-0001 HOLIDAY STATION STORES INC PIN : 600042000 P 0 BOX 1224 4567 WEST 80TH ST MINNEAPOLIS MN 554400000 GEOCODE: 04-29-20-11-0003 ✓ GREENBRIER PARTNERS PIN : 600042050 8300 NORMAN CTR DR-STE .1170 ATTN:R GREILING MINNEAPOLIS MN 554370000 GEOCODE: 04-29-20-11-0010 ✓ SWAGER NORRIS M & NORVIN L PIN : 600042300 P 0 BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0013 1 WASHINGTON COUNTY HOUSING & PIN : 612002000 REDEVELOPMENT AUTHORITY INC 321' BROADWAY AVE ST PAUL PARK MN 550710000 GEOCODE: 04-29-20-11-0014 ✓ CHURCH OF GOD PIN : 613412000 BOX 222 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0015 1 STILLWATER ASSEMBL PIN : 613412050 BOX 222 STILLWATER MN 550820000 • 07/05/94r 8 :45 AM • • Page2 GEOCODE: 04-29-20-11-0017 U STILLWATER ASSEMBL PIN : 61341,2105 5805 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0020 BREKKE MORRIS A TRUSTEE PIN : 613412300 C/ 2353 3D MARIPOSA W LAGUNA HILLS CA 926530000 GEOCODE: 04-29-20-11-0021 OLSEN CAROL E. & NEIL C . PIN : 614402000 C/O NEIL OLSEN 6504 CHEROKEE TR EDINA MN 554390000 GEOCODE: 04-29-20-11-0022 /SWAGER BROS INC PIN : 614412000 PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0023 TRENDA CARL S PIN : 614412050 14861 N 58TH ST A-1 OAK PARK HEIGHTS MN 550820000 °7k,3= GEOCODE: 04-29-20-11-0024 4/PETERSON WILLIAM V PIN : 614412100 2413 OAKRIDGE RD STILLWATER MN 550825301 07/05/94` 8:45 AM S ' • Page3 GEOCODE: 04-29-20-11-0025 ✓ MURTHA FRANCIS J PIN .: 614412150 14861 58TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0026 1/'' GEYER EILEEN M & WALLACE W PIN : 614412200. ROUTE #1 BOX #141 MONTGOMERY MN 560690000 GEOCODE: 04-29-20-11-0027V MOFFIT MICHAEL P & CLAUDIA J PIN : 614412250 300 2ND ST Owners MARINE ON ST CROIX MN 550470000 Contract Purchasers PONATH PAULINE C V14861 58TH ST N #B-1 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0028 PETERSON WILLIAM V PIN 614412300 V 2413 OAKRIDGE RD STILLWATER MN 550825301 GEOCODE: 04-29-20-11-0029 4 SIGSTAD STEVEN A PIN : 614412350 14420 259TH ST LINDSTROM MN 550450000 go GEOCODE: 04-29-20-11-0030 ' TOMASZEK WALTER ,: &: KATHRYN PIN : 614412400 00806 HARRIET DR S STILLWATER MN 550820000 07/05/94 8:45 AM . • • Page4 GEOCODE: 04-29-20-11-0031 PIN 614422000 • �SWAGER BROS INC • ' PO BOX •2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0040 PIN : 614432000 v/ O PO R BROS INC PBOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0041 / PIN : 614432050 v VANCE MARGARET A 2741 HADLEY AVE N OAKDALE MN 551280000 GEOCODE: 04-29-20-11-0042 ✓ PIN : 614432100 THATCHER THOMAS W 14821 58TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0043 PIN : 614432150 ERLITZ LORRAINE L 1821``N 58TH ST *-UNIT' A,3 OAK PARK HEIGHTS MN v ' AA l' 550820000 M , GEOCODE: 04-29-20-11-0044 PIN : 614432200 REGIS DEBBIE MARIE. 911 S 7TH ST STILLWATER MN 07/05/94 8:45 AM 4 Pages 550825704 GEOCODE: 04-29-20-11-0045 tt / FISCHER JAMES L & JEANETTE S PIN : 614432250 V 12360 75TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0046 DORNFELD THOMAS L PIN : 614432300 ✓ 212 W WILLARD ST STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0047 AVISE KEITH L & VANDER VORS PIN : 614432350 ✓ PO BOX 208 RIVER FALLS WI 540220000 GEOCODE: 04-29-20-11-0048 KUKER ALENA R PIN : 614432400 14821 58TH ST N OAK PARK HGTS MN 550820000 • GEOCODE: 04-29-20-11-0049 MIDAMERICA BANK . PIN : 610972000244 YFAIRVIEW AVE N•t ` ' ROSEVILLE MN cad,,. ftx} '+ 551130000 GEOCODE: 04-29-20-11-0050 " VALVOLINE INSTANT .OIL; CHANGE PIN : 610972050 INC-DIV OF ASHLAND OIL` INC 07,/05/94 8 :45 AM • • Page6 11 301 E MAIN ST LEXINGTON KENTUCKY 405070000 • GEOCODE: 04-29-20-14-0015 HANSEN ALLAN R PIN : 601622000 11/ 14774 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0016 CLEMINGS LORI ANN PIN : 601622050 1,/' 14786 56TH ST STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0017LUDWIG ROBERT M & JEAN A PIN : 601622100 v 14798 56TH ST N STILLWATER MN 550820000 • GEOCODE: 04-29-20-14-0018 / SCHWARTZBAUER BRUCE D & PIN : 601622150 MARGARET 14808 N 56TH ST OAK. PARK HTS MN 550820000 GEOCODE: 04-29-20-14-0019COON`ERIC N & DENISE0,P PIN : 601622200 `� 14822 `56TH ST W' 4'_ + 4 u't, OAK PARK HEIGHTS 'MN of 1 r 11 ,a 550820000 GEOCODE: 04-29-20-14-0020 t1 BRANDL MARGARET A • • 07/05/94 8 :45 AM • Page7 PIN • : 601622250 14836 56TH ST N W OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0021 BIERL TODD K & JULIE K PIN : 601622300 1/ 14850 56TH ST N • OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0022 ROSSI SYLVIA J PIN : 601622350 ✓ 14864 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0023 / PETERSEN FRANCIS L JR&EUNICE PIN : 601622400 V 14878 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0024 V HERZOG JERRY L & GAYLE J PIN : 601622450 5628 56TH ST CIR N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0025 �,,► STARNS MARIAN A r" PIN : 6016225(10. 5646 56TH ST CIRr. OAK PARK HEIGHTS` MN `It': .r.. 550820000 • 07/05/94 8:45 AM • Page8 GEOCODE: 04-29-20-14-0026 ✓ CIAK ROBERT J &APRIL PIN : 601622550 `''5654 56TH ST CIR N OAK PARK HEIGHTS MN 550820000 • GEOCODE: 04-29-20-14-0027 ✓ BERGER MICHAEL K & CYNTHIA A PIN : 601622600 05658 56TH ST CIR N STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0028 ✓ SCHIEBEL DAVID M & ROBIN L PIN : 601622650 5653 56TH ST CRL N OAK PARK HTS MN 550820000 GEOCODE: 04-29-20-14-0029 VWILLIAMS GEMMA T PIN : 601622700 5645 N 56TH ST CIR OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0030 GRAMENZ FREDRICK L &DEBORAH PIN : 601622750 1„,/ 5627 56TH ST CIR N STILLWATER MN 550820000 GEOCODE: 04-29-2Q-14-0031 EICHINGER JOHN Ea" PIN : 601622800 V '1490.4 56TH ST' N :OAK PARK HEIGHTS .MN 550820000 • • 07/05/94 8:45 AM • 110 Page9 GEOCODE: 04-29-20-14-0032 PIN 601622850 ` GTBSON MARJORIE K 1.,// 14918 ' 56TH ST OAK 'PARK HGTS MN 550820000 GEOCODE: 04-29-20-14-0033 PIN : 601622900 JUREK GARY T & LYNN K' v/ 14934 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0034v, JONES CHARLES E II& WENDEE J PIN : 601622950 5624 OZARK AVE N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0035 •V PILQUIST WILLIAM J & E A PIN : 601623000 5642 OZARK AVE N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0036 PIN 601623050 KLANDERMAN MICHAEL J & SEGERSTROM DIANE M 5652 OZARK AVE N OAK PARK HEIGHTS MN 550820000 GEOCODE:- 04-29-20=14-0037GO PIN : 601623100 BLE GARY L & DARLAxJn. �' 5660 '.OZARK AVE N OAK PARK HEIGHTS MN 550820000 410 07/65/94 8 :45 AM i Page10 GEOCODE: 04-29-20-14-0054 ROSSINI WILLIAM J & CHERYL A PIN : 601623950 ✓ 14773 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0055 PIN 601624000 CARR DAVID A & SHEILA A 1 14787 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0056 PETERSON MARY L PIN 601624050 1/ 14801 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0057 PIN 601624100 � QUAST ROGER E & LAINA J 14815 N 56TH ST OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0058 PIN 601624150 • O'DONNELL DENNIS C v 14829 56TH ST N OAK PARK HEIGHTS MN 550820000 4xi 43 GEOCODE: 04-29-20-14-005941 (/ SIMPSON. ANN M & KEVIN 'D 41 PIN : 601624200 14841 N 56TH ;ST STILLWATER MN 550820000 • 07/05/94 ' 8 :45 AM 410 410 Pagell GEOCODE: 04-29-20-14-0060 P1N 601624250 GREEDER JEFFREY L 14855 56TH ST OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0061 GENTER EVA R PIN : 601624300 14867 N 56TH ST STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0062 PIN 601624350 SWAGER GARY D & CYNTHIA L Owners V 07729 MINAR AVE N STILLWATER MN 550820000 Contract Purchasers WALDORF PATRICIA A & EDIN RE 14881 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0063 NELSON MARK M & KATHLEEN M PIN : 601624400 V/ 14895 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0064OLSON VICTORIA M PIN : 601624450 14909 56TH ST N OAK PARK HEIGHTSMN 550820000 • GEOCODE: 04-29-20=13-0001 I;/ HENNING WILLIAM H & RUBY M PIN : 600042500 05696 OSGOOD AVE STILLWATER N MN 550820000 • 07/05/94 8:45 AM • Page13 • GEOCODE: 04-29-20-13-0012 OAK PARK PARTNERS PIN : 601602150 / C/O WATSON CENTERS INC ✓ 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 GEOCODE: 04-29-20-13-0053 ,/ PRZYBYLSKI DANIEL J & LYNN C PIN : 614573050 14691 UPPER 56TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0062 JENSEN LEO F PIN : 614592200 ✓ 14694 55TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0063 1WITT TIMOTHY I PIN : 614592250 V 5600 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0064 ' HOLST GARY L & JUDY `L PIN : 614592260 X14708; 55TH ST N OAK PARK HEIGHTS MN 550820000 Wf GEOCODE: 04-29-20-13-0065 KING ROBERT L PIN 614592310 14715 55TH ST N STILLWATER MN. 550820000 07/05/94 8 :45 AM Page14 GEOCODE: 04-29-20-14-0074 / KALINOFF FREDERICK P JR&PATR PIN : 614402100 v 00108 LAKESIDE DR STILLWATER MN 550820000 • GEOCODE: 04-29-20-14-0075 SWAGER BROS INC PIN : 614442000 p/ PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0076 PETERSON RICHARD E & JOSEPH' PIN : 614442050 / 14820 57TH ST N A-1 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0077 / PERLT RONALD W PIN : 614442100 V 6211 ST CROIX TR NO STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0078 PETERSON EDNA M PIN : 614442150 i / ;,14820 57TH ST N 4/ APT A-3 OAK PARK HEIGHTS MN 550820000 II GEOCODE: 04-29-20-14-0079 STANOCH KAREN M PIN : 614442200 14820 57TH ST N STILLWATER MN • III 111 07/05/94 8 :45 AM Pagel5 550820000 GEOCODE: 04-29-20-14-0080 CHIAL BEATRICE A PIN : 614442250 14820 57TH ST N Owners OAK PARK HGTS MN 550820000' Contract Purchasers MICHAEL BRIAN T ✓ 14820 57TH ST N -B1 STILLWATER MN 550820000 • GEOCODE: 04-29-20-14-0081 PETERSON TIMOTHY G PIN : 614442300 / 2STILLWATER255 PINEHURST LN V MN 550820000 GEOCODE: 04-29-20-14-0082DIXON ALBERT W & ALICE PIN : 614442350 " 14820 N 57TH ST-#3 Owners OAK PARK HEIGHTS MN 550820000 Contract PurchasersMICHAEL BRIAN T & LORI J V 114 S 3RD ST -#6 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0083 MASLOWSKI LAWRENCE M &LAURI PIN : 614442400 V A &DAWN M SANDAHL • Owners 15056 N 63RD ST OAK PARK HEIGHTS MN 550820000 Contract Purchasers / ENTWISTLE DELBERT G&CATHERIN V 1482057TH ST N #B-4 STILLWATER MN • 550820000 GEOCODE: 04-29-20-14-0084 ✓SWAGER BROS INC PIN : 614452000 PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0085 ,r'""GRAMENZ MARY JO PIN : 614452050 5725 OSMAN AVE -UNIT 1 III • 07/05/94 8 :45 AM . Pagel6 ' v STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0086 CHARLSEN KEVIN J PIN : 614452100 i 5725 OSMAN AVE N -UNIT B4 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0087 SWANSON RICHARD K PIN : 614452150 5725 N OSMAN AVE C#3 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0088 �, 57LLUHNOFAABIANAVF F & MARY A PIN : 614452200 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0089GRAANEOSZ�RY JOE -UNIT 1 PIN : 614452250 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0090 DALLUHN FABIAN F & MARY A PIN : 614452300 5725 N OSMAN AVE STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0091 V SWANSON RICHARD K 07/05/9.4 8 :45 AM 110 Page17 PIN ' : 614452350 5725 N OSMAN AVE -./ C#3 STILLWATER MN 550820000 • GEOCODE: 04-29-20-14-0092 CHARLSEN KEVIN J PIN : 614452400 5725. OSMAN AVE N -UNIT B4 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0093 / MEISTER DAVID J PIN : 614422050 v 2540 HIDDEN VALLEY LANE STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0094 MAC DONALD CORNELL E PIN : 614422100 ✓ 786 2ND AVE NO BAYPORT MN 550030000 GEOCODE: 04-29-20-14-0095 MOORE ELIZABETH G PIN : 614422150 L 13945 N 23RD ST STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0096 POPOV BORIS PIN : 614422204 4099 PENFIELD CT S AFTON MN 550010000 GEOCODE: 04-29-20-14-0097 CENTRAL BANK PIN : 614422250 v 5995 OREN AVE N Owners STILLWATER MN • • / 07/05/94 8 :45 AM Page18 550820000 Contract Purchasers FERGUSON RUSTY J 14841 58TH ST N-APT B1-BLD 3 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0098 / STANOCH KAREN M PIN 614422300 14820 57TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0099 COLLINS ANNA F PIN : 614422350 I' 14841 58TH ST N APT B-3 STILLWATER MN 550820000 • GEOCODE: 04-29-20-14-0100 ORTMAN JOEL D PIN : 614422400 ✓ 12165 PARADE AVE STILLWATER MN 550820000 GEOCODE: 03-29-20-22-0002 NORTHERN STATES POWER PIN : 600034800 PROPERTY TAX DEPT -2ND FL 414 NICOLLET MALL MINNEAPOLIS MN 554010000 GEOCODE: 03-29-20-24-0002 r/ CITY OF OAK PARK HEIGITS` PIN : 600034500 14168 N 57TH ST POBOX 2007 STILLWATER MN 550822007 •07/05/9N4 ' 8 :45 AM 111 Pagel9 GEOCODE: 04-29-20-14-0038MITCHELL SUSAN M&TENNEY JEFF PIN : 601623150 ' REY W 5649 OZARK OAK PARK HEIGHTS MN 550820000 • GEOCODE: 04-29-20-14-0039 BOULLT WILLIAM F & DEBORAH D PIN : 601623200 05633 OZARK AVE d STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0032 FINNEMAN VAL W & KAREN PIN : 601604000 V 715 S 6TH ST Owners STILLWATER MN 550820000 Contract Purchasers FINNEMAN ELMO C&CLAUDIA L.E v715 S .6TH ST STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0033 WITT TIMOTHY I PIN : 601604050 L/ 5600 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0034 MCLEAN BRUCE C PIN : 601604100 V 5632 OSGOOD AVE STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0035 .HAYNES SHARON A PIN : 601604150 t/ 5648 OSGOOD AVE N STILLWATER MN 550820000 07/05/94 8 :45 AM Page20 GEOCODE: 04-29-20-12-0012 CENTRAL BANK PIN : 614012100 1/ 5995 OREN AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-12-0016 ST CROIX CAR WASH INC PIN : 614012800 ,y 5900 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-12-0017 OAK PARK PARTNERS PIN : 614022150 V C/O WATSON CENTERS INC Owners 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 Contract Purchasers V' WATSON CENTERS INC C/O WATSON CENTERS INC 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 GEOCODE: 04-29-20-12-0019 OAK PARK PARTNERS PIN : 614022250 C/O WATSON CENTERS INC Owners it 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 Contract Purchasers WATSON CENTERS INC C/O WATSON CENTERS INC V 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 There were 116 parcels searched in this request . •, `` • 111 Pagel 07/05/94 8 :45 AM GEOCODE: 04-29-20-11-0001 HOLIDAY STATION STORES INC PIN : 600042000 P 0 BOX 1224 4567 WEST 80TH ST 554400000 MINNEAPOLIS MN GEOCODE: 04-29-20-11-0003 GREENBRIER PARTNERS PIN : 600042050 8300 NORMAN CTR DR-STE 1170 ATTN:R GREILING 554370000 MINNEAPOLIS MN GEOCODE: 04-29-20-11-0010 SWAGER NORRIS M & NORVIN L PIN 600042300 P 0 BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0013 WASHINGTON COUNTY HOUSING & PIN : 612002000 REDEVELOPMENT AUTHORITY INC 321 BROADWAY AVE 550710000 ST PAUL PARK MN GEOCODE: 04-29-20-11-0014 CHURCH OF GOD PIN : 613412000 BOX 222 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0015 STILLWATER ASSEMBL PIN : 613412050 BOX 222 STILLWATER MN 550820000 „/ r� 1 7, ,7 . IIIi Page2 07/05/94 8 :45 AM GEOCODE: 04-29-20-11-0017 STILLWATER ASSEMBL PIN : 613412105 5805 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0020 BREKKE MORRIS A TRUSTEE PIN : 613412300 2353 3D MARIPOSA W LAGUNA HILLS CA 926530000 GEOCODE: 04-29-20-11-0021 OLSEN CAROL E & NEIL C PIN : 614402000 0/0 NEIL OLSEN 6504 CHEROKEE TR EDINA MN 554390000 GEOCODE: 04-29-20-11-0022 SWAGER BROS INC PIN : 614412000 PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0023 TRENDA CARL S PIN : 614412050 14861 N 58TH ST A-1 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0024 PETERSON WILLIAM V PIN : 614412100 2413 OAKRIDGE RD STILLWATER MN 550825301 07/05/94 8 :45 AM i III Page3 GEOCODE: 04-29-20-11-0025 MURTHA FRANCIS J PIN : 614412150 14861 58TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0026 GEYER EILEEN M & WALLACE W PIN : 614412200 ROUTE #1 BOX #141 MONTGOMERY MN 560690000 GEOCODE: 04-29-20-11-0027 MOFFIT MICHAEL P & CLAUDIA J PIN : 614412250 300 2ND ST Owners MARINE ON ST CROIX MN 550470000 Contract Purchasers PONATH PAULINE C 14861 58TH ST N #B-1 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0028 PETERSON WILLIAM V PIN : 614412300 2413 OAKRIDGE RD STILLWATER MN 550825301 GEOCODE: 04-29-20-11-0029 SIGSTAD STEVEN A PIN : 614412350 14420 259TH ST LINDSTROM MN 550450000 GEOCODE: 04-29-20-11-0030 TOMASZEK WALTER .D & KATHRYN PIN : 614412400 00806 HARRIET DR S STILLWATER MN 550820000 III07/05/94 8:45 AM S Page4 GEOCODE: 04-29-20-11-0031 SWAGER BROS INC PIN : 614422000 PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0040 SWAGER BROS INC PIN : 614432000 PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0041 VANCE MARGARET A PIN : 614432050 2741 HADLEY AVE N OAKDALE MN 551280000 GEOCODE: 04-29-20-11-0042 THATCHER THOMAS W PIN : 614432100 14821 58TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0043 ERLITZ LORRAINE L PIN : 614432150 14821 N 58TH ST -UNIT A3 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-11-0044 REGIS DEBBIE MARIE PIN : 614432200 911 S 7TH ST STILLWATER MN 110 411 07/05/94 8 :45 AM Page5 550825704 GEOCODE: 04-29-20-11-0045 FISCHER JAMES L & JEANETTE S PIN : 614432250 12360 75TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0046 DORNFELD THOMAS L PIN : 614432300 212 W WILLARD ST STILLWATER MN 550820000 GEOCODE: 04-29-20-11-0047 AVISE KEITH L & VANDER VORS PIN : 614432350 PO BOX 208 RIVER FALLS WI 540220000 GEOCODE: 04-29-20-11-0048 KUKER ALENA R PIN : 614432400 14821 58TH ST N OAK PARK HGTS MN 550820000 GEOCODE: 04-29-20-11-0049 MIDAMERICA BANK PIN : 610972000 2440 FAIRVIEW AVE N ROSEVILLE MN 551130000 GEOCODE: 04-29-20-11-0050 VALVOLINE INSTANT OIL CHANGE PIN : 610972050 INC-DIV OF ASHLAND OIL INC 411 411 07/05/94 8 :45 AM Page6 301 E MAIN ST LEXINGTON KENTUCKY 405070000 GEOCODE: 04-29-20-14-0015 HANSEN ALLAN R PIN : 601622000 14774 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0016 CLEMINGS LORI ANN PIN : 601622050 14786 56TH ST STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0017 LUDWIG ROBERT M & JEAN A PIN : 601622100 14798 56TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0018 SCHWARTZBAUER BRUCE D & PIN : 601622150 MARGARET 14808 N 56TH ST OAK PARK HTS MN 550820000 GEOCODE: 04-29-20-14-0019 COON ERIC N & DENISE P PIN 601622200 14822 56TH ST W OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0020 BRANDL MARGARET A 411 07/05/94 8 :45 AM • Page7 PIN : 601622250 14836 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0021 BIERL TODD K & JULIE K PIN : 601622300 14850 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0022 ROSSI SYLVIA J PIN : 601622350 14864 56TH ST N OAK PARK HEIGHTS MN 550820000 ,44. 6 ;ck 931 GEOCODE: 04-29-20-14-0023 PETERSEN FRANCIS L JR&EUNICE PIN 601622400 14878 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0024 HERZOG JERRY L & GAYLE J PIN : 601622450 5628 56TH ST CIR N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0025 STARNS MARIAN A PIN : 601622500 5646 56TH ST CIR OAK PARK HEIGHTS MN 550820000 111 411 07/05/94 8 :45 AM Page8 GEOCODE: 04-29-20-14-0026 CIAK ROBERT J & APRIL PIN : 601622550 5654 56TH ST CIR N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0027 BERGER MICHAEL K & CYNTHIA A PIN : 601622600 05658 56TH ST CIR N STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0028 SCHIEBEL DAVID M & ROBIN L PIN : 601622650 5653 56TH ST CRL N OAK PARK HTS MN 550820000 GEOCODE: 04-29-20-14-0029 WILLIAMS GEMMA T PIN : 601622700 5645 N 56TH ST CIR OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0030 GRAMENZ FREDRICK L &DEBORAH PIN : 601622750 5627 56TH ST CIR N STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0031 EICHINGER JOHN E PIN : 601622800 14904 56TH ST N OAK PARK HEIGHTS MN 550820000 411 07/05/94 8 :45 AM Page9 GEOCODE: 04-29-20-14-0032 GIBSON MARJORIE K PIN : 601622850 14918 56TH ST OAK PARK HGTS MN 550820000 GEOCODE: 04-29-20-14-0033 JUREK GARY T & LYNN K PIN : 601622900 14934 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0034 JONES CHARLES E II& WENDEE J PIN : 601622950 5624 OZARK AVE N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0035 PILQUIST WILLIAM J & E A PIN : 601623000 5642 OZARK AVE N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0036 KLANDERMAN MICHAEL J & PIN : 601623050 SEGERSTROM DIANE M 5652 OZARK AVE N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0037 GOBLE GARY L & DARLA J PIN : 601623100 5660 OZARK AVE N OAK PARK HEIGHTS MN 550820000 07/05/94 8 :45 AM S 411 Page10 GEOCODE: 04-29-20-14-0054 ROSSINI WILLIAM J & CHERYL A PIN : 601623950 14773 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0055 CARR DAVID A & SHEILA A PIN : 601624000 14787 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0056 PETERSON MARY L PIN : 601624050 14801 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0057 QUAST ROGER E & LAINA J PIN : 601624100 14815 N 56TH ST OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0058 O'DONNELL DENNIS C PIN 601624150 14829 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0059 SIMPSON ANN M & KEVIN D PIN : 601624200 14841 N 56TH ST STILLWATER MN 550820000 411 07/05/94 8 :45 AM Pagell GEOCODE: 04-29-20-14-0060 GREEDER JEFFREY L PIN : 601624250 14855 56TH ST OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0061 GENTER EVA R PIN : 601624300 14867 N 56TH ST STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0062 SWAGER GARY D & CYNTHIA L PIN : 601624350 07729 MINAR AVE N Owners STILLWATER MN 550820000 Contract Purchasers WALDORF PATRICIA A & EDIN RE 14881 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0063 NELSON MARK M & KATHLEEN M PIN : 601624400 14895 56TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0064 OLSON VICTORIA M PIN : 601624450 14909 56TH ST N OAK PARK HEIGHTS MN 550820000 • GEOCODE: 04-29-20-13-0001 HENNING WILLIAM H & RUBY M PIN : 600042500 05696 OSGOOD AVE N STILLWATER MN 550820000 07/05/94 8 :45 AM 411 • Page12 GEOCODE: 04-29-20-13-0002 HENNING WILLIAM H & RUBY M PIN : 600042550 05696 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0007 EARDLEY ROBERT E & MARION L PIN : 600042850 05616 OSGOOD AVE N OAK PARK HTS MN 550820000 GEOCODE: 04-29-20-13-0008 OLSON VICTOR LARRY & HELEN M PIN : 600042900 14703 UPPER 56TH ST N OAK PARK HTS MN 550820000 GEOCODE: 04-29-20-13-0009 COLER WILLARD L & SANDRA N PIN : 601602000 05675 OREN AVE N OAK PARK HTS MN 550820000 GEOCODE: 04-29-20-13-0010 MORENCY BERNARD W JR & JUDIT PIN : 601602050 05691 OREN AVE N OAK PARK HGTS MN 550820000 GEOCODE: 04-29-20-13-0011 JESSUP KENNLYN S PIN : 601602100 5711 OREN AVE STILLWATER MN 550820000 07/05/94 8 :45 AM • Pagel3 GEOCODE: 04-29-20-13-0012 OAK PARK PARTNERS PIN : 601602150 C/O WATSON CENTERS INC 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 GEOCODE: 04-29-20-13-0053 PRZYBYLSKI DANIEL J & LYNN C PIN : 614573050 14691 UPPER 56TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0062 JENSEN LEO F PIN : 614592200 14694 55TH ST N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0063 WITT TIMOTHY I PIN : 614592250 5600 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0064 HOLST GARY L & JUDY L PIN : 614592260 14708 55TH ST N OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-13-0065 KING ROBERT L PIN : 614592310 14715 55TH ST N STILLWATER MN. 550820000 111 07/05/94 8:45 AM • Pagel4 GEOCODE: 04-29-20-14-0074 KALINOFF FREDERICK P JR&PATR PIN : 614402100 00108 LAKESIDE DR STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0075 SWAGER BROS INC PIN : 614442000 PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0076 PETERSON RICHARD E & JOSEPHI PIN : 614442050 14820 57TH ST N A-1 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0077 PERLT RONALD W PIN : 614442100 6211 ST CROIX TR NO STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0078 PETERSON EDNA M PIN : 614442150 14820 57TH ST N APT A-3 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0079 STANOCH KAREN M PIN : 614442200 14820 57TH ST N STILLWATER MN 07/05/94 8 :45 AM • • Pagel5 e15 550820000 GEOCODE: 04-29-20-14-0080 CHIAL BEATRICE A PIN : 614442250 14820 57TH ST N Owners OAK PARK HGTS MN 550820000 Contract Purchasers MICHAEL BRIAN T 14820 57TH ST N -B1 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0081 PETERSON TIMOTHY G PIN : 614442300 2255 PINEHURST LN STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0082 DIXON ALBERT W & ALICE PIN : 614442350 14820 N 57TH ST-#3 Owners OAK PARK HEIGHTS MN 550820000 Contract Purchasers MICHAEL BRIAN T & LORI J 114 S 3RD ST -#6 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0083 MASLOWSKI LAWRENCE M &LAURI PIN : 614442400 A &DAWN M SANDAHL Owners 15056 N 63RD ST OAK PARK HEIGHTS MN 550820000 Contract Purchasers ENTWISTLE DELBERT G&CATHERIN 14820 57TH ST N #B-4 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0084 SWAGER BROS INC PIN : 614452000 PO BOX 2060 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0085 GRAMENZ MARY JO PIN : 614452050 5725 OSMAN AVE -UNIT 1 111 411 07/05/94 8 :45 AM Pagel6 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0086 CHARLSEN KEVIN J PIN : 614452100 5725 OSMAN AVE N -UNIT B4 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0087 SWANSON RICHARD K PIN : 614452150 5725 N OSMAN AVE C#3 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0088 DALLUHN FABIAN F & MARY A PIN : 614452200 5725 N OSMAN AVE STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0089 GRAMENZ MARY JO PIN : 614452250 5725 OSMAN AVE -UNIT 1 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0090 DALLUHN FABIAN F & MARY A PIN : 614452300 5725 N OSMAN AVE STILLWATER MN 550820000 GEOCODE: • 04-29-20-14-0091 SWANSON RICHARD K 111 411 07/05/94 8 :45 AM Pagel7 PIN : 614452350 5725 N OSMAN AVE C#3 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0092 CHARLSEN KEVIN J PIN : 614452400 5725 OSMAN AVE N -UNIT B4 OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0093 MEISTER DAVID J PIN : 614422050 2540 HIDDEN VALLEY LANE STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0094 MAC DONALD CORNELL E PIN : 614422100 786 2ND AVE NO BAYPORT MN 550030000 GEOCODE: 04-29-20-14-0095 MOORE ELIZABETH G PIN : 614422150 13945 N 23RD ST STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0096 POPOV BORIS PIN : 614422200 4099 PENFIELD CT S AFTON MN 550010000 GEOCODE: 04-29-20-14-0097 CENTRAL BANK PIN : 614422250 5995 OREN AVE N Owners STILLWATER MN 411 • 07/05/94 8 :45 AM Pagel8 550820000 Contract Purchasers FERGUSON RUSTY J 14841 58TH ST N-APT B1-BLD 3 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0098 STANOCH KAREN M PIN 614422300 14820 57TH ST N STILLWATER MN 550820000 • GEOCODE: 04-29-20-14-0099 COLLINS ANNA F PIN : 614422350 14841 58TH ST N APT B-3 STILLWATER MN 550820000 GEOCODE: 04-29-20-14-0100 ORTMAN JOEL D PIN : 614422400 12165 PARADE AVE STILLWATER MN 550820000 GEOCODE: 03-29-20-22-0002 NORTHERN STATES POWER PIN : 600034800 PROPERTY TAX DEPT -2ND FL 414 NICOLLET MALL MINNEAPOLIS MN 554010000 GEOCODE: 03-29-20-24-0002 CITY OF OAK PARK HEIGHTS PIN : 600034500 14168 N 57TH ST PO BOX 2007 STILLWATER MN 550822007 07/05/94 8 :45 AM S IIM Page19 GEOCODE: 04-29-20-14-0038 MITCHELL SUSAN M&TENNEY JEFF PIN : 601623150 REY W 5649 OZARK OAK PARK HEIGHTS MN 550820000 GEOCODE: 04-29-20-14-0039 BOULLT WILLIAM F & DEBORAH D PIN : 601623200 05633 OZARK AVE STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0032 FINNEMAN VAL W & KAREN PIN : 601604000 715 S 6TH ST Owners STILLWATER MN 550820000 Contract Purchasers FINNEMAN ELMO C&CLAUDIA L.E 715 S 6TH ST STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0033 WITT TIMOTHY I PIN : 601604050 5600 OSGOOD AVE N STILLWATER MN 550820000 • GEOCODE: 04-29-20-13-0034 MCLEAN BRUCE C PIN : 601604100 5632 OSGOOD AVE STILLWATER MN 550820000 GEOCODE: 04-29-20-13-0035 HAYNES SHARON A PIN : 601604150 5648 OSGOOD AVE N STILLWATER MN 550820000 07/05/94 8 :45 AM 111 Page20 GEOCODE: 04-29-20-12-0012 CENTRAL BANK PIN : 614012100 5995 OREN AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-12-0016 ST CROIX CAR WASH INC PIN : 614012800 5900 OSGOOD AVE N STILLWATER MN 550820000 GEOCODE: 04-29-20-12-0017 OAK PARK PARTNERS PIN : 614022150 C/O WATSON CENTERS INC Owners 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 Contract Purchasers WATSON CENTERS INC C/O WATSON CENTERS INC 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 GEOCODE: 04-29-20-12-0019 OAK PARK PARTNERS PIN : 614022250 C/O WATSON CENTERS INC Owners 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 Contract Purchasers WATSON CENTERS INC C/O WATSON CENTERS INC 3033 EXCELSIOR BLVD-#420 MINNEAPOLIS MN 554164676 There were 116 parcels searched in this request . ' •••••••...., , , l 1 1 LI ! (01 ' I I , 41) i ! ql , t . „...... , n \ .N. ' ,.,... ' I -•,1 , :Nsil ! , 1 0 N.1 ''''•,.1%. ,4 :....t,it 1 I 1 i 1i, k W , ••:,, 9 it 1,..s,_ tb I .9 1 \ ... ; . i );44 4,....._ ..... ; I ‘ -,-.....,..,... . ' ---T- - I 1 I 1 I ( III .........-f • 87/28/89 01:26 16124302811• KRONG(;RD CONSTRUCT. r� r u'� , r Fol . 