Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Untitled
. MEETING OF THE ELK RIVER PLANNING COMMISSION HELD AT THE SALK JR. HIGH SCHOOL, ELK RIVER, MN THURSDAY, JUNE 10, 1993 Members Present: Chairman Minton, Commissioners Eberley, Emerson, Kuester, Spotts and Tveite. Members Absent: Commissioner Kreger Staff Present: Stephen Rohlf, Building and Zoning Administrator; Terry Maurer, City Engineer; Peter Beck, City Attorney; Bill Weber, Planning Consultant; and Catherine Schmidt, Recording Secretary 1. Call Meeting to Order Pursuant to due call and notice thereof, the meeting of the Elk River Planning Commission was called to order at 7:05 pm by Chairman Minton. 2. Consider Planning Commission Agenda COMMISSIONER EBERLEY MOVED TO APPROVE THE 6/10/93 PLANNING COMMISSION AGENDA. COMMISSIONER TVEITE SECONDED THE MOTION. THE MOTION CARRIED 6-0. • 3. Planning Commission Meeting Process Chairman Minton briefly explained the process of a public hearing. Peter Beck, City Attorney, explained the proposed zone change request, the conditional use permit request, and the preliminary plat request. Mr. Beck stated the requests are appropriate. 4. Proposed Elk Park Center Project Developers: Scott Erickson and John Weicht Architect: Mike Shields Traffic Engineer: Jim Benshoof Architect: Ron Anveny Civil Engineer: John Bogart The aforementioned addressed the Planning Commission and staff regarding the original site plan and statcd that after several meetings with various groups, they are presenting a revised site plan. From this point, the group addressed the revised site plan, which included a WalMart and a Cub Foods, however it did not contain the Menards originally proposed. Chairman Minton addressed the public regarding procedures during a public hearing and reviewed the types of comments appropriate to the • proposed request. Chairman Minton stated with the revised site plan, this meeting would have to be continued to allow staff time to review the revised site plan and make the appropriate recommendations, Elk River Planning Commission Minutes Page 2 June 10, 1993 however, public comments would be heard at this meeting and the public • hearing would be continued to a later date. Chairman Minton entered into public record; 1) Minutes from the Park and Recreation Board dated February 3, 1993; 2) Letter from the Architect, Mike Shields; 3) Letter from the Elk River Chamber of Commerce dated November 12, 1992; 4) Letter from David Shay, Attorney for the Elk River Mall dated June 1, 1993; 5) Several responses regarding the EAW (included in the packet) ; 6) Letter from Citizens Who Care dated June 15, 1993. Chairman Minton opened the public hearing. Phil Johnson, 19440 Oak Street NW, Elk River stated his concern and the concern of the Citizens Who Care group; the location of this proposed project. Mr. Johnson quoted from page 68 of the Focus Area Study, Subarea B-3, and stated that this proposed project is not consistent with the Area Focus Study or the Comprehensive Plan, note Condition #2 of the Seven Standards for granting a Conditional Use Permit. Mr. Johnson quoted Condition #4 of the Seven Standards for granting a Conditional Use Permit and stated that this proposed project requires widening area streets, relocating utilities, the installation of sidewalks, it affects school crosswalks, increases police and fire needs and, in particular, will create traffic congestion and interfere with neighboring public thoroughfares. Mr. Johnson continued with Condition #5 of the Seven Standards for granting a Conditional Use • Permit and addressed the Environmental Assessment Worksheet, page 5, #23, which states that an Indirect Source Permit is required to access the effect of the increased levels of carbon monoxide caused by high levels of exhaust in the immediate vicinity. Mr. Johnson stressed that this particular project does not meet the Seven Standards for granting a Conditional Use Permit and requested the Planning Commission to require the developer to re-scale the proposed project to fit within the guidelines of the Comprehensive Plan and the Focus Area Study. David Shay, Elk River Shopping Mall, stated this proposed use was not consistent with the covenants of the Elk River Shopping Mall which states Jerry Hagen can not start a new grocery store near that mall. Dennis Gorman, 12905 Highland Road, Elk River, expressed concern regarding the Area Focus Study and addressed several concerns regarding the Riverdale Crossing shopping mall and its insufficient roadway. Mr. Gorman is concerned with the increased traffic so near to the schools and asked that the Planning Commission take testimony from the school bus drivers regarding the current traffic problems and related safety issues. Tom Dillon, 824 Jackson, Elk River, expressed concern regarding traffic issues, particularly the corner of Jackson and School Street. Diane Schmacher, 11063-208th Avenue, Elk River, indicated she was in • favor of the Elk Park Center project and was confident City staff would make the appropriate recommendations. Elk River Planning Commission Minutes Page 3 June 10, 1993 .' Ken Williams, 19762 Brentwood Lane, Elk River, stated he is opposed to this proposal in the school area. Mr. Williams requested a poll of citizens present at this meeting to show how the majority of the citizens feel. Further, he commented on the environmental impact this project would have in this particular location. Ed Stoutenberg, 19032 Yale Circle, Elk River, voiced concerns regarding traffic around Jackson and School Street. The Elk River Police Department currently directs traffic in this area daily. Would this proposed project increase traffic problems in the area and how would this increase of traffic affect the safety of the children. Carla Fourniar, 716 Washington Court, Elk River, explained her concerns for the safety of children so close to the proposed mall and crime and gang activity increasing due to the close proximity of the schools to the proposed mall. There is no youth facility in the area, therefore, our youth will gravitate toward this location possibly increasing gang activity. Ms. Fourniar questioned the developer and/or City staff regarding additional security in the proposed mall and who is liable for the safety of children in and around the mall. Fred Short, 16651 Kangaroo Circle, Ramsey, commented on crime and the affects on our youth. By choice, Mr. Short sends his child to school in Elk River and is very concerned about the close proximity of the proposed mall to the schools. He is opposed to the proposed mall in • this location. Ed Renkin, 816 Jackson, Elk River, stated he recently moved to Elk River from Egan to avoid the gang activity in Egan. Mr. Renkin is concerned about the safety of children around the proposed mall area, especially at night. Nancy Schumacker, 1127-5 Street, Elk River, iterated concerns for child safety, however, she did like the idea of the proposed mall but on a smaller scale than what is being proposed. Jack Sheedy, 4940 Viking Drive, Minneapolis, representing the managing firm for the Elk River Shopping Mall, questioned if this development would be paying its share of taxes. Rolf Anderson, 19411 Irving Circle, Elk River, reiterated concerns for child safety, an increase in traffic, and the overall scope of this project. Mr. Anderson introduced Ken Anderson, Anderson Engineering, an independent engineer hired by the Citizens Who Care group to review and identify potential traffic concerns regarding the proposed mall. Ken Anderson, Anderson Engineering, submitted copies of his memo to the Planning Commission and staff. Mr. Anderson reviewed his memo and felt this site would be overdeveloped, even if the proposed mall would be reduced in size. Also, a traffic study was done in this area however, it was done by Maier Stewart in July. Mr. Anderson would like to • suggest a new study be done during peak traffic hours and also with consideration to seasonal traffic. He would like to meet with Terry Elk River Planning Commission Minutes Page 4 June 10, 1993 Maurer, City Engineer, to discuss the necessary details this proposal • would involve. Sharon Bromen, 20969-152 Street NW, Elk River, stated she is in favor of the project. She is a retail business owner and welcomes the proposed project. Cathy Wise, 19424 Irving Circle, Elk River, explained that she is a school bus driver and commented on the pedestrian traffic around the Jackson and School Street area. Reiterated concerns regarding pedestrian safety and increased gang activity. Jeff Polger, 13131 Mississippi Road, Elk River, is in favor of the proposed project and stated he would like to see the additional retail business in the City. Fred Short, 16651 Kangaroo Circle, Ramsey, presented the Planning Commission and staff with signatures in favor of this type of development but not in the proposed location. Darlene Jacobson, 10730-198 Avenue NW, Elk River, stated she is opposed to the proposed mall due to the close proximity to the schools. Steve Patterson, Chamber of Commerce, 372 Jackson Avenue, Elk River, informed the public attending the meeting that growth is essential to • the City of Elk River and that this project would be a benefit to the q: community. Mr. Patterson reviewed his memo included in the packet. Charlie Blesner, 19360 Norfolk, Elk River, stated he is concerned about the size of the development. Further concerns included signage on Jackson, storm water and drainage, and trees and landscaping. Karri Ryans, 19128 Carson, Elk River, informed the Planning Commission that she is a teacher and reiterated concerns regarding the safety of children and environmental issues. There being no comments at this time, Chairman Minton asked City staff and the developer's staff to respond to the aforementioned concerns. Stephen Rohlf addressed the signage issues and indicated further review was necessary due to the revised site plan. Terry Maurer commented on the storm drainage plan and discussed the City's current storm water plan that is being reviewed. John Bogart, John Oliver & Associates, stated that after reviewing the 100 year storm plan, this request can meet the necessary requirements. Jim Benshoof, Traffic Engineer retained by the developer, requested a meeting with the City Engineer to discuss all areas of concern. Testimony from the public continued. . . . Elk River Planning Commission Minutes Page 5 June 10, 1993 •) Duane Kropuenske, 20760 York Street, Elk River, addressed concerns relating to crime and gang activity. Mr. Kropuenske pointed out that this proposed project will not bring crime or gang activity to Elk River because it is already here. Further, the Focus Area Study is intended to be a guideline to work with the community yet allowing for growth and change within the community. Mr. Kropuenske reminded the citizens to look at the merits of this project not at their emotions. Phil Johnson, 19440 Holt Street, Elk River, addressed the Focus Area Study. Fred Short, 16651 Kangaroo Circle, Ramsey, asked if this type of project (a mall so near to area schools) has been done anywhere else in Minnesota. Greg Johnson, 11880 Highland Road, Elk River, commented that his wife is the head of the school patrol and school patrol participants have received letters warning them not to patrol should this project be approved (due to the increased traffic) . Mr. Johnson questioned if tax increases would cover the cost of additional people to patrol? Further, if the residents of Elk River paid for the Growth Management Plan to be done, why isn't the City using it? Tom Dillan, 824 