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6.7. SR 05-17-2004TO: FROM: DATE: SUBJECT: Item # 6.7. MEMORANDUM Mayor and City Council Scott Harlicker, Senior Plann~ May 17, 2004 Case No. CU 04-05 and P04-04 Request by Guardian Angels for Conditional Use Permit and Final Plat Approval- Pullman Place Request Consider a request by Guardian Angels for a conditional use permit for a senior housing cooperative and final plat approval for Pullman Phce. Location East side of Twin Lakes Road in the Elk River Station PUD Zoning/Land Use PUD (Planned Unit Development) / CC (Community Commercial) 60-Day Rule At the April 19, 2004 City Council meeting the Council, in order to comply with Minnesota State Statute 15.99 (60-Day Requirement), extended the 60 day requirement to June 22ha. Attachments Location map · Memo from the City Engineer · April 19th staff report Memo to Mayor & City Council/P 04-04 & CU 04-05 May 17, 2004 Page 2 · Final Plat Pullman place · Resolution No. 04- Overview At the April 19th meeting the Council tabled action on the final plat and the conditional use permit. There were several significant engineering issues that had to be addressed. The applicant's engineer has been working with the City Engineer to address those issues. There remain several engineering issues of varying significance. Those issues are outlined in the City Engineers memo. Recommendation Staff and the Planning Commission recommend approval of the conditional use permit based on the following findings: (1) Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. (2) Will be consistent with the comprehensive plan. (3) Will not impede the normal and orderly development and improvement of surrounding vacant property. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. (s) Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. (6) Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. (7) Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. The conditional use permit should be subject to the following conditions: 1. ALL COMMENTS OF THE CITY ENGINEER BE ADDRESSED 2. THE LANDSCAPE PLAN SHALL BE REVISED TO INCLUDE STREET TREES ALONG 171sT AND 172ND AVENUES. S:\PLANNING\Case Files\2004\CU 04-05 Pullman Place\CU04-05CC5-17.doc Memo to Mayor & City Council/P 04-04 & CU 04-05 May 17, 2004 Page 3 3. THE ADJACENT STREETS HALL BE SIGNED 'eNO PARKING" PER DIRECTION OF THE FIRE CHIEF. 4. THE LOOP IN FRONT OF THE ENTRANCE TO THE BUILDING SHALL BE SIGNED "NO PARKING". 5. EMERGENCY ACCESS SHALL BE PROVIDED FROM POLK STREET PER DIRECTION OF THE FIRE CHIEF. Staff also recommends that the Council approve the attached Resolution No. 04- granting final plat approval of Pullman Place with the following conditions: 1. ALL COMMENTS OF THE CITY ENGINEER SHALL BE ADDRESSED &\PLANNING\Case Files\2004\CU 04-05 Pullman Place\CU04-05CC5-17.doc ~ver Case Number: CU 04-05 GUARDIAN ANGELS Howard Ft, Green Gomp ny May 10, 2004 File: 812622J-0240 Mr. Scott Harlicker Senior Planner City of Elk River 13065 Orono Parkway Elk River, MN 55330 RE: PULLMAN PLACE Dear Mr. Harlicker: As requested, we have reviewed the revised submittal for the proposed Pullman Place development in the Elk River Station development. The revised information was provided by John Oliver & Associates and dated April 28, 2004. It consisted of revised drainage calculations and revised site drawings. Based upon our review, we would offer the following comments: The drawing showed the outlet from the ponds in the southeast corner at an elevation of 883.0. The pond bottom is approximately 878.0. Unless infiltration and/or evaporation lower the water level, the pond will have a normal water level of 883.0. However, the pond modeling assumes an empty pond and an elevation of 878.0 at the start of the storm. This is incorrect; the modeling should be rerun, assuming an 883.0 pond elevation at the start of the storm. This will have the net effect of raising the high water level (HWL) and the peak discharge into the existing storm sewer system. The pond in the northeast corner of the site has the normal water level (NWL) mislabeled. It is shown at 886.0 higher than the HWL. This needs to be corrected. in