14 ln 1,1 ii, r ilL)......J,Lis,,,i I r1; +� \,,,IjiLAr 47507 __ ;r i 1 ,;____fug Frau Na. 27 . 0 e• r.11 the , teent of dune A.U. 1 55 _ {i -r of - Pa': 2 shing&ALCouq �Ntpnesota. �,,,����,.,1p ��`'����1,�� Procoudlny N . 309 ,. C'iaMt {'CY i ' %cts.11140114.11% , i ,z' .1• A. fl '; . tee _,•• ., ti .f f 6 e• 11 7 14.0 i y � S{•i fig,.: jiZ} • e '• 1 • r ......M.. 67" )• 6504 Cherohoo Trail i ' " ''it'..t.Cit, (. -I,', , 841"4 '1106< • 1lcnnepin ,, > I, '} v 1t'i�;1.s', • Ml�uleaota i k AlQhfd, OlGGK1C�� t (�Il4E1�llWllf rWffI��: A*40,P,Iy., .••, :4152440 1 4441'1,4;12fr4"41/t 1414444.4 irt444 . /474757,i'" L'4 Id,*; ,.!f.' . { YeC E• iF[btf el'" ✓/loll l�il4r ile,ft I i 1t,'-',41.:.',. ..;;;i414i,„.:1::(:' t*i s ' i fact 1 i . .!' ill, { i h1lGIS1 if1i1D LANA ' t.i'1 i t 4. according to the plat thcraof on f 4,14oeord in the offia yof N; \\‘,„1 e•; t the hog latter of Tit lea in and for 1i • ,rCgwlty, l�itanft, ", 4o " \ • , y44.74. 4 i. 1.� f; e X C 8 P T I h ci thorifrou the A , rail iit110i It C , ti (► ) ALSO 6 X C E P T I N G tho Plat ,', �`!- H x "1 ALSO sxC8PTINC '� t+ -1 9W AL PIUai, ` 'l 4f_t\\ 1 -,i .., 0 ) i %....\i--)V\ , : 11:7" b (2)1; 1.•.1.‘.j'' \\\\!k U 1. '1'r'` , . $ - , . +�aNAat.sacca11iWk'r %'f+j'Iti ` '1?,';;; I I {. •Ili r4�Y��VO•�I�1Mi'4 "- N7i t .��••p.� r • nv!r A-d uumwrifial .. .• . :i t 2 1 ,•7'1t 144'c •- '' aa�rtp.li fpa4',nar aly. ti4.41;4:4,4„,,ad • .` llf% 4,l!•G�G�i MORkI9�A {.Li KE - '' .___ 72 i 1....0 ,t J J r 'R-171 U I I1 - n f. 1 1 16 27506 Transfer from No, 13932. Originally registered the Fourteenth day of June, A.D. 1955, Register of Titles 17, Pa•a 125, Washin.ton Count i Dote. R*G1 Tb0 - Proceeding No. 309 (A'wry or Wtsiu (iu N O aZ444,-,er4464.00# MORRIS A. BREKKE, Trustee under Declaration of Trues dated Anri1 177. 1980 6504 Cherokee Trail ..4014. City 449 Edina !�./ Hennepin 404. eilP Minnesota E:l�l�'I1��,o,B liAroD Q �iFOaiinlfe6�''Q�tim P(/Q /�Q� / �I /_ .eleiniflltGt//�drr��re r+� sirs sea ICLi,i4'!7/4 Coets+d��� 1�/✓tait%r/.AnnedOG�Gf.K�•� v Tract 0, REGISTERED LAND SURVEY No. 69,E according to the plat thereof on file end of record in the office of'the Registrar of Titles in and for Washington County, Minnesota. %T?_. \-\ V\ §1 "J p o s%, 171 • • �„dyrrt 4�d.au[x�.a��w����a�a�naess 1�:rw'and sybwes6,taArL0�a�naw£t urwlea�+rllwr w� k arod swkaist 4.a //4s ,:,p,e,�cti�. wetwolµL.0 tI. s 401ing.,�a's_•/"'iws lid aK•Jsodwrr 501:05; �', sd.kW a+ aG4dKly I. wns>o..ri., ,o^ovi4A•arw,iyow-aarakitpwoolT orae'awwGlule; eSadoteMaloh daisi 444.stwlauuuudnayuwr �'� � �oneettio^t 040/4 a10.0 . 1. .:g ots oF.r ida`` '044. s :eat syyn'a��" &a/04w. .lart d. ,.ad• ' a/paw'it.dfie rJ�tlen. 7' 4� � �,� u� drrd n 1..awvu e. coolgCak 7• •. wGi l.w�ae/.• aw;ttu..cler•sM��aru5s.6.Osl�Sfi.i.1.4"4 ". !/lir✓ll�t' rdatt• MORRIS A. BREESE ��— •-�` 72,��v r :;•`• ... - tr .__ •---_.... .......---- ---._..._....__ ------- ✓' imamcle to FOY-RL.arekka-� .� dt/ ao--,uus�ltlti • • ht NVIOSr Juste+oe bgjeCo w,Alegon4.9,a6o i a ro ,e4ond. , Aid,, • •� .°. , Twenty-secondJuly ,/.�_��.. /�,�. /t• ..t, .94,14or By (Q We 46.1:1 tic I O/PYA DOG. NO. 35095 ''g ,.-.11 G-, .1-174 C7..11 rr<uri KUrth bur veLinc lU KRUNGARD CQNST P.02 - I .-�— • 111 ' r" _.. ;11 .1 L....):„ . ,......) 28680 : �'ransfer from No.'27510. Originally r (. tered the Fourteenth day of June, A. D. 1955, :fir r 1. .f 1 Y 11' .... ®� proceeding No. 309 STATE of MINNESOTA, a744,;6744(*.gCOENTYOPWnl�u11W1'I'ON --.. .._- - r. .. .r •f u t sated Aril 17 1980 _— . _ __ ,, City Edina _ ... r 6504 Cherokee Trail ,o� ------ r rncfA�t��/,o{ifr.......____.Hennepin ,QiJtCUi ( I�,o,/ Mi nne o a _..... -__ _a5._,aief Y/filekk literIl/ F f� GY4'r'G;204/ J Tract C,',REGISTERED LAND SURV ;io. 69. according to the plat thereof on file and of record in the office 0 he Registrar of Titles in and for Washington County, Mini. EXCEPT the East 792 feet the0of, EXCEPT all that part of Tract C. Registered Land Survey No. 69, described as follows: Starting at the Northwest co, . r of said Tract C, REGISTERED LAND SURVEY No. 69 and running thence South alp fthe West line of said Tract C to the Southwe3t corner thereof`, running thence`£ast along the South line of.•sia d,Tra t\C for. Sixty (60) feet; running the,• „North on a line parell l with,the Wet line of said Tract C to a point in th'e rth line thereof,\wwli)4h p91ni,'t33.Sixty (60) • feet East of the Northwest corer of•, a d, r ct,0; rune�g.thehce West,along the North line of said Tract- or t ( `.- L.\\1\ \ }feet heNorthwest corner hof said Tract C. the place of`liebi 1\1.1 , d \ � ' ' ANDQQ \/�� 1 ; ".t71‘\\16, t � o sup-• ` o V�> —� CE T the North��1,����. .t! • h. as 92"feet thereof and f{ , c accordingto the plat thereof on file and of record the Ple (if`�S4Ct Ilii. record in the ffrlpit��� � : ;yi4trar of Titles in and for Washington County, Minnesota res::, { t i 0141 i ‘40..41:0"+kir Pr ntie'4*4'. tANIAt i:i:4,1:t,: V 14 � 1ftSip i,ti , d qiitl Ott j I. s 1,. ., f` las. a ., t ..... Hk . erav rll "woo iwsefrN y.„ • • .,�.(7.�LQ •. • ow••A rei,dit/jiv, IAi+' 3OtJ %/f �� 4 notated Va < iIy • "�riwk /s+kk ,i iY.vl.Aradog obra►dlJralonViifi4fres%'.rf ar/A4044.4$0 �r 1��,ld ,arrr <:•; i r��. osgtr+weuwns�( e re�,l�e/anaG,faaw ,fir, ,.r/, .s/e � l�%ai>y,/.%f: 6 i 0,040 ir�ar3e�i61a�i�ed n� av ..GFe/foa/dr.,.G%G: f/2 L6 44ae Z' MORRI `i: BREKKEi�,�i�, 9 7`r �taUee�i to Fay E. rekke ,ariuG,mdsr9t .rb___.._.nu hl fbt6Ssn6!8gfLeemmiv,4 , ,, , o .#4, �.aoe. Twenty-eighth?+ � LFry ..a �r44, . By / ..,5� ';',!:7, l! .. • • , .. •......i. . . .- . . . 1 . :', ,1 , •. ib' 291 i •__ i ., . • .........r.,.......„..._...c_ .41 Jr , li 1 , , ..,..„„ . _.... , ._ . ..,. . .,.. . . .:......, .. .2ranater fro% sq,Allatt OriRLoolly oiuktoiovod Os ,04 rce4gOk data(P.M. 6,L.9, 145S. .... .....- -.---..-... ......---- "21.11"41 a 11.6-111111".1216.4"4141"4""4"1"164441"-- "-----rding No. 309 -sitiNglIMP STATE a AiINNESOtt,1 AT101104 - /. .. ,...: Ss. ,7r* DoirevroWtsitioithroN —.(2/ 444,440444114, L ..; ..' CLt .........._.......... ........_.................x9Hst.i......____..........._,4414...... ..-__A34.-nalteli ... • ,. ..--..-... ........... ..m- el% Ire/............ ...V.Piltb1Slailaa ......... .....-4.4Vidaiik;41. ......-................. s.1.1.4•04:404,.//i014-J•• ("on.aikk AteeiAvAkod.....m...tiapisolAct Pod no t se .Lottooto aziasaloso...-tholz.11•41$01...- '41§.tliatlet..91 3.4 4;AtEttil,And_olit..1wiri 4A4 Assitot-t$ the euVeeer.,1 '''' ..-7-4- . . -------...-......... ., .,. • . . . 11.4/141;iikatT..'CtelkIdaf.44)C14414411/4aiiiiii416;e4414'&440fr. :t/S,41,,,e4itel.e fk.4141ArirWeriefl.ka74 ' • •1';., . Trost a. •.'.•',. .. 4.2G1SITUR LAM SUM,11Y No al•''i eccotein4 to the plot Oaring on filo sad of so *!,in iho effiCe of theNostatrot of Tattoo $6 aot$ far Woobtakstoi-46..ty. 1 / • .ii-44.- J 5.1 ir: ; "A:•;,..i. „....:., . ..,.,..•:: ,.1...-.- . ...:.,;: • . .,.,•!-: 4,41 •••,,t.i;,. •„ . 4.:.;,..,••• • ,;,.,,:,. . • •.;,,;.• .1..• . . .,,..; . .. ,.-.7, • .„,,,, • .5444.4446.0,..=4,.0.4.4.444,,,,4;a444144,44.444,,,-,„04, 40aimga.44k,tex.J........4.,,a0.4.00/44...4 .4„.• • 44:144,444a.SiancocAvigad;144:0,imi4o4i,Stiffwor SAKAI 90ki.vatioof.Siit imams+. 1.41;444.4; • - • . • 44.tweahr,•494‘;14,4fwareA4444.441.3.044S$4.46141.44:40(44444, 4t, 4. . lid . AV •4m# "••446 .0. 71WW /.M.A..010"410. 44 . . 40./ • - . • , • . 0040 . . , artilf‘keti6 .-- .....----- —. ! ..._11........ 000,A444 _.1.13...___. . .. . . isv IRA iaba.ko. • -. .. IIM t LW said ..... .....___ PAT C-IMMIL ..:.:,..:-.---,ote ;4340 .... ...P.2---ehmadelje. ---. .,---.11-st.A.b&.iuti-at...11-ximx.s...La—.-.... ' . a illEsgEOVIE ,C; �FF�CFRLATE X: 1 JUN 2 3 1994_1 ( ) ATet . ( ) Re onirc: -S 400.00 - 4C0.00 ezc:cw ( Ctmorer.sive Plan Are crEr: 3:0.00 - 3E0.00 asc pw ( ) Crndi ticnai Use P..r mit: • 200.00 - 200.00 esµ. ( ) Ver.anc : ( ) Single Family: 1E0.00 ( ) Other Resitertial, Odmmerical and Iniur_ai: 3C0.00 - 3C0.00 escrow ( ) List reason for hardship. ( ) S( vision: 1E0.00 3F0.00 esc:cw Minor abtivisicn (See Secicn 1.G., Sub. Crt.): 300.00 - 1E0.00 escrow ( X ) Planned Tnit Cevelcr:z: (� inceptPlan: 700.00 - 1,000.00 escrc.e p� -=►'er�I Plan: 700.00 - 1,000.00 `scr:v ( ) S u—e Var icr 1C0.00 - 100.00 escrcw Lacal Cescr iic cn of ^.party: Acc esss: • • Ergs) Blcd:(s) Attiticn(s) (If metes and tc nos - attaci d sc ipticn.) Ceso ipticn cf Rues: 1-tounA-Ash %cin. 1-1"-#1 • Applicrit: Nom: KRONGARD CONSTRUCTION CO, ? Cr4: ( ) qw 2 l 9 Anna..: 14791 — 60th St. N. - #2- •Stillwater, MN 5502 St:ta: Lp: Cwre-: (If cr 1er than applic:rrt): Name: Pldle: ( ) KRONGARD CONSTRUCTION CO. City: 14791 — 60th St. N 2 Zip: 31iPwater, MN 5 In signing this applic ticn, I herby adcrtwiedge that I have raed and fully understand the applicable provisions of the Zoning and Sucdiv s :r Cr inarc s ar c=Teat adninistz-Live prc= ures. I further adw I ge the fee eipIaraticn as ' lined in the applicticn procetlres and hereby agree to pay all st.=tatelts rived p—vain' add'. tonal applica ' - ls. Applicant Sic-ture: , * , Data: YCUR RTUET WILL NOT BE SC,Lt. FOR MU HEARING CR CCNcICEPA►ICN BY CITE ADVISORY EMS UNTIL ALL RE, a INFuFd'^ATICN FAS SEEM REVISE? AND KUM TO BE ACE.ATE BY CITY STAFF. / % ► J CITY OF OAK PARK HEIGHTS ��"� • KRONGARD CONSTRUCTION COMPANY 14791 60TH STREET NORTH, SUITE 2 STILLWATER, MINNESOTA 55082 PHONE: (612) 430-2314 • FAX: (612) 430-3921 PROPOSED LAND DEVELOPMENT EAST OF OSGOOD All areas are properly zoned and lot sites are sized per Oak Park Heights zoning requirements. All trees that can be saved will be, to screen project from existing homes. 28 - 2 story town houses on approximately 3 acres of land north of 58th between Raymie Johnson Estates and Assembly of God Church. 28 units - twin or quad homes between 58th and 57th. 28 units - walkout twin homes south of 57th. 7 or 8 single family homes on new cul de sac south of 57th. 20 unit apartment building next to Osgood. 1 , 22.... W' • 7 Z , (4) f„4,14al( n 2260 `, A/ALLma ( l i .' (91 'A^" ftnfa3Mrr 1 I 23q v .It Dr 2360 (• ;� Uptt • / o , �; r t �M* iI .00 Nt'�• sr; • .7q4.s . 9 I +r+ w t�• • 1aai r Mal .� r • f • MK" III■ ' , Z1\ . c ,. aIII°a . RAYM� `' • ✓ N r Y A,.. I ,3 .--1.10 IA OHNS� �'�' �A�'�"S b ...„:. _ .. ,. , . ‘ 1 .,usi -*-44, • . . CA.*CTrw3, i 4 A "" • • ' ' •t • , • .fifZ • CRoii ISvN Vt TN S 1 _ Y ,pcc• 'i a vr�o s +,ii. 1 '.,...,_..,,, 2500 , ., , , -,...,ar I / r . ,;;;.,,,.�� o 3 4 S tj S a 1 ' t, . $,.:�;2d5 faJ, MuI,�CI -�'w� N vN► • / AIh1 ,v %/OA, 4 ' ' \ '..;:.91.:1'6,. Mr`k t� .t p Ir, g ,, . '2..P ¢'i s 1. .c, .Z a 16'''„ 11 ` rr+,'^; R :i i. I ,. ` hnett .,`.'11 p', x•,Lce • PLO. 64%••••• l VII) ,, ,,;A 2,a r'"�'tA :1st.. R r.. �'Ip \i� �, .lit ii • .G r• ' ,4 PPP 4 ti t o .. bh .. .,/" y ifr:• .• , i, u ,o k !12 , . .•.., Y 56TH I't,,,, • ''Di;• : s'•- ;,7. • , aIt'; 9'1.11; 4' a,'11 11 .6 A�� i .. 0:1,:' % ame1/.1, • ,, M ..'1'....1r / S ( ic� ioz7; s •• � ' ^ 8'r to 1 128..". 1 , • , ; .• 'b :, ?r s R . .. I:—31 11 " vI net1 • i° ' A . IG..119P 18 P 17 8 .IgP (Z 14 , 'r 1 'r• )A .If . t. 11%,,� f) ilt 'II it ,1c.N i N t ' JUN-21-1994 15:48 FROM IIIIrth Surveying TO 1110 KRONGARD CQNST P.01 • (tc.--- ;,. r ---"- . N 89° 13' 19"E 3426 20 ..1;•‘'.1: .2; I-4-- .:, 'ii • } e.. iii r't i° ..S 1 ' / 24 tti.: CV1APA • rF':. B 0\1.‘ (.1/4' {yJ 4{. {J r4 j Iiiµi 0 1, L d:,,r .) : sl 1----- .....:..,y,i a) te) N Q. a J D . ;ti's;,,. o - < I ,. 11.1 x 0 (Ns ,, RN J r‘ ` AL cv +.•' ° ?: . �\ o v) '4krlyi i:'p Ptitl u _._ !?j L `ms "si,�'-- \ A rf+ x,' S 89° 05 ' 59"w 142 . 82 rI.p t t\I — \ I\ It i' ,ji •iyi�9'i tii "F 4' 1111 � 1 ' 7 .. ,58,1 3535 VADNAIS CENTER DRIVE,200 SEH CENTER,ST.PAUL,MN 55110 612 490-2000 800 325-2055 ARCHITECTURE • ENGINEERING • ENVIRONMENTAL • TRANSPORTATION September 26, 1994 RE: Jack Krongard Construction Valley View Estates Oak Park Heights, Mn. Hydrologic Analysis SEH No. A-KRONG9501 Mr. Tim Fredbo Washington County SWCD 1825 Curve Crest Boulevard Room 101 Stillwater, MN 55082 Dear Tim This letter provides a summary of our hydrologic analysis recently completed on the Valley View Estates (VVE)project. We have broken the letter into four sections entitled watershed discussion, analysis approach, water quality and recommendations. WATERSHED DISCUSSION Identification of the watershed was based on the mapping obtained as part of the Perro Creek Minor Watershed study recently completed for the Middle St. Croix Watershed Management Organization. In order to analyze the specific impacts of this development watershed 0-19 was broken into five separate subwatersheds based on the grading plan provided for the VVE project. Watershed boundaries are shown on drawings 1 and 2. Subwatershed 19-1 is located in the northwest corner of the development and represents the runoff from the new apartments. This area will drain to the open areas next to 58th Street North and Osman Avenue. The runoff will ultimately enter the existing storm sewer system about 350 feet east of the intersection of 58th Street and Osman Avenue. Subwatershed 19-2 is the area tributary to Ozark Avenue N. just south of 58th Street North. Discussion with NSP indicated that the top of slope for a pond could be located within 25 feet of the transmission tower foundations. However, a pond at this location would provide little storage without the loss of at least one lot. Locating a detention basin in this area may also have a groundwater impact on the basements just south of the basin. Subwatershed 19-3 drains a major portion of VVE as well as a significant area south of the proposed development. The outlet structure for this subwatershed is a beehive catch basin located just west of the sanitary sewer berm at the southeast corner of the development. The area around the beehive catch basin acts as a small detention ponding at the present time. This catch basin drains directly into the existing city storm sewer system. SHORT ELLIOTT MADISON,WI HENDRICKSON INC. MINNEAPOLIS,MN ST CLOUD,MN CHIPPEWA FALLS,WI I • Mr. Tim Fredbo September 26, 1994 Page 2 Subwatershed 19-4 comprises of a larger portion of the existing residential area to the south of the proposed development. It also collects runoff from a portion of the city park land. The outlet for the watershed is a beehive catch basin located on the 36-inch storm sewer along the south side of the VVE project site. This low area appears to be a potential ponding site. Subwatershed 19-5 is comprised of the remainder of watershed 0-19. This area remains unchange except for a small portion of area in the backyards of the townhomes located along Ozark Avenue North. Outlet for the subwatershed is the 36 inch storm sewer located at the south end of the VVE development. The storm sewer system collects water from west of County Road 67 (Osgood Avenue), subwatershed 19-1, 19-2, 19-3, 19-4 and 19-5. Water collected in the system is then discharged into the prison pond. ANALYSIS APPROACH Existing Conditions Our approach consisted of initially verifying the existing conditions and then defining the proposed conditions based on the VVE grading plan. During our site visit we determined that detention basins could be constructed in subwatershed 19-1 and that small detention basins exist in subwatersheds 19-3 and 194. Flow from the basins at 19-3 and 19-4 is controlled by the height of the downstream berm above the existing catch basin casting. Minor modifications were made to the existing conditions Hydrocad model developed as part of the Perro Creek study. Results from this simulation were used to define predeveloped conditions for the VVE project site. A summary of the simulation results are shown on table 1. The culvert routine within the Hydrocad program shows that the basin at 19-3 will not surcharge during the 100-year storm. However, 19-4 will surcharge and overtop the small berm located just down stream. Proposed Development Proposed land use changes were incorporated into the model and the watershed was subjected to a 100-year storm. Proposed conditions include a detention basin within area 19-1, 19-3 and 194. Top elevation of the berm on the east side of basin 19-4 has been raised about four feet to prevent overtopping in this simulation. Results from this simulation are shown in Table 1. Comparison of the results shows the increase in flow due to the proposed development to be about 20 cfs. However, the flow rate leaving the site in the existing 36 inch storm sewer is equal to the existing conditions rate. Since the watershed is controlled by the storm sewer, which can only discharge a limited amount of water,the addition rate increase caused by land use changes is stored throughout the watershed or in the ponds located in areas 19-1 and 19-4. This watershed storage creates a condition which keeps the overall watershed discharge rate for the proposed development equal to that of the existing watershed. Discharge rate at the prison pond outlet is almost identical for existing conditions as well as the proposed development. • • Mr. Tim Fredbo September 26, 1994 Page 3 WATER QUALITY Construction activities indude installation of a silt fence around the project limits and hay bales at the catch basins to improve the quality of water leaving the site Most of the runoff from the development travels overland prior to entering the storm sewer. This overland flow process removes many of the pollutants within the surface runoff. Construction of snow storage areas minimizes dispersal of winter pollutants. The two areas proposed by the developer for snow storage should be built so the bottom of the area is about 6" lower than the storm sewer outlet. This construction technique keeps large sediment particles in the basin and out of the storm sewer. Infiltration of the snow melt into the native soils reduces the water elevation in the spring or during rainfall events. All other areas within the watershed are connected directly to the storm sewer system. Since the system was built before sediment ponds were incorporated into area developments, there appear to be no areas that allow adequate space for construction of a sediment pond. Most of the area is already developed and as such, treatment of the new areas will have little impact on the overall watershed pollutant loads. RECOMMENDATIONS 1. Lowest floor elevations within the WE project should be at least one and one-half feet above the top of the earth berm(s) over the storm sewer. 2. Construct a detention basin in subwatershed 19-1 and raise the berm at the existing basin in subwatershed 194 (Design of the berm modifications are not included in this hydrologic analysis). 3. Construct snow storage areas at locations shown on drawing 2. Note: Snow storage areas and detention basins may temporarily raise the local ground water levels. The computer runs are attach for your review. If you have any questions you may contact Jeff Davis at 490-2025 of me at 490-2026. Sincerely Rocky J. eehn Project Engineer cih Enclosure - Table 1 Valley View Estates Oak Park Heights, MN Existing Proposed Location Conditions Development Areas 19-1 8.2 8.3 19-1, 19-2, 19-3 47.0 60.2 19-5 6.2 7.0 Qout at 19-4 132.0 130.5 IHW at 19-4 828.3 830.5 Qout at Prison Pond 100.4 101.6 HW at Prison Pond 748.3 748.3 • Data for FERRO CRK EX CONDISED FOR DEV. 111Page10 Prepared by Applied Microco , ter Systems 21 Sep 94 H dro AD 3 .20 000569 c 1986-1994 A..lied Microcom.uter S stems POND ROUTING BY STOR-IND METHOD POND OUTLET START FLOOD PEAK PEAK ---PEAK FLOW-- NO. DEVICES ELEV. ELEV. ELEV. STORAGE Qin Qout ATTEN. LAG (FT) (FT) (FT) (AF) (CFS) (CFS) (%) (MIN) 22 1 744. 6 752 . 0 748 .3 163 . 54 581.4 100.4 83 671.4 A et`v ,„„, som *wr Nw lS (�l CZ El/ S 47. 0 6• peo to se 3,7 7. 0 ......... App CoN 'LoL 61411 1 31,8 fo.o PIUM6 150. 8 Al Piis .') • % Data for FERRO CRK EX COND ISED FOR DEV. Page 11 Prepared by Applied Microc ter Systems 21 Sep 94 HydroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems POND 22 0-22 PRISON POND STARTING ELEV= 744. 6 FT FLOOD ELEV= 752. 0 FT ELEVATION CUM.STOR STOR-IND METHOD (FT) (AF) PEAK ELEVATION= 748 .3 FT 744. 6 0. 00 PEAK STORAGE = 163 . 54 AF 746. 0 43 .79 Qin = 581. 4 CFS @ 10.34 HRS 748. 0 145 . 85 Qout= 100.4 CFS @ 21. 53 HRS 750. 0 261.80 ATTEN= 83 % LAG= 671.4 MIN 752 . 0 389. 69 IN/OUT= 261.43 / 139.21 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES 0. 0 EXISTING OUTLET 747.5 OVERFLOW ELEV(FT) DISCH(CFS) 744. 6 0.00 745. 0 5 . 00 746.0 10.00 747 . 0 15.00 747 . 5 16 . 00 748. 0 80 . 00 748.3 100.00 TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0. 0 . 1 .2 .3 .4 . 5 . 6 .7 . 8 . 9 744. 6 0. 0 1.3 2 . 5 3 . 7 5 . 0 5 .5 6.0 6.5 7 . 0 7. 5 745. 6 8 . 0 8. 5 9. 0 9 . 5 10. 0 10 . 5 11. 0 11. 5 12 . 0 12. 5 746. 6 13 . 0 13 . 5 14 . 0 14 . 5 15 . 0 15 .2 15.4 15. 6 15. 8 16. 0 747 . 6 28. 8 41. 6 54.4 67 .2 80. 0 86 . 7 93 .3 100. 0 106.7 113 .3 748. 6 120 . 0 126. 7 133 .3 140 . 0 146.7 153 .3 160. 0 166 .7 173 .3 180. 0 749. 6 186. 7 193 .3 200 . 0 206.7 213 .3 220. 0 226 . 7 233 .3 240. 0 246.7 750. 6 253 .3 260. 0 266. 7 273 .3 280. 0 286 . 7 293 .3 300. 0 306. 7 313 .3 751. 6 320 . 0 326.7 333 . 3 340 . 0 346.7 • ' • Data for PERRO CRK EX CONDAIWEVISED FOR DEV. Page 1 Prepared by Applied microcOMPUter Systems • 21 Sep 94 HydroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE I 24-HOUR RAINFALL= 5.9 IN, SCS U.H. RUNOFF SPAN = 5-36 HRS, dt= .31 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (%CN) -- CN C (CFS) (HRS) (AF) 191 5.29 23 .0 40%88 60%69 - - 77 - 8.2 10.02 1. 50 192 8 . 90 18.5 77%88 23%60 - - 81 - 17 .3 9. 98 2 . 81 193 22 .33 30 .9 16%88 40%60 37%72 6%90 71 - 23 .0 10. 18 5.24 194 10 . 81 21. 0 0%00 9%60 91%72 - 71 - 14 .0 10.01 2 . 54 195 13. 61 65.8 89%60 11%72 - - 61 - - 6 .2 10 . 67 2 .20 Data for FERRO CRK EX COND SED FOR DEV. Page 2 Prepared by Applied Microc ter Systems . 21 Sep 94 HydroCAD 3 . 20 000569 (c) 1986-1994 Applied Microcomputer Systems REACH ROUTING BY STOR-IND METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 193 - - - - - - - 0. 0 0.0 47 .0 N Data for FERRO CRX EX COND AIVEVISED FOR DEV. Page 3 Prepared by Applied microcalriter Systems 4111 21 Sep 94 HydroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems POND ROUTING BY STOR-IND METHOD POND OUTLET START FLOOD PEAK PEAK ---PEAK FLOW--- NO. DEVICES ELEV. ELEV. ELEV. STORAGE Qin Qout ATTEN. LAG (FT) (FT) (FT) (AF) (CFS) (CFS) (%) (MIN) 191 0 0.0 0. 0 0. 0 0 . 00 8.2 8 .2 0 0.0 N 192 0 0. 0 0. 0 0. 0 0 . 00 25. 5 25.5 0 0. 0 N 193 2 839.9 856. 0 849 .4 . 05 120.3 120 .7 0 . 6 194 2 819 . 8 840.0 828 .3 . 23 129. 9 131.8 0 3 . 1 1 Data for FERRO CRK EX COND ISED FOR DEV. Page 4 o Prepared by Applied Microcter SystemsIII 21 Sep 94 HVdroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems SUBCATCHMENT 191 AREA 19-1 (PART OF OLD 19) ACRES CN 2. 12 88 B SOIL, APTS SCS TR-20 METHOD 3 . 17 69 B SOIL, OPEN TYPE I 24-HOUR 5.29 77 RAINFALL= 5. 9 IN PEAK= 8.2 CFS 4 10. 02 HRS VOLUME= 1. 50 AF SPAN= 5-36 HRS, dt=.31 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 20. 6 Grass: Short n=. 15 L=300' P2=2 . 8 in s=. 0333 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 .4 Unpaved Kv=16. 1345 L=400 ' s=. 03 ' / ' V=2 .79 fps Total Length= 700 ft Total Tc= 23 .0 SUHCATCHMENT 192 AREA 19-2 (PART OF OLD 19) ACRES CN 6. 81 88 B SOIL, APTS SCS TR-20 METHOD 2 .09 60 B SOIL, WOODS TYPE I 24-HOUR 8. 90 81 RAINFALL= 5 . 9 IN PEAK= 17.3 CFS @ 9. 98 HRS VOLUME= 2 . 81 AF SPAN= 5-36 HRS, dt=.31 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 10. 5 Grass: Short n=. 15 L=100 ' P2=2 . 8 in s=. 02 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 5 .7 Paved Kv=20.3282 L=700 ' s=. 01 ' / ' V=2 . 03 fps DIRECT ENTRY 700FT/5FT/SEC 2 .3 Total Length= 800 ft Total Tc= 18. 5 SUBCATCHMENT 193 AREA 19-3 (PART OF OLD 19) ACRES CN 3 . 66 88 B SOIL, APTS SCS TR-20 METHOD 9 . 01 60 B SOIL, WOODS TYPE I 24-HOUR 8 .32 72 B SOIL, 1/3 RES RAINFALL= 5 . 9 IN 1.34 90 B SOIL, HIGHWAY PEAK= 23 .0 CFS @ 10 . 18 HRS 22 .33 71 VOLUME= 5. 24 AF SPAN= 5-36 HRS, dt=.31 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 25 .2 Grass: Short n=. 15 L=300 ' P2=2 . 8 in s=. 02 ' I ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 7 Unpaved Kv=16 . 1345 L=100 ' s=. 02 ' / ' V=2 .28 fps DIRECT ENTRY 1500' AT 5FT/SEC 5. 0 Total Length= 400 ft Total Tc= 30 . 9 Data for PERRO CRK EX CONDISED FOR DEV. Page 5 Prepared by Applied MicrocAllhter Systems 411 21 Sep 94 HydroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems SUBCATCHMENT 194 AREA 19-4 (PART OF OLD AREA 19) ACRES CN 0. 00 0 SCS TR-20 METHOD . 93 60 B SOIL, WOODS TYPE I 24-HOUR 9. 88 72 B SOIL, 1/3 RES RAINFALL= 5.9 IN 10. 81 71 PEAK= 14.0 CFS @ 10.01 HRS VOLUME= 2 . 54 AF SPAN= 5-36 HRS, dt=.31 HRS Method Commend Tc (min) TR-55 SHEET FLOW Segment ID: 16.3 Grass: Short n=. 15 L=300 ' P2=2 .8 in s=. 06 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 .0 Unpaved Kv=16. 1345 L=700' s=.06 ' / ' V=3 . 95 fps DIRECT ENTRY 500FT/5 FT/SEC 1.7 Total Length= 1000 ft Total Tc= 21. 0 SUBCATCHMENT 195 AREA 19-5 (PART OF OLD 19) ACRES CN 12.08 60 B SOIL, WOODS SCS TR-20 METHOD 1. 53 72 B SOIL, 1/3 RES TYPE I 24-HOUR 13 . 61 61 RAINFALL= 5. 9 IN PEAK= 6 .2 CFS @ 10. 67 HRS VOLUME= 2.20 AF SPAN= 5-36 HRS, dt=.31 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 59 . 5 Woods: Dense underbrush n=. 8 L=300 ' P2=2 . 8 in s= . 0667 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 6.3 Woodland Kv=5 L=500 ' s=. 07 ' / ' V=1 .32 fps Total Length= 800 ft Total Tc= 65.8 Data for PERRO CRX EX CONDEVISED FOR DEV. Page 6 Prepared by Applied Microcoiter Systems 110 21 Sep 94 HydroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems REACH 193 DEPTH END AREA DISCH Not described (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0. 0 FPS TRAVEL TIME = 0.0 MIN Qin = 47 .0 CFS @ 10.05 HRS Qout= 47 .0 CFS @ 10.05 HRS ATTEN= 0 % LAG= 0.0 MIN IN/OUT= 9.55 / 9.55 AF SPAN= 5-36 HRS, dt=.31 HRS Data for FERRO CRK EX COND ISED FOR DEV. Page 7 Prepared by Applied Microco ter Systems 21 Sep 94 HydroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems POND 191 STARTING ELEV= 0. 0 FT Not described FLOOD ELEV= 0. 0 FT ELEVATION CUM.STOR - METHOD (FT) (AF) PEAK ELEVATION= 0.0 FT PEAK STORAGE = 0.00 AF Qin = 8.2 CFS @ 10. 02 HRS Qout= 8.2 CFS @ 10.02 HRS ATTEN= 0 % LAG= 0.0 MIN IN/OUT= 1. 50 / 1. 50 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 POND 192 STARTING ELEV= 0. 0 FT Not described FLOOD ELEV= 0. 0 FT ELEVATION CUM.STOR - METHOD (FT) (AF) PEAK ELEVATION= 0. 0 FT PEAK STORAGE = 0.00 AF Qin = 25. 5 CFS @ 9. 99 HRS Qout= 25 . 5 CFS @ 9 . 99 HRS ATTEN= 0 % LAG= 0. 0 MIN IN/OUT= 4 .31 / 4.31 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0.0 0 . 0 0. 0 0. 0 0 . 0 0 . 0 0 . 0 0. 0 0. 0 0. 0 ' Data for FERRO CRK EX COND VISED FOR DEV. Page 8 Prepared by Applied Microc ter Systems21 Sep 94 HvdroCAD 3 . 20 000569 (c) 86-1994 Applied Microcomplelr Systems POND 193 BEEHIVE AT 19-3 STARTING ELEV= 839. 9 FT FLOOD ELEV= 856. 0 FT ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (AC) (AF) (AF) PEAK ELEVATION= 849.4 FT 839. 9 0.00 0. 00 0. 00 PEAK STORAGE = . 05 AF 849.2 . 01 . 05 . 05 Qin = 120.3 CFS @ 10.23 HRS 850. 0 . 02 . 01 . 06 Qout= 120.7 CFS @ 10.24 HRS 854. 0 .48 1. 00 1.06 ATTEN= 0 % LAG= .6 MIN 856. 0 .70 1. 18 2 .24 IN/OUT= 30. 84 / 30. 84 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES 839 . 9 36" CULVERT _ • n=.012 L=120' S=. 1055' /' Ke=.2 Cc=. 9 Cd=.75 855.0 50' BROAD-CRESTED RECTANGULAR WEIR Q=C L H^1. 5 C=2. 6, 0, 0, 0, 0, 0, 0, 0 TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0. 0 .2 .4 . 6 . 8 1. 0 1.2 1.4 1. 6 1. 8 839. 9 0. 0 . 4 1. 5 3 .3 5 . 8 8. 8 12.3 16.3 20. 6 25 .3 841. 9 30.1 35. 1 40. 0 44. 6 48 . 9 52 . 1 55.4 58.6 61. 6 64. 5 843 . 9 67 .2 69. 9 72 .4 74. 9 77 .2 79. 6 81. 8 84. 0 86. 1 88.2 845. 9 90.2 92.2 94.1 96. 0 97 . 9 99. 7 101. 5 103 .3 105. 0 106. 7 847. 9 108.4 110. 1 111.7 113 .3 114 . 9 116. 5 118. 0 119. 5 121. 0 122 . 5 849. 9 124. 0 125. 4 126. 9 128 .3 129 . 7 131. 1 132. 4 133 . 8 135. 1 136. 5 851. 9 137 . 8 139. 1 140.4 141. 7 142. 9 144.2 145. 5 146.7 147 . 9 149. 1 853 . 9 150.3 151. 5 152 .7 153 . 9 155 . 1 156.2 161. 5 179.9 205. 6 236. 9 855. 9 272 . 9 313 . 0 - Data for FERRO CRK EX COND - REVISED FOR DEV. Prepared by Applied Microc• ,ter Systems 21Page 9 HVdroCAD 3 .20 000569 (c) - :6-1994 Applied MicrocommOr Systems 21 Sep 94 POND 194 POND AT AREA 19-4 STARTING ELEV= 819. 8 FT FLOOD ELEV= 840. 0 FT ELEVATION AREA INC.STOR CUM. STOR STOR-IND METHOD (FT) (AC) (AF) (AF) PEAK ELEVATION= 828.3 FT 819. 8 0. 00 0. 00 0. 00 PEAK STORAGE = .23 AF 826.1 . 01 . 03 . 03 Qin = 129. 9 CFS @ 10.21 HRS 830. 0 . 17 .35 .38 Qout= 131.8 CFS @ 10.26 HRS 840. 