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03/07/1985 - Advisory Parks & Recreation Commission AGENDA ADVISORY PARKS RECREATION COMMISSION EAGAN, MINNESOTA EAGAN MUNICIPAL CENTER 7:00 P.M. MARCH 7, 1985 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE. 2. APPROVAL OF AGENDA AND MINUTES OF MEETINGS, FEBRUARY 7 FEBRUARY 21. 3. DEVELOPMENT PROPOSALS: a. Frontier Midwest Hampton Heights residential b. Northwest Airlines Northwest Airlines 1st Addition commercial c. United Parcel Service U.P.S. 1st Addition commercial d. Opus Corporation Eagandale Office Center commercial e. M.G. Astleford Galaxie Court commercial f. M.G. Astleford Lind Addition commercial g. Overhill properties Overhill Farm 2nd Addition commercial 4. NEW BUSINESS None 5. OLD BUSINESS a. Oak Chase Park play equipment plan. 6. PARK DEVELOPMENT a. Fish Lake Park plan review. b. Cost estimate review spring park project. c. Athletic site acquisition update. 7. OTHER BUSINESS REPORTS a. Commission objectives continued from 2/21/85. b. District 196 elementary site acquisition. 8. ADJOURNMENT M MO TO: ADVISORY PARKS RECREATION COMMISSION i FROM: KEN VRAA, DIRECTOR OF PARKS RECREATION J/ DATE: MARCH 5, 1985 RE: MARCH 7 COMMISSION MEETING After approval of the agenda, the minutes of the February 7 and 21st Commission meetings are in order for approval. There are seven items to be considered under "Development Proposals The first proposal is Frontier Midwest Hampton Heights. Advisory members will recall that this item was reviewed by Planning Assistant, Greg Ingraham, at the last Commission meeting; however, no action was taken because the Advisory Planning Commission had deferred action for 30 days. The Advisory Planning Commission has subsequently approved this preliminary plat application. Minor revisions were made to the plat, generally with the alignment of the streets. Lot sizes have remained essentially the same. Enclosed with the packet is the Planning and Engineering Departments review, as well as the revised street alignment. Staff is recommending that a cash dedication requirement be a condition of plat approval. Review of trails within this service section and this plat will need to be discussed prior to a recommendation. Items 2, 3, 4, 5, and 6 on the agenda are commercial and industrial development proposals. In reviewing these preliminary plat applications, it would be appropriate for the Advisory Commission to recommend a cash dedication requirement consistent with the commercial /industrial dedication policy for each of these preliminary plats. The last item under "Development Proposals" is the 2nd Addition for Overhill Properties. Members may recall that in the Overhill 1st Addition, the dedication of 2.75 acres of parkland was made (South Oaks Park). Excess land dedication within the 1st Addition will provide a credit towards the cash dedication in the 2nd Addition, reducing the cash amount to $3,819.00. There are no items under "New Business The first item under "Old Business" is discussion of Oak Chase Park. At the February 21 Commission meeting, staff indicated it would prepare a cross section from the street through the play equipment to the tennis court. This cross section and revised park plan layout should give the Commission sufficient information to make a final determination as to how to best provide for safety within the area. The first item under the "Parks Development Program" concerns Fish Lake Park. Staff is completing the detailed grading and layout plans for the park and would like to review minor revisions contemplated for the first phase development. These changes will further minimize the amount of asphalt and curb, while maximizing the limited amount of green space. Staff also believes that this plan, combined with a balanced approach to landscaping, will lessen the impact of the special use facility on the adjacent single family residents and multiple family dwelling. The second item under the "Parks Development Program" has to do with the cost estimate review for all four parks scheduled for spring construction. The cost estimates are in preparation at this time. The "time line" for the spring construction project has been revised from the original projection. Staff is now contemplating an award of the contract for the four parks at the April 16 City Council meeting. A time line for bid opening, advertisement. etc. has been adjusted accordingly. This represents a three —week extension of original dates. The third item under the "Parks Development Program" is an update on the athletic site acquisition program. Based on recent discussions with one property owner and a tentative meeting now scheduled, department staff will update the Commission on the progress. There are three items under "Other Business Reports Continued from the February 21st meeting is the discussion of the Commission objectives. Ranking in priority of these objectives and a tentative time line would be appropriate. The second item under "Other Business Reports" is the school site acquisition by District #196. The school district is looking at two sites which may involve the acquisition of a mutual school /park site by the City's Parks Recreation Department. This is to be an informational item with no action anticipated. If there are no other business or reports to be conducted, an adjournment of the regular meeting of the Parks Recreation Commission would be appropriate. CITY OF EAGAN SUBJECT: REZONING PRELIMINARY PLAT HAMPTON HEIGHTS APPLICANT: FRONTIER MIDWEST, MARSHALL OAKES LOCATION: PART OF THE EAST OF THE NORHTWEST _'k, SECTION 16 EXISTING ZONING: A AGRICULTURAL DATE OF PUBLIC HEARING: JANUARY 24, 1985 DATE OF REPORT: JANUARY 17, 1985 REPORTED BY: PLANNING ENGINEERING DEPTS. PROPOSAL SUMMARY: Two applications have been submitted. The first is a request to rezone approx. 52 acres, from A (agricultural) to Planned Development, which would consist of approx. 3.5 acres of limited business, approx. 5 acres of ponding and 43.5 acres for small lot single family homes. The second appli- cation is a request for Preliminary Plat approval consisting of the 52 acres and would contain 3 outlots and 195 small, single family lots. ZONING LAND USE: Presently the parcel is zoned A (agricultural) and would require a zoning change in order to develop this property. The Comprehensive Guide Plan designates this parcel as R -II which would allow a mixed residential with a density of 3 6 dwelling units per acre. The Hampton Heights Preliminary Plat consists of 195 small, single family lots and would have a gross density of approx. 4.4 units per acre and a net density of 5.7 dwelling units per acre. Therefore, this is just within the guidelines set forth in the R =I1I_ ".land use designation. CODE COMPLIANCE: In review of the City Code, the purpose and intent of the P.D. district is "this is supplementary to all other zoning districts contained in this chapter, the purpose of which is to encourage, under appropriate circum- stances, a more creative, varied and efficient use of land in the City. Where such supplementary zoning is approved, it shall be deemed supplementary and superimposed over the basic zoning of the property under consideration. Where a conflict may arise between these requirements of the supplementary and basic zoning, those requirements related to the supplementary zoning shall prevail. DETERMINATION: In considering any petition for such district, the Planning Commission and City Council in the interest of carrying out the intent and purpose of the subdivision, shall determine whether or not such Planned Develop- ment will: 1. better adapt itself to the physical and aesthetic setting and that of surrounding lands than does development of the underlying zoning 2. be feasible for the owner and developer economically to complete accord- ing to the proposed plans; 3. benefit the community at large to a greater degree than would development of the underlying zoning district." REZONING PRELIMINARY PLAT HAMPTON HEIGHTS SEPTEMBER 24, 1985 _PAGE 2. In review of the present site conditions, the topography of the site is quite rugged and it is the City's understanding that a substantial amount of grading will have to be done in order to accomodate the development plan submitted. The existing topograhy will drastically change to conform to the development proposed. In this development proposal, the applicant is proposing to create 60 x 100' lots sizes for a total lot size of 6,000 sq. ft. per sq. ft. lot. The smallest lot size previously approved in a P.D. has been 60 x 125' or 7,500 sq. ft. for a minimum lot size requirement. In this plan, the applicant is proposing 50' right -of -ways, 20' front setbacks and to have a total development package controlled, by the developer in the creation of the lots and also construction of homes on the lots. Therefore, the package 'will be a turn -key operation where the owner will pick the lot and home, which will be constructed by this developer. Enclosed with the P.D. are the different styles of homes which will be built in this development and will fit on the lots with the same setbacks that the City requires in the normal R -1 zoning district. The applicant has maximized the use of this parcel in the design and layout configuration that has been proposed. There is no public open space or common areas that will be shared or dedicated to the City for open space. The design has lent itself to maximizing the property in order to obtain the maximum amount of single family lots. In reveiw of the grading plan and topography the applicant is making the topography of this site to conform with this develop- ment versus arranging the development to conform with the topography. GRADING /DRAINAGE: The topography over this site is quite rugged, consisting of hills and depressions. The hills are relatively steep and approach slopes up to 45 This proposed development exists within major drainage district C J as depicted by Figure #1. An overwhelming majority (80 of this watershed is located within major drainage district C, while the remaining 20% is a portion of major drainage district J. The recipient of runoff from the C district is pond CP -1. Meanwhile, the recipient of the runoff from the portion located within the J district is pond JP -1. Pond CP -1 has a positive outlet to pond CP -2 which in turn has a positive outlet to pond JP -1. Pond JP -1 is presently a deadend pond with no positive outlet to control the storm water elevation. Due to the ruggedness of this site, approx. 