Jackson, Elk River, reiterated traffic concerns. • Ken Williams, 19762 Brentwood Lane, Elk River, stated he is not opposed to the growth of Elk River, however, he is opposed to the location of this proposed project. Lloyd Johnson, representing Cub Foods, stated they are excited about working with the City. Mr. Johnson is aware of the traffic concerns, however, he feels they may be somewhat exaggerated. Further, this is an excellent location for this type of project due to the proximity of adjacent retail businesses. Mr. Johnson stressed the advantages of increased tax dollars and employment for the City. For the record, Mr. Johnson did request to further review the revised site plan with regard to pedestrian traffic areas. Dan McCullen, 810 Jackson, Elk River, reiterated traffic concerns. Ed Renkin, 816 Jackson, Elk River, reiterated concerns regarding the location of the proposed project. John Fantasia, 11955 Highland Road, Elk River, responded to a letter from MnDot regarding Freeport Avenue and 169 (traffic issues) . The letter was entered into public record. Alma Olson, 11964-194 Circle, Elk River, reiterated concerns regarding the location of the proposed project. Dennis Gorman, 12095 Highland Avenue, Elk River, requested • clarification regarding funds for the proposed project with regard to signalization. Mr. Gorman reiterated concerns regarding the location of the proposed project. Elk River Planning Commission Minutes Page 6 June 10, 1993 John Cannon, 11794-190 Avenue, Elk River, stated he felt the mall • project does not meet the seven standards for a conditional use permit. There being no comments at this time, Chairman Minton requested City staff and the developer's staff respond to the questions asked. Mike Shields, Architect for the proposed mall, responded to the question of liability/safety of children in and around the proposed mall. Mr. Shields informed the residents that it is not the developer's or the school's responsibility to try to reduce gang activity or crime and therefore, this project should not be judged by possible increases in crime/gang activity. Scott Erickson, developer for the proposed project, suggested the Planning Commission look at the Minneapolis based Calhoun Square project. It is in an area that had a high crime rate, however, the mall project helped to reduce crime in the area because individual business owners took an active part in security, etc. Testimony from the public continued . . . Sue Deliden, 19243 Lowell Street, Elk River, requested the developers consider the Area Focus Study. Shelia Hileman, 11774 Highland Road, Elk River, reiterated concerns relating to safety issues and increased crime. • Carla Fourniar, 716 Washington, Elk River, reviewed a newspaper article regarding crime and juveniles and reiterated her concern regarding crime. Rosalie Ezati, 19498 Lowell Street, Elk River, works in a retail store in Elk River and knows many of the area youths. Ms. Ezati is concerned with the affect this proposed project would have on area youths. Ken Williams, 19762 Brentwood Lane, Elk River, questioned if the Planning Commission was limited to making a decision using only the facts, or would they be able to use their own judgements. Planning Commission recessed at 9:30 p.m. and reconvened at 9:35 p.m. Stephen Rohlf discussed the Focus Area Study and explained the memo included in the packet dated June 4, 1993. Phil Johnson, 19440 Holt Street, Elk River, commented on storm water run-off, the memo in the packet from the DNR, and explained the sedimentation pond and culvert. Terry Maurer, City Engineer, addressed driveway accesses, traffic issues, and costs related to improvements. Mr. Maurer also explained that the pond behind the school currently has no outlet. This project • is proposing an outlet. Elk River Planning Commission Minutes Page 7 June 10, 1993 Chairman Minton addressed City staff: what would be required to review this proposal further. Commissioner Eberley requested more details regarding the traffic issues, Commissioner Tveite stated more information is required as per the memos from the BRW and Maier Stewart. Commissioner Tveite commented that many details must be supplied to properly review this plan. Michael Shields, Architect, requested a general approval of the concept of this proposal. Commissioner Tveite stated that too many details are lacking to approve a concept of this plat. Chairman Minton questioned staff if another meeting day could be set to continue the public hearing and discussion on this proposal. Discussion ensued. A meeting date of July 15, 1993, was set. COMMISSIONER SPOTTS MOVED TO CONTINUE THE SPECIAL PLANNING COMMISSION MEETING AND PUBLIC HEARING REGARDING THE PROPOSED ELK PARK CENTER PROJECT ON JULY 15, 1993, AT THE ELK RIVER CITY HALL AT 7 P.M. COMMISSIONER EBERLEY SECONDED THE MOTION. THE MOTION CARRIED 6-0. 5. Adjournment There being no further business, COMMISSIONER TVEITE MOVED TO ADJOURN THE MEETING. COMMISSIONER KUESTER SECONDED THE MOTION. THE MOTION CARRIED 6-0. • The meeting of the Elk River Planning Commission adjourned at approximately 10:10 p.m. Respectfully submitted, d '.6/&(/tie )714. 1A/17 Catherine M. Schmidt Recording Secretary v.* BENSHOOF & ASSOCIATES, INC. SEP 20 1993 TRANSPORTATION ENGINEERS AND PLANNERS • 7301 OHMS LANE, SUITE 500/EDINA, MN 55439/(612)832-9858/FAX(612)832-9564 September 17, 1993 REFER TO FILE: 92-42 DISTRIBUTION LIST FOR MEMORANDUM DATED SEPTEMBER 17,1993, REGARDING UPDATED TRAFFIC ANALYSIS FOR ELK PARK CENTER /Steve Ach, City of Elk River George Stuempfig, Maier Stewart & Associates Tony Kempenich, Mn/DOT Mike Shields, AKRW Burton Dahlberg, Kraus-Anderson, Inc. Gary May, Kraus-Anderson, Inc. Jon Bogart, John Oliver & Associates • i . I. BENSHOOF & ASSOCIATES, INC. ♦ TRANSPORTATION ENGINEERS AND PLANNERS • 7301 OHMS LANE, SUITE 500/EDINA, MN 55439/(612) 832-9858/FAX(612)832-9564 September 17, 1993 REFER TO FILE: 92-42 MEMORANDUM TO: Steve Ach, City of Elk River p FROM: James A. Benshoof)4 D RE: Updated Traffic Analysis for Elk Park Center PURPOSE AND BACKGROUND A revised development plan for Elk Park Center has been presented to the City of Elk River. In that context, the purpose of this memorandum is twofold: • To indicate the extent to which the revised development plan alters the results of • traffic analyses for the former development plan . To respond to traffic issues raised by project participants regarding the earlier plan. Regarding the second above point, the following documents, which present traffic comments on the former plan, have been reviewed and are addressed in this memorandum. . Letter to Terry Maurer, Maier Stewart & Associates, from Anthony Kempenich, Mn/DOT, March 10, 1993 • Letter to Steve Rohlf, City of Elk River from Gerald Larson, Mn/DOT, April 12, 1993 ▪ Letter to Steve Rohlf, City of Elk River from Terry Maurer, Maier Stewart & Associates, June 4, 1993 . Memorandum to Rolf Anderson from Kenneth Anderson, Anderson Engineering, June 10, 1993 . Letter to Steve Rohlf, City of Elk River from Terry Maurer, Maier Stewart & Associates, June 21, 1993 • TRAFFIC FORECASTS The current development plan is practically the same as the prior plan in terms of basic traffic access and circulation. In both instances principal access is provided by an • Mr. Steve Ach -2- September 17, 1993 • extension of Freeport Avenue north from School Street to Jackson Avenue. Secondary access is provided along Jackson Avenue and via one right turn in and out only access point on T.H. 169. Though the basic traffic layout is much the same, the current development plan is distinctly smaller than the former plan in terms of size and trip generation. Under the current plan, the complete development, including anticipated expansion of the Cub and Wal-Mart uses, will consist of 376,000 sq. ft. of building area, which is about 25 percent less than the approximate 500,000 sq. ft. size of the former plan. A major reason for the reduced size is that a Menards Store no longer is included in the development. The projected p.m. peak hour trip generation for the current development is shown in Table 1. This table indicates that the current trip generation projections are 12 percent less than under the former plan. The trip generation projections have not been reduced as much as the square footage because the current plan includes larger Cub and Wal- Mart stores. The net effect of this reduced trip generation is that the volume of development trips at every effected location will be reduced by 12 percent from the former projections. TABLE 1 PROJECTED PM PEAK HOUR TRIP GENERATION FOR ELK PARK CENTER III Trip Size Rate/ Land Use (Sq. Ft.) 1000 SF Trip Ends Wal-Mart 164,520 5.66 931 Cub Foods 87,817 10.34 908 Taco Bell 2,300 42.34 97 Wendy's 3,300 42.34 140 Fast Food 2,500 42.34 106 Perkins 6,000 16.26 98 Godfathers 4,000 16.26 65 1st Nat. Bank 6,400 25.00 160 Sec. State Bank 6,800 25.00 170 Gen. Retail 92,500 6.75 624 Totals 376,137 3,299 Less Mulit- Purpose Trips (15%) -495 Total Trips 2,804 Passby (33%) 935 New (67%) 1,869 • Note: Total 2804 p.m. peak hours trip ends shown above is 12 percent less than the 3200 trip ends projected for the former development plan Mr. Steve Ach -3- September 17, 1993 • TRAFFIC ANALYSIS The traffic analysis items are organized according to issues raised in the comment letters referenced earlier in this memorandum. Traffic Operations on School Street Between Freeport Avenue and T.H. 169 Indepth analyses regarding level of service, queuing and signal coordination have been performed to address the important aspects involving this segment of School Street. The capacity analyses have indicated that the intersections of School Street and Freeport Avenue will accommodate the projected 1997 post-development volumes at level of service C and that the intersection of School Street and T.H. 169 will operate at level of service D. Queuing analyses have indicated that, under 1997 p.m. peak hour post-development conditions, the 90th percentile queuing for left turns from the gazt on School Street Freeport to the south.op Avenue , ill be nine ve_�hides_and the 90th percentile queuing for left turns from the west on School Street to the north on T.H. 169 will be 11 vehicles. Work sheets documenting the capacity and queuing analyses have been provided under separate cover to staff of Maier Stewart and Mn/DOT. Another important element to ensure effective traffic operations on the subject portion of School Street is that efficient coordination is provided between the existing traffic signal at T.H. 169 and the future signal at Freeport Avenue. A concept plan for the integrated timing of these two signals has been developed and is shown in Figure 1. With this type of timing plan, we are confident that traffic will flow efficiently through • the two signalized intersections, without undue delays, queuing, or interference being caused. Based on the preceding analysis results, an updated concept plan has been developed for the segment of School Street between Freeport Avenue and T.H. 169. As shown in Figure 2, this plan will involve widening of School Street to achieve the necessary through lanes and turn lanes. The two westbound through lanes that are shown east of Freeport Avenue would merge together west of Freeport Avenue to the existing single westbound through lane. Access on Jackson Avenue for Taco Bell Use In the context of the former development plan, we conducted extensive analyses regarding the feasibility of access on this portion of Jackson Avenue for the northernmost development components. As presented in a memorandum we prepared dates October 20, 1992, we determined that such access meets necessary sight distance requirements and thus is fully feasible. Thus, it is our conclusion that the proposed access for Taco Bell is satisfactory and will not cause adverse effects. Right Turn In and Out Only Access on T.H. 169 ,`4 Mn/DOT staff have confirmed that one right turn in and out only access point on T.H. • 169 is acceptable. The proposed right turn access point will be designed and constructed to fully comply with Mn/DOT standards. cm.