0 .31 2. 40 2 . 78 ATTEN= 0 % LAG= 3 .1 MIN IN/OUT= 33 .38 / 33 .38 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES 819. 8 36" CULVERT n=. 012 L=116' S=. 0656' / ' Ke=.2 Cc=. 9 Cd=.75 828. 0 50' BROAD-CRESTED RECTANGULAR WEIR Q=C L H^1. 5 C=2 . 6, 0, 0, 0, 0, 0, 0, 0 TOTAL DISCHARGE (CFS) VS ELEVATION FEET 0 . 0 .3 . 6 . 9 1.2 1. 5 1. 8 2 .1 2. 4 2 . 7 819. 8 0 . 0 . 9 3 .3 7 .2 12 .3 18.4 25.3 32. 6 40. 0 46. 8 822. 8 52 . 1 57 . 1 61. 6 65 . 9 69. 9 73 .7 77.2 80.7 84.0 87. 1 825. 8 90.2 93 .2 96. 0 98 . 8 101. 5 104.2 106. 7 109.2 123 .3 160. 1 828. 8 209 . 5 268. 7 336.4 411. 4 493 . 1 581. 0 674. 7 773 . 8 878. 0 987. 0 831. 8 1100. 8 1219. 0 1341. 5 1468 .2 1598 . 9 1733 . 5 1871. 9 2014 . 0 2159.7 2308. 8 834 . 8 2461. 4 2617.4 2776. 6 2939 . 0 3104. 6 3273 .3 3445. 0 3619. 6 3797 .2 3977. 7 837. 8 4161. 0 4347. 1 4535. 9 4727. 5 4921. 7 5118 . 5 5318 . 0 5520. 0 5724. 5 F ' Data for PERRO CRK EX CONDAIIVEVISED FOR DEV, PROPOSED Page 1 Prepared by Applied Microco ter Systems • 22 Sep 94 H droCAD 3 .20 00056• c 1986-1994 A..lied Micro om.uter S stems RUNOFF BY SCS TR-20 METHOD: TYPE I 24-HOUR RAINFALL= 5.9 IN, SCS U.H. RUNOFF SPAN = 5-36 HRS, dt- .31 HRS, 101 POINTS SUBCAT AREA Tc WGT'Li PEAK Tpeak VOL SER (ACRE) (MIN) --GROUND COVERS (%CN) -- CN C (CFS) (HRS) (AF) 191 5.29 22. 5 100%88 - - - 88 - 11. 5 10.00 1. 98 192 8. 90 18 . 5 100%88 - - - 88 - 20. 8 9. 97 3 .32 193 22.33 30. 9 48%88 0%00 46%72 6%90 81 - 32.7 10. 14 7 . 05 194 10 .81 21. 0 0%00 9%60 91%72 - 71 - 14 . 0 10. 01 2.54 195 13 .61 65. 8 82%60 11%72 7%88 - 63 - 7 . 0 10. 66 2.39 . Data for FERRO CRK EX COND ISED FOR DEV, PROPOSED Page 2 Prepared by Applied Microc ter Systems • 22 Sep 94 HvdroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems REACH ROUTING BY STOR-IND METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 193 - - - - - - - 0. 0 0. 0 60.2 N * Data for PERRO CRK EX CONDISED FOR DEV, PROPOSED Page 3 Prepared by Applied Microc ter Systems • 22 Sep 94 HydroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems POND ROUTING BY STOR-IND METHOD POND OUTLET START FLOOD PEAK PEAK ---PEAK FLOW--- NO. DEVICES ELEV. ELEV. ELEV. STORAGE Qin Qout ATTEN. LAG (FT) (FT) (FT) (AF) (CFS) (CFS) (%) (MIN) 191 2 882. 0 888. 0 885. 6 . 12 11.5 8.3 28 14. 0 192 0 0. 0 0. 0 0. 0 0 . 00 28.3 28.3 0 , 0. 0 N 193 2 839. 9 856. 0 850.3 . 14 133 . 6 127.2 5 2. 8 194 2 819. 8 840. 0 830 . 5 . 49 136. 1 130.5 4 10. 9 Data for PERRO CRK EX CONDANFEVISED FOR DEV, PROPOSED Page 4 Prepared by Applied MicrocalgEter Systems 22 Sep 94 HvdroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems SUBCATCHMENT 191 AREA 19-1 (PART OF OLD 19) ACRES CN 5.29 88 B SOIL, APTS SCS TR-20 METHOD TYPE I 24-HOUR RAINFALL= 5. 9 IN PEAK= 11.5 CFS @ 10.00 HRS VOLUME= 1. 98 AF SPAN= 5-36 HRS, dt=.31 HRS. Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 20. 6 Grass: Short n=. 15 L=300' P2=2 . 8 in s=.0333 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.9 Paved Kv=20.3282 L=400' s=. 03 ' / ' V=3 . 52 fps Total Length= 700 ft Total Tc= 22. 5 SUBCATCHMENT 192 AREA 19-2 (PART OF OLD 19) ACRES CN 8.90 88 B SOIL, APTS SCS TR-20 METHOD TYPE I 24-HOUR RAINFALL= 5. 9 IN PEAK= 20.8 CFS @ 9. 97 HRS VOLUME= 3 .32 AF SPAN= 5-36 HRS, dt=.31 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 10. 5 Grass: Short n=. 15 L=100' P2=2 . 8 in s=. 02 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 5 .7 Paved Kv=20.3282 L=700' s=.01 ' / ' V=2 . 03 fps DIRECT ENTRY 700FT/5FT/SEC 2 .3 Total Length= 800 ft Total Tc= 18 . 5 SUBCATCHMENT 193 AREA 19-3 (PART OF OLD 19) ACRES CN 10 .67 88 B SOIL, APTS SCS TR-20 METHOD 0. 00 0 B SOIL, WOODS TYPE I 24-HOUR 10 .32 72 B SOIL, 1/3 RES RAINFALL= 5. 9 IN 1.34 90 B SOIL, HIGHWAY PEAK= 32 .7 CFS @ 10 . 14 HRS 22.33 81 VOLUME= 7 . 05 AF SPAN= 5-36 HRS, dt=.31 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 25.2 Grass: Short n=. 15 L=300 ' P2=2 . 8 in s=. 02 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 7 Unpaved Kv=16 . 1345 L=100 ' s=. 02 ' / ' V=2 .28 fps DIRECT ENTRY 1500' AT 5FT/SEC 5. 0 Total Length= 400 ft Total Tc= 30 . 9 Data for PERRO CRX EX CONDISED FOR DEV, PROPOSED Page 5 Prepared by Applied Microco ter Systems 22 Sep 94 HvdroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems SUBCATCHMENT 194 AREA 19-4(PART OF OLD AREA 19) ACRES CN 0. 00 0 SCS TR-20 METHOD . 93 60 B SOIL, WOODS TYPE I 24-HOUR 9. 88 72 B SOIL, 1/3 RES RAINFALL= 5.9 IN 10. 81 71 PEAK= 14 .0 CFS @ 10.01 HRS VOLUME= 2 .54 AF SPAN= 5-36 HRS, dt=.31 HRS jtethod Comment Tc (min) TR-55 SHEET FLOW Segment ID: 16.3 Grass: Short n=. 15 L=300' P2=2 . 8 in s=.06 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 0 Unpaved Kv=16. 1345 L=700' s=.06 ' / ' V=3 . 95 fps DIRECT ENTRY 500FT/5 FT/SEC 1.7 Total Length= 1000 ft Total Tc= 21. 0 SUBCATCHMENT 195 AREA 19-5 (PART OF OLD 19) ACRES CN 11.19 60 B SOIL, WOODS SCS TR-20 METHOD 1. 53 72 B SOIL, 1/3 RES TYPE I 24-HOUR .89 88 B SOIL, APTS RAINFALL= 5.9 IN 13 . 61 63 PEAK= 7.0 CFS @ 10. 66 HRS VOLUME= 2.39 AF SPAN= 5-36 HRS, dt=.31 HRS Method Commen T min TR-55 SHEET FLOW Segment ID: 59. 5 Woods: Dense underbrush n=. 8 L=300' P2=2 . 8 in s=. 0667 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 6.3 Woodland Kv=5 L=500 ' s=.07 ' / ' V=1.32 fps Total Length= 800 ft Total Tc= 65. 8 Data for PERRO CRR EX COND REVISED FOR DEV, PROPOSED Page 6 Prepared by Applied Microc ter Systems 22 Sep 94 HvdroCAD 3 . 20 000569 (c) 986-1994 Applied Microcomp er Systems REACH 193 DEPTH END AREA DISCH Not described (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0.00 FT PEAK VELOCITY= 0. 0 FPS TRAVEL TIME = 0. 0 MIN Qin = 60.2 CFS C 10.06 HRS Qout= 60.2 CFS g 10.06 HRS ATTEN= 0 % LAG= 0. 0 MIN IN/OUT= 12.36 / 12 .36 AF SPAN= 5-36 HRS, dt=.31 HRS Data for FERRO CRK EX COND ISED FOR DEV, PROPOSED Page 7 Prepared by Applied Microc ter Systems • 22 Sep 94 HvdroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems POND 191 proposed pond for 19-1 STARTING ELEV= 882 . 0 FT FLOOD ELEV= 888. 0 FT ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (AC) (AF) (AF) PEAK ELEVATION= 885. 6 FT 882 . 0 0. 00 0. 00 0. 00 PEAK STORAGE = . 12 AF 884. 0 . 03 . 03 . 03 Qin = 11. 5 CFS @ 10 . 00 HRS 886. 0 . 08 . 11 . 14 Qout= 8.3 CFS @ 10.23 HRS 888. 0 .12 .20 .34 ATTEN= 28 % LAG= 14.0 MIN IN/OUT= 1.98 / 1.98 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES 882 . 0 12" CULVERT n=.012 L=10' S=. 01' / ' Ke=.2 Cc=. 9 Cd=. 75 886. 0 50' BROAD-CRESTED RECTANGULAR WEIR Q=C L H^1. 5 C=2. 6, 0, 0, 0, 0, 0, 0, 0 TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0. 0 . 1 .2 .3 .4 . 5 . 6 .7 .8 . 9 882 . 0 0. 0 0. 0 .2 .3 . 6 . 8 1. 1 1. 5 1. 8 2.2 883 . 0 2 . 5 2 . 9 3 .2 3 . 4 3 .7 4 . 0 4.4 4. 7 4. 9 5.2 884. 0 5. 5 5. 7 5. 9 6.2 6.4 6. 6 6. 8 7 . 0 7.2 7.3 885. 0 7. 5 7. 6 7 . 8 7. 9 8.0 8 .2 8.3 8. 5 8.6 8. 7 886. 0 8. 8 13 . 1 20.7 30. 6 42.2 55 . 4 70. 0 85. 8 102 . 8 120. 9 887 . 0 140. 0 160 . 1 181. 1 203 . 0 225. 8 249. 4 273 . 8 298 . 9 324 . 8 351. 4 888 . 0 378 . 8 POND 192 STARTING ELEV= 0. 0 FT Not described FLOOD ELEV= 0. 0 FT ELEVATION CUM.STOR - METHOD (FT) (AF) PEAK ELEVATION= 0. 0 FT PEAK STORAGE = 0. 00 AF Qin = 28.3 CFS @ 10. 00 HRS Qout= 28 .3 CFS @ 10. 00 HRS ATTEN= 0 % LAG= 0 . 0 MIN IN/OUT= 5 .30 / 5 .30 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0 . 0 0. 0 0 . 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 Data for FERRO CRK EX COND Prepared by Applied Microc terSED4IISystemsD , PROPOSED• Page 8 HvdroCAD 3 .20 000569 (c) 1986-1994 Applied Microcomputer Systems 22 Sep 94 POND 193 BEEHIVE AT 19-3 STARTING ELEV= 839. 9 FT FLOOD ELEV= 856. 0 FT ELEVATION AREA INC.STOR CUM.STOR {FZ+) (AC) (AF) STOR-IND METHOD (F ) 9 0. 00 (AF) PEAK ELEVATION= 850.3 FT 0. 00 0. 00 PEAK STORAGE = .14 AF 849.2 . 01 . 05 . 05 Qin = 133 . 6 CFS @ 10.22 HRS 850. 0 . 02 . 01 854. 0 . 06 Qout= 127.2 CFS 4 10.27 HRS . 48 1. 00 1. 06 ATTEN= 5 % LAG= 2 . 8 MIN 856. 0 .70 1. 18 2.24 IN/OUT= 33 . 64 / 33 .64 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES 839. 9 36" CULVERT n=. 012 L=120 ' S=. 1055' / ' Ke=.2 Cc=. 9 Cd=.75 855. 0 50' BROAD-CRESTED RECTANGULAR WEIR Q=C L H^1.5 C=2. 6, 0, 0, 0, 0, 0, 0, 0 TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0.0 .2 .4 . 6 . 8 1. 0 1.2 1.4 1. 6 1. 8 839. 9 0. 0 . 4 1. 5 3 .3 5. 8 8. 8 12.3 16.3 20. 6 25.3 841. 9 30.1 35. 1 40. 0 44 . 6 48. 9 52 . 1 55.4 58 .6 61. 6 64.5 843 . 9 67 .2 69.9 72. 4 74. 9 77 .2 79. 6 81. 8 84.0 86. 1 88.2 845. 9 90.2 92.2 94. 1 96. 0 97. 9 99.7 101. 5 103 .3 105. 0 106. 7 847. 9 108. 4 110. 1 111. 7 113 .3 114. 9 116. 5 118. 0 119. 5 121.0 122.5 849. 9 124. 0 125.4 126. 9 128.3 129.7 131. 1 132.4 133 . 8 135. 1 136. 5 851. 9 137. 8 139. 1 140. 4 141. 7 142 . 9 144 .2 145. 5 146. 7 147. 9 149. 1 853 . 9 150 .3 151. 5 152 . 7 153 . 9 155. 1 156.2 161. 5 179. 9 205. 6 236. 9 855. 9 272. 9 313 . 0 Data for FERRO CRK EX COND REVISED FOR DEV, PROPOSED Prepared by Applied Microc ter Systems Page 9 H .roCAD 3 .20 000569 c 86-19.4 A..lied Micro om.0 er S stems 22 Sep 94 POND 194 POND AT AREA 19-4 STARTING ELEV= 819. 8 FT FLOOD ELEV= 840. 0 FT ELEVATION AREA INC.STOR CUM.STOR ` IAF (AF) STOR-IND METHOD 819. 8 0. 00 0.00 PEAK ELEVATION= 830. 5 FT 826. 1 0. 0001 . 03 PEAK STORAGE = .49 AF 830. 0 . 171 .33 . 03 Qin = 136. 1 CFS @ 10.22 HRS 840. 0 .31 2.405 2.78 Qout= 130. 5 CFS @ 10.40 HRS ATTEN= 4 % LAG= 10. 9 MIN IN/OUT= 36.18 / 36. 18 AF SPAN= 5-36 HRS, dt=.31 HRS I!►t_R FT • L DE I E 819. 8 36" CULVERT n=. 012 L=116' S=. 0656' / ' Ke=.2 Cc=. 9 Cd=. 75 835. 0 50' BROAD-CRESTED RECTANGULAR WEIR Q=C L H^1. 5 C=2. 6, 0, 0, 0, 0, 0, 0, 0 TOTAL DISCHARGE (CFS) vs ELEVATION FEET i i 3 819.8 • 0.0 • • 1 1 1. : 1 2 4 7 819. 8 . 9 3 .3 7.2 12 .3 18.4 25.3 32. 6 40.0 46. 8 52. 1 57. 1 61. 6 65. 9 69. 9 73 . 7 77.2 80.7 84. 0 87.1 825. 8 90.2 93 .2 96. 0 98. 8 101. 5 104.2 106. 7 109.2 111. 7 114. 1 828. 8 116. 5 118 . 8 121. 0 123 .2 125. 4 127. 6 129. 7 131.8 133 . 8 135. 8 831. 8 137. 8 139. 7 141. 7 143 . 6 145. 5 147 .3 149. 1 150. 9 152. 7 154. 5 834. 8 156.2 162. 1 192. 6 237 .5 293 . 0 357 .4 429. 4 508. 4 593 . 8 685. 0 837. 8 781. 8 883 . 9 990. 9 1102 . 6 1218. 9 1339. 6 1464. 5 1593 . 5 1726.4 *Datafor FERRO CRK EX COND - ISED FOR DEV, PROPOSED Prepared by Applied Microc ter Systems Page 10 IMEEV HVdrOCAD 3 .20 000569 (c) 86-1994 Applied Microcompu r Systems 22 Sep 94 POND ROUTING BY STOR-IND METHOD POND OUTLET START FLOOD PEAK PEAK ---PEAK NO. DEVICES ELEV. ELEV. ELEV. STORAGE QinFLOW--- (FT) (FT) Qin Qout ATTEN. LAG (FT) (AF) (CFS) (CFS) (%) (MIN) 22 1 744. 6 752. 0 748.3 164. 67 583 . 6 101. 6 83 661. 6 ' Data' for FERRO CRR EX COND - REVISED FOR DEV, PROPOSED Prepared by Applied Micros ter Systems Page 11 HvdroCAD 3 .20 000569 (c) 86-1994 Applied Microcommer Systems 22 Sep 94 POND 22 0-22 PRISON POND STARTING ELEV= 744 . 6 FT FLOOD ELEV= 752. 0 FT ELEVATION CUM.STOR (FT) (AF) STOR-IND METHOD 744. 6 0, 00 PEAK ELEVATION= 748.3 FT 746. 0 43. 79 PEAK STORAGE = 164.67 AF 748. 0 145. 85 Qin = 583 . 6 CFS @ 10.39 HRS 750. 0 261.80 Qout= 101. 6 CFS @ 21.41 HRS 752 . 0 389.69 ATTEN= 83 % LAG= 661. 6 MIN IN/OUT= 264.75 / 142.35 AF SPAN= 5-36 HRS, dt=.31 HRS INVERT (FT) OUTLET DEVICES 0. 0 EXISTING OUTLET 747.5 OVERFLOW ELEV(FT) DISCH(CFS) 744. 6 0.00 745. 0 5. 00 746. 0 10. 00 747. 0 15. 00 747 . 5 16. 00 748. 0 80.00 748.3 100. 00 TOTAL DISCHARGE (CFS) vs ELEVATION FEET 0. 0 . 1 .2 . 3 .4 . 5 . 6 . 7 744. 6 0. 0 1.3 2 . 5 3 . 7 5 . 0 5. 5 6. 0 6. 5 7. 0 7. 5 745. 6 8. 0 8 . 5 9. 0 9. 5 10 . 0 10. 5 11. 0 11. 5 12 . 0 12. 5 746. 6 13 . 0 13 . 5 14. 0 14. 5 15. 0 15.2 15 . 4 15. 6 15.8 16. 0 747. 6 28. 8 41. 6 54. 4 67 .2 80 . 0 86.7 93 .3 100. 0 106. 7 113 .3 748. 6 120. 0 126. 7 133 .3 140. 0 146. 7 153 .3 160. 0 166.7 173 .3 180. 0 749. 6 186. 7 193 .3 200. 0 206. 7 213 .3 220. 0 226. 7 233 .3 240. 0 246. 7 750. 6 253 .3 260. 0 266. 7 273 .3 280. 0 286. 7 293 .3 300.0 306. 7 313 .3 751. 6 320. 0 326. 7 333 .3 340. 0 346. 7 11111 • FF, Northwest Associated Consultants , Inc . URBAN PLANNING • D E S I G N • MARKET RESEARCH DEC© MDWIE 19 1994 MEMORANDUM (i TO: Oak Park Heights Park Commission FROM: Scott Richards DATE: 15 December 1994 RE: Oak Park Heights - Krongard Addition/Valley View Park Access FILE NO: 798.02 - 94.05 In regards to the Valley View Park/Krongard Addition access issue, I have received a draft easement permit from NSP for the trail (see attached permit). A copy of the permit is also being sent to the City Council, City Administrator and City Attorney for review. The area allowed for the access is 50 feet wide and 80 feet long on the north property line of Valley View Park (see attached map). That area should give more than adequate space to provide access. There will be no cost to the City for the permit. Access through the outlot will be designated on the Krongard Addition final plat and required in the development contract. The Park Commission will need to review the placement and design issues of the access trail. Final acceptance of the permit and issues related to design and construction will also need to be considered by the City Council. pc: Mayor and City Council LaVonne Wilson Mark Vierling 5775 Wayzata Blvd. • Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 4 • PERMIT FOR RECREATIONAL TRAIL THIS AGREEMENT, hereinafter referred to as "Permit", made this day of , 1994, by and between NORTHERN STATES POWER COMPANY, a Minnesota corporation, hereinafter referred to as "NSP", and the CITY OF OAK PARK HEIGHTS, a Minnesota municipal corporation located in Washington County, Minnesota, hereinafter referred to as "CITY", WITNESSETH, That NSP, for and in consideration of the terms and covenants herein contained, and for other good and valuable considerations, the receipt and sufficiency of which is hereby acknowledged, does hereby grant permission unto CITY to construct, operate and maintain a trail for recreational purposes to the extent hereinafter authorized on and across an undefined portion of the following land situated in the City of Oak Park Heights, Washington County, Minnesota described as follows: The South 50 feet of the. West 80 feet of the NW1/4 of the NW1/4 of Section 3, Township 29 North, Range 20 West. The initial term of this Permit shall be for a period of One (1) year commencing the 1st day of 1994, and continuing thereafter on a month-to-month basis until terminated by either party upon 30 days' notice in writing. This Permit is granted to authorize the City to permit public use of the premises for recreational purposes as defined in Minnesota Statutes, Chapter 87 and NSP's liability is limited as provided in said Chapter 87. The trail permitted hereby shall be used only as a pedestrian trail and not for motorized vehicles. The trail shall be located at least 35 feet from any NSP transmission structure and construction clearances and ground clearances from transmission conductors shall not be less than the minimum requirements specified by the National Electric Safety Code. m:\land\dgc\112194pp.dgc Page 1 of 2 . • • It is also understood that the City will reasonably maintain and mow the trail . CITY agrees to keep the premises clear of debris and other obstacles. CITY further agrees to have NSP listed as an additional insured on its Comprehensive General Liability policy. City agrees it will maintain such insurance throughout the term of the Permit and that such insurance will have limits of at least one million dollars. CITY agrees to accept the leased premises "as is" and upon the termination hereof to surrender them in reasonably the same condition, or better. IN WITNESS WHEREOF, the parties hereto have caused this agreement to be duly executed as of the day and year first above written. NORTHERN STATES POWER COMPANY By D J Fisher, Manager Land & Right of Way CITY OF OAK PARK HEIGHTS By By m:\land\dgc\112194pp.dgc Page 2 of 2 • 0 # ]C • \ \`' p pQ.' W W .r•— t c(Lsi) us 9- Cr ti• rlj 1/4S cl K ,13, A 1 .... ),.....7,., ...li.%) 1.1 .41 -3-----s Ill wz ,^ Iv7 �y 1-9 it W v E 1 c Q E----. U j 1 tac,( rt ' i - -ZOf -- - -- 3 _0Z.o2 1 •/ r 1. l ` r—.-.... r .. . l �s \Nr --r--C) Z ,••• '-,, .ti -..---,• 7.1r-7 ,i' 1. "--'1.J.... w - li' '• , 1'�' I' ----.. _s. --\ il. •g I i .% fid•; ' 4_01_ iz mgia 1 LJ ——- ..m . - - ifL 1 w • =-t ' 1 --,.,_-,:r— ' 1-r H1.. It y Z la s:,. :. �G `_, .� 1 -ice.` ..-..`7' 'T'� I so fF .. • { ;:iii _ I — • 0'1 • �. . • $1� g•: Ql I. •1 " % 10:'..)t-. \ a. ' f4. .,1 f -' TILI.-!:/ : < \� . , :,,,s.-1 :, :: .:.. 1/4 .1---- .... ;:...: • 1,,i,...r , „.,s. .,\...--..,../......7,.. ,:....,..,....11.,..,s„,si;.::,, —, ......__i ,. . , zt r. : t 1 ,.‘112.......•.,Irly , r • .>. :, ;,.....,..:. _ , .... . , ....,... • . .. 1-.V". •. .•!,..* ... -• s? •.\< , , ... r . N).<..\\,- • • s •11 p• . • --11_•:.;"(Y1911 �) J ♦i , ;,` ,� \♦ r I I• ._.,_ ., `� ., �� f--.: r' •1 �` . ��ysa. -- .. ; •, • • Bonestroo,Rosene,Anderlik and Associates lncA>firmative Action/Equal Opportunity Employer r , Bonestroo Otto G.Bonestroo,PE. Howard A.Sanford.P.E. Michael P Rau.PE. Mark D.Wallis,PE. Rosene Robert W.Rosene,P.E.' Keith A.Gordon,PE Agnes M.Ring,A IC P Miles B.Jensen,P.E. 1. Joseph C.Anderlik,P.E. Robert R.Pfefferle,P.E. Thomas W Peterson,P.E. L.Phillip Gravel,P.E. 111 Anderlik & Marvin L.Sorvala,P.E. Richard W Foster.PE. Michael C.Lynch.P.E. Karen L.Wiemeri.P.E. Richard E.Turner,P.E. David O.Loskota,PE. James R.Maland,P.E. Gary D.Kristofitz.P.E. Glenn R.Cook. Noyes,PE.ERobert Asociates ThomasE. Jerry A.Bourdon.P.E. Scott J.Arganek,P.E. Douglas J.Benoit P.E. Robert G.Schunicht,P.E. Mark A.Hanson.P.E. Kenneth P.Anderson,P.E. Shawn D.Gustafson,P.E. Susan M.Eberlin.C.P.A. Michael T.Rautmann,P.E. Mark R.Rolls.P.E. Cecillo Olivier.P.E. Engineers & Architects "Senior Consultant Ted K.Field,P.E. Mark A.Seip.P.E. Paul G.Heuer.P.E. Thomas R.Anderson,A.I.A. Gary W Morlen,P.E. John P.Gorder,P.E. Donald C.Burgardt,P,E. Paul J.Gannon.A.I.A. Charles A.Erickson Thomas A.Syfko,P.E. Daniel J.Edgerton,P.E. Leo M.Pawelsky Frederic J.Stenborg,P.E. A.Rick Schmidt,P.E. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell.P.E. James F.Engelhardt November 22, 1994 msgrEawrEn Burschville Construction, Inc. D 11440 8th St. N.E. 2 8 994 Hanover, MN 55341 Re: Valley View Estates Addition -Phase One Utility Improvements Change Order No. 1 Our File No. 55118 Gentlemen: The City of Oak Park Heights has authorized the developer for Valley View Estates, Krongard Construction, to construct three twin homes, a total of six units, at this time within the development. The units to be constructed are located south of 57th Street North and are identified as Lots 9 through 14 in the attached figure. The construction of these twin homes will require the extension of sanitary sewer and water services from the existing public mains located on 57th Street North. Therefore, the developer has requested that the installation of these services be performed under Change Order to the existing Contract for the Valley View Estates - Phase One Utility Improvements project. The purpose of this letter and subsequent attachments is to identify the improvements to be performed under this Change Order, as well as to list specific construction requirements pertaining to the Change Order which are beyond the scope of the original project Specifications. As shown on the attached plan, there are existing 8-inch diameter VCP sanitary sewer and 6-inch diameter DIP water mains located within the improved section of 57th Street North. The installation of the proposed services will cause disturbance of the existing concrete curbing and bituminous surfacing of 57th Street North, and will require connections to the existing mains themselves. The connection to the existing sanitary sewer main shall be accomplished in accordance with the following description. At each location identified on the attached plan, the VCP main shall be core-drilled to receive a 4-inch diameter service line. An 8x4 inch PVC saddle, Schedule 40, shall then be placed over the opening and secured to the main by means of adhesive applied per the manufacturer's recommendation. In addition, the saddle shall be 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 • • File N°• 55118 Burschville Construction, Inc. Page 2ary sewer main. completely encircle the sarrt the positioning bytwo stainless anis setae services includesl a riser. s r. Therefore,of . secured ro osed sanitary Each of the proposed ristir. sewer riser shall connection shall be such to allow for the installationsanitary of the feted, the to the sanitary main has been comp As indicated the detail saddle, and first 12 inches Once the connection required for the main, VC Schedule 40, in inaccordance with the attached Plate3-7. - ch PVC, be installed sewer lath, complete concrete pipe. encasement usedplate. The remainder of the il p a e 3-4 of nn p i e, Material for therisershall be Detail of the actual riser p P CISP shown on the detail lieur is the extra-heavy diameter,cSchedule 40d PVC pipe. completed in accordance with Section 25,000an service shall thenrjct using 4-inch the original Project Specifications, e installation of the water service g nal project water main and of th 25,000 and Detail Plate 3-4 n home service The connection to the existing 1-inch COrPoration stops, curb in accordance with Sectionn1 sn material to be used for each twin performed with the exception that them corresponding Specifications, Type K copper'with corresp shall be 1-inch diameter T� ed in each trench, as stops, and curb boxes. will be located o sewer and water services the detail drawing on the attached plan. It should berinoted that two impossible to indicated installations, it will be imp f r the circumstances andard testing surrounding the servicew Specifications.eFor Due of the utilities as outlined in the Project a Order shall be backfilled until it has been perform the standard bythe Engineer. as ' reason,no service installed under this Change this inspected and approved visually insP Street North shall be performed the course existing 57 Sus surfacing removed during off the disturbancen and restoration uru ng andbitumu table location Thedisposed of at an acceptable salvaged and described herein. All cions shall ro erly p nacshall be class 5 gravel base as possible of the service installatione��frig e properly p •Ces have been installed and r the trenches e project sd f As much Once the servi roved by the Engin b the Engineer, a one foot stockpiled for use in the restoration. eemed necessary Y d area and replaced by d the shall kIf d rid app disturbs n 2116. thick la a gravel base material. attached Section placement of any gradation requirements of the b rade material shall be removed from the purpose shall be hauled off thick layer of su g the r re ate backfill, aggregate removed from the disturbed areas for ths of aggregate aehis material lllllllllllllllllllllllllllllllIllllllllIllllIlIIlIIlIIIIIIIIIIIIIIIIIIIIIIII1I1lll1lllll.'.II.--- gg ate backfill material meeting g sub rade or placement heSubr of a material the approval of the g acted. If necessary, the total the project laced and compgravel ro ect site. Following class 5 material sufficient to bring the salvaged lss 5 basematerial additional p inches. After placementnsto of the supplemented with base layer to 8 the disturbed areas shall be cut shall be ass of thegravelsurrounding temporarily patched using compacted thickness e with ass ofw the sawbituminous and the surfacing material.porari disturbed areas shall then be temp base, ower andbituminous patching square p compacted layer of cold-mix a 3 inch thick B, Pa S • Burschville Construction, Inc. Page 3 File No. 55118 When weather allows in the Spring of 1995, the temporary cold-mix patches shall be removed from the disturbed areas. The areas shall then be permanently patched with concrete curb and gutter and hot-mix bituminous material, as is specified for the restoration of 58th Street North under Special Provision No. 19 of the original project Specifications. However, it should be noted that, if timing of the development of the remainder of the Valley View Estates Addition allows, the permanent patching of the disturbed areas will be deleted from this Change Order and will instead be included with the public improvements for the remainder of Valley View Estates. All work to be performed under this Change Order shall be made in accordance with the original Project Specifications, as well as the supplemental Plans and Specifications given in this letter and its attachments. Payment for the work shall be made as per the arrangement made between the Developer and the Contractor. The role of the City and the Engineer in the preparation and execution of this Change Order shall be identical to that of the original project, as outlined in Special Provision No. 2 of the Project Specifications. If there are any questions regarding this matter, or if further information is needed, please contact me. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES Joseph R. Rhein cc: Jack Krongard, Krongard Construction 11111111WARIM' :4MVI,000410- MOM Roger Benson, City of Oak Park Heights Joe Anderlik, BRAA Dave Hanson, BRAA Carol Caron, BRAA 0 • IIj I I I extra-heavy IIIC.I.S.Pz.....„... E fo E • ,.. " Thick concrete encasement ra a. .. . •, . ...... is. .........: . I. ' .. • .•. ... • " .• •••: • ::.41.::1::4....:..: . ...' %.. . _ ...r - 0 . . ..:Ails.. .. ... . .. .... .. " •••' • • . . ....... llll )-1 • .. . .•• •:.•::a• . . .•.... . .... . 4 • . . . '.:..1:: . . .. . . II . :. ..I.. • • • • • • : . . ... .. . 0 • A • •• • • II . •• .• . . . • .•. .. . . .1 . 111 . • ••• .• •Ce "C. •1. • • • • . • IISewer main 4 Cu. Ft. concrete Isupport required I Bonestroo, Rosene, Revisions Plate No. Anderlik 8 Assoc. STANDARD DETAILS Mar,66 II 3-7 Consulting Engineers SERVICE RISER Apr,73 II St. Paul, Minn. 2116. SUBGRADE CORRECTION Specific & General Requirements 2116.1. DESCRIPTION: All road subgrades are to be prepared as outlined in Section 2112. Where soft or unstable soils are encountered below the subgrade elevation, the Contractor shall excavate and dispose of the unsuitable materials as a part of this section of the specifications. Aggregate backfill material shall be used to fill these excavations, or to bring a low street area to proper subgrade tolerance. 2116.2. MATERIALS: 2116.2.1. AGGREGATE: Material used to fill excavations shall be aggregate backfill material _conforming to the following gradation requirements. Sieve Size Per Cent Passing 3° 2" 100 80-100 #40 0-50 #200 0-12 2116.3. CONSTRUCTION REQUIREMENTS: 2116.3.1. CORE EXCAVATION: This excavation shall be made to the grade as directed by the Engineer to remove all soft and unstable soils but shall generally be limited to depths not exceeding 24 inches. Disposal sites for the excavated material are not available within this residential subdivision. The contractor must make his own arrangements for hauling and disposal of the material. The Owner reserves the right to have the excavation material stockpiled onsite for future berm use if they wish. When the surface of the aggregate backfill material is prepared for placement of an aggregate base course, the elevation of the finished surface at the time the next layer is placed, shall not vary more than 0.05 foot above or 0.10 foot below the prescribed elevation at any point where measurement is made. i yr , 1 ' z> .. �._ L. rn • ,:, 0Ij�� r F— I IID, foi es t or _:r:a :~z• i th �'i. N. .R s.. •;• �"+....'mss S. • Ii 1 ' ..• � a• L 7 .. 3 ' Neff - CU N. s -__r_..r.rM '+. 1 r_� )150000111,9— 0.11111/110..'�.� _ ® A��tr Nimes+ `� 1 r,j. 3 ;! `i. 1 mil I me .......,......, . ., Jr ,... i 1_, . 1 ..., ............ 1 t ......yi,....,ft.... , 1 , .10....— I a) I ''''"'If%',-;! *..4(1*>:..,; ¢¢ _,., ass illigefil - .grim ^,� jt ;! 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'3AV 0009S0 :..1 WJAku inlay) ,� < ao$ . .,...,zOF s 11 -I ,00 ace �� I...I ie. b •-----_-_1— �_ 11\. 4--...o. p '�C' 'Oa ......... 3'.p'1..i E .. { w 1\ : I Q Bonestroo,Rosene,Anderlik and Associates,Inc.ofiirmative Action/Equal Opportunity Employer ill Bonestrogi Otto G.Bonestroo.P.E. Howard A.Sanford.P.E. Michael P Rau,PE. Mailrk D. B. Wallis. all.JensenRE. Rosene Robert W Rosene,PE.