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07/21/1987 - City Council RegularAGENDA REGULAR MEETING KAGAN CITY COUNCIL EAGAN, MINNESOTA CITY HALL JULY 21, 1987 6:30 P.M. I. 6:30 - ROLL CALL & PLEDGE OF ALLEGIANCE II. 6:35 - ADOPT AGENDA & APPROVAL OF MINUTES III. 6:45 - DEPARTMENT BEAD BUSINESS A. Parks Department P•( 1. Presentation of the "Citation Award" p,2 2. Discussion Regarding Trail on Riverton Avenue to Blackhawk Park B. Public Works Department Pyle 1. Salt Storage Building, Approve Plans/Authorize Ad for Bids 2. Project 486. Authorize Easement Acquisition from Railroad (E -Z Air Park - Storm Sewer) 3. Project 486, Soo Line Railroad Permit Fee Approval (E -Z Air Y Park - Storm Sewer) IV. 6:55 - CONSENT AGENDA �,IS A. Contract 86-12, Approve Change Order #2 (Pump House #8 and 9) l,$ B. Project 514, Duckwood Drive (Pondview), Receive Petition/Order i Feasibility Report Vacate Utility Easement, (Lot 1, Block 1, Lemay Lake Hills Y Townhomes), Receive Petition/Order Public Hearing p((� D. Project 500, (Briar Oaks of Apple Valley - Sanitary Sewer), Receive 11 Report/Order Public Hearing P,JG E. Project 508, (Daniel Drive - Streets), Receive Report/Order Public Hearing Q ,I& F. Project 509, (Patrick Addition - Streets and Utilities), Receive Report/Order Public Hearing �,1-1 G. Final Plat Approval for Chapel Hill Addition ,k� H. Final Plat Approval for Williams and LaRue 2nd Addition Q%I. Final Plat Approval for Thomas Lake Center -:�L3 J. Approved MN Dot Agreement #64139M, Signal Installation on Pilot Knob Rd at I-494 ,2S K. Project 448R, Receive Final Assessment Roll/Order Public Hearing (Wilderness Ponds - Trunk Storm Sewer) P, ZSL. Project 455, Receive Final Assessment Roll/Order Public Hearing (Deerwood Drive - Streets and Utilities) p,2!E;7 M. Project 469, Receive Final Assessment Roll/Order Public Hearing (Towerview Road - Streets) D, -2S N. Project 472, Receive Final Assessment Roll/Order Public Hearing 1 (Clearview Addition/Beecher Drive - Streets) Q,24 0. Project 474, Receive Final Assessment Roll/Order Public Hearing 1 (Eagandale Lemay Lake 2nd Addition - Streets and Utilities) � 4 P. Project 476, Receive Final Assessment Roll/Order Public Hearing (Highview Avenue - Streets) �2teQ. Project 515, Receive Petition/Order Feasibility Report (So. Dodd Rd- Overlay) v.90 R. Vacate Utility Easement, Receive Petition/Order Public Hearing (Lot 1, Block 1, St. Francis Woods 1st Add) S. Approve Resolution Requesting MN Dot Speed Study - Nicols Road 1 (South of Diffley Road) y.33 T. Personnel Items V. 7:00 - PUBLIC HEARINGS 3 A. Project 499, Chapel Hill Baptist Church - Streets & Storm Sewer 71 y B. Refunding of City of Eagan $1,250,000 Commercial Development Revenue Bonds of 1982 (Yankee Square Office III Project) 52C. Project 495, Dallas Development 2nd Addition - Streets & Utilities - Kennebec Drive P,i 1 D. Project 506, Parkcliff 2nd Addition - Storm Sewer Extension �3E. Project 505, Country Hallow Addition (Trunk Utilities) P77F. Vacate Public Right -of -Way, Crestridge Lane (partial) VI. OLD BUSINESS Q,0( 9 A. Discussion Regarding General Development in Lexington Square r Addition k00 B. Receive Final Assessment Roll/Order Public Hearing - Wedgewood Addition - Lexington South Associates Agreement Site Plan Review (Roof Top Mechanical Equipment Screening) for t Thomas Lake Center 107 D. Foundation Permit for Independent School District 4196 (Woodland \\ Elementary) VII. NEW BUSINESS A. Gambling License/Cystic Fibrosis Foundation 114 B. Rezoning (Middlemist Properties) Manor Lake Addition Revised of approximately 43.12 acres from A (Agriculture) to R-1 (Single Family) and a Preliminary Plat consisting of 64 lots located in the NE1/4 of Section 36 south of Cliff Road and west of Hwy. 3. ( Z C. Conditional Use Permit (Holiday Station Stores) for a pylon sign �and motor fuel sales located in the SW1/4 of. Section 30 west of Nicols Road and north of Cliff Road. , �3� D. Conditional Use Permit for Building Block Child Care Center D r Addition, Building Block Child Care Center, Amendment to the Cedar ` Cliff Planned Development, for day care in a Limited Business District and a Preliminary Plat consisting of 1 lot on approximately .7 acres located in the SE1/4 of Section 30 north of Cliff Road and.west of Scott Trail. E. Conditional Use Permit for Kinder Care Addition, Kinder -Care Learning Center for a day care center within a CSC (Community Shopping Center) district and a Preliminary Plat consisting of 1 lot on approximately 1 acre located in the NW1/4 of Section 15 east of Krestwood Land and south of Duckwood Drive. �s? F. Conditional Use Permit (PDQ Food Stores of Mn., Inc.) for gas pumps on Lot 1, Block 4, Hilltop Estates, in the SW1/4 of Section 22 east of Pilot Knob Road and north of Diffley Road. (withdrawn) 73G. Conditional Use Permit & Variance (Rus -Del Investments) for a car wash located within a NB (Neighborhood Business) district, a pylon sign and a Variance for lot coverage located in the SW1/4 of Section 22 east of Pilot Knob Road and north of Diffley Road. '( (withdrawn) �1T H. Preliminary Plat (Gopher Smelting & Refining Company) Gopher Eagan Industrial Park 2nd Addition, consisting of 8 lots and 2 outlots on approximately 83.97 acres and a site plan for a trucking company on one lot located in the S112 of Section 12 and the SE1/4 of Section 11 north of Yankee Doodle Road. I. Variance (Steve Stenerson) of 10' to the front yard setback on Lot ` 6, Block 2, Lakeside Estates along Atlantic Hill Drive. J. Variances (Sienna Corporation) for Three Variances for monument signs to encroach into the setback along Elrene Road in Bridle Ridge. VIII. ADDITIONAL ITEMS A. Public Improvement Contracts: p, LOG 1. Contract 87-16, Receive Bids/Award Contract (No. Nicols Road) 2 pg 2. Contract 87-20, Receive Bids/Award Contract (E -Z Air Park - �Storm Sewer and Eagandale Center Industrial Park 8th - Water Main) z\0 3. Contract 87-19, Receive Bids/Award Contract (Windtree 8th Addition - Streets and Utilities) .'Z F7- 4. Contract 87-214, Approve Plans/Authorize Ad for Bids (Stafford Place - Braddock Trail) 2,17- 5. Contract 87-27, Approve Plans/Authorize Ad for Bids (Well #10 - Cliff Road) -P.z►Z 6. Contract 87-28, Approve Plans/Authorize Ad for Bids (Well #11 - Ashbury Road) P. ZjZ 7. Contract 87-30, Approve Plans/Authorize Ad for Bids (Country Hollow - Trunk Utilities) I%. VISITORS TO BE HEARD (for those persons not on the agenda) X. ADJOURNMENT L MEMO TO: HONORABLE MAYOR & CITY COUNCILMEMBERS FROM: CITY ADMINISTRATOR HEDGES DATE: JULY 17, 1987 SUBJECT: AGENDA INFORMATION FOR JULY 21, 1987 CITY COUNCIL MEETING Ft - APPROVE" MINUTES/ADOPT° AGENDA After approval is given Council meeting minutes of the Joint Advisory of June 30, 1987, consideration: A. PARRS DEPARTMENT to the July 21, 1987, for the July 7, meeti Planning Commission an the following items ,DEPARTMENT`HEAD BUSINESS agenda, regular City ng and special minutes d City Council meeting are in order for Item 1. Presentation of the "Citation Awardll--Mr. Bruce Anderson, representing the Minnesota Recreation and Park Association will be presented an award to the City/Parks & Recreation Department. The "Citation Award" recognizes outstanding achievement in recreation programming excellence which involve efforts from many individuals. This is the first year of the awards program, and our Department is receiving it for the 111986 Ground Pounder Grand Prix Running Series." This was the series of running events sponsored coopera- tively with the Parks and Recreation Departments of Burnsville, Apple Valley and Lakeville. Those communities will also be receiving the award for their part in the program. There is no action is required on this item. Agenda Information Memo, July 21, 1987 Item 2. Discussion regarding Trail on Riverton Avenue to Blackhawk Park --Mr. Roy Harvey, Jr., who resides at 3832 Riverton Avenue has requested time on the City Council agenda to review an existing bituminous pathway that was constructed adjacent to Riverton Avenue by the City. A letter was sent to the City in May by Mr. Harvey and referred to the Parks and Recreation Director who placed the item on the July 2, 1987, agenda for discussion. Apparently there was a miscommunication with the Harvey's and they were not present at that APRC meeting. The APRC has reviewed the existing pathway and itis their opinion that the trail does serve a neighborhood and community purpose and should remain. Mr. Harvey will appear and ask that the path be connected through to the main entrance to the park as shown on the enclosed map submitted by Mr. Harvey. For a copy of Mr. Harvey's letter and map, refer to pages through For a copy of a memo prepared by the Director of Parks and Recreation that outlines the reasons and background as to why the trailway was constructed along Riverton Point as a temporary trail and what is proposed for future development, refer to pages through %13 Mr. Harvey and several neighbors may be present for this discussion. The Director of Parks and Recreation will also be present for the discussion of this item. Again, at the July 2, 1987, APRC meeting, it was the decision of that commission that no changes be made to the trailway alignment that is existing adjacent to the Harvey property. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny any changes to the trailway along Riverton Point which accesses Blackhawk Park in favor of an extension of a trailway on Riverton Avenue to Palisade. SPECIAL NOTE: The'City has received a request from Mr. Harvey to remove this item from the agenda; however, he has also indicated that various neighbors were planning to appear in support of the existing trail. At the present time, it is uncertain whether residents will or will not be present as Mr. Harvey is contacting his neighbors indicating his wish to have this item continued. Roy N. Harvey, Jr. 3832 Riverton Avenue Eagan, MN 55122 4.56-56--4 May 18, 1987 To: Mayor Bea Bloomquist and City Council I am writing to you concerning the asphalt pathway system on Riverton Avenue and on Riverton Point. The path surrounding us serves no purpose as it stops abruptly and is used mainly for kids on skateboards who are drawn to it by its curve and slope. It does not connect with the main path, thus not serving as a means to get to the park. We do understand the path was passed long before we built our house, but would like for you to explain to us its purpose. The only thing we can see it as is an inconvenience for us and the neighborhood. ..It's an inconvenience for us as we get kids hanging around with their skateboards on the path and our driveway, and it gives our front yard less of an area to grade causing too steep of a slope. It's an inconvenience for the neighbors as their children cannot use it to get to the park. They would rather see it going down Riverton Avenue to meet with the main entrance. The children must now ride their bikes on the street to get to their neighborhood park. My wife has checked into "Slow Children" signs for our road (Riverton Ave.) because of the blind curves, excessive traffic and speeders. The City of Eagan told my wife that they do not put these signs on residential streets anymore and suggested we have the police patrol the street. All of our neighbors have talked and complained about the speeders and blind curves as they are also concerned about their children using the street as their means to get to the park. I suggest a path be connected through to the main entrance of the park as shown on the enclosed map. This would alleviate the danger of having children riding and walking on the street. The area of`the suggested path extension is actually a blind spot coming from either direction on Riverton Avenue. Please advise me on the procedure to get this problem resolved. Thank you. Oincerely, Roy N. Harvey, Jr. 3 ri J� v > N N QJ c Pol rN ff) (I,) Uj MEMO TO: ADVISORY PARKS & RECREATION COMMISSION FROM: KEN VRAA, DIRECTOR OF PARKS & RECREATION DATE: JUNE 29, 1987 HE: REQUEST FOR TRAIL ABANDONMENT - ROY HARVEY, JR. Attached is a letter from Mr. Roy Harvey, Jr., 3832 Riverton Avenue, addressed to the Mayor and City Councilmembers. Essentially, Mr. Harvey requests the City to abandon that portion of trailway along Riverton Point which accesses Blackhawk Park in favor of an extension of a trailway on Riverton Avenue to Palisade. BACKGROUND Members of the Advisory Commission will recall the background regarding the installation of this short trail length along Riverton Point. In the spring of 1984, a preliminary application by Mr. Peter Stalland for Blackhawk Oaks Addition and Blackhawk Lake was presented. The original application proposed a roadway across the northwest corner of Blackhawk Park. At the June 14, 1984 Commission meeting, members of the Commission made an on-site inspection to Blackhawk Park prior to deliberating on the plat application. As a result of the on-site visit, the Commission opposed the proposed roadway with direction to the developer to look at other alternatives. At the July 12 Commission meeting, the Blackhawk plats again appeared on the Advisory Commission agenda for discussion. The developer proposed access at the northwest corner, although some review had been made. It was a recommendation of the Commission to hire Tim Erkkila, Parks Planning Consultant, to do an access study to the park for presentation at the August Commission meeting. At the August 2, 1984 Commission meeting, Mr. Erkkila presented four alternatives for acquisition, vehicular/pedestrian access to Blackhawk Park. These alternatives were: OPTION A would bring a road, parking lot and observation deck off the private road on the northwest corner' of the park., Option B was to construct a bicycle trail and pedestrian path to be constructed in conjunction with. the private road accessing the Blackhawk Lake Addition to proceed into the park to a future observation deck. Option C would provide for taking of .04 acres of Blackhawk Lake Addition to acquisition. _Optio_n D would provide a road access off Palisade with a small parking lot. (Attached are the minutes of that Commission meeting.) -AT oL- At the July 17, 1984 City Council meeting, the Blackhawk Oaks and Blackhawk r. Lake Additions were presented. The item was deferred until the August 7 Council meeting, at which time the Commission's recommendations and alternatives were reviewed. It was noted that Mr. Stalland had been able to acquire an easement from Mr. Barry which would shift the proposed roadway off City parks property. It was noted that a bicycle trail would be provided through the Blackhawk Oaks Addition into the park and that a .04 acres dedication would be made along Blackhawk Lake. Council also discussed access from the south. There were several neighbors present at the Council meeting, with no objections noted. Consequently, the trail requirement was made a condition of plat approval and was installed by the developer. ISSUE Mr. Harvey is requesting that the City remove the trail which was constructed along Riverton Point leading to the park. He is also requesting that the City extend the trail on Riverton Avenue to Palisade for access. In his letter, he indicates that the path does not serve a purpose; he feels it is an inconvenience. DISCUSSION The pathway along Riverton Point is indeed a temporary trail. This trail is to be extended to an observation point at some future time and is to be connected to the overall Blackhawk trail system. Therefore, while the trail serves no direct purpose at this time, it is indeed intended for future use. Mr. Harvey mentions it is an "inconvenience" for him resulting from the use of skateboards on the path and his driveway. He also states that this creates too great a slope. During the final stages of construction of his home, staff contacted Mr. Harvey and his builder regarding fill material that was placed in the City park. Upon further investigation, it was revealed that Mr. Harvey's driveway accessed Riverton Point, rather than Riverton Avenue. Riverton Point is a private road which was constructed to access lots 1, 2, 3, & 4 of the Blackhawk Lake Addition. His driveway, therefore, crosses City parkland which was never intended to be. City staff did require the builder to redo a section of the driveway and trailway because of the incompatible grades. Suggestions were given to Mr. Harvey on how he might improve his yard with landscaping by use of retaining walls and' plant4 materials. This would improve the yard grades. The trail has no impact on Mr. Harvey's driveway grades. lot 2 FOR COMMIISSION ACTION To review Mr. Harvey's request and make a recommendation to the City Council regarding future actions. Respectf 'Ily submitted, S r Director of Parks & Recreation KV/js Attachments i OLD BUSINESS BLACKHAWK OAKS/BLACKHAWK LAKE ADDITION Parks & Recreation Director Vraa commented that the City Council had postponed action on- this development until the Parks & Recreation Commission resolved their concerns. He said that Mr. Peter Stalland had notified the Commission of his successful negotiation with the neighboring landowner so that the road will not encroach on park property at any point. Director Vraa said the Commission still had to resolve the problem of access to Blackhawk Park. Plan Consultant Erkkila presented an analysis of the Blackhawk Park terrain and three schemes for bringing in a road to the park. Scheme A would provide access off Palisade with the roadway curving with the terrain to a parking lot near the lake/wooded area. Scheme A would require cut and fill in excess of 10'. Scheme B would provide access from the south coming through a low area and proceeding north to the parking lot. Grading would be a major cost, but not as bad as Scheme A. Scheme C would also provide access from the south with the road following 35E R/W and then curving through the park following the natural terrain. The trail would be long, but would not require as much grading as the other two schemes. Schemes B and C would require obtaining easement or dedication from the adjacent property owners. Mr. Erkkila commented that the study pointed out the south access will not be easy to obtain or to do. In this respect, it should give the Commission an understanding of the relative importance of dealing with a west/north access and parking. Plan Consultant Erkkila said that he viewed the design/analysis priorities of the park as: 1. Better vehicular access. 2. Lakefront property. 3. Expand the picnic area. 4. Preserve the natural amenities in the park and neighboring parcels. 5. Cash dedication. Mr. Erkkila would like to fill out the parkland around the narrows of the lake, thus providing more lakeshore. He is optimistic that nearby land parcels may be obtainable because the property will be difficult to develop. Mr. Erkkila then presented four options for the Commission to consider: Option A would bring a road/parking lot/observation deck off the private road into the NW corner of the park. This plan would necessitate the taking of one of the Blackhawk Oaks lots. He did not like this option as the road has many twists and turns. The parking lot would cause some disruption. However, it was his opinion that Option B would be less disruptive and provides a better road to the park. Option B is a bike trail to be constructed in conjunction with the private road and then move into the park, perhaps to an observation deck. This would (i provide an opportunity to see a unique part of the park. Option C provides for the taking of .4 acre from Lot 4, Blackhawk Lake Addition. This would enhance the NE corner of the park and preserve trees. Option D provides road access off Palisade. A small parking lot could be tucked in behind the houses or could be placed in the "tree nursery" or a larger lot near the lake/wooded area as shown in Scheme A. Chairman Martin still preferred a north access and wanted to know why Silver Bell Road couldn't be extended. Mr. Erkkila responded that was a possibility in the original proposal in 1982, but is not an option with the road alignment currently being proposed. Commission member Alt thought the City should opt for a south access and require a bike trail only in the north. She felt it was okay to save Blackhawk Park -for later development. Commission member Thurston wanted to keep the City's options open for a north access even if not exercised. Chairman Martin did not want the north access eliminated and suggested a bridge be put in to bring the road across the steep terrain. In his opinion the Palisade access was less desirable, but he didn't like a public access off a private street which would be the case with a north access. He felt the Commission should make their decision at the August 2nd meeting. Peter Stalland, representing the developer, said they could live with a bike trail in the north and the .4 acres taking from Lot 4; but he could not live with a road/parking lot in the north. The project would not be funded if the north road access were a condition. He felt Palisade provided reasonable access. Plan Consultant Erkkila preferred access from Palisade or Davenport. He did not recommend a north road access or building across steep ridges. He felt the Palisade access would require some cut with a large amount of fill, but is still preferable to a more extensive grading associated with a north access. Director Vraa said if the Commission recommends the north bike access, then construction should be part of a construction program. It's better to have the amenity in place before neighboring residences are built. He was of the same opinion if the Commission opted for the Palisade access with the parking lot to go in.the nursery area. He said it is necessary to get vehicles into the park and eliminate the on street parking as is the case now. He felt the .4 acre from the Blackhawk Lake Addition would be a desirable addition to capture lakeshore. Commission member Thurston was concerned that if only a trailway is provided, there would be many more cars parked on the street. She felt a parking lot should be put in and it could be screened. She said Blackhawk is a community park and access must be provided for the community. It is not a private preserve for the neighborhood. Commission member Bertz was in favor of a parking lot in the nursery area. She hoped a looped road system is in the long range plans for the park. Commission member Carroll said the Palisade access would provide immediate in -park parking. He felt the long range plans could provide for a south access and the large parking lot, plus a loop road could then be facilitated as shown by the concepts. Commission member Fedde asked what effect the septic tanks would have on the lake. Director Vraa said that Public Works Director Colbert is reviewing these associated problems and will give a report to the City Council on August 7. After continued discussion and review, Commission member Carroll moved, Alt q seconded, the following recommendations: 1. The City obtain Option B, a trailway only in the north part of the park. 2. The trailway will be the developer's responsibility and will extend from Blackhawk Road along the private road to the west property line of the park. The trailway is to be 15' wide with a 5' green space along the road, an 8' wide trail bed and a 2' green space along residential property lines. 3. The City accept the .4 acre parcel as dedication from the Blackhawk Lake Addition. 4. Park access will be from Palisade -with a parking lot (for approximately 20 cars) located in the tree nursery area. 5. The balance due in park dedication will be in cash. The motion carried. Commission member Carroll then moved, Bertz seconded, that the Advisory Parks & Recreation Commission go on record that the long range plans for Blackhawk Park will include: 1. Access from the south (Scheme B) to a parking lot near the lake/wooded area. 2. Any potential developer in the area should know of the City's plan and place their structures accordingly. 3. That staff continue review with the intent of bringing the Parks System Plan and the Blackhawk Park P.U.D. up to date at the annual P.U.D. review. The motion carried. PARKS BOND UPDATE Parks Director Vraa will ask the City Council at the August 7 meeting for approval to grade four parks and provide lighting at Northview Park. Bob Rosene is doing the preliminary grading plans with City staff to monitor the field work. Not all four parks will be done at one time. Steel posts will probably be too expensive. Thirteen poles are needed and wood poles will cost between $105,000 and $115,000. Steel posts would cost about $35,000 more. Landscape Architect, Steve Sullivan, will start Monday, August 6. He will review bid documents of the four parks, tennis courts and play equipment. He will also attend Advisory Parrs & Recreation meetings. t >. Commission Member Jackson requested a master schedule be prepared for Commission reference. Parks Director Vraa says there is one forthcoming so the City can maintain control of park improvement and development. OTHER BUSINESS A. Budget Parks & Recreation Director Vraa said it is possible for some park improvement to be in place by late 1985. He felt more seasonal staff would be needed. He also requested an additional 1/2 time secretary and an assistant parks director. Additional equipment and material will be needed as a result of the parks development program. An expansion of some recreation is also anticipated. There is much more to be done with recreational programming. A LOGIS program for registration, ball field reservations, etc. is also a part of the 1985 budget request. / A 9 33 Agenda Information Memo, July 21, 1987 B. PUBLIC WORKS DEPARTMENT Item 1. Salt Storage Building, Approve Plans/Authorize Ad for Bids --As a part of the approved 1987 budget, the Public Works Department would like to proceed with the solicitation of bids for the construction of a salt storage facility to be located west of the new Public Works Maintenance Facility. Enclosed on pages 1Z4/3 is an example of the type of building that could be built to provide for 1,700 tons of salt storage (501x64' building). The construction of this salt storage building will allow the City to buy sand and salt in bulk quantities during off-peak periods at a more economical rate and have the material readily available for efficient distribution on our streets for proper snow and ice control. The size of the building was determined based on the City's need for storage space and the cost estimates in relationship to the approved 1987 budget. The Public Works Director will be available to discuss and answer any additional questions regarding this project. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the specifications for the construction of the Public Works Salt Storage Facility and authorize the advertisement for bid opening to be held at 10:00 a.m. on August 17, 1987. /r 5m c um ■ ■ c Im c aJ N Ln O 'a N W C c E N E ti c v E' a, n o c E V c ti N N � E O _ a E o a ti 3 0 �+ 0 v° u v aj �+ C: c v �. > c 3 � E 1 c l :3a D; y m w V L4 O Q C O S G 3O �`��i� 77 3: CT TI -* rD • -n l0 C Q m O nrD CL --n r -t a 0 c'mNJ ri zz o��0��0 y n r1 O vii l0 O- L, n v, Q V 0X11 � rD rD fD 00 C � rD W � � r" Q rrt , O G L" rD rt C cn V NO rD V1 r3: rD 0 rD te* O � � � 'i r rl :T 3 o 'Y z 0 ,--r rD — -0 � N` O = mO *.n rD 00-�,O<Drnamn a n � w v"00 v,yn� 3�rn rDyy v; <<��y v�� a�G1� ��M 01 o�oa�"a;�� rn rD `<' :7 CL 3- o "rD rn 3 f G � � � y ti Q 0 cr ..= c � �3 rD �� a LA ,LA A y-���� I -1 Lav � I yQ I rD'YrD 2 LA LA It 0 LA to <o y rr mA� -, r* oQOoo :03 n^��m N.3 °_0 00 O t;' rD y- rD y '- vO �y Zmacr m r*O C»�Nc 3;D 37° ?'Y�^ =rD '° � a 3 3 c F i y rr Aywm * �:�ia 3 y < °�£N� rD 3 �ogZa rr gra _ _� rD Dy rD ar - O ,1 r•r a, m d p . 3 rD m ° N N �` . m ` r y fD rr ^e0 3:=* nox O 3 rOr �o�m< y -I �=rr-.r ;1 Q Qv o` alp � 0.A ?rD ~K rp H .0a"- :3 LO °mO. .rO zZli � '�U OrrDD �C Z rD C O �3F n �� 7 ^ y- ZA �n r`p '1 "y 3 �-0O Zm� N»_ ''*p <a y 730. N y y y -w R n O » Q• y Q y rD 0� -u (D a o rt n am O rD rD ut rD `C V 3 (A LO ` O y 4 r) 0 1' i gra 4 r) 0 Item 2. Project 486, Authorize Easement Acquisition from Railroad (E -Z Air Park - Storm Sewer) --In response to Council's previous directive, the Public Works Director had been unsuccessful in trying to negotiate a reduced cost for the acquisition of the necessary permits/easements from the Soo Line Railroad to allow the construction of the storm sewer outlet for the E -Z Air Park facility. Therefore, it is recommended that the Council approve the acquisition of the necessary easements in the amount of $10,800.00. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the acquisition of a utility easement from the Soo Line Railroad in the amount of $10,800.00 for Project 486 (E -Z Air Park - Storm Sewer). Item 3. Project 486, Soo Line Railroad Permit Fee Approval (E -Z Air Park Storm Sewer) --With the plan approval for this project discussed at the June 16th meeting, the Council directed the Public Works Director to negotiate a reduction in the permit fee for the Soo Line Railroad to allow this construction to occur within their right-of- way. Subsequent negotiations have been unsuccessful in reducing the acquisition price from the requested one-time fee of $10,800.00 or the $720.00 per year annual permit fee. As a result of discussions with the City Attorney and Director of Finance, the Public Works Director is recommending that the Council authorize the one-time permit fee of $10,800.00. ACTION TO BE CONSIDERED ON THIS ITEM: To authorize the payment of the permit fee to the Soo Line Railroad for Project 486 in the amount of $10,800.00. 144 Agenda Information Memo, July 21, 1987 CONSENT -AGENDA There are twenty (20) items on the agenda referred to as Consent Items requiring one (1) motion by the City Council. If the City Council wishes to discuss any of the items in further detail, those items should be removed from the Consent Agenda and placed under Additional Items unless the discussion required is brief. CONTRACT _86-12, APPROVED CHANGE ORDER #2 (PUMP HOUSE NO 8 & 9) A. Contract 86-12, Approved Change Order #2 (Pump House No 8 & 9) -- Change Order #2 consists of two parts described as follows: PART A: This provides for the installation of 85' of 12" trunk water main that was deleted from Project 451 due to construction conflict associated with the location of the well drilling rig. (Add $7,750000A PART B: Installation of temporary pumping facilities to allow use of Well No. 9 prior to completion. (Add $3,935,00A This work has been reviewed by the Director of Public Works and found to be necessary for the completion of the project and to provide immediate additional water source to the distribution system. ACTION TO BE CONSIDERED ON THIS ITEM: To approve Change Order #2 to Contract 86-12 (Wells No. 8 & 9 - Pump House) and authorize the Mayor and City Clerk to execute all related documents. PROJECT 514, DUCKWOOD DRIVE (PONDVIEW) RECEIVE PETITION/'ORDER FEASIBILITY REPORT B. Project 514, Duckwood Drive (Pondview), Receive Petition/Order Feasibility Report --We have received a petition from the developer of the proposed Pondview Addition requesting the preparation of a Feasibility Report for the upgrading of Duckwood Drive from Pilot Knob Road to I -35E along the north boundary of this proposed addition. All costs have been guaranteed if, for some reason, the project is not approved at the time of the public hearing. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition and order the Feasibility Report for Project 514 (Duckwood Drive - Pondview). VACATE UTILITY EASEMENTI SLOT 1,BLOCK 1,LEMAY LAKE HILLS TOWNHOMES RECEIVE PETITION/ORDER PUBLIC HEARING C. Vacate Utility Easement, (Lot 1, Block 1, Lemay Lake Hills Townhomes) Receive Petition/Order Public Hearing --The City has received a petition to vacate several utility easements that were dedicated with the platting of the above referenced subdivision. Upon completion of this development and the "as -built" location of the utilities, it is necessary to vacate the excess dedicated l� Agenda Information Memo, July 21, 1987 easements to eliminate encroachment into the relocated building pad areas. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition and order the public hearing for the vacation of utility easements (Lot 1, Block 1, Lemay Lake Hills Townhomes Addition). PROJECT 500, (BRIAR OAKS OF APPLE VALLEY - SANITARY SEWER) RECEIVE REPORT/ORDER PUBLIC HEARING D. Project 500, (Briar Oaks .of Apple Valley - Sanitary Sewer) Receive Report/Order Public Hearing --In response to a petition submitted by the developer of the above referenced petition, the Council authorized the preparation of the Feasibility Report which has now been completed and is being presented to the Council for their consideration of scheduling a formal public hearing. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the Feasibility Report for Project 500 (Briar Oaks of Apple Valley - Sanitary Sewer) and schedule a public hearing to be held August 18, 1987. PROJECT 508, (DANIEL DRIVE -_STREETS) RECEIVE REPORTZORDER PUBLIC HEARING E. Project 508, (Daniel Drive - Streets), Receive Report/Order Public Hearing --In response to a petition submitted by the developer of the proposed Lexington Pointe Addition, the Council authorized the preparation of the Feasibility Report for the construction and extension of Daniel Drive to its intersection with Diffley Road. This report has now been completed and is being presented to the Council for their consideration of scheduling a formal public hearing to discuss these proposed improvements. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the Feasibility Report for Project 508, (Daniel Drive - Streets) and order the public hearing to be held August 18, 1987. PROJECT 509, (PATRICK ADDITION - STREETS AND UTILITIES) RECEIVE REPORT ORDER PUBLIC HEARING F. Project 509, (Patrick Addition - Streets and Utilities), Receive Report/Order Public Hearing --In response to a petition submitted by the developer of the proposed Patrick Addition, the Council authorized the preparation of the Feasibility Report for the installation of streets and utilities. This report has now been completed and is being presented to the Council in consideration of scheduling a formal public hearing to discuss these proposed improvements. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the Feasibility Report for Project 509, (Patrick Addition - Streets & Utilities), and schedule a public hearing to be held on August 18, 1987. /( Agenda Information Memo, July 21, 1987 FINAL PLAT APPROVAL FOR CHAPEL HILL ADDITION G. Final Plat Approval for Chapel Hill Addition --The City has received an application for final plat approval for the Chapel Hill Addition located east of Pilot Knob Road just south of the pro sed Fairway Hills Addition as shown by the map enclosed on.page /. All conditions of the preliminary plat approved by Council action on February 3, 1987 have been complied with. All final plat application materials have been submitted, reviewed by staff and found to be in order for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the final plat for Chapel Hill Addition and authorize the Mayor and City Clerk to execute all related documents. 17 :z co :r— X ui Agenda Information Memo, July 21, 1987 FINAL PLAT APPROVAL, WILLIAMS & LARUE 2ND ADDITION H. Final Plat Approval, Williams & Larue 2nd Addition --We received a Final Plat application for the above referenced subdivision located in the northeast corner of Wescott Road and Lexington Avenue. This plat is further described by the plan enclosed on page ZD All conditions of the preliminary plat approval granted by Council action on May 19, 1987, have been complied with. All Final Plat application materials have been submitted, reviewed by staff and found to be in order for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the Final Plat for Williams & Larue 2nd Addition and authorize the Mayor and City Clerk to execute all related docucments. 19 -k0 44 Agenda Information Memo, July 21, 1987 FINAL PLAT APPROVAL. THOMAS LAKE CENTER I. Final Plat Approval, Thomas Lake Center --We have received an application for Final Plat Approval for the Thomas Lake Center located in the northwest corner of Thomas Lake Road and Cliff Road as further described by the plan enclosed on page Z�__. All conditions of the preliminary plat approval granted on April 7, 1987 have been complied with. All Final Plat application materials have been submitted, reviewed by staff and found to be in order for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the Final Plat for Thomas Lake Center Addition and authorize the Mayor and City Clerk to execute all related documents. -"j .M�■ W �� Z W �F e! j//�s i� �, � '"� i � � -L � ; � s —T—� ii.. ii s � f� I t= ce 5 I �t i z' ■ ��C d r!Y :; a� i. :! .� ii —�-----�yUb 3Hr� SvwU`+1 --- � J �� L— —_� ' --'�- - -----�--- i r I� r--- _, , I j i �--� ,� s i � � \. i �_ . � �� • � �i I �' '- l � -- �� ' �• I s �� �. � t-_____ l r LTJ •� •� � �` •• SOI yC � � � �/ JL -� � r �� I w W W 2 M M r yW S N Agenda Information Memo, July 21, 1987 APPROVED MN DOT AGREEMENT NO. 64139M, SIGNAL INSTALLATION ON PILOT KNOB ROAD AT I-494 J- Approved MN DOT Agreement No. 64139M, Signal Installation On Pilot Knob Road at I -494 --The state has prepared a cost participation agreement with Dakota County, Mendota Heights and the City of Eagan to cover the power, operation and maintenance of the signal system proposed to be installed during 1987 at the intersection of Pilot Knob Road with the I-494 interchange. All cost participation proposed by Eagan is in conformance with past similar signalization projects for count road interchanges with interstates. Enclosed on page _� __ is a copy of the Resolution to be approved by Council action as requested by MN DOT. ACTION TO BE CONSIDERED ON THIS ITEM: To pass the Resolution approving the MN DOT Signal Agreement No. 64139M (Pilot Knob Road and I-494) and authorize the Mayor and City Clerk to execute all related documents. -,73 RESOLUTION BE IT RESOLVED that the City of Eagan enter into an agreement with the State of Minnesota, Department of Transportation for the following purposes, to wit: To provide electrical energy to the new traffic control signal with street lights, interconnect and signing on Trunk Highway No. 494 South Ramp at County State Aid Highway No. 31 (Pilot Knob Road) in accordance with the terms and conditions set forth and contained in Agreement No. 64139M, a copy of which was before the Council. BE IT FURTHER RESOLVED that the proper City officers be and hereby are authorized to execute such agreement, and thereby assume for and on behalf of the City all of the contractual obligations contained therein. CERTIFICATION State of Minnesota County of Dakota City of Eagan I hereby certify that the foregoing Resolution is a true and correct copy of a resolution presented to and adopted by the Council of the City.of Eagan at a duly authorized meeting thereof held on the day of , 1987, as shown by the minutes of said meeting in my possession. (Seal) 64139M -6- ty Clerk -Treasurer Agenda Information Memo, July 21, 1987 PROJECT 448R, RECEIVE FINAL ASSESSMENT ROLE/ORDER PUBLIC HEARING (WILDERNESS PONDS - TRUNK STORM SEWER) K. Project 448R, Receive Final Assessment Role/Order Public Hearing (Wilderness Ponds - Trunk Storm Sewer) --All costs associated with the installation of the trunk storm sewer under this project have been tabulated and the final assessment role prepared in anticipation of scheduling the final assessment hearing necessary to finance this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment role for Project 448R (Wilderness Ponds - Trunk Storm Sewer) and schedule the final assessment hearing to be held August 18, 1987. PROJECT 455, RECEIVE -FINAL ASSESSMENT ROLE/ORDER PUBLIC HEARING (DEERWOOD DRIVE - STREETS & UTILITIES) L. Project 455, Receive Final Assessment Role/Order Public Hearing (Deerwood Drive - Streets & Utilities) --All costs associated with the installation of streets and utilities under this project have been tabulated and the final assessment role prepared in anticipation of scheduling the final assessment hearing necessary to finance this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment role for Project 455 (Deerwood Drive - Streets & Utilities) and schedule the final assessment hearing to be held August 18, 1987. PROJECT 46_9, RECEIVE FINAL ASSESSMENT ROLE/ORDER PUBLIC HEARING (TOWERVIEW ROAD - STREETS) M. Project 469, Receive Final Assessment Role/Order Public Hearing (Towerview Road - Streets). --All costs associated with the installation of streets under this project have been tabulated and the final assessment role prepared in anticipation of scheduling the final assessment hearing necessary to finance this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment role for Project 469, (Towerview Road - Streets) and schedule the final assessment hearing to be held August 18, 1987. PROJECT_ 472 RECEIVE FINAL ASSESSMENT ROLE ORDER PUBLIC HEARING (CLEARVIEW ADDITION/BEECHER DRIVE - STREETS) N. Project 472, Receive Final Assessment Role/Order Public Hearing (Clearview Addition/Beecher Drive - Streets) --All costs associated with the installation of streets under this project have been tabulated and the final assessment role prepared in anticipation of scheduling the final assessment hearing necessary to finance this project. Z� Agenda Information Memo, July 21, 1987 ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment role for Project 472, (Clearview Addition/Beecher Drive - Streets) and schedule the final assessment hearing to be held August 18, 1987. PROJECT 474, RECEIVE FINAL ASSESSMENT ROLE ORDER PUBLIC HEARING (EAGANDALE LEMAY LAKE 2ND ADDITION - STREETS & UTILITIES) O. Project 474, Receive Final Assessment Role/Order Public Hearing (Eagandale Lemay Lake 2nd Addition - Streets & Utilities) --All costs associated with the installation of streets and utilities under this project have been tabulated and the final assessment role prepared in anticipation of scheduling the final assessment hearing necessary to finance this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment role for Project 474, (Eagandale Lemay Lake 2nd Addition - Streets & Utilities) and schedule the final assessment hearing to be held August 18, 1987. PROJECT 476, RECEIVE FINAL ASSESSMENT ROLE/ORDER PUBLIC HEARING (HIGHVIEW AVENUE - STREETS) P. Project 476, Receive Final Assessment Role/Order Public Hearing (Highview Avenue - Streets) --All costs associated with the installation of streets under this project have been tabulated and the final assessment role prepared in anticipation of scheduling the final assessment hearing necessary to finance this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment role for Project 476 (Highview Avenue - Streets) and schedule the final assessment hearing to be held August 18, 1987. PROJECT 515, RECEIVE PETITION/ORDER FEASIBILITY REPORT (SO. DODD ROAD — OVERLAY)_ Q. Project 515, Receive Petition/Order Feasibility Report (So. Dodd Road - Overlay) --The staff has received a petition from several property owners along Dodd Road between Cliff and Farm Roads requesting the City to install a 24' wide bituminous overlay on the existing gravel road. Enclosed on pages �_ through Z T is a. copy of the petition and a map showing the locatio of the petitioners to the road improvement. Enclosed on page is the Public Works Director's response to the receipt of the pe ition and the concerns contained therein. The Public Works Director would like to receive some direction from the Council as to how the Feasibility Report should be prepared in relationship to any potential City financing alternatives. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition for Project 515 (So. Dodd Road - Overlay) and order the preparation of a Feasibility Report. Zia PROJECT 515 PETITION FOR BITUMINOUS OVERLAY SPECIAL NOTE: The petition for this project will be distributed with the Additional Information packet on Monday. 3830 PILOT KNOB ROAD, P.O. BOX 21199 BEA BLOMQUIST Mayor . EAGAN. MINNESOTA 55121 THOMAS EGAN PHONE (612) 454-8100 JAMES A SMITH July 16, 19B7 VICE THEODOREEWAC ACHTER Council Members THOMAS HEDGES City Aaminatraim EUGENE VAN OVERBEKE MR JAMES A THOMPSON CityCierk 4875 DODD ROAD EAGAN MN 55123 Re: Project 515, Petition For Bituminous Overlay (South Dodd Rd.) Dear Mr. Thompson: I am in receipt of your petition requesting the bituminous surfacing of Dodd Road from Cliff Road to Farm Road. This petition will be presented to the Council at their meeting on July 21 with a request for authorization to prepare a formal feasibility report. This feasibility report would estimate the cost of the petitioned improvement and the method of financing/assessments. Upon completion of this feasibility report, a formal public hearing would be scheduled and all property owners who would be proposed to be assessed would be so notified of this public hearing so they could then express their support or objection to the proposed project. This process usually takes approximately 6-10 weeks upon Council's receipt of a petition. The cost estimates that you refer to are for a completed 32' wide bituminous surfaced residential street with concrete curb and gutter. Because your petition requests only a 24' bituminous overlay, I would expect the cost to be considerably less. Your suggestion for City participation will be given serious consideration due to the fact that this requested improvement will have to be destroyed when the installation of utilities are petitioned for in this area. At that time, a full standard residential street improvement would be required. I appreciate your initiative in trying to gain substantial neighborhood support. This petition is necessary before the Council will authorize the expenditures of funds needed to perform the study necessary for discussion at a formal public hearing. If you have any additional questions, please feel free to contact me. 3cSierelhael P. Fotsc Assistant City Engineer �9 THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY — _._ - n; rPr t.nr. of Public Works Agenda Information Memo, July 21, 1987 VACATE UTILITY EASEMENT, RECEIVE PETITION/ORDER PUBLIC HEARING (L10, B1, ST FRANCIS WOODS 1ST ADDITION) R. Vacate Utility Easement, Receive Petition/Order Public Hearing (Lot 10, Block 1, St. Francis Woods 1st Addition) --As a result of the sideyard set back variance approved by Council action on July 7th, the property owner has submitted a petition to vacate a portion of the side lot line drainage and utility easement impacted by the encroachment of the structures expansion allowed by the variance approval. It would be in order to receive this petition and schedule a formal public hearing. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition to vacate a portion of the utility easement for Lot 10, Block 1, St. Francis Woods lst Addition and schedule a public hearing to be held on August 18, 1987. `3 0 Agenda Information Memo, July 21, 1987 APPROVE RESOLUTION REQUESTING MN DOT SPEED STUDY NICOLS ROAD — (SOUTH OF DIFFLEY ROAD) S. Approve Resolution Requesting MN DOT Speed Study - Nicols Road (South of Diff ley Road) --With the recent completion of Nicols Road (formerly County Road 23) to an urban section of varying widths, it is appropriate to have a speed study performed by MN DOT to properly determine an enforceable speed limit to be posted on this segment of roadway. Enclosed on paged is a copy of the Resolution for Council approval. ACTION TO BE CONSIDERED ON THIS ITEM: To approve a Resolution requesting a MN DOT Speed Study for Nicols Road south of Diffley Road and authorize the Mayor and City Clerk to execute said Resolution. -51 RESOLUTION CITY OF EAGAN SPEED LIMIT DESIGNATION - NICOLS ROAD MNDOT SPEED STUDY REQUEST WHEREAS, the City of Eagan has recently upgraded Nicols Road south of Diffley Road; and, WHEREAS, the, City would like to establish enforceable speed limits along the above -referenced street; and, NOW, THEREFORE, BE IT RESOLVED the the City Council of the City of Eagan, Dakota County, hereby requests MnD.OT District 9 to perform a speed study necessary to designate the proper speed limit for Nicols Road south of Diffley Road. Motion made by: Seconded by: Those in favor: Those against: Dated: CITY OF EAGAN CITY COUNCIL By: Its Mayor Attest: Its Clerk CERTIFICATION I, E.J. VanOverbeke, Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this day of , 1987. E.J. VanOverbeke, City Clerk City of Eagan 3� Agenda Information Memo, July 21, 1987 PERSONNEL ITEMS T. Personnel Items --There is one (1) item to be considered under Personnel Items at this time. Item 1. Construction Analyst --Over 150 applications were received for this vacant position. After screening of the applications, ten applicants were invited to the Eagan Municipal Center for interviews to be held on Monday, July 20, 1987. The interviews will be conducted by Chief Building Official Reid, Assistant Chief Building Official Hanson and Administrative Assistant Duffy. If a decision can be made by the time of the City Council meeting on July 21, 1987, a name will be forwarded to the Council at that time for their action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the Construction Analyst for the Protective Inspections subject to successful completion of the City's examination requirement. 33 hiring of a Department, physical Agenda Information Memo, July 21, 1987 PUBLIG'HEAR-INGS PROJECT 499, CHAPEL HILL BAPTIST CHURCH -STREETS & STORM SEWER A. Project 499, Chapel Hill Baptist Church - (Streets and Storm Sewer) --On June 2nd, the Council received the Feasibility Report and scheduled the formal public hearing to be held on July 7th, for the installation of streets and storm sewer to service the proposed Chapel Hill Baptist Church Addition. Enclosed on pages _S __ through _ is a copy of that Feasibility Report. Our consulting engines will be discussing the details associated with this project and answer any questions that may arise during this public hearing process. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed under this project. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/deny Project 499 (Chapel Hill Baptist Church - Streets and Storm Sewer) and, if approved, authorize appropriation of detailed plans and specifications. 34 REPORT CHAPEL HILL ADDITION PROJECT No. 499 EAGAN, MINNESOTA 1987 File No.49419 BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ENGINEERS & ARCHITECTS ST. PAUL, MINNESOTA REVISED 6/30/87 Bonestroo, Rosene, Andexlik & Associates, Inc. —01 2335 W. Trunk Highway 36 Engineers & Architects St. Paul, MN 55113 612.636.4600 May 28, 1987 Honorable Mayor and Council City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 J C J Re: Chapel Hill Addition Project No. 499 Our File No. 49419 Dear Mayor and Council: Ona G. Bonestruo. Y.E. Robert W. Rusene. RL•'. Joseph C. Anderlik. P.E. Bradford A. Lemberg, P.E. Richard E. Turner. P.E. lumes C. Olson, P.E. Glenn R. Cook. P.E. Kroh A. Gordon, P.E. Thom- E. Noyes. Y.L Richard W. Faster, P.E. Robert G. Schunuht, P.E. Marvin L. Survalu. P.E. Donald C. Burgardi, P.E. Jerry A. Bourdon, P.E. Mark A. Hanson, P.E. Ted A. Field, P.E. Michael T. Rautrnunn, P.E. Robert R. PJiJJvrle, P.L. David O. Loskuta, P.E. Thumus W. Peterson, Y.E. Michael C. Lynch, P.E. Karen L. Willis. P.E. James R. Mulund. P.E. Kenneth P. Anderson, P.E. Keith A. Bachmann, P.L. Murk R. Rolls, P.E. Robert C. Russrk, A.LA, Thamus E. Angus, P.L. scoff L. Young, P.E. Charles A. Lricksort Lea M. Pawelsky Harlan M. Olson Susan .41. Eberlin Transmitted herewith is our report for Chapel Hills Addition, Project No. 499. This report covers storm sewer and street construction and includes a preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, BONESTR00, ROSENE, ANDERLIK & ASSOCIATES, INC. L. Phillip Gravel III LPG:ci 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. Jy A. Bourdon Date: May 28 1987 Reg. No. 13841 4 1 Approved by: -., C' 'Department of Public Works 4064e Date: t. 3� SCOPE: The Chapel Hill Addition provides street and storm sewer access to the proposed Chapel Hill Baptist Church. The project is located in the SW 1/4 of Section 34 (east of Pilot Knob Road and north of Lebanon Hills Regional Park). The work included in this project consists of construction of a resi- dential street complete with concrete curb and gutter, bituminous paving, and storm sewer. Construction will be in accordance with City of Eagan street standards. FEASIBILITY AND RECOMMENDATION: The project as outlined herein is feasible from an engineering standpoint and complies with the City's Comprehensive Plan for streets and utilities. The project can best be carried out as one con- tract. Sanitary Sewer - No sanitary sewer is proposed for this project. The Chapel Hill Baptist Church has requested that a temporary onsite sewage treatment system be used until sanitary sewer from the Fairway Hills development becomes available. The church may need a future lift station to reach the proposed Fairway Hills sanitary sewer facilities. Water Main - No watermain is proposed for this project. The Chapel Hill Bap- tist Church has proposed an onsite well for their water needs. Future water service from the Fairway Hills development could be provided. Fire protection should be addressed at the time of building permit application. Storm Sewer - The Chapel Hill Addition will require storm sewer construction to drain the church parking lot (and future parking lots) and the proposed street. The system will include 4 catch basins and will convey storm water from the project area to the ditch on the east side of Pilot Knob Road. Page 1. 4064e 37 Street - The street construction will consist of constructing a standard 32' wide residential street with B618 concrete curb and gutter. The street will have a temporary barricade on its east end. It is assumed for purposes of this report, the street will be rough graded as part of the site grading. EASEMENTS/PERMITS: No easements will be necessary for this project. However, a permit will be required from Dakota County for the storm sewer work within County right-of-way. A Street/Driveway Access Permit will also be required. AREA TO BE INCLUDED: The assessment and construction area consists of: SW 1/4, SECTION 34 Parcel 020-51 (part) - Future Lot 1, Block 1, Chapel Hill Addition Parcel 020-51 (part) - Future Parcel 030-51 Parcel 010-51 COST ESTIMATES: Detailed cost estimates are presented in Appendix A of this report. The total estimated project cost is $44,890 which includes contingen- cies and all related overhead. Overhead costs are estimated at 30% and in - elude legal, engineering, administration, and bond interest. The total estimated cost includes $27,300 for storm sewer and $17,590 for street construction. ASSESSMENTS: Assessments are proposed to be levied against the benefited properties. A preliminary assessment roll is included in Appendix B located at the back of this report. All costs will be revised based on final costs. The assessments will be spread over a period of 15 years. The interest rate will be based upon the latest bond sale at the time of the final assessment hearing. Page 2. 4064e 3 Streets It is proposed to assess the street cost on a front foot basis to: Lot 1,,Block 1, Chapel Hill Addition. The residual of Parcel 020-51 (after the platting of Chapel Hill Ad- dition) Parcel 010-51 The residual of Parcel 020-51 (future 030-51) will be assessed for the normal nominal frontage of 100'. Storm Sewer Storm sewer is proposed to be assessed on an area basis to the abutting property it serves as shown on the attached drawing. Trunk storm is to be assessed to Lot 1 Block 1, Chapel Hill Addition only. The total area of Lot 1, Block 1 is 8.4 acres. The commercial trunk area storm sewer assessment rate in effect at the time of this report is $0.079/s.f. REVENUE SOURCES: Revenue sources to cover the cost of this project are esti- mated to be as follows: A. Storm Sewer Lateral Assessment B. Storm Sewer Trunk Assess. C. Street Assessment TOTAL................... Project Cost Revenue Balance $ 27,300 $ 27,300 - 0 - -0- 28,906 + 28,906 17,590 17,590 - 0 - $ 44,890 $ 73,796 $ 28,906 Page 3. 4064e 3� PROJECT SCHEDULE Present Feasibility Report Public Hearing Approve Plans and Specifications Open Bids/Award Contract Construction Completion (except final street paving) Final Assessment Hearing First Payment Due with Real Estate Taxes 4064e Page 4. 0 June 2, 1987 July 7, 1987 August 4, 1987 September, 1987 October, 1987 Summer, 1988 May, 1989 APPENDIX A PRELIMINARY COST ESTIMATE CHAPEL HILL ADDITION PROJECT NO. 499 A. STORM SEWER 275 Lin. Ft. 15" RCP Storm sewer 0'-8' dp. @ $23.00/lin. ft. 239 Lin. Ft. 18" RCP Storm sewer 0'-8' dp. @ $26.25/lin. ft. 4 Each Std. CB w/cstg. @ $850.00/each 2 Each Std. 4' dia. MH w/CHtg. @ $900.00/each 1 Each 18" RCP flared end @ $600.00/each 1 Each 15" RCP flared end w/trash guard @ $600.00/Each 8 Cu. Yds. Grouted rip rap @ $70.00 444 Lin. Ft. Mechanical trench compaction @ $1.00/lin. ft. Subtotal + 5% Contingencies + 30% Legal, Engrng., Admin. & Bond Interest TOTALSTORM SEWER ........................... Page 5. 4064e _r� $ 6,325 6,271 3,400 1,800 600 600 560 $ 20,000 1,000 $ 21,000 6,300 $ 27,300 B. STREET 50 Cu. Yds. Subgrade correction @ $5.00/cu. yds. 75 Cu. Yds. Select granular borrow @ $3.00/cu. yds. 495 Ton Class 5 Aggregate Base @ $7.00/ton 113 Ton 2331 Bituminous Base Course @ $11.50/ton 113 Ton 2341 Bituminous Wear Course @ $14.00/ton 12.4 Ton Bituminous Material for Mixture @ $180.00/ton 50 Gals. Bituminous Material for Tack Coat @ $1.50/gal. 550 Lin. ft. B618 Concrete Curb & Gutter @ $6.00/lin. ft. 1 Each Road Barricade @ $100.00 ea. 0.2 Acres Seed w/3" topsoil, mulch & fertilizer @ 1,800./ac. TOTAL $ 12,886 + 5% Contingencies + 30% Legal, Engrng., Admin. & Bond Interest TOTAL......................•.................•.. Page 6. 4064e Z $ 250 225 3,463 1,299 1,582 2,232 75 3,300 100 360 644 $ 13,530 4,060 $ 17,590 Parcel Description I. STORM SEWER A. Lateral SW 1/4, SECTION 34 Parcel 010-51 Parcel 020-51 (future 030-51) CHAPEL HILL ADDITION Lot 1, Block 1 TOTAL B. Trunk CHAPEL HILL ADDITION Lot 1, Block 1 II. STREET SW 1/4 Section 34 Parcel 010-51 Parcel 020-51 (future 030-51) CHAPEL HILL ADDITION Lot 1, Block 1 4064e APPENDIX B PRELIMINARY ASSESSMENT ROLL CHAPEL HILL ADDITION PROJECT NO. 499 Quantity Rate Total 423250 sq.ft. $0.0756/s.f. $ 3,194.11 75,360 sq.ft. 0.0756/s.f. 5,697.23 243,500 s,.ft. $0.0756/s.f. $18,408.66 361,110 sq.ft. $27,300.00 365,904 sq.ft. $0.079/s.f. $28,906.00 303 l.f. $24.92/l.f. $ 7,550.76 100 l.f. 24.92/l.f. 2,492.00 303 l.f. 24.92/l.f. 7?550.76 706 l.f. $17,593.52 Page 7. �3 SUMMARY PRELIMINARY ASSESSMENT ROLL CHAPEL HILL ADDITION PROJECT NO. 499 Total Parcel San. Water Storm Sewer Assessment Description Sewer Main Services Lateral Trunk Street Per Lot CHAPEL HILL ADDITION Lot 1, Block 1 - 0 - - 0 - - 0 - $181408 $28,906 $7,551 $54,865 SW 1/4, SECTION 34 Pacel 010-51 - 0 - - 0 - - 0 - $ 3,194 - 0 - 7,551 10,745 SW 1/4, SECTION 34 Parcel 020-51 - 0 - - 0 - - 0 - $ 5,698 - 0 - 2,492 8,189 (future 030-51) $73,800 4064e Page 8. qq P/LOT KNOB ROAD LOT I BLOCK I PROPOSED CURB 8. GUTTER PROPOSED STORM SEWER CATCH BASIN BY OTHERS- STORM THERS- STORM SEWER BY OTHERS— STREET BY OTHERS r ' q fes= = 1 // II II CHAPEL HILL ADDITION STORM SEWER PROJECT No. 499 EAGAN. MINNESOTA O w Q X 0 C.S.A.H. No. 31 �' T. d 25' 50, Graphic Scale in Feet BONESTROO. AOSENE. ANDERLIK A ASSOCIATES, INC. Engineers A Architects St. Paul, Minn. Date: July, 1987PIG. No. 1 Comm. 49419 PILOT KNOB ROAD LOT I BLOCK I STORM SEWER BY OTHERS STREET BY OT H E RS --\ �& �''• ii CHAPEL HILL ADDITION STREETS PROJECT No. 499 EAGAN. MINNESOTA C.S.A.H. No. 3/ L,f' rS, YK w %k > ti :i 0 25' 50, . t,r••i,i Graphic Scale in Feel ®ONE8TPtOO. ROSENE, ANDERLIK 8 ASSOCIATES, INC. Englne*rs 8 Architects St. Paul, Minn. Data: July. 1987 FIG.No. Comm. 40419 c: CHAPEL HILL ADDITION STORM WATER DRAINAGE AREA PROJECT No. 499 EAGAN, MINNESOTA 100 200 'NIC SCALE BONESTROO, ROSIENE. ANDERLIK 8 ASSOCIATES, INC. Engineers & Architects St. 'nut, Minn. Date: July, 1987 If FIG. No. 3 Comm. 49419 , Agenda Information Memo, July 21, 1987 YANKEE SQUARE OFFICE III/COMMERCIAL DEVELOPMENT REFUNDING B. Refunding of City of Eagan $1,250,000 Commercial Development Revenue Bonds of 1982 for Yankee Square Office III Project --At the July 7, 1987 City Council meeting, a public hearing was scheduled for the July 21 City Council meeting to allow consideration of an application submitted by the Federal Land Company to refund $1,250,000 of Commercial Development Revenue Bonds of 1982 for the Yankee Square Office III project. The basic purpose for Federal Land Company Refunding Bonds is to take advantage of lower interest rates for the outstanding bonds. City Councilmember Smith, who is Chairman of the Finance Committee, raised several questions such as 1) how will the new issue be secured by a letter of credit for purchase by sophisticated buyers? 2) will the payment schedules be different for the refinance issue as opposed to the current issue and 3) will the old bonds be called. Mr. Mike Jeronimus, an attorney for Briggs and Morgan, is handling the coordination on behalf of the City and Federal Land Company for the refunding issue and has spoken with City Councilmember Smith and provided a favorable resolution to all the questions asked at the July 7 meeting. The answers provided by Mr. Jeronimus were shared with City Councilmember Egan by the City Administrator and upon his review it was determined that there was no reason for a Finance Committee meeting. For a copy of correspondence from Mr. Jeronimus that addresses the refunding issue and addresses questions that were raised by members of the Finance Committee, please refer to pages T through �L. The City Administrator has a copy of the indenture of trust and loan agreement which are quite lengthy, however, if any member of the City Council would like to look at these documents, please contact this office and copies will be distributed. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny refunding of City of Eagan $1,250,000 Commercial Development Revenue Bonds of 1982 for Yankee Square Office III project. �G9 MATTHEW J. LEVITT DOUGLAS L.SEoa LAW OFFICES JAMES G. BAY TERRY L. SLYE COLE OEHLaR MICHAEL H. JERONIMU5 RICHARD H. MARTIN MAUREEN E. WARREN RoaELa M. BowKN R. Soars DAnxsTRUDY B Iii I G G S MORGAN J. 1T. • MARY M. DYRSETH FRANK HAMMOND J. PATRICK MCDAviTT A N D MARY L.IPPEL PATRICK M. GARRY LEONARD J. KEYEs JOHN B. VAN DE NORTH, JR. JAMES A. Voss TEMarHY E. MARx ROBERT G. SHARE RICHARD G. Meas PROFESSIONAL ASSOCIATION RoHYx L. HANSEN CHERYL A.THoNAs BURT E. SwAxsax AxDREw C. SELDEx ROBERT E. WOODS KEvIN A. BERG M. J. GALvW, JR. AxDREw C. BECHER WILLIAM J. JAAMS MARE SCHROEDER DAVID C. FORSBERG JEFFREY J. KEYES MARGARET K. SAVAGE M. BRICID MCDONOUGH JOHN J. MCNEELY JAMES E. NELSON 2400 I D S CENTER BRIAN G. BELISLE MARIAN M.DoRKW MCNELL V. SEYMOUR. JR. JERoids A. GEIS TONY STEMBERGEH CHRISTOPHER C. CLEVELAND JERRY F. RoTx&v STEVE A. BRAND MINNEAPOLIS, MINNESOTA 55402 MARY E. SCHAFFNER NANCY D. ARNISoN TEarxcE N. DOYLE JOEL H. GoYrssMAx MICHAEL H. STKE TER MICHAEL J. MCELUSTREM RICHARD H. KYLE ALAx H.MAcLix JOHN H. LiwDSTROM PAUL S. JACOBSEN JOHN L. DEvNEYJEFFREY F. SHAW RICHARD D. ANDERSON NEAL T. BUETHE RONALD L. SORENSON MATraEw L. LEvirr TELEPHONE (612) 339-0661 SALLY A. SCOGGW IIMoTHY J. KEENAw PETER H. SEED DAvm G. GREENWo DAvm C. MCDGNALD CARLOS R. CAaEesoUILLo SAMUEL L. HANSON DAviD B. SAND TELECOPIER (612) 375-1078 BRUCE W. MOOTY KRISTIN S. MELEY RONALD E. ORCHARD DANIEL M. COUGHLAN Eaic NILSSON ELENA L.OsTRY JOHN IRossa JOSEPH P. NGACE ANDREW R. KumumGER KEvxN J. HINIHER STEPHEN WINNICE CHARLES R. RAYNOR FREDERICK P. ANGST ROBERT D. SIcati AvaoN L. GORDON ANDREA M. BOND ROBERT L. LEE RUTH J. KELMAN JOHN R. MwEFICE TIMOTHY P. FLAHERTY ANN HDNTHODs VINCENT A. THOMAs THOMAs A. LASSOS MARTIN H. Fisx INCLUDING THE FORMER FIRM OF ELIZABETH J. ANDREws DAviD J. SPENCER ROBERT J. PRATTE GREGORY J. STENMOE DANIEL J. COLE, JR. JOHN BULTENA LEVITT, PALMER, BOWEN, ROTMAN & SHARE CHARLES B. ROGERS OF COUNSEL J. NEIL MORTON RICHARD E. KYLE July 10, 1987 JOHN M. PALMER SAMUEL H. MORGAN FRANK N. GRAHAM A.LAVaENCE DAVIs CLARENCE G. FRAME JOHN M. SULLIVAN VIA MESSENGER City of Eagan Eagan Municipal Center 3830 Pilot Knob Road Eagan, Minnesota 55112 Attention: Thomas Hedges City Administrator Re: Refunding of City of Eagan - $1,250,000 Commercial Development Revenue Bonds of 1982 (Yankee Square Office III Project) Dear Mr. Hedges: In 1982 the City of Eagan issued its $1,250,000 Commercial Development Revenue Bonds of 1982 (Yankee Square Office III Project) (the "Bonds") in conjunction with the construction by Federal Land Company (the "Company") of a two-story commercial office building on real estate situated within the City. At the present time none of the Bonds have been retired. As you know Federal Land Company has requested that the interest rate for the outstanding Bonds be adjusted to reflect current market rates. From a mechanical standpoint, the adjustment of the interest rate is accomplished by "refund- ing" the outstanding issue with the proceeds of a refunding bond issue which bears interest at the current market rate. Because the proposed refunding issue modifies an existing issue and does not finance a new project, no allocation of limited bonding authority is required and no approvals of the proposed issue are required from the State of Minnesota. However, federal law requires that the final maturity date of the refunding.issue may not extend beyond August 1, 2012, which is the final maturity date of the outstanding issue. �1 2200 FIRST NATIONAL BANK BUILDING 2400 IDS CENTER SAINT PAUL, 14INNESo TA 55101 MINNEAPOLIS, 11INNESOTA 55402 r012) 291-I:AS f(312) 339-0901 BRIGGS AND MORGAN City of Eagan July 10, 1987 Page two Additionally, federal law requires that the proposed refinanc- ing not extend the average life of the outstanding issue. Because the mandatory redemption schedule for principal in the proposed refinancing commences somewhat later than redemp- tions scheduled for the outstanding issue, the amount of principal redeemed at each scheduled redemption date for the refunding issue will be increased somewhat to insure that the average life of the outstanding issue is not extended as a result of the refinancing. The proposed refinancing will continue to be secured by the Guarantees of the principals, a Mortgage and Assignment of Rents and Leases on the Project and a Letter of Credit from American National Bank and Trust Company. Like the present financing, the refinancing will require that upon the expiration of the Letter of Credit, the Bonds will be mandatorily purchased by the Company. Under the terms of the refinancing, the refunding bonds may be remarketed after they have been repurchased by the Company only if a new Letter of Credit is provided. The City will be asked to approve the refinancing on July 21, after the scheduled public hearing. If the City approves the refinancing it will be necessary for City offi- cials to execute customary bond documents in conjunction with the bond closing. If the proposed refinancing is approved by the City, it is anticipated that the refunding bonds will be issued approximately July 30. The proceeds of the refunding issue will be immediately used to effect the refunding of the out- standing Bonds on Monday, August 3. Standard restrictions prohibiting illegal arbitrage will be incorporated into the Bond documents. The proposed refunding bonds will be payable solely from moneys derived from the Loan Agreement with the Company, trust funds deposited in the funds and accounts established under Article 5 of the Indenture, and amounts derived from the Mortgage, the Assignment of Leases and Rents and the Letter of Credit. The refunding bonds will not be a charge against the City's general credit or. taxing powers. 6_1116 y BRIGGS axn MORGAN City of Eagan July 10, 1987 Page three We hope that this letter is a useful outline of the refunding proposal. The proposed refinancing is in our view a typical refunding issue. Please feel free to distribute this letter as you deem appropriate to staff and City Councilpersons. If you would like any specific area of the transaction explained in greater detail, please give me a call. MHJ/lh cc: Martin Colon Len Champer Roger Gordon Very truly yours, Michael H. Jeronimus Agenda Information Memo, July 21, 1987 PROJECT 495, DALLAS DEVELOPMENT 2ND ADDITION KENNEBEC DRIVE - STREETS & UTILITIES C. Project 495, Dallas Development 2nd Addition, (Kennebec Drive - Streets and Utilities) --On June 16th, the Council received the Feasibility Report and scheduled a public hearing for the installation of streets and utilities within Kennebec Drive as necessary for the Dallas Development 2nd Addition. Enclosed on pages _<33 through _-Z�_ is a copy of the Feasibility Report. A consulting engineer will be discussing the details of this project and will answer questions as they may arise during this hearing. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/deny Project 495 (Dallas Development 2nd Addition - Streets and Utilities) and, if approved, authorize the appropriation of detailed plans and specifications and the acquisitition of all required easements through condemnation, if necessary. 5�7_ FOR DALLAS DEVELOPMENT 2nd ADD107010i-M C, F` PROJECT No. COMM.r`-;;AGAN1s MlNNESO'-'--f'A NO. 49414 BONESTROO, ROSENE, AN®ERLIK & ASSOCIATES, INC. ENGINEERS & ARCHITECTS ST. PAUL, MINNESOTA Bonestroo, Rosene, Anderlik & Associates, Inca Otto G. Bonestroo, P.E. Glenn R. Cook. P.E. Robert W. Rosene, P.E. Keith A. Gordon. P.E. G Joseph C. Anderlik, P.E. Thomas E. Noyes, P. E'. Branford A. Lemberg, P.E. Rirhurd W. Foster, P.E. Turner, P.E. Robert G. Schunirht, P.E. 2335 W. Trunk Highway 36 Engineers & Architects James C. Olson, P.E. Marvin L. Survala, P.E. St. Paul, MN 55113 P.E. Donald C. Bur8orBourdon. Jerry A. Bourdon, P.E. 612.636.4600 Mark A. Hanson, P.E. June 16, 1987 Ted Field, P.E. Michael T. Kaufmann, P.E. Robert R. Pf iferle, P.E. Honorable Mayor and Council y David 0. Loskota, P.E. City of Eagan Thomas W. Peterson, P.E. Michael C. Lynch, P.E. 3830 Pilot Knob Road Karen L. Willis, P.E. James R. Maland, P.E. Eagan, MN 55122 Kenneth P. Anderson, P.E. Keith A. Bachmann, P.E. Mark R. Ro(fs, P.E. Re: Dallas Development 2nd Addition Robert C. Russek, A.LA. (Kennebec Drive) Thomas oungu Srort L. YYng, P..E.E. Young. Utility and Street Improvements Charles A. Erickson Projee c t No . ct 495 Leo M. Pawelsky Harlan M. Olson File No. 49414 Susan M. £berlin Dear Mayor and Council: Transmitted herewith is our report for Dallas Development 2nd Addition (Kenne— bec Drive) report covers water main, storm sewer and street improvements and includes a preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, BONEST 00, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark A. Hanson MAH:li 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 tV State o Minnesota. Mark A. Hanson Date: June 16, 1987 Reg. No. 14260 Approved by:t 420 ---- Department Department of Public Works Date: �p Z Z 7 4507e 5V SCOPE: This project provides for the construction of water main, storm sewer, and street to serve Dallas Development 2nd Addition. Dallas Development 2nd Addition includes 13.68 acres of commercial property located in the northeast quadrant of S.T.H. No. 13 and Silver Bell Road. The proposed development in- cludes 3 buildings of commercial/office type use. FEASIBILITY AND RECOMMENDATION: The project is feasible from an engineering standpoint and is in accordance with the Master Utility and Street Plan for the City of Eagan. The project as outlined herein can beat be carried out as one contract. DISCUSSION: Water Main - Water main to serve Dallas Development 2nd Addition includes ex- tending the existing 8" main in Kennebec Drive southwesterly to Silver Bell Road and southerly in Silver Bell Road to S.T.H. No. 13. At S.T.H. No. 13 the 8" main will connect to an existing 16" trunk main. Also included are the re- quired number of valves and hydrants. This development is located in the low pressure zone and will experience residual and static pressures of 71 psi. Services - Two 6 inch water services and one 8 inch sanitary sewer service are proposed to serve this development. It is also proposed to serve the unplat- ted parcel located northerly of this development with one 8 inch sanitary sewer service. The location of the water main is proposed outside the street surface of Kennebec Drive to the north to allow maximum flexability for future water connections. Storm Sewer - Storm sewer to serve this development includes a lateral storm sewer system constructed in Kennebec Drive connecting to the existing storm sewer at Silver Bell Road. The storm sewer in Kennebec Drive will extend from an existing storm sewer at Seneca Road and Kennebec Drive. The existing storm sewer in Silver Bell Road was constructed by Mn/DOT as part of the reconstruc- Page 1. 4507e 5�5 tion of Silver Bell Road and includes a 30" RCP which discharges approximately 200' from Silver Bell Road. From the. discharge point, the present runoff is conveyed overland to the top of slope overlooking the Minnesota River and is carried through an eroded ravine to a backwater area of the Minnesota River. The backwater area then flows under a bridge tressel supporting the Chicago Northwestern Railroad. Due to the significant erosion which has occurred in the ravine area, it is proposed to extend the trunk storm sewer from the ex- isting storm sewer in Silver Bell Road through the eroded ravine discharging into the backwater area of the Minnesota River where it is anticipated no further erosion will occur. The trunk storm sewer would be designed to convey runoff from Dallas Development lst and 2nd Addition and Outlot 2 and 3 of Sil- ver Bell Addition. Due to the connection of Kennebec Drive to Silver Bell Road reconstruction of a portion of the existing storm sewer is required. Storm sewers range in size from 15" to 48" in diameter. Street - Street construction includes constructing Kennebec Drive from Seneca Road to Silver Bell Road. Kennebec Drive will be constructed 44' wide with concrete curb and gutter. It is also proposed to reconstruct existing Kenne- bec Drive at Seneca Road to create a 30 mph design speed and provide gentler curves from Cedar Industrial Park to Dallas Development 2nd Addition. In ad- dition, it is proposed to widen existing Silver Bell Road to 48' from 44' from Kennebec Drive to S.T.H. No. 13. The 48' width will provide 4 full traffic lanes between S.T.H. No. 13 and Kennebec Drive. The widening will result by removing the existing curbs on both sides of Silver Bell Road and patching be- tween the new curb and existing pavement to preserve the cross section and ex- isting pavement of Silver Bell Road. EASEMENTS: Permanent and temporary construction easements are required out- side the platting of Dallas Development 2nd Addition. The easements are re - Page 2. 4507e -' quired for the reconstruction of Kennebec Drive at Seneca Road and the exten- sion of trunk storm sewer from Kennebec Drive to the backwater area of the , Minnesota River. Listed below are the parcels which easements are required and the approximate area of easement. Parcel Permanent Temporary Description Easement Easement CEDAR INDUSTRIAL PARK Block 1, Lot 2 (021-01) 0.04 ac. --- Block 3, Lot 1 (012-03) 0.08 ac. --- SILVER BELL ADDITION Outlot 2 0.2 ac. 0.6 ac. Outlot 3 0.2 ac. 0.6 ac. SE 1/4, SECTION 18 Parcel 011-76 0.3 ac. 1.4 ac. AREA TO BE INCLUDED ASSESSMENT AND CONSTRUCTION AREA SE 1/4, SECTION 18 Parcel 011-75 (Dallas Development 2nd Addition) Parcel 011-76 (Included for construction purposes only) SILVER BELL ADDITION Outlot 2 and 3 DALLAS DEVELOPMENT IST ADDITION Lot 1, Block 1 CEDAR INDUSTRIAL PARK Block 1, Lot 2 (021-01) Block 3, Lot 1 (012-03) Page 3. 4507e /7 COST ESTIMATES: Detailed cost estimates are presented in Appendix A located at the back of this report. A summary of these costs is as follows: Water Main $ 70,040 Services 7,490 Storm Sewer 241,480 Street - Reconstruction @ Seneca Rd. 35,350 Silver Bell Rd. Widening 27,590 Kennebec Drive 154,110 TOTAL $536,060 The total estimated project cost is $536,060 which includes contingencies and all related overhead. Overhead costa are estimated at 25% and include legal, engineering, administration, and bond interest. ASSESSMENTS: Assessments are proposed to be levied against the benefited property. A preliminary assessment roll is included at the back of this re- port in Appendix B. All lateral costs will be revised based on final costs. The assessments will be spread over 15 years at an interest rate based upon the bond sale financing this project. WATER MAIN: Water main is proposed to be assessed on a front foot basis to the abutting property it serves as shown on the attached drawing. Trunk area water main was previously assessed under Project No. 86 at the commercial rates for this benefited area. SERVICES: Services are proposed to be assessed based on the cost of the ser- vice to the abutting property it serves. STORM SEWER: Storm sewer is separated into lateral and trunk. Trunk storm sewer is considered the extension of storm sewer from the existing storm sewer in Silver Bell Road to the backwater area of the Minnesota River. All the re- maining storm sewer included in Kennebec Drive and the reconstruction of ex- isting storm sewer in Silver bell Road is considered lateral. Lateral storm Page 4. 4507e -Y sewer is proposed to be assessed on a front foot basis to the property abut- ting Kennebec drive between Cedar Industrial Park and Silver Bell Road. Trunk area storm sewer is proposed to be assessed to the area shown on the attached drawing. STREET: Street is separated into two types for assessment purposes. The re- constructin of Kennebec Drive at Seneca Road and the widening of Silver Bell Road is proposed to be assessed on a front foot basis to the abutting property along Kennebec Drive from the beginning of the reconstruction at Seneca Road to Silver Bell Road and along Silver Bell Road to S.T.H. No. 13. The con- struction of new Kennebec Drive is proposed to be assessed to the abutting property between Cedar Industrial Park and Silver Bell Road. All street costs are proposed to be assessed. TRUNK ASSESSMENT RATES: Storm Sewer Commercial/Industrial $0.079/sq.ft. Multi -Family $0.067/sq.ft. REVENUE: Revenue sources to cover the cost of this project are as follows: Pry ect Cost Revenue Balance WATER MAIN Lateral $ 70,040 Lateral Assessment $ 70,040 $ 701040 $ 701040 - 0 - SERVICES Lateral $ 73490 Lateral Assessment $ 7,490 $ 7,490 $ 7,490 - 0 - 4507e Page 5. e� STORM SEWER Lateral $108,230 Trunk 1331*250 Lateral Assessment Trunk Area Assessment $241,480 STREET Street $217,050 Street Assessment $217,050 The anticipated project deficit is $12,161. PROJECT SCHEDULE Present Feasibility Report Public Hearing Approve Plans and Specifications Open Bids/Award Contract Complete Construction Assessment Hearing First Payment Due with Real Estate Taxes Page 6. 4507e 6 0 $108,230 121,089 $229,319 -$12,161 $217,050 $217,050 - 0 - -$12,161 June 16, 1987 July 21, 1987 August/September, 1987 September/October, 1987 July, 1988 September, 1988 May, 1989 APPENDIX A PRELIMINARY COST ESTIMATE DALLAS DEVELOPMENT 2ND ADDITION (KENNEBEC DRIVE) UTILITY IMPROVEMENTS PROJECT NO. 495 A. WATER MAIN 2,350 Lin.ft. 8" DIP Water main in pl. @ $15.00/lin.ft. $ 35,250 80 Lin.ft. 6" DIP water main in pl. @ $13.00/lin.ft. 10040 5 Each Hydrant in pl. @ $1,000.00/lin.ft. 5,000 4 Each 8" Resilient wedge gate valve & box @ $400.00/ea. 1,600 4,000 Lbs. Fittings in pl."@ $1.50/lb. 6,000 2 Each Connect to existing plug @ $500.00/ea. 1,000 100 Cu.yds. Rock stabilization below pipe @ $10.00/cu.yd. 1,000 2,470 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 2,470 Total $ 53,360 +5% Contingency 2670 $ 56,030 +25% Legal, Engrng., Admin. & Bond Interest 14,010 TOTALWATER MAIN.......................9.......... $ 7031040 B. SERVICES 100 Lin.ft. 8" PVC Sanitary sewer service @ $20.00/lin.ft. $ 29000 1 Each Std. MH w/cstg. @ $1,500.00/ea. 1,500 100 Lin.ft. 6" DIP Water service @ $13.00/lin.ft. 1,300 2 Each 6" Resilient wedge gate valve & box @ $350.00/ea. 700 200 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 200 Total $ 5,700 +5Z Contingency 290 $ 5,990 +25X Legal, Engrng., Admin. & Bond Interest 1,500 TOTALSERVICES .................................... $ 7,490 Page 7. 4507e 61 C. STORM SEWER 1,210 Lin.ft. 48" RCP Storm sewer in pl. @ $72.00/lin.ft. $ 87,120 290 Lin.ft. 42" RCP Storm sewer in pl. @ $64.00/lin.ft. 18,560 270 Lin.ft. 36" RCP Storm sewer in pl. @ $44.00/lin.ft. 11,880 440 Lin.ft. 30" RCP Storm sewer in pl. @ $40.00/lin.ft. 17,600 50 Lin.ft. 24" RCP Storm sewer in pl. @ $32.00/lin.ft. 1,600 80 Lin.ft. 18" RCP Storm sewer in pl. @ $28.00/lin.ft. 21240 240 Lin.ft. 15" RCP Storm sewer in pl. @ $24.00/lin.ft. 5,760 340 Lin.ft. 12" RCP Storm sewer in pl. @ $20.00/lin.ft. 62800 3 Each Std. 6' diameter MH w/cstg. @ $2,500.00/ea. 7,500 6 Each Std. 4' diameter MH w/cstg. @ $1,000.00/ea. 6,000 7 Each .Std. CB w/cstg. @ $800.00/ea. 5,600 1 Each 48" RCP flared end w/trash guard @ $2,500.00/ea. 2,500 8 Cu.yds. Rip rap in pl. @ $50.00/cu.yd. 400 2 Each Connect to existing storm sewer @ $500.00/ea. 1,000 LUMP SUM Clear & grub trees @ $2,000.00/L.S. 2,000 3.0 Acre Seed w/fertilizer & mulch @ $1,500.00/ac. 4,500 2,920 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 2,920 Total $183,980 +5% Contingency 9,200 $193,180 +25% Legal, Engrng., Admin. & Bond Interest 48,300 TOTAL STORM SEWER .................................. $241,480 Page 8. 4507e 4 -Z-- D. STREET a.) Street Reconstruction @ Seneca Road 2,000 Sq.yds. Remove bituminous pavement @ $1.00/sq.yd. $ 2,000 800 Lin.ft. Remove concrete curb & gutter @ $2.00/lin.ft. 1,600 200 Cu.yds. Common excavation @ $8.00/cu.yd. 1,600 760 Ton Class 5 aggregate base @ $5.00/ton 3,800 340 Ton 2331 bituminous base course @ $11.00/ton 3,740 170 Ton 2341 Bituminous wear course @ $12.00/ton 2,040 30 Ton Bituminous material for mixture @ $16.00/ton 4,800 100 Gals. Bituminous material for tack coat @ $1.00/gal. $ 100 800 Lin.ft. B618 concrete curb & gutter @ $5.00/lin.ft. 4,000 3 Each Adjust MR and G.V. box @ $150.00/ea. $ 450 60 Sq.yds. Bituminous mixture for driveway @ $20.00/sq.yd. 1,200 800 Sq.yds. Sod w/topsoil @ $2.00/sq.yd. $ 1,600 Total $ 26,930 +5% Contingency 1,350 $ 28,280 +25% Legal, Engrng., Admin. & Bond Interest 7,070 TOTAL ............................................ $ 353350 b.) Silver Bell Road Widening 1,140 Lin.ft. Remove concrete curb @ $2.00/lin.ft. $ 2,280 190 Cu.yds. Common excavation @ $8.00/cu.yd. 1,520 280 Ton Class 5 aggregate base @ $8.00/ton 2,240 100 Ton Bituminous mixture for patch @ $50.00/ton 5,000 1,140 Lin.ft. B618 concrete curb & gutter @ $7.00/lin.ft. 7,980 2 Each Adjust C.B. structure @ $200.00/ea. 400 800 Sq.yds. Sod w/topsoil @ $2.00/sq.yd. 1,600 Total $ 21,020 +5% Contingency 1050 $ 22,070 +25X Legal, Engrng., Admin. & Bond Interest 5,520 TOTAL ............................................ $ 27,590 Page 9. 4507e 45 c.) Kennebec Drive 5,600 Cu.yds. Common excavation @ $3.00/cu.yd. $ 16,800 1,000 Cu.yds. Subgrade excavation @ $2.00/cu.yd. 2,000 6,100 Ton Class 5 aggregate base @ $5.00/ton 30,500 1,400 Ton 2331 Bituminous base course @ $11.00/ton 15,400 700 Ton 2341 Bituminous wear course @ $12.00/ton 8,400 120 Ton Bituminous material for mixture @ $160.00/ton 19,200 370 Gals. Bituminous material for tack coat @ $1.00/gal. 370 3,200 Lin.ft. B618 concrete curb & gutter @ $5.00/lin.ft. 163000 15 Each Adjust MH, CE and G.V. Box @ $150.00/ea. 2,250 3.0 Acres Seed w/mulch & fertilizer @ $1,500.00/ac. 4,500 200 Cu.yds. Topsoil borrow @ $10.00/cu.yd. 2,000 Total $117,420 +5X Contingency 5,870 $123,290 +25% Legal, Engrng., Admin. & Bond Interest 301820 TOTAL ............................................ $154,110 Page 10. 4507e �� APPENDIX B PRELIMINARY ASSESSMENT ROLL DALLAS DEVELOP.K&OT 2ND ADDITION (KENNEBEC DRIVE) UTILITY & STREET IMPROVEMENTS PROJECT NO. 495 A. WATER MAIN a.) Lateral Parcel No. of Assessable Total Total Description Cost/Service Footage Rate/F.F. Assessment SE 1/4 SECTION 18 Parcel 011-7 2 Water, 1 Sewer W -$1,445,S-$2,300 Parcel 011-75 1,850 $20.75 $ 38,392 (Dallas Development 2nd Addn.) Outlot 3 SILVER BELL ADDITION 2,300 TOTAL . .......................... Outlot 2 170 $20.75 $ 3,528 Outlot 3 1,355 20.75 28,120 31375 $ 70,040 B. SERVICES Parcel No. of Assessable Total Description Services Cost/Service Assessment SE 1/4, SECTION 18 Assessment SE 1/4, SECTION 18 Parcel 011-7 2 Water, 1 Sewer W -$1,445,S-$2,300 $ 51190 (Dallas Development 2nd Addn.) $38.18 $ 50,011 SILVER BELL ADDITION Development 2nd Addn.) Outlot 3 1 -Sewer S-$21300 2,300 TOTAL . .......................... Outlot $ 7,490 C. STORM SEWER a.) Lateral Parcel Assessable Total Description Footage Rate/F.F. Assessment SE 1/4, SECTION 18 Parcel 011-75 1,310 $38.18 $ 50,011 (Dallas Development 2nd Addn.) SILVER BELL ADDITION Outlot 2 170 $38.18 $ 6,490 Outlot 3 11355 38.18 51,729 2,835 $1080230 Page . 4507e ��6 t b.) Trunk Area Parcel Area Credit Assessable Assessment Total Description (s.f.) (s.f.) Area Rate Assesment SE 1/4, SECTION 18 Parcel 011-75 (Dallas Dev. 2nd Addn.) 595,900 --- 595,900 $0.079 $ 47,076 SILVER BELL ADDITION Outlot 2 52,270 --- 52,270 $0.067 3,502 Outlot 3 1,315,510 Street 20% 1,052,410 0.067 _70,511 TOTAL $121,089 D. STREET a.) Street Reconstruction (Seneca Road & Silver Bell Road) Parcel Assessable Total Description Footage _ Rate/F.F. Assessment SE 1/4, SECTION 18 Parcel 011-75 1,850 $13.97 $ 25,847 (Dallas Development 2nd Addn.) SILVER BELL ADDITION Outlot 2 170 $13.97 $ 2,375 Outlot 3 1,355 13.97 18,931 DALLAS DEVELOPMENT IST ADDITION Lot 1, Block 590 $13.97 $ 80243 CEDAR INDUSTRIAL PARK Block 1, Lot 2 021-01) 220 $13,97 $ 30074 Block 3, Lot 1 (012-03) 320 13.97 44 470 TOTAL ..................... 4,505 $ 62,940 b.) Kennebec Drive Parcel Assessable Total Description Footage Rate/F.F. Assessment SE 1/4, SECTION 18 Parcel 011-75 1,310 $54.36 $ 71,211 (Dallas Development 2nd Addn.) SILVER BELL ADDITION Outlot 2 170 $54.36 $ 9,241 Outlot 3 1,355 54.36 732658 2,835 $154,110 Page 12. 4507e SUMMARY PRELIMINARY ASSESSMENT ROLL DALLAS DEVELOPMENT 2ND ADDITION (KENNEBEC DRIVE) UTILITY AND STREET IMPROVEMENTS PROJECT N0. 495 Parcel Water Main Storm Sewer Street Total Dr!acr12tion Lateral Services Lateral Trunk Reconstr. Kennebec Assessment SE 1/4 SECTION 24 Parcel 011-75 (Dallas Dev. 2nd Addn. $38,392 $5,190 $ 50,011 $ 47,076 $25,847 $ 71,211 $237,727 SILVER BELL ADDITION Outlot 2 $ 3,528 $ 6,490 $ 3,502 $ 2,375 $ 9,241 $ 25,136 Outlot 3 28,120 2,300 51,729 700511 18,931 73,658 245,249 DALLAS DEVELOPMENT 18T ADDITION Lot 1, Block 1 CEDAR INDUSTRIAL PARK Block 1, Lot 2 $ 8,243 $ 8,243 (021-01) $ 38074 3,074 Block 3, Lot 1 (012-03) 4 470 4,477.0 $70.046 T7—,&-9-0- 1 8,230 $1210699 6 $194111,0 23,899 Page 13. 4507® e07 I C ' 0-77 0 rKum wAI GKmAIIY I RATE / F. F . •...... 3a.. r' Ex. 8" 91IR 'IVO N\ o ` p 2 T0. h O Wd 400'e0p' I I" scaN in 1o" O Q O DALLAS DEVELOPMENT 2nd ADDITION BONESTROO, ROSENE. ANDERUK ( K ENNEBEC DRIVE j & ASSOCIATES. INC. Engineers & Architects WATERMAIN St. Paul. Minnesota PROJECT No. 495pate: June, 1987 I. No. 1 EAGAN. MINNESOTA %g Comm. 49414 9 050 -79 050-79 7"o-79 110-79 TI-- Ex STO SEWER I DALL VELC DE Ist I P 0 O RAVINE 011-76 SEWER 0UTLOT 3 0, 021-04 01 ®x`00 N 0 god 40d stol. In tai o' 0 a q IRNA SEWER X. STORM SEWER 9.A�99. 999l9 DALLAS DEVELOPMENT 2nd ADDITION ®ONESTROO, ROSENE. ANDERUK K ENNEBEC DRIVE) & ASSOCIATES. INC. STORM: SEWER Engineers & Architects St. Paul. Minnesota PROJECT No. 496 II Date: June. 1987 EAOANr M19�NESOTA e� Comm. 40414 Fig. NO. 2 I 90- C% 70, -T8 0_ 41 050-7f ,�®+ 5 O,yor 1 010.'77 0 .e§1f O 79 110-78 h � 1� �O 011-76 ; 4 6 1 DALLAS EVELDPMENT la1 ADD. 013 -OS ---^ 021-01 ,091 wpb 1 •n 0 ,4 e 2 •a Os O 200' 400 Soots M W 0 BONESTROO. ROSENE. ANDERUK & ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: June, 1987 Comm. 494 14 Fig• 0 20d 400 Iwo ika In i DALLAS DEVELOPMENT 2nd ADDITION e KENNEBEC DRIVE � STREET PROJECT No. 408 EA(iAM. MINNESOTA SONESTROO, ROSENE, ANDERUK & ASSOCIATES, INC. Engineers & Architects St. Paul, Minnesota Date: June, 1987' Comm. 40414 19- Agenda Information Memo, July 21, 1987 PROJECT 506, PARRCLIFF 2ND ADDITION - STORM SEWER EXTENSION D. Project 506, Parkcliff 2nd Addition - (Storm Sewer Extension) --On June 16th, the Council received the Feasibility Report for the extension of storm sewer facilities within the Parkcliff 2nd Addition and scheduled formal public hearing to be held on July 21st. Enclosed on pages * through are copies of that Feasibility Report. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed under this project. The Public Works Director will present the information contained in this report and answer questions as they may arise. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/deny Project 506 (Parkcliff 2nd Addition - Storm Sewer Extension) and, if approved, authorize the preparation of detailed plans and specifications. *Special Note: The Feasibility Report for the Project was not available on Friday, but will be distributed with the Additional Information packet on Monday. 7)_ Agenda Information Memo, July 21, 1987 PROJECT 505, COUNTRY HOLLOW ADDITION (TRUNK UTILITIES E. Project 505, Country Hollow Addition (Trunk Utilities) --On June 16th, the Council received the Feasibility Report for the installation of trunk utilities necessary to service the Country Hollow Addition and schedule—public formal hearing for July 21st. Enclosed on pages through 5 � is a copy of that Feasibility Report. r All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed under this project. A consulting engineer will be discussing the details of this project and answer questions as they may arise. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/deny the Project 505 (Country Hollow Addition - Trunk Utilities). 13 REPORT TRUNK UTILITY IMPROVEMENTS m -10 Comm. No. 49424 BONESTROO, ROSENE, ANCERLIK St ASSOCIATES, INC. ENGINEERS & ARCHITECTS ST. PAUL, MINNESOTA �4 Bonestroo, Rosene, Anderlik & Associates, Inc. 2335 W. Trunk Highway 36 St. Paul, MN 55113 612-636.4600 June 12, 1987 Honorable Mayor and Council City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Country Hollow Trunk Utility Imprs. Project No. 505 File No. 49424 Dear Mayor and Council: Engineers & Architects Otto G. Boneslroo, P.E. Robert W. Rosene. P.E. Joseph C. Anderlik, P.E. Braa(Jard A. Lemberg. P.E Richard E. Turner, P.E. James C. Olson, P.E. Glenn R. Cook, P.E. Keith A. Gordon, P.E. Thawnus E. Now,. /"-'' Richard W. Foster, P.E. Robert G. Schunichr, Y.E. Marvin L. Survala, P.E. Donald C. Burgardr, P.E. Jerry A. Bourdon, P.E. Murk A. Hanson, P.E. Ted K. Field, P.E. Michael T. Rauimann, P.E. Ruben R. PJiyJerle, P.E. David O. Loskula, P.E. Thomas W. Peterson, Y.E. Michael C. Lynch. P.E. Karen L. Willis, P.£. James R. Maland, P.E. Kenneth P. Anderson, P.E. Keith A. Bachmann, P.E. Mark R. Rolfs, P.E. Robert C. Russek, A.I.A. Thomas E. Angus, P.E. Scott L. Young, P.E. Charles A. Erickson Leo M. Pawelsky Harlan M. Olson Susan M. Eberlin Transmitted herewith is our report for Country Hollow, Project No. 505. This report covers trunk sanitary sewer, water main and storm sewer and includes a preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, BONEST00, ROSE , ANDERLIK & ASSOCIATES, INC. Mark A. Hanson MAH:li 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 innesota. Mark A. Hanson Date: June 12, 1987 Reg. No. 14260 Approved by t.r's-7 A Department of Public Works Date:��- 4442e SCOPE: This project provides for the construction of trunk sanitary sewer, water main, and trunk storm sewer to serve Country [follow. Country Hollow is located north of Co. Rd. 30 and east of Dodd Road. Country Hollow is a resi- dential plat (approximately 45 acres) consisting of 99 lots. FEASIBILITY AND RECOMMENDATIONS: The project is feasible from an engineering standpoint and is in accordance with the Master Utility Plans for the City of Eagan with the exception of storm sewer. Modifications to the storm sewer plan include reducing the designated storage volume in Pond JP -26 (included in Country Hollow) by redistributing the storage volume more evenly throughout the drainage basin and increasing the required outflow from Pond JP -26. The project as outlined herein can best be carried out as one contract. DISCUSSION: Sanitary Sewer - Sanitary sewer to serve Country Hollow will be provided by the lift station and trunk sewer serving Eagan Hills Farms. The lift station and trunk sewer are to be constructed in Country Hollow as shown on the at- tached drawing, however, they will be constructed as part of Project No. 491A and 491C, Eagan Hills Farm Addition. Trunk sewer proposed as part of this project includes two 12" diameter trunk sewer extensions at the proper eleva- tions to serve property east, north, and south of Country Hollow as designated in the Comprehensive Sewer Policy Plan. It is assumed for purposes of this report all internal lateral sewers will be constructed privately by the devel- oper. Water Main - Water main does not exist in the immediate area to serve Country Hollow. Therefore, it is proposed to extend an 8" diameter water main easter- ly in Co. Rd. 30 from Dodd Road into Country Hollow as shown on the attached drawing. The 8" water main will connect to the 16" trunk main in Dodd Road which is located in the high pressure zone (elevation 1150). However, because Page 1. 