response to our last set of comments, which indicated the pond's average depth was too shallow to facilitate the required treatment, Mr. Campbell from John Oliver & Associates indicates that the average depth of the northeast basin is 1.35 feet and the average depth of the southeast basin is slightly more than 2.5 feet, which is the best that he can accomplished on the site. Given this information, the developers may want to consider lining the ponds below the NWL to maintain the aesthetics of standing water in the ponding areas. With these shallow depths, it is highly likely that the ponds will dry out and be unsightly much of the time. The watermain loop from 171s~ Lane to 172n~ Avenue across the road in front of Pullman Place needs to be eight inches in diameter. It is currently shown as a six-inch watermain. Ltr-501004-Harlicker,doc 2550 University Avenue West · Suite 400N · St. Paul, MN 55114 · 651/644-4389 fax 651/644-9446 toll free 888/368-4389 Mr. Harlicker May 10, 2004 Page Two The hydrants that were agreed upon with the Fire Chief are shown in the appropriate locations. There are, however, five open cuts of the existing bituminous street required, including the sanitary sewer connection. These open cuts need to be coordinated so that they are completed before the final lift of bituminous surfacing goes on 171st Lane and 172nd Avenue. Additional drainage and utility easements need to be provided on this site, which encompasses all of the watermain loop and hydrant locations. These facilities will be considered public so that the Elk River Municipal Utilities can operate and maintain the hydrants to ensure that they are in good working order if and when needed. The agreed-upon fire lane is shown to be constructed on the pdvate roadway east of Pullman Place. It is approximately 90 feet long, 25 feet wide, with relatively sharp transitions from the existing road. Prior to final approval, the developers should provide proof that they have the right to construct this fire lane and that it will be maintained, including snow removal during the winter months. Prior to any construction taking place at Pullman Place, detailed plans should be submitted, reviewed and approved that deal with specific construction issues and elevations relative to the fire lane. Other construction activities that need to be detailed would be construction signing during the open cutting of the public roads, and details on how and when the roads will be restored. There is a condition in the approval for this development that requires "No Parking" signs around the perimeter roadways. These should be shown on the site civil plan set. If you haVe any questions regarding any of these issues, please call. Sincerely, Howard R. Green Company er~J%~u~rer, P.E. TJM:sw Cc: Dale Campbell, John Oliver & Associates Ltr-501004-Hadicker.doc TO: FROM: DATE: SUBJECT: Item # MEMORANDUM Mayor and City Council Scott Harlicker, Senior Planner April 19, 2004 Case No. CU 04-05 Request by Guardian Angels for Conditional Use Permit and Final Plat Approval- Pullman Place Request Consider a request by Guardian Angels for a conditional use permit for a senior housing cooperative and final plat approval for Pullman Place. Location East side of Twin Lakes Road in the Elk River Station PUD Zoninq/tand Use PUD (Planned Unit Development) / CC (Community Commercial) 60-Day and 120-Da¥ Rule In order to comply with Minnesota State Statute 15.99 (dO-Day Requirement), action must be taken on the requests for the amendment to the land use plan, the request for the rezoning and the request for the conditional use permit by April 23, 2004. Attachments · Location Map · Development Plans and Plat Memo to Mayor & City Council/CU 04-05 April 19, 2004 Page 2 · Memo from the City Engineer · Concept Plan Elk River Station Overview The applicant is proposing to construct a 65 unit senior housing cooperative. The project will include 65 parking spaces in an underground parking lot. A senior housing complex was approved on this site as part of the conditional use permit approved for the Elk River Station PUD. The general configuration of the building and layout of the site