* Keith A.Gordon,P.E. Agnes M.Ring.A.I.C.P. P . Joseph C.Anderlik,P.E. Robert R.Pfefferle.P.E. Thomas W.Peterson,PE. L.Phillip Gravel.P.E. MI Anderlik & Marvin L.Sorvala,P.E. Richard W.Foster,PE. Michael C.Lynch.P.E. Karen L.Wiemeri.P.E. TilRichard E.Turner.P.E. David O.Loskota.P.E. James R.Maland,P.E. Gary D.Kristofitz.P.E. Glenn R.Cook,P.E. Robert C.Russek,A.I.A. Jerry D.Pertzsch.P.E. Keith R.Yapp,P.E. Associates Thomas E.Noyes,P.E. Jerry A.Bourdon,P.E. Scott J.Arganek,PE. Douglas J.Benoit.P.E. Robert G.Schunicht,P.E. Mark A.Hanson.P.E. Kenneth P.Anderson,P.E. Shawn.D.Gustafson.P.E. Susan M.Eberlin,C.P.A. Michael T.Rautmann,P.E. Mark R.Rolls,P.E. Cecilio Olivier.P.E. Mark A.Sel P.E. Paul G.Heuer.P.E. Thomas Engineers & Architects *Senior Consultant Field.R.Anderson,A.I.A. Gary W.Morien,P.E. John P.Gorder,P.E. Donald C.Burgardt.P.E. Paul J.Gannon.A.I.A. Charles A.Erickson Thomas A.Syfko.P.E. Daniel J.Edgerton.PE. Leo M.Pawelsky November 18, 1994 Frederic J.Stenborg.P.E. A.Rick Schmidt.P.E. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell.P.E. James F.Engelhardt Mr. Jack Krongard [E © M 0 Vi E 0 Krongard Construction Inc. R14791 60th Street North NOV 2 I 1994 Stillwater, MN 55082 Re: Valley View Estates • Our File No. 55118 y Dear Mr. Krongard: It is our understanding that at the council meeting of November 14, 1994, the City of Oak Park Heights approved construction of three twin homes (a total of six units) in the Valley View Estates Addition. The units to be constructed are located south of existing 57th Street North and identified as lots 9 through 14 on the attached figure. The construction of these twin homes will require sanitary sewer and water service be provided from the existing mains on 57th Street. Installation of the services will involve disturbing the existing curbing and surfacing of 57th Street, as well as connecting to the existing public mains themselves. As is the case with all such services in the City, that portion located within the public right of way will be public. For this reason, the construction of the services, as well as the restoration of 57th Street, must be done in accordance with City standards and to the satisfaction of the City. To ensure compliance,it will be required that these services be installed by a contractor as part of a project over which the City has authority. The services will not be allowed to be installed by a private plumber as part of the construction of the twin home units. The services for these six twin home units could be installed by Change Order to the Valley View Estates Addition -Phase One Utility Improvement contract. If this is not done, alternate arrangements must be made for the provision of services to these units. Please contact this office and advise us of the procedure to be used, or if you wish to discuss this matter further. Sincerely, BONESTROO, ROSENE, ANDERLIK& ASSOCIATES . Joseph R. Rhein Enclosure cc: cifiONNFAMOtogiferkfty—PA; o Roger Benson, City of Oak Park Heights Joe Anderlik 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 'G L • II CC© I ODIC ''< ' NOV 2 8 1994 I] LAKE ELMO BANK A TRADITION OF SERVICE IRREVOCABLE LETTER OF CREDIT NO. 218 TO: City of Oak Park Heights Dated:November 17, 1994 Washington County Minnesota Gentlemen: We hereby establish our Irrevocable Letter of Credit in your favor at the request of and for the account of St. Croix Land Company Inc. (hereinafter called: "Principal"), in the aggregate amount of One Hundred Thirty Three Thousand Three Hundred Seventy Five and No/100 U. S. Dollars ($133,375.00) available upon surrender of this Letter of Credit to us accompanied by your sight draft(s) drawn on us and the following documents: (1) A certificate signed by an officer of the City of Oak Park Heights stating that there has been a default in the Developer's Agreement with St. Croix Land Company Inc.,the certificate shall also state: a) the nature of the default; b) that St. Croix Land Company Inc.has received Notice of Default but has not cured the default; c) the amount to be paid to the City; and, d) the amount to be retained as security under the Letter of Credit. All drafts so drawn must be marked "Drawn Under Irrevocable Letter of Credit No. 218". The above mentioned Letter of Credit is non-transferable and non-assignable. We engage with you that all drafts drawn under and in compliance with the terms of this Irrevocable Letter of Credit will be duly honored if presented during regular business hours at our main office located at 11465 39th Street North,Lake Elmo,Minnesota 55042,before 3:00 P.M. on or before November 17, 1995. Communications relative to this Irrevocable Letter of Credit should be addressed to the address specified above to the attention of"Financial Officer",mentioning specifically our Irrevocable Letter of Credit No. 218. 11465 39TH STREET NORTH■ LAKE ELMO,MN 55042-0457 612/777-8365 0 FAX 612/773-4739 • Letter of Credit No. 218 November 17, 1994 Page two This letter of Credit shall be governed by and construed in accordance with the laws of the State of Minnesota, including the Uniform Commercial Code in effect in said state. Except as otherwise stated herein,this Irrevocable Letter of Credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 revision), International Chamber of Commerce Publication No. 500. Yours truly, LAKE ELMO BANK By: -2.-' R. Scott John on Its: Assistant Vice President • • LAW OFFICES OF ECKBERG, LAMMERS, BRIGGS, WOLFF & VIERLING 1835 NORTHWESTERN AVENUE STILLWATER, MINNESOTA 55082 LYLE J. ECKBERG FAX(612)(6 439-28782) 23 JAMES F. LAMMERS ROBERT G. BRIGGS PAUL A.WOLFF MARK J.VIERLING GREGORY G.GALLER KEVIN K.SHOEBERG THOMAS J.WEIDNER SUSAN D.OLSON November 17, 1994 MS LAVONNE WILSON CITY CLERK CITY OF OAK PARK HEIGHTS P 0 BOX 2007 14168 57TH STREET NORTH OAK PARK HEIGHTS MN 55082 RE: Krongard Development Consent to Assignment of Interest Dear LaVonne: Enclosed herewith for you and Mayor O'Neal to sign please find Consent to Assignment of Interest together with the Assignment from Krongard Construction Company to St. Croix L •mpany, Inc. in regards to the above-referenced matter. I sou hav- any questions or concerns regarding same, please - el fre- to contact me directly. Yours ery - uly, 1/ ark J. Vierling MJV/smp Enclosure ,1 1 • • CONSENT TO ASSIGNMENT OF INTEREST WHEREAS, Krongard Construction Company a Minnesota corporation, with offices in Stillwater, Minnesota has entered into a Development Agreement with the City of Oak Park Heights, a municipal corporation, under the laws of the State of Minnesota to assist in the securing of a development known as Valley View Estates; and, WHEREAS, Krongard Construction Company has made application of the City Council for approval of a plat and planned unit development permit; and, WHEREAS, Krongard Construction Company has formed St. Croix Land Company, Inc. to be a corporation organized solely for the purpose of managing and owning the Valley View Estates; and, WHEREAS, Krongard Construction Company has requested permission to be allowed to assign their interest to St. Croix Land Company, Inc. ; and, WHEREAS, the City of Oak Park Heights, by execution of this consent does not release Krongard Construction Company of any of its obligations to the City of Oak Park Heights under the terms of the Development Agreement which has been executed by Krongard Construction Company as it affects this development but will retain Krongard Construction Company as a guarantor or surety of the obligation set forth within the Development Agreement while allowing the assignment to St. Croix Land Company, Inc. NOW THEREFORE, the City of Oak Park Heights does hereby consent to the transfer and assignment of interest in Valley View Estates from Krongard Construction Company to St. Croix Land • • Company, Inc. while not releasing Krongard Construction Company from any of its obligations to the City of Oak Park Heights under the terms and provisions of that certain Developer's Agreement for Valley View Estates, the original thereof which is on file and of record in the Office of the City Clerk in and for the City of Oak Park Heights. CITY OF OAK PARK HEIGHTS Dated: // - / 8' Barbara H. O'Neal Mayor • Dated: // ' /ff 57 LaVonne WI son City Clerk • • ASSIGNMENT Krongard Construction Company does hereby assign all of its rights and liabilities in and to that certain Development Agreement dated November 14, 1994, executed between it and the City of Oak Park Heights affecting the development of Valley View Estates to St. Croix Land Company, Inc. , a Minnesota corporation. St. Croix Land Company, Inc. does also hereby accept such assignment. Dated this 17th day of November, 1994. KRONGARD CONSTRUCTION COMPANY Joiko • 4 John J. ron- rd/ Its ST. CROIX LAND COMPANY, INC. (reit"J r John J. pro d Its �e ip• Bonestroo,Rosene,Anderlik and Associates It n Affirmative Action/Equal Opportunity Employer Bonestro ) Otto G.Bonestroo.P.E. Howard A.Sanford,PE. Michael P Rau.P.E. Mark D.Walks,P.E. Robert W.Rosen,PE' Keith A.Gordon,P.E. Agnes M.Ring,A.I.C.P. Miles B.Jensen,P.E. Rosen Joseph C Anderlik,PE Robert R.Pfefferle.PE Thomas W.Peterson.P.E. L.Phillip Gravel,P.E. I. Marvin L.Sorvala,P.E. Richard W.Foster.P.E. Michael C.Lynch,P.E. Karen L.Wiemeri,P.E. Til Anderlik & Richard E.Turner,PE David O.Loskota,PE James R Maland.PE Gary D.Kristoftz.P.E. Glenn R.Cook,P.E. Robert C.Russek.A.I.A. Jerry D.Pertzsch,P.E. Keith R.Yapp.P.E. Associates Thomas E.Noyes,P.E. Jerry A.Bourdon,P.E. Scott J.Arganek.P.E. Douglas J.Benoit.P.E. Robert G.Schunicht.P.E. Mark A.Hanson,P.E. Kenneth P.Anderson,P.E. Shawn D.Gustafson,P.E. Susan M.Eberlin.C.P.A. Michael T.Rautmann,P.E. Mark R.Rolfs,PE. Cecilio Olivier.P.E. Engineers & Architects -Senior Consultant Ted K.Field.PE. Mark A.Seip.P.E. Paul G.Heuer,P.E. Thomas R.Anderson.A.I.A. Gary W.Morten.P.E. John P.Gorder,P.E. Donald C.BurgardL P.E. Paul J.Gannon.A.I.A. Charles A.Erickson Thomas A.Syfko,P.E. Daniel J.Edgerton.P.E. Leo M.Pawelsky Frederic J.Stenborg,P.E. A.Rick Schmidt P.E. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell.P.E. James F.Engelhardt REVISED PRECONSTRUCTION MEETING NOTICE 4 PRECONSTRUCTION MEETING VALLEY VIEW ESTATES, PHASE ONE E 2 UTILITY IMPROVEMENTS E (t OSI IR Our File No. 55118 D 0 Nov 141994 Wednesday, November 16, 1994 10:00 a.m. City Hall - Oak Park Heights Prepared by Joseph Rhein November 9, 1994 636-4600 Mr. Roger Benson Mr. James Swanson City of Oak Park Heights Northern States Power Company P.O. Box 2007 1700 E. County Road E Oak Park Heights, MN 55082 White Bear Lake, MN 55110 Mr. Dave Stillman City of Oak Park Heights Northern States Power Company P.O. Box 2007 825 Rice Street Oak Park Heights, MN 55082 St. Paul, MN 55117 Mr. Bob Bleymeyer Mr. Jack Krongard U.S. West, Inc. Krongard Construction Company „ 500 N. Carlton Street 14791 - 60th Street N. �/1' Maplewood, MN 55119 Stillwater, MN 55082 C Ms. Carol Caron, BRA Mr. Joseph Anderlik, BRA � � )y-1 Y l Mr. David Hanson, BRA Mr. Joseph Rhein, BRA 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 • • PLANNED UNIT DEVELOPMENT PERMIT FOR VALLEY VIEW ESTATES Planning File No. 798.02 - 94.05 Date Issued 11/14/94 Engineer File No. 55118 Legal Description: (Washington County Plat-Parcel Nos. Tract D, RLS No. 69 - 61341-2150 Tract I, RLS No. 69 - 61341-2400 Part of Tract C, RLS No. 69 - 61341-2100 Part of Tract G, RLS No. 69 - 61342-2300) See Attached Exhibit A Owner: Krongard Construction Company and St. Croix Land Company, Inc. Present Zoning District: Combination - R-1, R-2, R-3 and R-B Development under P.U.D. designation Permitted uses set forth in Ordinance 401 I. PLANNED UNIT DEVELOPMENT PERMIT FOR: VALLEY VIEW ESTATES General Description: 1. Residentialeementfor e Development townhome and twin home development. Agreement All used and improvements on site must conform to the terms and provisions of the Development Agreement and annexed Exhibits. A true and correct copy of the Development Agreement dated November 14, 1994, is maintained on file and of record in the Office of the City Clerk in and for the City of Oak Park Heights and may be reviewed during regular business hours. 2. All recommendations of Planner in Report of August 4, 1994 are adopted by the City and imposed as a condition of this permit and also supplemental reports dated October 26, 1994 and November 3, 1994 are also adopted by reference and imposed as conditions of this permit. • • II. ADDITIONAL RESTRICTIONS AND PROVISIONS. The following additional restrictions and provisions being part of the Planned Unit Development to be issued herein affecting the following matters shall be: A. Accessory Buildings None allowed. B. Fencing/Retaining Walls To be constructed as shown on file drawings maintained by City Engineer. C. Exterior Storage None allowed. D. Chemical/Pollutant storage and disposal None allowed. E. Screening Per Engineer and F. Grading/Landscaping As provided for in SEH's Report of September 26, 1994 and per City Engineer approval as documented in Engineering file 55118. G. Lighting To be approved by City Building Inspector and City Planner. H. Parking To conform to plans approved and on file with City as referenced in Planning Report of August 4, 1994. I. Hours of Operation Not Applicable. J. Signage To conform to City Ordinance. ! � K. Drainage To follow plans as approved by City Engineer in File No. 55118 and Bonestroo, Rosene, Anderlik & Associates correspondence of November 1, 1994. L. Other: Excavation - must conform to provisions contained within the Development Agreement IN WITNESS WHEREOF the parties have set forth their hands and seals. City of Oak Park H-ights Date: By: - a- arbara H. O'Nea Mayor Date: / Michael J. obertson City Administrator THIS INSTRUMENT WAS DRAFTED BY: Mark J. Vierling Wolff Eckberg, Lammers, Briggs, & Vierling, P.L.L.P. 1835 Northwestern Avenue Stillwater, MN 55082 (612) 439-2878 re 0 a IV IH.Hi• � O *41r� mmn� cD3 J• 8 i N � �o+ a (1) a, . :� A x co w• `� 5' ' r0 re m cc Ore DI m m PI ►r m -_r+ m n n H O r+ Ort to• tzn PI asel t`�' M °= ccoc 'Y �'tto �c '1 2r+_ 2r* co py� re O rt �r•-rY H O ►r r* n m r*.N. r r O H O' v gil►ti 7 to O .- h -.M y m7' m H art+ CCCoN - m - g ,N M : te►+ x x F,.; S . N ts! r• CD Z tr ti •Q p- rD O :al GZ 41 K ' re I O m' Pa vs G ►�, O !'tQ fl.e'' X00 x $44d o d IS • O R C O' m T W 0 ,s• =C m b ' a 8 0% Q► O Q1 d M Ls7 FMS f? O rn► Pe K :v N 01 • P+► 10 • M . fl M r�•r ►►►CCG re m r* m re A A ;M r0+ r* m = O DO O ►-7 g pg Pi kel O '" N ` m ` L O M M D► t+- !+- Mme+• 1-1 mi NSCi] mrt . 0..rrOKtore z :M Ber lig ...)� d F+C O � H �M ; 0 < � ' in !]t rpt N I- O'• @ m a :_• A 1-4 M n O F-+ K v '` M m O ,07 drep i. R M1• 1i `�' C mQ 5' M 0D cg: tl H TA d O Ireg4 '° e ° f. r I-' o a a .< x,0CD 8 % � I, . • 5 . 5 @b' cc. 01 ►_.- k * Fes,. O C l`w 0 1.1 1.4 Cet =" W• Z at ill CO Pet 0 PI So. p� rot m rt 01. m( 4r b o @ @ el r'* .7 m K ca �S . 1A 14 �! re_ CD re W 1,-h W' 01 I-•I K ,i.,.,3 6, . I-. ogm `arQ : _ M �� [m rr M 0 ,: m 01re ►�1 ID N O N '•0 Pi pq1 ii 1. M rY .�to ac@ O z` +'! A rr64 K M M M8 PI r•r1 N C ;4 •' MS to O N a4 ?;• rj- 41) a r* r* 7 r* ►i 5• o aA are 5' 5' S•O, 5 .., 1-3 i '8 H al IA .;11 7 m CD 141 el 5 g. Oeel n n r• r+ A N w- rt+, 0 0 E. CD n ►* re m M r+ .4,5 0 , ?. £z626£b1 _ _ . z0'd0.1 6utfian..rnS 4.4�J(1> W02ld 00:£t b66t-LT-FON Z092., 882, Zt9 t0:£t t76/LT/TT - • CERTIFICATION I hereby certify that I have examined the annexed copy of the Planned Unit Development Permit for Valley View Estates against the original thereon on file and of record in the office of the City Administrator for the City of Oak Park Heights and find the same to be a true and complete copy thereof . Witness my hand and the seal of said City this /1414 day of /lJ' 1 , 1995 . (SEAL) Michael J/?. / rtson City Admi tor ID LAW OFFICES OF ECKBERG, LAMMERS, BRIGGS, WOLFF & VIERLING 183S NORTHWESTERN AVENUE STILLWATER, MINNESOTA 55082 (612) LYLE J.ECKBERG FAX 439-2878 23 JAMES F. LAMMERS ROBERT G. BRIGGS PAUL A.WOLFF GREG J.VIERLING O R rJ(� GREGORY H EBERG V E KEVIN K.SHOEBERG THOMAS J.WEIDNER SUSAN D.OLSON ' a November 11, 1994 NOV 1994 THE HONORABLE BARBARA H O'NEAL MR JACK DOERR MAYOR OF THE CITY OF OAK PARK HTS 14520UPPPER K ERS56TH5SSTREET N 5495 OAK GREEN PLACE NORTH OAK 082 OAK PARK HEIGHTS MN 55082 MR DAVID SCHAAF MR DICK SEGGELKE SUITE 121 14256 57TH STREET NORTH 6201 ST CROIX TRAIL N OAK PARK HTS MN 55082 OAK PARK HTS MN 55082 " MR DEAN KERN SR 5885 OLDFIELD AVENUE N • OAK PARK HTS MN 55082 RE: Krongard Development Agreement Dear Mayor and Council: Enclosed herewith please find a draft Developer's Agree ent fnt which we have prepared as it affects Mr. Kro gard's applicationView Estates which has the development of that portion of Valley received approval from the City Council for development at this time. This draft incorporates the revisions and suggestions offered by the Office of the City Planner and the City Engineer as well as those which have been suggested by this office. I would ask that this matter be placed on the agenda for November 14, 1994 to receive council approval. You will note that Mr. Krongard has requested the addition of permission to construct 3 twin home units that are adjacent to Osgood Avenue as they are accessible to existing utilities in that area. This would be in addition to the construction of the townhome units as has already been approved by the Council. • s MAYOR AND COUNCIL Page Two November 11, 1994 That suggestion has already been reviewed by Planning and Engineering Departments and it is my understanding that they have no objection to adding the twin home units to the permit which has been granted by the anticipates the construction o e eland to h Agreement.hose Consequently, this g additional twin home units. Naturally, should anyone have any questions in the matter, please do not hesitate to contact me directly. Yours very truly, Mark J. Vierling MJV/smp Enclosure cc: Mr. Jack Krongard Mr. Joe Anderlik Mr. Scott Richards Ms. LaVonne Wilson / Bonestroo,Rosene,Anderlik and Associates,Inc.iirmative Action/Equal Opportunity Employer Bonestrooll, Otto G.Bonestroo,P.E. Howard A.Sanford,P.E. Michael P.Rau,P.E. Mark D Wallis,RE. Robert W Rosene,P.E.* Keith A.Gordon,RE. Agnes M.Ring,A.I.C.P. Miles B.Jensen.P.E. Rosene Joseph C.Anderlik,P.E. Robert R.Pfefferle,P.E. Thomas W Peterson,RE. L.Phillip Gravel.P.E. Anderlik & Marvin L.Sorvala,P.E. Richard W.Foster,P.E. Michael C.Lynch,P.E. Karen L.Wiemeri,P.E. Richard E.Turner,RE. David O.Loskota,P.E. James R.Maland,P.E. Gary D.Kristofitz.P.E. Glenn R.Cook,P.E. Robert C.Russek,A.I.A. Jerry D.Pertzsch,P.E. Keith R.Yapp,RE. 11 Associates Thomas E.Noyes,PE. Jerry A.Bourdon,P.E. Scott J.Arganek.RE. Douglas J.Benoit,P.E. Robert G.Schunicht,P.E. Mark A.Hanson,P.E. Kenneth P.Anderson,P.E. Shawn D.Gustafson,P.E. Susan M.Eberlin,C.RA. Michael T.Rautmann,P.E. Mark R.Rolfs,P.E. Cecilio Olivier.P.E. Engineers & Architects *Senior Consultant Ted K.Field,P.E. Mark A.Seip.P.E. Paul G.Heuer,P.E. Thomas R.Anderson,A.I.A. Gary W.Morien,P.E. John P.Gorder,P.E. Donald C.Burgardt,P.E. Paul J.Gannon,A.I.A. Charles A.Erickson Thomas A.Syfko,P.E. Daniel J.Edgerton,P.E. Leo M.Pawelsky November 7, 1994 Frederic J.Stenborg,P.E. A.Rick Schmidt,P.E. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell,P.E. James F.Engelhardt Ms. LaVonne Wilson City of Oak Park Heights 14168 North 57th Street P.O. Box 2007 Stillwater, MN 55082 Re: Valley View Estates - Phase One Utility Improvements File 55118 Dear Ms. Wilson: Transmitted with this letter are two(2) sets of final plans and specifications for the Valley.View Estates - Phase One Utility Improvement Project. Based on these plans, we have prepared a construction cost estimate, a copy of which is attached for your information. A comparison of this construction cost estimate with the estimated costs given in the preliminary report is given below: Preliminary Report Final Plans Part Oct. 11, 1994 Nov. 4, 1994 1. Sanitary Sewer $17,980.00 $18,200.00 2. Water Main 16,950.00 14,650.00 • 3. Services 6,520.00 5,940.00 4. Storm Sewer 24,565.00 27,600.00 Total $66,015.00 $66,390.00 As can be seen, the final estimated construction cost differs only slightly from the preliminary report estimate, due to minor variations in estimated quantities and unit prices. If you have any questions regarding this project or need further information,please contact me. Yours truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Joseph R. Rhein 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 r • Bonestroo Bidder Total Base Bid AnderUk g Address Telephone No. Assodates r ,,,„,suk .Nom, City,State,Zip Fax.No. (PA S Tk✓GT IOM (w57". `iee //- / COST ESTIMATE VALLEY VIEW ESTATES-PHASE I UTILITY IMPROVEMENTS FILE NO. 55118 OAK PARK HEIGHTS,MINNESOTA 1994 Opening Time: Opening Date: Krongard Construction Company 14791-60th Street North #2 Stillwater, MN 55082 Gentlemen: The undersigned, being familiar with your local conditions, having made the field inspections and investigations deemed necessary,having studied the plans and specifications for the work including Addenda Nos. and being familiar with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completely construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 W.Trunk Highway 36, St. Paul, Minnesota 55113, as follows: No. Item Unit Qty Unit Price Total Price Part 1 -Sanitary Sewer 1 Remove existing bituminous surfacing SY 180 $ 3, o o $ 54/0,oU 2 Remove existing concrete curb&gutter LF 50 $ Y 00 $ ZOO,00 3 Restore bituminous street surfacing per Special Provisions SY 150 $ IU, 0 0 $ 6.600 • 00 4 8"PVC,Sch.SDR 35,0'-8' deep in place with specified bedding LF 20 $ /6, Ob $ 3 O.at) 5 8"PVC,Sch.SDR 35,8'- 10' deep in place with specified bedding LF 70 $ /7.06 $ /190,00 55118co.est P-1 ' • • No. Item Unit Qty Unit Price Total Price 6 8"PVC,Schedule SDR 35, 10'-12'deep in place with specified bedding LF 250 $ /9,DO $ 7 5a•oO 7 Std. 4'dia. manhole,8'deep,with R-1642B casting in place - FA 2 $ /Z SO. o0 $ 2 Soo l&v 8 4' dia. MH depth greater than 8' deep LF 5 $ /00 OT2 $ S 00,Oc) 9 8"x 4"PVC,Schedule SDR 35,wye branch in place with bedding EA 4 $ S 0 .00 $ Z 00.00 10 Cut-in to existing manhole and reconstruct invert EA 1 $ coo.co $ 5'00,o0 11 Improved pipe fdn.mil, 6"thick in pl. LF 300 $ f'DO $ 300, 00 12 1-1/4"clear rock for mud break in p1. TN 20 $ /0 , B $ ZOO.00 13 Traffic control, all phases of work including all signs,barricades,flag- persons, flashers &all else necessary LS 1 $ /000 . 00 $ /00O.0O Total Part 1 -Sanitary Sewer $ /P, 200.00 Part 2-Water Main 14 8"DIP,CL 52,7-1/2'min. cover in pl. LF 225 $ Z0.00 $ '/SOO, 15 6"DIP,Cl. 52,7-1/2'min. cover in pL LF 190 $ /6. 00 $ 30410,AP 16 8"gate valve and box in place EA 1 $ (.00.00 $ 6,00 .OV 17 6"gate valve and box in place EA 1 $ 4100.OD $ 4/00.06 • 18 5"valve hydrant in place EA 2 $ /Z.00.00 $ 244 00. a0 19 Valve box extension in place LF 4 $ L10.00 $ 110 0. ab 20 WB-67 hydrant barrel extension in place LF 1 $ 300. 00 $ 300.00 21 C.I. fittings in place LB 1,450 $ 1. 00 $ 1 Y 5-0. 00 22 Cut-in to ex.8"DIP per Spec,Prov. EA 2 $ 300 00 $ (o0O' 00 23 Remove existing 8"DIP LF 40 $ /0. 4.70 $ '1 00.00 55118.PRO P-2 • • No. Item Unit Qty Unit Price Total Price 24 Plug &abandon ex. 8"DIP per Spec.Prov. EA 2 $ 200.00 $ 4104. OP 25 Impr.pipe fnd.mtL, 6"thick in pl. LF 400 $ /,00 $ 4100. OA Total Part 2-Water Main $ /1,6,50•bU Part 3 -Building Services 26 2"corporation stop tapped in 6"DIP plug,complete in place as per specifications EA 4 $ 2$0.00 $ 1000. 00 27 2"curb stop and box in place EA 4 $ Z$D G'O $ /000, 00 28 2"Type"K"copper water service in separate trench LF 180 $ / P, 00 $ 3 t 440 Of) 29 4"PVC,Schedule 40,sewer service in separate trench with specified bedding LF 70 $ 9.04 $ 30 ,00 30 Improved pipe fdn. mil., 6"tliick in pl. LF 70 $ /1 $ -70.de. Total Part 3 -Building Services $ 591/0. 00 Part 4-Storm Sewer 31 Remove existing bituminous surfacing SY 190 $ 3. 00 $ 570. 00 32 Restore bituminous street surfacing per Special Provisions SY 170 $ 1/d, 00 $ 48b0.00 33 Restore bituminous pathway surfacing per Special Provisions SF 100 $ 3, 00 $ 300•a 34 Remove&repl. ex.conccurb&gutter LF 90 $ /5. UU $ /3 SO .00 35 18"RCP,Cl. 5,0'- 8'deep in place LF 80 $ t 00 $ 1 Zile). oU 36 15"RCP,CL 5,0'-8'deep in place LF 35 $ Z S, b0 $ 75W. Ofd 37 12"RCP,CL 5,0'-8'deep in place LF 160 $ ZZ.00 $ 55-2.0 I GY) 38 Std. 4' dia. MH (Plate 1-10)with R1642B casting in place EA 1 $ //O0•Do $ 1160. 00 55118.PRO P-3 S • No. Item • Unit Qty Unit Price Total Price 39 Std. 4'dia. CBMH(Plate 1-16)w/R3067V casting in place EA 3 $ /ZOO,D > $ 3 (o 00. 00 40 2'x3precast CB(Plate 1-19)w/R3067V casting in place EA 1 $ 6:"So.00 $ Er SO GO 41 18"RCP flared end section with trash guard in place EA 2 $ 8'5 0.01.) $ 1-100.Ot.) 42 15"RCP,flared end section w/trash guard in place EA 1 $ 750. 00 $ 750,00 43 12"RCP,flared end section w/trash guard in place EA 1 $ (v 50,00 $ (0 50,00 44 Rip rap,Class 3,hand-placed CY 20 $ Ov $ S'DU •00 45 Seepage collar on 18"RCP per PL SP-17 EA 1 $ 300 • tY) $ 300, OD 46 Cut-in to ex.MH &reconstruct invert EA 1 $ 300•CO $ 300. 00 47 Improved pipe fnd.mtl,6" thick in p1. LF 250 $ I I DO $ ZSO.oU 48 Erosion control system in place per Standard Plate SP-64 LF 50 $ 1 .134) $ I 0O.0a 49 Erosion control system in place per Standard Plate SP-89 LF 100 $ Z . uv $ ZD0.00 50 Erosion control system for CB protection per Standard Plate SP-104 in place EA 2 $ Z 5.0 $ $U. Ob 51 Seeding,including seed,mulch, fertilizer, &disk anchoring AC 0.3 $ /000.00 $ 300.00 52 Seeding,including seed,topsoil,wood fiber blanket,mulch&fertil. complete SY 200 $ 2.00 $ (WO.0e) 53 Sodding with 4"topsoil SY 100 $ Z. SU $ 150. 54 Emergency overflow swale grading and sod restoration as per Specifications SY 50 $ (D,DU $ 300.00 Total Part 4-Storm Sewer $ 27 (,00, 00 55118.PRO P-4 • No. Item Unit Qty Unit Price Total Price Total Part 1 -Sanitary Sewer $ 209 Total Part 2-Water Main $ /4',45i' BD Total Part 3 -Building Services. $ 5 9/0,00 Total Part 4-Storm Sewer $ oo Total Base Bid $ ( 39O,CO 55118.PRO P-5 S f The final amount of the contract shall be determined by multiplying the final measured quantities of the various items actually constructed and installed by the unit prices therefor, in the manner prescribed in the specifications. However,the low bidder shall be determined by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefor. Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount of $ , which is at least five percent (5%) of the amount of my/our bid made payable to the Owner, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me/us. In submitting this bid it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Owner. In submitting this bid, it is understood that payment will be by cash or check. It is understood that bids may not be withdrawn for a period of 45 days after the date and , time set for the opening of bids. It is understood that the Owner reserves the right to retain the certified check or bond of the three lowest bidders as determined by the Owner for a period not to exceed 45 days after the date set for the opening of bids. Respectfully submitted, (A Corporation) (An Individual) Name of Bidder (A Partnership) Signer Title Printed Name of Signer 55118.PRO P-6 . r TAUTGES, REDPATH & CO., LTD. CERTIFIED PUBLIC ACCOUNTANTS November 7, 1994 To the Honorable Mayor and Members of the City Council City of Oak Park Heights 14168 N 57th St Stillwater,MN 55082 RE: PROPOSED DEVELOPER AGREEMENT--KRONGARD CONSTRUCTION CO./VALLEY VIEW ESTATES Pursuant to your request,I have reviewed the City Engineer's Preliminary Report dated October 11, 1994. I have also reviewed this Report with the City Engineer,City Attorney, and City Administration. The City Engineer's Preliminary Report details the improvements to be constructed(by the City) and allocates such costs to the following units: Description Amount PHASE 1: 26 Townhouse Units @ $4,870 $126,620 PHASE 2: 8 Single Family Units @ $9,740 $77,920 24 Twin Home Units @ $7,310 175,440 26 Townhouse Units @ $4,870 126,620 379,980 Total Developer Units Costs 506,600 City Costs - Street Realignment 40,000 TOTAL PROJECT COST 546,600 4810 White Bear Parkway • White Bear Lake, Minnesota 55110 • 612/426-7000 • FAX/426-5004 • Member of HLB International • S To the Honorable Mayor and Members of the City Council November 7, 1994 Page 2 The City costs shown above (in the amount of$40,000)represent the costs of realigning 56th Street. The City had previously committed not to assess these costs. Accordingly, such costs le not included as part of the unit costs/charges to the Developer. The City will have to finance this $40,000 from other sources. Two options are available. The City has heretofore realigned 57th and 58th Streets in this area at a cost of approximately $150,000. The City financed such costs by the use of T.I.F. monies. The City could use a portion (60%) of its 1994 T.I.F.revenue to fmance the additional$40,000 to be spent with this project. However, this would probably require an amendment to the City's T.I.F.Financial Plan. Additionally,the City is planning to use such T.I.F.revenue for City-wide street reconstruction. The second option (to finance this$40,000) would be the use of Closed Bond Fund reserved balances. This option can be effected by an action of the City Council without formally amending the City's T.I.F.Financial Plan. Accordingly,we recommend the use of the Closed Bond Fund to finance this$40,000. The developer has apparently requested City assistance (in the form of the special assessment process) to help finance the$506,600 developerportion of these costs. Prior to 1991, the City did have a policy of special assessing developer projects. However, such policy was changed in response to substantial delinquent special assessments relating solely to a developer project. No developer projects have been financed by the special assessment process since this policy change in 1991. This proposed Developer Agreement includes sanitary sewer,waterworks, and storm sewer connection charges in addition to the unit construction charges. City policy with regard to connection charges requires payment at the time of development rather than at the time of construction. Usually such connection charges are paid at the time the individual building permits are issued. • To the Honorable Mayor and Members of the City Council November 7, 1994 Page 3 SUMMARY/CONCLUSION DIRECT CONSTRUCTION COSTS Current City policy of not using the special assessment process to finance direct developer improvements (such as this project)has been in effect for the past four years. Such policy helps the City maintain a solid bond rating for all City bonding. Such bonding will probably increase over the next several years as the City completes its City-side street reconstruction program. CONNECTION CHARGES Current City policy does allow for deferral of developer connection charges over the life of each developer project. Such connection charges total approximately$162,900 for this project (including the $11,700 to be deferred on the additional 1.6 acre parcel). Current City policy allows for payment of connection charges at the time that building permits are issued. Such policy does assist developers in overall project financing. We dq nnol recommend a change/variance to the existing City policy(s) for this project. The developer should be allowed the deferral of payment of the connection charge portion of their costs as building permits are issued. This would allow a partial deferment of approximately 25% of total developer charges. Yours very truly, TAUTGES,REDPATH& CO.,LTD. 2- 47t‘ Robert J. Voto, CPA RJV/lad c: City Attorney City Engineer • Ms. Judy Holst Developer File CITY OF x OAK PARK HEIGHTS A MINNESOTA STAR CITY November 4, 1994 TO WHOM IT MAY CONCERN: THE VALLEY VIEW ESTATES CONDOMINIUM PROJECT WILL HAVE CITY WATER AND SEWER INSTALLED AND CONNECTED. CITY OF OAK PARK HEIGHTS 44.3 La Vonne Wilson City Administrator/Treasurer 14168 North 57th Street • Box 2007 • Oak Park Heights, Minnesota 55082-2007 Phone: 612-439-4439 • Fax: 612-439-0574 V/ Bonestroo,Rosene,Anderlik and Associates,1 Affirmative Action/Equal Opportunity Employer JA 10Bonestro Otto G.Bonestroo,PE. Howard A Sanford,PE. Michael P.Rau,P.E. Mark D.Wallis,P.E. Rosene Robert W Rosene,PE" Keith A.Gordon,PE. Agnes M.Ring.A.IC.P Miles B Jensen,P.E. Joseph C.Anderlik,P.E. Robert R.Pfefferle,PE Thomas W.Peterson.RE. L.Phillip Gravel,RE. MI ^J �/ xA Marvin L.Sorvala,P.E. Richard W.Foster,PE. Michael C.Lynch,P.E. Karen L.Wiemeri,P.E. il AnMeri■�„ Vl Richard E.Turner,P.E David O.Loskota.P.E. James R.Maland,P.E. Gary D.Kristofitz.P.E. Glenn R.Cook,PE. Robert C.Russek,A.I.A. Jerry D.Pertzsch,RE. Keith R.Yapp,P.E. Associates Thomas E.Noyes,P.E. Jerry A.Bourdon,P.E. Scott J.Arganek,P.E. Douglas J.Benoit P.E. Robert G.Schunicht,P.E. Mark A.Hanson,P.E. Kenneth F Anderson,P.E. Shawn D.Gustafson,P.E. Susan M.Eberlin,C.P.A. Michael T Rautmann,P.E. Mark R.Rolfs,P.E. Cecilio Olivier,P.E. Engineers & Architects *Senior Consultant Ted K.Field,P.E Mark A.Seip,P.E. Paul G.Heuer.PE. Thomas R.Anderson,A.I.A. Gary W.Morien,P.E. John P.Gorder,P.E. Donald C.Burgardt,P.E. Paul J.Gannon,A.I.A. Charles A.Erickson Thomas A.Syfko,P.E. Daniel J.Edgerton,RE. Leo M.Pawetsky Frederic J.Stenborg,P.E. A.Rick Schmidt,P.E. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell.P.E. James F.Engelhardt November 1, 1994 Mr. Jack Krongard Krongard Construction Company Q�IE 14791 60th Street N. #2 r@lE Stillwater, MN 55082 NOV 2Re: Valley View Estates 1994 City of Oak Park Heights 1 Our File No. 55118 Dear Mr. Krongard: We have reviewed the plan dated September 29, 1994 for the proposed ponds in the northern townhome site of the Valley View Estates Addition in the City of Oak Park Heights, MN. As a result of this review, we have found that there are some difficulties in constructing the ponds and storm sewer outlet as proposed by you. Therefore, we have redesigned the ponds and outlet as shown on the attached drawing. We suggest that our design be used for the ponds, as it results in greater storage capacity as well as a decrease in outlet discharge. Plans and specifications for the first phase of development in Valley View Estates are currently being prepared for approval by the City Council. This first phase consists of the townhome area north of 58th Street, and includes the two ponds discussed above. Unless we receive information to the contrary, we will assume that our design will be used for the ponds, and will prepare our plans and specifications accordingly. If you have any questions regarding this letter, or wish to discuss this matter further,please contact me. • Yours truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. • 4„� =- - Joseph R. Rhein Attachment cc: ti * r r .' '' l 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 • 11 Northwest Associated Consultants , Inc . AC URBANANNING PL • D E S I G N • MARKET RESEARCH GcGwC 27 .94 MEMORANDUM TO: Mark Vierling FROM: Scott Richards DATE: 26 October 1994 RE: Oak Park Heights - Krongard PUD FILE NO: 798.02 - 94. 05 As a follow up to the 24 October 1994 City Council meeting in which staff was authorized to draft a development contract for the townhome portion of the Jack Krongard project north of 58th Street, I offer the following comments related to the contract: 1. All of the conditions listed in the 9 September 1994 planning report are valid and should be included in both development contracts. 2 . The park dedication fee for Phase I (the townhouse development north of 58th Street) would be $9, 380 . 00. Phase II park dedication fees for the single family, twinhome and townhome development would equal $21, 340 .00 . 3 . Mr. Krongard has not developed a signage plan for the project. Signage should be subject to staff approval and if necessary, City Council approval after the development contracts have been executed. 4. There was no garage sizing issue with the northerly townhouse units. 5. If the northerly townhouses are completed and occupied this Winter, we may need to coordinate with NSP for street lighting installation for this portion of the development if necessary. r 5775 Wayzata Blvd.• Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 1 . 111 6 . It is unlikely that any landscaping improvements will be made this Fall/Winter for the northerly townhome units. Comments on the landscape plan are found as attached. We will require as a condition of the development contract, revised landscape plans. If you have any questions on these issues, please do not hesitate to contact me. pc: LaVonne Wilson Jack Krongard 2 • �N Northwest Associated Consultants , Inc . AC URBAN P L A N N I N G • DES I G N • MARKET RESEARCH MEMORANDUM TO: LaVonne Wilson FROM: Elizabeth Stockman / Scott Richards DATE: 25 October 1994 RE: Oak Park Heights - Krongard PUD (Landscaping Plan) FILE: 798.02 94.05 I have conducted a preliminary review of submitted landscape plans for the PUD site. While the overall intent of the landscape plans is positive, the plans are somewhat conceptual in nature and are lacking the required level of detail . This necessitates that revised plans be submitted which specify the exact species, quantities, and locations of plant materials. With regard to the landscape design, I make the following comments and recommendations: 1) The evergreen plantings along the back of the twin homes are good. A dense and hardy variety would be the best here, such as Black Hills or Colorado Blue Spruce. In addition to this, it is recommended that some ornamental overstory trees such as crabapples be provided at the front of the structures. 2) The shade trees proposed at the front of the 6-unit and 8-unit buildings are also acceptable, however, they should be somewhat of a compact variety that will not crowd the structures, interfere with the garage doors/vehicles, or outgrow their small space. It would be beneficial to specify more than just one variety throughout. 3) The placement of ornamental shrubs along 58th Street is difficult to evaluate without knowing the species and sizes of the proposed plantings . The species should be tall enough to provide a buffer from 58th Street and parking areas, while providing for color, texture, and variety within the development. It should be ensured that the plantings'are easy to maintain and mow around. 5775 Wayzata Blvd.- Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 • • 4) The plantings proposed around the foundation of the 6-unit and 8-unit buildings appear acceptable, with one exception. The median between the garages encompasses a small area of turf which would be difficult to maintain properly. It is recommended that this area contain only mulch or plantings. A good rock or wood chip mulch with plastic underlay should be the minimum in these or similar locations, but turf is acceptable in larger areas which can be mowed easily. All areas which abut turf areas should be edged. 5) The entry court to the twinhomes is generally acceptable and positively includes understory mulch, however, a few more plantings could be shown (such as more day lillies) to fill-in the area a little more. 6) All landscaping materials shall comply with the minimum requirements specified in Section 401.03 .B.7 of the Zoning Ordinance (see attachment) . 2 i feet. Earth mounding or berms may be used but shall not be used to achieve more than three (3) feet of the required screen. The planting plan and type of plantings shall require the approval of the City Council based upon a recommendation of the City staff. (2) A required screening fence shall be constructed of masonry, brick, wood or metal. Such fence shall provide a solid screening effect and not exceed eight (8) feet in height or be less than six (6) feet in height. The design and materials used in constructing a required screening fence shall be subject to the approval of the City Council based upon a recommendation by the City staff. c. Required Landscaping - General Residential. The lot area remaining after providing for off-street parking , off-street loading, sidewalks, driveways, building site and/or other requirements shall be landscaped using ornamental grass , • shrubs , trees or other acceptable vegetation or treatment generally used in landscaping. Fences or trees placed upon utility easements are subject to removal if required for the maintenance or improvement of the utility. Trees on utility eshall ents containing n t exceed twenty (20)overhead wiresfeet in height. (The planting of large trees is not recommended under overhead wires. ) d. Required Landscaping - Semi-Public and all income producing property uses. Prior to approval of a building permit, all above referenced uses shall be subject to a mandatory landscape plan requirement. Said landscape plan should be developed with an emphasis upon the following areas: 40 • The boundary or perimeter of the proposed site at points adjoining another existing or proposed site or sites; the immediate perimeter of the structure or building at points of its placement on the site; and the public boulevard areas at points of interface with streets or sidewalk areas of the City. All landscaping incorporated in said plan shall conform to the following standards and criteria: (1) All plants must at least equal the following minimum sizes: Balled & Potted/Bare Root or Burlapped Shade Trees* 1 3/4 in. dia. 2 in.dia. Half Trees (Flowering Crab, Russian Olive, 1 1/2 in.dia. Hawthorn, etc. ) 6-7 ft. Evergreen Trees 3-4 ft. Tall Shrubs and Hedge 3-4 ft. Material 3-4 ft. (evergreen or deciduous) 24-30 in. Low Shrubs-deciduous 18-24 inches - evergreen 18-24 inches potted 24-30 in. - spreading evergreens 18-24 inches potted 18-24 in. Type and mode are dependent upon time of planting season, availability and site conditions (soils, climate , ground water , man-made irrigation, grading, etc. ) *All boulevard trees must be at least 2 1/2 inches caliper. (2) Spacing. (a) Planotntbe material located o shall closer than three (3) feet from the fence line or property line and shall not be planted to conflict with public plantings based on the judgement of the City Administration. 41 1 111 411 (b) Where plant materials are planted in two or more rows, plantings shall be staggered in rows unless otherwise approved by the City Administration. (c) Deciduous boulevard trees shall be planted not more than forty (40) feet apart. (d) Where massing of plants or screening is intended, large deciduous shrubs shall not be planted more than four (4)feet on center , evergreen shrubs shall not be planted more than three (3) feet on center. (3) Types of Boulevard/Street Trees. (a) Suitable Trees include: Quercus (Varieties) Oak Acer platanoides Norway Maple (and (and Varieties) Schwedler, Emerald Queen, etc. ) Acer saccharum Sugar Maple Celtis accidentalis Hackberry Betula (Varieties) Birch Gleditsia triacanthos Honeylocust (Imper- .(Varieties) ial, Majestic Sky- line, Sunburst, and Thornless) Tilia cordata (and Little Leaf Linden Varieties) (and Redmond, Greenspire, etc. ) Tilia americana Basswood (American Linden) Fraxinus pennsylvanica Green AshM(arid aridall' s) lanceolata , Ginkgo biloba (male Ginkgo tree only) Gymnocladus dioicus Kentucky Coffee Tree (b) Trees specifically prohibited within the public right-of-way include: 42 � f Acer negundo Box Elder Acer rubrum Red Maple Acer Saccharinum Silver Maple Ulmus (Varieties) Elm Populus (Varieties) Poplar (including Cottonwood) Salix (Varieties) Willow Ailanthus altissima Tree of Heaven Catalpa speciosa Northern Catalpa (4) Design. (a) The landscape plan must show some form of designed site amenities, (i .e. , composition of plant materials , and/or creative site grading , decorative lighting, exterior sculpture , etc. , which are largely intended for aesthetic purposes) . (b) All areas within the property lines (or beyond , if site grading extends beyond) shall be treated. All exterior areas not paved or designated as roads, parking, or storage must be planted into ornamental vegetationshrubs) (lawns, ground covers , unless otherwise approved by the City. (c) Turf slopes in excess of 2: 1 are prohibited. (d) All ground areas under the building roof overhang must be treated with a decorative mulch and/ or foundation, planting. • (e) All buildings must have an exterior water spigot to insure that landscape maintenance can be accomplished. 43 . III 110 (5) Landscape Guarantee. All plants shall be guaranteed for one (1) full year from the time planting has been completed. All plants shall be alive and in satisfactory growth at the end of the guarantee period or be replaced. 8 . Glare. Any lighting used to illuminate an off-street parking area, sign or other structure, shall be arranged as to deflect light away from any adjoining residential zone or from the public streets. Direct or sky-reflected glare, where from floodlights or from high temperature processes such as combustion or welding shall not be directed% into any adjoining property. The source of lights shall be hooded or controlled in some manner so as not to light adjacent property. Bare incandescent light bulbs shall not be permitted in view of adjacent property or public right- of-way. Any light or combination of lights which cast light on a public street shall not exceed one (1) foot candle (meter reading) as measured from the center line of said street. Any light or combination of lights which cast light on residential property shall not exceed four (4) foot candles (meter reading) as measured from said property. 9 . Smoke. The emission of smoke by any use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as may be amended. 10 . Dust and Other Particulated Matter. The emission of dust, fly ash or other particulated matter by any use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as may be amended. 11 . Odors. The emission of odor by any use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as may amended. 12 . Noise. The emission of noise by any use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulation NPC 1, as may be amended. 13 . Refuse. Passenger automobiles, station wagons and trucks not currently licensed by the State, or which are, because of mechanical deficiency, incapable of movement under their own power, parked or stored 44 • • CITY OF t a OAK PARK HEIGHTS ma=r. \� ,. . A MINNESOTA STAR CITY October 24, 1994 Northern States Power Company 1700 East County Road E White Bear Lake MN 55110 Attention: Mr. Jim Swanson Dear Jim: The City of Oak Park Heights approves the installation of street lighting in the Valley View Estates project . Should you need further information, please do not hesitate to contact me . Sincerely, CITY OF OAK PARK HEIGHTS La Vonne Wilson Administrator/Treasurer 14168 North 57th Street • Box 2007 • Oak Park Heights, Minnesota 55082-2007 Phone: 612-439-4439 • Fax: 612-439-0574 • LAKE ELMO BANK A TRADITION OF SERVICE IRREVOCABLE LETTER OF CREDIT NO.213 TO: City of Oak Park Heights Dated: October 14, 1994 Washington County Minnesota Gentlemen: We hereby establish our Irrevocable.Letter of Credit in your favor at the request ofate and for the account of St. Croix Land Company Inc. (hereinafter ($30,000.00)aailable upon surrender of cipar), in the aggreg amount of Thirty Thousand and No 00 U this Letter of Credit to us accompanied by your sight draft(s)drawn on us and the following documents: (1) A certificate signed by an officer of the City of Oak Park Heights stating that there has bee a default in the Developer's Agreement, dated October 13, 1994,with St. Croix Land Company Inc.,the certificate shall also state: a) the nature of the default; b) that St. Croix Land Company Inc. has received Notice of Default in but has not cured the default; c), the amount to be paid to the City; and, d) the amount to be retained as security under the Letter of Credit. All drafts so drawn must be marked "Drawn Under Irrevocable Letter of Credit No. 213". The above mentioned Letter of Credit is non-transferable and non-assignable. We engage with you that all drafts drawn under and in compliance with the terms of this Irrevocable Letter of Credit will be duly honored if presented during regular business hours at our main office located at 11465 39th Street North,Lake Elmo,Minnesota 55042,before 3:00 P.M. on or before October 13, 1995. Communications relative to this Irrevocable Letter of Credit should be addressed to the address specified above to the attention of"Financial Officer",mentioning specifically our Irrevocable Letter of Credit No. 213. 11465 39TH STREET NORTH■ LAKE ELMO,MN 55042-0457 612/777-8365■ FAx 612/773-4739 Letter Credit No. 213 October 14, 1994 Page 2. This letter of Credit shall be governed by and construed in accordance with the laws of the State of Minnesota, including the Uniform Commercial Code in effect in said state. - Except as otherwise stated herein,this Irrevocable Letter of Credit is subject Ober Uniform Customs and Practice for Documentary Credits(1993 revision), International of Commerce Publication No. 500. • Yours truly, LAKE ELMO BANK By: Alr `t • R. Scott Johnso P. Its: Assistant Vice President 11 •SHINGTON SOIL AND WATER CONSERVATION DISTRICT 1825 Curve Crest Blvd.,Room 101 Stillwater,MN 55082 (612)439-6361 MINNESOTAC E 0W E SOIL AND WATER CONSERVATION DISTRICTS D a 17 1994 October 14, 1994 1� Ms . LaVonne Wilson Administrator/Treasurer City Hall 14168 57th Street North P.O. Box 2007 Oak Park Heights, MN 55082 Re: Valley View Estates - Jack Krongard Dear Ms . Wilson: I have received a revised grading and erosion control plan from Mr. Krongard for the above referenced project . The issues that I raised in my initial review of this site, which were discussed in my October 4, 1994 letter to Mr. Krongard, have been satisfactorily addressed consistent with Middle St . Croix WMO Water Plan requirements . I will be inspecting this site from time to time, during construction, to help ensure that erosion control practices are adequately maintained. If you have any questions or require any further information, please feel free to contact me at 439-6361. Sincerely,- nc Tim Fredbo Water Resource Specialist cc: Mark Vierling, City Attorney, Oak Park Hts . MSCWMO Ken Hartung, Administrator, Bayport Jack Krongard AN EQUAL OPPORTUNITY EMPLOYER ?l • • AGREEMENT FOR ISSUANCE OF INTERIM GRADING PERMIT WHEREAS, Krongard Construction Company has applied for a Planned Unit Development within the City of Oak Park Heights; and, WHEREAS, Krongard Construction Company has received concept approval on the Planned Unit Development; and, WHEREAS, Krongard Construction Company has applied to the City for an Interim Grading Permit to be allowed to grade and seed the area to be improved by the Planned Unit Development prior to the onset of winter 1994 anticipating that the balance of development will be completed throughout 1994 and 1995; and, WHEREAS, the Office of the City Engineer has reviewed the grading and ponding plans as it affects the Planned Unit Development and has determined that the appropriate level of security would be in the amount of $30, 000. 00 to secure to the City the prompt and proper grading, seeding and ponding that is necessary to serve this development; and, WHEREAS, Krongard Construction Company has received also preliminary approval from the Middle St. Croix Valley Water Management Organization, who has temporarily approved the grading and ponding plan; and, WHEREAS, Krongard Construction Company acknowledges that they would be preceding at their own risk in that there has not been a final approval granted as to the Planned Unit Development application and acknowledges that the work that it may be implementing on an interim basis may be of no benefit and may be lost to them if the Planned Unit Development is not granted in final form; and, t . 111 WHEREAS, Krongard Construction Company recognizes and acknowledges that the City of Oak Park Heights shall not be bound to issue any final Planned Unit Development and may under its own regulations and in the public interest, modify, amend, change or otherwise alter aspects of the Planned Unit Development as applied for or otherwise refuse to issue same, if the same does not comply with the ordinances and regulations of the City of Oak Park Heights or the interests of the Public as served by the City of Oak Park Heights. NOW, THEREFORE, BE IT RESOLVED by the City Council for the City of Oak Park Heights and Krongard Construction Company as follows: 1. That the proposed Development to be known as Valley View Estates as proposed by Krongard Construction Company shall be allowed to proceed with interim grading, ponding and seeding in the manner and form as approved by the Office of the City Engineer. 2 . That prior to the commencement of any work on the interim grading permit to be issued by the City, Krongard Construction Company shall deposit with the City by way of cash or irrevocable Letter of Credit, a security of $30,000.00. 3 . That in the event the City Engineer determines that Krongard Construction Company is not performing the grading, ponding and seeding in an acceptable manner or creates a condition upon the site which is dangerous or hazardous to the public safety, creates unacceptable levels of erosion or exposure for risk of future erosion to the site or to adjoining properties, the City of 2 • 110 Oak Park Heights may, without notice to the Developer, apply on the cash deposit or Letter of Credit to secure funds necessary for the City to complete the interim grading, seeding and ponding in a manner acceptable to the Office of the City Engineer. Dated this 13th day of October, 1994. KRONGARD CONSTRUCTION COMPANY CITY OF OAK PARK HEIGHTS � � By.. By' lief--&74- 1st Its /dY pu Clerk 3 10/14/94 11:14 P. 01 • Ir WASHINGTON SOIL AND WATER CONSERVATION DISTRICT 1826 Calve Crest atvd,Room 101 5nnwolor.MN 55082 1 iJ (612)439-6361 1101116 MINNESOTA SOIL AND WATER CONSERVATION DISTRICTS 9 4 Ms. LaVonne Wilson Administrator/Treasurer City Hall 14168 57th Street North P.O. Box 2007 Oak Park Heights, MN 55082 Re: Valley View Estates - Jack Krongard Dear Ms. Wilson: I have received a revised grading and erosion control plan from Mr. Krongard for the above referenced project . The issues that I raised in my initial review of this site, which were discussed in my October 4, 1994 letter to Mr. Krongard, have been satisfactorily addressed consistent with Middle St. Croix WMO Water Plan requirements . T will be inspecting this site from time to time, during construction, to help ensure that erosion control practices are adequately maintained. If you have any questions or require any further information, please feel free to contact me at 439-6361. Sincerely, Tim Fredbo Water Resource Specialist cc: Mark Vierling, City Attorney, Oak Park Hts . MSCWMo Ken Hartung, Administrator, Bayport Jack Krongard Post-ltw brand fax transmittal memo 7871 #of pages mm 12.4. '_ tar 0, °V.1r1 f - AN EQUAL OPPOF pt 13 one 8 y►i9-OW Putt A,....z?zj • • LAW OFFICES OF ECKBERG, LAMMERS, BRIGGS, WOLFF & VIERLING 1835 NORTHWESTERN AVENUE STILLWATER. MINNESOTA 55082 LYLE J. ECKBERG (612)439-2678 JAMES F. LAMMERS FAX(612)439-2923 ROBERT G. BRIGGS PAUL A.WOLFF MARK J.VIERLING GREGORY G.GALLER [@`_ R O W E KEVIN K.SHOEBERG �7 THOMAS J.WEIDNER October 13, 1994 SUSAN D.OLSON OCT I 4 ON MR RAYMOND 0 MARSHALL LAWSON MARSHALL McDONALD & GALOWITZ P A 3880 LAVERNE AVENUE NORTH LAKE ELMO MN 55042 RE: City of Oak Park Heights Our File No. 1501-2116 Your Client - Jack Krongard Valley View Condominiums East/ Valley View Condominiums West/ Valley View Garden Homes - Dear Mr. Marshall: I have reviewed the various declarations for the above projects dropped off at my office by your client. I presume the same are in preliminary draft form and would expect the final draft to substantially comply with that which has been provided. I would also suggest that the following adjustments may need to be considered: a) As it affects easements for ingress/egress and parking, I would request that the same be noted on the plat. These easements would, of course, include the right of access over the common area of the private drive. b) As it affects the draft of the various declarations for each common interest community, we will require that provisions within the declarations affecting amendment provide that there shall be no amendment, alteration, improvement or other modification affecting the common elements without the approval of the City of Oak Park Heights. c) I note in your draft of the declaration for Common Interest Community No. 73, you have provided paragraph XIV on the priority of City Ordinances. We will require that such a similar provision also appear as it affects the declaration for CIC No. 74 and CIC No. 75. MR RAYMOND 0 MARSHALL Page Two October 13, 1994 As it affects your drafts of the declarations for CIC No. 74 and 75, I note at paragraph 16 affecting the easements granted to the City of Oak Park Heights, that there are dimensions omitted presumably awaiting response from engineering or determination of the developer as to which of those provisions they wish to propose. I have taken the liberty of forwarding a copy of that segment of each of those declarations to the City Engineer for his comment. I do not have draft of the plat itself and, of course, reserve any comments that may otherwise be raised after I receive a copy of that plat for purposes of application to these proposed declarations. Yours very truly, S Mark J. Vierling MJV/smp cc: Ms. LaVonne Wilson Mr. Jack Krongard •ASHINGTON SOIL AND WATER CONSERVATION DISTRICT 1825 Curve Crest Blvd.,Room 101 Stillwater,MN 55082 - (612)439-6361 \ice MINNESOTA Cs C� C� D 6 SOIL AND WATER CONSERVATION DISTRICTS MI October 4, 1994 Jack Krongard C 0 py Krongard Construction 14791-60th Street North Stillwater, MN 55082 Re : Valley View Estates Storm Water Management Plan Dear Mr. Krongard: I have reviewed the hydrologic analysis materials for this development that were prepared for you by SEH, Inc. By incorporating the ponding and snow storage areas, and raising the height of the berm in subwatershed 19-4, SEH' s analysis shows that you will be compliant with the Middle St . Croix WMO storm water rate control policy requirement . These improvements should be shown on your preliminary plat grading plans and incorporated into your contract document specifications for this project. A cross sectional berm design should also be shown. I would suggest a minimum 4 foot top width and sideslopes be 2 : 1 or flatter. The berm will need to be adequately compacted when constructed to help prevent failure. The additional erosion control measures that we discussed on the site will also need to be shown on the grading and erosion control plan. These include the properly installed silt fence along the southern and eastern boundaries of this site, and the storm sewer inlet protection around the existing beehive catch basins . The silt fence along the south should be installed on the north side of the storm sewer catch basins along the southern grading limits to keep sediment out of the existing storm sewer system. All the erosion control measures should be properly installed prior to the start of grading, and be maintained throughout the construction period until turf is established on all disturbed areas . If you have any questions, or require any additional information, please feel free to contact me at 439-6361 . AN EQUAL OPPORTUNITY EMPLOYER V 411 IIM Sincerely, Tim Fredbo Water Resource Specialist cc: LaVonne Wilson, Administrator/Treas . , Oak Park Hts. Ken Hartung, Administrator, Bayport Middle St . Croix WMO Bonestroo,Rosene,Anderlik and Associates,Inc.is an A tive Action/Equal Opportunity Employer Bonestroo Otto G.Bonestroo,P.E. Howard A.Sanford,PE. el P.Rau,P.E. Mark D.Wallis,P.E. Robert W.Rosene,P.E.' Keith A.Gordon,PE. Agnes M.Ring,A.IC.P Miles B.Jensen,P.E. Rosene 11 Marvin C.Anderlik.P.E. Robert R.Pfefferle,P.E. Thomas W Peterson,P.E. L.Philip Gravel.P.E. Marvin L.Sorvala,PE. Richard W Foster,P.E. Michael C.Lynch,P.E. Karen L.Wiemeri,P.E. Anderlik & Richard E.Turner,P.E. David O.Loskota,PE. James R.Maland,P.E. Gary D.Kristofitz,P.E. Glenn R.Cook,P.E. Robert C.Russek,A.I.A. Jerry D.Pertzsch,P.E. Keith R.Yapp,P.E. 111 Associates Thomas E.Noyes,P.E. Jerry A.Bourdon,PE. Scott J.Arganek,P.E. Douglas J.Benoit,P.E. Robert G.Schunicht,P.E. Mark A.Hanson,P.E. Kenneth P.Anderson,P.E. Shawn D.Gustafson.PE. Susan M.Eberlin,C.PA. Michael T Rautmann.P.E. Mark R.Rolfs.RE. Cecilio Olivier,P.E. Engineers & Architects *Senior Consultant Ted K.Field,P.E. Mark A.Seip,P.E. Paul G.Heuer,P.E. Thomas R.Anderson,A.I.A. Gary W.Morien,P.E. John P.Gorder,P.E. Donald C.Burgardt,PE. Paul J.Gannon,A.I.A. Charles A.Erickson Thomas A.Syfko.P.E. Daniel J.Edgerton,PE. Leo M.Pawelsky Frederic J.Stenborg,P.E. A.Rick Schmidt,P.E. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell,P.E. James F.Engelhardt PRELIMINARY REPORT ON VALLEY VIEW ESTATES UTILITY AND STREET IMPROVEMENTS OAK PARK HEIGHTS,MINNESOTA FILE NO. 55118 October 11, 1994 Introduction Krongard Construction Company has submitted a plat for a new residential development to be known as Valley View Estates. The site contains approximately 18.4 acres of land and is located east of Osgood Avenue,between the existing Brekke Heights and Raymie Johnson Estates developments. Valley View Estates is proposed as a mixed density development, consisting of 8 single family homes, 24 twinhomes, and 52 townhome units in 7 individual buildings. The purpose of this report is to define the improvements required to serve the proposed development and to provide cost estimates and a method of cost recovery to determine project feasibility. The general layout of the streets and utilities to serve Valley View Estates is shown on Figure No. 1 attached to this report. Required Improvements As part of the existing developments which surround Valley View Estates, extensive utility and street improvements were made to serve this area. As a result, a large portion of Valley View Estates can be served by making service connections to these existing utilities. However, for the remainder of the site, it will be necessary to construct new improvements. 55118\prelim.60 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 • • Sanitary sewer to serve the single family homes can be provided by constructing a new manhole over the existing sanitary sewer line on 57th Street North and extending 8-inch diameter sewer into the single family area. The proposed twinhomes on 57th Street North;and Ozark Avenue North can be served off pf the existing sanitary sewer mains on each of those streets. This would be done through a combination of connections to existing services that were installed with the existing main, and cutting new services into the mains at required locations. The three townhome buildings south of 58th Street North would also be served with sanitary sewer from the existing mains on 57th Street and "Ozark Avenue. Finally, the four townhome buildings located north of 58th Street would be served by connecting to the existing sanitary sewer system on 58th Street and extending new 8-inch diameter main into the area. In order to provide water service to the single family area, a new 6-inch diameter main would be wet- tapped to the existing 8-inch diameter main located on the east side of Osgood Avenue. New 6-inch diameter mains would then be extended down 56th Street North and Osman Avenue North and connected to the existing 6-inch diameter main on 57th Street. Once the new main is in service, the existing 6-inch diameter main,which presently runs cross country between Osgood Avenue and 57th Street,would be abandoned. Similar to the sanitary sewer, the twinhomes, as well as the townhomes located south of 58th Street,would be provided with water main service off of the existing mains on 57th Street and Ozark Avenue. To serve the townhomes north of 58th Street, two connections would be made to the existing 8-inch diameter main on 58th Street. New 6- and 8-inch diameter mains would then be installed on the street and driveway alignments within the townhome area to serve the four buildings. Once the new mains are in service, the portion of the existing 8-inch diameter main located on the vacated alignment of 58th Street would be abandoned. Individual sanitary sewer and water service lines would be provided for each single family home and twinhome within the development. Water service lines would be 1-inch diameter, while sanitary services would be 4-inch. Service lines would extend 15 feet into each lot to prevent disturbance of other utilities as the homes are constructed. One sanitary sewer and water service would be provided for each townhome building. The water service would be 2 inches in diameter, with sanitary services being 4-inch diameter. The services would be extended to within 15 feet of the wall of each proposed building. In-line cleanouts would be provided on any sanitary sewer services that exceed 100 feet in length. Storm water drainage is generally to the southeast corner of the site. There is an existing 36-inch diameter trunk storm sewer which runs in an east-west direction across the site, generally paralleling 57th Street approximately 200 feet to the south. An existing 18-inch diameter storm sewer extends from this main and runs north along Ozark Avenue to collect drainage from existing Raymie Johnson 55118\prelim.60 2 I • • Estates and 58th Street. A new manhole would be placed over the existing 36-inch diameter main near Osman Avenue with a new collection system extended to receive drainage from the single family area,as well as 57th Street. A second manhole would be constructed over the 36-inch diameter main near the southeast corner of the site. From there, mains would be extended to the intersection of Ozark Avenue and 57th Street and partially up Ozark Avenue to collect runoff. Drainage from the townhome area north of 58th Street will be collected and routed into two small storm water detention basins which will be located within the townhome area. The existing storm sewer system on 58th Street will be connected to and extended to provide the outlet for these basins. It should be noted that for the purpose of this report, it is assumed that the developer will create the storm water basins as part of the overall site grading for the project. No costs have been included here for the design or construction of these basins. Street improvements within this development include the completion of the loop between 57th and 58th Streets through their extension and the construction of Ozark Avenue. In addition, the single family area of the site will contain two public streets, including a connection to Osgood Avenue. Also, as part of this project, it is recommended that the existing intersection of Osman Avenue and 57th Street be reconstructed to provide a larger radius curve for easier vehicle movement, as well as a more desirable and comfortable grade transition between the two streets. Streets and drives located within the townhome areas of the site will be constructed privately by the developer. All public streets within the subdivision are proposed to have 60-foot-wide rights-of-way, which is the City standard. All new public streets will be improved to the standard width of 32 feet from face of curb to face of curb, with surmountable concrete curb and gutter, standard residential gravel base and bituminous surfacing. The cul-de-sac will be surfaced to a standard 47-foot radius to the back of curb for vehicle movement and snow plowing. Cost Estimates Detailed cost estimates have been prepared for the construction of utilities and streets to serve Valley View Estates and are included in the Appendix to this report. All costs are based on unit prices anticipated for the latter part of the 1994 construction season and include a twenty-five(25)percent allowance for engineering, legal and administrative costs. No costs are included for capitalized interest during the construction and before assessments are levied. A summary of these costs is shown below: 55118\prelim.60 3 • • Cost Summary Item Estimated Cost Sanitary Sewer $ 66,500.00 Water Main 59,400.00 Services 65,900.00 Storm Sewer 145,900.00 Street Base 64,300.00 Street Improvements 144.600.00 Total $546,600.00 All costs shown above must be applied to the subdivision for recovery. These costs are discussed in detail in the following sections of this report. In addition, connection charges must be applied to the subdivision and included in the overall cost estimates to determine total costs. These connection charges are based on a combination of the area being developed and the proposed land use type, with higher intensity usage being charged at an increased rate. A summary of the applicable connection charges for this development is given at the end of this report. Cost Allocation As discussed previously, Valley View Estates will consist of 8 single family lots, 24 twinhomes and 52 townhomes. From previous mixed use developments, it has been found that utility lateral and street costs are nearly twice as much for single family homes as compared to townhomes or condominiums. Furthermore,twinhomes fall between these categories, for while each twinhome has its own lot similar to single family homes, the typical lot size and unit size is significantly smaller. Therefore, for the purpose of this report, each single family home will be assigned the value of one equivalent unit, each townhome will be assigned the value of one-half equivalent unit, and each twinhome will be assigned the value of three-quarters equivalent unit. The equivalent unit summary for the development is shown below: 55118\prelim.60 4 • • VALLEY VIEW ESTATES 8 Single Family Homes @ 1 equiv. unit 8 equiv. units 24 Twinhomes @ 0.75 equiv. unit 18 equiv. units 52 Townhomes @ 0.50 equiv. unit 26 equiv. units Total 52 equiv. units Due to the extent of existing public utilities located throughout the site, it will only be necessary to install new public utilities within certain portions of the development in order to provide service to all proposed units. However, no costs are being assigned here to any unit within the development for the existing utilities. Therefore, in order to keep relative costs between all units on an comparable basis, it is recommended that costs for the new public improvements to be installed under this project be divided equally among all units by the equivalent unit method as outlined above. Because charges vary with each facility, a separate discussion is presented for each of the various improvements. Sanitary Sewer The total estimated cost of the sanitary sewer improvements to be performed under this project is $66,500.00. The recommended distribution of costs is as follows: Sanitary Sewer: $66,500.00/ 52 equiv. units $1280.00 /equiv. unit Single Family: 1.0 equiv. unit @ $1280.00 $1280.00 /lot Twinhome: 0.75 equiv. unit @ $1280.00 $ 960.00 /unit Townhome: 0.50 equiv. unit @ $1280.00 $ 640.00 /unit Water Main Required water main improvements for the development are estimated to cost a total of$59,400.00. The allocation of this cost is: Water Main: $59,400.00 / 52 equiv. units $1140.00 /equiv. unit Single Family: 1.0 equiv. unit @$1140.00 $1140.00 /lot Twinhome: 0.75 equiv. unit @ $1140.00 $ 860.00 /unit Townhome: 0.50 equiv. unit @ $1140.00 $ 570.00 /unit 55118\prelim.60 5 • • Services Individual services will be installed to connect each single family home and each twinhome unit to the sanitary sewer and water systems. Only one service will be provided for each multi-unit townhome building. In order not to skew the distribution of costs too heavily onto the single family and twinhome areas, it is recommended that the entire costs for all service improvements within the development be allocated by the equivalent unit method. The resulting charges on a per lot or per unit basis are shown below: Services: $65,900.00/ 52 equiv. units $1270.00 /equiv. unit Single Family: 1.0 equiv. unit @ $1270.00 $1270.00 /lot Twinhome: 0.75 equiv. unit @ $1270.00 $ 950.00 /unit Townhome: 0.50 equiv. unit @ $1270.00 $ 630.00 /unit Storm Sewer The total estimated cost of the storm sewer improvements to be performed under this project is $145,900.00. The recommended distribution of costs is as follows: Storm Sewer: $145,900.00/52 equiv. units $2810.00 /equiv. unit Single Family: 1.0 equiv. unit @ $2810.00 $2810.00 /lot Twinhome: 0.75 equiv. unit @ $2810.00 $2110.00 /unit Townhome: 0.50 equiv. unit @ $2810.00 $1410.00 /unit Street Improvements All street and driveway improvements to be performed in the townhome areas will be done privately by the developer. Therefore, the costs of those improvements have not been included in this report and will not be charged against the development. However, it is evident that the townhome buildings located south of 58th Street will receive benefit from the construction of the public 57th Street, Ozark Avenue and 58th Street. Similarly,the townhome area north of 58th Street receives benefit from the existing public 58th Street, even though it was not directly assessed any portion of the cost to improve it. Therefore, it is equitable that the costs of the street base and street improvements for the public streets to be constructed as part of this project be distributed over all portions of the development, including the townhome areas. 55118\prelim.60 6 • At the time of the Osgood Avenue improvements in 1990, the City entered into an agreement with the existing property owners stating that no portion of the costs of realigning 57th and 58th Streets would be assessed to the contiguous and benefitted properties. It is appropriate to fulfill that agreement at this time by deducting the cost of the equivalent 57th Street realignment from the costs of improving 56th Street and Osman Avenue as part of this project. The total length of streets to be improved as part of this project is 1810 lineal feet. Expressing the total costs of the proposed street improvements on a per foot basis yields the following: Street Base: $64,300.00/ 1810 LF = $35.52/LF Street Improvements: $144,600.00/ 1810 LF = $79.89/LF At the time the agreement was entered into, the length of the proposed 57th Street realignment was 350 lineal feet. Based on the current cost estimates, the value of the realignment is: Street Base: 350 LF @ $35.52 = $12,432.00 Street Improvements: 350 LF @ $79.89 = $27,961.50 Deducting the value of the 57th Street realignment results in the following revised estimated street improvement costs which are to be applied to the subdivision: Street Base: $64,300.00 - $12,432.00 = $ 51,868.00 Street Improvements: $144,600.00 - $27,961.50 = $116,638.50 Allocating these costs on an equivalent unit basis is as shown below: Street Base: $51,868.00/ 52 equiv. units $1000.00 /equiv. unit Single Family: 1.0 equiv. unit @ $1000.00 $1000.00 /lot Twinhome: 0.75 equiv. unit @ $1000.00 $ 750.00 /unit Townhome: 0.50 equiv. unit @ $1000.00 $ 500.00 /unit Street Improvements: $116,638.50/ 52 equiv. units $2240.00 /equiv. unit Single Family: 1.0 equiv. unit @ $2240.00 $2240.00 /lot Twinhome: 0.75 equiv. unit @ $2240.00 $1680.00 /unit Townhome: 0.50 equiv. unit @ $2240.00 $1120.00 /unit 55118\prelim.60 7 • • Lot Cost Summary A summary of the lot or unit costs discussed in the previous sections of this report is shown in the following tabulation: Cost/Unit Item Single Family Twinhome Townhome Sanitary Sewer $ 1280.00 $ 960.00 $ 640.00 Water Main 1140.00 860.00 570.00 Services 1270.00 950.00 630.00 Storm Sewer 2810.00 2110.00 1410.00 Street Base 1000.00 750.00 500.00 Street Improvements 2240.00 1680.00 1120.00 Total $ 9740.00 $ 7310.00 $ 4870.00 As mentioned previously, all dwelling units within the subdivision are subject to connection charges which are collected with each building permit as the unit is developed and connected to the public utility systems. The following is a summary of the connection charges which should be applied to Valley View Estates: Connection Charge/Unit Item Single Family Twinhome Townhome Sanitary Sewer $ 714.26 $ 509.35 $ 341.00 Waterworks 1163.58 891.77 668.46 Storm Sewer 907.89 750.23 475.98 Total $2785.73 $2151.35 $1485.44 In addition to the lots and units being improved as part of this development, there is a 1.60-acre parcel located within the site which is not being improved at this time. The parcel is located north of 56th Street and east of Osgood Avenue, as indicated on Figure No.1. For informational purposes, it is noted here that if this parcel were to be developed with a multi-family townhome building, the total connection charges which would be collected are $11,712.00, plus $600.00 per unit. 55118\prelim.60 8 • • Due to the unique situation of the proposed development, with the amount of existing public utilities located on the site, the large number of connections which will be made to them, disruption of existing street surfaces, etc., there are no recent residential subdivisions to which costs can be compared. However, the total unit costs determined by this report certainly seem to be within the acceptable range for a development of this type. Conclusions and Recommendations As a result of the study undertaken, it can be concluded that the construction of utilities and streets to serve Valley View Estates is feasible, with costs being acceptable for a mixed use development within the City of Oak Park Heights. It is recommended that this report be approved and used as a guide for the layout, design and cost allocation of the public improvements to serve Valley View Estates. It is further recommended that copies of this report be forwarded to the developer for their review. Upon receipt of their concurrence on project feasibility, preparation of plans and specifications for the improvements could be authorized. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. �} C'- QAi �e Joseph C. Anderlik Date: October 11, 1994 Reg. No. 6971 55118\prelim.60 9 • APPENDIX VALLEY VIEW ESTATES COST ESTIMATES Sanitary Sewer 480 Lin. ft. 8" PVC, SDR 35, 8'-10' deep in pl @ $17.00/1f $ 8,160.00 225 Lin. ft. 8" PVC, SDR 35, 10'-12' deep in p1 @ 19.00/1f 4,275.00 120 Lin. ft. 8" PVC, SDR 35, 12'-14' deep in pl @ 21.00/1f 2,520.00 50 Lin. ft. 8" PVC, SDR 26, 12'-14' deep in pl @ 24.00/1f 1,200.00 55 Lin. ft. 8" PVC, SDR 26, 14'-16' deep in pl @ 26.00/1f 1,430.00 70 Lin. ft. 8" PVC, SDR 26, 16'-18' deep in pl @ 28.00/1f 1,960.00 8 Each Std 4' diam. MH, 8' deep w/cstg in pl @ 1250.00 10,000.00 1 Each Construct 4' diam. MH over exist. 8" VCP @ 2000.00 2,000.00 28 Lin. ft. 4' diam. MH depth greater than 8' @ 100.00/1f 2,800.00 1 Each Cut in to exist. MH& reconstruct invert @ 500.00 500.00 12 Each 8" x 4" PVC wye branch, SDR 35, in pl @ 50.00 600.00 21 Each Core drill exist. 8" VCP and place 8" x 4" PVC saddle for service in pl @ 250.00 5,250.00 50 Lin. ft. 4" PVC, Sch 40, riser in pl @ 15.00/1f 750.00 1000 Lin. ft. Improved pipe fdn mtl, 6" thick, in pl @ 2.00/1f 2,000.00 30 Lin. ft. Remove exist. concrete curbing @ 4.00/1f 120.00 90 Sq. yd. Remove& restore exist. bituminous surfaced road @ 40.00/sy 3,600.00 120 Sq. ft. Remove exist. bituminous pathway @ 0.50/sf 60.00 200 Ton 1'/" clear rock for mud break in pl @ 10.00/tn 2,000.00 1000 Lin. ft. Televise sanitary sewer @ 1.00/1f 1,000.00 Lump Sum Traffic control 3,000.00 Estimated Construction Cost $53,225.00 25% Engr., Fiscal & Admin. 13,275.00 Total Sanitary Sewer $66,500.00 55118\prelim.60 10 • • Water Main 230 Lin. ft. 8" DIP, Cl 52, 7'/2 cover in pl @ $20.00/lf $ 4,600.00 970 Lin. ft. 6"DIP, Cl 52, 71/2' cover in pl @ 16.00/1f 15,520.00 1 Each 8" gate valve& box in pl @ 600.00 600.00 2 Each 6" gate valve& box in pl @ 400.00 800.00 7 Each 5" valve hydrant in pl @ 1400.00 9,800.00 1 Each Wet tap exist. 8" CIP, incl. 6" GV&box in pl @ 1800.00 1,800.00 2300 Lb C.I. fittings @ 1.00/lb 2,300.00 2 Each Cut in to exist. 8" DIP main @ 300.00 600.00 2 Each Cut 8" x 6" tee into exist. 8" DIP main @ 700.00 1,400.00 2 Each Cut 6" x 6" tee into exist. 6" DIP main @ 500.00 1,000.00 2 Each Cut in to, plug& abandon exist. 6" CIP main @ 500.00 1,000.00 2 Each Plug& abandon exist. 8" DIP main @ 300.00 600.00 30 Lin. ft. Remove exist. 8" DIP @ 10.00/1f 300.00 20 Lin. ft. Remove exist. 6" CIP @ 8.00/1f 160.00 40 Lin. ft. Remove exist. concrete curb &gutter @ 4.00/1f 160.00 20 Lin. ft. Construct concrete curb & gutter @ 12.00/1f 240.00 80 Sq. yd. Remove& restore exist. bituminous surfaced road @ 40.00/sy 3,200.00 100 Sq. ft. Remove exist. bituminous pathway @ 0.50/sf 50.00 1200 Lin. ft. Improved pipe fdn mtl, 6" thick in pl @ 2.00/1f 2,400.00 Lump Sum Relocate exist. hydrant @ 1000.00 1,000.00 Estimated Construction Cost $47,530.00 25% Engr., Fiscal & Admin. 110,00 Total Water Main $59,400.00 55118\prelim.60 11 • Services 6 Each Connect to exist. wye or riser @ $100.00 $ 600.00 4 Each 2" corp. stop tapped into 6" plug, complete in pl @ 250.00 1,000.00 3 Each 2" corp. tapped into exist. 6" or 8" DIP main, incl. saddle @ 350.00 1,050.00 32 Each 1" corporation stop in pl @ 45.00 1,440.00 7 Each 2" curb stop& box in pl @ 250.00 1,750.00 32 Each 1" curb stop&box in pl @ 85.00 2,720.00 370 Lin. ft. 2" Type K copper in common trench @ 18.00/1f 6,660.00 1800 Lin. ft. 1" Type K copper in common trench @ 9.00/1f 16,200.00 1970 Lin. ft. 4" PVC, Sch 40, in common trench @ 9.00/1f 17,730.00 2 Each 4" PVC in line cleanout, complete in pl @ 300.00 600.00 1490 Lin. ft. Improved pipe fdn mtl, 6" thick in pl @ 2.00/1f 2,980.00 Estimated Construction Cost $52,730.00 25% Engr., Fiscal & Admin. 13 170.00 Total Services $65,900.00 55118\prelim.60 12 Storm Sewer 105 Lin. ft. 21" RCP, Cl 4, 0'-8' deep in pl @ $30.00/1f $ 3,150.00 125 Lin. ft. 21" RCP, Cl 4, 8'-10' deep in pl @ 33.00/1f 4,125.00 95 Lin. ft. 18" RCP, Cl 5, 0'-8' deep in pl @ 28.00/1f 2,660.00 680 Lin. ft. 15" RCP, Cl 5, 0'-8' deep in pl @ 25.00/1f 17,000.00 785 Lin. ft. 12" RCP, Cl 5, 0'-8' deep in pl @ 22.00/If 17,270.00 2 Each 18" RCP flared end w/trash guard in pl @ 850.00 1,700.00 1 Each 15" RCP flared end w/trash guard in pl @ 750.00 750.00 2 Each 12" RCP flared end w/trash guard in p @ 650.00 1,300.00 1 Each Const. 8' diam. MH over ex. 36" RCP w/cstg in pl @ 5000.00 5,000.00 1 Each Std 7' diam. MH w/cstg in pl @ 4000.00 4,000.00 1 Each Const. 6' diam. MH over ex. 36" RCP w/cstg in pl @ 3500.00 3,500.00 1 Each Const. 5' diam. MH over ex. 36" RCP w/cstg in pl @ 2500.00 2,500.00 1 Each Const. 5' diam. CBMH over ex. 18" RCP w/cstg in pl @ 2500.00 2,500.00 2 Each Std 4' diam. MH w/cstg in pl @ 1100.00 2,200.00 10 Each Std 4' diam. CBMH w/cstg in pl @ 1200.00 12,000.00 2 Each High capacity 4' diam. CBMH complete in pl @ 1800.00 3,600.00 9 Each Std 2'x 3' precast CB w/cstg in pl @ 850.00 7,650.00 3 Lin. ft. 5' diam. manhole depth greater than 8' @ 130.00/1f 390.00 8 Lin. ft. 6' diam. manhole depth greater than 8' @ 200.00/1f 1,600.00 2 Lin. ft. 8' diam. manhole depth greater than 8' @ 350.00/1f 700.00 1 Each Cut in to exist. MH& reconstruct invert @ 300.00 300.00 1700 Lin. ft. Improved pipe fdn mtl, 6" thick in pl @ 2.00/1f 3,400.00 110 Lin. ft. Remove& reconstruct ex. concrete curb & gutter @ 15.00/1f 1,650.00 170 Sq. yd. Remove& restore exist. bituminous surfaced road @ 40.00/sy 6,800.00 100 Sq. ft. Remove& restore exist. bituminous pathway @ 2.50/sf 250.00 19 Each Erosion control at catch basin @ 75.00 1,425.00 300 Lin. ft. Erosion control fencing @ 3.00/lf 900.00 400 Lin. ft. Hay or straw bale diversion in place @ 3.00/1f 1,200.00 0.7 Acre Seeding w/mulch anchored in place @ 2400.00/ac 1,680.00 200 Sq. yd. Sodding w/topsoil in place @ 3.00/sy 600.00 400 Sq. yd. Overflow swale grading incl. topsoil & sod in pl @ 6.00/sy 2,400.00 Lump Sum Establish overflow spillway 2,500.00 Estimated Construction Cost $116,700.00 25% Engr., Fiscal & Admin. 29,200.00 Total Storm Sewer $145,900.00 55118\prelim.60 13 • 0 Street Base 1500 Sq. yd. Subgrade preparation @ $0.50/sy $ 750.00 2450 Cu. yd. Core excavation @ 3.50/cy 8,575.00 5400 Ton Aggregate backfill in place @ 4.25/tn 22,950.00 3050 Ton Class 5 gravel base in place @ 5.50/tn 16,775.00 200 Lin. ft. 4"PPVC drainline in place @ 10.00/lf 2,000.00 4 Each Cut in to exist. pipe or structure @ 100.00 400.00 Estimated Construction Cost $51,450.00 25%Engr., Fiscal& Admin. 12,850.00 Total Street Base $64,300.00 55118\prelim.6O 14 • Street Improvements 790 Lin. ft. Remove exist. concrete curb & gutter @ $4.00/1f $ 3,160.00 300 Lin. ft. Remove exist. bituminous curb @ 3.00/1f 900.00 100 Sq. yd. Remove exist. bituminous surfacing @ 3.00/sy 300.00 2200 Sq. yd. Milling exist. bituminous surfacing, 3" thick @ 6.00/sy 13,200.00 Lump Sum Remove exist. temporary cul-de-sac 1,500.00 Lump Sum Grading&prep. of Osman Ave./57th St. N. intersection 2,000.00 8500 Sq. yd. Subgrade preparation @;0.50/sy 4,250.00 870 Ton Class 5 gravel base in pl @ 5.50/tn 4,785.00 790 Ton Type 31 bituminous base, incl. AC-1 in pl @ 25.00/tn 19,750.00 790 Ton Type 41 bituminous base, incl. AC-1 in pl @ 27.00/tn 21,330.00 420 Gal Bituminous mat'1 for tack coat in pl @ 1.00/gal 420.00 4300 Lin. ft. Surmountable concrete curb & gutter in pl @ 5.00/1f 21,500.00 180 Lin. ft. Bituminous curbing in pl @ 3.00/1f 540.00 160 Lin. ft. Saw cut exist. bituminous surfacing @ 3.00/1f 480.00 9 Each Adjust exist. manhole casting @ 250.00 2,250.00 22 Each Adjust exist. catch basin casting @ 200.00 4,400.00 3 Each Adjust exist. valve box @ 150.00 450.00 6 Lin. ft. Valve box extension in place @ 50.00/1f 300.00 3 Lin. ft. Hydrant barrel extension in place @ 300.00/1f 900.00 120 Lin. ft. Remove& replace conc. curb & gutter @ 15.00/1f 1,800.00 25 Hour Boulevard grading @ 75.00/hr 1,875.00 1.2 Acre Seeding w/mulch anchored in place @ 2400.00/ac 2,880.00 850 Sq. yd. Sodding w/topsoil @ 3.00/sy 2,550.00 10 Hour Street sweeper w/operator @ 60.00/hr 600.00 10 Hour Bobcat w/operator for cleaning @ 60.00/hr 600.00 50 MG Water for dust control @ 15.00/MG 750.00 1 Each Remove existing double wood barricades @ 200.00 200.00 Lump Sum Surface preparation for bituminous wear course 2,000.00 Estimated Construction Cost $115,670.00 25% Engr., Fiscal & Admin. 