4442e 76 Country Hollow is located in the intermediate pressure zone (elevation 1055), a pressure reducing station is required in Co. Rd. No. 30. In addition, due to the extreme low elevations in Country Hollow many of the homes are below elevation 860 which is the recommended cut-off elevation when individual pres- sure reduction valves are required. Therefore, all of the homes in Country Hollow will require pressure reduction valves. To provide proper looping of water mains in Country Hollow, it is proposed a 6" main be extended northerly from the north line of Country Hollow to the proposed 12" trunk main in Dodd Road along an anticipated street alignment. It is assumed for purposes of this report, all internal lateral mains will be constructed privately by the developer. Services - It is proposed to construct a 1" water service to each of the ex- isting homes abutting Co. Rd. 30 east of Dodd Road. Storm Sewer - Trunk storm sewer proposed herein provides for constructing an outlet for Pond JP -26 as designated in the Comprehensive Storm Sewer Plan. The outlet includes a submersible lift station and force main discharging into a proposed storm sewer in Dodd Road to be constructed as part of Project No. 491A, Eagan Hills Farm. In addition, it is proposed to construct a trunk storm sewer between Pond JP -26.1 and JP -26.2 and between Pond JP -26.2 and the east line of Country Hollow. An analysis was done to determine the required storage volume in Pond JP -26 as it relates to the development of Country Hol- low and the Comprehensive Storm Sewer Plan. Through this analysis, the stor- age volume of Pond JP -26 was reduced and redistributed south of Co. Rd. No. 30 in addition to increasing the outflow from Pond JP -26. Attached is a drawing that shows the additional ponding south of Co. Rd. No. 30 and the trunk storm sewer to be constructed as part of this project. Listed below are specific Page 2. 4442e 7 design considerations for each ponding area that have either been revised from the Comprehensive Storm Sewer Plan or added as designated ponding areas. C.P. Proposed C.P. Proposed Pond C.P.* Proposed C.P. Proposed Storage Storage Outflow Outflow Description NWL NWL HWL HWL (ac -ft) (ac -ft) (cfs) (cfs) Pond JP -25 817 817 824 824 24.0 22.6 N/A 1 Pond JP -26.1 N/A 800 N/A 818 N/A 46.8 N/A 4.7 Pond JP -26.2 N/A 802 N/A 818 N/A 16.2 N/A 32 Pond JP -26.3 N/A 816.8 N/A 824 N/A 8.5 N/A 67 Pond JP -26 806 N/A 824 N/A 186.7 N/A 1.5 N/A Pond JP -74 N/A 818.6 N/A 830 N/A 6.4 N/A 86 Pond JP -75 N/A 830 N/A 836 N/A 0.8 N/A 139 Pond JP -76 N/A 919 N/A 924 N/A 2.8 N/A 19 Pond JP -77 N/A 860.3 N/A 868 N/A 2.7 N/A 1 * C.P. - Comprehensive Plan Presently an existing CMP and RCP culvert exists beneath Co. Rd. No. 30 at the southwest corner of Country Hollow. This culvert conveys drainage from approximately 20 acres south of Co. Rd. No. 30 to Pond JP -26 in Country Hol- low. Therefore, it is proposed as part of this project to extend the existing culvert from Co. Rd. No. 30 to the edge of Pond JP -26.1. EASEMENTS: Permanent and temporary construction easements are required for construction of the water main and storm sewer force main between Country Hol- low and Dodd Road. The easements will be acquired from Parcel 013-80 and Par- cel 010-53. The easement acquisition for the storm sewer force main was ini- tiated as part of Project 491A Eagan Hills Farms. The easement for water main is required only from Parcel 013-80. Page 3. 4442e 0 AREA TO BE INCLUDED: ASSESSMENT AND CONSTRUCTION AREA SW 1/4 SECTION 24 Parcel 010-53 Parcel 010-59 Parcel 010-60 Parcel 020-60 SE 1/4 SECTION 24 Parcel 014-80 Parcel 013-80 Parcel 012-80 Parcel 010-75 NW 1/4, SECTION 25 Parcel 023-25 COST ESTIMATES: Detailed cost estimates are presented in Appendix A located at the back of this report. A summary of these costs is as follows: Sanitary Sewer $ 61,220 Water Main 883300 Services 11290 Storm Sewer 282,620 TOTAL $433,430 The total estimated project cost is $433,430 which includes contingencies and all related overhead. Overhead costs are estimated at 30% and include legal, engineering, administration, and bond interest. ASSESSMENTS: Assessments are proposed to be levied against the benefited property. A preliminary assessment roll is included at the back of this re- port in Appendix B. All lateral costs will be revised based on final costs. The assessments will be spread over 15 years at an interest rate based upon the financing bond sale. Page 4. 4442e �� SANITARY SEWER: It is proposed to assess trunk sanitary sewer at the lateral benefit from trunk rate as presented in the City of Eagan Fee Schedule. Trunk area sanitary sewer is proposed to be assessed to the area shown on the at- tached drawing. WATER MAIN: It is proposed to assess water main at the lateral benefit from trunk rate to those properties which abut the water main. It is also proposed to assess those properties their trunk area water main as shown on the at- tached drawing which have not been previously assessed. SERVICE: It is proposed to assess the total cost of services to the abutting property they serve. STORM SEWER: Storm sewer included herein is trunk. Therefore, it is proposed to assess those properties their trunk area storm sewer as shown on the at- tached drawing. The gravity trunk storm sewers interconnecting Ponds JP -26.1 to JP -26.2 and Pond JP -26.2 to the east line of Country Hollow do provide lat- eral benefit from the centerline of each street to Ponds JP -26.1 to JP -26.2. In addition the trunk storm sewer from Co. Rd. No. 30 to Pond JP -26.1 also provides lateral benefit from the centerline of the street to Pond JP -26.1. As a result, it is proposed to assess a 15" equivalent storm sewer to Country Hollow from the centerline of each street for those storm sewers discharging to Pond JP -26.1 and JP -26.2. TRUNK ASSESSMENTS Sanitary Sewer Lateral Benefit from Trunk $15.06/F.F. Trunk Area $1,300/acre Water Main Lateral Benefit from Trunk (Single Family) $12.47/F.F. Trunk Area (Residential) $1,250/acre n ----- Single Family $0.053/sq.ft. Page 5. 4442e p V REVENUE SOURCES: Revenue sources to cover the cost of this project are as follows: The anticipated combined trunk fund deficit is $21,024. Page 6. 4442e 91 Project Cost Revenue Balance Sanitary Sewer Trunk $61,220 Lateral Benefit from Trunk $26,204 Trunk Area 60,710_ $61,220 $863914 +$25,694 Water Main Trunk $88,300 Lateral Benefit from Trunk $37,921 Trunk Area 3,250 $88,300 $41,171 -$47,129 Services Lateral $ 1,290 Lateral Assessment $ 1,290 $ 1,290 $ 1,290 - 0 - Storm Sewer Trunk $282,620 Lateral Benefit from Trunk $ 260250 Trunk Area 256,781 $282,620 $283,031 +$ 411 TOTAL BALANCE -$21,024 The anticipated combined trunk fund deficit is $21,024. Page 6. 4442e 91 PROJECT SCHEDULE Present Feasibility Report Public Hearing Approve Plans and Specifications Open Bids/Award Contract Complete Construction Assessment Hearing First Payment Due with Real Estate Taxes Page 7. 4442e gk June 161, 1987 July 21, 1987 August, 1987 September, 1987 Spring, 1988 September, 1988 May, 1989 APPENDIX A PRELIMINARY COST ESTIMATE COUNTRY HOLLOW TRUNK UTILITY IMPROVEMENTS PROJECT NO. 505 A. SANITARY SEWER 950 Lin.ft. 12" RCP Sanitary sewer @ $32.00/lin.ft. 6 Each Std. MH w/cstg. @ $1,000.00/ea. 40 Lin.ft. MH depth greater than 8' dp. in pl. @ $70.00/lin.ft. 6 Each 12"x4" wye in pl. @ $100.00/ea. 20 Lin.ft. •4" riser pipe @ $15.00/lin.ft. 2 Each Connect to existing MH @ $400.00/ea. 300 Cu.yds. Rock stabilization below pipe @ $10.00/cu.yd. 950 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. Total +5% Contingencies +30% Legal, Engrng., Admin. & Bond Interest TOTAL SANITARY SEWER Page 8. 4442e g3 $ 30,400 6,000 2,800 600 300 800 3,000 950 $ 44,850 2,240 $ 47,090 14,130 $ 61,220 B. WATER MAIN 670 Lin.ft. 8" DIP Water main @ $16.00/lin.ft. $ 10,720 1,240 Lin.ft. 6" DIP Water main @ $14.00/lin.ft. 17,360 50 Lin.ft. Jack or auger 6" DIP water main @ $150.00/lin.ft. 7,500 1 Each Hydrant in pl. @ $1,000.00/ea. 11000 1 Each 8" Resilient wedge gate valve & box @ $450.00/ea. 450 3 Each 6" Resilient wedge gate valve & box @ $400.00/ea. 1,200 2,500 Lbs. Fittings @ $1.00/lb. 2,500 1 Each Pressure reducing station @ $15,000.00/ea. 15,000 1 Each Wet tap 8" DIP to existing 16" DIP @ $1,500.00/ea. 1,500 1 Each Connect 6" DIP to existing 6" plug @ $300.00/ea. 300 150 Sq.yds. Bituminous mixture for patching @ $15.00/sq.yd. 2,250 1.5 Acres Seed w/mulch & fertilzier @ $2,000.00/ac. 3,000 1,910 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 1,910 Total $ 64,690 +5% Contingencies 3,230 $ 67,920 +30% Legal, Engrng., Admin. & Bond Interest 20,380 TOTALWATER MAIN ................................. $ 883300 4442e Page 9. q� C. SERVICES 80 Lin.ft. 1" Water service in pl. @ $8.00/lin.ft. $ 640 2 Each 1" Curb stop & box @ $80.00/ea. 160 2 Each 1" Corporation stop & box @ $30.00/ea. 60 80 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 80 Total $ 940 +5% Contingencies 50 $ 990 +306 Legal, Engrng., Admin. & Bond Interest 300 TOTALSERVICES ..................................... $ 1,290 4442e Page 10. g D. STORM SEWER 220 Lin.ft. 42" RCP Storm sewer in pl. @ $80.00/lin.ft. $ 17,600 350 Lin.ft. 36" RCP Storm sewer in pl. @ $60.00/lin.ft. 21,000 160 Lin.ft. 33" RCP Storm sewer in pl. @ $42.00/lin.ft. 6,720 550 Lin.ft. 24" RCP Storm sewer in pl. @ $32.00/lin.ft. 17,600 5 Each Std. MR w/cstg. in pl. @ $1,500.00/ea. 7,500 1 Each 42" RCP flared end @ $2,000.00/ea. 21000 2 Each 36" RCP flared end @ $1,600.00/ea. 3,200 1 Each 24" RCP flared end @ $1,000.00/ea. 1,000 120 Lin.ft. 14" DIP inlet piping @ $26.00/lin.ft. 3,120 12620 Lin.ft. 12" DIP force main @ $22.00/lin.ft. 35,640 LUMP SUM Submersible lift station @ $80,000/L.S. 801000 50 Cu.yds. Rip rap @ $100.00/cu.yd. 5,000 1 Each Connect to existing MR @ $300.00/ea. 300 60 Sq.yds. Bituminous mixture for patch @ $15.00/sq.yd. 900 2.0 Acres Seed w/fertilizer & mulch @ $1,500.00/ac. 3,000 2,470 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 2,470 Total $207,050 +5% Contingencies 10 350 $217,400 +30% Legal, Engrng., Admin. & Bond Interest 65,220 TOTALSTORM SEWER................................. $2821620 444 2 e Page 11. T� APPENDIX B PRELIMINARY ASSESSMENT ROLL COUNTRY HOLLOW TRUNK UTILITY IMPROVEMENTS PROJECT NO. 505 A. SANITARY SEWER a.) Lateral Benefit from Trunk Parcel Assessable Description Footage SE 1/4, SECTION 24 Parcel 014-80 (Country Hollow) 1,740 F.F. b.) Trunk Area Rate/F.F. $15.06 Tn1-.1 $ 26,204 Parcel Area Credit Assessable Total Description (Ac.) (Ac.) Area Rate/Ac. Assessment SE 1/4, SECTION 24 Parcel 010-75 60.7 Pond 2.3 46.7 $1,300/Ac. $60,710 Street 20% B. WATER MAIN a.) Lateral Benefit from Trunk Parcel Description SE 1/4, SECTION 24 Parcel 014-80 (Country Hollow) Parcel 013-80 SW 1/4, SECTION 24 Parcel 020-60 NW 1/4, SECTION 25 Assessable Total Footage Rate/F.F. Assessment 800 F.F. $12.47 $ 9,976 1,620 F.F. 12.47 201201 317(1) $12.47 $ 31953 Parcel 023-25 304(1) $12.47 3,791 TOTAL ..................... $ 37,921 (1) Includes 150' for corner lot credit. 4442e Page 12. b.) Trunk Area Parcel Description SE 1/4, SECTION 24 Parcel 020-60 C. SERVICES Parcel Descri tion SE 1/4, SECTION 24 Parcel 020-60 NW 1/4, SECTION 25 Parcel 023-25 D. STORM SEWER a.) Lateral Area Credit Assessable Total (Ac.) (Ac.) Area Rate/Ac. Assessment 2.6 --- 2.6 $1,250 $ 3,250 No. of Total Services Cost/Service Assessment 1 $645 $ 645 1 $645 645 $1,290 630 Lin.ft. 15" RCP Storm sewer @ $22.00/lin.ft. $139860 3 Each Std. 4' dia. MH w/cstg. @ $1,000.00/ea. 3,000 3 Each 15" RCP flared end @ $400.00/ea. 1,200 1.0 Ac. Seed w/mulch & fertilizer @ $1,500.00/Ac. 1,500 630 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 630 Total $20,190 +30% Legal, Engrng., Admin. & Bond Interest 6,060 TOTALSTORM SEWER .................................. $263250 Parcel Total Description Assessme Parcel 014-80 (Country Hollow) $2610250 Page 13. 444 2e b.) Trunk Area Parcel 014-80 Area Credit Assessable Description (Country Hollow) (S.F.) (S.F.) Area (S.F.) SW 1/4, SECTION 24 865,000 Street 20% 6924000 0.053 Parcel 010-53 1411000 Large Lot 59,820 Parcel 010-59 371,310 Street 20% 297,050 Parcel 010-60 231,660 Street 20% 185,328 Parcel 020-60 1132250 Large Lot 49,200 SE 1/4, SECTION 24 Total Rate/S.F. Assessment $0.053 0.053 0.053 0.053 Parcel 014-80 1,949,640 Pond 78,400 1,496,990 $0.053 (Country Hollow) Street 20% Parcel 013-80 865,000 Street 20% 6924000 0.053 Parcel 012-80 56,620 Large Lot 29,460 0.053 Parcel 010-75 • 2,644,090 Pond 100,190 2,035,120 0.053 Street 20% TOTAL................ 4442e Page 14. 99 $ 3,170 15,743 9,822 2,608 $ 79,340 36,676 1,561 107,861 $256,781 SUMMARY PRELIMINARY ASSESSMENT ROLL COUNTRY HOLLOW TRUNK UTILITY IMPROVEMENTS PROJECT NO. 505 Parcel Sanitary Sewer Water Main Description Lateral Trunk Lateral Trunk $ 645 21608 SE 1/4, SECTION 24 Parcel 010-75 $60,710 Parcel 012-80 Parcel 013-80 $203201 Parcel 014-80 (Country Hollow) $26,204 9,976 SW 1/4 SECTION 24 Parcel 010-53 Parcel 010-59 Parcel 010-60 Parcel 020-60 31%953 $3,250 NW 1/4, SECTION 25 Parcel 023-25 3,791 $26,204 $60,710 $37,921 $3,250 Page 15. 4442e 9 b Ser- Storm Sewer Total Vices Lateral Trunk Assessment $107,861 $168,571 1,561 1,561 36,676 56,877 $16,280 79,340 131,800 3,170 32170 15,743 15,743 9,822 9,822 $ 645 21608 10,456 645 4,436 $1,290 $16,280 $256,781 $402,436 , • •r w •y Kr• � •N• COUNTRY HOLLOVI SANITARY SEWER PROJECT No. 505 EAGAN. MINNESOTA tz W ®ONESTROO. ROSENE. ANDERUK & ASSOCIATES. INC. Engineers & Architects St. Paul. Minnesota 9/ Date: JUNE,1987 Comm. 49424 F19• ��• 1 — -•............. � -- KII�i� COUNTRY HOLLOW TRUNK AREA ASSESSEMENTS SANITARY SEWER PROJECT No. 505 EAGAN, MINNESOTA i BONESTROO, ROSENE, ANDERUK & ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: JUNE,1987 Comm. 49424 Fig. No. 2 � VKi-YII 14AD = 1 - % Jims s d COUNTRY HOLLOW SONESTROO, ROSENE. ANDERUK & ASSOCIATES. INC. WATERMAIN Engineers do Architects St. Paul. Minnesota PROJECT No. 505 Date: JUNE,1987 EAGAN. MINNESOTA /3 Comm. 49424 Fig. No. 3 a�as b W a CIO -IS aS-t6 014-n C 14AD = 1 - % Jims s d COUNTRY HOLLOW SONESTROO, ROSENE. ANDERUK & ASSOCIATES. INC. WATERMAIN Engineers do Architects St. Paul. Minnesota PROJECT No. 505 Date: JUNE,1987 EAGAN. MINNESOTA /3 Comm. 49424 Fig. No. 3 � Y{ii-iY .9r. *out COUNTRY HOLLOW WATERMAIN PROJECT No. 505 EAGAN, MINNESOTA 11. b W Q ®ONESTROO, ROSENE. ANDERUK do ASSOCIATES, INC. Engineers do Architects St.. Paul. Minnesota Date: JUNE,1987 49424 Flog. No- 3 ASSESSE AREA • .M w ow •{1Y ■ 0"I COUNTRY HOLLOW TRUNK AREA ASSESSEMENT WATERMAIN PROJECT No. 505 EAGAN, MINNESOTA 10AD z I ',w a Z 80NESTR00, ROSENE. ANDERUK S & ASSOCIATES. INC. Engineers & Architects St.- Paul, Minnesota Date: JUNE 1987 Comm. 49424 �9• No. 4 012•ii 017-7i W Z Oli•7i WS•Ti I ON•7i ` C I 10AD z I ',w a Z 80NESTR00, ROSENE. ANDERUK S & ASSOCIATES. INC. Engineers & Architects St.- Paul, Minnesota Date: JUNE 1987 Comm. 49424 �9• No. 4 • w w.• •cra r •u� COUNTRY. HOLLOW STORM SEWER PROJECT No. 505 EAGAN, MINNESOTA Q 012.76 t V 017.76 Z 016. 015.7676 I I X14.76 ( O !6.3 , 2 1 �a 4 a D BONESTR00, ROSENE, ANDERUK & ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: JUNE,1987 Comm. 49424 FOS. NO. 010-61 0 ® O t:.. �: a .. :•s: ::i 0!a•7i 1y1 o1s•r� _ I ols-rs ' o I V 011-0I • •�', •' 1 :j o22-zi ROAD ®IFF �� 023-20 0 .Z 010-03 ITM021-25 Pun ul 021-j0 , 021-30 9 � 030-30 I on-oo 042-30 012-05 ' 10-06 i a 041-30 ,V Was a f"I COUNTRY HOLLOW BANESTR00. ROSENE, ANDERUK TRUNK AREA .ASSESSEMENTS & ASSOCIATES. INC. Engineers & Architects STORM. SEWER St. Paul. Minnesota PROJECT No. 505 / Data: JUNE 1987 EAGAN, MINNESOTA 90 Comm. 49424 Fig. No• 8 Agenda Information Memo, July 21, 1987 VACATE PUBLIC RIGHT-OF-WAY, CRESTRIDGE LANE (PARTIAL F. Vacate Public Right -of -Way, Crestridge Lane (Partial) --With the proposed development of the Pine Ridge Addition in the southwest corner of Crestridge Lane and Kolstad Road, the developer was required to proceed with the vacating of the excess right-of-way for Crestridge Lane along the northern boundaries of this development. On June 16th, Council received the developers petition and scheduled a formcll public hearing to be held on July 21st. Enclosed on page r ___ is a map and legal description showing the location of t1Ye excess right-of-way to be vacated. All notices have been published in the legal newspaper and sent to all potentially affected utilities. As of this date, the staff has not received any objections to this proposed vacation. ACTION TO BE CONSIDERED ON THIS and approve/deny the vacation right-of-way as described. q7 ITEM: To close public hearing of a portion of Crestridge Lane SURVEYOR'S CERTIFICATE WENDELL CARLSON -LOCATION-- SKETCHI —.040I .1 0 2 F, 0 00 ;7cc cc In < 30 38 2! ZI 01), 'N 110. a 330 30 a) in U. i r fn Z z 0 M It N j[p?600N to L4 cli 30 30 cm -J U 0 lea u.rr 0 (33 -,'M,,6Z,t?Zo00'N 00'NZ c U L i 0 cr 0 . " 20 F- X Z OZ U) < 0/ C) III a,<L). $ Z jr a 0 'U. GL'IU& -M,62,t,2,0 N — LL 0 (K 0 CL 30 1 38 GV08 ..,9 H j iiO!, —RIGHT-OF-WAY TO BE VACATED >1z r -q —4 >1 W 4J �4 �: 4J M tn 0 0 1 rO H 9 44 .H -p 0 z 0 41 41 -H 0 -,1 4 La p 0 ra -Htp (V U ro r. N x LH rZ: 4-3 W 0 -H % (n r� z (V 4J 0 P 4J H >4 M W E-1 04 M H Q) M -p 4j -p Q p C) 44 0 rZi 4 0 r: U) >4 U) 44 44 9 -1 -W 0 0 H p -H W 4J �4 Ga4J rO (D H U) to 9:: U P E -q Q) (0 4-4 W = 3 41 UH ra C) U) ro (a C) it N 0 0 — Q) M (0 P4 114 0 tr M % ra E-1 U 4 r, ro 0Z --M 6_2 b�A N Lo -P -r9q 0 4-) z W 0 91 9 -rq U) 01 W 0 H > z z H lb N 0 a) 9 b 0 1 D aH 0 OR U 4 M H X 44 ZZ OU --.- - E-4 9 P4 U 0 P., >1z r -q —4 >1 W 4J �4 �: 4J M tn 0 0 1 rO H 9 44 .H -p 0 z 0 41 41 -H 0 -,1 4 La p 0 ra -Htp (V U ro r. N x LH rZ: 4-3 W 0 -H % (n r� z (V 4J 0 P 4J H >4 M W E-1 04 M H Q) M -p 4j -p Q p C) 44 0 rZi 4 0 r: U) >4 U) 44 44 9 -1 -W 0 0 H p -H W 4J �4 Ga4J rO (D H U) to 9:: U P E -q Q) (0 4-4 W = 3 41 UH ra C) U) ro (a C) it N 0 0 — Q) M (0 P4 PROJECT NO. BOOK / PAGE JAMES R.—HILL, INC. 7058 Planners / Engineers / Surveyors FILE NO. 8200 Humboldt Avenue South FOLDER Bloohilngton, Mn. 55431 612-8E14-3029 tr M % ra U 4 r, ro 0Z Lo -P -r9q 0 4-) W 0 91 9 -rq U) Q 0 H U) E--' r-: 0 N 0 a) 9 0 1-4 4-) OR U 4 M H X 44 w -a-- --.- - E-4 9 P4 U 0 r Ui 00 0 100 200 300 PROJECT NO. BOOK / PAGE JAMES R.—HILL, INC. 7058 Planners / Engineers / Surveyors FILE NO. 8200 Humboldt Avenue South FOLDER Bloohilngton, Mn. 55431 612-8E14-3029 Agenda Information Memo, July 21, 1987 +OLD-►BUSTNESS DISCUSSION REGARDING GENERAL DEVELOPMENT IN LEXINGTON SQUARE ADDITION A. Discussion Regarding General Development in Lexington Square Addition --Mr. Roger Hughes who resides at 1026 Savannah Road has contacted the City and expressed a concern about the misrepresentation that is occurring in his development by the developer and builders who are constructing smaller homes on the remaining lot inventory. Mr. Hughes is claiming that several property owners were told that subdivisions would be developed with an average house price of $125,000 and up and consequently, Mr. Hughes and other property owners constructed homes that were valued at that price range. The City Administrator has explained to Mr. Hughes that there is little the City can do regarding free enterprise, especially when no conditions were placed on the Lexington Square Development requiring certain household valuations or other related criteria. Mr. Hughes was encouraged to speak with the developer, review any restrictive covenants and other avenues on a private basis. Mr. Hughes, like some of his neighbors are extremely frustrated with the type of development that is occurring and would like to voice their opinion and raise some issues before the City Council. A copy of a letter from Mr. Hughes is enclosed on pages _�ff& through 477�5 for your review. Mr. Hughes has also raised an issue regarding the special tax exempt financing program that was offered to first time homeowners and has raised a question as to whether the correct amount of bond proceeds have been allocated to certain builders. Administrative Assistant Hohenstein has researched this item and enclosed on page _.. � C is a copy of a memo addressing this issue. In summary, there is little legislatively the City Council can do regarding many of the issues that were raised by Mr. Hughes. However, Mr. Hughes is entitled to a discussion and the City Council may want to direct a letter to the developer to encourage that any further sales and development of the Lexington Square subdivision conform with the type of development that was originally marketed. ACTION TO BE CONSIDERED ON THIS ITEM: To provide any direction to the City Administrator that is pertinent to the issues raised by Mr. Hughes. June .23, 1987 Mr. Thomas Hedges City Administrator 3830 Pilot Knob Rd. P.O. Box 21199 Eagan, MN 55122 Dear Mr. Hedges; As a follow-up to our previous conversations I am writing this letter to formally request the city to look into a matter which is becomming of increasing concern to my self and other residents of Lexington Square Development. I currently reside in that development at 1026 Savannah Rd. Over the past several months, basically this spring, I have noticed that there has been an inordinate number of small homes that have been or are being built in the development. As an example the block of Savannah Rd. which ends at Danbury had about 12-14 empty lots when I built my home. There were about 5-7 existing homes on the block when I started to build. There was not a two bedroom home on the street that I can recall. Most were two story homes or large 3 bedroom split-level homes. Since completion of my home there have been around 12 other -homes started on the available lots. Not one has been a two story with the exception of a 3 bedroom model current under construction by Metro Custom Homes at the opposite end of the block. Of the ones being built or built 8-10 have been of the two bedroom variety; usually split -entry. The main builder of these homes has been Marvin George of Princton although Zachman, Metro, and Rottlund, and College City have also .built smaller homes on the street. A walking tour down Savannah and on the other streets where construction is taking place indicates _a similar pattern of small homes being built. There are a couple of things that have -happened that I feel may have caused this. First Meritor Development has had a number of builders come and go. The latest two Marvin George and Zachman are defintely building the smallest homes in the development. The other previous builders that were there in order to meet this new cheap competition have down sized their homes. The two most notable have been College City and Rottlund. In addition Meritor sales people are now handeling the sales for nearly all the builders. I believe that Metro and Rottlund are the only two with their own sales force. During the spring rates were low and sales were hot and as a result Meritor's sales force showed little regard for the moderate and larger homeowners and as a result we and the city are going to suffer. I don't need to tell you that cheaper two bedroom homes don't provide the taxes or the families that the city,I would think,desires. q(�R I amgenerallytolerant but this current pattern has to stop. Therefore I am asking the city of Eagan to look into this matter and and take what ever actions they have at there disposal to insure that there is a fair mix of housing in the remainder of the development. Specifically I request that: 1. The city investigate all agreements to see if there has been any violation of any covenants, agreements or understandings. 2. Review all zoning and planning requirements to insure compliano-e.by the developer and builders. n 3. Investigate the background of the builders, especially the new ones, to insure that only reputable builders are being allowed to build in the development. 4. Inform the developer and builders of citizen concern and request formal written response. 5. Seek written agreement from the developer and builders as to the size and type homes to be built in the remainder of the development. 6. Convey in writing to myself and the other homeowners of Lexington Square the findings. 7. Inform the city council of the concerns. Some of the things that attracted us to the development was the idea that the development had great location with the schools and city offices so close by and that there would be homes of comparable value. The sales staff of the builders (and I spoke to nearly all of them) readily promoted the notion that the homes would be the larger family type. In this regard I feel decieved. I do appreciate the attention you have already shown to this matter. I look foreward to hearing fromyou. I would like to invite you and the city council to take a walking tour of the development with me so you all can see and hear for yourself first hand what is happening in the development. Sincerely, Roger M. Hughes 1026 Savannah Rd. Eagan, MN 55122 ph 688-0015 y �� MEMO TO: CITY ADMINISTRATOR HEDGES FROM: ADMINISTRATIVE ASSISTANT HOHENSTEIN DATE: JULY 16, 1967 SUBJECT: LEXINGTON SQUARE ISSUE — ROGER HUGHES I reviewed the correspondence in this matter and I am attaching information for Mr. Hughes' consideration in this regard. Attached you will find copies of Articles of Incorporation and/or bylaws for three different developments. It should be pointed out that these are for attached housing developments. I am unable to locate at the present time any association documents for single family detached developments. With respect to Mr. Hughes' concerns, I spoke to Carri Erickson of the Dakota County Housing and Redevelopment Authority. She indicates that First Interstate Mortgage is the party responsible for monitoring the compliance with the percentage requirements in the First Time Homebuyer and Point Write Down programs. The criteria for both are essentially the same. With regard to Mr. Hughes' concern, the standard that no more than 25% of the monies in the program may be used to acquire mortgage loans made to finance newly constructed residences sold or constructed by any one builder is a part of the program documents. Currently, First Interstate Mortgage indicates that no builder meets or exceeds the 25% level. However, because of the concerns raised, First Interstate Mortgage is on notice to more closely monitor this issue so that timely notice may be provided if any thresholds are approached. The criteria relative to the percentage which may be an any one subdivision was inadvertently omitted from the documents. However, Ms. Erickson said she has plotted the loans which were distributed to date and they are spread throughout the City. Therefore, that threshold is also not exceeded. To rectify the omission, Ms. Erickson will contact First Interstate Mortgage and Miller and Schroeder to discuss documentation and implementation of the standard. If you have any further questions in this regard, please let me know. Ad tj nistrat6vNeA�As sistant Attachments JDH/jeh ��C_ Agenda Information Memo, July 21, 1987 FINAL ASSESSMENT ROLL/LEXINGTON SOUTH ASSOCIATES B. Receive Final Assessment Roll/Order Public Hearing for Wedgewood Addition Lexington South Associates Agreement --Several months ago while conducting an assessment search, the Finance Department learned that certain assessment obligations related to the development of Wedgewood Addition were not respread to the Lexington South P.U.D. The amount of assessments that should have been distributed in 1983 were $63,251. The City has brought the matter to the attention of Mr. Jim Curry, former owner of Lexington South and Tri -Land Properties who is the current owner of property that would be impacted by the respread of assessments. These individuals are not in agreement with the respread. It is the opinion of the City Administrator and Director of Finance that the City should authorize the respread of assessments recognizing that the $63,251.81 assessment to be an obligation of Lexington South, despite the error in 1983 when the assessments were not certified. For additional information on this item, refer to a memq prepared by the Director of Finance found on pages through /. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny proceeding with a public hearing to be scheduled for August 18 at which time the assessments would be considered for certification against the Lexington South P.U.D. for certain improvements to Wilderness Run Road that were made at the time Wedgewood Addition was approved in 1980. rad MEMO TO: CITY ADMINISTRATOR HEDGES FROM: FINANCE DIRECTOR/CITY CLERK VANOVERBEKE DATE: JULY 13, 1987 SUBJECT: WEDGEWOOD-LEXINGTON SOUTH ASSOCIATES ASSESSMENT AGREEMENT In early 1987 while conducting some assessment research, the City discovered the above -referenced agreement which had been entered into in 1980. The agreement stated generally that certain assess- ment obligations related to the development of Wedgewood Addition resulting from improvements to Wilderness Run Road would be re - spread to other property at a later date. Unfortunately, when the balance of the assessments were certified in 1983, the agreement was overlooked, consequently, there is $63,251.81 which has not been properly assessed. To this point we have discussed the situation with Jim Curry who has sold the property to Tri -Land Partnership of Eagan and representatives of First Bank to which title of some of the property is being returned. First Bank is returning title to HUD. Given the fact that the only response we are getting from each of these parties is to assess someone else or to forget it, I am recommending that the terms of the agreement be complied with at this time and that the assessments be certified against the property owners of record. There are two problems with this approach that the City Council should be aware of and they are as follows: 1. We cannot show benefit to the property currently being proposed to be assessed. The benefit was to the other property and we are simply trying to assess per previous agreement. 