* TIME TIME INTERVAL FREEPORT AVENUE (SEC.) T.H. 169 • A 4 - EB+WB,ERMINB ,t LEFTS 20 20 L SB LEFTS B YELLOW/ALL RED 6 NB ALL C I ti LEFTS NB + IS fjF� PR SISSIVE 9 I (15) D 24 14 fr NB THRUS I SB RIGHTS E 6 YELLOW/ALL RED F (45) 6 EB ALL • •_ _ G YELLOW/ALL RED 6 H __i,- WB LEFTS 9 (21) I _4 •)LLEFTS SIVE 28 •P PERMISSIVE 0 LEFTS J (34) 6 YELLOW/ALL RED TOTAL 120 SECS FIGURE 1 ELK RIVER ASSOCIATES TRAFFIC STUDY PRELIMINARY TIMING PLAN • FOR FOR SIGNAL COORDINATION ELK PARK CENTER AT THE T.H. 169 AND FREEPOR WBENSHOOF&ASSOCIATES,INC. AVE. INTERSECTIONS ON TRAN$PORTATIONENGINEER$ANOPLANNER$ CHOOL ST. . • • SCHOOL STREET N11- 150'RIGHT TURN LANE Z f- 4- W Q 4- 4- A..-. 250'LEFT TURN LANE co coCC O CL. = W 300'LEFT TURN LANE -- I-:/ Li 250'RIGHT TURN LANE ---i N 450' = MEDIAN NOSE TO MEDIAN NOSEt 10: 1 =ALL TAPERS SCALE 1" = 60' ELK RIVER ASSOCIATES FIGURE 2 TRAFFIC STUDY CONCEPT LAYOUT FOR FOR SCHOOL STREET BETWEEN Sle' BENSHOOF&ASSOCIATES, INC. ELK PARK CENTER FREEPORT AVENUE AND TRANSPORTATIONENGINEERSANDPLANNERS T.H. 169 Mr. Steve Ach -6- September 17, 1993 • Validity of Traffic Counts Used as a Basis for 1997 Post-Development Traffic Forecasts As presented in Maier & Stewarts' traffic report dated January 1993, the existing p.m. peak hour traffic volumes were established using counts conducted on Tuesday and Thursday, July 21 and 23, 1992. These counts include the summer peaking characteristics and thus constitute a sound basis for the traffic forecasts and analyses. CONCLUSIONS Major conclusions that we have established from this updated traffic analysis are: . The proposed development plan will generate 12 percent fewer p.m. peak hour trips than the former plan. . With this reduced trip generation, the public roadway system will provide better operations than previously projected . A signal timing plan and geometric layout plan have been developed for the segment of School Street between Freeport Avenue and T.H. 169, which will enable that segment of School Street to provide safe, effective traffic operations. • • q -U N \sif ? ?fiver TO: MAYOR AND CITY COUNCIL FROM: GENE SCHULDT, COUNCILMEMBER DATE : NOVEMBER 19 , 1992 SUBJECT: CITIZENS ' CONCERNS REGARDING ELK PARK WEST DEVELOPMENT I apologize for the delay in producing this memo, but the recent elections set back my timetable . Also, the result of the election gave me pause as to whether or not it would be of much use in set- ting these comments down, but I have concluded that it is in the best interests of all concerned to do so. On Tuesday, October 27, 1992 I had a dinner meeting with Phil JOhnson and Rolfe Anderson of the Citizens Who Care neighborhood group to , discuss concerns about the north Jackson Avenue commercial develop- ment known as Elk Park West . It was I who called the meeting, and I did so after Terry Maurer ' s presentation at the Planning Commission workshop on October 20, 1992 on his Traffic Impact Study. I have • felt for several months that concerns related to the development were not being addressed . It was comments made at the Planning Commission meeting that convinced me to meet with the leaders of the neighbor- hood group. I understand that plans for the development are being withheld from the City Council until they are finalized and ready for council scru- tiny . That makes sense, but my present concern is not what will take place within the development , but rather outside the development - the impact on the surrounding neighborhood and the city in general . Some months ago I tried to initiate a discussion at a council meet- ing regarding these concerns , but was unsuccessful . What follows are the concerns discussed at the supper meeting . Terry Maurer ' s Traffic Impact Study, dated August 1992 , was a main topic of conversation. What stood out most was the calculated sum of 32 , 044 daily trips being initiated by this development . The question arose as to how all that traffic would be handled . For instance , School Street would have to be widened to four lanes . According to Terry Mauer , it now has the equivalent of three lanes . The fourth lane would have to be added in what is now the boulevard on the north side of the street , because there is not any room on the south side , from Proctor Avenue to Freeport Avenue . There would have to be a sidewalk installed along the south side of • School Street . A couple of years ago I inquired of the City Council as to the feasibility of installing the sidewalk/ using MSA funds , due to the nine apartment buildings in the area and two churches , one 720 Dodge Avenue N.W., Elk River, Minnesota 55330 (612) 441-7420 2 • with a school and the other with a daycare center . The topic was not of great interest to the councilmembers . In fact , one councilmember made the comment that southside pedestrians could cross the street and use the sidewalk on the northside . The increased traffic gener- ated by the proposed development would render crossing a four-lane street to be extremely hazardous . Pedestrians would have to walk in the traffic lane to reach a corner crosswalk. In all likelihood Jackson Avenue, south of School Street , would have to be a four-lane street . The street is currently four lanes wide , however, two are traffic lanes and two are curbside parking lanes . Thus , the curbside parking would have to be eliminated . This would cause a great deal of inconvenience for some of the residents . Since most of the residences are older homes , they do not have driveways or the ability for off-street parking. Although there is an alley be- hind the homes , with garages , to provide for residence vehicles , there would not be any provisions for needed parking for visitors , home deliveries, service calls , and the like . Of course, Jackson Avenue north of School Street would also need widen- ing to four lanes . A B&Z representative at a council meeting suggested that a sidewalk (pathway) would only be needed on one side of the street . That is not necessarily so. With schools located both east and west of Jackson Avenue , it could very well require sidewalks on both sides for pedestrian safety, mostly students and children. I can- • not imagine that north Jackson Avenue would not require four lanes . At the present time, the City of Eden Prairie is proposing to widen a two- lane street into four lanes , and it only has a 12 , 000 vehicle traffic count . With the continuous increase of traffic on the surrounding streets , the need for signalized intersections was discussed. If this development were to become a reality, it is assumed School Street and Freeport Ave- nue would be a cross intersection and signals would be installed . School Street and Jackson Avenue would become a equally critical inter- section and would require signalization, if not at present, then soon. Even now, the combination of passenger vehicles and school buses makes it necessary for a police officer to direct traffic at that intersec- tion . Freeport Avenue, extending north of School Street through the proposed development , should exit opposite from Highland Avenue at Jackson Street and no where else , and that intersection will probably require signals . Terry Mauer is on record as stating that is where Freeport Avenue should exit . The latest proposal submitted shows Freeport Avenue exiting across from 193rd Avenue . The future of Highland Avenue was also of great concern. Under normal circumstances that street would have to be upgraded in due time . If the development occurs , this street would absorb a greatly increased amount of traffic in a much sooner time span, thereby requiring the upgrading to be accomplished sooner . Highland Avenue is the east/west • traffic corridor north of School Street that runs directly to the site . At the present time there is not a sidewalk on either side of Highland 3 • Avenue . If the development occurs , sidewalks on both sides of the street would be a necessity. When Highland Avenue is rebuilt , would city policy prevail and new underground utilities (sewer, water, and storm sewer) be installed at the same time . If so , what would be the policy for assessment? The bottom line to all these concerns is not only what improvements would have to be made outside such a development , but who would pay for those improvements . The cost would be astronomical . Since the need would be created by the development , does the developer pay the costs? If not , why not? If not the developer , then who? All of the property owners in the city? Only some of the property owners in the city and, if so, which ones? Please note that I have not mentioned a water tower for the proposed development . It has al- ready been stated by staff that such a development could not exist without a water tower, and that would be the developer ' s responsi- bility. There are concerns that the developer is showing a proposed layout for this development that includes well-known names on some of the buildings , such as Cub, Wal-Mart , Menards , Tires Plus , Payless Shoes , Wendy ' s , Taco Bell , Perkins and others . It is generally known that none of the above businesses have committed to being located in the proposed development , and to label the schematic in such a way is misleading . • Lastly, most residents would probably welcome the businesses that are being labeled on the project layout for the convenience of shopping. However, that welcome is tempered against the location adjacent to the neighborhood and the schools and the negative impact the devel- opment would create . It is not enough to claim that such a project in that location is worthwhile simply because of the tax revenue it would generate , while ignoring the irrepairable harm it would cause . In short , it is the right development in the wrong location. A personal note, if I may . In talking with the representatives from the neighborhood group, I found myself agreeing with their concerns . If it should be that their concerns are unfounded , then a great deal of community anxiety could have been avoided if the city had held a public information meeting at the very outset . It would have bene- fitted the developer as well to be aware of public sentiment . When the city campus project was initiated last year , we promised that public information meetings would be announced and held whenever a large project was to be considered in the future . That was not done with this proposed project . Lastly, on Wednesday, November 18 , 1992 the B&Z Administrator showed me the latest layout of the proposed de- velopment and said he was recommending approval of it . It seems to be premature . I hope members of the City Council and staff will accept these comments in the spirit in which they are intended - as concerns of our citizen . cc : Planning Commission members , Mayor-elect , Councilmembers-elect B&Z Administrator , Phil Johnson, Rolfe Anderson _Li f �l k River TO: MAYOR AND CITY COUNCIL FROM: GENE SCHULDT, COUNCILMEMBER DATE: NOVEMBER 24, 1992 SUBJECT: CORRECTION TO 11/19/92 MEMO REGARDING ELK PARK WEST DEVELOPMENT In my