is consistent with the concept plan. However, the building is smaller and the layout has been modified to accommodate on-site stormwater pending. Site Design The site is bounded by public streets on the north and south sides, a private street that provides access to townhouses on the east side of the site and a future commercial/office complex on the west side. There will be a private access drive that will provide access to this site, along the south property line. A 32 space parking lot and drop off lane are located in front of the building. Two stormwater ponds are also located on the site, one in the southeast corner and one in the northeast comer. The entrance to the under ground parking is on the north end of the building and the exit is on the south end. Building Elevations The building is proposed to be a three story modified L-shaped structure with underground parking. A patio area is located at the southeast comer of the building over looking one of the stormwater ponds. No direct outside access to the patio area will be provided; access to the patio will be through the lobby area. The co-op will be a mix of one and two bedroom owner occupied units. None of the units will have direct access from the outside. Each unit will have it's own deck. Exterior materials will be a mix of cultured stoned, vertical vinyl beadboard siding, shingle vinyl siding and horizontal vinyl lap siding. Analysis Site plan Parking and Access Access for the site is provided via a private street which is located in front of the building and connects 171st and 172"d Avenues. The drive is 25 feet wide, which is sufficient for two way traffic. The spaces and drive aisle in the 32 space parking lot in front of the building comply with the dimensional requirements of the zoning code. The loop drive aisle in front of the entrance will have to be signed "no parking" so that emergency access can be maintained. All parking areas and drive aisles will include concrete curb and gutter. The intersections of the private drive and 171~t and 172nd Avenues line up with the existing driveways serving the townhouse development. S:\PLANNING\Case Files\2004\CU 04-05 Pullman Place\CU04-05CC4-19.doc Memo to Mayor & City Council/CU 04-05 April 19, 2004 Page 3 The entrance into the underground parking garage is located at the north end of the building. Vehicles leaving the garage will exit from the south end of the building. Access for both the entrance and exit is from the private street. With 65 underground spaces and 32 spaces in front of the building, there is a total of 97 parking spaces provided. The parking ratio is 1.5 spaces per unit. For comparison, the parking requirements for senior citizen housing is 1 space per umt plus 1 space for each employee; parking for residences in the downtown district is 1.25 spaces per trait, and parking for general multi-family is 2.5 space per unit. If parking is an issue, the private street could be widened by 3 feet so that it is 28 feet wide and additional spaces could be provided on the one side of the private street. Per direction of the Fire Chief, adjacent streets will be signed "no parking". No access to the commercial property to the west is proposed from the private drive. It is the desire of the applicant to keep the traffic associated with Pullman Place separate from the traffic generated by the commercial lot. This is consistent with the approved concept plan. However, the proposed daycare has access from this private street in the concept plan but not on the plan being proposed by the applicant. The day care center will have access from the commercial/office development located east of Twin Lakes Road. Grading. Drainage and Utilities Grading, drainage and utility issues are addressed in the City Engineer's memo. Landscaping The landscape plan includes a variety of shrubs and ornamental trees around the base of the building and the landscaped parking islands. A mix of 17 evergreen trees, 6 birch and 4 willows are proposed around the stormwater ponds. Five maple trees and 9 birch trees are proposed along the private street. Street trees should be provided along 171 st and 172"d Avenues. With