2. The property owners who entered into the agreement have sold the land, consequently, we are attempting to assess the purchasers of the land per the terms of an agreement which was not recorded. If the assessments were appealed, which appears quite likely, the City's position would have to be that the problem is between the buyer and seller and they should negotiate a settlement. Given the precarious nature of the City's position, especially with the unrecorded agreement, it may be necessary for the City to also participate in the negotiations and forego a portion of the proposed assessments. I do not believe we can get anyone to negotiate, however, until we levy the assessments. From the City's perspective, anything we can collect is better than what we have now and will remain better as long as it's greater than what we have to spend to collect it. /Q/ STAFF MEMO JULY 13, 1987 PAGE TWO Attached is a map and proposed assessment role. Please let me know if you would like any additional information. r1 Fina`i Director/City Clerk cc: City Attorney Hauge Attachments EJV/kf It'll OM& 31 .01 - VAT&M j Do"a 57164 -A m Is I'V*E N"U' E N nN IN - iy r W. 0 8k N t I £32i !LU.L 'LZ -313S VA -3N • wc wna W a O 14 E-) 2 w In w La 0 w O Q4 0 a P4 4J N I 04 a a a a a a a -r.4 •r1 •r1 •r1 •rl •r1 •ri •r -I 4J x x s~ U) Ul U) U) U) N U1 U) 0 -P -P -P 4J 4J -P -P 4J ri p }-I la p p l4 �-1 S 4 > 04 a s~ w � w s~ a l~ w l~ P4 04 Z a m ra ul ro� ro� ro tp ra� ro a+ ro tp >~ rd z rd z rd ): ro z rd I~ rd I~ rd ):: rd W cc W ra w ro w r0 W ro w ra w N W � aw aw aw a� aw a� aw aw i~ rq 0 H 0 rq 0 -11 0 r1 0 H 0 ri 0 H 0 H E-4 E-1 E -1E-1 &qP H H O O d' r-1 r -I l0 ri M U) O r1 N II 4-) m N rs O m Ol l0 l0 M Ln II N O O 00 is m M m M l0 N II O l0 rl r II O1 rl 0 rn M d' N N r -I N m M II 0 —4 II r -I r -I l0 II rl C0 1 0 I 0 O � II I 04 a a a a a a a -r.4 •r1 •r1 •r1 •rl •r1 •ri •r -I 4J x x s~ U) Ul U) U) U) N U1 U) 0 -P -P -P 4J 4J -P -P 4J ri p }-I la p p l4 �-1 S 4 > 04 a s~ w � w s~ a l~ w l~ P4 04 Z a m ra ul ro� ro� ro tp ra� ro a+ ro tp >~ rd z rd z rd ): ro z rd I~ rd I~ rd ):: rd W cc W ra w ro w r0 W ro w ra w N W � aw aw aw a� aw a� aw aw i~ rq 0 H 0 rq 0 -11 0 r1 0 H 0 ri 0 H 0 H E-4 E-1 E -1E-1 &qP H H O O M LO Ol O O O O l0 O M II U1 N O d N O O O l0 rl r II O1 rl r -I N r -I rl r -I CD O o 0 0 II } 4 N LIl rl C0 1 0 I 0 O O 10 Ln II U N 0 o O O w -;r %D N N ri O II F:4 ri N N N N N N N N �• N O rl II I 04 a a a a a a a -r.4 •r1 •r1 •r1 •rl •r1 •ri •r -I 4J x x s~ U) Ul U) U) U) N U1 U) 0 -P -P -P 4J 4J -P -P 4J ri p }-I la p p l4 �-1 S 4 > 04 a s~ w � w s~ a l~ w l~ P4 04 Z a m ra ul ro� ro� ro tp ra� ro a+ ro tp >~ rd z rd z rd ): ro z rd I~ rd I~ rd ):: rd W cc W ra w ro w r0 W ro w ra w N W � aw aw aw a� aw a� aw aw i~ rq 0 H 0 rq 0 -11 0 r1 0 H 0 ri 0 H 0 H E-4 E-1 E -1E-1 &qP H H O O m ao r- l0 Ln O r -I O O N N N I N N M Cl) I 1 I I O O I N I r -I r i I O I O r- l0 l0 r1 r1 rl r -I N r -I rl r -I CD O o 0 0 0 0 0 0 I i I C) Ln I o I 0 1 0 I 0 I 0 1 0 0 0 0 0 0 0 0 o O O w -;r %D ko ko kD ko tlo t.0 ri N N N N N N N N �• N O O O O I O I O O I I I O O I O i O I O O O I O O rl r-1 r -I r-1 r i r1 r1 ri rl Agenda Information Memo, July 21, 1987 SITE PLAN REVIEW/THOMAS LAKE CENTER C. Site Plan Review for Thomas Lake Center --A specific condition of the preliminary plat approval for the Thomas Lake Center required that the developer represent to the Council plans illustrating how the roof top mechanical equipment would be screened.''., The.Planning Department was not satisfied with the site plan and did request separate site sections for the entire building. Upon review of all site sections, it appears the areas will . be adequately screened. The Planning Department is in agreement with the landscaping plan that was submitted. Enclosed are copies of the site section plan that was presented for review and consideration by the City, on pages Q The final .plat is listed under consent and it may be the desire of " the City Council to hold the final plat approval which is item I under Consent until after action is taken regarding this matter. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the H, rooftop mechanical equipment screening that is proposed by the°, :. developers of the Thomas Lake Center.. Also to approve or deny the final plat for Thomas Lake Center unless Fw, action is taken as a part of the Consent Agenda. l �• I row � 9 �Y .. �� ' h N� �}d ' '*., • t '.4. .. - 1 .J f�;. Nib Y ! ', � .. Z06 : tRe.. se THOMAS LAKE CENTER . N - ney ner&Assodates Fagan, Minnesota L=7� = I.--- - — Agenda Information Memo, July 21, 1987 FOUNDATION PERMIT FOR INDEPENDENT SCHOOL DISTRICT #196 D. Foundation Permit for Independent School District #196 -- Independent School District #196 is requesting a foundation permit to allow construction to commence on the Woodland Elementary School proposed for construction beginning late this summer on Wescott Road. According to our Engineering Department, the final plat will be finalized at either the August 4 or August 18 City Council meetings. Because of the complications with two governmental entities purchasing and platting the same parcel and a preferred land swap with an adjacent land owner by the City of Eagan, the final plat has been delayed which could create a hardship for the school district in meeting their time tables for the construction and completion of Woodland Elementary. For a copy of a letter from Mr. Jim Sheldon, legal co nsel for I//n��jjd99ependent School District #196, refer to pages /,OF through 7 ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a foundation permit for Independent School District #196 to proceed with Woodland Elementary School with the understanding that no further construction would occur until finalization of the final plat. 107 McMENOMY & SEVERSON EDWARD B. McMENOMY LARRY S.SEVERSON* JAMES F. SHELDON MICHAEL V. SOVIS JOHN E. VUKELICH TERENCE P. DURKIN BERNIE M. DUSICH MICHAEL G. DOUGHERTY *ALSO LICENSED IN IOWA **ALSO LICENSED IN WISCONSIN July 15, 1987 Mr. Thomas Hedges City Administrator City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Re: Our file #11R-02430 Dear Tom: A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW REPLY TO: 7300 WEST 147TH STREET P.O. BOX 24329 APPLE VALLEY, MINNESOTA 55124 (612) 432-3136 ❑ REPLY TO: 14450 SOUTH ROBERT TRAIL P.O. BOX E ROSEMOUNT, MINNESOTA 55068 (612) 423-1155 HAND DELIVERED REID J. HANSEN MICHAEL E. MOLENDA** JAMES C. LOFSTROM DENISE L. REUTER KEVIN P. CARROLL KEVIN W. DALY MICHAEL J. LUIKENS OF COUNSEL: HOWARD R. ALTON, JR. LEONARD F. BIERNAT I write as attorney for Independent School District No. 196 with respect to the construction of an elementary school serving the City of Eagan. The school will be constructed on the land which is jointly owned by the City and the school district on Wescott Road in the City of Eagan. It essential from the School District's perspective that the school be opened for operations by September, 1988. The contractor has a very tight time deadline and needs to begin work as quickly as possible. I want to thank you and your staff for your.assistance in reviewing this matter with representatives from the School District, the builder, the City Engineer's Office and myself. It is my understanding that we have been issued an Excavation Permit. However, we have not been able to receive a Building Permit since the land has not been finally platted. The land has not been finally platted because among other things, the finishing touches are being put on a land swap between the City and land owned by an adjacent developer. That land swap has been further complicated by a possible land swap between the adjacent developer and another adjacent developer. None of those matters, however, effect the building itself. After review, it appears that the most provident way to resolve this problem is for the City to issue the Footing Foundation Permit and to also allow the necessary utilities as part of the Footing Foundation Permit for the building. That would be sufficient to permit the contractor to begin the necessary excavation for the school building, school site and City park site. In addition, the contractor would be able to establish the foundation and utilities for the school building. M McMENOMY & SEVERSON A PROFESSIONAL ASSOCIATION ATTORNEYS AT LAW Page Two July 15, 1987 Mr. Thomas Hedges We are quite confident that all the necessary land swaps, final plats, development agreements and all other matters will be resolved in the very near future. Once again, we appreciate the cooperation of your staff and City Engineer's Office. Very truly yours, McMENOMY & SEVERSON, P.A. r Jam7 Sheldon J FSf pj k cc: Thomas Wilson /a9 Agenda Information Memo, July 21, 1987 GAMBLING LICENSE/CYSTIC FIBROSIS A. Gambling License/Cystic Fibrosis Foundation --The City has received a gambling application from the Cystic Fibrosis Foundation to allow pull -tabs at LaFonda's Restaurant. The application is in order and meets all requirements and conditions set forth in the City Ordinance. The Police Department has completed its investigation and finds the application to be in order. For a copy of the application and Police report, refer to a copy that is enclosed without page number. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a pull -tab gambling license for the Cystic Fibrosis Foundation to be used at LaFonda's Restaurant. //D Agenda Information Memo, July 21, 1987 PRELIMINARY PLAT/REZONING FOR MANOR LAKE ADDITION (REVISED) B. Rezoning for Manor Lake Addition (Revised) of Approximately 43.12 Acres from A to R-1 and a Preliminary Plat Consisting of 64 Lots --A public hearing was held before the Advisory Planning Commission at their last regular meeting held on June 23, 1987, to consider applications submitted by Middlemist Properties for a rezoning of approximately 43.12 acres from A to R-1 and a preliminary plat consisting of 64 lots entitled Manor Lake Addition. A Comprehensive Guide Plan designation is DII and; therefore,_ the rezoning is consistent. Action was taken by the APC to recommend approval of both the rezoning and preliminary plat applications. For additional information on this item, refer to the Plann ng and Y Engineering Department report found on pages % through. The Parks and Recreation Advisory Commission met on July 2, 1987, to review the proposed Manor Lake Addition development and is recommending a denial of the project due to the proposed parkland dedication which has been deemed inadequate by that commission. For background information and reasons why the parkland dedication as proposed by the developer is deemed inadequate by the APRC, refer to a copy of a memo prepared by the City's parkland l landscape architect, Steve Sullivan, found on pages Z2 through 1.;-6 . For a copy_ of the APC minutes on this item, refer to the enclosed e Pags) 2 4If Z . ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the rezoning from A to R-1 for Manor Lake Addition and preliminary plat entitled Manor Lake Addition as proposed or modified to satisfy parkland dedication requirements as presented by the Advisory Parks and Recreation Commission. An alternate motion might be considered to send the application back to the APRC and/or APC with a specific direction that certain park- land dedication requirements be satisfied before any further City Council consideration. CITY OF EAGAN SUBJECT: REZONING, PRELIMINARY PLAT (MANOR LAKE ADDITION) APPLICANT: MIDDLEMIST PROPERTIES LOCATION: NE 1/4 SECTION 36 EXISTING ZONING: A(AGRICULTURAL) DATE OF PUBLIC HEARING: JUNE 239 1987 DATE OF REPORT: JUNE 9, 1987 REPORTED BY: PLANNING & ENGINEERING DEPARTMENTS APPLICATION: Separate applications have been submitted by Middlemist Properties requesting a rezoning of 43.12 A(Agricultural) acres to an R-1 (single family) district and a Preliminary Plat for the, Manor Lake Addition. This plat consists of 64 lots abutting Cliff Road on the north and Highway #3 on the east. This plat is consistant with the City's January, 1987 Land Use Plan designating this area as P(Parks) and DII (0-6 units/acre). ZONING & CODE COMPLIANCE: The South Oaks subdivision and undeveloped agricultural land is on the north side of Cliff Road. The residents submitted a petition opposing the neighborhood business zoning with the previous proposal in late 1986. This new plan does not call for any commercial zoning. All other adjacent land use is agricultural. This plat has a gross density of 1.5 units/acre and a net density of 2.0 units/acre. All of the lots have minimum widths of 85' at the setback line and they range in size from 12,070 S.F. to 70,900 S.F. (including water). Most are in the 12-14,000 S.F. range. The previous plan designated 2.5 acres for parkland dedication that was not bisected by, any streets. When the land to the south develops, additional land would then be acquired creating the neighborhood park for that portion of the city. The proposed 2.1 acre dedication would be split from the undeveloped property to the south. This project is proposed to be built in 3 phases over 3 years with this area in the last phase. EXISTING CONDITIONS: The site is characterized with 5 - 10% slopes to a high plateau near the center of the site. A fairly uniform 20% slope (5:1) is on the eastern edge of the pond. All of those lots are at least 200' deep and should not pose any building problems. The soils are a sandy clay mixture and contain a large quantity of rocks. Significant vegetation is sparce. Twelve large 24" oaks are along the eastern edge of the water and should be preserved. Along the west side of the pond is a stand of mature willows. The remaining trees are mostly box elders and elms. GRADING, DRAINAGE, EROSION CONTROL: The grading plan shows substantial grading of the entire site. Although substantial grading is proposed for most of the site, the areas adjacent to the ponding area are intended to be left undisturbed. The development proposes to convey the runoff generated by the site into Pond LP -28. Pond LP -28 is designated as a ponding area in the City of Eagan Comprehensive Storm Sewer Guide and is designed to handle the runoff generated by this site. All outlets into Pond LP -28 shall be extended to the normal water level. Additional catch basins are required in the central portion of the site to adequately convey the runoff generated to the ponding area. The storm sewer system must be of sufficient capacity and depth to adequately handle the runoff generated by the southerly adjacent properties. The Manor Lake storm sewer system provides the necessary connection between Pond LP -26 to the south and LP -28 on the Manor Lake site. Pond LP -28 presently has an outlet. The pond designated as LP -26 in the southerly adjacent property does not have an outlet provided for at this time. No erosion and sediment control plan was submitted as a part of this application. UTILITIES: Trunk sanitary sewer of sufficient size, capacity and depth is available on the north side of Cliff Road at the extreme northwest corner of this development. It will be necessary to extend this trunk sanitary sewer along the north side of Cliff Road to the proposed street intersection, south through this development along the proposed internal streets to the south property line, then easterly to Trunk Highway #3 for future extensions at a later date. It will be necessary to have this trunk sanitary sewer facility ordered by Council action prior to final plat approval. A trunk water main will have to be extended from the intersection of Dodd Road and Cliff Road to provide service to this development. The trunk water main would have to extend through this development along the proposed internal street to the south property line'and then continue easterly to Trunk Highway #3. The trunk water main is necessary to provide the needed service to the southerly and easter- ly adjacent properties. It will be necessary to have this trunk water main facility ordered for installation by Council action prior to final plat approval. STREETS, ACCESS, CIRCULATION: Access to the proposed preliminary plat is readily available from Cliff Road and Trunk Highway #3. Dakota County will require a restricted access to be dedicated along the Cliff Road right-of-way except at the opening for East Greenleaf Drive and the existing drive on the westerly side of the proposed development. A review by MNDOT will also be required along Trunk Highway #3. The development proposes to provide the internal traffic circulation through the use of 60' wide rig tQf-way streets. EASEMENTS, RIGHT-OF-WAY, PERMITS: This development shall dedicate sufficient drainage and ponding easements necessary to incorporate a highwater elevation of 916.0 for Pond LP -28. The development proposes to dedicate the required 75 foot half right-of- way for Cliff Road. No unusual permit requirements are anticipated beyond the normal MPCA, MWCC and Department of Health review for sanitary sewer and water main extensions. The development will be responsible for obtaining the necessary County and State approvals for the proposed development. ASSESSMENTS: The assessment records indicate the City has levied the following trunk area assessments against this parcel. PROJECT # DESCRIPTION USAGE 326 Storm sewer trunk S.F. 326 Sanitary sewer trunk S.F. There are no pending assessments, but as a condition of final plat approval, the City will require the following additional assessments: PROJECT # DESCRIPTION USAGE -- Water area (1) S.F. -- Cliff Road -upgrade S.F. -- Cliff Road -storm sewer S.F. (1) Net area including internal streets RATE QUANTITY AMOUNT $1,250/acre 32.41 Ac. $40,512 $17.72/ff 1,047/ff 18,553 $10.39/ff 1,047/ff 10,878 TOTAL $69,943 s These assessments will be the responsibility of this development, based on the rates in effect at the time of the final plat approval. ' CONDITIONS: (MANOR LAKE ADDITION) 1) All standard platting conditions shall be adhered to. 2) The Advisory Parks and Recreation Commission shall review this plat for the land dedication requirements. 3) The Council shall authorize the installation of the trunk sanitary sewer, trunk water main, and trunk storm sewer facilities through this development prior to final plat approval. This development shall be required to dedicate the required drainage and ponding easements for Pond LP -28 to incorporate the 916.0 elevation. 4) The development shall dedicate the additional drainage and utility easements as required by the alignment and depth of any public utility located outside of public right-of-way. 5) This development shall be responsible for all pending and future assessments associated with the development of this subdivision relating to trunk area water, trunk area storm sewer, and future Cliff Road Street and trail improvements. 6) The septic tank system proposed for Lot 17, Block 5 shall be designed in accordance with the MPCA annual WPC40. An onsite inspection will be perfomed by City staff to insure proper installation. The well and septic system shall be abandoned when City utilities are extended to serve this area. t ((6 DAKOTA - oumry R-1 .iz U Hi rn II 6'i' ;"'g s -s " m .ic=YY"�oaa m Y� o g 5.: z y S p c := Ei•,: asi_g_ °a spm ! L l:�: S: a •! a7: b p n a+ o N S. '��: •; 1 off I �7T r ' i 9 T FIND D11. r-m,mu `.J o"/. uwaors o DEWAYNE C. OLSON/w."oC CONSULTING ENGINEERS INC.11-;'a'Kw 1611 HIGHWAY 10 N.E. MFLS., MN. 55432 7.1.(612) 780-1540 "w.:� : "•.°L _. r' -a.• ,_' [.a.>+ --- - _ - r- --- - -- ----i 4 OEWAYNE C. OLSON CONSULTING ENGINEERS INC. ^°•'w''�IYM d ^% 2 -_ --- ---- - - - 17- ---- - Idly HIGHWAY 10 N.E. MPLS.. MN. • Z . •s eunp 55O37 tel (&121780.134 �.! :'+kms C, <- 0 40 JP -50 964.0 LP -32 971.7 .879.0 884. LP --891-3 893.6 h----? 7— L/5 LP -45 CCJ 98 57..3 P-17 do LP -22 .904.0 LP -66 i - bb .. . .... ... 2 r7 -,LP -4 LS. -24 -L P 6 4Y 9 .90.7' 94 0 L P - 31 1 50.OAKS LP -67 918.5 LP -471 P-30926.9 Fr 7 4 908.0. 940.6 908.3 -29 916.0 �P 1 2.0 LP 65 C�- . . ......... Nj 915.0 91� -:Aj /V %L MANOR LAKE ESTATES SUBJECT PARCEL FIG. I city of eaganapproved: pate dard PUBLIC • STORM SEWER e WORKS 89 DEPARTMENT I MASTER PLAN LP -26 9202 7 923.6 /000 -j LP 27 922.0 -925.4 93025.0 ,3 Tw 9 >11 Z 23, 1; MANOR LAKE ESTATES SUBJECT PARCEL FIG. I city of eaganapproved: pate dard PUBLIC • STORM SEWER e WORKS 89 DEPARTMENT I MASTER PLAN I 47.6/53.0 197 rm 47.5/6, 0 50.6/66.0 198 88.4/99.0 QD 15)74.6/ F d7.0 city of eagan PUBLIC WORKS DEPARTME 78.7/91. rl M A. R () T Z"E 12" Ann 6d..9/74.0 192 ti R 23 W MANOR LAKE ESTATES SUBJECT PARCEL .... . .... . WATER MASTER PLAN N� a FIG. —*3 aPproved:- standard I Plate #: -- 93.7/104D.. Q 16 OVERHILL:-A Lk CAK 194 20-- ................. ............. . .......... ....... city of eagan PUBLIC WORKS DEPARTME 78.7/91. rl M A. R () T Z"E 12" Ann 6d..9/74.0 192 ti R 23 W MANOR LAKE ESTATES SUBJECT PARCEL .... . .... . WATER MASTER PLAN N� a FIG. —*3 aPproved:- standard I Plate #: -- O ark `��'.� .\�: - �� __--�� ,.♦ 1 1.1 • ,, �. 8 `�-_-yam-- �- " = - • 11I 1310.96 ; ;� -� -WI Cj)a ;' .g _� CD m � m •� TN`-�� �' ��,��` f' ���' �L�'�r� M �q�§� - ; 1 111 'I S c i� r r[tT 9 T T v, 1'! ^.''�� .I `�• _ .��� � ���� r i i'I •I pKOi`J1/ OR __J' I i i of ' co 1`I 1111 ; i ' � �` , �4,� i � � _ (_� 3~�• _ ���•. ��, � ,` ;�1 � ,`,�``'1 4 \ � -. V k CAIt ' `` J_ - �C( I I' 1�S ' I' Ii • l _ _ \ r� - /,�,a-rte 6R. `mac: � 1 pp ii 10 ZZ— tO Mi ,II 11 ,1 Y I CACT I . �1i •',1'1 r ------ -__-_—_— PRELIMINARY PLAT AS SOCIATES... .'ESTATES 71z EAGAN MN 55122 454-0266 MEMO TO: TOM HEDGES,'CITY ADMINISTRATOR FROM: STEVE SULLIVAN, LANDSCAPE ARCHITECT THROUGH: KELT VRAA DATE: JULY 10, 1987 RE: MANOR LAKE ADDITION COMMISSION ACTION The Advisory Parks & Recreation Commission at the July 2, 1987 meeting reviewed the Manor Lake Addition Development proposal in regards to parks dedication and recommended the following to the City Council: * Denial of the proposal due to inadequate parkland dedication. RAMMOT m The Commission had on November 10, 1986 reviewed the parkland dedication requirements for this parcel as proposed by Manor Lake Estates Preliminary Plat. The development proposal provided 2.9 acres for park and allowed for approximately 1.1 acres of parkland expansion with the development of the adjacent southern parcel. The Commission felt that a 4 acre park could provide adequate area for parkland development for the small park service area. PARKS DEDICATION/DEVELOPMENT REVIEW The Commission felt that the current proposal providing 2.1 acres for parkland dedication did not allow for the necessary facilities for parkland development. Approximately .5 acres of the proposed 2.1 acres is lake and steep slopes. The flat area to the south is not @ a dimension allowing for a 200' x 200' minimum open play area. The Commission stated that the southern roadway did not allow for expansion for the park as the previous development proposal. Besides inadequate park area, the closeness of the roadways provided no "safety zone" to the open play activities. The Commission felt that the proposed sewer line which is to run east/west across the park places constraints on the development potential. Utility easements typically restrict the location of structural facilities such as playgrounds. The depth of the storm sewer may also influence the grading potential for the park. /y� MEMO TO TOM HEDGES JULY 10, 1987 PAGE TWO SUMMARY In overview, the Commission felt that the Park Service District needs approximately a 4 acre park to provide adequate park facilities. The current request based on a 10% parks dedication would require 4.31 acres for parkland. The proposal provides less than 50% of what is required and needed. It does not allow for future expansion. The location of the park by the storm sewer places additional restraints for parkland development. The proposal does not provide parkland which can meet the needs and standards of the City of Eagan. I,.l scappee; rchitect/Park Planner KKVV/SSIa(f 124 APC Minutes June 23, 1987 9. Any relocated pine trees shall be replaced if lost within one year of moving the same. It was noted that the developer had agreed to the 9th condition. All voted in favor. This item is also to be scheduled for the July 7, 1987 council meeting. MANOR';"LARE ADDITION - REZONING.& PRELIMINARY PLAT Chairman Hall then convened the public hearing in regard to the separate applications of -Middlemist Properties requesting the rezoning of 43.12 Agricultural acres to R-1 single family district and a preliminary plat for the Manor Lake Addition. This plat consists of 64 lots abutting Cliff Road on the north and Highway #3 on the east. Dale Runkle described the proposal which is consistent with the City's January 1987 Land Use Plan and had deleted any request for Commercial zoning from previous application. He also indicated that the Park Department would be reviewing this plat on July 2, 1987. Mr. Robert Middlemist was present and expressed the desire to hold off on the construction of the street south of the proposed park land until sales of the first three phases mandated such construction. He also requested a temporary septic system in conjunction with the building permit for construction of a single family home on the oversized lot in the northwest with a 16 foot cartway access to Cliff Road. In response to his concerns in regard to assessments for the construction of a turn lane on Cliff Road where it accesses Highway #3, Mr. Colbert advised that only a residential equivalent rate would apply for assessments. A homeowner to the north expressed concern as to the values of6_­1..,., the homes which the developer indicated would be $9&,000.00 to = $200,000.00. Mr. Colbert responded that water levels in the pond were controlled. He also indicated that some trunk water and sewer assessments may be incurred by property owners to the north, as a result of construction to facilitate this development. Mr. Roger Weierke, 630 Cliff Road, expressed concern as to the ability to obtain access to the 16 foot cartway, in addition to the installation of water service. Mr. Colbert explained that .the proposed plat included -an exception along the west side between parcels to the north and south, which were included in the plat. It appeared that Outlot A was being proposed so that if the exception was incorporated into the plat, the proper size lots could be developed. It was also noted that the northwesterly parcel was to be eventually replatted into three individual single family lots. /z/ 4 APC Minutes June 23, 1987 Harrison moved, Gustafson seconded the motion to recommend approval of the rezoning from A (Agricultural) to R-1 (Single Family). All voted yes. Harrison moved, Gustafson seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. All standard platting conditions shall be adhered ,to. 2. The Advisory Parks and Recreation Commission shall review this plat for the land dedication requirements. 3. The Council shall authorize the installation of the trunk sanitary sewer, trunk water main, and trunk storm sewer facilities through this development prior to final plat approval. This development shall be required to dedicate the required drainage and ponding easements for Pond LP -28 to incorporate the 916.0 elevation. .4. The development shall dedicate the additional drainage and utility easements as required by the alignment and depth of any public utility located outside of public right-of-way. 5. This development shall be responsible for all pending and future assessments associated with the development of this subdivision relating to trunk area water, trunk area storm sewer, and future Cliff Road Street and trail improvements. 6. The proposed Lot 17, Block 5, and the two lots in the most southwesterly portion shall remain as Outlots. 7. The developer shall save as many trees as possible. All voted aye. EAGAN ROYALE ADDITION - REZONING & PRELIMINARY PLAT The next public hearing called by Chairman Hall was in regard to the application of Meritor Development Corporation for rezoning of 47 acres to R-1 and a preliminary plat consisting of 72 lots and a 1.1 acre Outlot. City Planner Dale Runkle advised that the plat was consistent with the Eagan Land Use Plan and that on April 30, 1987, the Advisory Planning Commission had approved a preliminary plat previously proposed by Developers Construction. Mr. Larry Frank, on behalf of Meritor Development Corporation, advised that the revised plat greatly reduced the amount of damage to vegetation and natural topography. He also advised that the plat was being developed in conjunction with the Briar Oaks plat directly south in Apple Valley. He advised that the minimum value of homes in the area were anticipated to be $200,000.00. The proposed outlot would be for the future development of two lots along the cul-de-sac in conjunction with the neighboring landowner to the north. 61 Agenda Information Memo, July 21, 1987 CONDITIONAL USE PERMITZPYLON SIGN FOR HOLIDAY STATION STORES C. Conditional Use Permit for a Pylon Sign for the Holiday Station Stores --A public hearing was held before the Advisory Planning Commission at their last regular meeting held on June 23, 1987, to consider an application submitted by Holiday Station Stores, Inc., for a conditional use permit to allow motor fuel sales in a CSC district and a pylon sign for the proposed store to be located at the northwest corner of Cliff and Nicols Road. The APC is recommending approval. For a copy of the Planning Department report, refer to page /30 through For a copy of the APC minutes on this item, refer to page ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a conditional use permit for motor fuel sales in a CSC District and a pylon sign for the Holiday Station Stores as requested. 1Z9 CITY OF EAGAN SUBJECT: CONDITIONAL USE PERMIT (AMENDMENT) APPLICANT: HOLIDAY STATIONSTORES, INC. LOCATION: LOT 1, BLOCK 1, MARI ACRES 2ND ADDITION EXISTING ZONING: CSC (COMMUNITY SHOPPING CENTER) DATE OF PUBLIC HEARING: JUNE 23, 1987 DATE OF REPORT: JUNE 8, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION SUMMARY: In October, 1986, Holiday Stationstores received a Conditional Use Permit for motor fuel sales in a CSC district and a pylon sign for this proposed faculty at the northwest corner of Cliff and Nicols Roads. The sign was approved for 125 S.F. per side with a 25' maximum height. A requirement for the motor fuel sales approval was that the service bays be operational in normal working hours at this site. Precision Tune will be the "service" partner in this project. In an effort to keep the signage for both Holiday and Precision Tune on one pylon with pre -manufactured lighting sign logos -- the total signage area needs to be increased 9 S.F. to 134 S.F. The height will not be increased and the "Holiday" sign was reduced by 17.5 S.F. If approved this Conditional Use Permit shall be subject to: 1) The one time sign fee of $2.50 S.F. of signage area for 134 S.F. 2) The location will remain where previously approved. 130 1 1 I 'SLD(.. , 1 A �•= R:� fw • • O a a a a OV li T r:,1 I 1 I 'SLD(.. , �•= R:� fw • O a OV T ^ ------�---------T9 ------i— Y J. L— -------------- I 1g3f �O 7 g •� i t n 1 J i y , ]d 0 i ,(pCi.lo Sca.P-r. b. tLye" hI�(PJ►. w.ZT�, �� L1 t^vv-'m! Q O Z 1 O 1 11 1 L'O 'S1 Qr1 t -II IT IAS '7--104�1J. Ic .a.t Ic7-r oma+ H•I�day Q,d.. :II l ii : 8 �1.. � t I •Q I I coL� � I(1oi•sr� Sv�.cr�_� j. 9'•8" X 10'-0" TRADEMARK PYLON ELEVATION X11 doca7q� : T a Q : APC Minutes June 23, 1987 15. The development shall be responsible for submitting storm sewer calculations which justify and support the fact that there are no outlets provided for the areas designated as ponding areas. All voted in favor. `HOLIDAY STATION STORES - CONDITIONAL USE PERMIT - SIGN The next public hearing of the evening was convened by Chairman Hall upon the application of Holiday Station Stores, Inc. for a conditional use permit for a•pylon sign with a variance for -the proposed facility at the northwest corner of Cliff Road and Nicols Road with total signage area of 134 square feet to provide a sign for both Holiday and Precision Tune. The Commission was advised that a sign of 125 square feet had been previously approved. Now the applicant was back for a revised sign to facilitate its additional tenants. Gustafson moved, Harrison seconded the motion to recommend approval of the conditional use permit and variance for a 134 square foot pylon sign. All voted in favor. BUILDING BLOCK ADDITION - CONDITIONAL USE PERMIT & PRELIMINARY PLAT Chairman Hall then convened the public hearing in regard to the application of William Dunkley for a conditional use permit to allow a day care facility in a Planned Development Limited Business District and a preliminary plat for the Building Block Addition, located along the west side of Scott Trail and immediately south of the existing duplexes. Mr. Dale Runkle advised that the original Planned Development Agreement would have to be amended, as it originally provided only for office buildings. On behalf of applicant were Mr. Brian Carrey, Sue Dunkley and architect Nick Rio who described the proposal which had a residential style with brick lower and lapped wood upper walls with a pitched roof. He indicated the children's play areas and rooms and the landscaping to be located around the development. He also advised that 20 parking spaces would be adequate for the staff and traffic from parents and children. Mr. Joseph Russell, 1105 Duckwood Trail, questioned the traffic impact. Questions were raised about a proposed car care center `. immediately south. The representatives of the car care center were present, although no applications have been submitted. McCrea moved, Voracek seconded the motion to recommend approval. -.