previous memo , dated November 19, 1992 , I included a statement at the end that Steve Rholf , our B&Z Administrator, was recommending approval of the most recent layout of the proposed development . Upon reading the memo, Steve called me to clarify his position on the development and the comment made to me. At the time, he and I were reviewing the latest drawing for the project , and it included the alignment of Freeport Street meeting 193rd Street at Jackson Avenue . Steve ' s comment recommending approval was only for that proposed alignment of Freeport Street, and did not include the entire proposal . Steve has assured me that this project proposal , in present form, has too many unresolved questions to warrant recommendation for approval . This error was a misunderstanding between the two of us during our discussion at the time. • cc : B&Z Administrator City Administrator Planning Commission Mayor-elect Councilmembers-elect Phil Johnson Rolfe Anderson • 720 Dodge Avenue N.W., Elk River, Minnesota 55330 (612) 441-7420 OCT 15 '93 16:09 MN DOT ERAINERD P.2 • a (pi Minnesota Department of Transportation yT oc TRp�S District 3 1991 industrial Pk. Rd. October 15, 1993 Baxter, Minnesota 56401 (218) 828-2460 Quality Service Through Individual Commitment Mr. Pat Klaers City Administrator P.O. Box 490 Elk River, MN 55330 In reply refer to: C.S. 7106 (T.H. 169) Traffic Impacts of Proposed Elk Park Center Dear Mr. Klaers:' Following is my report on the above referenced subject: Purpose of Study As requested, we have conducted a traffic analysis of impacts to traffic caused • by the proposed Elk Park Center. The findings of our research are to provide the City with additional information to assist in their assessment of impacts from the Elk Park Center. Our analysis is primarily focused on Trunk Highway (T.H.) 169 since that is our area of jurisdiction. Since the intersection of School Street affects T.H. 169 operation, we have extended our study to encompass impacts to School Street also. Many of our assumptions are based upon findings by Benshoof and Associates. Utilizing his report submitted earlier to the City greatly assisted our efforts and allowed us to be responsive to the City in a timely manner. We are greatly appreciative of Mr. Benshoof's assistance in this matter. Traffic Forecasts & Volumes Traffic volumes are critical in the overall findings of impacts to the roadways. We are fortunate to have the availability of a very recent forecast undertaken by Mn/DOT, Metro Division, for T.H. 101. The T.H. 101 corridor from Rogers to Elk River will be expanded to a four-lane facility in the near future. This will probably increase the use of T.H. 101 and T.H. 169 in the Elk River area. Utilization of forecasted T.H. 169 traffic volumes from the T.H. 101 traffic report was, therefore, deemed appropriate. • An Equal Opportunity Employer O 3 HCS: gnat i zed lIntersectionINER Version 2.1 1 P.3 Center For Microcomputers In Transportation University of Florida • 512 Weil Hall Gainesville, FL 32611-2083 (904) 392-0378 _ Streets: (N-S) th 169 (E-W) school st Analyst: File Name: WCHDATA.HC9 Area Type: Other 0-0-0 = Traffic and Roadway Conditions I Northbound I Southbound I Eastbound 1 Westbound IL T RIL T RIL T R 1 L TR No. Lanes 1 2 2 1 1 I 2 1 1 1 1 1 11 1 1 Volumes 1511 1991 1071 142 662 1531 246 196 2001 66 246 100 PHF or PK1511.00 1 .00 1.0011.00 1 .00 1.0011.00 1.00 1.0011.00 1.00 1.00 Lane Width 112.0 12.0 12.0112.0 12.0 12.0112.0 12.0 12.0112.0 12.0 12.0 Grade 1 0 I 0 I 0 I 0 Heavy Veh 1 0 0 01 0 0 01 0 0 01 0 0 0 Parking I (Y/N) N I (Y/N) N 1 (Y/N) N I (Y/N) N Bus Stops I 01 01 01 0 Con. Peds I 01 01 01 0 Ped Button I (Y/N) N I (Y/N) N I (Y/N) N I (Y/fit) N Arr Type 1 3 3 31 3 3 31 3 3 31 3 3 3 RTOR Vols I 301 401 601 25 • Signal Operations Phase combination 1 2 3 4 1 r 6 7 8 NB Left * * IES Left * * * Thru * * I Thru * * Right * * I Right * * Pads I Peds 1 SB Left * I WB Left * * Thru * I Thru * Right * 1 Right * Peds I Peds I EB Right INS Right WB Right ISB Right 1 Green 18A 3A 70A {Green 11A 3A 21A Yellow/A-R 4 4 4 IYellow/A-R 4 4 4 Lost Time 3.0 0.0 3.0 !Lost Time 3.0 0.0 3.0 Cycle Length:, 150 secs Phase combination order: 0 OCT 15 '93 16:10 MN DOT ERAINERD P.4 • HCS: Signalized Intersection Version 2.1 2 Streets: (N-S) th 169 .(E-W) school st • Analyst: File Name: WCHDATA.HC9 Area Type: Other 0-0-0 Volume Adjustment Worksheet Dirac- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF Vol Grp Vol Ln Fact Fact Vol LT RI NB Left 511 1.00 511 L 511 2 1.050 1.000 537 1.00 0.00 Thru 1991 1.00 1991 T 1991 2 1 .050 1.000 2091 0.00 0.00 Right 107' 1.00 77 R 77 1 1.000 1.000 77 0.00 1 .00 SB Left 142 1.00 142 L 142 1 1.000 1.000 142 1.00 0.00 Thru 662 1 .00 . 662 T 662 2 1 .050 1 .000 695 0.00 0.00 Right 153 1 .00 113 R 113 1 1.000 1.000 113 0.00 1.00 EB Left 248 1.00 248 L 248 1 1.000 1.000 248 1 .00 0.00 Thru 196 1.00 196 T 196 1 1.000 1.000 196 0.00 0.00 Right 200 1 .00 140 R 140 1 1.000 1.000 140 0.00 1.00 WB Left 66 1 .00 66 L 66 1 1.000 1.000 66 1.00 0.00 Thru 246 1.00 246 T 246 1 1.000 1.000 246 0.00 0.00 • Right 100 1 .00 75 R 75 1 1.000 1.000 75 0.00 1.00 Saturation Flow Adjustment Worksheet Direc- Ideal Adj tion/ Sat No. f f f f f f f f Sat LnGrp . Flow Lns W HV G p BR A RT LT Flow NB L 1800 2 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 0.92 3312 T 1800 2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 3600 R 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1 .00 1531) SB L 1800 1 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1710 T 1800 2 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3600 R 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1530 EB L 1800 1 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 0.95 1710 T 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1800 R 1800 1 1.00 1.00 1.00 1.00 1 .00 1.00 0.85 1.00 1530 WB L 1800 1 1 .00 1.00 1 .00 1.00 1.00 1.00 1.00 0.95 1710 T 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1800 R 1800 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1530 • OCT 15 '93 16:11 MN DOT BRAINERD P.5 HCS: Signalized Intersection Version 2.1 3 • Streets: (N-S) th 169 (E-W) school st Analyst: File Name: WCHDATA.HC9 Area Type: Other 0-0-0 Capacity Analysis Worksheet Di►ec- Adj Adj Sat Flow Lane Group tion/ Flow Rate Flow Rate Ratio Green Ratio Capacity v/c LnGrp (v) (s) (v/s) (g/C) (c) Ratio NB L 537 3312 0.162 0.173 574 0.935 T 2091 3600 0.581 0.540 1944 1.076 * R 77 1530 0.050 0.540 826 0.093 SB L 142 1710 0.083 0.127 217 0.656 T 695 3600 0.193 0.473 1704 0.408 R 113 1530 0.074 0.473 724 0.156 EB Lperm, 48 LProt. 200 1710 0.117 0.127 217 0.923 T 196 1800 0.109 0.213 384 0.510 R 140 1530 0.092 0.213 326 0.429 WB Lperm. 51 • LProt. 15 1710 0.009 0.080 137 0.110 T 246 1800 0.137 0.147 264 0.932 R 75 1530 0.049 0.147 224 0.334 Cycle Length, C = 150.0 sec. Sum (v/s) critical = 0.782 Lost Time Per Cycle, L = 6.0 sec. X critical = 0.814 Level of Service Worksheet Direc- Delay Lane Delay Lane Lane Delay LOS tion/ v/c g/C Cycle d Group d Frog Grp Grp By By LnGrp Ratio Ratio Len 1 Cap 2 Fact Delay LOS App App NB L 0.94 0.173 150.0 46.5 574 16.5 1.00 63.0 F 57.5 E T 1.08 0.540 150.0 28.8 1944 39.3 0.85 57.9 E R 0.09 0.540 150.0 12.7 826 0.0 0.85 10.8 B SB L 0.66 0.127 150.0 47.4 217 4.8 1.00 52.2 E 21.8 C T 0.41 0.473 150.0 19.6 1704 0.1 0.85 16.7 C R 0.16 0.473 150.0 17.1 724 0.0 0.85 14.5 B EB L 0.92 0.293 150.0 39.0 217 28.8 1.00 67.9 F 48.4 E T 0.51 0.213 150.0 39.6 384 1.0 0.85 34.5 D R 0.43 0.213 150.0 38.8 326 0.6 0.85 33.5 D WB • L 0.11 0.227 150.0 35.0 137 0.0 1.00 35.0 D 53.7 E T 0.93 0.147 150.0 48.1 264 26.9 0.85 63.7 F R 0.33 0.147 150.0 43.6 224 0.3 0.85 27.4 D Intersection Delay = 48.7 (sec/veh) Intersection LOS = E OCT 15 "73 1G:11 MN DOT DRRINCRD f.G • Mr. Pat Klaers October 15, 1993 Page 2 As a check on future traffic volumes on T.H. 169 and vicinity, an assumed growth of five percent annually from a base year of 19.90 was made. This assumption Wae taken from au earlier report by Maid Stewart & Associates. A comparison of traffic volumes from the assumed. five percent growth was made against the forecast from the T.H. 101 report. The results were amazingly close. Having made this comparison on traffic volumes, the forecasted traffic volumes can he assumed to he credible. The 1997 traffic volumes used were 31 ,378 vehir.leA per day. Design Hour Selection The Department of Transportation designs highways for 20 years future. This is a reasonable compromise between a facilities useful life, the uncertainties of long range projections, and consequences of inaccurate projections. In conjunction with the 20-year loug Lauge forecast, the Dc aic,ieut builds a highway capable of handling traffic for a Design Hour Volume (DHV). This is typically the 30th highest hourly volume expected for the year. Thirtieth highest hours vary from roadway to roadway dependent upon function and location. Trunk Highway 169 is a very seasonal route since it serves the vacationland of much of northern Minnesota. Design Hour Volumes for seasonal routeA often Ayneed 20 percent of the average daily traffic (AT)T) and can even • approach 30 percent of the ADT. Without conducting an indepth analysis of what would be an aceturate DHV for T.H. 169 and School Street intersection, we evaluated a peak Friday afternoon peak hour. This selection was for the purpose of studying operations during the busiest time of the day. Utilizing information from a Automatic Traffic Recorder (ATR) located east of Elk River on T.H. 10, we found a peak afternoon hour on Friday in July Co • be slightly greater than 9 percent of the total traffic on that Friday. Overall, a July Friday afternoon peak hour slightly exceeds IL percent of the ADI. Since the volumes on a summer Friday afceruuou peak hour: are less than an expected 30th highest hour volume, we feel our evaluation of a summer afternoon peak hour is representative of a significant number of hours throughout the year. Findings & Conclusions, A summary of the results of our analysis is as follows. ii The Department of Transportation utilizes the 30th highest traffic volume of the year in its design otudico. For this rcaaon, we utilized a time of day and day of week nearing, or less than, the 30th highest traffic volume for studying impacts to T.H. 169. >> A summer Friday afternoon peak hour was selected for our analysis. The design hour traffic used was approximately 11 percent of the ADT and is actually less than an expected 30th hour DHV on this type of facility. >> We derived design hour characteristics from en ATR in close proximity to this intersection. These findings were applied to forecasted traffic volumes. 4111 OCT 15 '93 16: 12 MN DOT ERAINERD P.7 Mr. Pat Klaers October 15, 1993 Page 3 • >> We assumed the traffic generation from the proposed development calculated by Benshoof and Associates to be realistic. >> Actual signal. timing parameters were used to evaluate the signalized inter- section operation. This yielded a 150-second cycle length at T.H. 169 and School Street. >> An overall intersection level of service (LOS) was calculated to be "E" at T.H. 169 and School Street in 1997. (This calculation took into account a widened School Street as proposed by Benshoof, and a dual left turn lane for NB T.H. 169.) "E" is an acceptable LOS for short periods of time. >> There are improvements that can be made to the highway and the intersecting street to minimize the impacts due to increased traffic. -- Dual left turn lanes for northbound T.H. 169. -- Dual left turn lanes for eastbound School Street. -- Additional lanes for through movements on T.H. 169 and/or School Street. >> Should the development and expected traffic increases occur, dialogue will need to be conducted between the City and the Department of Transportation co identify short term and long term roadway improvements. Sincerely, avt.."