275,000 cu. yds. is proposed to be moved throughout this site to provide for this development. According to the proposed grading plan, there are cuts of over 20' on some of the hills with some of the depressions being filled up to a height of 15 The proposed grading plan provides for essentially the same boundary lines between the C J drainage districts, subsequently maintaining the same general drainage pattern that currently exists. Since JP -1 does not have a positive control outlet, it would be appropriate to have this outlet installed with this develop- ment. Erosion control measures must be implemented along the east and south boundaries of this proposed development. Also, Staff recommends that as much runoff as possible should be directed into pond CP -1 to take advantage of the detention ponding rather than connecting directly to the north /south trunk storm sewer line located along the westerly boundary. Finally, this development will have to provide an outlet for a low area located within the SW corner of the Royal Oaks Development, immediately east of this development. REZONING PRELIMINARY PLAT HAMPTON HEIGHTS SEPTEMBER 24, 1985 PAGE 3. UTILITIES: Figure #2 depicts the existing utilities located in the proximity of this proposed development which may provide service to it. As can be seen, a 30 trunk watermain is in place within Coachman Rd., across from the new Water Treatment Plant site. Also, a 10" trunk sanitary sewer line is in place along the most westerly border of this proposed development. No proposed utility layout was submitted with this application, subsequently, Staff is not able to comment upon it. Whatever the layout will be, it will be necessary to extend the 30" trunk watermain south within Coachman Rd. to the center section line of section 16, then east to the most easterly property line of this development as part of the city's master trunk watermain plan. The proposed utility layout, along with plans and specifications for these proposed utilities, will have to be submitted to the Engineering Dept. for approval. STREETS: Currently, the access for this proposed development is from Coachman Rd. Coachman Rd. is a municipal street that has been constructed to its ultimate design section up to the Public Works garage. This section is 36' wide with bituminous surfacing and concrete curb and gutter and built to a 9 ton load capacity. Coachman Rd. shall be extended to the south boundary of this development. In reviewing the Comprehensive Plan, it is evident that an east /west streetis to connect Federal Dr. with Blue Cross Rd. as shown in Figure #3. Although the alignment shown on the City thoroughfare plan is in concept only, it would be appropriate for this east /west street to be located along the center section line of section 16, which is also the southern border of this proposed develop- ment. This development shall provide access to Parcel 010 -05, a 10 acre tract located in the SWk of the SWk of the NE'k of Section 16, to provide a connection with Violet La. when this property develops. Presently, Violet La. deadends at the east line of Parcel 010 -05. It has come to Staff s attention that the 40 acres immediately south of this proposed development is being considered for R -1 development. Staff has reviewed preliminary layouts with potential developers of this site. Subsequently, this development should work with those developers to provide continuity in street alignment between these developments. Finally, all streets should be constructed to City design standards. Staff recommends that Coachman Rd. be a 44' wide, 9 ton load capacity street. This will provide two traffic lanes and parking on both sides. Since Coachman Rd. is a neighborhood collector street, a 5' sidewalk will be required along the west side. The major east /west roadway should also be a 44' wide, 9 ton load capacity street. Since this street is a collector street, a 5' sidewalk will be required along the north side. The remaining internal streets shall be a minimum 32' face -to -face width and 7 ton loading capacity design. NOTE: The reason for the discrepancy in widths between the existing Coachman Rd. (36') and the proposed 44' wide extension to Coachman Rd. is because no parking will be allowed on the existing portion of Coachman Rd. This will not be the case with the extention of Coachman Rd. since many residents will obtain access directly onto it. On street parking will undoubtedly occur. A 36' wide street with parking on both sides is not wide enough to provide a safe means of traffic movement considering the number of trips generated by this parcel and parcels to the south which will use Coachman Rd. to obtain access to Yankee Doodle Rd. REZONING PRELIMINARY PLAT- HAMPTON HEIGHTS SEPTEMBER 24, 1985 PAGE 4. RIGHT -OF- WAY /EASEMENTS: Since Coachman Rd. will be utilized as a neighborhood collector street, it should have a right -of -way dedication of 70' with a half right -of -way dedication of 35' along the easterly portion of the existing Coachman Rd. A 35' half right -of -way shall also be dedicated along the southerly boundary of this development for the east /west neighborhood collector street that would eventually connect Federal Drive with Blue Cross Rd. A 55' half right -of -way should be dedicated for Yankee Doodle Rd. along the north portion of this proposed development. Finally, the local access roadways shall be dedicated to a minimum of 60' in width. This will provide for the necessary boulevard width for snow storage, private utility installation, sight distance and sidewalk. Easements, in addition to the standard easements to be dedicated, would include storm sewer easements required for the storm sewer line from Royal Oaks, storm and sanitary sewer easements along the west boundary of this proposed development, the ponding easement, up to the high water elevation for pond CP -1, and any other utility easements for utility lines not located within public right- of -wdy. ASSESSMENTS: Special assessments for trunk area water and sanitary sewer have been assessed for this proposed development. However, several special assessments have been .deferred by special agreement with Mr. Haye, the owner of this property. As a result of this development, all these assessments will be due at the time of final plat approval. These special assessments were deferred under project #371. CONDITIONS 1. A Planned Development Agreement be entered into and the exhibits be submitted showing the number of lots and also the house plans which will be allowed for this proposed development. 2. The term of the P.D. shall be no longer than 5 years. 3. The lot size deviation to the 6,000 S.F. shall be approved for this develop- ment. 4. A 10' front setback blanket Variance shall be granted throughout the develop- ment. 5. As much storm water runoff as possible shall be directed into Pond CP -1. 6. This development shall provide public R.O.W. access to Parcel 010 -05. 7. This development shall dedicate a 35' half right -of -way for an east /west street along its southern border. 8. Coachman Rd. the east /west street shall be constructed as a 44' wide 9 ton collector street. REZONING PRELIMINARY PLAT HAMPTON HEIGHTS SEPTEMBER 24, 1985 PAGE 5 CONDITIONS HAMPTON HEIGHTS (continued) 9. a 5' concrete sidewalk shall be required along the west side of Coachmand the north side of the east /west collector street. 10. A 70' right —of —way shall be dedicated for Coachman Rd., a 55' half right —of— way shall be dedicated for Yankee Doodle Rd. a 35' half right —of —way shall be dedicated for the existing Coachman Rd. 11. 60' local access streets right —of —way shall be dedicated. 12. A utility easement shall be dedicated as necessary to provide for storm sewer from the Royal Oaks Development. 13. A PONDING EASEMENT SHALL BE DEDICATED TO ENCOMPASS THE H.W.L. of Pond CP -1. 14. This development shall be responsible for all assessments deferred under Project 371. r o on-w A r� 1 i i l I i r �eee� ON7L OT PL»,.� J.P. r'�'�:. :1,• COTS i�'� \11 i i; r i K In y n V i i `I t 1,. rr '�rrvi: �i i 3 i f) •j/,''.® .•may_ w ir xi IN i=i �'1� aa1 r�� H Imo-'. PIL OT csc CENTJ i rte. ig it rim 1 Ill .D y,� i APC Minutes February 26, 1985 7. A 55 foot half right —of —way shall be dedicated for Yankee Doodle Road and a 30 foot half right —of —way shall be dedicated for the existing Coachman Road. 8. 50 foot local access street rights —of —way shall be dedicated and public utility easement with 10 foot front yard easement will provide for snow storage and no structures, including fences. 9. A utility easement shall be dedicated as necessary to provide for storm sewer from the Royal Oaks Development. 10. A ponding easement shall be dedicated to encompass the H.W.L. of Pond CP -1. 11. This development shall be responsible for all assessments deferred under Pro,;ect #371. Those in favor were Trygg, Wilkins, McCrea and Bohne; those against were Harrison, Hall and Wold. NORTHWEST AIRLINES PRELIMINARY PLAT The hearing regarding the application of Northwest Airlines for preliminary plat approval of its plat for the Northwest Orient Airlines corporate headquarters was convened by the Chairman. Dale Runkle explained the background of the application and reviewed his report of February 15, 1985. The headquarters would be on a 74.38 acre parcel and an outlot containing 83.78 acres of additional land controlled by Northwest Airlines for future expansion and development was shown on the drawings. The total site would contain 158.16 acres with the first phase building of 267,616 square feet. The balance of the Laukka -Beck property was also reviewed and it indicated a dedicated right -of -way to the City -in the first phase of construction with the approval of Northwest Airlines preliminary plat. The property is zoned PD and the last application for use of the site was for a race track facility. In January 1985, the Planning Commission recommended approval of an amendment to the planned development and the City Council has also recommended approval of the amendment. Bill Fain of Thorson Thorshov, Architects, together with other representatives of Northwest Airlines were present. He stated that the platting would include control of the ridge of trees along the south side of the southerly pond and also berming would be included along the west side of the internal street. The proposed building would be along the south slope and excavation would be intended to commence in late April with mid -1986 completion date scheduled. There were questions about the amount of traffic generated and it was noted that there would be significantly less traffic than formerly proposed under the race track. Additional parking will be provided if necessary and representatives of the developer indicated that the water main issue requires �lZ ry wl 1 fit. 1 ..w+. SURREY HEIGHTS I S[ /RR£)' HE"ISHTS I Proposed F/.4ST ADD /TiCN ROYAL. CIA KS I TH!.90 ADO /T /O /J I I i 1, ,CIS•/ Exception 1' I� i lll`1 �C� �.G 1s X11 BL QIC IV At 1__- 1, �.j i 1 1 ��jt 11 it IL /4 -Y- ;,'•'r. l I I I l I l 11 n,� /Il I I r I' '11 I v i /n/ I I l�1 /a/ 'l T 1' It' i e 1� �s. bra /i�� si� t I I 0 I I \I \I O IL �.i Vii'/ ii I 1` .1111 ll 1 i I I \I �i� :'iii' AGHYAtf 11 ll ,I O 1 O�7�- rl .i��- /i /x '1 I i 11 I `r S I /41 3 -x- //i \I II 1� 'ICI iiS'�i""/'�i� i I II I 1 \I 1111 111, III pl�l 1�( \Ili i' j i I 1,, /!J, V i \0 1 ULU Al 1 00 W. III I I YYY Exception /;•�til.� I �I \�I! I\ ell I ll i z-• Q 1 /;fi 1,�,;�,�,G j S.•r.: I T•ao' TT" ��c` �i•I /I.�L��I �fl �y /I _'•�G, jy I 1r,•r �11 ,1+ I r ,fell r{ 1 'e I I PrapwN By: BIBMA BURVEYINOI BERVICHU LOTTING PLAN- EXISTING TOPOGRAPHY- CITY OF EAGAN SUBJECT: NORTHWEST AIRLINES PRELIMINARY PLAT APPLICANT: THORSON THORSHOV ASSOCIATES LOCATION: PART OF THE NW'k OF SECTION 1 PART OF THE NEk OF SECTION 2 EXISTING ZONING: P.D. UNDER THE LAUKKA -BECK PLANNED DEVELOPMENT DATE OF PUBLIC HEARING: FEBRUARY 26, 1985 DATE OF REPORT: FEBRUARY 15, 1985 REPORTED BY: DALE C. RUNKLE, CITY PLANNER APPLICATION SUBMITTED: An application has been submitted by Thorson Thorshov for a Preliminary Plat and detailed site plan for Northwest Orient Corporate Headquarters. Laukka -Beck has submitted a Preliminary Plat application platting Lot 1 which would contain NW Orient Corporate Headquarters on a 74.38 acre parcel an outlot containing 83.78 of additional land owned and controlled by NW Airlines for future expansion and development. The total site would contain 158.16 acres and the first phase building would contain 267,616 S.F. The Laukka -Beck Preliminary Plat contains approx. 400 acres and would. have outlots designating parcels in accordance with the PD. However, the only lot and block configuration, which could be approved, is the 158 acres controlled by NW Airlines. The Laukka -Beck plat also would show the dedicated right -of -way to the City and first phase construction as to where the roadways would be constructed with the approval of NW Airlines Preliminary Plat. ZONING LAND USE: Presently the parcel is zoned Planned Development in the Laukka -Beck PD. As you are aware, the original application consisted of a racetrack facility which in January the applicants, .Larry Laukka Warren Beck, requested to change the landuse in the PD to allow a mixed office /office showroom and retail PD of which NW would obtain 158 acres to develop their Corporate Headquarters plus other potential future development. In January, the APC recommended approval of the amendment to the PD and this item is schedul- ed for the February 19, 1985 City Council meeting for their review. The appli- cation now before the APC is a Preliminary Plat which would allow NW Orient to plat their individual parcel and develop in accordance with the zoning for the property. The site development being proposed is in conformance with the Eagan zoning ordinance and the Comprehensive Guide Plan designating uses for this property. SITE PLAN REVIEW: As noted above, NW Orient is proposing to develop 267,616 S.F. on a 74.38 acre parcel. The applicants are proposing to construct a 3 story building with a full basement which would make up the 260,000 S.F. facility. In calculating the building footprint and building coverage, the applicants appear to only be covering approx. 