- of the amendment to the planned development, conditional use permit:. and preliminary plat, subject to the following conditions: 7 Agenda Information Memo, July 21, 1987 BUILDING BLOCK CHILD CARE CENTER ADDITION D. Conditional Use Permit for Building Block Child Care Center Addition, Building Block Child Care Center, Amendment to the Cedar Cliff Planned Development for a Day Care in a Limited Business District and a Preliminary Plat Consisting of One Lot on Approximately .7 Acres --A public hearing was held by the Advisory Planning Commission at their June 23, 1987, meeting to consider applications by William Dunkley for: 1) a day care facility in a PD LB District requiring an amendment to the PD, and 2) a preliminary plat for the Building Block Addition. The APC is recommending approval. For additional information on this item, refer to the Planning and Engineering Departments' reports which are enclosed on pages through. ./,/ For a copy of the APC action on this item, refer to pages) .3j/yam: ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a conditional use permit, preliminary plat and amendment to the Cedar Cliff Planned Development as presented. /34- CITY OF EAGAN SUBJECT: CONDITIONAL USE PERMIT, PRELIMINARY PLAT (BUILDING BLOCK ADDITION) APPLICANT: WILLIAM DUNKLEY LOCATION: S.E. 1/4 SECTION 30 EXISTING ZONING: LB WITHIN CEDAR CLIFF P.D. 80-2 DATE OF PUBLIC HEARING: JUNE 23, 1987 DATE OF REPORT: JUNE 11, 1987 REPORTED BY: PLANNING & ENGINEERING DEPARTMENTS 0 APPLICATION: Separate applications have been submitted by Building Block Day Care Centers requesting a Conditional Use Permit to allow a day care facility in A P.D. LB (Limited Business) district and a Preliminary Plat for the Building Block Addition. The original P.D. Agreement designated this area for office buildings. Therefore an Amendment to the P.D. will be necessary. This one lot plat is located along the west side of Scott Trail immediately south of the existing duplex's. The 5600 S.F. building and site plan was designed to accommodate office use if this day care use were to change in the future. COMMENTS: The one story building is located on the northern portion of this .69 acre lot and will act as a buffer between the parking lot and residential homes. The 19% lot coverage is within the 20% permitted by Code and all building and parking setbacks have been maintained. Code requires 29 parking stalls for office use. A plan demonstrating proof for 32 has been submitted and 19 are proposed for the day care. A possible secondary access to the west may be desireable in the future. If this occurred parking stalls would be expanded to the east. The landscape plan will need minor revisions and must be submitted on a grading plan with the final plat package. Emphasis will be on the north property line and along Scott Trail. The trash enclosure will be attached to the building and constructed of the same materials. /35 GRADING/DRAINAGE: The existing site drains southerly and westerly to a low area located east of Cliff Drive. This low area will eventually outlet through an existing storm sewer in Cliff Drive at elevation 900.05, which is currently 6 ft. higher. This undeveloped low area is not intended to be a drainage basin under the overall development plan for the Cedar Cliff Commercial Park. However, the low area currently receives runoff from the existing storm sewer located at the low point in Scott Trail which is immediately south of this development. Therefore, the storm sewer in Scott Trail will have to be reconstructed. sometime in the future to drain easterly into Pond AP -50 which currently has no outlet The City is currently involved in litigation regarding the lack of an outlet for Pond AP -50. Therefore, no additional runoff should be allowed into AP -50 until its outlet has been installed and no additional runoff should be allowed to the current low area west of this site. In summary, the existing circumstances prohibit any further development in this general area without a positive outlet for Pond AP -50. If, and when, the outlet for AP -50 is scheduled, it is recommended the approved grading plan insure that the parking lot drain easterly to Scott Trail and that catch basins be constructed as part of this development at the radius point of the driveway entrance at Scott Trail. The catch basins must then connect to the existing storm sewer in Scott Trail. In the interim, the temporary drainage ditch between the storm sewer in Scott Trail and Cliff Drive shall be preserved until the outlet for AP -50 is functional. UTILITIES: Sanitary sewer and water service of sufficient size and capacity can be provided from the existing utilities in Scott Trail. ASSESSMENTS: The parcel has been assessed at the proper rate for all city utility services. There are no pending or proposed assessments of record. 0 CONDITIONS: (BUILDING BLOCK ADDITION) 1) All standard platting conditions shall be adhered to. 2) A revised landscape plan shall be submitted on grading plan. The financial guarantee shall not be released until 1 year after the date of installation. 3) If a shortage of parking is evident, the City may require parking lot expansion. Nineteen spaces shall be initially approved. 4) No mechanical units shall be visible from the residential property or from Scott Trail. 5) The outlet for AP -50 must be authorized by Council action prior to final plat approval or building permit issuance. 6) Revised grading and site plans must be approved prior to building permit issuance. /37 ol 31,13. 96 r CEDAR CLIFF COMMERCIAL 139' Ives 0;0 -n-70 -5E 0 '00'Z3 ;4b jA10'16'10"V1 1A5 : -!!-j 9a ...... a L Ell th % < Arps t,� _ �_ ) . awl UZI• It Sl /la at "few 31,13. 96 r CEDAR CLIFF COMMERCIAL 139' ' PH ' I iY .( @ t -T 5i :r�' i •i• �i�'jF ity z !``i��i,l1', i I _ _ _-__�- '�` � ]'. I y= ! LP rM. In i R - 1. ., IL ,•! I `S�='II i €i �' O. -Koh: - ` �gaP °;! •.+��',`le� 'i .�• +} .fly.• I '! E3 . ......... . . . ZN _ > Z a > � i � � cc•�� •� c 9 i-. �r'ji co a .� > z � C.J 2 111 p ••�; � tli�"I�Ii1�I C7•' -;'S I, c' • g i I �I ,I, _ > Z a > � i � � cc•�� •� c 9 i-. �r'ji co a .� > z � C.J 2 111 p ••�; Yl N �{ •--� | � I 4E � f §i} /\ 5!! §§: [:c \ o �/ ■� \ |` ) / ;§|/ ` a dig ( 'q � ,...� RRRAq«® �!� T I 4E � f §i} /\ 5!! §§: [:c \ o �/ ■� \ |` ) / ;§|/ ` a dig ( 'q � ,...� ` ,.i ' !Vi ; ( §i} /\ 5!! §§: [:c \ o �/ ■� \ |` ) / ;§|/ ` a dig ( 'q —�- APC Minutes June 23, 1987 15. The development shall be responsible for submitting storm sewer calculations which justify and support the fact that there are no outlets provided for the areas designated as ponding areas. All voted in favor. HOLIDAY STATION STORES - CONDITIONAL USE PERMIT - SIGN The next public hearing of the evening was convened by Chairman Hall upon the application of Holiday Station Stores, Inc. for a conditional use permit for a pylon sign with a variance for 'the proposed facility at the northwest corner of Cliff Road and Nicols Road with total signage area of 134 square feet to provide a sign for both Holiday and Precision Tune. The Commission was advised that a sign of 125 square feet had been previously approved. Now the applicant was back for a revised sign to facilitate its additional tenants. Gustafson moved, Harrison seconded the motion to recommend approval of the conditional use permit and variance for a 134 square foot pylon sign. All voted in favor. BUILDING BLOCK ADDITION - CONDITIONAL USE PERMIT & PRELIMINARY PLAT Chairman Hall then convened the public hearing in regard to the application of William Dunkley for a conditional use permit to allow a day care facility in a Planned Development Limited Business District and a preliminary plat for the Building Block Addition, located along the west side of Scott Trail and immediately south of the existing duplexes. Mr. Dale Runkle advised that the original Planned Development Agreement would have to be amended, as it originally provided only for office buildings. 'On behalf of the applicant were Mr. Brian Carrey, Sue Dunkley and architect Nick Rio who described the proposal which had a residential style with brick lower and lapped wood upper walls with a pitched roof. He indicated the children's play areas and rooms and the landscaping to be located around the development. He also advised that 20 parking spaces would be adequate for the staff and traffic from parents and children. Mr. Joseph Russell, 1105 Duckwood Trail, questioned the traffic impact. Questions were raised about a proposed car care center immediately south. The representatives of the car care center were present, although no applications have been submitted. McCrea moved, Voracek seconded the motion to recommend approval of the amendment to the planned development, conditional use permit and preliminary plat, subject to the following conditions: 1�3 W APC Minutes June 23, 1987 1. All standard platting conditions shall be adhered to. 2. A revised landscape plan shall be submitted on grading plan. The financial guarantee shall not be released until 1 year after the date of installation. 3. If a shortage of parking is evident, the City may require parking lot expansion. Nineteen spaces shall be initially approved. 4. No mechanical units shall be visible from the residential property or from Scott Trail. 5. The outlet for AP -50 must be authorized by Council action prior to final plat approval or building permit issuance. 6. Revised grading and site plans must be approved prior to building permit issuance. All voted affirmatively. KINDER -CARE ADDITION - PRELIMINARY PLAT & CONDITIONAL USE PERMIT Mr. Hall then convened the public hearing on the separate applications of Kinder -Care Learning Centers requesting a conditional use permit to allow a day care facility in a CSC district and a preliminary plat for the Kinder -Care Addition. This .98 acre plat is currently Outlot A of the Eagan Convenience Center and is located immediately south of the strip center abutting Krestwood Lane on the west. Mr. Runkle advised that Kinder -Care had received approval of a preliminary plat some years before in a very near location. Mr. Mark Lindell, the architect, indicated that the ;only problem was the staff's request to move the direct access onto Krestwood Lane, which he indicated was necessary for emergency vehicles. Harrison moved, Voracek seconded the motion to continue the application for 30 days. Three voted in favor, three voted against, and the chair voted no. Pursuant to membereWilkins' inquiries, the developer advised that approximately 112 children could be facilitated, along with a full-time staff of approximately 18. Trygg moved, McCrea seconded the motion to recommend approval of the conditional use permit and preliminary plat, subject to,the following conditions: 1. All standard platting conditions shall be adhered to. 2. All signage will be subject to the Sign Ordinance and the one time fee of $2.50 per square foot for ground sign. 3. The trash enclosure will blend in architecturally with the building design. 8 APC Minutes June 23, 1987 1. All standard platting conditions shall be adhered to. 2. A revised landscape plan shall be submitted on grading plan. The financial guarantee shall not be released until 1 year after the date of installation. 3. If a shortage of parking is evident, the City may require parking lot expansion. Nineteen spaces shall be initially approved. 4. No mechanical units shall be visible from the residential property or from Scott Trail. 5. The outlet for AP -50 must be authorized by Council action prior to final plat approval or building permit issuance. 6. Revised grading and site plans must be approved prior to building permit issuance. All voted affirmatively. KINDER -CARE ADDITION - PRELIMINARY PLAT & CONDITIONAL USE PERMIT Mr. Hall then convened the public hearing on the separate applications of Kinder -Care Learning Centers requesting a conditional use permit to allow a day care facility in a CSC district and a preliminary plat for the Kinder -Care Addition. This .98 acre plat is currently Outlot A of the Eagan Convenience Center and is located immediately south of the strip center abutting Krestwood Lane on the west. Mr. Runkle advised that Kinder -Care had received approval of a preliminary plat some years before in a very. ,. ' near location. Mr. Mark Lindell, the architect, indicated that the ;�_:. only problem was the staff's request to move the direct access onto Krestwood Lane, which he. indicated was necessary for emergency vehicles. Harrison moved, Voracek seconded the motion to continue the application for 30:days. Three voted in favor, three voted against, and the chair voted no. .Pursuant to member Wilkins' inquiries, the +. developer advised that approximately 112 children could be facilitated, along with a full-time staff of approximately 18. Trygg moved, McCrea seconded the motion to recommend approval of the conditional use permit and preliminary plat, subject to the following conditions: 1. All standard platting conditions shall be adhered to. 2. All signage will be subject to the Sign Ordinance and the one time fee of $2.50 per square foot for ground sign. 3. The trash enclosure will blend in architecturally with the building design. 8 Agenda Information Memo, July 21, 1987 PRELIMINARY PLAT & CONDITIONAL USE PERMITfKINDER CARE ADDITION E. Conditional Use Permit for Kinder Care Addition, Kinder Care Learning Center for a Day Care Center Within a CSC District and a Preliminary Plat Consisting of One Lot on Approximately One Acre --A public hearing was held before the Advisory Planning Commission at their last regular meeting held on June 23, 1987, to consider applications submitted by Kinder Care Learning Centers requesting: 1) a conditional use permit to allow a day care facility in a CSC District, and 2) a preliminary plat for a Kinder Care Addition.on a approval to the City Council. The vote on this item was 4 to 3 realizing there was some objection by members of the Planning Commission regarding access to the proposed facility. For a copy of the Planning and Engineering reports found on this item, refer to pages�//& through /5�1- . For action considered by the APC, refer to pagesl55 through %C o . ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the conditional use permit and preliminary plat for the Kinder Care Addition as presented. 14/5' .A - V CITY OF EAGAN SUBJECT: CONDITIONAL USE PERMIT, PRELIMINARY PLAT (KINDER -CARE ADDITION) APPLICANT: KINDER -CARE LEARNING CENTERS LOCATION: NW 1/4 SECTION 15 EXISTING ZONING: CSC (COMMUNITY SHOPPING CENTER) DATE OF PUBLIC HEARING: JUNE 239 1987 DATE OF REPORT: JUNE 10, 1987 REPORTED BY: PLANNING & ENGINEERING DEPARTMENTS APPLICATION SUMMARY: Separate applications have been submitted by Kinder -Care Learning Centers requesting a Conditional Use Permit to allow a day care facility in a CSC district and a Preliminary Plat for the Kinder -Care Addition. This .98 acre one lot plat is currently Outlot A of the Eagan Convenience Center and is located immediately south of the strip center abutting Krestwood Lane on the west. COMMENTS: This site plan meets all City building/parking setback requirements. The 6,1467 S.F. one story building has a lot coverage of 15% and 30% is permitted in CSC districts. Thirty 10' wide stalls are proposed. Code does not have any direct requirements for day care facilities, however 20-30 have been approved in previous proposals. Staff is recommending that the 12 in the center of the lot "square up" with those in front of the building and the stripes line up with each other. The building will be treated architecturally the same on all four sides and any mechanical equipment will be on the ground. The trash enclosure will be on the exterior but attached to the building and constructed iof the same materials. The proposed landscaping will need to be upgraded to current City standards and be compatible in design to the landscaping to the north. No problems are anticipated. 4 GRADING, DRAINAGE, EROSION CONTROL: A minimal amount of grading is required to develop the site to its proposed use. The development proposes to utilize the existing storm sewer along its southerly boundary to handle the runoff generated by the site. The City is presently preparing a feasibility report analyzing the existing storm sewer facility and its easterly extension. If the project is accepted for improvement under public contract by Council action, then the proposed development will be allowed to drain into the existing system. The easterly extension of the existing storm sewer system is required before development can proceed. No erosion, sediment control plan was submitted with this application. UTILITIES: There are no water and sanitary sewer services provided to the site. Sanitary sewer is readily available in Krestwood Lane and of sufficient size but of minimal depth to serve the site. The development is advisted to verify the existing sanitary sewer invert prior to setting the final grade of the proposed building. The development proposes to connect to the existing watermain in Krestwood Drive for its water service. Staff advises that the development petition the City for water service. In doing this, an 8" line would be extended north from the existing watermain in Crestridge Lane. This way the costs could be shared by Kindercare and the southerly adjacent property. STREETS, ACCESS, CIRCULATION: Access to the site is readily available from Krestwood Lane. The driveway location as proposed is not acceptable. The location creates a conflicting left turn maneuver with the Hardees entrance across the street. Staff advises that this development and the southerly adjacent property share a common access driveway location across from the existing bank entrance on the west side of Krestwood Lane. PERMITS, RIGHT-OF-WAY, EASEMENTS: No unusual permit requirements are anticipated other than the normal City permits required for work in public right-of-way and utility connections. The development will be responsible for providing a 20 foot wide utility easement for the existing storm sewer across the easterly portion of the site. A driveway easement will be required from the southerly adjacent property for the shared driveway location. ASSESSMENTS: The proposed site was previously assessed for water area and sanitary sewer trunk under Project # 58 and #29, respectively. There presently re no assessments pending and the following assessment proposed as a condition of final plat approval: DESCRIPTION USE RATE QUANTITY AMOUNT Storm Sewer Trunk C/I .079/S.F. 42,840 S.F. $3,384 All final assessment -rates shall be those in effect at the time of final plat approval based on final plat areas. I �-! CONDITIONS: (KINDER -CARE ADDITION) 1) All standard platting conditions shall be adhered to. 2) All signage will be subject to the Sign Ordinance and the one time fee of $2.50 per S.F. 3) The trash enclosure will blend in architecturally with the building design. 4) A detailed landscape plan shall be submitted with the final plat consistant _with current City standards. The financial guarantee shall not be released until 1 year after the installation date. 5) Parking stalls 1-12 shall line up with those in front of the building. 6) All light pole standards will use cut offs to eliminate off site "light spillage" if necessary. 7) This plat shall be subject to a cash parks dedication fee. 3) Final plat approval shall be contingent upon approval of the installation of the downstream storm sewer facilities by Council action. 4) An erosion sediment control plan acceptable to staff shall be provided prior to final plat approval. 10) The development shall relocate its 30 foot wide driveway entrance to line up with the existing bank entrance across the street. 11) The development shall provide for a 20 foot utility easement over the existing storm sewer along its easterly property line. 1Z) The development shall obtain its water service from the existing watermain in Crestridge Lane. 13) The development shall be responsible for the proposed trunk storm sewer assessment based on rates in effect at the time of final plat approval and on final plat areas. 1W EAGAN CONVENIENCE .I IgRTH SO 100 ISO CAL[ iN I[[T DENOTES 112 INCH IRON MONUMENT FOUND UNLESS OTHERWISE SHOWN DENOI ION ES 112 INCH eeT IB INCH IRON MONUMENT SET—MARKED WITH . Ta PEGISTNATNO. I3600 UNLESS OTHERWISE SHOWN THE SOUTH LINE Of THE SOUTH 112 Of THE N W. IH OF SSC. IS, L 22, P 2S• HAS AN ASSUMED BEARING OF N 69•ICIVE ����+•' .� I^� OP`v •° 10.1 4 .T I• i.0o,C. \\ •r ., i ��� •' \Ilool ' 1 ...fir _. �•�_ � .. �/ ~ 4 \ ' '\ LOT I J � 71,1M ..R 1 I • BLOCK I T _ _ _ _ +n•_w � _ h NN 14 IL PILOT KNOB HMN TS CENTER .a T . � . 1-60 KFIEfrWOM LANE _g � m | ] ,L ti§ ,§§|1141 | [ f , .., ! §| |#;, JL '2 LE, ~ CHARLES N fEEr=rf fly it fill llt--°tr It; r t j t�r�F !__ ESE:- ' tFi• rrt e�1111 t'(�{ rrE "}iL it fiElfii L!1•! tFtf:s i Et ` f,etr L� !E rtE Erb{rL i�tilt .it` _rr tFr� E lFfIF FFr�tl �E(r� E Ti t t L[i l ft fit ; }li} itr� }ill,�-�(�� frr t F rr :c r}!i t tj� [E L i g i�FP trrj I l{(�t eta E trr [fill ri `�._`._` r IT. tt • r r r ► * r ► �} E1;F" `j Fl�f tt L rt V f st Lj t [ r jjj Ft ltft itFr `j ([lFt�' et Fre}F L. 'fE14 E I� ij gt i�tFiit t F lEF![i fij ` dflj�r r 1 Rt itrr }- F� iLtE r�jE (t' 1 rtt r r it it t,{i(E ii tl�F?}t t� =l l { � R . L • ML "'�'^` `-".,KIND CARE E LANE KRESTWOOD LANE 14000 r 0. 43' 4r' t =tt ES MOYAK A. LA. A204MCI Q� �Q DI '2 i' � a �' D 6 DP- 4 , B74.8 74 874.8 LA '8. *I . ...... ... DP- iqs- i E 901.0 904 A DP 23. 893.0 wIN 2 d 12 8976 Oluf D -c JP7 7 .17 cli :;000 00-00-1 890. 0 i '+� f , - _ = - 871.0 -892,*�,--""i,�-.--,:,,�,... 4 L. J 80.0. T N A] P 69. T: 847 i2 1 -D -L Cz /1 844 0-A 7 JP- 2 0.3 344.0 72,6 91 L N. .47 JR -15- !Y,�: B44.0� . . ......... 4 jp 241 '8 44.D • 8 16.3-, •H jp-=..... . . . ....... . --m 0 . ......... to a is -82. 38 834.0 JP. cc F .... . ... . ..... JP -1n . . . . . . . . . . . SUBJECT PARCEL KINDER CARE ADDITION city of eagan I 1513 lf�N PUBLIC STORM SEWER 01 Cn.0 N DEPARTIVIENd MASTER PLAN FIG. # 1 approved: standard I plate 4: Cl) —q 0 CD m m C z m OD 0 CO) I -n ; rk, z 0 m m 0 m 'v 0 z APC Minutes June 23, 1987 1. All standard platting conditions shall be adhered to. 2. A revised landscape plan shall be submitted on grading plan. The financial guarantee shall not be released until 1 year after the date of installation. 3. If a shortage of parking is evident, the City may require parking lot expansion. Nineteen spaces shall be initially approved. 4. No mechanical units shall be visible from the residential property or from Scott Trail. 5. The outlet for AP -50 must be authorized by Council action prior to final plat approval or building permit issuance. 6. Revised grading and site plans must be approved prior to building permit issuance. All voted affirmatively. INDER-CARE ADDITION - PRELIMINARY PLAT & CONDITIONAL USE PERMIT Mr. Hall then convened the public hearing on the separate applications of Kinder -Care Learning Centers requesting a conditional use permit to allow a day care facility in a CSC district and a preliminary plat for the Kinder -Care Addition. This .98 acre plat is currently Outlot A of the Eagan Convenience Center and is located immediately south of the strip center abutting Krestwood Lane on the west. Mr. Runkle advised that Kinder -Care had received approval of a preliminary plat some years before in a very near location. Mr. Mark Lindell, the architect, indicated that the only problem was the staff's request to move the direct access onto Krestwood Lane, which he indicated was necessary for emergency vehicles. Harrison moved, Voracek seconded the motion to continue the application for 30 days. Three voted in favor, three voted against, and the chair voted no. Pursuant to member -Wilkins' inquiries, the developer advised that approximately 112 children could be. facilitated, along with a full-time staff of approximately 18. Trygg moved, McCrea seconded the motion to recommend approval of the conditional use permit and preliminary plat, subject to the following conditions: 1. All standard platting conditions shall be adhered to. 2. All signage will be subject to the Sign Ordinance and the one time fee of $2.50 per square foot for ground sign. 3. The trash enclosure will blend in architecturally with the building design. /55 r APC Minutes June 23, 1987 4. A detailed landscape plan shall be submitted with the final plat consistent with current City standards. The financial guarantee shall not be released until 1 year after the installation date. 5. Parking stalls 1-12 shall line up with those in front of the building. 6. All light pole standards will use cut offs to eliminate off site "light spillage" if necessary. 7. This plat shall be subject to a cash parks dedication fee. 8. Final plat approval shall be contingent upon approval of the installation of the downstream storm sewer facilities by Council action. 9. An erosion, sediment control plan acceptable to staff shall be -provided prior to final plat approval. 10. The development shall relocate its 30 foot wide driveway entrance to line up with the existing entrance across the street. Consideration may be given to a reduction in parking. 11. The development shall provide for a 20 foot utility easement over the existing storm sewer along its easterly property line. 12. The development shall obtain its water service from the existing watermain in Crestridge Lane. 13. The development shall be responsible for the proposed trunk storm sewer assessment based on rates in effect at the time of final plat approval and on final plat areas. Trygg, McCrea,.Hall and Gustafson voted yes; Voracek, Harrison' and .Wilkins voted no. + P.D.Q. FOOD STORES - CONDITIONAL USE PERMIT & VARIANCE The Chairman then called the public hearing in regard to the applications of Rus -Del Investments for a conditional use permit to allow a car wash/tune up facility in a NB (Neighborhood Business) district, in addition to a pylon sign and a variance for building coverage above 20% on Lot 4, Hilltop Estates.Addition. PDQ had also submitted a conditional use permit application to allow motor fuel sales at the existing strip center. Mr. Runkle advised that PDQ had requested gas pumps in the past, and were advised that service bays were necessary, which appeared to be now provided. 16/ 9 Agenda Information Memo, July 21, 1987 CONDITIONAL USE PERMIT/GAS PUMPS AT HILLTOP ESTATES PDQ F. Conditional Use Permit on Lot 1, Block 4, Hilltop Estates --A public hearing was held before the APC at their last regular meeting held on June 23, 1987, to consider an application submitted by PDQ food stores to allow a motor fuel dispensing facility. The APC is recommending denial of this application. For additional information on this item, refer to the Planning and Engineering Departments report found on pages -/If through 1 �. For a copy of the action that was taken by the APC, refer to pages 1?_D through -41 L-."'- The applicant for item G requesting a car wash with service bays at Hilltop Plaza has requested that his application be withdrawn. Since PDQ is requesting the conditional use permit for motor fuels based on the fact that the car wash was being proposed with service bays there is no reason for the City Council to further consider the PDQ application for the dispensing of motor fuels. ACTION TO BE CONSIDERED ON THIS ITEM: 1) To approve conditional use permit for the dispensing of motor fuels stores at Hilltop Plaza or 2) take no action on this item G, New Business, being withdrawn from the agenda. le7 or deny the by PDQ food item due to CITY OF EAGAN SUBJECT: CONDITIONAL USE PERMIT, VARIANCE APPLICANT: RUS-DEL INVESTMENTS SUBJECT: CONDITIONAL USE PERMIT APPLICANT: P.D.Q. FOOD STORES LOCATION: HILLTOP ESTATES ADDITION EXISTING ZONING: NB (NEIGHBORHOOD BUSINESS) DATE OF PUBLIC HEARING: JUNE 23, 1987 DATE OF REPORT: JUNE 18, 1987 REPORTED BY: PLANNING & ENGINEERING DEPARTMENTS APPLICATION SUMMARY: Separate applications have been submitted by Rus -Del Investments requesting a Conditional Use Permit to allow a car wash/tune up facility in a NB (Neighborhood Business) district, a pylon sign and a Variance for building coverage above 20% on Lot 4. Hilltop Estates is located on the northeast corner of Pilot Knob and Diffley Roads. P.D.Q. has also submitted a Conditional Use Permit application to allow motor fuel sales at the existing strip center. Code requires service bays at all motor fuel despencing facilities. Therefore, an agreement between P.D.Q. and the tune up shop for joint operation will be necessary. An overall landscape plan for the Hilltop Plaza shopping center was submitted with these plans that will address the current requirements of the City's Landscape Policy. The effect will be similar to other commercial projects where a variety of plant material species were used to provide screening and visual interest. CAR WASH FACILITY/TUNE UP SHOP The applicants have operated the self service car wash near the Cedarvale shopping center for the last 20 years. This building is designed for 10 car wash bays and 3 tune up bays. The lot coverage is 26% and 20% is permitted in NB districts. Since all of the service is for a short duration very few exterior parking stalls are necessary for this type of facility. Except for the tune up shop, customer parking and employee parking all other parking is inside the.building. Ample stacking area at the building entrance area as well as a drive through lane has been provided. Stacking after the exit for 2 cars should eliminate water in the parking lot. The building was designed with the exit on the west side to eliminate ice build up in winter months. This facility will also have a blow drier at the exit. (8) 10' wide parking stalls have been provided next to the building. These should be designated for the tune up shop use. The proposed hours of operation for the care wash are 7 a.m. - 11 p..m. The tune up shop hours have not been determined as of yet. /�v The building will be constructed of burnished block with glass block and masonry detailing. No mechanical roof top units are shown on the elevations. The parapet wall should be constructed high enough to conceal all roof top equipment. When the intersection is lowered with the Pilot Knob Road improvements, the street level and proposed building pad elevation will be much closer. This will also help that design problem. All trash will be enclosed in the building. The proposed pylon sign has not been designed in detail but will have 100 S.F. of signage area and 24' height to match the existing P.D.Q. sign that is approximately 325' to the north. Code requires 300' between pylons on the same side of the street. MOTOR FUEL SALES The proposed 4 pump gas island is on the south side of the P.D.Q. store. It has been moved to the east so that the perimeter. drive lane would not be interrupted. TYe canopy meets Code setback requirements. Landscaped islands around the pump island area will help define the traffic circulation. RUS - DEL C.U.P. UTILITIES: Sanitary sewer, water main, and storm sewer of sufficient size and capacity were constructed to serve the Hilltop Plaza site under City Contract No. 82-11. Although utilities were installed to serve the Hilltop -Plaza site as a whole, only water service is readily available to the proposed car wash site. GRADING, DRAINAGE, EROSION CONTROL: No grading, drainage, and erosion control plan was submitted with this application. STREETS, ACCESS, CIRCULATION: Access to the site is available from Pilot Knob Road and Hilltop Lane through a 30 foot wide driveway easement. Minimum turning radius criteria for safe traffic circulation has been adequately provided for. EASEMENTS, RIGHT-OF-WAYS, PERMITS: All appropriate easements have been provided for as conditions of previously developed lots in the Hilltop Plaza site. ; ASSESSMENTS: The site is subject to the following pending assessments under the Pilot Knob Road upgrade. PROJECT # DESCRIPTION USAGE 466 Street Pilot Knob C/I 466 Trail Pilot Knob --- The rates listed above are 1987 rates. i-059 RATE QUANTITY AMOUNT 82.37/ff 324.82 $26,755 12.40/ff 324.82 4,028 TOTAL $30,783 11 n PDQ Conditional Use STREETS, ACCESS, CIRCULATION: Access to the proposed gas pumps is from Pilot Knob Road and Hilltop Lane through a 30 foot driveway easement across the Hilltop Plaza site.. The proposed gas pumps are situated so that adequate turning maneuvers have been provided. ASSESSMENTS: The site is subject to the following pending assessments under the Pilot Knob Road upgrade: PROJECT # DESCRIPTION USAGE RATE QUANTITY AMOUNT 466 Street Pilot Knob C/I 82.37/ff 180 $14,827 466 Trail Pilot Knob --- 12.40/ff 180 2,232 TOTAL $17,059 The following assessment is proposed as a condition of approval of the conditional use: PROJECT # DESCRIPTION USAGE RATE QUANTITY AMOUNT 24 Water lateral benefit.0/I 20.55/ff 180 $ 3,699 The development shall be responsible for payment of the proposed assessment for water lateral benefit as a condition of approval based on the rates in effect at the time of approval. If approved, these Conditional Use Permits shall be subject to: CAR WASH/MOTOR FUEL SALES 1) A joint agreement shall be required stating that the tune up shop must be operational on a daily basis as long as there are motor fuel sales. 