-L6'iG‘17r-s Anthony J. Kempen District Traffic Engineer Attachment: LOS Calculation Package cc: D.L.Raisanen/C.N.Kreutzer Jim Benshoof - Benshoof & Associates Ken Anderson - Anderson Engineering AJK:mc • Memorandum 411 7/ To: Stephen Rohlf, Building & Zoning Administrator From: Thomas D. Zerwas, Chief of Police Elkr River Dace: July 14 , 1993 Police Department Subject: PROPOSED ELK PARK CENTER PROJECT In response to your request for projections on the increase in crime and traffic accidents, I must tell you this is a very difficult task. As you are aware with the present Elk River Mall, we have realized a significant increase in calls for service. This is directly attributed to additional vehicles and people coming to that area. We anticipate the same to be true with Elk Park Center whether it is built where it is being proposed at this time or any other Elk River location. Shopping centers, by design, are there to draw people to shop and I am sure this is true for Elk Park Center. We, again, should expect a significant increase in calls for service such as motorist assists, car accidents, shoplifters, thefts from autos, vandalism, check forgeries and burglaries, just to name a few. This same situation occurred in Coon Rapids with the addition of their shopping center that opened a couple years ago at Hwy 10 • and Bunker Lake Road. The question has been asked whether private security should be required to deal with crime problems; however, based on our experience with the Elk River Mall, I would not recommend private security. The reason being that the Elk River Mall, at one time, had a private security company providing protective services. It was found that the service was unreliable and also ineffective. Every time they had a problem, it seems the police were called anyway; therefore, it was decided that the police department would contract with the mall to provide some type of on site police security service to reduce the need for patrol officers to respond to that area. With the use of our community service officer and a couple police reserve officers, it seems to have improved. As far as the issue of traffic accidents is concerned, we anticipate a noticeable increase in traffic accidents. Again, this is inevitable whether the shopping center is built as proposed at the current site or any other future site. Currently, at the intersection of Jackson Avenue and School Street, we average approximately four (4) reported accidents per year. This would definitely increase as a result of more traffic; however, we are not able to project what that number will be. Lastly, you asked about juvenile/gang activity at the proposed shopping center. I do not think this will be as much of a problem • as some people think. The current mall with the movie theaters and the billiards hall attract large numbers of juveniles to that area. 720 Dodge Avenue N.W., Elk River, Minnesota »330 • (612) 441-2324 t , Memorandum -U -�( To: Stephen Rohlf, Building & Zoning Administrator ''" From: lk�; '� Thomas D. Zerwas, Chief of Police River Date: July 14, 1993 Police Department Subject: PROPOSED ELK PARK CENTER PROJECT, continued • The proposed shopping center will not have an enclosed mall, nor does it have a movie theater or other business that should attract large numbers of juveniles. That is not to say we won't experience some increases in juvenile crime; however, I do not see the proposed shopping center, if constructed, becoming a juvenile hang out. Again, as I indicated at the beginning of this memo, this is a difficult task with considerable speculation on my part. Our main concern, wherever the shopping center might be built, is for sufficient additional personnel to deal with the increase in calls for service. If the project goes forward without adding the needed additional personnel, the rest of our citizens will feel the effects by reduced response time or quite possibly no response at all. • After reviewing this memo, please contact if you have any questions about the content. • 720 Dodge Avenue N.W., Elk River, Minnesota 55330 • (612) 441-3324 ELK RIVER INSURANCE 612*418871 p' 02 ' * October 10, 1993 OBSERVATIONS ~ to be entered into the public record Elk Park Center Proposal Date: October 19, 1993 The public hearing for the Elk Park Center proposal was scheduled for the 19th , a date on which I had a prior committment I was unable to change. I have studied the packet materials and would like to offer my observations for your consideration. 1 ) The landscape theme identified by the developer and City Planner is difficult for me to visualize. This concept has been repeatedly identified as critical in high quality developments. With 13 separate site , plans to review, it is my concern that consistency would be difficult to maintain. I would like to see the plan include landscape "islands" in several spots in the large parking expanses, to offer aestheti c relief from the great asphalt areas. I believe a pleasant environment ' with safe lighting will encourage a greater sense of pride for those who use the facility as well as those who see it from the highway. 2) Some drawings showed 3 lanes of traffic on Jackson , others showed 4. Perhaps one is the bike path and • sidewalk as recommended by Park & Recreation Commission, Clarification may be necessary. These alternative methods of reaching the site would help to alleviate traffic concerns. 3) As Mr. Mauer stressed , the City must be well prepared for , and plan ahead for , traffic impacts. 4) All subsequent plans and drawings for the development should be dated to eliminate confusion over what is current. This became important to the Commission in reviewing plans, changes, etc. in other developments' 5) The right-in , right-out access from TH 169 may interfere with traffic flow on Freeport. Will therm be a 4-way stop , yield signs, speed bumps? Stop signs may cause excessive "stacking" , but Freeport traffic must not be allowed to move too quickly or traffic accidents may occur, Please consider the • • intersection for safety of pedestrians as well . ELK RIVER INSURANCE 612*418871 p' 03 ' ~ 410 . Page 2 It is my desire for the very highest quality development which can be produced by this project. It is both an entry and exit from our community and should present our best ` efforts to communicate what Elk River is all about . If approved, as this project develops, we should carefully observe and record what has been expected , what has been accomplished , what has worked well , and what has not Design standardS and expectations for future developments can^ be an important contribution by our Commission. Steve andI talked about this and he believes it may be a gond workshop project for upcoming months. Thank you for the opportunity to offer comments, and for the opportunity to serve my community. � �_---- ���N Mary Eberley �� • V 13038507335 MCB/ERA P01 M • ELK RIVER ASSOCIATES,LTD. 6409 City West Parkway #201 • Eden Prairie, • Minnesota • 55344 1-411 612-942-5331 , 612-942-5939 Date: Fri,Oct 15, 1993 Time: 10:52 AM To: Steve Ach From: Scott Ericson Re: Planning Commission Consent Letters Recipient Fax: 441-7425 Sender Fax: 942-5939 No. of pages : Memo: Executed Planning Commission Consent Letters. Please call me and let me know if you need anything else. Thank you. Tilleskjor signature will be delivered today or Monday. Carl Carlson is • handling the Raskie transaction. r<•H Fax•Fax•Fax•Fax•Fax•Fax•FaX•FaX-FaX F.7drw,is',01902 T&l.k.r Comps,* e 13038507335 MCB/ERA P02 • r .r�. ELK RIVER ASSOCIATES 6109 City West Prkwy.,11201 Eden Prairie,MN 55344 (612)942-5331 Fax(612)942_-5939 Ares To I the undersigned, the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. SIGNATURE . xe4 >71JV-e.fri-cte • ADDRESS JCL6kS691 Rd Al, W j./ ✓E R, M N 3-6-33e DATE Ce,Mber 7� /993 PHONE NO. C6 ..z.) Yig-/S-75 • e. 13038507335 MCB/ERA P03 • �H ELK RIVER ASSOCIATES 6409 City West Prkwy., tt201 Eden Prairie,MN 55344 (612)942-5331 Fax(612)942-5939 I the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. SIGNATURE • oNibetwoh- 14,....„..t-7,...,. ADDRESS • lictii 116.0. ‹ sf E.,..... & _____t__ DATE 16/14i 3 PHONE NO. `iy! 3 ice__ 10 Ts 13038507335 MCB/ERA PO4 • a •` ELK RIVER ASSOCIATES 6409 City.West Prkwy.,#201 Eden Prairie,MN 55344 (612)942-5331 Fax(612)942-5939 i the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all properly between Jackson Road and Highway 169 North of the existing School District property. SIGN AT U (' ADDf1ESS /_j' ` . 5 `1�i CfJ /\ /'c/ /l.!Lc_i DATE PHONE NO. I /( _ _ • T2 13038507335 MCB/ERA P05 • (At ELK RIVER ASSOCIATES 6409 City West Prkwy., #201 Eden Prairie, MN 55344 (612) 942-5331 Fax (612) 942-5939 I the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. St GN ATURE • RE_SS DATE PHONE NO. --I -1 1 - '7 J;'G . • $ 13038507335 MCB/ERA P06 0 EIA- ELK RIVER ASSOCIATES 6409 City West Prkwy., #201 Eden Prairie,MN 55344 (612) 942-5331 Fax (612) 942-5939 I •the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. SIGNATURE •-; -,(: s`1 aRESS n ) f-r-V r-'. `i / ,(i. ,_) 7 :7(z_fc,t,31,..,, . ,Lc\i__, , ,,,,, 0 ,.1/ . .,-E..-__) (/)tii ic D AT E PHONE NO. ' 13038507335 MCB/ERA P07 • ERA ,. ELK RIVER ASSOCIATES 6409 City West Prkwy.. #201 Eden Prairie,MN 55344 (612)942-5331 Fax (612)942-5939 I the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the' existing School District property. SIGNATURE 7;V'' 717 • "'DRESS 1 l�/ JA c/Ic DATE IO f _ PHONE NO. i ' 13038507335 MCB/ERA P08 110 ERA. . ELK RIVER ASSOCIATES 6409 City West Prkwy.,#201 Eden Prairie,MN 55344 (612)942-5331 Fax(612)942-5939 I the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. SIGNATURE • -k1 i� ' .) ADDRESS . DATE PHONE NO. X_./ .'7=� — '5/D 33 • T2 13038507335 MCB/ERA P09 • E 4#3 ELK RIVER ASSOCIATES 6409 City West Prkwy.,#201 Eden Prairie,MN 55344 (612)942-5331 Fax(612)942-5939 /71" T I the undersigned, with E44f-River A: ociatosf request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. SIG ATUAE •• illADDRESS Sc1'\ °1J \CIqZoc DATE I .rd ct • PHONE NO, ( - 53a � i $ 13038507335 MCB/ERA P10 • • ERA . ELK RIVER ASSOCIATES 6409 City West Prkwy., #201 Eden Prairie,MN 55344 (612)942-5331 Fax (612)942-5939 I the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District properly. • s!GtiAr,uRE. Arlis Christeck ADDRESS • 19013 Jackson Avenue Elk River, MN 55330 DATE 0�lck,-i; /4279. PHONE NO. 111 • ERA ., ' ELK RIVER ASSOCIATES 6409 City West Prkwy., #201 Eden Prairie, MN 55344 (612) 942-5331 Fax (612)942-5939 I the undersigned, with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. SIGNATURE tae_ r/7' ADDRESS • . 