the addition of street trees, the landscape plan will be acceptable. Building Elevations Exterior materials will be a mix of cultured stoned, vertical vinyl beadboard siding, shingle vinyl siding and horizontal vinyl lap siding. The west, north and southeast elevations will consist primarily of vinyl shingle siding with vertical beadboard vinyl siding in a band along the top and in the peaks. The north and west elevations are the end of the building that include the entrance and exit to the underground parking; the southeast elevation is the side that includes the outdoor patio area. The east and west elevations will be primarily the horizontal vinyl siding with the vinyl shingle siding around the decks and vertical vinyl siding in the peaks. The entry elevation includes the addition of cultured stone. The area of the exposed foundation will be rockface concrete block. The exterior includes a good mix of finishes; the peaks break up the roofline, and the decks and breaks in the flat building surfaces provide relief to the building elevations. The applicant will provide colored material samples for the Council to review. S:\PLANNING\Case Files\2004\CU 04-05 Pullman Place\CU04-05CC4-19.doc Memo to Mayor & City Council/CU 04-05 April 19, 2O04 Page 4 Final Plat The applicant is also requesting final plat approval for Pullman Place. The lot was platted as Outlot E, Elk River Station. The final plat is consistent with the preliminary plat; however, given the drainage concerns raised in the City Engineers memo, staff recommends that the Council table the request for final plat for Pullman Place. Plannin.q Commission Meefin.q At the Planning Commission meeting held on March 23rd, no one spoke at the public hearing. The Commission discussion focused on exterior building materials. They compared the materials to those required for the R3 zoning district. However, the R3 exterior material requirements only apply to "townhouse dwellings". Recommendation The Planning Commission recommended that the City Council approve the Conditional Use Permit for Pullman Place based on the following findings: 0) Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. (2) Will be consistent with the comprehensive plan. (3) Will not impede the normal and orderly development and improvement of surrounding vacant property. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and rite protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. (s) Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. (6) Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. (7) Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. The conditional use permit should be subject to the following conditions: &\PLANNING\Case Files\2004\CU 04-05 Pullman Place\CU04-05CC4-19.doc Memo to Mayor & City Council/CU 04-05 April 19, 2004 Page 5 1. ALL COMMENTS OF THE CITY ENGINEER BE ADDRESSED 2. THE LANDSCAPE PLAN SHALL BE REVISED TO INCLUDE STREET TREES ALONG 171sT AND 172ND AVENUES. 3. THE ADJACENT STREETS HALL BE SIGNED "NO PARKING" PER DIRECTION OF THE FIRE CHIEF. 4. THE LOOP IN FRONT OF THE ENTRANCE TO THE BUILDING SHALL BE SIGNED "NO PARKING". 5. EMERGENCY ACCESS SHALL BE PROVIDED FROM POLK STREET PER DIRECTION OF THE FIRE CHIEF. However, since the March 15th Planning Commission meeting, the City Engineer has had an opportunity to review revised grading, drainage and utility information. Based on the information contained in the City Engineer's memo dated April 15, 2004, staff recommends that this request for a conditional use permit and final plat for Pullman Place be tabled to the May 17th City Council meeting. If the Council tables this item, the 60 day role needs to be extended another 60 days to June 22nd. S:\PLANNING\Case Files\2004\CU 04-05 Pullman Place\CU04-05CC4-19.doc AVENUE NW 3USTRIAL CIRCLE HILLSIDE CITY PARK DOT PROPERTY 175TH I VA TE) Pi ND $I~CO~p ~¢10 ADp~- SITE ~,~BBy ~ Appi1'lolq River Case Number: Location Map CU 04-05 GUARDIAN ANGELS N , G!een C, ompany April 15, 2004 File: 812622 J-0240 Mr. Scott Harlicker Senior Planner City of Elk River 13065 Orono Parkway Elk River, MN 55330 RE: PULLMAN PLACE Dear Mr. Harlicker: As you are aware we have had