2% of the total site with build- ings, therefore, there is a substantial amount of space on the site which could be utilized in the future for further expansion and development. NORTHWEST AIRLINES PRELIMINARY PLAT FEBRUARY 26, 1985 PAGE 2. In review of the parking, the applicants are proposing to construct 885 parking spaces. They feel this will provide the need for parking for the first phase facility. If additional parking is needed, parking can be added to parking lots already provided. The proof of parking exhibit has been shown as an exhibit showing that additional parking can be provided with the total develop- ment with expansion of approx. 500,000 S.F. The applicants are proposing 9' x 19' parking spaces or 62' from centerline to centerline creating the required dimension that the City would require for total parking space width. The applicants are consistent with what the City has allowed for other corporate and office employee parking facilities. The owners of the property are proposing to put in as many utilities as needed to provide adequate access for streets, utilities, etc. to this development. The office site improvements are being coordinated through the Engineering Dept. with Laukka -Beck, who are the owners of the overall development. It is the City's understanding that a loop street will be provided to the west line of the parcel in order to provide proper access to NW Corporate Headquarters. There are 3 accesses being proposed; two going to the north parking Lot and one to the south parking lot. The access proposed should be adequate for this facility. As time goes on, there are provisions where additional access could be provided to Blue Gentian Rd. if this connection is ever needed in the future. At this time,, the access to this development will be to the west to the loop street to provide access to T.H. 149. The remainder of the parcel, or bootleg configuration, is being controlled and owned by NW to provide aesthetics for this building and also future development for either NW or to be parceled off and sold in the future. No development is proposed, or will be allowed, in this boot like configuration parcel which will be designated as an outlot in the preliminary plat. Therefore, no development will be allowed in this parcel until a new plat and new public hearings have been scheduled for review and approval by the City of Eagan. The applicants have met all the building and parking setbacks and no variances will be required for this particular phase of development. GRADING /DRAINAGE: The location for this proposed development is Lot 1, Block 1, and outlot "M" of the proposed Laukka -Beck Addition. The topography over this site is very rugged and is characterized by steep slopes, natural ponds and clusters of hardwood trees. The ponding areas located within this proposed development are to be incorporated in the City's master storm sewer plan as Pond FP -4 (outlot "M and Pond FP -5 (lot 1). These ponding areas are illustrat- ed on Figure /#1, a portion of the City's storm sewer master plan layout. There is no positive outlet from either of these ponds at this time. The proposed grading, to accomodate site development for this Preliminary Plat, will require leveling the rolling terrain north of Pond FP -5 to construct the parking lot and building. This will result in removing up to 20' of dirt from the knolls and filling up to 10' in the low areas adjacent Pond FP -5. The preliminary grading plan indicates encroachment of fill material onto the NW corner of Pond FP -5. This encroachment is relatively minor. In addition, NORTHWEST AIRLINES PRELIMINARY PLAT FEBRUARY 26, 1985 PAGE 4. Easements will be required for the City's utilities that cross through this property. A ponding easement for Pond FP -4 and FP -5 encompassing the high water elevation of each shall be required to be dedicated on the final plat. ASSESSMENTS: The special assessments this development will be responsible for at the time of final platting are for trunk area water. The estimated amount of this assessment is outlined in the following table. Description Est'd Quantity 1985 Rate Amount Trunk area water 60 Ac (1) $3,020 /Ac $181,200 (1) Includes 20% credit for public right -of -way ponding easements The final amount of special assessments that are the responsibility of this development will be based upon the rates in effect at the time of final plat approval and final areas determined by the final plat. This assessment may be paid at the time of final plat approval or spread over 15 years via an executed waiver of hearing at the interest rate of the most recent bond sale. CONDITIONS: If the Preliminary Plat is approved it should be subjec to the following condi- tions: 1) All of the Standard Conditions set forth in the platting process along with the E.I.S. a Planned Development Agreement shall be signed prior to approval of the Final Plat of this facility. 2) This development shall be responsible for obtaining the necessary DNR permits to work within the OHWL for Pond FP -5. 3) If possible, the driveway servicing the south parking lot adjacent to Pond FP -5 shall be moved northwesterly far enough to eliminate the proposed retaining wall. 4) A Development Contract must be entered into between Laukka -Beck and the City insuring installation of public streets utilities prior to Final Plat approval. 5) A 12" watermain shall be required across the northerly portion of the development, terminating at theeast line of Lot 1. 6) Driveways shall be a minimum of 32' wide with additional width for turning lanes for the main access drive. 7) A 40' half public right -of -way shall be dedicated for O'Neil Rd (E. Blue Gentian Rd). NORTHWEST AIRLINES PRELIMINARY PLAT FEBRUARY 26, 1985 PAGE 3. it is Staff's understanding that the developer will wish to do some dredging of this pond to increase its aesthetic value. It will be necessary for this development to obtain a permit from the Dept. of Natural Resources to work within the normal water elevation of this pond because this pond is under the jurisdiction of the DNR. A result of the encroachment along the NW side of Pond FP -5 will require an earth retention system (retaining wall) be con- structed. The reason for this earth retention wall is due to the proposed alignment of the driveway to the parking lot immediately west of the proposed building. Staff has reviewed this alignment and feels it could be shifted northwesterly approx. 50' which should leave enough room to provide a 3 to 1 slope down to the pond thereby eliminating the necessity for the earth reten- tion wall. However, if for .some reason this cannot be accomplished, then the earth retention wall design must be submitted to Staff for approval prior to final platting. Finally, this development shall submit a final grading and erosion control plan to be approved by Staff prior to final plat approval. UTILITIES: An 18" trunk sanitary sewer has been extended to the NE side of T.H. 55, east. of T.H. 149. This trunk sanitary sewer is intended to provide service to all of section 1 as indicated by Figure #2, the sanitary sewer master plan. The Laukka -Beck Preliminary Plat will be responsible to extend this trunk 18" sanitary sewer main to the west boundary of this proposed develop- ment. From this point it will be NW Airlines to extend this 18" trunk easterly to its east boundary of Lot 1. A 12" trunk watermain has been stubbed across T.H. 55 north of Lone Oak Rd. In addition, a 16 trunk watermain has been stubbed across T.H. 55 at Lone Oak Rd. It is intended to extend these lines as indicated in Figure #3, the watermain distribution master plan. As with the trunk sanitary sewer, it will be the Laukka -Beck responsibility to extend trunk watermain to the NW Airlines westerly boundary. From here it will be NW Airlines responsibility to extend a 12 trunk watermain along its northerly boundary to its easterly boundary. This 12" main is consistent with the City's master water plan to provide a looped system within section 1. STREETS: O'Neil Rd. (old east Blue Gentian Rd.) borders the north boundary of this development's proposed outlot. No other existing streets border this development to provide access to it. As with the utilities, the Laukka -Beck development is also responsible for the internal public streets access along the westerly portion of this development. This street will be connected to both T.H. 149 and O'Neil Rd. The NW Airlines development does not require any public streets to be constructed with their development. Staff recommends the driveways be a minimum of 32' wide with additional width provided at public street intersections to provide for channelization for left and right turning movements. This will be required at the main access only. This recommendation is in 'anticipation of a large influx of traffic resulting from this development. RIGHT -OF- WAY /EASEMENTS: A 40' half right -of -way will be required to be dedicated adjacent to O'Neil Rd. Otherwise, no other right -of -way will be required to be dedicated from this development. It is anticipated the right -of -way for the internal public streets will be dedicated with the Laukka -Beck develop- ment. NORTHWEST AIRLINES PRELIMINARY PLAT FEBRUARY 26, 1985 PAGE 5. CONDITIONS (continued) 8) Ponding easements encompassing the HWL will be required to be dedicated on the final plat for Pond FP -4 FP -5. 9) Utility easements for watermain, sanitary sewer storm sewer as required by Staff shall be dedicated on the final plat. 10) This development shall be responsible for trunk area watermain assessments at the rates in effect at the time of final plat. 11) This development shall be responsible for all costs associated with the construction of lateral utilities required for this development. Ij O, F Lo 'QS R L GEN? hN -RClAD ee PQ ti i' W i y 1 LOF: I' Q t t �•4': :•i R el Y i Al N.W. A jZLt 1 hp t7 R L I I R-4 GB f AU A S ra r�- Hw R -4 r t G B Ki A t_ f A f t G B a. Bl:ft OAK PARK tom, ���5LTH t f �S D�4- >.',i -x� .IJ Y\ 1 7 t� Fi L L I j f y Y D EN E •�.r�Fe•+te+i`Ne+t� r>w +ws- +�r�•ar -mow.•. mow.,_, .4�:•►..i;.�c: :.r ..F•. t.;.. �3. .n._1.- r•!�7rMRY!:aW ^t.- rrr +�:+..,.s.71���.•/R;iz�w�•� 1:�,.•' F PRESERVE DENSE UNDERGROWTH GRADING FOR PHASE 1 TO TO PROVIDE A BUFFER TO THE ACCOMODATE FUTURE lORTHWEST AND MAINTAIN A EXPANSION WITHOUT 1 A .ti e -'?,�Y HABITAT FOR WILDLIFE MAJOR REGRADING. INTERIM PLATEAUS DESIGNATED FOR I i EMPLOYEE RECREATION I w es, AND9CAPED EMBANKMENT =O Itra k. kk NEW PL A NTING TO REINFORCE /'il tae FORMAL APPROACH TO MAIN ENTRANCE AND BREAK UP I I VISUAL MASS OF PARKING AREAS r f 'M ,y no no �n "o X40 A% i 3 0 CARS I i F' T EXTENSIVE BERMMO .I. A 380 A S j?/��� R• sly 4 e 9HIE1D PARKING 1078.. .n `J I 1k I t AND BUILDING FROM 'V :MAJOR VEHICULAR IST PRESERA OCE9S70 Af1El1 F, T A j i y I 3 tF STANDS OF i' �•i,' r' OAK WHEREVER i t .;r SIGN LOCATION V a 4-- b 1 w f I r ,ti- i lli�'� 25 CARS Lh( :.w i 1 r f aFd t 150 CARS I ,O j�• i fy I L i 1 i ZtF ��i m •7�S' NEW PLANTING TO FURTHER SHIELD O i I j ^!r 4i' SITE FROM 7RAFFK: M a i 1 i' 7 Y MAINTAIN IN NATURAL STAT A 4 I i (POSSIBL E DEEPENING '..r'.. WITH pNR APPROVAL) •r/ I' 1 Ift Al L A i n B -1 I AJOR M POgTON O.�SITE J i MOMMIepl Uea r i 4 1 Py 7 r o 1 l jT' �1� IIIII� AL STATE S LJ r NATU \,s,4 �Z I i� ee° r r 1 l `I ��.i,l i1:fi:i r L. 'C•``, j MAINTAIN lMISTIN0 KNOLL AND FOREST AB A VISUA SH S NO�WEST AIRUNM. NORTH DENSE OA�K u t•Q IELDT HE SOUTH f.nOrlN INoEV T t X 44 r WALE. IM 'i t6�ll n l�l�;�f 11��,, 7' I.. •--•1 I("1la Lr A .VtUf 1ti`- .l V"'•.�']ra: �i. �,�a•r.'.! .1i'+w.�L'..'f.•. ^,Ay.�•F��'1� .r J. �A.a1• ai i�'.. A NORTHWEST AND MAIN I AIN A EXPANSION WITHOUT HABITAT FOR WILDLIFE MAJOR REGRADING. INTERIM PLATEAUS DESIGNATED FOR EMPLOYEE RECREATION T 960 ANDSCAPED EMBANKMENT 920 NEW PLANTING TO I C 4 i FORMAL APPROACF ENTRANCE AND BRI W VISUAL MASS OF P AREAS NOFOAAL HIGH t 930 9w 910 .n. A te•:: 7 i 3 0 CARS 360 A Az i 1 150 .CARS I 1 C s aa0 L 900 V PLANTING TO• z ITHER SHIELD E FROM TRAFFIC a ••t •ps 'v' ``i"' j j MAINTAIN PQND IN NATURAL TATE R ai jPOS51BlE�DEEPENING i r- WITH DNR APPROVAL) ,r l�� It� O6S 91►ftll tS11i ww me am- •t' SITE DATA w amen" aou i w6 Sllr Aa.& c m►`b r.R�.. w wme.