3 3 0 ,./t/6, A✓e Nul FLK- 4 Vey Ai/ cs-33v N 03 elk lryAn, 5-3 3 3 0 1/ aLl 1 'A : Y,, /U Re-,‘,A„ , 3.3O D ATE / Dart /5- 7 PHONE NO. • IS. 13038507335 MCB/ERA P11 l • � / v7 l That hart of the Northeast Quarter of the Southwest �33, Range 26, Sherbur`ne County, Quarter of Section 27, Township • Minnesota lying west of the westerly line of the right-of-way line 'of U.S. Highway No. 169, and lying east of the easterly line of the right-of--way line of State Trunk Highway No. 201 , now known es Jackson Road. TOGETHER WITH that part of the Northwest Quarter of the Southeast ,Quarter of said - Section 27 lying west of said westerly line of the right-of-way of U.S. Highway No. 169, ' TOGETHER WITH that part of the SouthwestQuarter of said Southeast Quarter of Section 27 lying west of said westerly line of the right-of-way of U.S. Highway No, 169 and lying northerly of following described "Line C". TOGETHER WITH that part of the Southeast Quarter of the Southwest Quarter of said Section 27 lying east of said easterly line of the right-of-way of State Trunk fighL•ay No. 201 and lying northerly of said following described "Line C". • Said "Line C" being described as Commencing at the Southeast corner of said Northeast Quarter of the Southwest Quarter of Section 27; thence South 89 degrees 23 minutes 08 seconds West, assumed basis of bearings, along the South line thereof for a distance of 832.29 feet to intersect said Easterly line of the right-of-.ray of State Trunk Highway No. 201 , now known as Jackson Road, said point of intersection also being the actual Point Of Beginning of said "Line C" to be hereby described; thence South 74 degrees 36 minutes 12 seconds East for a distance of 150.00 feet; thence along a tangential curve concave to the north, radius 380.00 ' feet, for a central angle of 16 degrees 53 minutes 48 seconds and length 1 ) 2.06 feet; thence North 88 degrees 30 minutes 00 seconds East tangent to • said curve for a distance of 240.00 feet; thence along a tangential curve concave to the southwest, radius 260.00 feet, for a central angle of 90 degrees 00 minutes 00 seconds and length 408.41 feet; thence South 1 degree 30 minutes 00 seconds East tangent to said curve for a distance of 140.98 feet; thence North 88 degrees 30 minutes 00 seconds East for a distance of 175,67 feet; thence along a tangential curve concave to the north, radius 395.00 feet, for a central angle of 15 degrees 46 minutes 16 seconds and length 108.73 feet, more or less, to intersect and terminate said "Line C" et said westerly line of the right-of-way of U.S. Highway No. 169. Subject to easements of record to Northern Natural Cas Company, and to United Power Asnociacion. Also subject to other easements of record, if any, SC OS: /Cub2 That part of the West Half of the Southeast Q Range 26 which lies north of the South 1847.00feeterofofsaidC1West7,Half TownJofp 33, the Southeast Quarter and lies east of the Easterly line of the right-of-way of U.S. Highway No. 169. 4110 • 1e__OCT_ lE '93_,1g:45AM KRAUS, ,ANDERSONW OFFICE +I 613 441 1359 PP;.Zi11 • ERA. ELK RIVER ASSOCIATES 6409 City West Pricwy..4201 Eden Prairie,MN 55344 (612) 942-5331 Fax (612)942-5939 1 the undersigned. with Elk River Associates, request the platting, conditional use permits, and PUD agreements necessary to acquire City approval for the Elk Park Center shopping complex. The attached legal description is for all property between Jackson Road and Highway 169 North of the existing School District property. SIGNATURE k--/--29 l ).\.s lel AoRESS 61€ . itaidt14)-VI c v T� .44 • v t s'7 ?e DATE • O (5753 PHONE NO. 014 -3 -II*7' 62ggfriaAJJ P iZ/y c /5/-- /7/d//=:-.,"?!c / 30 That par-OCT 18 '93 lEeeeeM KRAUS ANDERONhe Southwest Quarter of Section 27, Towns1P Y"S 33, Range 26, Sherburne County, Minnesota lying west of the westerly line of the right-of-way line 'of U.S. Highway No. 169, and lying east of the easterly line of the right-of-lay line of Scate Trunk Highway No. 201, now known as Jackson Road. TOGETHER WITH that part of the Northwest Quarter of the Southeast Quarter of said tion 27 lying vest of said westerly line of the right-of-way of U.S. Highway No. TOGETHER WITH that part of the Southwest Quarter of said Southeast Quarter of Section 27 lying west of said westerly line of the right-of-way of U.S. Highway No, 169 and lying northerly of following described "Line V. TOGETHER WITH that pare of the Southeast Quarter of the Southwest Quarter of said Section 27 lying east of said easterly line of the right-of-way of State Trunk Highway No. 201 and lying northerly of said following described "Line C". • Said "Line C" being described as Commencing at the Southeast corner of said Northeast Quarter of the Southwest Quarter of Section 27; thence South 89 degrees 23 minutes 08 seconds West, assumed basis of bearings, along the South line thereof for a distance of 832.29 feet to intersect said Easterly line of the right-o£-way of State Trunk Highway No. 201 , now known as Jackson Road, said point of intersection also being the actual Point Of Beginning of said "Line C" to be hereby described; thence South 74 degrees 36 minutes I2 seconds East for a distance of 150.00 feet; thence along a tangential curve concave to the north, radius 380.00 - feet, for a central angle of 16 degrees 53 minutes 48 seconds and length 112.06 feet; thence North 88 degrees 30 minutes 00 seconds East tangent to said curve for a distance of 240.00 fee:; thence along a tangential curve concave to the southwest, radius 260.00 feet, for a central angle of 90 degrees 00 minutes 00 seconds and length 408.41 feet; thence South 1 degree 30 minutes 00 seconds East tangent to said curve for a distance of 140.98 feet; thence North 88 •erees 30 minutes 00 seconds Eat for a distance of 175.57 feet; thence along a angential curve concave to the north, radius 395.00 fee:, for a central angle of 15 degrees 46 minutes 16 seconds and length 108.73 feet, more or less, to intersect and terminate said "Line C" at said westerly line of the right-of-way of U.S. Highway No. 169. . Subject to easements of record to Northern Natural Gas Company, and to United Power Association. Also subject to other easements of record, if any. SC 05; /Cub2 That part of the West Half of the Southeast Quarter of Section 27, Township 33, Range 26 which lies north of the South 1847.00 feet of said West Half of the Southeast Quarter and lies east of the Easterly line of the right-of-way of U.S. Highway No. 169. • • T(JIHL F'.62 DCT-19-'93 TUE 15:00 ID: #740 P02 401.1111* ' . ,.. io VP:fik: 4iti , ,;,;, ,:„ ,,.„::.,,, 1:0 covits vi • October 19, 1993 Mr. Steve Ach, City Planner City of Elk River 13065 Orono Parkway Elk River, MN 55330 Re: Proposed Elk Park Center Mr. Rick Foster's Property, East of Hwy. 169 Dear Mr. Ach: I am writing this letter at the request of Mr. Carl Carlson of the Kraus-Anderson Company. • As Mr. Carlson may have told you, I am representing Mr. Foster concerning his real estate located immediately East of Highway 169 in Elk River. The property involved contains approximately 30 acres which currently holds approximately 7 acres of water. I have been meeting with Mr. Carlson regarding the use of Mr. Foster's land for storm water drainage which would be generated by the proposed Elk Park Center. Based on my meetings with both Mr. Foster and Mr. Carlson, Mr. Foster's position is, at this time, as follows: A) Mr. Foster does not oppose the development of Elk Park Center; B) It is Mr. Foster's intent to cooperate in attempting to solve the storm water drainage requirements generated by the proposed development. I am confidant that positive progress has been made in bringing this matter to a final conclusion. I believe we can all be optomistic that it will be resolved in adequate time for the proposed project to proceed without any delays due to Mr. Foster's property. Sincere , • Gary L. San • cc: Mr. Rick Foster Mr. Carl E. Carlson WAR( Premier Realty _ 650 Dodge Avenue Elk River, Minnesota 55330 N dc _=.,Mat' Phone: (612)4414833 M In6eoen6eM Member Broker UPA 2412488 P. 02 • United Power Association P.O.Box 800 • Elk River,MN 55330-0800 s (612)441-3121 October 19, 1993 UPA W.O. #4171 Mr. Steve Ach City of Elk River 13065 Orono Parkway PO Box 490 Elk River, MN 55330 Subject: UPA "EW" Line in Proposed Elk Park Center Dear Mr. Ach: This letter is to confirm our telephone conversation this morning. • United Power Association (UPA) has reviewed the revised preliminary plat and other drawings dated September 14, 1993 for Elk Park Center. According to the revised layout it will not be necessary for UPA to relocate its transmission line. There will, however, be construction activity and development within UPA's easement. These activities include two ponds and a modest encroachment of at Ieast one of the buildings. Elk River Municipal Utilities (ERMIJ) has distribution facilities underbuilt on UPA's structures. Should grading or the construction of the ponds or buildings necessitate any modification to UPA's or ERMU's facilities the developer, through John Bogart of John Oliver & Associates, has assured us our modification expenses would be reimbursed. Accordingly, UPA does not object to part of its easement area being utilized for development such as the proposed ponds, buildings and parking area. Sincerely, UNITED POWER ASSOCIATION • J. Patrick Cairns, SR/WA, CRA Land Rights Supervisor 111 JPC:lb:4171 aprvitr c: Jack CI-.ristofersen DIRECT DIAL---612/241-2221 FAX---612/241-2488 OCT 11 1993 October 7, 1993 • Hank,Duitsman, Mayor El River City Half P.O. Box 490 Elk,River, Ml 55330 Dear Mayor Duitsman: As mayor of EL€River you have a lot of responsibilities and decisions to be made. One of the greatest being the proposed mall on yackson. This has also been weighing on our minds and hearts. We rived on the end of yackson where Highway 169 and 5ackson meet. We are hoping you will.vote yes on the Elk,Park, (all at the city council meeting October 26. Zt would be a great hardship to us if it does not go through. Our home has been moved off this property and our old rented house totally vandalized We sold our .(and to Scott Ericksen and Associates and built a new home. Being this land was zoned PZID we dud not think,there would be the rise of selling our property as there has been. 'This would be a great hardship for a number of other people also, including the First National Bank,of Elk,Qiver and many of the engineers who have dedicated much time and money to this project. 'The entire town of EkRiver and surrounding areas would benefit from such a mall We have lived in Hk,River the greatest part of our lives, and with the epplodrng demography in this area and the • projected growth predicted in the next 30 years this mall could be a real blessing to our town bringing revenues and jobs for the surrounding areas. Zf our town does not build the shopping mall, you can be sure the next town will and we will become a ghost town. This planning has been in the making for 2 1/2 years now. It's time to move ahead and get moving on this project before the anchor stores of Cub and Wal- (art decide to go elsewhere. A rot of people, including engineers have been working hard to get codes, roads and green areas in accordance with city council's specifications. Traffic would flow much more effectively on School Street with roads planned to meet those needs. We trust City Council will continue to make wise decisions in the future as they have in the past and vote 'ye? to the Elk,Park, vlaff ?'hank,you for consideration in this matter. Sincgel, �---�� Donald and Del-rose Tilfesfcor 9033 Viking Blvd NW Elk,River, 740L 55330 441-1788 • October 12, 1993 110 Elk River City Council c/o Elk River City Hall P.O. Box 490 Elk River, MN 55330 My name is Darlene Hinz. My husband, Martin and I live at Nowthen. Why should we care if you pass the Elk Park shopping center? We have lived in the Elk River area for over 40 years. We do all our banking in Elk River. We used to do all our shopping in Elk River also, but one by one the stores closed. It was very interesting that your story in the Star News was just under the story about county population predicted to rise 72 percent. This would also be very good for your tax base. What an ideal location, right on Highway 169 . We live six miles from the proposed Elk Park. It is 14 miles to Riverdale Crossing from Nowthen and 9 miles to KMart. Burns • township is also growing very fast so you would have a lot of people shopping from here. I know there are a lot of people that feel the same way we do. Thank you. Respectfully submitted, Ott/L/1" A(IL Darlene Hinz v^! 