a number of meetings with the developer and their representatives regarding Pullman Place project. We have come to resolution on all of the issues relative to site plan development, hydrant placement, and firefighting needs. However at this point we have not received revised plans showing any of the issues we have discussed and resolved in plan form. We have received revised drainage calculations from John Oliver and Associates and have completed a review on them. At this point the drainage calculations are not approvable because of a number of issues still unresolved. These issues are as follows: · The grading plan shows a storm sewer entering the northeast detention pond with an invert of 886.0. The storm sewer intake located immediately upstream from the pond shows two inverts, 887.6 and 883.4. The lower invert is 2.6 feet lower then the pond inlet. This difference in structure elevations needs to be resolved. · The normal Water level (NWL) of the 883 for the pond should provide an average water depth for the pond of three feet. This requires that the cumulative storage volume of the dead storage provided by the surface area of the NWL contour should show an average depth of three to eight feet. · The high water level (HWL) for the ponds do not match. The pond is modeled as one pond which is correct since there is an equalization pipe between the two ponds. This means that the pond HWL's should be relatively close. · The flared end section discharging into the pond in the southwest corner of the property is shown to have an invert of 883.0. This does not match the contours of the pond where the flared end section is shown. · The southeast pond outlet is proposed to tie into the existing intake at an invert elevation of 882.8. The Elk River Station plans show this intake to have an invert of 883.21. This is 0.41 feet higher of the proposed connection elevation. It is also 0.21 feet higher then the pond outlet elevation. This discrepancy needs to be resolved. Ltr -041504-Halicker Scott Harlicker April 15, 2004 Page 2 · The storm sewer system along the access road is all shown to be twelve inch diameter pipe. However the Hydrocad model shows this system as having multiple pipe sizes. This discrepancy needs to be clarified. · The southeast pond section calls for an outlet structure number two in the details, however, there is no outlet structure number two in the details and outlet structure number one has errors in its elevations. This issue needs to be clarified. · The design flow from the existing pipe receiving the pond outflow is 15.48 cubic feet per , second (cfs). The full capacity of this pipe is 16.91cfs. The pond contributes 1.2cfs to this system. This will' need to be evaluated again after model errors discussed above are corrected to show the actual flows involved. At this point we would recommend that from an engineering standpoint this project is not ready for approval. Revised storm drainage calculations need to be submitted, reviewed and approved, along with revised site plans which show all the various issues that have been discussed in meetings regarding this project. If you have any questions regarding this project, please call. Sincerely, Howard R. Green Company /// Terw J.~aurer, P.E. TJM:ac cc: Dale Campbell; John Oliver and Associates Ltr -041504-Halicker RESOLUTION NO. 04- CITY OF ELK RIVER A RESOLUTION GRANTING FINAL PLAT APPROVAL FOR: Pullman Place Case No, P 04-09 WHEREAS, application has been made for final plat approval, pursuant to Section 1008.08 (1)(c) of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property"; and WHEREAS, the application for preliminary plat approval has been referred to the Planning Commission which has given its advice and recommendation to the City Council; and WHEREAS, a preliminary plat of the Property was approved by the City Council on March 17, 2003; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELK RIVER, as follows: It is hereby determined by the City Council for the. City of Elk River as follows: The proposed subdivision is consistent with the Zoning Ordinance and conforms with all of its requirements. Bo The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City's Comprehensive Development Plan. The physical characteristics of the site, including , but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. Bo The proposed subdivision will not cause substantial environmental damage. The propose;:l subdivision will not conflict with easements of record or with easements established by judgment of a court. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. This final plat approval shall expire one year from the date of this resolution if the final plat is not recorded within that time. The foregoing resolution was introduced by Council and duly seconded by Council Member The following voted in favor of the Resolution. Member The following voted against the Resolution: The following were absent: WHEREUPON the resolution is adopted. Passed and adopted this 19th day of April, 2004. Stephanie Klinzing, Mayor CERTIFICATE STATE OF MINNESOTA COUNTY OF SHERBURNE CITY OF ELK RIVER I, the undersigned, being the duly qualified and acting Clerk of the City of Elk River, Minnesota, hereby certify that the above resolution is a true and correct copy of the resolution as adopted by the City Council of the City of Elk River on ,2004. WITNESS my hand officially as such Clerk and the corporate seal of the City this __ day of ., 2004. Joan Schmidt, City Clerk STATE OF MINNESOTA SS. COUNTY OF SHERBURNE The foregoing instrument was acknowledged before me this __ ., 2004, by Stephanie Klinzing, Mayor, City of Minnesota. Elk day of River, STATE OF MINNESOTA SS. COUNTY OF SHERBURNE Notary Public The foregoing instrument was acknowledged before me this __ day of ,2004, by Joan Schmidt, City Clerk, City of Elk River, Minnesota. Notary Public EXHIBIT A Legal Description: Chariot E, Elk River Station, Sherburne County, Minnestoa Conditions: EXHIBIT B 1. All comments of the City Engineer shall be addressed. 2. Surface water management fee shall be paid prior to releasing the plat for recording. 3. Park dedication fees for the lot shall be paid prior to releasing the subdivision for recording. RESOLUTION NO. 04 - CITY OF ELK RIVER A RESOLUTION GRANTING FINAL PLAT APPROVAL FOR: Pullman Place Case No. P 04-04 WHEREAS, application has been made for final plat approval, pursuant to Section 1008.08 (1)(c) of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property"; and WHEREAS, the application for preliminary plat approval has been referred to the Planning Commission which has given its advice and recommendation to the City Council; and WHEREAS, a preliminary plat of the Property was approved by the City Council on November 18, 2002; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELK RIVER, as follows: It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with the Zoning Ordinance and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City's Comprehensive Development Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water storm drainage, sewage transportation, erosion control and all other facilities and improvements otherwise required herein. supply, services, E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. This final plat approval shall expire one year from the date of this resolution if the final plat is not recorded within that time. The foregoing resolution was introduced by Council Member and duly seconded by Council Member The following voted in favor of the Resolution. The following voted against the Resolution: The following were absent: WHEREUPON the resolution is adopted. Passed and adopted this 17th day of May, 2004. Stephanie Klinzing, Mayor SAPLANNING\Case Files~2004\P04-04 Pullman Place\P04-04resolutiion.doc Page 2 CERTIFICATE STATE OF MINNESOTA COUNTY OF SHERBURNE CITY OF ELK RIVER I, the undersigned, being the duly qualified and acting Clerk of the City of Elk River, Minnesota, hereby certify that the above resolution is a true and correct copy of the resolution as adopted by the City Council of the City of Elk River on ., 2004. WITNESS my hand officially as such Clerk and the corporate seal of the City this __ day of ., 2004. STATE OF MINNESOTA SS. COUNTY OF SHERBURNE Joan Schmidt, City Clerk acknowledged before me this The