2) All applicable sign ordinances and fees shall be adhered to. The new pylon sign shall not exceed 100 S.F. of signage area with a 24' maximum height. No signage on the canopy shall be allowed. 3) The perimeter landscaping plan shall be approved prior to the issuance of a building permit. The installation will take place after the Pilot Knob Road improvements take place. The financial guarantee shall be submitted in a letter of credit form and not released until one year after the installation date. 4) No roof top fan units shall be permitted. 5) No exterior trash enclosure shall be permitted. 6) The 26% lot coverage shall be permitted. 7) Adequate grading, drainage, erosion control, and utility plans shall be submitted and approved by staff prior to building permit issuance. 166 �}— Z—�— PILOT KNOB ROAD 0 ppISF ..c @@r . Cp.c rCC {i1 ,I r BCC FT 6�� �; I�� Vis• -fie � t $IS 6 y IS Be IS R o IS 0 PUMP & METER SERVICE, INC. f ■STNOLJOr SOOVwANT ATAnwA aLAe rNONm ounwuwA A eowrwou SA wY ICS AALAS INSTALLATION i A 1600 SECOND ST. SO., HOPKINS. MN 56343 ' a" PHONE: 612-933-4800 s$!ppLFiya ?s Is e F G ;e 1 a` U 1 1 9 3 4 e = A u 4 71;. __ -w diff ley road 0 site overview ::: -- ----- _ 1 t 0 _site data--------..- - -- — 3 121 10, - - u•C-- --- = ;O w2��- -•- --.__- �� �ID� _ _ ���o sr_— -_--__- �,: ___� _ '�iur�'+o�. � STs - - - --. - _ - - i • • r r p9ot knob road I dittlay food it if jill e is t3 — • —� r, I' i CAR WASH FACILITY C Aur ,w.r..•X.A Q h"Op road (te M $ RRUE. DEL INVESTMENTS L NSNE•SS I..L ELDON HUGELEN AJE }p aLCC I+41iI��N4. ±:A�1 6/...O. CSM �wCM.RK E �ri IL ��� � � ._ .. _ ..����— fir- • --- — •---• �i---•� Q. T 1w�p,i�V�•I?� fy . . � -O a ��� i .�r� 7 � p ---;41T� �..I �•.�.d '� p. >� CD S7 N CD CD CL ? � � �� P P � .. �1 W ..Ilr'.'34 ..e• 1-�' � eo+d• I..�..r•� t• nc" I Icb' I It �-��c�1r.� rx�:�. �:►+.�.r,a �. �.�- �o� �o x�o on. caq�s - �� hV'F1N { ��►� C �o north. _ I�i1t; --i-EI enter i _ _ r►R 10 qr. .south----- ----------- ---- - -- - ------ 1 t `fxio Ott -- west - - `-Y. 1y+u /civ act`( Carht? Ivw ..-- •-- -- - -•--- �� 4'�rulJ ��+-SVS, __--east -�-- -- -- - -- - .. -- - --- -- Cross sect n Cc =FOCTkW p A4^r-44 • icy � •Q ; • 8 rift . t� N �4•� "� Gaar! 517/67.0 121 *Ai mam 24" 18 52.6/67.0. op :)RAGE'*'� )59 44.6/59.0 1 125 10-20 161 38.3/94.0 B/51.0 �� 88.5/ 82.8/94.0 #0VIC 100.0 �ul fir 6$.4/17.0 f.c f.0/65.0 c t. r ::l2" t !,n (D4 165' 0; 12" ff, 0 Z: -Y E Q2 J93 P- / 58.0 76 80.7/92.0 -4. - fir� 0 1020 16 (E5 -ji'7 L . .. ..... 87.0/98.0 THDMAS 7 ?i 158 D67 .1 , 31.1/92.0 lj SCHOOL — 93.5/104.0 12 D83.9/94.0 .0�95.0 F-, city of eagan PUBLIC WORKS DEPARTME 53.2/68.d 06 gap am an D 1DQ 59.9/'7 _71 �73-- 59.8/76.0 ;:"i f PAF,9iCK EAGAN "31 i 777 , • 42.6/57. 17212rr 476 68.0/820 160— " F10 20� 12 35.5/50.0 238 23 -7 V, ILDE T 75 1-5A? 17.3 ;4 ]2' _�.� �- - . -�.--.•` _ — � '� 41.271 `� � _-Y� c 16, 64.0 MEPIT: PLANT TREAT, 006 PDQ CONDITIONAL USE SUBJECT PARCEL WATER MASTER PLAN FIG. -*3 approved standard Plate #: -- I I I) I I I rIExIS EDGE 11 ROAD I 5' ,II I iurulE EDGE Oi H 1� z 0 y it 1 o a X m I 0 I I z x � � 10 '- Ia I I it I' COUNTr -ROAD— 30 _ .xsnna i PDQ CONDITIONAL USE ++++ WATER LATERAL BENEFIT CONDITIONAL USE PERMIT N D Q O I� SCALE as m Easter Lutheran Church James P. Borgschatz, Pastor Thomas H. Johnson, Pastor M June 17, 1987 Planning Commission 3830 Pilot Knob Road Eagan, MN 55122 Dear Planning Commission: 4200 Pilot Knob Road Eagan, MN 55122-1822 (612) 452-3680 In response to the notice for hearing of the proposed car wash and gas pumps in the James Company development on the northeast corner of Diffley and Pilot Knob, it is the judgment of the Church Council of Easter Lutheran Church that variances from the existing city ordinances are not warranted. The Church Council has not taken a stand on the desirability of the proposed uses. We are neither for nor against this proposal if it meets the conditions of the existing City ordinances. SiDr,erely, aures P. Borgschatz CC: Eagan City Council Iq t APC Minutes June 23, 1987 4. A detailed landscape plan shall be submitted with the final plat consistent with current City standards. The financial guarantee shall not be released until 1 year after the installation date. 5. Parking stalls 1-12 shall line up with those in front of the building. 6. All light pole standards will use cut offs to eliminate off site "light spillage" if necessary. 7. This plat shall be subject to a cash parks dedication fee. 8. Final plat approval shall be contingent upon approval of- the installation of the downstream storm sewer facilities by Council action. 9. An erosion, sediment control plan acceptable to staff shall be provided prior to final plat approval. 10. The development shall relocate its 30 foot wide driveway entrance to line up with the existing entrance across the street. Consideration may be given to a reduction in parking. 11. The development shall provide for a 20 foot utility easement over the existing storm sewer along its easterly property line. 12. The development shall obtain its water service from the existing watermain in Crestridge Lane. 13. The development shall be responsible for the proposed trunk storm sewer assessment based on rates in effect at the time of final plat approval and on final plat areas. Trygg, McCrea, Hall and Gustafson voted yes; Voracek, Harrison and .Wilkins voted no. , ry:'`P D': Q':FOOD-STORES CONDITIONAL USE PERMIT & VARIANCE The Chairman then called the public hearing in regard to the applications of Rus -Del Investments for a conditional use permit to allow a car.wash/tune up facility in a NB (Neighborhood Business) district, in addition to a pylon sign and a variance for building coverage above 20% on Lot 4, Hilltop Estates Addition. PDQ had also submitted a conditional use permit application to allow motor fuel sales at the existing strip center. Mr. Runkle advised that PDQ had requested gas pumps in the past, and were advised that service bays were necessary, which appeared to be now provided. 1�D I APC Minutes June 23, 1987 Mr. Dick Quanbeck, on behalf of the owners, and Mr. James Sheldon, on behalf of PDQ Food Stores, were present to address the application. Mr. Dale Shindell described the proposed do-it- yourself car wash with one entrance and exit door and individual bays within the building. Mr. Vic Nelson, 4192 Hilltop Lane was present and recommended that the Planning Commission not approve the proposal based upon a Petition signed by .neighboring owners and tenants of the shopping center, based on the position that the proposal was aesthetically improper; would devalue the adjacent residential property; create a severe traffic hazard and safety issues; and that there was- an over -kill of existing car wash and motor fuel sales facilities. Mr. Joseph Russell of 1105 Duckwood Trail, indicated his concern for the safety of children in the area. Ms. Janet Schwartz, 1389 Berry Ridge, indicated that it was her understanding that any access from Pilot Knob Road would have to be off of Berry Ridge, creating a severe traffic impact. Mr. Fred Katter, 9290 Overland Trail of Eden Prairie, indicated his concern for traffic affecting his children at 4200 Hilltop Lane, and requested that the City consider a traffic analysis. Member McCrea requested information regarding the tune-up bays and agreed with the traffic difficulties. In response to member Harrison's questions, the applicant indicated that the car wash would be constantly manned. Discussion centered around whether the excess parking now existing in the strip center would be adequate and available for the proposed development. Mr. Gustafson indicated that the area was developing, would increase in traffic,. did need better traffic controls and suggested that many of the. cars proceeding through the car wash would already have been at the shopping center. Mr. Hall'.,, indicated that the increase in 20% to 26% lot coverage was a 30% average increase overage. It appeared that the individual 'lot did not meet code requirements for parking. Harrison moved, Wilkins seconded the motion to recommend denial,.... of the applications, based upon the following: 1. The lack of hardship and unreasonableness for a 30% variance.'-'. from lot coverage requirements in the City Code. 2. The proposal created additional very serious traffic.and safety problems. 3. The site lacked adequate parking under City Code. 10 APC Minutes June 23, 1987 4. The aesthetics. neighbors were very concerned about safety and 5. An agreement between the operator of the service bays, car wash and the PDQ appeared to be too tenuous for enforcement of Code requirements for service bays operated by service stations.. 6. The developer did not have a proposed tenant for the service bays. All voted yes. This item will be heard July 21, 1987 by City Council. GOPHER EAGAN INDUSTRIAL PARR 2ND ADDITION - PRELIMINARY PLAT Chairman Hall next called the public hearing on the application of Gopher Smelting & Refining Company requesting a preliminary plat for•9 lots and 2 outlots on approximately 84 acres designated for Industrial use within the Gopher Eagan Planned Development on the north side of Yankee Doodle Road, just west and east of Highway #149. City Planner Runkle introduced the proposal, indicating that it was a cleaning up process. Mr. Wayne Tauer was present on behalf of the applicant and indicated that there was a need to clear up legal descriptions and provide for an immediate development by Consolidated Freight. There was no one present from the public. McCrea moved, Harrison seconded the motion to recommend approval of the preliminary, subject to the following conditions: .1. The trunk storm sewer facility to serve this development shall be ordered for installation by Council action prior to final plat approval. 2. The construction of Yankee Doodle Road from Minnesota Highway #149 to the east for approximately 1,000 feet will be required with this development. A' temporarly cul-de-sac will be required at the east end of Yankee Doodle Road. = 3. The upgrading of the frontage road on the east side of Minnesota Highway #149 will be required with this development. The cul-de-sac at the south end of the frontage road shall have a .60 foot radius. 4. A detailed grading plan showing the proposed improvements for each lot must be submitted and approved prior to final plat approval. 11 Agenda Information Memo, July 21, 1987 CONDITIONAL USE PERMIT AND VARIANCE RUS-DEL INVESTMENTS FOR HILLTOP PLAZA G. Conditional Use Permit and Variance for a Car Wash Located Within an NB District, a Pylon Sign and a Variance for Lot Coverage for Rus -Del Investments --A public hearing was held before the Advisory Planning Commission at their last regular meeting held on June 23, 1987, to consider a conditional use permit for a car wash and variances for a pylon sign and lot coverage. The APC recommended denial stating the main problem to be the deviation in lot coverage. The applicant has withdrawn this application. For additional information on the item, refer to the staff report and APC minutes reviewed for New Business Item F. ACTION TO BE CONSIDERED ON THIS ITEM: There is no action required, however, the minutes should reference that the application was withdrawn at the request of Rus -Del Investments. / T3 Agenda Information Memo, July 21, 1987 PRELIMINARY-PLAT/GOPHER EAGAN INDUSTRIAL PARR 2ND ADDITION H. Preliminary Plat for Gopher Eagan Industrial Park 2nd Addition Consisting of 8 Lots and 2 Outlots on Approximately 83.97 Acres and a Site Plan for a Trucking Company on 1 Lot --A public hearing was held before the Advisory Planning Commission at their last regular meeting held on June 23, 1987, to consider an application for a preliminary plat that includes 9 lots and 2 outlots on approximately 84 acres designated for industrial use within the Gopher Eagan planned development. Also submitted is a site plan for a trucking company. The APC is recommending approval of both the preliminary plat and site plan. For copies of the Planning and Engineering Departments reports on this item, refer to pages � through �. For a copy of the APC action on this item, refer to pages) 4*4/. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny 1) a preliminary plat entitled Gopher Eagan Industrial Park 2nd Addition and 2) a site plan for a trucking company located on Lot 1. (.l b CITY OF EAGAN SUBJECT: PRELIMINARY PLAT (GOPHER EAGAN INDUSTRIAL PARK 2ND ADDITION) APPLICANT: GOPHER SMELTING & REFINING COMPANY LOCATION: SE 1/4 SECTION 11, SW 1/4 EXISTING ZONING: PLANNED DEVELOPMENT (GOPHER EAGAN) DATE OF PUBLIC BEARING: JUNE 23, 1987 DATE OF REPORT: JUNE 17, 1987 REPORTED BY: PLANNING & ENGINEERING DEPARTMENTS APPLICATION: An application has been submitted requesting a preliminary plat for 9 lots and 2 outlots on approximately 84 acres designated for industrial use within the Gopher Eagan Planned Development. This mixed use P.D. approved in 1976 for a 15 year period consists of 423 acres with the following breakdown. Office 19 acres Residential 44 acres Park & Ponding 33 acres Industrial 289 acres Streets & ROW 38 acres This proposal will plat all of the industrial land on the north side of Yankee Doodle Road into three blocks. This is consistant with the original P.D. Agreement. East of Highway 149 is a 3.4 acre lot to be developed immediately by Consolidated Freight. EXISTING CONDITIONS: Currently the land is undeveloped except for the Yankee Doodle Road, Highway 149 intersection where the Gopher Smelting facility is located on the west side of Highway 149 with Minnesota Pump and Twin City Wire and Fence on the east. The City's Comprehensive Plan calls for the extention of Yankee Doodle Road to Inver Grove in the future. This plat will bring that extention to within approximately 1/4 mile of the City boundary. The topography varies from open flat grassland to rolling hillsides. Mature vegetation is sparse and of little value. The industrial use matches the land quite well. This site is surrounded by Eagandale industrial land and the Burr Oak Hills Addition on the north, west, and east. Mixed uses within the P.D. and Wescott Hills (R-3) land is to the south. The Williams Pipeline easement crosses through this site in a SW -NE manner. /7,5 Block 1 contains 6 lots totaling approximately 22 acres. Lots 1-14 will be serviced from an existing drive from Highway 1149. Lots 3 & 14 contain Twin City Wire and Fence and Minnesota Pump respectively. All Code setback requirements have been maintained and both buildings are within the 35% lot coverage permitted in Li districts. Block 2 is the triangular 1.97 acre lot between the railroad tracks and Highway 1149 on the east. Block 3 contains the existing smelting plant on Lot 1 (36.2 acres) and two Outlots B (10.8 acres) and C (13.33 acres) to the west. Consolidated Freight (Lot 5) contains one building for office/warehouse use. Code requires 29 auto parking stalls, 29 10' wide stalls have been provided. All Code setbacks have been maintained. The preliminary landscape plan has been submitted demonstrating berming and a variety of plant materials--consistant with the City's _ landscape policy requirements. The trash enclosure will be incorporated into the building design and no pylon sign is requested. The applicant is aware of the City's concern that rooftop fan units not be visable. 8� UTILITIES: Sanitary sewer of sufficient size, capacity and depth is available to serve the proposed industrial park. Outlots C and B and the west half of Lot 1 of Block 3 are to be served by an existing 12" sanitary sewer along Mike Collins Drive. The east half of Lot 6, Block 1 is to be served by the sanitary sewer in the Burr Oaks Development. The remainder of the development is to be served by the existing trunk sanitary sewer system along MN. Hwy. 149. The application material submitted indicated that an 8" sanitary sewer would be installed on Yankee Doodle Road from MN Hwy. 149 to the east to Yankee Doodle Court. This 8" line would serve Lot 5, Block 1 the west half of Lot 6, Block 1, and the Gopher Eagan First Addition. The lower elevations on the east half of Lot 6 of Block 1 require that this area shall be served by the sanitary sewer in the Burr Oaks Development. An 8" line should be provided to this lot from the Burr Oaks Development. Water service for the proposed industrial park of adequate pressure and capacity is available along MN Hwy. 149 and Yankee Doodle Road west of MN Hwy. 149. The application material submitted indicated that a 12" watermain would be installed on Yankee Doodle Road from MN Hwy. 149 to the east to Yankee Doodle Court. GRADING AND DRAINAGE: The grading plan submitted with this application covers only Lot 5, Block 1. Therefore, this review and approval process will only apply to grading for Lot 5, Block 1. The site plan for Lot 5, Block 1 shows that the proposed grades will basically match the existing grades. The most severe grading will occur in the northeast corner of the lot where approximately 8 feet of fill will be required. The drainage plan submitted will need to be revised and resubmitted. The proposed improvements will require a major trunk storm sewer line to be installed because the drainage facilities in the area is inadequate. The proposed trunk storm sewer line will handle the runoff from the upgraded frontage road along the east side of MN Hwy. 149 plus the new section of Yankee Doodle Road. The new storm sewer will also be sized to drain approximately 33 acres along Yankee Doodle Road to the west of MN Hwy. 149 as per the City's Comprehensive Storm Sewer Plan. The major trunk storm sewer line will also serve Lots 1 through 6 of Block 1 plus the Gopher Eagan Industrial Park 1st Addition. The total drainage area to be served by this storm sewer line is approximately 80 acres. The storm sewer line shall be constructed to Pond GP -1, located in the Burr Oak Development. The developer should petition the City to install the trunk storm sewer facilities to serve the proposed development. /7 EROSION AND SEDIMENT CONTROL: No erosion sediment control plan was submitted with the application STREETS/ACCESS/CIRCULATION: To provide access to Lots 5 and 6 of Block 1, the developer is proposing to construct Yankee Doodle Road from MN Hwy. 149, east 1000 feet. Yankee Doodle Road would be constructed to Dakota County standards with a rural design section. The east end of Yankee Doodle Road will require a temporary cul-de- sac. The access to Lots 5 and 6 of Block 1 onto Yankee Doodle Road shall be opposite the proposed location for Yankee Doodle Court. The frontage road along the east side of MN Hwy. 149 shall be upgraded to City standards for a commercial street with an urban design section. The south end of the frontage road will require a cul-de-sac. The intersection spacing requirements on Yankee Doodle Road will not allow the frontage road to connect to Yankee Doodle Road. Street access must be provided to Lot 2, Block 1. Outlot A is intended to provide the right-of-way for this future street. EASEMENTS/RIGHT-OF-WAYS: Drainage and utility easements shall be dedicated on the final plat as required by the City. Yankee Doodle Road will require a 120 foot right-of-way and the frontage road will require an 80 foot right-of-way with a 60 foot radius for the cul-de-sac. PERMITS: A permit is required from the Metropolitan Waste Control Commission to allow a connection to the existing trunk sanitary.sewer located along MN Hwy. 149. Construction of the storm sewer line along the Williams Brothers Pipeline will require the acquisition of a permit from the Pipeline Company. The acquisition of all regulatory agency permits for the utility system installation will be the responsibility of this development. ASSESSMENTS: The following Gopher Eagan Industrial Park for trunk area sanitary sewer: PARCEL #k 10-01100-010-76 10-01200-010-51 010-55 010-56 010-57 020-57 012-80 parcels proposed for platting into the 2nd Addition were previously assessed PROJECT 49/50 29 29 29 29 29 29 The following parcels were also previously assessed for water area: 17S .r f usur1Vr. 4 10-01200-010-56 010-57 -020-57 PROJECT # 29 50/179 50/179 The following parcels were also previously assessed for storm sewer trunk: PARCEL # 10-01100-010-76 010-51 010-55 010-56 010-57 020-57 012-80 PROJECT # 381 381 381 381 319 319 319 The following parcels were also previously assessed for lateral benefit sanitary sewer trunk: PARCEL # PROJECT # 10-01200-010-56 29 010-57 29 020-57 29 The following parcels were also previously assessed for water lateral benefit from trunk: PARCEL # PROJECT # 10-01200-010-56 29 010-57 29 020-57 29 Parcel Numbers 10-01200-010-51 and -10-01200-010-55 have pending assessments for water area related to project number 447 which was assessed in September of 1986. ` In addition, parcel number 01-01200-010-55 has a pending assessment for water lateral benefit related to project number 447. As a condition of final plat approval, the development will be responsible for the following proposed assessments: PROJECT # DESCRIPTION USAGE RATE QUANTITY AMOUNT 447 Water Area Upgrade C/I 1920/acre 33.11/acre $63,571 447 Water Area C/I 3170/acre 17/acre 53,890 447 Water lateral benefit C/I 20.55/ft. 1554.21 ft. 31,939 447 Yankee Doodle Road C/I 82.37/ft. 1287/ft. 106,010 447 Yankee Doodle Road C/I 92.76/ft. 1887.31 ft. 175,067 447 Trail - 12.40/ft. 3174.31 ft. 39,362 447 Sanitary Sewer lateral - 30.12/cf 400.00 ft. 12,048 TOTAL $481,887 Assessment rates are those in effect at the time of final plat approval. 79 CONDITIONS: Gopher Eagan Industrial Park 2nd Addition 1) The trunk storm sewer facility to serve this development shall be ordered for installation by Council action prior to final plat approval. 2) The construction of Yankee Doodle Road from MN Hwy. 149 to the east for approximately 1000 feet will be required with this development. A temporary cul-de-sac will be required at the east end of Yankee Doodle Road. 3) The upgrading of the frontage road on the east side of MN Hwy. 149 will be required with this development.. The cul-de-sac at the south end of the frontage road shall have a 60' radius. 4) A detailed grading plan showing the proposed improvements for each lot must be submitted and approved prior to final plat approval. 5) A 12" watermain and an 8" sanitary sewer shall be included with the improvements to Yankee Doodle Road east of MN Hwy. 149. 6) All regulatory agency permits shall be acquired within the time frame requirements of the affected agencies. 7) An erosion and sediment control plan shall be submitted before a grading permit is issued or before final plat is approved. 8) The development shall be responsible for all proposed assessment obligations based on rates in effect at the time of final plat approval and on final plat dimensions and areas. 9) All standard platting conditions shall be adhered to on Lot 5, Block 3. 10) The landscape plan shall be submitted on a grading plan. The financial guarantee shall not be released until 1 year after the installation date. 1 1) No roof top fan units shall be visible from the residential property to the north and Yankee Doodle Road on the south. A41 o. Cil a 0 x 13 Q N in 00 N '0 D J•: -� �• Vit'. ^ '� '.� �J; - � �' � "'tom• • ,*''..� R �^ ►J I�• ' �.i ;1: r - :r� J • R'-• .. :. 7 di rPr, L • ./ -� 't l ��., �. ,,� Yom• ,'• (, . i ,-` ._ iiR_ �i�'/j• , _may• SA40 • ._ .__. - '� , G'� •►. } ;./'1 �•' _ �;. 2 1 1 ,' 1 X71. r •' 71 So Ca ivy,. . •4 \ ?' • a� / _ _.. `\� � y. �- -.. - t ^ _�rv. _.W , rte,. � ••4yr `S•��r '`��+ - . , e ��_�'' ! _ `r '' • - � � •' 1,71 .. /KY .• ~N • r --�R. -- -� -1 :. -�� `-` _ _ ..�..° � ,sem:.- .'►-a!"� .�'� r*•- -�.:y.-.:�,,'^. m (1 D cn 22 o 70 m 1 m.� rn m z- ' $ p A y r o IE . GOPHER EAGAN INDUSTRIAL PARK 2ND ADDITION J V f CONSOLIDATED FREIGHT BITE PLAN Gopher Smelting and Refining Company 0311e 11WY 149 S -N l I" \ti 111 ''• CONSOLIDATED FREIGHT `, "- 1 1� Gopher Smelting and Refining Company J li ` � � '• 11 O i it _Ii wf GOPHER EAGAN CONSOLIDATED FREIGHT INDUSTRIAL PARK I milli[ Gopher Smelting and Refining Company J 3305 HWY tate MN GOPHER EAGAN CONSOLIDATED FREIGHT INDUSTRIAL PARK SITE PLAN 2ND ADDITION 2 Gopher Smelting and Refining Company J 3305 HWY tate MN � PIONEEq MI in Z U) G) z m m :1) fM (n 0 z (n —4 mm C: (n lz m 0 0 >-u Z I L in 6 15' 15 7— N -CC 12 18!, J5\ r. Jr 12" I N—T ........ ........ S... ..... .... ........... ... N -EE 15 X N - Z .V t 12" N . . . ........ A, N -W V-7 9". N- A A i : - N -BB 91 N GOPHER EAGAN INDUSTRIAL PARK 2ND ADD SUBJECT PARCEL FIG.- #2 city of eagan approved standard PUBLIC SANITARY SEWER plate WORKS MASTER PLAN DEPARTMENTI / ■ L_ 13 62.4/850 k LU�)50.0/76.0 1 16" 60 1 82.0: \24 T[I12"` 56 E # 5. f 5/91.0 67.OI,Q KILi;_�v f1� C 16 ! $ Al j A C R F S00, '.i BUR OAK 10 PARK H oAUT Et=4 j6 s 0 :I I ! IttNTER i , € € �.• - %; •�'' Y )ori-. £ 65 51.4172.01-- •6:4/76.0 I �• ,-;p1�QO5c-:,_ ) lily .c•;:• $�•`,4 Gi�b.t)~.. ;�.:��:_;,.- i -- 67:+:±i9>?{fi5.tPHER }:::' 7�a�-0:�;::;:.::. '�+Lfl�-:�_i•_'_: mac..._....— ._... ....__._ I 66 ! 24"60 NS?'fiI�,1 811 U HILLS48.9/660 --_...._.__....-__.._� 17.1/32.Q 61 IWESCOTT 10 M.G. OUND STORAGE \ — H.W. L. 1059 1 L6R 16 GARDEN LOTS �CACE Jf I ! ` S A R x63A 240 53.2/71.0 5 ` .� — UJ D'i1Otti,y' ';` _ WE57 P�ct_IS'ii': 9° id A C G `\ GOPHER EAGAN INDUSTRIAL PARK 2ND ADD city of eagan ' PUBLIC 11, F�_2__JWORKS 10 COC. 1 16� DEPARTME SUBJECT PARCEL WATER MASTEa PLAN FIG. +3 approved:- standard plate #: — m$ Cj) z z =i x > M M .33 < 0 cn 0 m 0 m m m r— m > 0 I > m 0 M. CC) In z m n =i E4 m m C= a G) m I :-A I.. R.. q-. EAGAN , %:::..ANDUSTRIAL PARK 2ND ADDITION PRELIMINARY PLAT. 3optw gmeiting and Hollnino Company /6?7 0 -------------- 0 0 T X m z Z. 0 C CO3 v. o� 11 --.—..—.,,.—.—.-.—..--7------ EAGAN , %:::..ANDUSTRIAL PARK 2ND ADDITION PRELIMINARY PLAT. 3optw gmeiting and Hollnino Company /6?7 0 -------------- 0 0 T X m z Z. 0 C CO3 v. o� 11 v i MmIch Lina 9e• 9h..t t— Y (n m ° a- Z a Z m O m O G 1 m a m m G Q GOPHER EAGAN PRELIMINARY PLAT 1 INDUSTRIAL PARK i +eltlnp and ADDITION onvany I 1 Z x m m m D Om O . m v n r c M O A v m L! J O u T 7r M M I, Z 11 GOPHER EAOAN INDUSTRIAL PARK 2ND ADDITION I PRELIMINARY PLAT g ano natuunq i-ompany APC Minutes June 23, 1987 4. The neighbors were very concerned about safety and aesthetics. 5. An agreement between the operator of the service bays, car wash and the PDQ appeared to be too tenuous for enforcement of Code requirements for service bays operated by service stations. 6. The developer did not have a proposed tenant for the service bays. All voted yes. This item will be heard July 21, 1987 by City Council. GOPHER EAGAN INDUSTRIAL PARK 2ND ADDITION - PRELIMINARY PLAT Chairman Hall next called the public hearing on the application of Gopher Smelting & Refining Company requesting a preliminary plat for•9. lots and 2 outlots on approximately 84 acres designated for Industrial use within the Gopher Eagan Planned Development on the north side of Yankee Doodle Road, just west and east of Highway #149. City Planner Runkle introduced the proposal, indicating that it was a cleaning up process. Mr. Wayne Tauer was present on behalf of the applicant and indicated that there was a need to clear up legal descriptions and provide for an immediate development by Consolidated Freight. There was no one present from the public. McCrea moved, Harrison seconded the motion to recommend approval of the preliminary, subject to the following conditions: 1. The trunk storm sewer facility to serve this development shall be ordered for installation by Council action prior to final plat approval. 2. The construction of Yankee Doodle Road from Minnesota Highway #149 to the east for approximately 1,000 feet will be required with this development. i A temporary cul-de-sac will be +: required at the east end of Yankee Doodle Road. 3. The upgrading of the frontage road on the east side "of Minnesota Highway #149 will be required with this development. The cul-de-sac at. the south end of the frontage road shall have a 60 foot radius. 4. A detailed grading plan showing the proposed improvements for each lot must be submitted and approved prior to final plat approval. /�d APC Minutes June 23, 1987 5. A 12 inch watermain and an 8 inch sanitary sewer shall be included with the improvements to Yankee Doodle Road east of Minnesota Highway #149. 