19931 Sparre Road NW Elk River, MN 55330 • f R " 2 1993 March 31, 1993 • Elk River City Hall 720 Dodge Avenue NW Elk River, Minnesota 55330 To Whom It May Concern, I contacted my council represenative ) over a month ago and have not heard back from . I called . in regards to the new shopping center developement. I am in favor of the shopping center for many reasons. We need it for the tax base. We need it for the citizens of Elk River, for shopping convience, and it will be cheaper prices for citizens. Also they won 't have to go out of town for the cheaper prices . The shopping center should attract business from the surrounding communities. Currently I go to Coon Rapids Cub Foods and do my grocery shopping there, along with other Elk River citizens . I feel just because our council members are not in favor of the • shopping center that it means a block in the progress. The council memebers are suppose to be representing the citizens of Elk River and what the citizens want and not what the city council members want. Sincerely, A Concerned Elk River Citizen p • etrov‘ CawAci`I 1 - 2v- 43 ORMAT,O Per Oµ ►. Ci'l re mut • of ' 4 .e 1— 1 8 CI P rn c Lf7 n C n' Elk , • River /iv G‘e / S 4e. p e,47 /i a el 720 Dodge Ave. N.W., Elk River, MN 55330 Phone: (612) 441-7420 Fax: (612) 441-7425 1' i4e p ✓QPoseI Alai/ peoj-e•efr. 7 • • Der /91r ��-t i 71S 1' , r) d) r y LA ,01- 1 <-) `rre -71-A � reSu /* %'N / /DerS Y►A ( S it reYre- ca re l a -/k . pN(t-)Y /6 1 r'-74/ / D /7Le ( 71e, e ed ; 2 sub ed ,e Cly • 77,c a r -fc� -,�, , �� 7` �� �-� -z c,--) Id i 1e TO ca Qy Yo ( a 12 (AY- G11 iIQ/)I17S C • -IL- 4_ -1-0-71--a_ a-7r all /X Ci 7 A (3 (-( 1--). eh ' o 110(-74-- rd q rns in „decer Ce /24- (leT L rr � (�iC� S i� p, 4 �t�1 �' �' �' 45rz b & a*- I rocD42 q d-d r -es re S Q IC >Crica 14- 1. '1 e C s^ Tti`r Cl1 lC /rU '( q r e ce l f n (L- 0-74- j _C-7& cc rte if h har he) ac[ e, a . .d�f6J rd is i n a�e /fir C/8 90 o e /� „Joe ( res /kid `4 Cver0 0, V' 7C � e afiro✓ e /1 (y 76 Io Guth r 6l A acd n opro ; « , '777iS 5-e Fye, c • C 6 !-r "71--r c d c ? C e r ( moi l L vs'i o r r c- l 74-17e /1-7 fill/ re5rQler3s ire aparr'rs- pc cj. Cc Pr'eas -/-C, r c s � s �-{ !ti- `� h 4. cons ; r a fry y et_ rep,eZediki "1-41 . k P 5+1 0 y-1c , p r ce 5 e 'Teel T✓Ce Q 41 r lat-lervqr I am writing this letter in support of the proposed Hwy 169 mall . development project . At stake is the present and future economic security of the City of Elk River and it 's citizens. Both sides of this issue must be addressed calmly, intelligently, unselfishly, and most importantly, it must be addressed without delay. A growing economy is vital to the social and educational development of this city. Our children deserve to grow up in an environment which promotes and offers only the best in economic, educational , and social opportunities. A strong economy comes from a strong tax base. Our city, like many other cities our size, has many needs and limited resources. In the recent past we have seen the need to build a new elementary school , a new government center, and a new police station to name a few examples. The money for these and other programs must come from somewhere. Without the help from stores such as Cub Foods, Walmart , and Menards, the money will have to come from increased property taxes. I 'm sure that I am not alone when I say the property taxes in Elk River are already too high. I think the choice is clear. The most effective way to infuse a large amount of money into the tax base is to encourage retail stores to build here and thus pay taxes here. My friends, family, and co-workers who live or work in Elk River and surrounding communities, tell me they do not shop much locally. What an inconvenience to have to drive to Coon Rapids for shopping when that money could easily be spent in Elk River. With the addition of Cub, Walmart, and Menards, Elk River would not only keep its citizens shopping locally, but would also benefit from shoppers from surrounding cities and townships. In the future, Elk River will see much growth as the Twin City area expands north, especially after the Hwy 101 upgrade. It makes good economic sense to • prepare for this growth by providing good shopping opportunities. The monetary gain is only part of the benefit. Each new business provides employment opportunities for both adults and teenagers. In closing, a strong and growing economy in Elk River is essential for everyone. The city council and city planners cannot afford to let this opportunity slip away. The proposed mall project can be a major step toward a brighter future for Elk River. The time to act is now! Let 's all work together for the benefit of the city, reach a consensus, and allow Elk River to grow in a way that benefits everyone. Thank You rikleC/Lt -1 I ' 11/19/92 • We the undersigned support the proposed 11WY 169 Mall development project. We request that all citizens—families, the City of Elk River and Mall developers, work together to resolve any differences, be attentive to all parties concerns, and reach a consensus on what's in the best interest of Elk River. NAME ADDRESS CITY t C4' P._; 0 e i(' -1'& \ -;--'S\---- _ /0,41,4. vr-1. 1--ed-u..„...,...._.. l ei2L i.(x. •-c---,?/-)e n 7`S:)___ )li_N 6 N vi= , 'L`) t ��NtY_ \.LTA `;, .- ( c• /e /f7.:>6, U;..-A,7/ s /,'w L-L, - i-; - - 5r ,w ktifyun 1 Ci 021 q. amill S1- ti�" ' '/ ' �, e4jiL- /72 9'4 It . /. 1r Zw7 6"4 1/1/7•14211-14/1„,-. / 7 h 2 / / >-`(, -s- A . _ c'./'./G - ./t/y J �G�'1 // 11 17 Z 7-.1,oc Ai E L.k fz t-aal ,44 N 0 "rt1/»\ IV/6/11/U, 1((1 GO 'll'-C at_ -(' E X 1.1,&‹.-A ilik/1/ ( 19Ill -- LIQ �c:etL- �'�� ( i'4 a it e Ss-t . ---.__. Le.r u` / (/,2.71:-t-L r ,l • /-L fet ��,,6►.,:ve //i2.4,. �eu,z,1, , r -� /%L 2 c- L- ,j>t:, c - fc�.L , A'> •Y_J/� i `f Z Z"7 (/�l".L `.)--l-. . {. e `v-i-N, 7,77/7" /cAlt %X' 51: .. , /AM/4'4. ,/,./2t-' a11 i VW (t)4,3 `//ICC . .._._-. 4,11,0.4 1-- � i e.V P?( pi_-.12 . i z1&,P., (.1_ 'Ll, CL iN/L1/%-1 ' zz, ! l. MO j .., Ai.,i . _ liiik_14LI'L. /4j/ c4.7t-k--df-CL-." OK CYN,.. 111 -1 19.- Ate" -, r,d ���o-, ///73 /i3 /re_ AW /� , k.v • 1LCL ►- Z . . " � � � _ . L jt(1 ci'1?),. . C: 1%) 7,�,L,e.s 6 ELK. iV rw, .1144/ c- ' Q 0 jx[C-ki- ! `l:?LIC x coliQ(-s _s-t- EL ELL' v_.. . _ . ��,/ /9z hyo /.lti;t,� srN/✓ T�ie ,4'J iL-- • ',/ d-il ei' �'' ( d / 7 '3- ei -fit -1 - . ,6-.1.- il/-k-cr,_)-Q--- . . ' / 1L-1 <_: \ -„,tii7601 i2- ' c Cl- /2 c---u-c. C /99 /6/;) r/9.\44:1' _' ,C _tre-eiti, L //--5-'2 //u) VG F ,,_ 4(e/0 . ._ - .° ' ~^ . . , 11/19/92 . . ���� We the undersigned support the proposed UHY l 6 Mall development project. We �� request that all citizens—families, Lhe City of Elk River and Mall developers, work together to resolve any 6l[[ercncca, be attentive to all parties cvncerno, and reach a consensus on what/s in the best interest of Elk River. NAME ADDRESS CITY 1`\01,‘ C1^~1-I ' / —� -� \/�c/' ^�'/t/ S/ �u � '/ 4 ' / / . _— � ~ —� - - __,f-/,e.--da--'` _-- �~"`+—_' k/ P--,�~L. / «/ 7 72_ ` /7//y/ -(Y ~/1;. ''. 11/19/92 411 We the undersigned support the proposed HWY 169 Mall development project. We request that all citizens—families, the City of Elk River and Mall developers, work together to resolve any differences, be attentive to all parties concerns, and reach a consensus on what' s in the best interest of Elk River. NAME ADDRESS CITY / / / /1 • /7 L.," C __:___ // Z C.-:!---- 7,... ------ --t---61-- 1) Zff,E, /9 (1-riTD 1-'6: /Out) 4( /1 ci 4L.-,-, itie__/C A-740-- -if // S,' 4 ,-- MI—kJ / t/(1 /V i,.t/j. t(.". I \ t60 0 /1 -, icirs adictuo-,u .qs. ow_. , if,6- , , 411,1) „,J %-mkeA 5/a / 1- r . I 1 I kt t C fritA, (f ,5-;k. 5 I c 4 , 411Viekkt 7/(a4.L), / 1.9 L'ei: 1:2,1 6: .,./,>, itt 1.,.., 9 i(;.0(13 /3:1--('-' Y _. CAN-------- K(.----j:)`--) i i ( (i C i Ci (. A u . ,/, C. L-.-- IX/ ki ( V e s. (1, -- , 16-7 oil Y ---,-z-,W. iti 0 k.... ot , , , c , , 11 31 — rco - ___ (..11.7)...>•. ,,,_„...,....r.— 1 1 k ' 1 - (i -') V\.).4,:. K_ i)/2-4-e-LIVI-A-A-- AI / 7 ki 2u , 5 I Ai t/s-) C/4- piver2. - '.7,,..... . . cixt„).„e_.-e-T,,f_.„ ((.1.1 ..., 4.6 7(0 ( c.---\ c4, k/4-6-r.vvirt, / 3? Lr P- ---E,-- --et.f. 0--,,,A._ tf:24Ac,--1,-5:-,--- Fe,L i/qtr \jt.----- "0Th a4A,,J .---K 2,...1.70— izt .... ii,,,*f ,, '-' I••• /".,..., ,... I NqitV '‘.,14 'Z.-.43'11.4. , ";.401 rSISM0 , , r,;,.;,,,fil .(„o4,7 0 444.9:.1.ii .v,,',.-4 •:, so ..„ •/ —c4 • 41--k-A--/4-AL'\*" I 9 b 3 4 9,6,..,..4 M . ELISk CL,,,,,; au r poi- A. cee, 7,,,,o,, , i.„---.- l/ ) ri;.-) i 1-. ;.,/,.....„.K.Q....A.}-e---,--, . ( s7. ,.,..' _) ,,,,.,7q,....0 _s-7--- 1 .. /,),,, 7„ ..Je..„ ( -(1,: 00p, > „ , . c:',--- • ...3-'112.-------- /-5--- --5-'( _ ______ e___, ____ ,,.. ...0,,,.. ....?:-:!... ,. 7 i ( t- .doi-d- < : - -- 11 9 76J Wi c/- V Gil ---' X:), g4t.,te-7/44---- -.. .7-40 74,-=, .. . . .._. . ......._ .... ____ _... __ _ ... . . • • • i4- :NW • •• ." eV • L• • #Y- .v4- •• %.11W• • • -;t4 4;14 I :""e• 1 ..104.14 1 • . .• • ..• ••••• vett) mom, mown „ter ISO . - , • . , _, • „ 4 i HUOUL 10111111 •-• llllllllllll 21'"'""11.="""441'4,11"Iffkgitiiii.4..."*PIHRT11.1ii 7!••••• 4.4'f&I-6..i.L-0" c_titar-• as.".\_£_‘••vle• •••• t• - N.y*-3. • . _ mi...• d . 04/ 411.1t _ • c - •"%K.• . • • • I'? /I f1x' r(' I 1 }t• ky. et ,... a. • .. ►1 " tom . • 1• }e•, �%! 4. !1 •. A few 1 -. `Iiiif !4 • " adf., 5 tit ' -3,1 4 •t.sir t _ oar is A. I ,,,,,.. , , 40, 1 1 lipligrivrNoll.01 4.91 . 1 _ ." ? if - :ANA atal4 ..,-.;: `.. . .i _i. . 0 el • - . 4° vim. Z Ale. I?' •�1,'L! I '�%i,,'I. .er: ` �r •1 . _�AOEo �� Eli tail. 1 .a1 11 11�1 710 IN rYt•I s�t,o i t , t.tt..N.t tiri •q I ifi �5�� .M kyr- i-i i-� pi�ni'!'.�I ' 'fin , �"ri` l halt-'lo .,.• ,- ., jj •-17 N.*InrY t ' 1 ;;t 1�!,' ' _. 11.22"::378, - v r —. mow"/ •.�P. • _ ... - • ,.. 1.C- Cr., ♦ ate/ , .c'— /,' -....... — . 2.2et)..... „• I% .aj____;771. •q1A, , .,.$3, , ....% ‘-- i --ire._7_z- _ _ -._7.1.___,..__,_-,_____,__._--L--,----_ - -;7..7., .11. A::, 74114•4* 11.,Z.r. ‘'‘' .4, evil . .I 4 of. „4.42,„_____,_...„ ...: z ..6it. -q.;t:se. :,,,,,s...:,c.„, 1.,, ,.fir, ...... ...:1„:„./.. _, -,,, , : , ___ ELK PARK CENTER ELK RIVER, MINNESOTA 6- 3- , / ELK PARK - ELK RIVER, MIN l DODGE ST: N:W. —% EVELOPER ELK RIVER A990CIA . I � ---•— 6409 CfiY WEBT PAAKY ./.1_•_._•_ � EDEN PRAlRE, MN 6 I ! I L I I I I. LL .„bl ........---.,....• •a -�/ j — — - _......----- ..._ ;i 1 I' i iii • FREERORi-AVE,—•—•J ---- - j-- -- -._.- - - -• iiii)1 �.� -- ' - 'E' '''0 ''. r. i mununlnitttltnn°IL• :).•7://://,..:„.;-; -- _ :_ _ _ __ _ rrl- -_ ._,S1 :-,E E,—__E. i-',..- El do, -06° i _.,- -E E= :E E: :: -_ ' \ !!!!!Illi [!--• ----"------:--- / •",' , --: -_ E. __ : i-= ____ ::____: .. .. i___t_,. ::„.. i :,, E, ,:: \ .\\ . ! I Fa—AI 1 1,. V �.� .- t(mmnnmm�lmmnunnit) I` r;' 1l ltl flr' 12 I' S" j _ ! (I _ i L! 0711111111111Lll11t11WA111lt1tn� t I \ -mac I ; e-,-,-_. k 1=' ,,�• ❑ 1 r ms'qo^�` �`-- x a• f; i I % % / • i • /4o / j )," ()AREA PLAN NORTH 0 75 150 300 600 1•.130•-0• <40 ,.„ 1QHi1,,..............., • �1 / is -fir, �J+iln;i 11iii iTuilniuu�J5 --`\A V. 1 \ W>!�s i� rr /"J Ian L+'tVlt Ullln)nn nln�.(� A�jl ,�� V '\ A } CD-• "J I' i T �. U �� hiui�u� illiili� iir �� , 8111 I �il�l�))�II�Ii '1 nii! 1tt�t!� liRR �, A• AA• �� I . __ . �.. 012,iU1::11 ji:nn!'1III::I •:,: � V A\• _. ___. __- A \ \ m nuu nuinllllulu nunu�uniil • \ \ .. Inuun ni I n• wit i,i i i rani 0 & G nun ! • \ 0 ` `• \ \. 