�iuo�. •wv1t 1 .,•,•'i t ta•wMI I(A.i _111,1 1 Gam aa71a✓11az 4tso Moor.,, vlv rh wa. M 1 uzns 1 -ISUSs w 'r+r•+. •I.1 4y� i WIN- _•wl WOO. K j 1101111K MYM Ia1aL 5 v. I w A ,w 1 11� 1 �,.'a�' ILr .►Rw>.r T70 I 1 l 1 T. N 1�/' 1 w m w �i •w !R ____1 1 I'1 1 t OF 7 4 r 111 Or 840 GARS ;,N�' u:r: `Z"- I 1 .V.li i.l 1 i i` w,_ a:,> 7.. Y 1 1. 'tT !'-1y, w 111 I I I /`I• r(! �1 -t. !fir 7 ,t•!. I A r 45�7?R$i��. �7 l 1 1 ti 5 CARS 750-CAR" tc.v• 1 r N A lt Z as me- 1 J NORTHWEST AIRLINES (c c�' 1 H s call -3 EAGAN MINNESOT 3CJ4/ r loo J CITY OF EAGAN SUBJECT: UPS 1ST ADDITION PRELIMINARY PLAT CONDITIONAL USE PERMIT APPLICANT: UNITED PARCEL SERVICE LOCATION: PART OF THE NE'k OF SECTION 13 EXISTING ZONING: LIMITED INDUSTRIAL, UNDER THE GOPHER EAGAN PD DATE OF PUBLIC HEARING: FEBRUARY 28, 1985 DATE OF REPORT: FEBRUARY 20, 1985 REPORTED BY: GREG INGRAHAM, ASST. PLANNER RICH HEFTI, ASST. CITY ENGINEER REVIEWED BY: DALE RUNKLE, CITY PLANNER PROPOSAL SUMMARY: The applications submitted are a request for Preliminary Plat approval of UPS 1st Addition which would consist of 69.3 acres and contain one 324,000 S.F. warehouse distribution building and a request-for a Conditional Use Permit to allow outside storage of trucks. The project is located east of Highway 149 and north.of County Rd. 63 —A. The parcel's east property line borders the City of Inver Grove Hts. UPS has also acquired a 15 acre parcel north of the subject parcel which has been platted previously. UPS is a nationwide package distribution company with operations in all 50 states. The project they are planning is a warehouse /distribution facility which transfers packages from semi trucks into the familiar brown package trucks. The "company expects to have approx. 200 tractor trailers and 200 package delivery trucks at this building. The packages are routed via a complex network of conveyors and sorters. The building would employ approx. 350 part— time workers for each 4 hour shift with 2 3 shifts per evening, 5 days a week. Approx. 200 package truck drivers and various semi truck drivers and office workers would work fulltime at the facility. UPS currently operates a building similar to this in NE Minneapolis which will share duties with this project. ZONING LAND USE: The parcel is designated limited industrial under the Gopher Eagan PD. The site is also listed as industrial in the Comprehensive Guide Plan. The warehouse distribution usage is consistent with the Limited Industrial Zone. The site consists of cropland and grasslands interspersed with brush and small trees. Three ponds are located on the property, two of which are part of Eagan's storm water drainage plan. A truck repair business currently occupies the western portion of the site. The project is bordered by Consolidated Freightways on the north, vacant industrial land to the west, vacant industrial land two single family residence lie to the south. A cemetery and a mobile home developm8nt are to the east in Inver Grove Heights. CODE COMPLIANCE: The initial 324,000 S.F. building is "T" shaped and covers approx. 11% of the site. A future 260,000 S.F. building addition is anticipated UPS 1ST ADDITION PRELIMINARY PLAT CONDITIONAL USE PERMIT FEBRUARY 28, 1985 PAGE 2. which would convert the shape to an "I" configuration. The total building would cover approx. 19% of the site. The 15 acre parcel north of the subject parcel is slated to provide additional parking in conjunction with the building addition approx. 5 to 7 years from now. The proposal meets all the setback and lot coverage requirements of the Limited Industrial District. The applicants intend to construct 640 employee parking spaces and 10 customer spaces. City Code would normally call for 810 parking spaces based on ratio of 1 stall per 4,000 S.F. of building. UPS feels that 640 spaces is .adequate and they do have ample area to expand if negessary. SITE PLANNING: The project would have two accesses off of T.H. 149 and three access points along County Rd. 63 —A. The entire facility would be fenced with two guardhouses located at the truck entrances and one at the employee entrance. Inside the fence is a gasoline island, a diesel island and a truck wash building. At the perimeter of the south parking lot is a customer drop off /pick —up building. It Due to the large amount of impervious surface (48 acres, 70% of the site) a large storm water detention pond will be created at the north end of the site. A landscaping plan is yet to be filed with the City. CONDITIONAL USE PERMIT: UPS will. be parking approx. 200 semi trailers primarily along the south and east sides of the parking lot. All the truck parking will be inside of the fenced area. -The landscaping plan should attempt to screen the trailers from some of the important view areas. Plantings should also be incorporat.ed into the employee parking lots to break up the expanse of blacktop. GRADING /DRAINAGE: The existing topography over this area consists of rolling farmland and grassland. It is characterized by 3 relatively large, poorly drained depressions. Drainage over this proposed developmeaL is generally towards each of the three' major low areas, one located in the SE corner and also within the City of Inver Grove Hts., one located approx. in the middle of this development and one located at the north end of the development. These low areas are designated as storm water detention ponds GP -9, GP -6 and GP -5 respectively on the storm sewer master plan attached as Figure #1. The proposed grading over this site, to accomodate the proposed finished eleva— tion of 882.0, will require excavating as much as 12' off the hill that the proposed building is to be located on and placing this material up to 18' deep over the sites for Pond GP -6 and Pond GP -9. A retaining wall will.be required to be constructed across Pond GP -9 to keep its entire grading operations within this development's property lines. Likewise, retaining walls will be required along SW property lines adjacent the Loren Place Addition and also abutting the south line of the Consolidated Freight property. In order to allow the filling of P6nd GP -9 and Pond GP -6, this development will be required to provide additional storage volume for Pond GP -5 to make up for the loss of Pond GP -6 and Pond GP -9. The portion of Pond GP -9, located in Inver Grove Hts., will not change. It is Staff's knowledge that the major concern Inver Grove Hts. has, regarding the filling in of this pond, is that UPS 1ST ADDITION PRELIMINARY PLAT CONDITIONAL USE PERMIT FEBRUARY 28, 1985 PAGE 3. t an overflow be constructed from it and adequate easements obtained from the pro .perty owners. They do acknowledge the use of this pond for their drainage system also. In summary, the grading of Pond GP -5 to accomodate the storage volume loss from GP -6 and a portion of GP -9, will be the responsibility of this development. In addition, either an overflow line from Pond GP -9 or a storm sewer line be constructed from Pond GP -5 to the south property of this development, sized accordingly to accomodate future upstream drainage as a condition of the Final Plat. UTILITIES: This proposed development covers two sanitary sewer sub districts as shown on the saniary sewer master plan attached as Figure #3. Subdistrict N —EE is proposed to be served from a 12" trunk storm sewer installed southerly from the Trunk Hwy. 55 lift station through the Delaware Hills proposed develop— ment. The portion of this development contained within subdistrict N —JJ N —AA have sewer trunk lines servicing them. Because the 12" sanitary sewer trunk line to the north in subdistrict N —EE is not completed, this development is requesting to utilize the existing lift station at Co. Rd. 63 —A. Staff has reviewed this and the existing trunk sanitary sewer system appears to be adequately sized to provide service to this development. The existing lift station and 15" trunk sanitary sewer along T.H. 149 is owned and maintained by Metro Waste Control Comm. Their review and approval for connection for sanitary sewer service to this development will be required prior to Final Plat approval. As can be seen from Figure #2, a 16 trunk watermain is in place along T.H. 149. This watermain is of sufficient size and capacity to provide the necessary services to this proposed development. Staff has not received any utility plans to review and comment upon at this time. The utility plans will have to be submitted to Staff for approval prior to Final Plat approval. STREETS: Co. Rd. 63 -A provides access to this development on the south and T.H. 149 provides access along the west. It is Staff's understanding that the two access points, as shown, are designated as shared access points by MnDot. Co. Rd. 63 -A is presently a gravel surfaced, rural road connecting T.H.149 Co. Rd. 63 (Baffin Tr.). Dakota County is proposing to turn back Co. Rd. 63 -A to the the City for future ownership and maintenance. The timing of this transaction has not yet been determined. One of the conditions for Final Plat approval for this development should include the upgrading on Co. Rd. 63 -A to City street standards. RIGHT -OF- WAY /EASEMENTS: A 33' half right -of -way for Co. Rd. 63 -A must be dedicated on the Final Plat. A ponding easement encompassing the high water elevation for Pond GP -5 must be decicated on the final plat along with any additional easements as required by City Code. UPS 1ST ADDITION PRELIMINARY PLAT CONDITIONAL USE PERMIT FEBRUARY 28, 1985 PAGE 4. ASSESSMENTS: Trunk area assessments for watermain sanitary sewer have pre viously been assessed. This leaves trunk area storm sewer assessments and lateral benefit from trunk watermain assessments to be the responsibility of this proposed development. The estimated amounts of these assesments are listed in the following table. Assessment Summary Table Est'd Description Quantity 1985 Rate Amount Trunk area storm sewer 2,439,360 S.F. $0.072 /S.F. $175,634 Lateral Benefit from Trunk Watermain 466 F.F. $39.14/S.F. 18,240 Total Est'd. Assesments $193,874 Includes 20% credit for right -of -way ponding easements The final assessments will be determined using the rates in effect at the time of•final platting and based on the areas determined by the final plat. These assessments may be paid at the time of final platting or spread over 15 years through the Waiver of Hearing procedure. All costs associated with the installation of lateral utilities streets will be the sole responsibility of this development. CONDITIONS: 1) All standard Preliminary Plat conditions all applicable City Ordinances shall be adhered to. 2) All parking shall be accomodated on -site. 3) All trunk trailer parking shall be inside of the fenced area adequate landscape screening shall be provided. 4) The stormwater detention volumes of Pond GP -6 Pond GP -9 loss due to filling shall be provided for in Pond GP -5. 5) An overflow storm sewer shall be constructed from Pond GP -9. 6) Authorization from MWCC allowing this development to discharge waste water into the Co. Rd. 63 lift station will be required prior to Final Plat. 7) Co. Rd. 63 -A must be upgraded to City standards. 8) A 33' half public right -of -way shall be dedicated for Co. Rd. 63 -A. 9) This development shall be responsible for trunk area storm sewer lateral benefit from trunk watermain assessments at the rate in effect at the time of final platting. UPS 1ST ADDITION PRELIMINARY PLAT CONDITIONAL USE PERMIT FEBRUARY 28, 1985 PAGE 5. Conditions (continued) 101 This development will be responsible for all costs for the installation of all lateral street and utility improvements. PA l N n J I W rte. sc f P WESCOTT PD I j !„ARE GARDEN LOTS NX I s A R 63A WE SCOTT STAV* a F U j r D Air -y WEST PUBL ISNIN LLJ ,r I S t ADD a I I I I ro ii I f i row FUTURE PARKING. WATER RE(AINAGE AREA yR' Mks i.•�l1 rr"q- `g>< a�t:tc r t 1190 J r r. s%1 i 0 312 �-i•f' e f t r t d J. f(4'��r) �•'+t�Y F{ ..Y, a� 'y"r' a k.�q4 R io` r� t4 TRA l N Y t: 4 ••p GUARCAOoE 'S'.. BRE'iK00uM 6 I I 4 L. DOLLY STAGIh FUTURE BUILDING b i 1_ X, .•L ''Kati)~ 950' GATE. 4 IZ AREA 1 1 NK n Z h# b ti �'•e i p t f L I i 'S� S� ,,33 Q tt L Y ,a Y Iy r r te i I e+T.J;t q�F'MI v k �n a \�I.D. SIGN GAS ISLAND— t'•�. i HCP. te DUMPSIER- MASH „TUNNEL PLO o EMPLOYEE{ r u Qr,' t;, ;.,i+ at•'_ a 1 PARKING a i a pt ,.rj 1 y. CONCRETE PAYING (nR) :r{�.i•, �^FY C a 1' 7fe t Y r t. 1 T HEATED CONCRETE I t isy1d� r u Iaf-. j r•r,,.Ty� i y {t PAD T' a ii t :I 1�,.: 'E :i•� TRAILER STAGING TRACTOR.. L i•- .w.