foregoing instrument was ., 2004, by Stephanie Kdinzing, Mayor, City of Elk River, Minnesota. day of Notary Public STATE OF MINNESOTA SS. COUNTY OF SHERBURNE The foregoing instrument was acknowledged before me this ., 2004, by Joan Schmidt, City Clerk, City of Elk River, Minnesota. day of Notary Public S:\PLANNING\Case Files~2004\P04-04 Pullman Place\P04-04resolutiion.doc Page 3 EXHIBIT A Legal Description: Ouflot E, Elk River Station, according to the recorded plat thereof, Sherburne County, Minnestoa S:\PLANNING\Case Files~004\P04-04 Pullman Place~P04-04resolutiion.doc Page 4 Conditions: EXHIBIT B 1. ALL COMMENTS OF THE CITY ENGINEER BE ADDRESSED. S:\PLANNING\Case Files~2004\P04-04 Pullman Place\P04-04resolutiion.doc Page 5 DET,AIL DETAIL ELEvATIChN II ii II II 1 / / -vI C. Ce4C.~ETE ~Cl=' f~Ar.fP FILE COPY LINE / / Projeot Informltion Pullman Place By: SITE PLAN A1.1 /?%,~ITE mLAN f""~ptC. F=' 51C4fl IDIETAIL ~k~_,]*,''~-. ~,.~ REMOVE APRON PLUG pIpF_ 0 ZO 61£ I i SCALE ~ FEET LEGEND ........ Orod ng imltS Rock Construcbon Entronce RE 891.6 IE 887 § NOTES I) FOR BUILDING DETAILS SEE ARCHITECTS PLANS. 2) SEE ARCHITECTS SITE PLAN FOR DIMEN~ONS. DETENTION BASIN MWL 887.5 NWL 886,0 880.0 SUMP RE 886.5 RE 886.25 LE= 863.25 RCP OUTLO- ,/ 48' OIA i~tANHOLE RE 890.6 E 883.0 C~J~ CONTROL STRUCTURE e2,~ SEE DETAIL 25'-12" RCP CL5 882 FIRST FLOOR ELEV. = 896.5 A RSO67V RE 8gJH TRENCH RSO67V RE 889.6 E 886.6 GARAGE FLOOR ELEV. RSO67V RE 88g.6 E 885.0 N~S IE 886.30 w / / / INTO EXISTING 66 ~' INV 882.8 - REMOVE EXISTING APRON & RCP PIPE. DISPOSE OF~SI TE. HWL 887.5 NWL 883,0 APRON W/ TRASHGUARD 5CY TYPE RiP RAP IE 663,0 SHEET NO / ,5 / / REMOVE EXISTING APR(~'4 AND DISPOSE OFF SIT~ - PLUG EXISTING RCP PIPE / 0 SCALE 20 40 60 N FEE7 LEGEND r · Pre ~osed Storm Sewer I I Proposed Son,tory Sewer ProPosed Woter L ne 8" PVC SDR 35 SANITARY SEWER SERVICE. V~l~ LOCATIOH ~' ELEVATION W/ MECHANICAL CONTRACTOR. KOR-N--SEAL TYPE CONNECTION TO ...XISTING MANHOLE AT T0~ 0¢ BENQH. 0UTL0- NOTES I) FOR STORM SEWE~ INFORMATION SEE GRADING PLAN. 2) SANITARY SEWER & WATERMAIN SERVICES SHALL TERMINATE 5' FROM BUILDING WALL 3) CONTRACTOR SHALL COORDINATE WiTH MECHANICAL ENGINEER FOR EXACT SERVICE _OCATION. GATE GATE / / / / / / TAP CONNEC~ON 8'x6" TEE 6' GATEVALVE SHEET / 1 / / / t / 1 I I / Plant IF ''~ ~I,~'I~EPANC¥ EXIST5 ~tETEUEEN T~ ED~ ~L ~T~ ~D5 T~AT MEET AT ~TE~ ~TLET5 ~, 4'-~' FILE COPY I t I I / / 1 t / t / / / / I / / Wandering Designs Therapeutic Garden Design &: Consulting (651) 30.3-1352 Cez'tl~o~on Pro jeer Inforn~.tton Pullman Place Elk B~, DFuwn :B~: C~oked B~ ~f~OTI-4E LANDSCAPE PLAN LI.1 I I I L _ _ -I ...... I /"~ NOt,TH ELEVATIC~ ELEVATION /'T%NC~TH FI FV~,TION ~ UJE~,T ELEVATION I I (~E~T ELEVATION I II E Cap¥ ELEVATION I I I / ..... .L__J W~IO!E Projeat Information Pullman Place Sheet lnfor~nation EXTERIOR ELEVATIONS A4.1 OUTL©T A / / I / ~ /, 3 -? 2 / / / / / / / / OUTL O T D L OUTL O T O / / / / I ELK 2 RIVER S TA TION INSET A 10.90-: '- N 00°17'08'' E 254.2J 3 OUTL O T E I I I I I 1 I I ii "~11~ I I I I'~ / L~ 6 / flc' .I OUT/_ O T F 50 0 50 ~00 tSO VICINITY MAP Drainage · UtSlty Easem~t Sketc~ Dra~noge and Utility Easements ore Shown (No $cole) WES TWO OD Professional Services, /nc Sheet 4 of 5 sheets '.,YCEP T~ OUTLOT A OUTLOT B ' OUTLOT C y' Westwood Professional Services, Inc. Centex Homes ~(~ Y(~itew&te~ l~iv~, Stute #]~) NOT FOR CONSTRUCTION Elk River Station ~Ik River, Mind.ora GOPHE.~ :STATE ONE CALL X 0' ]00' 200' 300' 08,26,02 Preliminary Site Plan / P.L!.D. N SCALE ~r,J FEET N?4. o PULLMAN PLACE the pict ..? R=2OO.O0 ,' L=34.26 i CH. BRG =NO7°50'$9"E ')r LJ z City of Elk River Sherburne County, MN 200 .__ GUARD-~N ~I,4}EL3 OF ELK Ri'/ER, .................................... hl<~tcr y PuNic in Minnesota Stotutes 505 02 5uod ~ ..................................... L,,nn P Ccswell, tGnd q~urve,,or ........................................ Not,~ry Pubdc ...................................... '2o,J n {/, '/ nn~scto 200 ..... ........ do> of ......... 200 ...... ........................................ Elk Ri,.er City ..................................... 5herburne Counti Recorder John Oliver & Associate~ Ina