28,930.00 Total Street Improvements $144,600.00 551181prelim.40 15 w • I _ S, N\ ' thJ, 1 ,A, Esy_TES • � - RAi iiiiif iiil i iu % o o ❑n PROPOSED I - ❑ I— HEI N• I ❑ / y./ • ✓ II ` ©©/ EPOSED \ I p©© SANITARY IJ ri� / ❑ r% WAT ©� I SEWER U❑ � U L // MAIN � ©� / i /i, I __ \ t#- _ I PROPOSED X7 1 �I POPM SEWER%o - -c ' 8t St. N. > `. • N U // I \ , //i=i/;i/iii rci i i . 4 ... • 1 < 4 /// ////IVim"a 'V!/�...W1" �%!/../ f ———— t --I ` iIIi or WG 40 8E Q //� i% : oa1ic.� A ' 1 2 3 4 1 2 3 4 -1 2 3 4 32 I %� �_� rl �, 8 7 6 5 8 7 6 5 8 7 8 5 1 ��%/ `-'-' C • ` EXISTING PROPOSED 30 • V, v /li WATER STORM v .� /�/% %� . MAIN SEWER N ii. 29 Q %// N r ifi/i -1/////:, // i% /� _ ii U/ � td 28 I 7/%% ----- y/i'%/ Aii Ni ( � •ROP. • 24O 1/4 POSSIBLE FIl��TORE S wE 18 19 20 21 22 23 • �TOWNNOME tyCATION 9 10 - -_J1 Gi � '- -- s i//s• Il • SEWER N 7 111 , 2 3 4 ii, PATER D • ANC / C Q ; � 56t Stre ;• t jJcN. _ V I �, WaRe /r/E 1-/E/01-/TS NO. 2 1 1 -!--: N 1 O 0 200 400 Scale in feet LOCATION PLAN Bonestroo gai Rosene is OAK PARK HEIGHTS, MINNESOTA FIGURE 1 Anderlik & Til Associates VALLEY VIEW ESTATES L:\55\55118\55118REP.DWG OCT. 1994 COMM. 55118 ! Bonestroo,Rosene,Anderlik and Associates Inc.is an etive Action/Equal Opportunity Employer Bonestroo . Otto G.Bonestroo,P.E. Howard A.Sanford,P.E. Michael R Rau,RE. Mark D.Wallis,P.E. Rosene Robert W Rosene,P.E* Keith A.Gordon,P.E. Agnes M.Ring,A.I.C.R Miles B.Jensen,P.E. Joseph C.Anderlik,PE. Robert R.Pfefferle,P.E. Thomas W Peterson,RE. L.Philip Gravel,P.E. Marvin L.Sorvala.P.E. Richard W Foster,RE. Michael C.Lynch,P.E. Karen L.Wiemeri,P.E. Anderlik & Richard E.Turner,P.E. David O.Loskota,P.E. James R.Maland,P.E. Gary D.Kristofitz,P.E. Glenn R.Cook,P.E. Robert C.Russek,A.I.A. Jerry D.Pertzsch,PE. Keith R.Yapp,P.E. AssociatesThomas E.Noyes,P.E. Jerry A.Bourdon,PE. Scott J.Arganek,P.E. Douglas J.Benoit,P.E. Robert G.Schunicht,PE. Mark A.Hanson,RE. Kenneth P Anderson.RE. Shawn D.Gustafson,P.E. Susan M.Eberlin,C.PA. Michael T Rautmann,P.E. Mark R.Rolfs,P.E. Cecilio Olivier,P.E. Engineers & Architects *Senior Consultant Ted K.Field.P.E. Mark A.Seip,P.E. Paul G.Heuer,P.E. Thomas R.Anderson,A.I.A. Gary W.Morien,P.E. John P Gorder,P.E. Donald C.Burgardt,P.E. Paul J.Gannon,A.I.A. Charles A.Erickson Thomas A.Syfko,P.E. Daniel J.Edgerton,P.E. Leo M.Pawelsky • Frederic J.Stenborg,P.E. A.Rick Schmidt,P.E. Harlan M.Olson Ismael Martinez,P.E. Philip J.Caswell,P.E. James F.Engelhardt PRELIMINARY REPORT ON VALLEY VIEW ESTATES UTILITY AND STREET IMPROVEMENTS OAK PARK HEIGHTS,MINNESOTA FILE NO. 55118 October 11, 1994 Introduction Krongard Construction Company has submitted a plat for a new residential development to be known as Valley View Estates. The site contains approximately 18.4 acres of land and is located east of Osgood Avenue, between the existing Brekke Heights and Raymie Johnson Estates developments. Valley View Estates is proposed as a mixed density development, consisting of 8 single family homes, 24 twinhomes, and 52 townhome units in 7 individual buildings. The purpose of this report is to define the improvements required to serve the proposed development and to provide cost estimates and a method of cost recovery to determine project feasibility. The general layout of the streets and utilities to serve Valley View Estates is shown on Figure No. 1 attached to this report. Required Improvements As part of the existing developments which surround Valley View Estates, extensive utility and street improvements were made to serve this area. As a result, a large portion of Valley View Estates can be served by making service connections to these existing utilities. However, for the remainder of the site, it will be necessary to construct new improvements. 55118\prelim.¢0 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 t • Sanitary sewer to serve the single family homes can be provided by constructing a new manhole over the existing sanitary sewer line on 57th Street North and extending 8-inch diameter sewer into the single family area. The proposed twinhomes on 57th Street North;and Ozark Avenue North can be served off of the existing sanitary sewer mains on each of those streets. This would be done through a combination of connections to existing services that were installed with the existing main, and cutting new services into the mains at required locations, The three townhome buildings south of 58th Street North would also be served with sanitary sewer from the existing mains on 57th Street and Ozark Avenue. Finally, the four townhome buildings located north of 58th Street would be served by connecting to the existing sanitary sewer system on 58th Street and extending new 8-inch diameter main into the area. In order to provide water service to the single family area, a new 6-inch diameter main would be wet- tapped to the existing 8-inch diameter main located on the east side of Osgood Avenue. New 6-inch diameter mains would then be extended down 56th Street North and Osman Avenue North and connected to the existing 6-inch diameter main on 57th Street. Once the new main is in service, the existing 6-inch diameter main,which presently runs cross country between Osgood Avenue and 57th Street,would be abandoned. Similar to the sanitary sewer, the twinhomes, as well as the townhomes located south of 58th Street,would be provided with water main service off of the existing mains on 57th Street and Ozark Avenue. To serve the townhomes north of 58th Street, two connections would be made to the existing 8-inch diameter main on 58th Street. New 6- and 8-inch diameter mains would then be installed on the street and driveway alignments within the townhome area to serve the four buildings. Once the new mains are in service, the portion of the existing 8-inch diameter main located on the vacated alignment of 58th Street would be abandoned. Individual sanitary sewer and water service lines would be provided for each single family home and twinhome within the development. Water service lines would be 1-inch diameter, while sanitary services would be 4-inch. Service lines would extend 15 feet into each lot to prevent disturbance of other utilities as the homes are constructed. One sanitary sewer and water service would be provided for each townhome building. The water service would be 2 inches in diameter, with sanitary services being 4-inch diameter. The services would be extended to within 15 feet of the wall of each proposed building. In-line cleanouts would be provided on any sanitary sewer services that exceed 100 feet in length. Storm water drainage is generally to the southeast corner of the site. There is an existing 36-inch diameter trunk storm sewer which runs in an east-west direction across the site, generally parceling 57th Street approximately 200 feet to the south. An existing 18-inch diameter storm sewer extends from this main and runs north along Ozark Avenue to collect drainage from existing Raymie Johnson 55118\prelim.60 2 r • • Estates and 58th Street. A new manhole would be placed over the existing 36-inch diameter main near Osman Avenue with a new collection system extended to receive drainage from the single family area, as well as 57th Street. A second manhole would be constructed over the 36-inch diameter main near the southeast corner of the site. From there, mains would be extended to the intersection of Ozark Avenue and 57th Street and partially up Ozark Avenue to collect runoff. Drainage from the townhome area north of 58th Street will be collected and routed into two small storm water detention basins which will be located within the townhome area. The existing storm sewer system on 58th Street will be connected to and extended to provide the outlet for these basins. It should be noted that for the purpose of this report, it is assumed that the developer will create the storm water basins as part of the overall site grading for the project. No costs have been included here for the design or construction of these basins. Street improvements within this development include the completion of the loop between 57th and 58th Streets through their extension and the construction of Ozark Avenue. In addition, the single family area of the site will contain two public streets, including a connection to Osgood Avenue. Also, as part of this project, it is recommended that the existing intersection of Osman Avenue and 57th Street be reconstructed to provide a larger radius curve for easier vehicle movement, as well as a more desirable and comfortable grade transition between the two streets. Streets and drives located within the townhome areas of the site will be constructed privately by the developer. All public streets within the subdivision are proposed to have 60-foot-wide rights-of-way, which is the City standard. All new public streets will be improved to the standard width of 32 feet from face of curb to face of curb, with surmountable concrete curb and gutter, standard residential gravel base and bituminous surfacing. The cul-de-sac will be surfaced to a standard 47-foot radius to the back of curb for vehicle movement and snow plowing. Cost Estimates Detailed cost estimates have been prepared for the construction of utilities and streets to serve Valley View Estates and are included in the Appendix to this report. All costs are based on unit prices anticipated for the latter part of the 1994 construction season and include a twenty-five(25)percent allowance for engineering, legal and administrative costs. No costs are included for capitalized interest during the construction and before assessments are levied. A summary of these costs is shown below: 55118\prelim.60 3 • • Cost Summary Item Estimated Cost Sanitary Sewer $ 0,500.00 Water Main 59,400.00 Services 65,900.00 Storm Sewer 145,900.00 Street Base 64,300.00 Street Improvements 144.600.00 Total $546,600.00 All costs shown above must be applied to the subdivision for recovery. These costs are discussed in detail in the following sections of this report. In addition, connection charges must be applied to the subdivision and included in the overall cost estimates to determine total costs. These connection charges are based on a combination of the area being developed and the proposed land use type, with higher intensity usage being charged at an increased rate. A summary of the applicable connection charges for this development is given at the end of this report. Cost Allocation As discussed previously, Valley View Estates will consist of 8 single family lots, 24 twinhomes and 52 townhomes. From previous mixed use developments, it has been found that utility lateral and street costs are nearly twice as much for single family homes as compared to townhomes or condominiums. Furthermore, twinhomes fall between these categories, for while each twinhome has its own lot similar to single family homes, the typical lot size and unit size is significantly smaller. Therefore, for the purpose of this report, each single family home will be assigned the value of one equivalent unit, each townhome will be assigned the value of one-half equivalent unit, and each twinhome will be assigned the value of three-quarters equivalent unit. The equivalent unit summary for the development is shown below: 55118\prelim.60 4 41111 • VALLEY VIEW ESTATES 8 Single Family Homes @ 1 equiv. unit 8 equiv. units 24 Twinhomes @ 0.75 equiv. unit 18 equiv. units 52 Townhomes @ 0.50 equiv. unit 26 equiv. units Total 52 equiv. units Due to the extent of existing public utilities located throughout the site, it will only be necessary to install new public utilities within certain portions of the development in order to provide service to all proposed units. However, no costs are being assigned here to any unit within the development for the existing utilities. Therefore, in order to keep relative costs between all units on an comparable basis, it is recommended that costs for the new public improvements to be installed under this project be divided equally among all units by the equivalent unit method as outlined above. Because charges vary with each facility, a separate discussion is presented for each of the various improvements. Sanitary Sewer The total estimated cost of the sanitary sewer improvements to be performed under this project is $66,500.00. The recommended distribution of costs is as follows: Sanitary Sewer: $66,500.00/ 52 equiv. units $1280.00 /equiv. unit Single Family: 1.0 equiv. unit @ $1280.00 $1280.00 /lot Twinhome: 0.75 equiv. unit @ $1280.00 $ 960.00 /unit Townhome: 0.50 equiv. unit @ $1280.00 $ 640.00 /unit Water Main Required water main improvements for the development are estimated to cost a total of$59,400.00. The allocation of this cost is: Water Main: $59,400.00/ 52 equiv. units $1140.00 /equiv. unit Single Family: 1.0 equiv. unit @$1140.00 $1140.00 /lot Twinhome: 0.75 equiv. unit @ $1140.00 $ 860.00 /unit Townhome: 0.50 equiv. unit @ $1140.00 $ 570.00 /unit 55118\prelim.60 5 110 • Services Individual services will be installed to connect each single family home and each twinhome unit to the sanitary sewer and water systems. Only one service will be provided for each multi-unit townhome building. In order not to skew the distribution of costs too heavily onto the single family and twinhome areas, it is recommended that the entire costs for all service improvements within the development be allocated by the equivalent unit method. The resulting charges on a per lot or per unit basis are shown below: Services: $65,900.00/ 52 equiv. units $1270.00 /equiv. unit Single Family: 1.0 equiv. unit @ $1270.00 $1270.00 /lot Twinhome: 0.75 equiv. unit @ $1270.00 $ 950.00 /unit Townhome: 0.50 equiv. unit @ $1270.00 $ 630.00 /unit Storm Sewer The total estimated cost of the storm sewer improvements to be performed under this project is $145,900.00. The recommended distribution of costs is as follows: Storm Sewer: $145,900.00/ 52 equiv. units $2810.00 /equiv. unit Single Family: 1.0 equiv. unit @ $2810.00 $2810.00 /lot Twinhome: 0.75 equiv. unit @ $2810.00 $2110.00 /unit Townhome: 0.50 equiv. unit @ $2810.00 $1410.00 /unit Street Improvements All street and driveway improvements to be performed in the townhome areas will be done privately by the developer. Therefore, the costs of those improvements have not been included in this report and will not be charged against the development. However, it is evident that the townhome buildings located south of 58th Street will receive benefit from the construction of the public 57th Street, Ozark Avenue and 58th Street. Similarly,the townhome area north of 58th Street receives benefit from the existing public 58th Street, even though it was not directly assessed any portion of the cost to improve it. Therefore, it is equitable that the costs of the street base and street improvements for the public streets to be constructed as part of this project be distributed over all portions of the development, including the townhome areas. 55118\prelim.60 6 • At the time of the Osgood Avenue improvements in 1990, the City entered into an agreement with the existing property owners stating that no portion of the costs of realigning 57th and 58th Streets would be assessed to the contiguous and benefitted properties. It is appropriate to fulfill that agreement at this time by deducting the cost of the equivalent 57th Street realignment from the costs of improving 56th Street and Osman Avenue as part of this project. The total length of streets to be improved as part of this project is 1810 lineal feet. Expressing the total costs of the proposed street improvements on a per foot basis yields the following: Street Base: $64,300.00/ 1810 LF = $35.52/LF Street Improvements: $144,600.00/ 1810 LF = $79.89/LF At the time the agreement was entered into, the length of the proposed 57th Street realignment was 350 lineal feet. Based on the current cost estimates, the value of the realignment is: Street Base: 350 LF @ $35.52 = $12,432.00 Street Improvements: 350 LF @ $79.89 = $27,961.50 Deducting the value of the 57th Street realignment results in the following revised estimated street improvement costs which are to be applied to the subdivision: Street Base: $64,300.00 - $12,432.00 = $ 51,868.00 Street Improvements: $144,600.00 - $27,961.50 = $116,638.50 Allocating these costs on an equivalent unit basis is as shown below: Street Base: $51,868.00/52 equiv. units $1000.00 /equiv. unit Single Family: 1.0 equiv. unit @ $1000.00 $1000.00 /lot Twinhome: 0.75 equiv. unit @ $1000.00 $ 750.00 /unit Townhome: 0.50 equiv. unit @ $1000.00 $ 500.00 /unit Street Improvements: $116,638.50/52 equiv. units $2240.00 /equiv. unit Single Family: 1.0 equiv. unit @ $2240.00 $2240.00 /lot Twinhome: 0.75 equiv. unit @ $2240.00 $1680.00 /unit Townhome: 0.50 equiv. unit @ $2240.00 $1120.00 /unit 55118\prelim.60 7 II 411 Lot Cost Summary A summary of the lot or unit costs discussed in the previous sections of this report is shown in the following tabulation: Cost/Unit Item Single Family Twinhome Townhome Sanitary Sewer $ 1280.00 $ 960.00 $ 640.00 Water Main 1140.00 860.00 570.00 Services 1270.00 950.00 630.00 Storm Sewer 2810.00 2110.00 1410.00 Street Base 1000.00 750.00 500.00 Street Improvements 2240.00 1680.00 1120.00 Total $ 9740.00 $ 7310.00 $4870.00 As mentioned previously, all dwelling units within the subdivision are subject to connection charges which are collected with each building permit as the unit is developed and connected to the public utility systems. The following is a summary of the connection charges which should be applied to Valley View Estates: Connection Charge/Unit Item Single Family Twinhome Townhome Sanitary Sewer $ 714.26 $ 509.35 $ 341.00 Waterworks 1163.58 891.77 668.46 Storm Sewer 907.89 750.23 475.98 Total $2785.73 $2151.35 $1485.44 In addition to the lots and units being improved as part of this development, there is a 1.60-acre parcel located within the site which is not being improved at this time. The parcel is located north of 56th Street and east of Osgood Avenue, as indicated on Figure No.1. For informational purposes, it is noted here that if this parcel were to be developed with a multi-family townhome building, the total connection charges which would be collected are $11,712.00, plus $600.00 per unit. 55118\prelim.60 8 • • Due to the unique situation of the proposed development, with the amount of existing public utilities located on the site, the large number of connections which will be made to them, disruption of existing street surfaces, etc., there are no recent residential subdivisions to which costs can be compared. However, the total unit costs determined by this report certainly seem to be within the acceptable range for a development of this type. Conclusions and Recommendations As a result of the study undertaken, it can be concluded that the construction of utilities and streets to serve Valley View Estates is feasible, with costs being acceptable for a mixed use development within the City of Oak Park Heights. It is recommended that this report be approved and used as a guide for the layout, design and cost allocation of the public improvements to serve Valley View Estates. It is further recommended that copies of this report be forwarded to the developer for their review. Upon receipt of their concurrence on project feasibility, preparation of plans and specifications for the improvements could be authorized. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. q„,a4,14, �- aLdlAIe Joseph C. Anderlik Date: October 11, 1994 Reg. No. 6971 55118\prelim.60 9 1110 • APPENDIX VALLEY VIEW ESTATES COST ESTIMATES Sanitary Sewer 480 Lin. ft. 8" PVC, SDR 35, 8'-10' deep in pl @ $17.00/1f $ 8,160.00 225 Lin. ft. 8" PVC, SDR 35, 10'-12' deep in pl @ 19.00/1f 4,275.00 120 Lin. ft. 8" PVC, SDR 35, 12'-14' deep in pl @ 21.00/1f 2,520.00 50 Lin. ft. 8" PVC, SDR 26, 12'-14' deep in pl @ 24.00/1f 1,200.00 55 Lin. ft. 8" PVC, SDR 26, 14'-16'deep in pl @ 26.00/1f 1,430.00 70 Lin. ft. 8" PVC, SDR 26, 16'-18' deep in pl @ 28.00/1f 1,960.00 8 Each Std 4' diam. MH, 8' deep w/cstg in pl @ 1250.00 10,000.00 1 Each Construct 4' diam. MH over exist. 8" VCP @ 2000.00 2,000.00 28 Lin. ft. 4' diam. MH depth greater than 8' @ 100.00/1f 2,800.00 1 Each Cut in to exist. MH& reconstruct invert @ 500.00 500.00 12 Each 8" x 4" PVC wye branch, SDR 35, in pl @ 50.00 600.00 21 Each Core drill exist. 8" VCP and place 8" x 4" PVC saddle for service in pl @ 250.00 5,250.00 50 Lin. ft. 4" PVC, Sch 40, riser in pl @ 15.00/1f 750.00 1000 Lin. ft. Improved pipe fdn mtl, 6" thick, in pl @ 2.00/1f 2,000.00 30 Lin. ft. Remove exist. concrete curbing @ 4.00/1f 120.00 90 Sq. yd. Remove& restore exist. bituminous surfaced road @ 40.00/sy 3,600.00 120 Sq. ft. Remove exist. bituminous pathway @ 0.50/sf 60.00 200 Ton 1W clear rock for mud break in pl @ 10.00/tn 2,000.00 1000 Lin. ft. Televise sanitary sewer @ 1.00/1f 1,000.00 Lump Sum Traffic control 3.000.00 Estimated Construction Cost $53,225.00 25% Engr., Fiscal & Admin. 13 275.00 Total Sanitary Sewer $66,500.00 55118\prelim.60 10 • • Water Main 230 Lin. ft. 8" DIP, Cl 52, 7V, cover in pl @ $20.00/If $ 4,600.00 970 Lin. ft. 6"DIP, Cl 52, 7W cover in pl @ 16.00/1f 15,520 .00 1 Each 8" gate valve& box in pl @ 600.00 600.00 2 Each 6" gate valve& box in pl @ 400.00 800.00 7 Each 5" valve hydrant in pl @ 1400.00 9,800.00 1 Each Wet tap exist. 8" CIP, incl. 6" GV&box in pl @ 1800.00 1,800.00 2300 Lb C.I. fittings @ 1.00/lb 2,300.00 2 Each Cut in to exist. 8" DIP main @ 300.00 600.00 2 Each Cut 8" x 6" tee into exist. 8" DIP main @ 700.00 1,400.00 2 Each Cut 6" x 6" tee into exist. 6" DIP main @ 500.00 1,000.00 2 Each Cut in to, plug& abandon exist. 6" CIP main @ 500.00 1,000.00 2 Each Plug& abandon exist. 8" DIP main @ 300.00 600.00 30 Lin. ft. Remove exist. 8" DIP @ 10.00/1f 300.00 20 Lin. ft. Remove exist. 6" CIP @ 8.00/If 160.00 40 Lin. ft. Remove exist. concrete curb &gutter @ 4.00/If 160.00 20 Lin. ft. Construct concrete curb &gutter @ 12.00/If 240.00 80 Sq. yd. Remove& restore exist. bituminous surfaced road @ 40.00/sy 3,200.00 100 Sq. ft. Remove exist. bituminous pathway @ 0.50/sf 50.00 1200 Lin. ft. Improved pipe fdn mtl, 6" thick in pl @ 2.00/If 2,400.00 Lump Sum Relocate exist. hydrant @ 1000.00 1,000.00 Estimated Construction Cost $47,530.00 25%Engr., Fiscal& Admin. 11,870.00 Total Water Main $59,400.00 55118\prelim.60 11 • Services 6 Each Connect to exist. wye or riser @ $100.00 $ 600.00 4 Each 2" corp. stop tapped into 6" plug, complete in pl @ 250.00 1,000.00 3 Each 2" corp. tapped into exist. 6" or 8" DIP main, incl. saddle @ 350.00 1,050.00 32 Each 1" corporation stop in pl @ 45.00 1,440.00 7 Each 2" curb stop &box in pl @ 250.00 1,750.00 32 Each 1" curb stop &box in pl @ 85.00 2,720.00 370 Lin. ft. 2" Type K copper in common trench @ 18.00/1f 6,660.00 1800 Lin. ft. 1" Type K copper in common trench @ 9.00/1f 16,200.00 1970 Lin. ft. 4" PVC, Sch 40, in common trench @ 9.00/1f 17,730.00 2 Each 4" PVC in line cleanout, complete in pl @ 300.00 600.00 1490 Lin. ft. Improved pipe fdn mtl, 6" thick in pl @ 2.00/1f 2.980.00 Estimated Construction Cost $52,730.00 25%Engr., Fiscal & Admin. 13,170.00 Total Services $65,900.00 55118\prelim.60 12 • Storm Sewer 105 Lin. ft. 21" RCP, Cl 4, 0'-8' deep in pl @ $30.00/1f $ 3,150.00 125 Lin. ft. 21" RCP, Cl 4, 8'-10' deep in pl @ 33.00/1f 4,125.00 95 Lin. ft. 18" RCP, Cl 5, 0'-8' deep in pl @ 28.00/1f 2,660.00 680 Lin. ft. 15" RCP, Cl 5, 0'-8' deep in pl @ 25.00/1f 17,000.00 785 Lin. ft. 12" RCP, Cl 5, 0'-8' deep in pl @ 22.00/1f 17,270.00 2 Each 18" RCP flared end w/trash guard in pl @ 850.00 1,700.00 1 Each 15" RCP flared end w/trash guard in pl @ 750.00 750.00 2 Each 12" RCP flared end w/trash guard in p @ 650.00 1,300.00 1 Each Const. 8' diam. MH over ex. 36" RCP w/cstg in pl @ 5000.00 5,000.00 1 Each Std 7' diam. MH w/cstg in pl @ 4000.00 4,000.00 1 Each Const. 6' diam. MH over ex. 36" RCP w/cstg in pl @ 3500.00 3,500.00 1 Each Const. 5' diam. MH over ex. 36" RCP w/cstg in pl @ 2500.00 2,500.00 1 Each Const. 5' diam. CBMH over ex. 18" RCP w/cstg in pl @ 2500.00 2,500.00 2 Each Std 4' diam. MH w/cstg in pl @ 1100.00 2,200.00 10 Each Std 4' diam. CBMH w/cstg in pl @ 1200.00 12,000.00 2 Each High capacity 4' diam. CBMH complete in pl @ 1800.00 3,600.00 9 Each Std 2'x 3' precast CB w/cstg in pl @ 850.00 7,650.00 3 Lin. ft. 5' diam. manhole depth greater than 8' @ 130.00/1f 390.00 8 Lin. ft. 6' diam. manhole depth greater than 8' @ 200.00/1f 1,600.00 2 Lin. ft. 8' diam. manhole depth greater than 8' @ 350.00/1f 700.00 1 Each Cut in to exist. MH& reconstruct invert @ 300.00 300.00 1700 Lin. ft. Improved pipe fdn mtl, 6" thick in pl @ 2.00/1f 3,400.00 110 Lin. ft. Remove& reconstruct ex. concrete curb & gutter @ 15.00/1f 1,650.00 170 Sq. yd. Remove& restore exist. bituminous surfaced road @ 40.00/sy 6,800.00 100 Sq. ft. Remove& restore exist. bituminous pathway @ 2.50/sf 250.00 19 Each Erosion control at catch basin @ 75.00 1,425.00 300 Lin. ft. Erosion control fencing @ 3.00/1f 900.00 400 Lin. ft. Hay or straw bale diversion in place @ 3.00/1f 1,200.00 0.7 Acre Seeding w/mulch anchored in place @ 2400.00/ac 1,680.00 200 Sq. yd. Sodding w/topsoil in place @ 3.00/sy 600.00 400 Sq. yd. Overflow swale grading incl. topsoil & sod in pl @ 6.00/sy 2,400.00 Lump Sum Establish overflow spillway 2.500.00 Estimated Construction Cost $116,700.00 25% Engr., Fiscal & Admin. 29.200.00 Total Storm Sewer $145,900.00 55118\prelim.60 13 • 0 0 Street Base 1500 Sq. yd. Subgrade preparation @ $0.50/sy $ 750.00 2450 Cu. yd. Core excavation @ 3.50/cy 8,575.00 5400 Ton Aggregate backfill in place @ 4.25/tn 22,950.00 3050 Ton Class 5 gravel base in place @ 5.50/tn 16,775.00 200 Lin. ft. 4" PPVC drainline in place @ 10.00/1f 2,000.00 4 Each Cut in to exist. pipe or structure @ 100.00 400.00 Estimated Construction Cost $51,450.00 25%Engr., Fiscal& Admin. 12,850.00 Total Street Base $64,300.00 55118\prelim.60 14 • Street Improvements 790 Lin. ft. Remove exist. concrete curb & gutter @ $4.00/if $ 3,160.00 300 Lin. ft. Remove exist. bituminous curb @ 3.00/1f 900.00 100 Sq. yd. Remove exist. bituminous surfacing @ 3.00/sy 300.00 2200 Sq. yd. Milling exist. bituminous surfacing, 3" thick @ 6.00/sy 13,200.00 Lump Sum Remove exist. temporary cul-de-sac 1,500.00 Lump Sum Grading&prep. of Osman Ave./57th St. N. intersection 2,000.00 8500 Sq. yd. Subgrade preparation @ 0.50/sy 4,250.00 870 Ton Class 5 gravel base in pl @ 5.50/tn 4,785.00 790 Ton Type 31 bituminous base, incl. AC-1 in pl @ 25.00/tn 19,750.00 790 Ton Type 41 bituminous base, incl. AC-1 in pl @ 27.00/tn 21,330.00 420 Gal Bituminous mat'l for tack coat in pl @ 1.00/gal 420.00 4300 Lin. ft. Surmountable concrete curb & gutter in pl @ 5.00/1f 21,500.00 180 Lin. ft. Bituminous curbing in pl @ 3.00/1f 540.00 160 Lin. ft. Saw cut exist. bituminous surfacing @ 3.00/1f 480.00 9 Each Adjust exist. manhole casting @ 250.00 2,250.00 22 Each Adjust exist. catch basin casting @ 200.00 4,400.00 3 Each Adjust exist. valve box @ 150.00 450.00 6 Lin. ft. Valve box extension in place @ 50.00/1f 300.00 3 Lin. ft. Hydrant barrel extension in place @ 300.00/1f 900.00 120 Lin. ft. Remove& replace conc. curb& gutter @ 15.00/1f 1,800.00 25 Hour Boulevard grading @ 75.00/hr 1,875.00 1.2 Acre Seeding w/mulch anchored in place @ 2400.00/ac 2,880.00 850 Sq. yd. Sodding w/topsoil @ 3.00/sy 2,550.00 10 Hour Street sweeper w/operator @ 60.00/hr 600.00 10 Hour Bobcat w/operator for cleaning @ 60.00/hr 600.00 50 MG Water for dust control @ 15.00/MG 750.00 1 Each Remove existing double wood barricades @ 200.00 200.00 Lump Sum Surface preparation for bituminous wear course 2,000.00 Estimated Construction Cost $115,670.00 25% Engr., Fiscal & Admin. 28,930.00 Total Street Improvements $144,600.00 55118\prelim.60 15 ` w 0 I _ 1 8 1 8 I• 1 CO \� -� _27 2 7 I , I I ESTES I • J� \ \ a 5 1 3 s I I I �OHI� AC_..J- ] I ' / � \� 4 /� n ❑ 0Z 0 n . z G/ , \\ RA i � JJ J LJ r—-• � o . // I \ N. ©© sANITARYD I r rD/� Dr f i Cr1 IWATER SED \ L,©© I SEWER I �+.► JDEW Il LaEgi : L / I Fx'1 /// l \u�l� I PROPOSED I LA �� \� -—I STORM . . /� -T--- \� . Q St. N. 1/11 O �� --1-------03- `\ ��•I SEWER 8 t ' 1 V 1 � N U // \ 711 q11111".1119141.1.1111,11.1111 /Ar Ae,. AAI=ilii i/iii/i/i ii ii iiif i i ioli�i ii moi'•'/✓iGi' ... . �� , I Q \ /// ///i.