�,., e t .J rf. r y s a j J HEATERS DIESEL TRAILER STAGING ISL AN s: mil G V f ATE llllill�lllli1i11lllltillll m u inunuuufnlnm u•nulnufnrwd� unnnu nuumt unuu 1 _--GUARDHOUSE R' CUSTOMER _;._1�_y EMPLOYEE PARKING 7 COUNIER6 rt»TINs+•*1 PARK NG Iii1T11ItTl i I II ,i ❑'ululm:uum:.�;i..nclaua n !�11111LL11,' AIWUIU itil Lw 1 -_:�T_ UNIfED PARCEL SERVICE CO ROAD 69 A ST, PAUL, MN. SITE PLAN MN67�P GP 0 -s E E rLONE _O:.K 836I___�/ s '.6 864.4 4L n 0 840. ,..iUROR GP 3' 1 E "O 72 E n 36 e 04 I_ 8.3 "HvE� G--. 8/6.0 U7, o I L.S. -8 EP 4 I u., 804.3 ...8160 EP -1 E P 1 829.0 846.8 AC a- 4 r' 30. tsnvN3utc -E -0 EP-2 \E I 9200 66 S DP CENTER 829.0 356 C f t r 856.0 RIC EP-3 a•. 24• a 48' E- 877.3 876.3 -c L wvts:.' Nl 886.0 E 1 877.2 GP-5 l o !E 4 42" E 844.0 �QPHEq�E 831; I� 84810 j_ pp` R1c fd,` •r 860.0 858.3 v X- HILLS j 862.8 o. E=q l j r \2 I •.v i �S 8 660 ESCGTT �a GP-9 L �AST4GE a 856.0 IL_S J 1 868.0 E -1 L DP-18 S z I GARDEN ly /JP-14 ,PL A 8330 tST. JP 16 882.0 8540 874. 16 JP JP' 33 858.0` d 2• 83 2.0 8 79.1 87/.O G JP -59 4"00 854 O 2' �2 iQQ 887. ��--f3 940 42-_ �1 864.0 973 887.1 Nr2 �Nr tiESCUTT I 8881 ',,j- JP 60 2 gip• A, STATI.: Yi 8640 JP•46 81. 8508 8870 JP 12 p 893.5 6 12 JP L.S. -15 8266;. a \L B7L0 2 885.3 85302 j} JP-32 JP 887. 7 0 7 87 1 a+ `.`�CFTto 85. L 888/ 1 876.3 JP -39 y,., -44 a. 4.0 GP -4 10 eoa 88 T I J 5 8950 miL.4 7 a ti i 883. f 21 J -n J r 8874 m J -m J JP-19 30 v/ P 874.0 j 9 8822 �ti 82.0 e P J n JP 55 879.4 1 ry� 8560 JP `e. JP -54 864.4 853.g J ae: 1�� JP -21� L.S -17 J JP- 8400 a BS 2 843.3 A4..94o 0 city of eagan STORM SEWER approved: standard PUBLIC plate WORKS MASTER PLAN Fig. 1 DEPARTMEN e 1 I I L EG END ��JIL .Y•nN l•_te.. flTl I •a TMwIwU wuL rwM RRR r T ••L• iM R' G PW 1 r 1 �/�'1 m 4 �•.awt Yluno.• •.eww ul r ..t.JTir• ••l• IN h �t f w TTFN �1a M O a r•u• w..now• w•J•t •inrc:•.1.. 1 t .••nr. rar.r= r•wwl• i V I .r M IF l"• Ir a kit ft, Et- ui LL uj ir IL ai w a••i •w YU v �ui•�i..iN te at -O� J All CITY OF EAGAN SUBJECT: REZONING PRELIMINARY PLAT EAGANDALE OFFICE CENTER APPLICANT: OPUS CORPORATION /NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY LOCATION: LOTS 1 3, BLOCK 4 EAGANDALE OFFICE PARK LOTS 18 28, BLOCK 3 EAGANDALE CENTER IND. PARK EXISTING ZONING: R.D. (RESEARCH DEVELOPMENT DISTRICT) DATE OF PUBLIC HEARING: FEBRUARY 26, 1985 DATE OF REPORT: FEBRUARYI5, 1985 REPORTED BY: DALE C. RUNKLE, CITY PLANNER RICH HEFTI, ASST. CITY ENGINEER APPLICATION SUBMITTED: The first application is a request to rezone approximate ly 28.7 acres from R.D. (research development) to a P.D. (planned development) which would include 4 office buildings and a restaurant located on Lots 1 3, Block 4, Eagandale Office Park Lots 18 28, Block 3, Eagandale Center Industrial Park. The second application is a request for Preliminary Plat and detailed site plan design on the first office building located on Lot 2, Block 2, of Eagandale Office Park 2nd Addition. ZONING LAND USE: Presently, the parcel is zoned R.D. (research development) and would allow a zoning district which would control professional research development and limited industrial structures and operations which will be compatible with the predominantly residential character of surrounding areas so as to preserve for the residents of the City the full use, benefit and enjoyment of their homes and property. The applicants are proposing to change the zoning in order to allow specifically 4 office buildings and 1 restaurant in this 28.7 acre parcel. The site plan showing the overall concept, shows 3 office buildings which will have their main access off of an interior street from Corporate Center Dr. with only 2 minor driveways coming down to Avalon Av. Therefore, the majority of the traffic and circulation will be from Corporate Center Dr. Pilot Knob Rd. versus Avalon Av. Lot 1, Block 2, is the location for a proposed restaurant in the future. This would consist of approx. 5,000 6,000 S.F. and would be a sit down facility. The office buildings would consist of approx. 78,000 S.F. and the office located on Corpor- ate Center Dr., on Lot 1, Block 1, is proposed to have between 90,000 100,000 S.F. and would be a 4 story building again having access from Corporate Center Dr. In review of this project, the applicants have taken into account the residential neighborhood to the south. Their first phase construction would consist of the office building in the SW portion of the plat and in the construction of this building, Opus would propose to berm and landscape the entire length of Avalon Av. Grading and landscaping would only take place once in this area and the landscaping would be in place so it could grow prior to the con- struction. of additional buildings. Secondly, the applicants have taken into account site lines and accesses to Avalon from the parking lots for the office buildings. Staff feels they have taken into account the aesthetics and site lines from the properties to the south and tried to design and landscape in accordance with the exisiting homes to the south. OPUS CORPORATION REZONING PRELIMINARY PLAT REPORT FEBRUARY 26, 1985 PAGE 2. The first phase building would meet the 100' setback from an agricultural zoned parcel and also meets the setbacks of the other lot line requirements. The proposed 3 story building would consist of 78,000 S.F. and would contain 26,000 S.F. per floor, or a little over 10% building coverage. The lot coverage is approx. one half of what could be allowed in an R.D. district as presently zoned. In an overall review of this development, it appears that the concept proposed through the P.D. allowing the 4 offices and restaurant is a better plan than what could presently be developed on the 13 lots which presently exist. The applicants have submitted a site plan which shows how the area could develop without any zoning changes meeting the intent of the R.D. district. However, the proposal submitted for the P.D., or if elected, a modification to the R.D. district to allow this plan, seems to be a more feasible way to develop this property in relationship to the residential district. This plan appears to address the concerns and issues that were presented at a neighborhood meeting in regard to buffering industrial development from the residential area for traffic buffering and the use for this property. No other development would be allowed until additional detailed site plans have been submitted and reviewed by the APC and Council for the additional lots of this development. There are additional controls the City can impose with each phase of this development. GRADING /DRAINAGE: The existing topography consists of rolling terrain with a natural north -south drainage divide bisecting this property. Drainage over the west half of this development presently is in a west- northwest direction while drainage over the east half is in a NE direction. Storm water runoff over the existing topography is collected in Pilot Knob Rd, Corporate Center Dr. and Avalon Av. The storm water runoff is then collected in an internal storm sewer located within each of the streets and transported eventually to Pond HP -3. Figure #1 illustrates the relationship of this proposed develop- ment to the storm sewer master plan. In reviewing the proposed grading plan, with respect to the existing storm sewer and the storm sewer .master plan, Staff has two recommendations. First, the proposed storm sewer connection to the catch basin, located in the SE corner of Pilot Knob Rd. Corporate Center Dr. intersection, shall be allowed. The existing street area drainage, right -of -way and setback area drainage will approach the capacity for this 12" catch basin lead. Drainage for the proposed restaurant and westerly 3 story office building must be to the east. A 30" storm sewer has been stubbed to the north line of this development from the existing 54" storm sewer located within Corporate Center Dr. Secondly, Staff estimates the storm water runoff generated from this development to be approx. 100 CFS. This amounts to approx. 25% of the capacity of the existing 54" storm sewer line. What concerns Staff is that this 25% of the storm sewer capacity is generated over approx. 10% of the total watershed served by this 54" storm sewer line. Staff would recommend that as much detention as possible be provided on this proposed development. This will more than likely take the form of utilizing portions of the parking lots as small detention basins by controlling the rate at which the catch basins can absorb the runoff. A plan for this shall be submitted with the Final Plat application. OPUS CORPORATION REZONING PRELIMINARY PLAT REPORT FEBRUARY 26, 1985 PAGE 3. UTILITIES: Watermain surrounds this proposed development as shown in Figure ##2. A 12" watermain is in place along the west side of Pilot Knob Rd. the south side of Corporate Ctr. Dr. to approx. the Trapp Rd. intersection. From there it continues along Corporate Ctr. Dr. as an 8 diameter watermain that connects to an 8" diameter watermain located north of Avalon Av. This develop- ment is not proposing that any internal watermain be constructed because of the availability of the peripheral watermain to provide services to each indivi- dual building. However, Staff has concerns that adequate fire protection may not be provided with the layout as proposed for this development. Therefore, Staff is proposing that an existing watermain be connected from the existing 12" waterline within Corporate Ctr. Dr. to the existing 8 waterline located within Avalon Av. Possible routing would be from the NW portion to the SE portion of this development. At this time, Staff has not had the opportunity to perform a hydrolic network analysis within this area to determine the appro- priate size for this watermain. Staff estimates this watermain should be at least an 8 but will not have to be any larger than the 12" diameter water- main. Completion of this analysis is anticipated shortly. The important factor is that a watermain connection, as referenced, should be made to provide adequate fire flow for this development. Sanitary sewer of adequate size, capacity and depth exists within Corporate Ctr. Dr. and Avalon Av. to provide service to this development. The sanitary sewer within Avalon Av. consists as a 9 diameter line up to Vilas La. where it then increases to a 12" diameter sanitary sewer. This sewer is fairly deep but the record plans indicate four services were installed with riser sections to provide service to this proposed development. It does not appear that any street excavation will be required to install any sanitary sewer services to this development. Likewise, the 24" sanitary sewer within Corporate Ctr. Dr. is very deep but services with risers were installed to provide service to the south side of Corporate Ctr. Dr. No excavation within the existing Corporate Ctr. Dr. should be necessary. STREETS: The existing streets surrounding this proposed development consist of Corporate Ctr. Dr., Avalon Av. and Pilot Knob Rd. Corporate Ctr. Dr. and Avalon Av. are City streets built to their ultimate design. Pilot Knob Rd. is under the juristiction of Dakota County Hwy. Dept. and is also constructed to its ultimate design. Internal access to this development consists of extending Trapp Rd. westerly through the middle of this development and looping it back onto Corporate Ctr. Dr. approx. 430' east of the intersection of Pilot Knob Rd. Staff would recommend the minimum width for construction of this proposed public street be a minimum of 40'. Three other minor accesses are also being proposed. One being off of Corporate Ctr. Dr. SE of the Trapp Rd. intersection. This driveway appears to be directly across from an existing driveway installed with the development constructed by Opus last year. The other two accesses are on Avalon Av. One is directly across from Beam La. while the other is approx. 