6. All regulatory agency permits shall be acquired within the time frame requirements of the affected agencies. 7. An erosion and sediment control plan shall be submitted before a grading permit is issued or before final plat is.approved. 8. The development shall be responsible for all proposed assessment obligations based on rates in effect at the time of final plat approval and on final plat dimensions and areas. 9. All standard platting conditions shall be adhered to on Lot 5, Block 1. 10. The landscape plan shall be submitted on a grading plan. The financial guarantee shall not be released until one year after the,installation date. 11. No roof top fan units shall be visible from the residential property to the north and Yankee Doodle Road on the south. All voted yes. SILVER BELL 2ND ADDITION — COMPREHENSIVE GUIDE PLAN AMENDMENT, REZONING, PRELIMINARY PLAT & CONDITIONAL USE PERMIT Mr. Hall then convened the last public hearing of the evening in regard to the separate applications of Dallas Development for the rezoning of 25.35 Light Industrial acres to a mixed use Planned Development district that include the existing 8.3 acre parcel, and a preliminary plat consisting of 3 lots on 17.05 acres,.together with a conditional use permit for motor fuel sales. The site.is located along the west side of Highway #13 and is bisected by Silver Bell Road. Mr. Runkle indicated that the Land Use Plan designates the area as Industrial, requiring an amendment to the Comprehensive Guide Plan. He also advised that the applicant had previously been before the Planning Commission and had acquired additional land, allowing revisions to the plat which they wanted to -present to the Advisory Planning Commission. Mr. Bernie Frey was present on behalf of the developer, indicating that a private school (Tesseract) of approximately 20,000 square feet, would comprise one lot with a 30,000 square foot retail center on the second lot and a 115,000 square foot office showroom on the third lot. He indicated that service bays would be provided in conjunction with the gas pumps. 12 Agenda Information Memo, July 21, 1987 VARIANCE STEVE STENERSON I. Variance for Steve Stenerson of 10' to the Front Yard Setback on Lot 6, Block 2, Lakeside Estates --An application was submitted by Steve Stenerson requesting a 10' front yard setback variance that would allow a proposed home to be situated 20' from the front yard property line on Lot 6, Block 2, Lakeside Estates. The Engineering Division is recommending that the variance request be denied, stating that the absolute minimum allowable for two cars to park in a driveway without encroachment into the street is 401. The setback variance request would result in a vehicle encroachment into the street by 71. For a copy of the variance request as submitted, refer to pages through �. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the variance as presented by Steve Stenerson for Lot 6, Block 2, Lakeside Estates. �Y CITY OF EAGAN SUBJECT: VARIANCE APPLICANT: STEVEN STENERSON LOCATION: LOT 6, BLOCK 2, LAKESIDE ESTATES EXISTING ZONING: R-1 DATE OF PUBLIC HEARING: JULY 21, 1987 DATE OF REPORT: JULY 13, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION: An application has been submitted requesting a 10' front yard setback variance that would allow the house to be situated 20' from the front yard property line on Lot 6, Block 2, Lakeside Estates. The applicant argues that the purpose for the 10' variance is to accommodate a severe slope in the back portion of this lot. The slope declines so significantly that placement of a house at the 30' setback would require extensive foundation and block work, backfilling, and the construction of retaining walls. The 30' setback would also require the removal of several mature trees. Lakeside Estates area is characterized by severe changes in topographical conditions. As a consequence, several lots in this area have received variances, including an adjacent property located on Lot 7, Block 2 of Lakeside Estates. If this variance is approved by the Eagan City Council, all other applicable City ordinances should apply. Upon review of this application, the Engineering Division recommends that this variance request be denied. The absolute minimum allowable for two cars to park in a driveway without encroachment into the street is 40 feet. The setback variance request results in vehicle encroachment into the street by seven feet. It is recommended that the house be redesigned to better fit the lot and not compromise a City standard. /'�3 3. *E � azo PE lito� _C C O(JR W" /9v HCl UL T, I i�hl ,4°•_�yz� I�r'N i >5 T �c +r -r, a i 1 7! { r' s...�i�ne,.r...pry.s,..,.F,��r+rs/i^• `-a f :��n'1;a .r �Ni' 4,7 ,5 ..��nl Agenda Information Memo, July 21, 1987 VARIANCES/BRIDLE RIDGE ADDITION J. Variances for Three Monument Signs to Encroach into the Setback Along Elrene Road in Bridle Ridge --The Sienna Corporation has submitted an application requesting three (3) variances for entry monument signs along Elrene Road in Bridle Ridge Addition. For a copy of the Planning and Engineering Departments report regarding the proposed variances, refer to pages P through �. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the variances for entry monument signs as requested along Elrene Road in Bridle Ridge. 197 CITY OF EAGAN SUBJECT: VARIANCES APPLICANT: SIENNA CORPORATION LOCATION: ELRENE AND WESCOTT ROADS AND AT ELRENE AND BRIDLE RIDGE ROAD EXISTING ZONING: PLANNED DEVELOPMENT DATE OF PUBLIC HEARING: JULY 21, 1987 DATE OF REPORT: JULY 13, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENTS APPLICATION: An application has been submitted requesting three variances for entry monument signs along Elrene Road in Bridle Ridge. COMMENTS: The purpose for these variances is for the placement of entry monument signs within the Bridle Ridge P.D. The first location is on the SE corner of Wescott and Elrene Roads. The proposed sign location is such to save a 3' diameter oak tree and several 6" - 10" diameter pine trees. The sign will encroach into the required 10' setback and the boulder retaining wall will encroach 10' into the R.O.W. of Elrene Road. These locations are to minimize damage to the remaining trees and slopes. At the intersection of Elrene and Bridle Ridge Road, two entry monuments are being proposed. On Lot 22 on the NE corner, an entry sign would be placed along the R.O.W. of Elrene Road in the 10' setback area and one end of the wall/hedge would be 4.5' from the R.O.W. of Bridle Ridge Road. On Lot 16 on the SE corner of Elrene and Bridle Ridge Roads, the wall/hedge again would be 4.5' from the R.O.W. of Bridle Ridge Road. These two would provide a "balanced" entryview from Elrene to Bridle Ridge Road looking to the east. ENGINEERING CONCERNS: The proposed entry monument sign encroaches within a temporary 20' construction easement necessary for the construction of proposed sanitary sewer along Wescott Road. The proposed monument accents a triple oak which is approximately 16' to 18' from a 15'+ deep proposed sanitary sewer. It is doubted that during construction, the oak trees can be saved. The oak trees are approximately 6' to 8' above the proposed street grade. Staff recommends the sign construction not occur until after utility installation. The proposed 7' high boulder wall along Elrene Road encroaches within public R.O.W. and cannot be allowed. The proposed entry signs/fence/split-rock wall at the intersection of Elrene Road and Bridle Ridge Road encroach on the 10' wide drainage/utility easement. It is necessary for the City to preserve the easement for the use intended. The proposed construction shall not be allowed within the easement. /%9 V 7 41 • -..:. -. n - poy;;ra4 .. �a i`C +:::.. :,: � tir�r. •iflxc. . + � w < aar - ,v.v` /�Y4,�} t«ua,eee:. v tk?%•:�, 41r - cc 40 O F IDGE 10 SII -►� :; - op s� b $� 0 a - 1 „ � ot: 846. � RIsE �� � < � •o . ...... • X00 � o � 8, � :. '•; � � A 'h•�, ,' ;. v a tlb M Q . Foto Ck ccv CO qj 00 4 V;t: mi .�. c= � � � ��� � � moo. •• � � � y � � � �. ,, � �' � S. I --� .. � � �� � - � o� _ . z. 3 ,,.,,� ,; 7�d �' � _ mak= '�'� o � � g .�. � �� � � � o� p_ 2°� �� �. Agenda Information Memo, July 21, 1987 A. PUBLIC IMPROVEMENT CONTRACTS Item 1. Contract 87-16, Receive Bids/Award Contract (No. Nicols Road) --At 10:30 a.m. on Friday, July 17, 1987, formal bids were received for the completion of the upgrading of Nicols Road from Diffley Road to Beau D'Rue Drive. Enclosed on page ZO is a tabulation of the bids received showing the relationshi of the low bidder to the estimate contained within the Feasibility Report presented at the public hearing for Project 460 held on February 18, 1986. The final design for this project required the granting of a variance to State Aid standards by MN DOT. Formal approval of this variance and related detailed plans and specifications have not yet been received. The Public Works Director will provide a status of that approval at the meeting on July 21st. In order to protect the funding allocations from MN DOT on this State Aid Street, no contract can be awarded prior to formal approval by the State Aid Division. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bid for Contract 87-16 (North Nicols Road) and, dependent upon State Aid approval, award the contract to the lowest responsible bidder. WE 1. 2. 3. 4. 5. 6. N. NICOLS ROAD STREET IMPROVEMENTS CITY CONTRACT NO. 87-16 CITY PROJECT NO. 460B EAGAN MINNESOTA BID TIME: 10:30 A.M., C.D.S.T. BID DATE: FRIDAY, JULY 17, 1987 CONTRACTORS TOTAL BASE BID Valley Paving, Inc. $343,376.24 McNamara Contracting Co., Inc. 347,257.94_ _ Preferred Paving, Inc. 357,420.21 Bituminous Roadways, Inc. 370,248.55_ Alexander Construction Company, Inc. 394,175.50 Carl Bolander & Sons 439.004.54 Feasibility Report Estimate $384,944.00 Engineer's Estimate 384,260.75 % Under Engineer's Estimate -10.6% % Under Feasibility Report -10.80 Z07 Agenda Information Memo, July 21, 1987 Item 2. Contract 87-20, Receive Bids/Award Contract (E -Z Air Park - Storm Sewer and Eagandale Center Industrial Park 8th Addition - Water Main) --At 10:30 a.m. on Friday, July 17, 1987, the City received formal bids for the installation of utilities for the above referenced contract. Enclosed on page ZOis a tabulation of the bids received in a comparison of the low�b7 to the estimates contained in the Feasibility Report presented at the public hearings for each project. These bids will be checked for their accuracy with a formal presentation being provided by the Public Works Director on July 21st. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for Contract 87-20 (E -Z Air Park - Storm Sewer and Eagandale Center Industrial Park 8th Addition - Water Main) and award the contract to the lowest responsible bidder. 1. 2. 3. 4. 5. 6. 7. 8. 9. CITY CONTRACT NO. 87-20 WATER MAIN & STORM SEWER IMPROVEMENTS EAGANDALE CENTER INDUSTRIAL PARK 8TH ADDITION CITY PROJECT NO. 501 E -Z AIR PARK CITY PROJECT NO. 486 PRESSURE REDUCING STATIONS CITY PROJECT NO. 489 EAGAN MINNESOTA BID TIME: 10:30 A.M., C.D.S.T BID DATE: FRIDAY, JULY 17, 1987 F.F. Jedlicki $186,391.50 M & M Sewer 186,739.20 S.M. Hentges 193,765.00 0 & P Contracting 197,538.43 Lake Area Utility 211,299.90 J.P. Norex 215,298.50 Northdale Construction 219,465.50 Burschville Construction 222,821.20 Albrecht Excavating 256,228.30 IN Agenda Information Memo, July 21, 1987 Item 3. Contract 87-19, Receive Bids/Award Contract (Windtree 8th Addition - Streets and Utilities) --At 10:30 a.m. on Thursday, July 16, 1987, formal bids were received for the installation of these proposed improvements. Enclosed on page� is a tabulation of the bids received with a comparison of the low bidder to the estimate contained in the Feasibility Report presented at the public hearing. All bids will be checked for their accuracy with a formal recommendation being provided by the Public Works Director on July 21st. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for Contract 87-19 (Windtree 8th Addition - Streets and Utilities) and award the contract to the lowest responsible bidder. 2/0 WINDTREE 8TH ADDITION UTILITY AND STREET_ IMPROVEMENTS CITY CONTRACT NO. 87-19 CITY PROJECT NO. 503 EAGAN, MINNESOTA BID TIME: 10:30 A.M.,, C.D.S.T. BID DATE: THURSDAY, JULY 16, 1987 CONTRACTORS TOTAL BASE BID 1. A.P. Keller $229,724.75 2. Annandale Contr. 230,859.55 3. Northdale Construction 238,416.42 4. Lake Area Utility 239,768.59 5. M & M Sewer and Water 240,931.34 6. Holst Construction 241,363.90 7. Terra Builders 246,101.30 8. Nodland Associates 246,979.40 9. Brown and Cris 256,528.50 10. O & P Contracting 263,899.39 11. Richard Knutson 265,376.44 12. S.M. Hentges 268,675.52 13. Minn -Kota 289,050.94 Feasibility Report----------------------- $272.738.00 ENGINEER'S ESTIMATE---------------------- $283,250.00 % Under Engineer's Estimate -18.9% % Under Feasibility Report -15.8% 2(/ Agenda Information Memo, July 21, 1987 Item 4. Contract 87-24, Approve Plans/Authorize Ad for Bids (Stafford Place - Braddock Trail) --As a result of the public hearing for Project 87-24, (Stafford Place - Streets and Utilities), the Council authorized the preparation of detailed plans which have now been completed and are being presented to the Council for approval and authorization to advertise for competitive bids. The consulting engineer will be available to discuss details of this project and answer questions as they may arise. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plans for Contract 87-24 (Stafford Place - Grading and utilities) and order the advertisement for bid opening to be held at 10:30 a.m. on Friday, August 14, 1987. Item 5. Contract 87-27, Approve Plans/Authorize Ad for Bids (Well #10 - Cliff Road) --In response to Council directive, detailed plans have been completed for the development of Well #10 to be located adjacent to the Cliff Road Booster Station and reservoir. These plans are being presented to the Council for their approval and authorization to advertise for competitive bids. A consulting engineer or the Public Works Director will be available to answer questions pertaining to these plans and project. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plans for Contract 87-27, (Well #10 - Cliff Road) and authorize advertisement for bid opening to be held at 9:00 a.m. on Friday, August 14, 1987. Item 6. Contract 87-28, Approve Plan/Authorize Ad for Bids (Well #11 - Ashbury Road) --In response to Council directive, detailed plans have been completed for the development of Well #11 to be located in the southeast corner of the Blue Cross property along Ashbury Road. These plans have now been completed and are being presented to the Council for approval and authorization to advertise for competitive bids. The consulting engineer or Public Works Director will be available to answer questions pertaining to this project as may be necessary. ' ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plans for Contract 87-28, (Well #11 - Ashbury Road) and authorize advertisement for bid opening to be held at 11:00 a.m. on Friday, August 14, 1987. Item 7. Contract 87-30, Approve Plan/Authorize Ad for Bids (Country Hollow - Trunk Utilities) --If the project for the installation of these utilities is approved under the public hearing portion of this agenda, it would be appropriate to consider approval of the detail plans and authorization to advertise for competitive bids. Due to the developers guarantee of all costs incurred, the staff was able to proceed with the simultaneous preparation of detailed plans and specifications with the Feasibility Report to facilitate the construction schedule for the subdivision. 71Z Agenda Information Memo, July 21, 1987 The Director of Public Works will discuss the status of the necessary easements at the meeting on July 21st. The consulting engineer will be available to discuss the details of the project as the questions may arise. ACTION TO BE CONSIDERED ON THIS ITEM: To approve plans for Contract 87-30 (Country Hollow - Trunk Utilities) and authorize the advertisement for bid opening to be held at 1:30 p.m. on August 14, 1987. 2r3 MEMO TO: HONORABLE MAYOR AND CITY COUNCILMEMBERS FROM: CITY ADMINISTRATOR HEDGES DATE: JULY 17, 1987 SUBJECT: INFORMATIVE FIRE DEPARTMENT MONTHLY REPORTS Enclosed on pages ;r(a through U are the March and April monthly reports for the Eagan Volunteer Fire Department. THE FOLLOWING ARE REPLACEMENT SEASONAL PARR MAINTENANCE WORKERS At the July 7, 1987 City Council meeting, action was taken to allow the City Administrator to approve the replacement of temporary seasonal maintenance workers for the remainder of 1987. In the Streets Department a permanent maintenance worker was injured so the City has filled the vacancy by hiring Curt Schultz to begin work on July 17, to fulfill a maximum 67 day seasonal term. Also a maintenance employee in the Parks Division suffered a broken leg (off the job) and another seasonal maintenance worker has had to take five weeks of leave in order to fulfill a military commitment. Those persons are being replaced by Peter Hafstad and Gary Rutherford, both who begin employment on July 9, 1987. ACCOMMODATIONS Enclosed on'pages through ZI Z— is an accommodation for Jon Hohenstein, Administrative Assistant and Bill White, an Eagan Police Officer. PROTECTIVE INSPECTIONS MONTHLY REPORT Enclosed on pages 77-0 through 7,7-3 is the Protective Inspections monthly report for June,, 1987. DAKOTA COUNTY HRA // Enclosed on pages through 7 -IL is a copy of the most recent monthly status report for assisted housing and community development as prepared by the Dakota County HRA. INSURANCE SUMMARY Enclosed without page number is a copy of the insurance summary for the City of Eagan. This item will be considered at the August 4, 1987 meeting. ACTIVITY REPORT Enclosed without page numbers is the July 2 - 15 activity report for the Police Department. SPRINGSTED LETTER Enclosed is a copy of a Springsted letter for summer issue 1987. 1987 SPRINKLING BAN - STATUS On July 15, the temporary connection for Well #9 was completed which provides an additional 1,250 gallon per minute water supply to our storage and distribution system. With this additional Well on line and continuous monitoring of our system, the Public Works Director and Utility Superintendent have determined that it would be appropriate to lift the sprinkling ban effective July 20, 1987. SPECIAL ASSESSMENT SCHEDULE - SUMMER 1987 There are 17 projects that will be ready to have their Final Assessment Hearing scheduled during August and September of 'this year. Enclosed on page Z7 is the schedule which shows the various stages of the final __a�sTTsessment process from Final Contract Report to County Certification. This is meant to provide the Council with some advance notification of the types of projects to be final assessed and what meetings the staff is scheduling these Final Assessment Hearings for. If the Council has any specific questions or concerns regarding any of these projects, they should be forwarded to the Public Works Director as soon as possible. /S/Thomas L. Hedges EAGAN VOLUNTEER FIRE DEPARTMENT MONTHLY REPORT FOR MONTH OF April 1987 WORK PERFORMED TYPE MAN HOURS Fire/Rescue 1.218 Training 571 Truck & Equipment Maintenance 331 Station Maintenance 131 Fire Prevention 41 Administrative 485 TOTAL 2,777 MANPOWER STATION #] STATION #2 -STATION #3 .Available Nights 14 14 9 Available Days 6 4 3 Available Days and Nights 3 5 3 Available Rotating 3 1 4 On Leave 0 1 0 Rookies 0 0 0 TOTAL 26 25 19 FIRE/RESCUE TYPE NUMBER $ LOSS Structure 8 20,000 Grass 13 Vehicle 4 False 5 r Medical 4 Other 2 TOTAL 36 20,000 LARGE DOLLAR LOSSES DATE NAME LOCATION OCCUPANCY $ LOSS 04/29/87 4510 Ridgeview Car in garage 20,000 r EAGAN VOLUNTEER FIRE DEPARTMENT MONTHLY REPORT FOR MONTH OF March 1987 WORK PERFORMED TYPE MAN HOURS Fire/Rescue 1 126 Training 747 Truck & Equipment Maintenance 156 Station Maintenance 139 Fire Prevention 60 Administrative 427 TOTAL 2,655 MANPOWER STATION #] STATION #2 STATION #3 Available Nights 14 14 9 Available Days 6 4 3 Available Days and Nights 3 5 3 Available Rotating 3 1 4 On Leave 0 1 0 Rookies 0 0 0 TOTAL 26 25 19 FIRE/RESCUE TYPE NUMBER $ LOSS Structure 4 152-,000 Grass 15 Vehicle 7 2,000 False 6 Medical 6 Other 0 TOTAL 38 154,000 LARGE DOLLAR LOSSES DATE NAME LOCATION OCCUPANCY $ LOSS 03/03/87 Highway 13 & Cedar Car fire 1,000 03/03/87 Norgas Propane Structure 150,000 03/21/87 Highway 55 Roof fire 2,000 03/27/87 35E & Lone Oak Car fire 1,000 zip r+r+•+T /r.T A /P1 r July 14, 1987 Mayor Bea Blomquist City of Eagan 3830 Pilot Knob Road, P.O. Box 21199 Eagan, MN 55121 Dear Mayor Blomquist: On behalf of the Eagan Airport Relations Committee and on behalf of myself personnally, I would like to extend sincere thanks to Mr. Jon Hohenstein, Administrative Assistant. Over the past two or more years, he has devoted countless hours of hard work to the furtherance of the aims of the City Council and of our City in our relations with the Minneapolis -St. Paul -Inter- national Airport. His consistent dedication, thorough advance preparation of meeting agendae and supporting documents, the countless letters to public officials and his outstanding communications skills have been invaluable to us. Mr. Hohenstein's preparation for and presentation before the Metropolitan Airport Sound Abatement Committee (MASAC) of the Metropolitan Airport Commission (MAC) on behalf of the cities of Eagan and Mendota Heights on April 25, 1987., was truly a masterpiece of logic, fact, sequence and public relations which-.__ undoubtedly has paved the way for long-term improvement in relations between our neighborhoods in Eagan and the airport -- not to mention the strengthening of the solidarity of position between the cities of Eagan and Mendota Heights. As a committee appointed by the Eagan City Council to serve the City, we have been guided and advised by Mr. Hohenstein in a fashion which has made our jobs easier and certainly more enjoyable. Mr. Hohenstein is to be commended for his unselfish dedication and public service. It is requested that this letter be read and entered into the public record at the next Eagan City Council meeting. It is also requested that a copy of this letter be placed in Mr. Hohenstein's personnel record. (J)ohnP11'.—Gusti'an JUJIV 1 619,87 June 15, 1987 Mr. Jay Berthe, Police Chief P.O. Box 21-199 Eagan, Minnesota 55121 Dear Police Chief Berthe: My husband and I would like to take this opportunity to properly thank one of "Eagan's Finest"; police officer Mr. Bill White. We had the need to call the Eagan police on Sunday, June 7, to report a particular Incident; a young man living and sleeping In his run down car less than 1/4 mile from our home. You may say that this man was "down & out"; no money, no place to go. After the matter was taken care of, Officer White came over and discussed the situation with us since we were the ones who reported the Incident In the first place. Both my husband and I had the nicest conversation with Officer White and we were impressed with his genuine concern for the man and for us as well. To us, Officer White seems to be ideal for his Job; knowledgable, law-abiding, deep concern for people, caring, and hard-working. In closing, we want to say we are glad he is on Eagan's police force. It gives us peace of mind to know that there are people like him on the force. Thank you, Officer White for a Job well done! Sincerely, Ma & Sheldon Ramnarine 3785 Nicols Rd. Eagan, MN. 55122 cc. Officer Bill White Mayor Bea Blomqulst V9 PROTECTIVE INSPECTIONS MONTHLY REPORT - JUNE 1987 NUMBER OF PERMITS ISSUED THIS MONTH YEAR-TO-DATE Electrical 174 1,044 Plumbing 87 636 HVAC 123 754 Water Softener .5 75 Signs 27 71 Well, Cesspool, Septic Tank 2 3 NATURE OF BUILDING PERMITS ISSUED MONTHLY TYPE NO. VALUATION PERMIT FEE PLAN REV FEE TOTAL FEES 3 FOUNDATION 1 $ 15.00 $ r 15.00 354 SINGLE FAMILY 62 6,725,500 32,484.00 16,242.00 155,363.00 34 DUPLEX 4 243,000 1,464.50 732.25 9,126.25 79 TOWNHOUSE 8 508,000 3,006.00 1,503.00 18,379.00 3 CONDO 0 4 APT BLDGS 0 0 AGRICULTURAL 0 19 COMMERCIAL 8 4,302,000 11,078.70 5,539.35 94,726.05 59 COMM/IND REMODEL 7 210,100 1,411.30 619.30 2,136.10 3 COMM/IND ADDITION 1 70,000 398.50 199.:25 632.75 0 INDUSTRIAL 0 0 INSTITUTIONAL 0 1 PUBLIC FACILITIES 0 23 RES. GARAGES 5 27,200 313.50 327.50 20 RES. ADDITIONS 3 42,800 378.50 142.50 543.00 10 SWIM POOL 4 34,500 329.00 107.50 454.00 154 MISCELLANEOUS 45 338,260 2,909.90 310.75 3,394.65 2 DEMOLISH 1 15.00 15.00 1 HOUSE MOVES 0 1 ADJUSTMENTS 770 TOTALS 149 12,501,360 53,803.90 25,395.90 286,112.30 YEAR-TO-DATE 80,487,719 334,278.85 161,772.60 1,85051468.45 AZO el c PROTECTIVE INSPECTIONS - MONTHLY REPORT DATE JUNE 1987 MULTI -FAMILY BREAKDOWN TYPE _ MO. # OF PERMITS MO. # OF BUILDINGS YTD # OF BUILDINGS MO. # OF UNITS YTD. # OF OMITS # OF PERMITS VOIDED # OF UNITS MOVED I DUPLEX.. 4 2 17 4 34 3-PLE% , 4-PLE% 8 2 18 8. 72 5 -PLEB 6 -PLEB 2 12 7-PLE% 8 -PLEB 10-PLEX ' 12-PLEX 16 -PLEB 3 48 APT. BLDG. 4 96 OTHER TOTAL: 12 4 44 12 262 r I.- r r r r r r r r r r r r r- r w r w ro td M r w w w w w w w w w w w w w w w V .i W d 00 V -4 V V V V V V V -4 V V Ln T 3 �. 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W .D ^' a 9 a a tto o O N N V N N OD N O O C In �.n In V+ In In In In {i1 H V N N 00 H Ln w � OI C% Ln Ln o iv r to w O% w a` V r 00 w 0'=J Cn 00 00 r r V N T O C� O� N ., W C.i O Ln Ln N P- V V N V O In O Ln N N N O C=J O O O O In In Ln In In O O O O In to In O Cn n n n n n n n n n n n n n n n n n 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 ►,d a Z z z z z 3 z z n O t+i t+i t+J trJ LTJ t+i tai C7 t+7 t+7 th t=i m W m C C* 3 z d E E ro ro H z CA O Cr C z t�J r �D 00 V r PROTECTIVE INSPECTIONS MONTHLY REPORT - JUNE 1986 NUMBER OF PERMITS ISSUED THIS MONTH YEAR -TO -DAIS Building 191 806 Electrical 192 884 Plumbing 83 37 HVAC Water Softener 162 25 740 Signs 3 12 159 Well, Cesspool, Septic Tank 340.00 s I 24,790.00 ; 1 NATURE OF BUILDING PERMITS ISSUED PROTECTIVE INSPECTIONS - MONTHLY REPORT DATE JUNE 1986 MHLTT-FAMTI.T RRFArnnWB TYPE # OF PERMITS # OF # OF BUILDINGS UNITS VALUATION PERMIT FEES SURCHARGE PLAN REVIEW FEES TOT FEES DUPLEX 6 3 6 390,000 1,956. 193.00 978.00 $ 12,634.00 4-PLEX 12 3 12 683,600 3,624. 340.00 1,812.00 24,790.00 5-PLEX 5 1 5 345,000 1,700• 172.50 850.00 10,645.00 7-PLEX 46.50 COMM RI L 1, B 1, TOWN CTR 100 Isr COMPANY ` 8-PLEX 9• 5 72 3,022,000 9,202. 1,511.00 1,629.00 105,298.00 APT. BLDG 1 1 1441 5,760,000 14,583. 1,538.00 7,291.50 216,370.50 12-PLEX 1 1 12 616,000 1,723. 308.00 861.50 21,144.50 TOTALS 34 14 251 10,816,600 34,788, 4,062.50 13,422.00 390,882.00 PAK W64PTA7 /rQn"QTOrA1 L TWQTTTnTTnWAt nocA� BLDG PERMIT STATE PLAN REV PERMIT # ADDRESS 8 LEGAL OWNER VALUATION FEE SURCHARGE FEES TOTAL FEES OCCUF 12215 08 SIB MEM HWY DAKOTA CTY. L 123, B 1, CEDARVALE OFC REALTORS $ 13,000 $ 98.50 j 6.50 $ 49.25 $ 154.25 COMM RI 12217 1200 YANKEE DOODLE RD FEDERAL LAND 3,500 44.50 2.00 — 46.50 COMM RI L 1, B 1, TOWN CTR 100 Isr COMPANY 12186 3815 NICOLS RD BRAD RAGIN L 2 B 25 SECT 19 TIRE CO30,000 193.00 15.00 96.5 304.50 COMM R1 12138 4030 PILOT KNOB RD ST JOHN NEUMAN CHURCH 15,372 116.50 8.00 58.25 182.75 CO14! R' 1325 EAGANOAC CT OPUS CORP 12152 69,500 343.00 35.00 171.5 549.50 COMM R 680 DIFFLEY RD 12153 NW BELL TELE 25,0 2 170.50 12.50 85.25, 268.25 COMM N DAKOTA PON 10 COUNTY Z r � Serving People and Communities DAKOTA COUNTY HOUSING & REDEVELOPMENT AUTHORITY 2496 - 145th STREET WEST ROSEMOUNT, MINNESOTA 55068 612-423-4800 M E M O R A N D U M TO: HRA Commissioners; Dakota County Commissioners; City Managers; Tom Novak, County Administrator; and Dakota County Planning Department FROM: Mark S. Ulfers, Executive Director SUBJECT: STATUS REPORT FOR ASSISTED HOUSING AND COMMUNITY DEVELOPMENT DATE: July 9, 1987 Enclosed is the June Status Report for all Assisted Housing Programs and Community Development Programs currently being operated in your community and a summary sheet for Dakota County. If you would like to also receive reports cn other Dakota County communities, please call Lori Zierden of our staff. Enclosures zzicZ "AN FOUAL OPPOPTUNITY FMPI0YFR" 0. Status Report for Dakota County** June, 1987 Amount * + = Increase/- = Decrease **Numbers for the City of South St. Paul are included in Assisted Housing, Rental Rehab, and Weatherization, but are excluded from the rest of the Community Development programs; South St. Paul operates separate Community Development programs. 216 of ASSISTED HOUSING Elderly Family Total (+/-)* Section 8 Existing - Certificates 425 1,128 1,553 -6 Section 8 Existing - Vouchers 18 100 118 +12 Moderate Rehab 4 21 25 0 Section 8 New Construction 247 300 547 0 Low Rent Housing 380 182 562 0 235 Home 0 41 41 0 236 Rental 0 526 526 0 TOTAL ASSISTED HOUSING 1,074 2,298 3,372 +6_ Amount of COMMUNITY DEVELOPMENT Elderly Family Commercial Total Increase MHFA Home Improvement Loan 33 143 0 176 4 MHFA Home Rehab Loan .63 77 0 140 0 MHFA Home Energy Loan 10 80 0 90 0 Rental Rehab 38 47 0 85 0 CDBG Rehab Loan 87 127 0 214 0 CDBG Rehab Loan - Mobile Home 1 24 0 25 0 MHFA Solar Bank Energy Loan 0 8 0 8 0 312 Loan Residential 4 15 0 19 0 312 Loan Commercial & Mixed Use N/A N/A 3 3 0 Weatherization 332 1,334 0 1,666 12 TOTAL COMMUNITY DEVELOPMENT 568 1,855 3 2,426 16 * + = Increase/- = Decrease **Numbers for the City of South St. Paul are included in Assisted Housing, Rental Rehab, and Weatherization, but are excluded from the rest of the Community Development programs; South St. Paul operates separate Community Development programs. 216 t Status Report for the City of Eagan June, 1987 Amount * + = Increase/- = Decrease 2� of ASSISTED HOUSING E1_ derly Family Total (+/-)* Section 8 Existing - Certificates 45 214 259 -4 Section 8 Existing - Vouchers 12 66 78 +6 Section 8 New Construction 0 33 33 0 Low Rent Housing 0 17 17 0 236 Rental 0 144 144 0 TOTAL ASSISTED HOUSING _7 474 T31 +2 Amount of COMMUNITY DEVELOPMENT Elderly Fa® milt' Total Increase MHFA Home Improvement Loan 2 9 11 1 MHFA Home Rehab Loan 3 3 6 0 MHFA Home Energy Loan 1 7 8 0 CDBG Rehab Loan 1 3 4 0 Weatherization 5 60 65 1 TOTAL COMMUNITY DEVELOPMENT 12 82 94 2 * + = Increase/- = Decrease 2� za1 7-14 !'i'f's FINAL ASSESSMENT ROLL PREPAHAIOH/SCHEDULB Final Contract Overhead Final Assat. Council Mtg. Council Mtg. Certification Project # Description_ Report Calculations Roll Prep Present Roll Public Hearing to County �(Deanna) Jerry B. (Ken D.) (Mike/Ed) (Tom) (Deanna) 450 Williams & Larue Done Done July i July 7 Aug. /$ Sept. -4- j$ 1st & 2nd Add. (utilities) 464 Wyndham Corp. Center (streets & utilities) July 8 July 10 July 15 July 21 Aug. 18 Sept. 18 4488 Wilderness Ponds (trunk storm) 455 Deerwood Drive (streets & utilities) 469 Towerview Road (streets) 472 Clearview Addition. (streets) 474 Eagandale Lemay Lake 2nd (streets & utilities) 476 Highview Avenue (streets) — — — — — — — — — — — — — — — — — — — — 470 — — Greensboro 1st July 22 July 24 July 29 Aug. 4 Sept. 1 Oct. 2 (streets & utilities) 475 Daniel Drive (streets & utilities) 481 Blueberry Circle (storm sewer) 444 Holland Lake (trunk storm) 442 U.P.S. 1st Addition Aug. 5 Aug. 7 Aug. 12 Aug. 18 Sept. 15 —r Oct. 15 (streets & utilities) 460A South Hicols Road (streets) 467 Wescott Road (streets & utilities) 477 Windtree.7th (streets & utilities) 490 Woodgate Lane — — (streetlights)_ za1