��••z_..-.%--.1.-,-.19--.4-,;1-7.-...f--,. ..f.! j;> -7 viii/�.��//i iii //ii/ � 1' LJ// . /�r/• T7'4 �// ,1i' DWIGD-1 t 71 1 2 3 4 1 2 3 4 1 2 3 4 32 I •/// L_� WO 8 7 8 5 8 7 8 5 8 7 8 5 • "�.1 p EXISTING PROPOSED '/, %�; WATER STORM • 30 : // '/ . MAIN SEWER I O // �I /. �//iii ,'� 29 • r (n i/ iiiiiiiii 28 I � ;/%i —'tee ,;,,,.r�iiIrstiiii/ice 24 O �,% POSSIBLE FUU�TURE S WE' ' 20 21 22 23 `�co ek -%/% �TOWNMOME LOCATION9 10 -J11 2/°p) 56th S________ __......../' 4:II \ Ex. Ex. ir sTy' -- -----yiON.....---- --.,---- fill, -• 0 PROPOSED t. % 4 ED, T . 6 r %/I _ i • • • .Al I erillikl1Ili±6 ,, 4/1„,„, 1 L.- "1 56t S re : t v N. //I .....). 1 BR• /� X 1-/E/O1-/TS N0. 2 i I III it I I ::'; 0 200 400 Scale in feet LOCATION PLAN ki Boneetroo ■ Roeene OAK PARK HEIGHTS, MINNESOTA FIGURE 1 Anderlik dl il Associates VALLEY VIEW ESTATES L:\55\55118\55118REP.DWG OCT. 1994 COMM. 55118 • LAW OFFICES OF +, r A,�� 1�I Eekberg. Lammers. Briggs. f . 1835 Northwestern Avenue Stillwater, Minnesota 55082 lames F. LaPaull A. Wolff Lammers Robert G. Uriggs•• (651) 439-2878 (19.44-1996) Mark •1. Vierling* FAX (651) 439-2923 Lyle .I. Eekber$ Gregory G. Griller. Direct Dial No. 351-2115 Of Co....1 Thomas .1. Weidner* *lualifi d \sutra1 \ 6�I rotor& Mediator alor SusanD. Olson• D. Snyder November 1, 1999 •Qualifird Neutral c�r6itrator David h *Certified Real Estate specialist Tanya E. Maurice *Qualified Neutral Mediator C FT The Honorable David Schaaf Mr. Mark Swenson Mayor, City of Oak Park Heights 14846 Upper 55th Street 6201 St . Croix Trail No. , #121 Oak Park Heights, MN 55082 Oak Park Heights, MN 55082 Mr. Jerry Turnquist Ms . Lynae Byrne 14298 - 56th Street North 6120 Oxboro Avenue North, #123 Oak Park Heights, MN 55082 Oak Park Heights, MN 55082 Mr. David Beaudet 6400 Lookout Trail North Oak Park Heights, MN 55082 Dear Mayor and Council : At your September 14, 1999 meeting you were presented by individuals with a list of some complaints of the Valley View Condominiums North Association, complaints and issues with its developer/builder, Mr. Jack Krongard d/b/a Krongard Construction. On September 15, an additional volume of documents were dropped off with the City offices purporting to be a recitation of issues by the Valley View Condominiums North Association. Those documents were unsigned, but nonetheless referred to our office. At your September 14 meeting you directed this office to conduct a review and coordinate efforts of the various departments as it affects these various complaints and issues with this office to prepare a report back to City Council on the matter. By correspondence dated September 17, 1999, we corresponded with the various city departments and requested assistance with regard to the nature of the complaints that were filed, requesting their assistance in terms of site inspections or record review as may be appropriate . b • • • City Council City of Oak Park Heights November 1, 1999 Page 2 Attached to this letter you will find an executive summary which has been prepared by the undersigned dealing with a synopsis of the nature of the issues that were raised by the Valley View group and the responses or reports that were received by this office from the various departments in issue with the City of Oak Park Heights. The individual nature of both complaints and the reports from the various departments have not been reproduced in order to keep this report in a manageable form. However, those documents are available for council review at any time you should so choose. I trust this matter will be plac-- •p• the agenda for purposes of comment and review by the Ci Coun ' 1 . Yours ery tr y, M.=rk J. Vierling MJV/sdb Enclosure cc: Tom Melena Joe Anderlik Scott Richards Jay Johnson Judy Hoist Kathy Widin Kris Danielson James Butler P.S . The Council requested that our offices also maintain a record with regard to the hours that were being spent on this particular issue and I am forwarding over a copy of our billing for services rendered as it affects this subfile, the individual billings for department staff and time have been accounted for and have been provided to Ms. Hoist as the director of finance and I trust she will provide for you a recapitulation of those expenses as part of this process as well . • r • EXECUTIVE SUMMARY CITY OF OAK PARK HEIGHTS VALLEY VIEW HOMEOWNERS CONCERNS 1. STREETS AND PARKING ISSUES A.WIDTH OF STREETS B. ON STREET PARKING C.PARKING STALLS D.TEMPORARY STREETS-FINAL SURFACE RESPONSE: A. STREET WIDTH-PARKING STALLS THE SEPTEMBER 9, 1994 PLANNING REPORT ADDRESSED STREET WIDTH AND INDICATED TDTH WOULD NEED TO BE INCREASED TO 32 FEET ED FOR VISITORS STREET WIDTH 24 THESE STREETS WERE CONSTRUCTED BY THE DEVELOPER UNDER A PRIVATE CONTRACT. DEVELOPER RESUBMITTED PLANS SHOWING TWO STALL GARAGES AND DRIVEWAYS COMPLIANT WITH CITY ORDINANCE REQUIREMENTS. ADDITIONAL PLANS WERE SUBMITTED SHOWING ADDITIONAL GUEST PARKING STALLS ALOE THE NORTHERLY EDGE BEEN CONSTRUCTED PER T HE BUILDING INSPECTTHE DRIVEWAYS OR. SE H PARKING STALLS OR. FINAL SURFACING ON THE STREET IN ISSUE WILL FOLLOW COMPLETION OF DEVELOPMENT. SURFACE WIDTHS AVERAGED THROUGHOUT THE DEVELOPMENT ARE SUBSTANTIALLY COMPLIANT AND HAVE BEEN ACCEPTED BY THE CITY. AVERAGE FACE TO FACE IS 22 TO 23 FEET. 2.DRAINAGE ISSUES A.LOCATION AND COPY OF ORIGINAL DRAINAGE PLAN? (1994-96) B.MODIFICATIONS? C. IS CURRENT DRAINAGE ACCEPTABLE TO THE CITY AND HAS IT BEEN RECORDED? D.COPY OF APPROVED DRAINAGE PLAN • • E.CITY RESPONSE TO KRONGARD 11/25/98 LETTER(SPILLWAY MODIFICATION) RESPONSE: A. ENGINEERING AND BUILDING DEPARTMENT HAVE COPIES(DATED 3- 11-96) OF THE PLAN THAT SERVES AS THE BASE GRADING PLAN; FINAL PLANS HAVE NOT YET BEEN RECEIVED B. MODIFICATIONS HAVE BEEN ALLOWED SUBJECT TO THE PRODUCTION OF AN AMENDED DRAINAGE PLAN BY THE DEVELOPER. C. COPIES OF THE FINAL AMENDED AND APPROVED DRAINAGE PLANS WILL BE AVAILABLE FOR PUBLIC REVIEW AND PURCHASE UPON RECEIPT. RECORDING IS NOT REQUIRED FOR DRAINAGE AND GRADING PLANS. D. CITY HAS ACCEPTED THE SPILLWAY AS A MODIFICATION TO THE PLAN SUBJECT TO THE PRODUCTION OF AN AMENDED PLAN FOR DRAINAGE 3. RETAINING WALL ISSUES. A. HAS THE CITY APPROVED THE RETAINING WALL BETWEEN THE CHURCH AND THE DEVELOPMENT? B. HAVE DOCUMENTS BEEN UPDATED TO RECORD THIS CHANGE? C. SHOULDN'T THE CITY HAVE CONTACTED ADJACENT HOMEWONERS PRIOR TO THESE MODIFICATIONS.? D. IS THERE A WRITTEN APPROVAL FOR THE WALL AND CAN THEY GET A COPY OF IT.? RESPONSE: A. YES-SUBJECT TO SUBMISSION OF AMENDED DRAINAGE PLAN B. WILL BE INCLUDED IN AMENDED DRAINAGE PLAN C.NO ADJACENT HOMEOWNER CONTACT IS REQUIRED D.SEE B. 4. IRON MONUMENTS A. LOCATION OF NW CORNER MARKER B. OWNER-DEVELOPER DISPUTE OVER LANDSCAPING TO THE MARKERS RESPONSE; A. EFFORTS OF DIRECTOR OF PUBLIC WORKS TO LOCATE MONUMENTS/MARKERS ATTACHED-MARKER MAY IN FACT BE IN TO GROUND BUT MAY NEED TO BE UNEARTHED-AN ESCROW IS IN PLACE IN THE BUILDING DEPARTMENT TO ASSURE PINS ARE IN PLACE AFTER PROJECT IS COMPLETED B. NOTA CITY ISSUE 5. SOIL ON STREETS. A.WANT THE DEVELOPER TO KEEP STREETS SWEPT DURING CONSTRUCTION. r i RESPONSE: A. NOT AN UNREASONABLE REQUEST-STREET SWEEPING IS REQUIRED AS PART OF ALL DEVELOPMENT DURING CONSTRUCTION. 6. CURB SE CORNER BLDG D A. WANT REPLACEMENT OF CURB RESPONSE A. CURB HAS SETTLED AND MAYBE REPAIRED AS PART OF PROJECT BEFORE FINAL COMPLETION 7. STREET LIGHTING A.WHY WEREN'T STREET LIGHTS PUT IN RESPONSE: THE DEVELOPMENT AGREEMENT REQUIRE STREET LIGHTING TO BE COMPLIANT WITH THE CITY LIGHTING PLAN FOR RESIDENTIAL AREAS. THE DEVELOPER SUBSTITUTED GARAGE LIGHTING ON SENSORS. THE CITYS POLICY DOES NOT REQUIRE LIGHTING IN THAT AREA. 8.POND DREDGING WHO OWNS THE STORM WATER PONDS RESPONSE: STORM WATER PONDS AND RELATED DRAINAGE WAYS ESTATBLISHED BY EASEMENT ON THE PLAT ARE THE PROPERTY OF THE CITY AND PART OF THE STORM WATER UTILITY. 9.GARAGE DIMENSIONS DO THE GARAGES AS CONSTRUCTED MEET THE CITY REQUIREMENTS RESPONSE: ALL GARAGE UNITS NOW CONSTRUCTED HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT. THE PLAN REQUIREMENT WAS FOR GARAGE DEPTH OF 20 FEET- WIDTH WILL VARY DEPENDING ON SINGLE OR DOUBLE. ALL GARAGES MEET CITY REQUIREMENTS 10. SIDEWALK ALONG 58TH A. WHO OWNS IT?, AND THEREFORE WHO MAINTAINS IT? RESPONSE: THE CITY ;• *' 11) • 11. TREES A. ON THE 4TH BUILDING TREES NOW HIT THE ROOF-PINE TREES WERE NOT PROTECTED DURING CONSTRUCTION...SCOTT NWAC MADE RECOMMENDATIONS WHAT WAS JACKS REPONSE? B.WILL THE CITY ASSURE THAT THESE CHANGES WILL BE MADE RESPONSE; A. KATHY WIDEN- WILL REVIEW THE SITE THIS IS NOT A CITY ISSUE-SCOTTS COMMENTS WERE AS TO THE UNITS NOW UNDER CONSTRUCTION-JACK HAS AGREED NOT TO USE A RIVER BIRCH AND HAS AGREED TO SCOTTS SUGGESTIONS ON SPECIES OF TREES TO BE PLANTED. AMENDED LANDSCAPE PLAN WILL BE SUBMITTED FOR THE 8 UNIT BUILDING (NWAC LTR 5-13-99) B. NO....THIS IS NOTA CITY ISSUE Ilk CITY OF OAK PARK HEIGHTS MINUTES OF MEETING HELD MONDAY, NOVEMBER 28 , 1994 Staff reports were reviewed prior to regular meeting. Call to order at 7 : 00 p.m. by Mayor O'Neal . Present : Schaaf, Kern, Seggelke, Doerr, Vierling, Richards, Swanson and Wilson. Absent : Benson and Butler. Schaaf, seconded by Kern, moved to authorize City Engineer to proceed with Phase II of Valley View Estates . 5 aye votes . Carried. Doerr, seconded by Seggelke, moved to approve the city' s absorption of charge of $148 . 75 from City Planner' s invoice, since Building Official requested information. 5 aye votes . Carried. Kern, seconded by Schaaf, moved to authorize Chief Swanson to purchase a new Chevrolet squad car on the state bid in the amount of $17, 383 . 00 . 5 aye votes . Carried. Park Commission will meet Monday, December 19th - 6 :30 p.m. at City Hall . Schaaf, seconded by Seggelke, moved to carpet limited area around the council ramp in a contrasting color based on Larry' s Floor Covering low bid, if the cost is the same per square yard. Aye votes cast by Schaaf, Seggelke and Doerr. Nay votes cast by O'Neal and Kern. Carried. Doerr, seconded by Kern, moved to amend Co-pay for allergy injections on medical plan from $10 . 00 to $5 . 00 . - 5 aye votes . Carried. Doerr, seconded by Seggelke, moved to approve eligibility of retired employees on above plan until they reach age sixty-five (65) , with employee paying entire cost of coverage. 5 aye votes . Carried. Clerk read public hearing notice, presented affidavit of publication and mailing list for a rezoning and subdivision request submitted by Robert Brackey. Mayor called for comments and a lengthy discussion ensued. Schaaf, seconded by Kern, moved to continue hearing December 27, 1994 . 5 aye votes . Carried. Kern, seconded by Schaaf, moved to adopt Resolution #94-11-35 scheduling a public hearing on 58th Street Completion to Norell Avenue. Hearing scheduled for Tuesday, December 27th at 7 :30 p.m. Roll call vote taken with 5 aye votes cast . Resolution adopted. ,,_,9-,r her property to be declared to be a building residential site within the City of Oak Park Heights . The City Attorney read the public hearing notice and presented the Affidavit of Publication and mailing list and noted that there was no written comments submitted by any member of the public on the issue. City Council reviewed the report of the Building Inspector and of Northwest Associated Consultants, Inc. recommending the granting of the variance inasmuch as the property is only 180 square feet short of meeting the 70% rule under the City Zoning Code and that the Building Inspector has determined that a residential structure could be located upon the property which would meet all setbacks. There being no further comments, motion was made by Councilman Schaaf, seconded by Councilman Seggelke to close the public hearing. Five aye votes, motion carried. Motion was then made by Councilman Schaaf, seconded by Councilman Kern to grant the variance as requested by Pat Casey to declare her property to be a buildable residential site within the City of Oak Park Heights specifically finding that a hardship existed inasmuch as a denial of a variance would preclude the reasonable use of the property as a residential building site within the City, which is reasonable inasmuch as a residential structure could be constructed upon the property that would meet all other setbacks and dimensional requirements of the City Zoning Code. Five aye votes, motion carried. Councilman Seggelke, seconded by Councilman Schaaf moved to direct the Public Utilities Department to submit to the public a request for proposals as to street sweeping and grass cutting services, specifying a return date to the City Offices by all persons submitting a response to the request for proposals by February 1, 1995. Five aye votes, motion carried. Motion was made by Councilman Doerr, seconded by Councilman Schaaf to authorize the Deputy Clerk to effect a sale of the City's former telephone ATT Merlin Phone System equipment in the amount of $430.00. Five aye votes, motion carried. Councilman Schaaf, seconded by Councilman Kern moved to approve the Development Agreement for Valley View Estates/Krongard Development as the same has been prepared and approved by the Office of the City Attorney directing the Mayor and the Clerk to execute same on behalf of the City of Oak Park Heights. Five. aye votes, motion carried. Council then reviewed the council meeting minutes of October 24, 1994, after which Councilman Kern seconded by Councilman Schaaf moved to approve same. Five aye votes, motion carried. Council then reviewed the City's business schedule for December indicating that the City Offices would be closed on December 26, 1994, which would otherwise be scheduled as the City 4 • CITY OF OAK PARK HEIGHTS MINUTES OF MEETING HELD MONDAY, OCTOBER 24 , 1994 Noise barrier workshop was held prior to regular meeting. Call to order at 7 : 10 p.m. by Mayor O'Neal . Present : Schaaf, Kern, Seggelke, Doerr, Vierling, Anderlik, Richards, Swanson, Benson, Butler and Wilson. Jane Harper, Project Manager, discussed the Washington County Comprehensive Planning Process . Schaaf, seconded by Kern, moved tb grant Jack Krongard final PUD on Phase I - Valley View Estates project as suggested by City Planner, Engineer and Attorney and review of final calculated figures. 5 aye votes . Carried. Seggelke, seconded by Kern, moved to direct and authorize City Engineer to prepare design and profiles at developer' s expense on above project . All streets to be privately owned and inspected by City Engineer. 5 aye votes . Carried. Kern, seconded by Seggelke, moved to authorize City Attorney to prepare development agreement including provisions of Planner, Engineer and Attorney. 5 aye votes . Carried. Kern, seconded by Doerr, moved to approve arch lite on the corner of 57th Street and O'Brien Avenue after neighbors comments have been received. Also, add one light in Southwest corner of the parking lot in front of city hall . Aye votes cast by O'Neal, Doerr, Kern and Schaaf . Abstain by Seggelke. Carried. Park Commission will meet at 6 :30 at City Hall, Monday November 21, 1994 . Janet Robert discussed the city bike plan and the grant available. Also toddler equipment for the parks . Schaaf, seconded by Seggelke, moved to hire Michael Robertson as new City Administrator. Aye votes cast by Schaaf, Seggelke, Doerr and Kern. O'Neal opposed. Carried. O'Neal moved to amend her vote to an aye vote on the above motion. Seconded by Schaaf . Unanimous 5 aye votes cast . Carried. Doerr, seconded by Schaaf, moved to authorize Jim Brimeyer to enter into negotiations with Michael Robertson for the position of City Administrator. 5 aye votes . Carried. • 111 CITY OF OAK PARK HEIGHTS MINUTES OF MEETING HELD MONDAY, SEPTEMBER 26 , 1994 Staff reports were reviewed prior to the regular meeting. Meeting called to order at 7 :07 p.m. by Mayor O'Neal . Present : Kern, Seggelke, Doerr, Vierling, Swanson, Benson and Wilson. Absent : Schaaf . Doerr, seconded by Kern, moved to authorize Ken Kaiser, Tree Inspector, to contact the three tree services who provided proposals for tree removal and request they add the removal of seven stumps to their proposals . This to be an agenda item October 11th and removal to be completed by November 30 , 1994 . 4 aye votes . Carried. Kern, seconded by Doerr, moved to install 2 or 3 additional No Parking signs on the North side of 58th street near Cover Park. 4 aye votes . Carried. Kern, seconded by Doerr, moved to direct Mark Vierling, City Attorney, to review the Cover Park Manor' s Conditional Use Permit and present findings at the October 11th meeting. 4 aye votes . Carried. Seggelke, seconded by Doerr, moved to direct Lindy Swanson, Police Chief, and staff to recommend any additional signage that may be required on 58th street . 4 aye votes . Carried. Seggelke, seconded by Kern, moved to authorize Tim Fredbo, Washington County Soil & Water Conservation District, to review and sign off the water management issue on the Krongard Development on behalf of the City of Oak Park Heights . Clerk to convey motion to City of Bayport . 4 aye votes . Carried. Kern, seconded by Doerr, moved to approve hiring of one additional part time patrolman, Brian De Rosier, as soon as possible. Starting salary to be $12 . 00/hr. with a six month review. 4 aye votes . Carried. Doerr, seconded by Seggelke, moved to approve Stillwater Taxi, Inc. cab license on condition the insurance is supplied to the city in proper form. 4 aye votes . Carried. Park Commission will meet at City Hall Monday, October 17th at 6 :30 p.m. Seggelke, seconded by Kern, moved to ratify memo dated September 20th from the Park Commission relating to Commission Appointment Process Employment Policy. 4 aye votes . Carried. • • Page three - Minutes 9/12/94 Clerk read public hearing notice and presented affidavit of publication to consider a text amendment allowing interior storage as a conditional use in a R-B district. Mayor called for comments and discussion ensued. Seggelke, seconded by Schaaf, moved to close hearing. 5 aye votes. Hearing closed. Seggelke, seconded by Kern, moved to adopt Resolution 94-09-32 approving amendment of a portion of Ordinance 401 regarding R-B district as outlined in Planner's letter of September 9, 1994 with adjustments as presented by City Attorney. Roll count vote taken with 5 aye votes. Resolution adopted. Seggelke, seconded by Kern, moved to schedule workshop for the rifle range issue October 11, 1994 at 6:30 p.m. Clerks office to notify appropriate parties. 5 aye votes. Carried. Doerr, seconded by Kern, moved to table MN DOT noise barriers issue until September 26, 1994 meeting. City Engineer and Deputy Clerk/Finance Director were instructed to meet with School District regarding the storm water pond at the School's south property line. Kern, seconded by Seggelke, moved to table storm sewer charge issue to October 11, 1994. City Attorney to meet with City Engineer and review charges and options. 5 aye votes. Carried. Kern, seconded by Doerr, moved to table road repair at Valley View Park until September 26, 1994. 5 aye votes. Carried. Seggelke, seconded by Kern, moved to continue public hearing on 58th Street until September 26, 1994. 5 aye votes. Carried. Doerr, seconded by Seggelke, moved to schedule budget workshop on Wednesday, October 5, 1995 at 6:00 p.m. 5 aye votes. Carried. Doerr, seconded by Schaaf, moved to direct City Engineer to draw up specifications on road system in Krongard Addition. 5 aye votes. Carried. Schaaf, seconded by Kern, moved to direct City Administrator to review lots in the City that are tax forfeited and submit recommendations for releasing lots back to tax rolls and report at September 26, 1994 meeting. 5 aye votes. Carried. Schaaf, seconded by Seggelke, moved to grant Morris Brekke and Carol Olson subdivision approval on conveyances to be approved by the Office of the City Attorney. 5 aye votes. Carried. Public Boat Access to be an agenda item September 26, 1994. Kern, seconded by Doerr, moved to approve minutes of August 8, 1994 and August 22, 1994. 5 aye votes. Carried. Page two - Minutes 9/12/94 Browns Creek Water Management Organization meeting will be held September 28, 1994 at Stillwater City Hall. Schaaf, seconded by Doerr, moved to recommend Russ Kirby for St. Croix Valley Watershed District Manager. 5 aye votes. Carried. Public Hearing for amendments to Chapter 401 of the Zoning Ordinance and Chapter 1304 of the Tree Oridnance was continued. Mayor called for comments and discussion ensued. Schaaf, seconded by Kern, moved to close hearing. 5 aye votes. Hearing closed. Seggelke, seconded by Doerr, moved to adopt Resolution 94-09-31 approving amendments to Chapter 401 of the Zoning Ordinance and Chapter 1304 of the Tree Ordinance as presented by the City Planner with modifications as provided at the public hearing. Roll call vote taken with 5 aye votes. Carried. Schaaf, seconded by Kern, moved to table public hearing for Conditional Use Permit and Rezoning request for lawn care and snow removal business submitted by Jon Nelson until September 26, 1994. City Administrator to notify Mr. Nelson. 5 aye votes. Carried. Clerk read public hearing notice, presented affidavit of publication and mailing list for a Planned Unit Development request submitted by Jack Krongard. Mayor called for comments and discussion ensued. Kern, seconded by Seggelke, moved to close hearing. 5 aye votes. Hearing closed. Schaaf, seconded by Kern, moved to approve general plan and development per planner's recommendations of September 9, 1994 with the addition of a licensed engineer to review plans and all twin homes shall be one story. 5 aye votes. Carried. Seggelke, seconded by Schaaf, moved to allow issuance of interim grading permit subject to the following conditions: 1. Developer to post security in the amount specified..by City Engineer. 2. Developer to execute an agreement to be drafted by Office of City Attorney regarding the issuance of grading permit and security and acknowledging that the Developer is proceeding at his own risk. 3. That the Developer's grading plan receive the written approval of Tim Fredbo at the Middle St. Croix Valley Watershed Management Organization and be approved by the City Engineer. Clerk read public hearing notice and presented affidavit of publication to consider a Variance request for a garage submitted by Mike LeTourneau. Mayor called for comments and discussion ensued. Kern, seconded by Seggelke, moved to close hearing. 5 aye votes. Hearing closed. Kern, seconded by Doerr, moved to approve Variance request pending verification of setbacks. Hardship due to size of parcel and the manner of which the building will be designated and maintained. 5 aye votes. Carried. 411 S CITY OF OAK PARK HEIGHTS MINUTES OF MEETING HELD MONDAY, AUGUST 8 , 1994 Staff reports were reviewed prior to the regular meeting. - Call to order by Mayor O'Neal at 7 :10 p .m. Present : Schaaf, Kern, Seggelke, Doerr, Wolff, Richards, Benson, Butler, and Wilson. Schaaf, seconded by Doerr, moved to approve the Grant Contract with MN Board of Government Innovation and Cooperation between Oak Park Heights and the City of Bayport . Aye votes cast by O'Neal, Kern, Doerr and Schaaf . Nay vote cast by Seggelke . Carried. Park Committee will.. meet at City Hall, Monday, August 15th at 6 :30 p.m. Doerr, seconded by Kern, moved to adopt media policy as presented. 5 aye votes . Carried. Krongard Subdivision and Planned Unit Development public hearing was continued. Mayor called for comments and discussion ensued. Doerr, seconded by Schaaf, moved to close hearing. 5 aye votes . Hearing closed. Schaaf, seconded by Seggelke, moved to adopt Resolution #94-08-25 approving the above rezoning and PUD concept plan subject to the conditions outlined in planner' s report dated August 4 , 1994 . Roll call vote taken with 5 aye votes cast . Resolution adopted. Schaaf, seconded by Seggelke, moved to amend above motion striking condition number #2 in the planner' s report . 5 aye votes . Carried. Doerr, seconded by Schaaf, moved to schedule a public hearing Monday, September 12, 1994 at 7 :30 p.m. for general plan/development approval on the above Krongard project . 5 aye votes . Carried. Seggelke, seconded by Kern, moved to continue 58th Street Improvement Project hearing on August 22, 1994 . 5 aye votes. Carried. Clerk read public hearing notice, presented affidavit of publication and mailing list for a variance request submitted by Pamela Sanderson. Mayor called for comments and discussion ensued. Doerr, seconded by Kern, moved to close hearing. 5 aye votes. Carried. Kern, seconded Schaaf, moved to approve above variance request with hardship being the need for more room for the family. 5 aye votes. Carried. 111 CITY OF OAK PARK HEIGHTS MINUTES OF MEETING HELD MONDAY, JULY 25 , 1994 Call to order by Mayor O'Neal . Present : Schaaf, Kern, Seggelke, Doerr, Vierling, Richards, Benson, Butler and Wilson. Absent : Swanson. Park Commission will meet at City Hall, Monday, August 15th at 6 :30 p.m. Seggelke, seconded by Schaaf, moved to advertise for sealed bids to be opened August 16 , 1994 at 11 a.m. for Brekke Park Shelter ADA Improvements . 5 aye votes . Carried. Clerk read public., hearing notice, presented affidavit of publication and mailing list for request for a Planned Unit Development submitted by Jack Krongard. Mayor called for comments and discussion ensued. Schaaf, seconded by Kern, moved to continue public hearing Monday, August 8th. 5 aye votes . Carried. Clerk read ..public hearing notice, presented affidavit of publication and mailing list for request for a variance submitted by Laurie Miller. Mayor called for comments and discussion ensued. Seggelke, seconded by Kern, moved to close hearing. 5 aye votes . Hearing closed. Kern, seconded by Schaaf, moved to approve above variance. Hardship being a small back yard, the driveway being a good. location for a shed and not having to remove the large tree . 5 aye votes . Carried. Seggelke, seconded by Doerr, moved to continue 58th Street Improvement hearing, Monday, August 8, 1994 . 5 aye votes . Carried. Noise barriers will be discussed August 22, 1992 . Doerr, seconded by Schaaf, moved to approve East Oaks Planned Unit Development agreement as presented contingent on final plans, hard shell, security agreement and other financial requirements . 5 aye votes . Carried. Schaaf, seconded by Kern, moved to approve the Joint Powers Consortium Agreement relating to the HOME Program subject -to the revised indemnification provision. 5 aye votes . Carried. Schaaf, seconded by Seggelke, moved to approve the eight audit recommendations as outlined by Judy Holst . 5 aye votes . Carried. Schaaf, seconded by Seggelke, moved to approve grant to the Community Volunteer Service in the amount of $1, 000 . 00 5 aye votes . Carried. 411 • Page two - Minutes b/87/94 Seggelke, seconded by Kern, moved to schedule a public hearing Monday , July 25 , 1994 at 7:30 p .m. for a Planned Unit Development request submitted by Jack Krongard . 4 aye votes . Carried . Seggelke, seconded by Schaaf, moved to approve budget transfer of $4,000.00 from General Management-Maintenance of Equipment to General Management-Other Contractual Services . 4 aye votes. Carried . Schaaf, seconded by Kern, moved to approve budget transfer of $7,500.00 from Employee Hospital & Life Insurance to Salaries of Regular Employees . 4 aye votes . Carried . Seggelke, seconded by Kern, moved to adopt Resolution #94-06-22 approving the agreement with the City of Stillwater for sanitary sewer lateral connections and direct Mayor and Clerk to sign same. Roll call vote taken with 4 aye votes cast . Resolution adopted . Kern, seconded by Schaaf, moved to accept low quote from Audio/Visual Wholesalers in the amount of $2, 150.50 for the camera system at City Hall . 4 aye votes . Carried . Respectfully submitted , La Vonne Wilson Administrator/Treasurer L. V) W f.. . V). 0 •fl .� -* � = e") " = > E 000 � � .c c•G Q CI) 0 o .c o H c » o c0.c•_ = - C) a» c) CD C) �� C..) 06 EEE .� = o o E 3 0 0 .. eo 3 o 'x al c o c aj °,3 E ,S2c � ccLpczc •cc ."lcs � o*- coa� � 0ot) L -0 =o3 • oao -- 2 all �Eis � Q < .0 U .... •_ .." 4" .,,,, Ca .0 >' .a L' 0,..„.a ..c - .0 C ca ‘•' O "'•." 0 Q 0 3 .." vca0EN UE 2Eca °� Q 4" 'o � a) U g N o cs r o "ii. 5 o 0 cA- °; °� ?? — >, ,r1 e es . o a� a> c is •a Z 4' a O 0 v) 0. _� E ccs c — Oa > es O e C. -`a'p eo u 3.= O C O e s o i-,.-' Cs 0. O m V 0 O `; :� co •J > "G' 0 o 2 V O Y O U -_ 6 3 a U 0 CVO'v > c. 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