240' west of Vilas La. These do not appear to pose any hazards from any public safety standpoint. OPUS CORPORATION REZONING PRELIMINARY PLAT REPORT FEBRUARY 26, 1985 PAGE 4. RIGHT -OF- WAY /EASEMENTS: All right -of -way for existing streets have previously been dedicated. A minimum 66' right -of -way is recommended to be dedicated for the proposed internal public street. This may have to be widened at the west intersection of Trapp Rd. Corporate Ctr. Dr. to accomodate channelization. Easements shall be dedicated as required by City Code. ASSESSMENTS: The assessment records for Lots 18 28, Block 3, of Eagandale Center Ind. Park #1 and Lots 1 3, Block 4, of Eagandale Office Park Add. indicate that trunk area water, sanitary sewer and storm sewer have been assessed. It is not clear from these records whether lateral benefit from the 24" trunk sanitary sewer located within Corporate Ctr. Dr. or the 12" trunk sanitary sewer located within Avalon Av. have ever been assessed. It is possible that this development will be responsible for additional assessments resulting from the lateral benefit from trunk sanitary sewer. Additional research will be required to determine this. Otherwise, all costs associated with the construction of streets and public utilities will be the sole responsibility of this development. CONDITIONS: If approved, the Preliminary Plat should be subject to all of the Standard Conditions plus the following conditions: 1) A Planned Development be entered into adopting this concept and the detail landscaping plan as exhibits as part of this P.D. agreement. 2) No other development be allowed except the construction of office building #1 until either all of the utilities and streets have been put in to provide access to the 4 other lots in this plat. 3) A P.D. agreement shall be no more than 5 years. 4) All buildings shall be of a compatible architectural style as shown at the 2/26/85 meeting. It is the intention that brick and glass will be the exterior materials for these 4 office buildings. 5) No building shall exceed 45' in height unless a Conditional Use Permit is obtained. 6) Detailed light plan shall be reviewed by the neighborhood prior to con- struction. 7) Landscape plans and plantings for Pilot Knob Rd. Avalon Av. shall be installed with the 1st phase of development. 8) No roof or parking lot drainage will be allowed into the Pilot Knob Rd. storm sewer system. 9) This development shall incorporate as much storm water detention as possible by methods approved by the Eng. Dept. OPUS CORPORATION REZONING PRELIMINARYPLAT REPORT FEBRUARY 26, 1985 PAGE 5. CONDITIONS (continued) 10) A watermain of sufficient size to provide adequate fire flow, as determined by Staff, shall be constructed between Corporate Ctr. Dr. Avalon Av. to an alignment as approved by Staff. 11) Existing sanitary sewer services must be utilized for this development. 12) Trapp Rd. shall be constructed as a 40' width a 9 ton loading capacity. 13) Right —of —way for Trapp Rd. shall be a minimum of 66 increasing where necessary to provide adequate channelization. 14) This development shall be responsible for the lateral benefit assessment from trunk sanitary sewer if further research indicates it has never been, levied. 15) All costs associated with installation of public improvements for streets utilities will be the sole responsibility of this development. 01 L0 C\J r EDOA HT. 1 t M!VM 808 2 EAGANDAUE t 74-7 "LOS SPUR COUNTRY CLUB R B PF LB A f H H.1 1 HV IEW y l ACRES 7A R I 7 110 �I X TREFFLE ACRES A A lit GB SCi+iOdL R'4 Opp r j A A OME T� Fi KI R R- 4 PARK`r PF i U.S. POSTA SERVICE L a i "RD %4 �ADDITION z llu�h1�1a.__. D ._._.l -R -d O. frlMa �EC011pI� 7PfT{ q fw. O l: c-f nom: a --,f O oacmjo ►now[wa mu I.. n. 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S �arc�• t a «IM TI'11DYrIrMJR' I I 1 r. .n•e •«r•• VrgCVCLO TKE15 ILANT k P. 1 1 Yl wlnP eYLL'trIITWMM 1 I 'I .-�•pf h 4M p111Mr M••YrIW rr CW b1 rRM11 RKL •INIW 1 -a♦- .u■sulsps RlManYa. y r"'�. L I 1 R ■nlf /4 YrV le ^YOTI IOf 1 ItlRll•i OYMIIOa N W rtl q lilMYr �V MMG, �f• f1r•Mr Ib ^M wIY1K ^oa a wow rr ra lea v wa L N0182 KtrmolumtWUrrua r' 'RUIV �wtlNe7 ••o„ rrr rRw, l•�.. :.+.•J I•r•A ALON wr w.e 1 1 rteiwt mll(ttw rWL Wtn r■ l��It'rw +�nv N 1� W 6, c p �,l lsaflYltff 111rd'tr1J1' MI. YIWfIM IIIrI(IM m^ IItfYN■MRMtMIIMWO. 1 f•amm..:ROev 1 .Qi!beT�'Nlf. NI R[mf fwur Wn nitmon.W.l W .anMn nwla i r\NR r r W au rO nm. fW■r r Irm IRMIK rW MrUfl•■ ■t1 1+ I ..j•w >d 1 �I Vr1� f► .(^IMM,Y Irlt ll I• AIM M fp i ,11RrIW ,►M.. MYL r nW LANDSCAPE PLAN a IRm Ru. r.o w.rwcnifi QDrt w s .i 11:.;_ f"IS' _--3 U�' =,%w a n.uln Iu WKlnu r K• nut w.^m twn Mp. OA71'i f I fe•.r k'�" a nuatn. rv.. nw ulw i ""Flo �tl MGMOY I N 00[ 11 a NIWRCI WMN M R •OIW Rn„u 1//l. Ili GkW r 1 ■r a■Yp•IL r I r IWO I y of a14 J rwm fua V It•W ri m11 W a1W MI Ir WLL trl rlf■IDY. Yw W -.Z IYaY,mnr NN M W y„ O ■I. m1l A .Inn w �er w■ M tr 1Wf u■ I rMMIL ^l I, llrr f NY1Mr Na■. a^I■ra w..r nr�l.r alWU r LC.i41.•a_ ,�L= riNfhriNFlf 'i lWl, 1• 404 INDEX OF DRAWM3 d r A I IMAGE bRAWNd FIlT1/RIF SERVICE ROAO r CI GRAb*m WA r At SITE PLAN r rY.r.. r A7 FLOOR ILA r i r A4 FLOOR waNM�vaYioiis x y; 5„4S h. d rl'• 'i{../' iM wNC -f:.j�;.' runty. 1i 1 x •3 ek .,,fl' I I I Y S 1 M IN9 �I 1 1 �I` r 1 IrUr 0 rtY'.. !'�s•1•t•i•;1•'ray. I I.�.J I x''161— ••*sf S t r �w r i?r• I ti;11d3S 1►i�' �iaEi► 1 ,r I t'aVi4liviL ii:rif sa:rr. 3kea'hallvLi 1i,iii scan. t 4iiin6UAL i UAL 1,007 0 y xail:Ll :Il i •i, iipi •r.o� �I WkUd AVALON AVl, 1j:1E8 e:Itlti�l ti;000 so. ir, a�E ti dI&Ct WC 1YiA MAP QrtE PLAN IL Ip.rM t I I I 1 1 j 1 I II L 1 1 V iii �f i III' bill I. ,l H •i c m w I Y 1 /'1 M'1 VI IIf �i 1 i�Rt �i IL 1 k F 1. AVALON AVIL PfiAfmSR� �I n SECTION 0 C rt• I '1—I. I leis LT� 1ESCOM AVALON AVE 1 m= 7 ORW SECTM PARIfNk3F&i i E fl it i y'f 4.4srI I I I IESIOFIISr r ,',�fR."� r ow z Y AVALON AVE lei• j PARI►q LOT y Ai r ..mot. F 1 0 Q EL f •d v I .••1 z �1P I rte •.e.. EXISTNO 1XISTM ••wt PflOPQ. HESDENCE OARA64 AVALON AVE w 6 n SECTION A f s j o 1 �I s �w KE.1 t`wr...: •1! 1• I- 1 1 lX191N0 lXISTYIO AVALON AVE �yy RESDFIIS! PAWING LOT A. Imp d swn w f i 111 I 1�. '.7—w I.Ii'1. EXISTING s,, <•°'1 rr.n... t...o► W-Rmcs AVALON AVE u a PAPIfTA. f ai 70V. 8 I F k 7 74.0 r� f• 2 60 1 U J. H- a• 828.5 b I HP -3 GANDALEi l 8390 i r LOST SPUR 843.5 C TYT H F -C r CCUNTRY 1 141- c CLUB 3a" 3P; RM ,T 'FP-I 832.3 Hb\ l r�a.859.1 H-E I -_a' 'TaDVS eal,- a, p_� Js N CST NO 3 I p d. 4 s k SALLY �R fri aH VI i ry i y P Y ARK i+'iY! y f! .x11; 1 HP-4 1 �L 0 888 0 D 1 OP -12 D b 894 O 36 /868.0 -�^a L E- ACRES I i_ D'k 872.0 ANDS D DP -I D -b •m L.usrR tK -HO 2 .,.o-i Eli ."ER 859.3 8 66.0 �TB P _o N. lag E E -r E tLONE O AK D -9 b 1 876.0 12 I I ,E D c3� D d 24 rJl W 8782 _q 2a' ..!nE CE14S D_z I M -o-e p t LS.-30 a E -o 7 2 1 1 R. 881.9 DP -2 D-m o, 874.0 33 i a u�ta11 I 8T8.0 DP-19 �K£ 15 884.0 P, _k a� C 890.0 DP-w 3 :aCyv A q 860.0 DP -14 871.7 J 9 8274 ,1 e e. o Ls. -4 842.6.: :�iar,CS D •882.0 �'L DP -27 884.5 e' a pmc e74.6 DP -6 DP -I P -3 I ti Z C 87 4 CP -5 8.0 857.3 856 0 8 1.9 N 866.5 864.4 r -850.5 a 873.0 2 875.9 n n IP R tfAN a }y IEP-3 2a C l DP -5 1876.3 a FOX ��6' 838.3 ugpy RIDGE,!- �^-1 855.4 8772 s.e DP-4 -7-c z' 17 :.�P 87 4.8 L.5.-7 1; i 'I I 874.8 4 879.8_,- D !D -SJ 9 �I CP l an C h I f M DIP 10 L am' 848.0 DP` E 829.7 �Y PLENS' DP D -r 860.0 8583 y za aEY h efF FNNt 'QI 901.0 H r 862.8 1 C 9�HTSii AOfI- 904.2 �o. i I OP DP-T CP- 12 1� C �P 1 893.0 A Ci I f� 11 12' 8926 '._FARY PARK, 882.2 826.5 D o if A��i OA IILLS E city of eagan STORM SEWER approved: standard PUBLIC plate WORKS MASTER PLAN Fig..1 DEPARTMEN PILOT K NOB oolo- ma a t a W, 4 AN MIN n 4. 3 ii 4 �i WAS LINE k cr t ms 's i y 7p7?:T —N a a TEAM LINE a +fir" i.� ;yw uRNSIDE AVE. t q Z. 4 a a S X 3 ROAD 77 DN La.`3r p� CITY OF EAGAN SUBJECT: GALAXIE COURT ADDITION PRELIMINARY PLAT REZONING APPLICANT: M.G. ASTLEFORD LOCATION: PART OF THE NW'k OF THE NW'k OF SECTION 32 EXISTING ZONING: R.B. ROADSIDE BUSINESS DATE OF PUBLIC HEARING: FEBRUARY 28, 1985 DATE OF REPORT: FEBRUARY 19, 1985 REPORTED BY: GREG INGRAHAM, RICHARD HEFTI PROPOSAL SUMMARY: The applicant wishes to construct 7 warehouse (storage buildings) on 2.7 acres of land located SE of I -35E and NW of Galaxie Av. The rezoning would be from R.B. (roadside business) to G.B. (general business). ZONING LAND USE: The existing zoning does not specifically mention the mini storage use. Therefore, the applicant is requesting a change to General Business which has mini storage as a permitted use. One alternative to the rezoning would be a Conditional Use Permit to allow a rental storage facility in the Roadside Business District. The property is a fairly flat grassland which slopes down to the south and west. It is bordered by Interstate 35E on the north and west, agricultural land is to the east and south and a portion of Berkshire Ponds single family development is also to the south. The Comprehensive Guide Plan designation is Residential with a density range of 3 6 units per acre. CODE COMPLIANCE: The project meets all the lot coverage and setback requirements except for the building and parking setbacks along the east property line. Building and parking• setbacks to an Agricultural District are 50' and 20' respectively. The applicant has shown 35' and. 10', although, the property to the east is currently zoned Agricultural it is designated Limited Business in the Comp. Guide Plan. Setbacks to a L.B. district would be 10' for the building and 5' for the parking area. SITE PLANNING: Access to the site would be from a cul -de -sac off of Galaxie Av. This cul -de -sac would be located in the existing right -of -way of old Galaxie Av. Six of the buildings would be two story and one would be a one story. An on site caretaker would be living in building #7. Extensive land- scaping should be provided along the south property line to buffer the warehouses from the residential use. The entire site would be fenced with a 6' chain link fence. GALAXIE COURT ADDITION PP REZONING FEBRUARY 28, 1985 PAGE 2. GRADING /DRAINAGE The existing topography of this proposed development consists primarily of a hill, with drainage in all four directions. The slopes are relatively gentle, being generally less than 12 The proposed grading over this site involves primarily excavation operations. The small hill located near the center of this parcel will be lowered ten feet to flatten the site for the driveways and buildings. The grading plan indicates most of the drainage will be directed southerly rather than the multi— directional drainage patterns which presently exist. This development is proposing to collect the runoff in a storm sewer system along the southerly border of this development and transport it easterly to Galaxie Court, then southerly along Galaxie Court. to intersect with an existing 12 City storm sewer line. This particular storm sewer line serves as the positive outlet for Pond AP =15. The existing capacity of this 12" line is only approximately 2 cubic feet per second (CFS). In contrast, the estimated runoff generated by this development for a five —year frequency storm exceeds 10 CFS. Therefore, it is not feasible to provide storm sewer as proposed by this development. Instead, storm sewer from this development will have to be directed easterly toward Pond AP -14 or southwesterly into Pond AP -16. The final grading and erosion control plan will be required to be approved by the Engineering Department prior to final plat approval. UTILITIES Figure 2 shows the relationship of the existing utilities with respect to this development. These utilities consist of a 16 trunk water main south of this proposed development and a 20 trunk water main located within Galaxie Avenue. It is proposed to extend a lateral water main along the proposed Galaxie Court off of the existing 16" trunk water main. The 16" water main is of sufficient size and capacity to accommodate this. It is recommended this line be an 8 line because it will eventually be looped easterly through the area designated as limited business use on the Comp Guide Plan. An 8" line will provide adequate fire flow protection for these future uses. A 12" trunk sanitary sewer also exists south of this proposed development. It is proposed to extend an 8 lateral sanitary sewer line north from this 12" trunk line. This line would be located within Galaxie Court and terminate at the cul de sac. The 12" trunk line is of sufficient size, capacity and depth to accommodate flow from this proposed development. STREETS Old Galaxie Avenue abuts the easterly portion of this proposed development and. I -35E borders the northwestern boundary of this proposed development. The design of I -35E does not allow any access; old Galaxie Avenue provides the only access to this proposed development. Old Galaxie Avenue consists of a gravel— surfaced, rural roadway. The new Galaxie Avenue alignment was required due to the I -35E alignment cutting off access of Galaxie Avenue to Cliff Road. If this development is approved, then old Galaxie Avenue (proposed Galaxie Court) wilt have to be upgraded to City standards for a 9 —ton load capacity and a 40-foot—wide street with concrete curb and gutter and bituminous surfacing. RIGHT —OF— WAY /EASEMENTS Because old Galaxie Avenue deadends at the I -35E right —of —way, this development is requesting the vacation of the westerly half right —of —way of old Galaxie Avenue that will not be occupied by the GALAXIE COURT ADDITION PP REZONING FEBRUARY 28, 1985 PAGE 3. proposed Galaxie Court. This will require this development to be responsible for petitioning the City to hold a vacation hearing for the portion of old Galaxie Avenue to be vacated. This hearing must be held prior to final plat approval. A 33 -foot, half right -of -way will be required to be dedicated for Galaxie Court along with a 60 -foot radius for the cul de sac. This radius will encroach upon private property east of this development and will subsequently require the City's obtaining an easement for roadway purposes from this property. Therefore, the acquisition of this easement should be the responsi- bility of this development. Utility easements of sufficient width, as determined by the Engineering. Department, will be required over the water main not located within public right -of -way. These easements shall be shown on the final plat. In addition, utility easements will be required for storm sewer across parcel 011 -26, northwest quarter Section 32, or Lot 1, Block 2, Berkshire Ponds Addition depending upon which route is selected. ASSESSMENTS All trunk area and trunk related assessments have been levied over this existing parcel, 010 -27, Section 32. CONDITIONS: 1) All standard plat conditions and applicable City Ordinances shall be adhered to. 2) Storm sewer from this development will have to discharge into Pond AP -14 or AP -16. 3) An 8 diameter watermain shall be provided within Galaxie Ct. stubbed to the east property line. 4) Galaxie Ct. shall be' upgraded to a 40' wide, 9 ton load capactiy City street. 5) Public right -of -way for the west half of old Galaxie Av., north of Galaxie Ct, must be vacated prior to Final Plat approval. 6) A 60' radius cul -de -sac must be provided with additional easements acquisition from the adjacent parcel being the responsibility of this development. 7) A utility easement for storm sewer will be required over either parcel 011 -26 or Lot 1, Block 2, of Berkshire Ponds Addition. Y 889 9 r BP -35 905.2 \f•+. v .._I ,4-C 920.2 AP-4 I iJ ICEi11 t. 'ar 9VP =.?4i A'� BP o �.;49906r pr'• 8P-25 874,2 A-r bRa1MY I 9272 n 886.5 A 3 SAP 35 (j l 11 I d2.3.:.• tWn 6BQ6 f I a 1 i�c �I I i 63.6 A j 8 "IC�� 4 C fAP 8 i n `1. 1 ,AP 51 S` 918.0 1 p ��69.3 I AP 8900 889.2 P 923.2/ 76,0 uu i 1 1 m 15 894 t u/ e -rt� ..893.9 CIF 9IO B-d out -IB• 'uFA9RP'aaHSe.S 9/8 BP-23 t N 3a a..'•= uFF Q �I +a 9323. 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AP 29, 12 r ADA t 2i AP 19 r`� �r� 916 .0 AP -48J m 930.6 c� 920. r21A .338.8 w[ rax 920Q: "�R,� °..920 6 AP -47�- L 5 20 LP-58 9 8F 24' a �r -92 3 908 B 9, S r 9383 /1 9G AP 9/50 =i K p_c1: 9/4.8 T h ti J 3L i ry 9262_ r R P 18 LP C 925.5 1 0 MA TA to tS�'. 997 9243 93a 0 AP m LS. -1.9 MAfivr 1 LP-_( NORM* 9388 /'.r/ 926.0 r r.;.. _i cr aws DAKO I CC Pa; LP 59 4 940,5 893.3 ��A -yy 900.0 f LP-3 j l sarrFC 8971 J Iti A 80. 980.0 ESrc K 11 I 985.3 I r- M LP -2 T err` AZ= 1 LP -1 LP_ 60 APPLE i Vi;LLEY city of eagan STORM SEWER approved: plate rd PUBLIC WORKS DEPARTMEN MASTER PLAN Fig 1 Cn ir (1 f 4j m 0 I C CLIFF ROAD 6 2 11 D 578 -r 5 ui X999 NoKl 969 93 -M SUBJECT PARCEL HYD 1000 i a 798 a Q� �99 964 800 GALA ►,)A 8061 X68 t t� ac 966. 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Y4 1 �R�� -''r. �`•:V: 16•LCXii.?w •ri..5.1 SY S:�r'i�• 11idcyl.:n.:riu..._ •r. %w6 _ticL• 'W:: •'ls.s+•s..r!. }ra ••.'`i N•a•WTt LOCATION MAP U L w W W r W SITE y S OALA[w W VICINITY MAP I I UTILITIES LEGEND I I -e-w $arTre[rn•nsaw" o urTwe Weer u.0 nrTwo .•nt tar EAGAN r t norow um•n [[wu --f- nlsrow erollr[on i I I.rF 1 �1- r[ere.[e tarn Y•M Z -AMS wwoE J I I Q a w I --w otu wrlec l� a. r C Fes- Q Qi SITE DATA a: 61w. El a J S mulab 1 e n lew w. n.. e•w i 0 0 1 w lA i ul' r n: r UOAN V r Q O nn w. e IV wl w.n. r K �s e we w. n. It A J r w q. [cash[ r was r race ADOW uw V "m w Woman m[v W: R.• m am exam er an AM offlua W I x t J N D RAWN Er g o DESCR{PTION (we 1rt wM A r. a..sr Mr M r •M`w. erM M REVISIONS /r r•rt•n. eM•M Ir•4. w..wo IIIM Irer•Y•Ir �w er...... M u..rwutl.. •IrN N y n•t Y. U OTR Y EASEVENT EOOKI /AGE Q aLL onueaN[ uE unn I r TO rlxk n-A( scA� 0 fLE NO 1 fo 00 SHE 4 Of 3 CITY OF EAGAN SUBJECT: LIND ADDITION— PRELIMINARY PLAT REZONING APPLICANT: M.G. ASTLEFORD LOCATION: PART OF THE NE'k OF SECTION 16 EXISTING ZONING: R -4 (RESIDENTIAL MULTI— FAMILY) DATE OF PUBLIC HEARING: FEBRUARY 28, 1985 DATE OF REPORT: FEBRUARY 15, 1985 REPORTED BY: GREG INGRAHAM, ASST. PLANNER REVIEWED BY: DALE RUNKLE, CITY PLANNER PROPOSAL SUMMARY: The applicant is requesting Preliminary Plat approval of the Lind Addition consisting of 1 lot for 11 warehouse/ storage buildings and 1 outlot on 8.5 acres. The project would be located between Federal Dr. I -35E k mile south of Yankee Doodle Rd. The Rezoning request is to change from R -4 (residential multiple)to P.D. (planned development). ZONING LAND USE: The parcel is zoned R -4 and the Land Use Guide Plan design- ates it as residential with a density of 3 6 units per acre. The triangular site is bordered by offices to the north, Royal Oak Circle Apartments are planned across Federal Dr. and I -35E lies to the east. The parcel is relatively flat grassland with a steep slope down to the I -35E right -of -way. The Planned Development would have a limited business use on the outlot and the mini storage use on Lot 1. CODE COMPLIANCE: The 11 storage buildings (39,100 S.F.) cover 26% of the site. They meet all the setback requirementsfrom Federal Dr. and I -35E. SITE PLANNING: Access is off of Federal Dr. directly across from the Royal Oaks Circle future driveway. Six of the storage buildings would be two story and five would be one story. The exterior construction is textured concrete panels and concrete block. An on site manager would live on the premises in an apartment in building #1. Some landscaping is indicated on the site plan, the amount of screening should be increased on the final landscape plan. The site would be fenced with a 6' high chain link security fence. LIND ADDITION FEBRUARY 28, 1985 PAGE 2 GRADING /DRAINAGE: The existing topography is slightly rolling with the site sloping from north to south. This development is located within Major Drainage District J. Runoff from this development will collect in a small detention pond built by MnDOT across from Violet Lane. From here it will be discharged through a controlled outlet into MnDOT right —of —way and drained through the roadside ditch for I -35E down to Pond JP -5. This pond does have a positive gravity outlet to Blackhawk Lake. It is proposed to grade this development to maintain the existing drainage pattern, that being from north to south. The grading as proposed will probably preclude any future access from this site from Outlot A. The necessity of this access will be further discussed under the paragraph entitled STREETS The reason a future connection will- probably not be feasible with this grading plan is that this plan is lowering the north end of this lot appoximately 10 ft., while leaving the southern portion of Outlot A at existing grades. It does not appear' likely that Outlot A will be lowered significantly. This is because the elevation rises to the north on Outlot A. The proposed drainage over this development is to be southerly and collected in catch basins at the south end of this development. Staff would recommend that three catch basins be installed at the south end to pick up the runoff rather than the two as proposed. Staff feels, in reviewing this site, that a minimum of three catch basins will be required to accomodate the volume of runoff generated by the vast amount of impervious surface created by this development. This drainage would then be discharged into MnDOT's detention pond that -is immediately south of this development. However, staff recommends -this grading and drainage plan be reviewed by MnDOT and that written comments be received regarding this drainage scheme prior to final plat approval. In addition, the steep slopes resulting from grading along the east —west property line measuring 148 ft. could be reduced. This can be accomplished by requiring this developer obtain a permit from MnDOT to grade within MnDOT right —of —way. Staff would strongly recommend this permit be pursued as a condition of final plat approval. UTILITIES: Sanitary sewer of sufficient size, capacity and depth exist within Englert Road that will provide 'future service to this proposed develop— ment. However, it will have, to be extended northerly. Also, a watermain of sufficient size, capacity and depth exists within Federal Drive just north of Outlot A. This will have to be extended southerly and the crossing of Federal Drive will have to be made along with the sanitary sewer crossing. It is staff's understanding that this development is anticipating scheduling utility construction with the proposed Royal Oak Apartment development. The Royal Oak development will also require sanitary sewer being brought northerly from Englert Road and watermain being brought southerly from Federal Drive. Because Federal Drive is the only access to the Blackhawk Hills Additions, staff is recommending that all utility crossings required for this development be jacked and not open —cut. In addition, this will maintain the integrity of a newly constructed street. STREETS: Federal Drive is the only existing street which abutts this proposed development on this development's westerly. boundary. Federal Drive was constructed by MnDOT as a part of the I -35E construction in the summer of LIND ADDITION FEBRUARY 28, 1985 PAGE 3 1984. From Violet Lane to Washington Avenue, it is constructed 44 ft. wide as a 9 —ton street. This development will not require any public streets at this time. As discussed under "GRADING /DRAINAGE a connection between this lot and Outlot A appears highly unlikely due to the grading. However, staff is not convinced a connection is necessary due to the proposed use. RIGHT —OF— WAY /EASEMENTS: Right —of —way has been obtained by MnDOT for the construction of Federal Drive. No other right —of —way will be required to be dedicated with this development. Easements of sufficient width shall be dedicated on the final plat for all utilities not located within public right —of —way. These widths shall be determined by the Engineering Department. ASSESSMENTS: Although our records indicate this parcel proposed to be developed has been assessed for trunk area watermain, sanitary sewer and storm sewer, they were not assessed at the proposed commercial /industrial zoning rate. Instead, trunk area waterm ain was assessed at the residential zoning rate. The trunk area sanitary sewer rates are the same for all zonings. Subsequently, in accordance with the City's special assessment policy 82 -1, the difference between the proposed zoning rates and previously assessed zoning rates in the year that final plat approval is received is the responsibility of this development. These assessment amounts are summarized in the following table. ASSESSMENT SUMMARY TABLE ESTIMATED 1985 RATE DESCRIPTION QUANTITY DIFFERENCE AMOUNT Trunk Area Watermain 3.4 Ac. $1,830 /Ac. $6,222 Trunk Area Storm Sewer 148,100 s.f. 0.011 /s.f. 1,629 TOTAL ESTIMATED ASSESSMENT UPGRADING DUE $7,851 Final assessments amounts will be determined using final plat areas and rates in effect at the time of final platting. These assessments are due at the time of final platting. They will either be paid in full or spread by an executed waiver of hearing over a 15 —year period at the interest rate of the City's latest bond sale. CONDITIONS If approved, the plat shall be subject to the following conditions: 1) A provision of the approval would be to allow an on —site residence for the caretaker. 2) The standard plat conditions and- applicable City ordinances shall be adhered to. 3) A Planned Development Agreement shall be entered into between the applicant and the City with the term of the P.D. being 5 years. LIND ADDITION FEBRUARY 28, 1985 PAGE 4 f 4) No slopes be allowed within this development steeper than 3:1. 5) Vritten comments from MnDOT regarding the proposed grading and drainage of this development shall be received prior to final plat approval. 6) A public improvement proiect for utility installation to provide service to this development shall be approved by Council prior to final plat approval. 7) Open cutting of Federal DriVr for the installation of utilities not be allowed. 8) This development shall be responsible for upgrading trunk area watermain and storm sewer assessments based on rates in effect at the time of final platting. 9) This development shall be responsible for all costs associated with providing lateral utilities to this development. COACH AA FOX Po A A RIDGE SURREY rd G A Rib G 8--4; RB ENS I -C- E N V If HT I J P- Fc ist 7 =2 /I csc PD Le 81-3 PILOT K T =IL---': CENT1 WNV �W. p R A F B L K l t i r l t s N! SLACKKI Fl AC R ES--- I WI L R X R-2 A Id CITY BLACKHAWK PARK K HALL 0 p-, P K P� 77-2 A 'E SK a, La, .co A R-1 I tH I s L O� ci st A :,T "N co NEUMANN 0 EXISTING ZONING EXISTING ZONING, LOCATION MAP R -4 I PD75 -3 w I r w I E 1 Ate C N In S W L z PROPOSED ZONING w I W N I PD OUTLOT A I E w Z i 5.1 AC. I I I t'EI• 3 0� I N I 7 DESCRIPTION EXISTING ZONING GA GR. AC. w.A M L A.t 4 A CAI VrN Y YI r Wl YM V iw "fur' O Q Q. i I LOT 1 O BLK 1 Q W I PROPOSE ZONING "••N N i D s ..J .w ur"r Mrr rr err i IM r r YN M r ►rr" A^Y. r ►+Mr C Q r �r 1Hrif w W tiV. tiwrr 0 O a I 0 I IL [O"A D R AWN e N EXISTING ZONING 6 II VIOLET LA ZE EXISTING ZONING NO/<M G' MEL ��IAL A NSA" tt PROPOSED RCOYAL OA{ CIRCLE i L-J I I I J L I I FEERAL ORNE rm- 7 r list M i f� i T 7 N 7 `tile 1 4 t[ o pi A it 0 a —r�—Z naasassasstssi� a Q6 1 o a >tnrnn�i�l>tnn� a LIND�ADDITION o i l James RHillinc PRELIMINARY SITE PLyIN A LANDSCAPING .PLANNERS ENGINEERS /SURVEYORS M.O. ASTLEFORD faoonleo�arr ca.acow+var LOCATION MAP igjS� W Y C �/i I 1 z 1 I L w it DESCRIPTION g z o r SITE DATA as 0 i m t1. ti I f 1R 1. 11J"1 1.1 _Z Q C. A Z N x. cr i f a f r W y A, r" a n D cAm" rrTir I rrllI ills n mass. lni, IN. "tvnioxr L YTY Y1. IMI. 4 YIY col Yt II 4111 rY mm Simi ,00x1 Y11g111 II YRf 1ILL. Ir. "a. IM M rn. M. r1t. Clxixatly S00" ►Yi IIY 1Ax1 IF, VIOLET LANE IIlR TD S ft At. IIILRCT ra[ xo 1 SHEET 5 Of 3 PR O A, SED ROYAL OAK CIRCLE I. I L� �J ri LF I FMXRAL omw on o a s t }te;R V 111 c i f 116/iviiGitf m M p. �7■ m il �IIt11111itittfill y -:L; o II LIND ADDITION iAGAt James R. Hill inc E PRELIMINARY UTILITY PLAN ter' r M PLANNERS ENGINEERS /SURVEYORS r■ 1 M.G.ASTLEFORD tee w. ■w, to ■e ■■■rnu, ■•s■f �«r.ry ■xae �taeaDf •tD0.w6�Ol Y170<.7•@iF.�s .i� �tM� fM'N'M't- Ykw�c M ..V •N/ •.Y L.I W .M j :!,7' •.'Y' 11 er i 1r• .YO Y�O wa• I u .(•k. Y r a r__. —W -y. W .f- _i•.- __f'— 11. 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J p•Ipt,ma: nil' 4r 1: LIND ADD. ce a:1i3:.i.ir .Sr.a.:a1J:'� C •�or•:%Y.:: f flT .Cr.• L i,.itcr n ...!'an;••. ..J •4r: a►u_ MYfil•,,..,�r ,�r.r IN 1 19T f 01 fN u CITY OF EAGAN t SUBJECT: PRELIMINARY PLAT OVERHILL FARM 2ND ADDITION APPLICANT: OVERHILL PROPERTIES LOCATION: PART OF THE SWk OF SECTION 25 EXISTING ZONING: R -1, RESIDENTIAL SINGLE FAMILY DATE OF PUBLIC HEARING: FEBRUARY 28, 1985 DATE OF REPORT: FEBRUARY 20, 1985 REPORTED BY: GREG H. INGRAHAM, ASST. PLANNER REVIEWED BY: DALE C. RUNKLE, CITY PLANNER PROPOSAL SUMMARY: The Overhill Farm Preliminary Plat was originally approved in 1981. The project is located east of Dodd Rd. and north of Cliff Rd. The applicant now wishes to alter some of the lot lines of the approved plat to create three more lots than were originally approved. The existing Preliminary Plat called for 37 single family lots on approx. 18 acres. The revised plat would contain 40 single family lots. ZONING LAND USE: The parcel is zoned R -1, residential single family. Overhill Farm 1st Addition, consisting of 7 duplex lots and 12 single family lots, is to the south and dedicated park land is to the east. CODE COMPLIANCE: The new plat layout meets all the requirements of an R -1 district. All lots are greater than 12,000 S.F. and wider than 85'. the gross density is approx. 2.3 units per acre. The net density is 2.7 units per acre. SITE PLANNING: Circulation 'is the same as -the original plat except for a minor alignment change along the northern portion.of Hay Lake Rd. The average lot size is approx. 16,000 S.F. with the smallest lot being 13,000 S.F. GRADING /DRAINAGE: The overall topography of this proposed plat is situated on a small hill with natural drainage in all four directions. The slopes away from this hill are generally less than 15 with the steepest slopes adjacent Hay Lake. Grading has been accomplished over the south and easterly portion of this development under the Overhill Farm 1st Addition development. The proposed grading plan as submitted with this development appears to be consistent with City Code. Basically, the grading will entail cutting approximately 10 ft. off the. hill to fill in the lower surrounding areas. Most of the filling will be required over. the easterly half of Block 4. The maximum amount of fill placed in this 'area appears to be less than 12 ft. The fill placed within the proposed right -of -way for Hay Lake Road should be placed in accordance with City standards. This development will be responsible for installing adequate erosion control methods to prevent any sediment from being transported off this site onto Hay Lake or adjacent OVERHILL FARM 2ND ADDITION .FEBRUARY 28, 1985 PAGE 2 properties. These erosion control measures shall be shown on the final grading plan which shall be submitted to staff and approved prior to final plat approval. Because this development proposes to grade on City parkland, the grading plan should be reviewed by the Park Department. UTILITIES: Sanitary sewer of sufficient size, capacity and depth exist within the proximity of this proposed development to provide service to it. These include an 18" trunk sanitary sewer and an 8 lateral sanitary sewer as depicted in Figure #2. Watermain of sufficient size, capacity and depth exist in the proximity of this development to provide service to it. The watermain consists of a 16" trunk watermain within Dodd Road` and a 6 lateral watermain constructed within Hay Lake Road under the Overhill Farm 1st Addition. The locatizn of these watermains can be seen in Figure #2. No trunk utilities will have to be installed to accomodate this proposed development. STREETS: Dodd Road abutts this development on its westerly border. Dodd Road is designated as a City collector street. Presently, Dodd Road exists as a 34 ft. wide street with bituminous surfacing. The ultimate design section for Dodd Road is to be 44 ft. wide with concrete curb and gutter and additional surfacing to bring Dodd Road to the City's standard for a collector street. However, it is not anticipated that the addition to this development will necessitate the upgrading of Dodd Road to its final state. Hay Lake Road is being proposed to be connected to Dodd Road to provide two accesses to this development. This access point is in alignment with a future street to be located within the Fawn Ridge development on the west side of Dodd Road. The developer is proposing to shift the alignment of west Hay Lake Road westerly approximately 20 ft. Staff does not anticipate any problems resulting from this shift of alignment. RIGHT -OF- WAY /EASEMENTS: A 40 ft. half right -of -way will be required to be dedicated for Dodd Road. A 60 ft. right -of -way shall be dedicated for all internal streets. Easements shall be dedicated as required by code. ASSESSMENTS: All trunk area and trunk related assessments have been levied for Outlot A, Overhill Farm 1st Addition. This development will be resr)onsible for all costs associated with installation of internal streets and utilities. OVERHILL FARM 2ND ADDITION .FEBRUARY 28, 1985 PAGE 2 CONDITIONS If approved, the Preliminary Plat shall be subject to the following conditions: 1) All City ordinances and standard plat conditions shall be adhered to. 2) The final grading and erosion control plan shall be reviewed by the Park Department prior to final plat approval. 3) a 40' half public right -of -way shall be dedicated for Dodd Road. 4) 60' full public right -of -way shall be dedicated for internal streets. 5) All costs associated with installation of public streets and utilities shall be the sole responsibility of this development. 3.�_ j C. S. A. H. 30 AUDITOR'S SURD. NO. 4Z w f PD-LU 75-I_�� j ac' I Q A !T I I 1 i ,LAKESIDE PARK I SCHWANZ'..LAKE. PK OAK V POND HI w 1A�A co A P K NCLUGEG X,' I V PARK) HA L m i I PK i A A •L 1 1 od I P� t� n,cc. Il�,�.s° �.f�. `n,..e� w ti I 'ri.... �u n,s•o n,s.. w I I r I rte 'A L A 1L E R_ o Ate. �•p 1 N n a 1{ Talc 114.5..�N 15 5.a ?a: i X1 15 1 t3 .12 11 10 H a rr I a e V i q,► fsraoj o�ueR eueavlDesz: I F L I aml i y YOit- DE5IGU o r eiup OA H 1 L L Q O A •n.•ocuria a.s�enur l IINL Q' r':..E °T Ts ra vraiir w� gxlsmu4 zoulwrg- W N I4.fse f 1 tA.SEME4ITS:C�.- !"•••�4unl.m) Y 1 :`Lr to b n. .D, .ceNr TO >nenra i I Q nceee.4L•s rk ca*+sITY ,e IA ^I �Lri+ar rwlseCeroS�'3.LT- it -Trryl ie.•,r.•.r R.a- I o i�e.'•/•A .w ■..I.pl•'H LEGlL D!3GPITiIO C_ I pTF:iRi q.¢r/l'r1a7TILYTle a.w. Cam os'ti awS� �a cot: Mh -tu►�J •r v.w L. j tie: /,•.4 sis _'9S� ST.eb ?.!i• a;• w ;-�!i� PIS H 1 M' A s7., L K G •r.- r O �IyL\ �/w O�• ti`s !1 H: •�tis. l wa. :K t is "a 1 ('w j i::` j I•\ -'q �ff i` e .r. ter- OT A l Z. 7. I j `R r �:eOY•v�. r ,c L„aZ• t, i ^c t v� .I _•+'!'3+y �"'-F As `c -l• cp.._ se`s �.ti {a t I7 tt T�� iSr rry 7 jl ,S =�eA� p.�ee •1 =a -aa.. ,t' _"~•S- `.•tea, -o_ }}'�j J/�� �y e. as /!'�d, j' 4. G L 1 F Q r .r� AySOCIATED 9U[Yt7sK {GtJ611JPCIL.1.iL lit y ISIS! 7179_!47f lrr a y W"T y 0 J -4 z -2 SUBJECT PARCEL I I L -25 o OA L-29 -33 30 l L -3 L 32 N 111 .4 A� L -35 4 IEW L E ADO. {-ST -1 MAROTZ KE AD y 4 Jm kr K S: I G U R Y E 1 AGENDA ADVISORY PARKS RECREATION COMMISSION EAGAN, MINNESOTA EAGAN MUNICIPAL CENTER 7:00 P.M. FEBRUARY 21, 1985 1. PARK SYSTEMS PLAN MATERIALS REVIEW HANDOUT 2/7/85. 2. PLAY EQUIPMENT SPRING /SUMMER 1 85. 3. PARK COST ESTIMATES. 4. ITEMS DEFERRED FROM FEBRUARY 7, 1985. a. Security lights neighborhood parks b. 1984 housing update. C. 1984 Commission objectives 5. OTHER MEMO TO: ADVISORY PARKS RECREATION COMMISSION FROM: KEN VRAA, DIRECTOR OF PARKS RECREATION DATE: FEBRUARY 19, 1985 RE: THURSDAY, FEBRUARY 21 COMMISSION MEETING The Thursday Commission meeting, which is typically informal in nature, appears to have only a brief agenda for the Commission. Members are reminded to bring their "draft" material of the Systems Plan Update which was handed out at the February 7 meeting. Thorough review and reading of this material beforehand will expedite the discussion Thursday evening. It would be appropriate that all final corrections are made and issues addressed so direction can be given to our Systems Plan Consultant for eventual printing. Staff is proceeding with playground equipment specifications under the same format as previously approved by the Commission last year. However, there is a question relative to the location of play equipment at Oak Chase Park. Staff has done a mini —study relative to the location of this play equipment for review by the Advisory Commission. Cost estimates are being assembled for the spring construction projects. The best information will be presented for review. At this time, there appears to be no major issues associated with budgeting or construction and generally we appear to be falling within previously established amounts. However, members are reminded that the cost of buildings are yet to be determined in all functions of the architectural program. The remaining items are issues that were deferred from the February 7 Commission meeting. No formal action is required on these issues and will appear as clean —up items.