0r�' '-\ ` I/ MIMI Q �i il!I111111��IIV uI111'1l -- --. --- -- v �. \ • relies \\ \" • • i i MEM \ \ \, ) \ \ I \ \ \'. • OE '\ \ '\ \ \ \ \ •\ I i arr.) LS \ MS= • \\\\ ` \ \ •\ \ 1 , ,_ _J III . �� 1 \ \ I I a 9 ,� :g9I \ A \ \ Z \J ELK PARK CENTER r = ELK RIVER, MINNESOTA • Z F • liz y o i S ■ . P 1.1 8.v 0 la i t AREA PLAN "s v ,o—u—oma = $ • ------ /"• i i 9 •IITENANT ��j�� , AT---- --- . NONUNENi _ .� NONUN' -_ 7.43 AIRES POND / / I— - - - _ i /•i i SLOT 116 _ 1 i I�— t.67 ACRES ,:��� /' .B1 ACRES ` a- _ - - - 1-7j-L—PERNINS - Ill i� / // P --__ = _ - • -_I - �� -- - - +.:I.INN A//''''����n�1 ='I� A I !Pirko' ' : STA t. tfi -r-�_ / /�--_ =- \ _ � I / FUTURE 1- - _ - - \ - I i I =_ - -- _ -_ -- -- Np LINEN f TENAN 1 I/ FI • \ 1 15BANK sicry i I- -- J LOT L — �I -1- ,r \ �\ F L I I �� I ,----. � \ � ,�I II ' CUB FOODS- � FU • `` ` , BUILDING A EKPA �Illllllllll} All Ala ' I'L';.: rr , }..' DEVEL�'MENT \ PARKING LOT F !''' rt 1.,,,i...1!, _j• NONUNENT"• SIGN \ �\ �\` \20 STALLS ,��.,.,...----: 1 \ s Ill, TENANT INDEX a 1- -——\ ------ BUILDING A I 0j . — —LO Al GOOFATNERS 4.000 S.F. - A3 MISC. TENANT 10,000 S.F. J 1 F--- I AS PILGRIM CLEANERS 1,500 S.F. N A7 GREAT CUPS 1,500 S.F. O) A9 RADIO SHACK 2.000 SF. OUTLOTS PARKING INDEX ,- All HALLMARK 4,800 S.F. I A13 HAGEN HOED 7,200 S.F. PARKING LOT I TOTAL I --— SUB TOTAL 31,000 S.F. 1 TACO BELL 2,300 S.F. BUILDING B 2 1ST NATONAL BANK 6,400 S.F. PARKING LOT A 366 STALLS BI UNITED STORE 6,000 S.F. 3 PERKINS 6,000 S.F. PARKING LOT B 144 STALLS 83 MISC. TENANT 10,800 S.F. 4 RENEWS 3,300 S.F. PARKING LOT C 877 STALLS BS FAMOUS FOOTWEAR 4,500 S.F. 3 SECURITY STATE BANK 6,800 S.F. PARKING LOT 0 52 STALLS 117 FASHION BUG 12,000 S.F. 6 MIDAS MUF LER 4,700 S.F. PARKING LOT E 66 STALLS SUB TOTAL 33,300 S.F. 7 TWES'PLUS 3,800 S.F. PARKING LOT F 20 STALLS BUILDING C 6 FAST F000 2.250 S.F. OUT1.015 204 STALLS Cl WAL-MART 102,111 S.F. 9 CUB FOODS 58.000 S.F. GARDEN SHOP 5,939 S.F. EXPANSION 29,817 S.F. TOTAL 1951 STALLS • EKPANSO1 55,770 S.F. SUB TO BUILDING 0 163,820 S.F. SUB TOTAL 123,367 S.F. GENERAL NOTES Di FUTURE RETAIL 4.500 S.F. BUILDING E INFORMATION FOR THIS PLAN WAS TAKEN FROM DRAWINGS CREATED BY JOHN OUV£R&ASSOC. INC. El PA1LESS SHOES 3,000 S.F. TOTAL SITE DEVELOPEMENT PERCENTAGE OF SITE COVERED a SI BY BUILDING(F.A.R.) 17X WV 1'.. E2 FUTURE RETIAL 15.009 S.F. TOTAL 373,987 S.F. I PERCENTAGE OF PERMEABLE(GREEN)SPACE 251< SUB TOTAL 14000 S.F. W1TH LANDSCAPE EASEMENT 3{T 1 11 I , • -' III g' I UlI I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U ' y„i 1111 •"`\ `` `\ ,1 1 / Ill;� / Q 1 1 I g -i-- 8 I '," —_ 111 — — �('iI> ulfiil Lf��a+iwl_((1�. :'II, '',� \ \ r -'111-= - NnilialltIlilllthlrllltiU_ id — `- ' ` Z -- / ii- -_..7 ..JII 'D II is - ?'; -- ___ -__ 11 I III) I IIIIUII( a O IlI1 ?,-,s 8 1\iii, \ \ ,1 ' yr l c _?-1.; LtI I I I I I I I I I 2 'ISI .� R � �i 6 II I III 9 \ \ \ 1 ' 11 / / r,a4 i ,• — 'x 1i I1 rn 1II go \\1 E 1 \ — - I N ILn I \U` ` \ \ -�� / I l „-----7 / // : JI -c'� �Illlli lllillllli111il11111U i 1 r — --- ' 1Levo� 'UI III III IIIIIIIIII�I I - =gA---— m _ 7111111 rl{41111111111111 a H 1 ` `;� \r _ _ \_ .IIi-> , —� 1111111 111111111111 111 \ P i \ \ 11 fl III 11 I VIII( \ 1 g / / ;' �ii1 �_6 t' �PS1111II111II1IIIIIIIII% \ \\ € ,\ / IIri S I III II III II I1III I I I II I(� '; \ T7' r` III 3m 111 I I (11111 Ilfl IIIc \ \ \ /:.1 gr '1"'1'1111111"'1111n. '\ �\ / IIID E , --------i ii , r' :III I III I 111 �" 1111 E - _ ( ,IIIIIIIII�lIillllli{III� \, \ � so=,,� \ ,',iL.._.._.. Iii .i��t�-;. , I II I I ju I _ ��r �\ \ G1 �� =;- _ � / //" - D 'L III I III I 1 \ =?s,....y; � , /' n .r r _�, �IIIII�11i11111111111111I11ii� � � \ 1 �� 1 ;D jl I' 1 i 1 I c� \o �--� - °� ��'`'111111{111111111if111�liliillllllS�i� ', \ `, � S` \ 1,3 / / I 4 r. IuII jIIl II Illi 111111111 \, �{1111111111111tH{1111141111111111111II� •�, \ \ 1 � 0 LANDSCAPE I I I II 11111111 IIl I VIII `\ \ -- - 1 6 BJFFER .�11I11111111II1 11111111H111111111I11{11� \'_ _ .-.. : 7 ;.-\ V" y-JN all II II I --:.31 � - Em �= rl _11111111111110 / z8 �Z r. F� $o t' 8 I/i 1 ms1 2 \ \% I I IIII 11 OL� \I �oIIIII{IIIIII� 1 i a °p� 1 a^ • I I I I I BUILDING E l a 11 -_ ' m _____ ____`...,........._________.ta-m....ramp..•✓x.11 iHiii '� _ _ _.rte ✓ ...• -„\\ — _ — — 9 �„ mos ' L. __- . -. =- ._ . . •- ___.•--. - �..�•�...� \ ELK PARK CENTER , � � ELK RIVER, MINNESOTA y j� C>:,. > tt✓ ¢. 0/' $ Ml SITE PLAN j E 11M 10-14-93 2 • -0-RICH INTERNALLY RREFiNISHED METAL AMAN• ILLUMINATED TENANT SIGN FACE BRICK _ ---___-_---- CORARNE BRICK COURSE eIatimr FASHION` ' FAMOUS FOOTWEAR JEFFS PETS Mil ROCAF ACE CONC.BLOCK \ ALUMINUM STOREFRONT -RECAST CONCRETE SILL(TYP) ()WEST ELEVATION i'.I6'-(f AO 401_, �� — s cDSIDEWALK PLAN • t .le 7 2'-0•HIGH INTERNALLY SLUMNA LANDLORD CRITERIA �11 �, �,, `.:ti•'�., 'r.•. ti• f: :_ ,'tit -- _ '�.., of 11 I11111111111IIIIIIIIIIIIIIIIU111111111i1111111111111101111111111111111111111111111111111111I111 1111111111111I11111111111111111111111111 11111111111111 1111111111111111111111 111111111111111111111111111111111111 rrr —rrrrr,,,a rrrrrr rrrrrAv - - --- ---z-- - - --z- DECINtATtVf BRICK COURSE -�A•��= S aRrF �/6�= ,�� .��-��. �-._••�- A, r' ... j 1111 III IIIIIIIII III. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIuuIIIIII II III vii 11 111111111111111111 I 1 I 1 II I I i I PREFINISHED METAL AMONG �1-42 y. y�.S��C it TL i _ 1 - J FACE BRICK F*rlr =..v li:F�3 EiT ALUMINUM STOREFRONT L. i `(_� �-E.-��I •• PRECAST CONCRETE SILL(EYP) .b_2 --:- MINN ROCKF ACE CONC. BLOC; — ■����� �- .. I 1 I I 1 I I -• /triI • I I. 1 I 1 I 11111111=11U-.7.4g1111111.11111111111111111111111111111.111111 1 1 1 1 1 I I Ij.I 1 1 1• 1 I 1 I -- 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I • TYPICAL BAY ELEVATION .t'-0• ML.•/ K.11 M {� cNlw i-*1T1.4.y..•...,...•.s. ...•..c •.....•.,o,•c...,•...w o.r..^l�._...—_ _ "-- Walsh PAPER TO O6 THE FRAME SHOP UNRED STORE ti li I I MwclalN ArcNN.clure Wonnln4 111 141+44.41 An.5Y1.100 S.Foul. Nlnn..ola SSM 111-Ica-ASOS III lb -A_, S/ ✓ -„ 0 8 16 32 64 M P Y O i VIII Z FACE BRICK 1 III DECORATIVE BRICK COURSE , V W STEEL STUDS - I V) — PREFINISHED METAL AWING - J Q SIDEWALK LIGHTING 0 a CC I ALUMINUM STOREFRONT W Q Z z Z r W N •i PRECAST CONCRETE SELL (TVP) V W < Z N Z _3 z —ROCKFACE CONC.BLOCK C 0 — i I e Q K I_ 4‘. n > > ce NC � J W n ) W 0 2 4 8 12 A3 OTYPICAL WALL SECTION r-v-0' 92075.00 62, — • / / / / 2'-3'HIGH BERM ��%�J - _/ W'/PLANT MATERIALS -..t N.r�C __-=--...:-.1-- -_ _- -_ W/ THESE AREAS �`� - '27-__-- S _— :10Mik,---- - _________________ —_—_ _— - {_jam TENANT ��� 1ENAF T ��!!7/S7� ©� MONUME=T 1". '' MONUM __-•I:= _ r7--4r7-- ill wy "F- z,•„•••• , 0 O, 1u Cir' ism- 1 I 1 — 0 / / — 3—_ — _ -- —_ r_ii po +4+a1 - _- __= _�-_ =_= =_ - - -- ' S U11illlI11 - -��R1 n+cM t: - _ - _- _ - _ — ----: _ — \ \ ) 0�\ I TENAN P N - -- - _ -- -•�-- r 3 -- -- 1 Mp4UMEI • B , 1- ] L et \SI `/ I SIGN • .J �. ' ', .� \ ��§\ �_ „� Io • ---....._ .----...„.... .. -_. wr 1? , DEVELDP(ENT - •I �-Iti�, `r O •, - MONUMENT- v�/c) . v j SICK `\- ---%...%-%—... ....---..., `*---n `0 % . r Li {�-S'RICH BERM- - W/POW MATERIALS - \LAC, •� ,, III/ TYP. THESE AREAS `�� \ `'r\S/1,_ All . •��� / \ C �_?©qp �yn� 4.-5 HIGH BER -\- ft.egte W/ ANT NAT(DAIS - TM.(THESE AR AS \ - 1 r...„. -___ PLANT SCHEDULE I OVERSTORY TREE NCRTHWOCOS MAPLE 2-1/2'CAL BAB1 O MATE ASH 2-1/2-CAL BAB • O I 223 WHITE OAK 2-1/2 CA. BAB efl*......... ....• REDMOND LINDEN 2-1/2'CAL BAB 1111r .. •• H---- HACKBERRY 2-1/2'CAL BAB COTTCNLESS POPLAR 2-1/2'CAL.BAB ORNAMENTAL SPREADING EVERGREEN CLUMP FORM N SERCEBERRY 6-0'HT.BAB O 200 SPRING SNOW CRAB 1-1/2 CAL BAB WOODCHIP MULCH VANGARO CRAB I-1/2'CAL BAB \ OVER WEED BARRIER NIOBE-WHEEPING.WALLOW 6'-0"HT.BAB \\ CONIFER � / ORNAMENTAL SHRUB ® 160 BLACK HILLS SPRUCE 6.-0'HT. BAB \`�// /zSHADE TREE AUSTRIAN PINE 6-0'HT.BAB • DOUGLAS FIR 6'-0'HT. BAB LARGE SHRUB 1 ® AMUR MAPLE 24'HT.POT SIBERIAN PEASHRl10 24'HT.POT GREY DOGWCCO 24'HT.POT RED TWIG DOGWOCO 24'HT.POT ' M SANN JUPER 24'SPREAD POT • NEARLY MID SHRUB ROSE 24'HT. POT NANHRUB Y LABURNUM 24-HT.POT a00 SMALL SHRUB ...,,,A JUNIPER 24'SPREAD POT , ) DWARF BUSH HONEYSUCKLE 24'HT.POT ABBOTTSW000 POTENTBLA 24'HT.POT Vilpie GAO-LOW FRAGRANT SUMAC 24'HT.POT SPIREA ANTHONY WATERER 24'HT, POT BOSTON IVY 2 1EAR TYPICAL ISLAND W/ TRE Ark LAI 01..8,-0- NW 1..1C (6 / ` '' ' ( / 1111 / .;, 1 1 ,_ . E i� t t z r ,�: 4 / 1T1 `bit , , D �5 �� 7 / _ ._ - 11-� -O— — ----1'1 It- tI11- -nt — — m I,I — — 'vt \ 1 A> — — -' � :-!� `�liiliiiilli---•—I 'SII g \ \ , E- 'y I / / ,- - - v9 � - I - Ti 111 - \,. 1 1 \ ,'•,' t%Ng \ Z R� N / r r RF O IIIII I �I F! ,41%.,,...... AV -I 9 —. `� \ 1 n� _ --1__ ' r / / n 14.P _, - n~ t I O m IIII ` 1 \ ° -_____/ J / , _ III I _. ._ M1,I I _ \ \ ` - t: y -� r / /- 0 _ �1 I / / t �J—tom'- /1 ,, r rf ^ o , I > , _ f� ` 9-` `� t"� _ o! fig. ....--pmt. - 0� ,\ `, O , r O �/ .--- I II II IIIII 1111111 IIii.NS tt1 \ \ �` r / / f._------_ -- _ -' IIIIII1111i1— ill , 101 $$ , o t' , �� _ \ / I/ �1 ----- f O IIIII i I 1 \ o ,. ,\ \ r v t--- 11 t 1 IH t\ ,� g= ;t , .\ - / ' / k :0 IIil � r 3. 4.0�� , ; . \ ________.,, 1 1 illl1 O 0 i 1 , t;/. E-- Illllllllillllllllllllill� ' \, //11 i �— — mel IIIIIIIHIIIIIIIIIIIIIIN116 �� \ tg_ \ `J 1E,i -:C-s t 1111�llllll1111Hllllll111111? ">f \ y , ; 0 / F1Il tl t,l (I 11111111 III, 1 la •, c...\\`, U° ( s# a 1 lit6 :Q1 \,`I. Q^ A` \ / 1 .. - 1 It 1 o �� , O� m$ ': -' •.'...!'f.....-:•-•'r:•"':'::::•;•••••:• 4111111111!IIlIIIIIIIIIl11l!II1Ii111111111 1 \, , S \ • i. -.'. �___ I111111HI111111I+IIIIIIIIIIIIIIl1111111111 h , � 1 I \ - - -- - ' 7/! � llIII111111111111IIfH11 .[n) � � -g J11111111(1L 111 1111 ,\ � O /D 1 \> 11111tTl �0 '� � \ t < 11II; 9 ?,0 \ ' 1 , O lI IllllLillIII ® 1 I ` _ ;_�3"e .. rr , ckA -_ �A`v` —'O ra iw��s�..�_a asp n —r «tam 1 f ELK PARK CENTER . ELK RIVER, MINNESOTA 7 N l LANDSCAPE PLAN 10-N-93 - • I • _____ ____ i' _, ____. _, ____ _, ______ ______ _________ _ i __ ___ _ _____ - / __._._______________ __________ ____ ______ _,.....„ ______ ..,,,,, _________ ____________ ..„,,,,,.. :_„___ _ _______ , __________-------------- ....„,._ TENANT "....""I ANT.„.. f�j'l"�I TT1 _— -- M UMENT tel,�/' __ MONUMU" ---Q.SIM--....— '_ 71 t. _ 1. //� '/ I_ - I wn = _ Quit v \( (R * _ _ 111111111 I - - - /" --c/ / // . me - _ — \ \ \ TENAni Ir I _ — — MpNUMEN TENAN (�♦SIGN 1 MONUME� L 7�`` \ ♦ _ ISi ' I I moi' ` .�_ _ u \ �\ ' _ 1 I • • A• • ---....., •••••.„.. ••• , r `\� `\ Lel 1._...._ DEKLbfM1EnT M°NUM!NT'". `�. 1. `� ••• —,.\ ```� Vli LIG • A 8 D Mk S11 ` ®,•., / __ / / /` ,/ AnSony / ,----- K all , 11 0 Walsh i --------' DEVELOPMENT . '�'\ L 11 PriON /r` 1 ' \ 1 1 � '��'^II' 1 111 11\ TEN '1 /' ...7.:,I • III I i _� ------.1----- ___._______/-n --- Y ,Ircnn.c!u�. '� TENAN I/ f/' '_ Ii^ I plunnlny I I III I I ' � �MONUN L- ''' i �I li; ell NaTrtwd 4 0 1 / `_ SI. Povl,OF. n:41:::13:51 I l --`I.,I i:..- —-" •• ��/ / �' L12-6U FREEPORT'-AVE.—- - -"� / ` - _ Il / - _ 1 E X- 1 : = _ _ _ — L �, IC _ - -- — _— I. Vii:. �� _. - _— j / IIIA 1 • A• A• A• A• Al III II:c .....1 -�I Utll1111111i111111IIIII11I11tt11 J I i _ +(MI I I I I I 1 I 1 I t I 1 111 1111 bf1N(1 I I I I I I I I1 - 'II III. I ,0 JkJ I i M __. I aL.7......:--= _ _ Si —� RETAINING - II iJ 01 � !if—,[XISTINC "0----1 i 1 j W� I' 11 x POKER ♦♦ _ III III O rip j POLE I �C _. { I�C• /,I I QII III III] fit &:3 11 11• ;i:1 I 1• WOYFN 1MRE i `:i WOVEN WIRE Ili` I I 1 1 -- —_— FENCE TTP. III 11+ 11111 i'<......4.„.....! _�\ FENCE TYP. III - - WALK 1 illi.—•'..__. II�_-_—-_—-_—__- III III; I II 1 \ UP _ II l� 1 . ./ L �"� — Sil Ilii z_,,;' I��� fel �Ii �_ ` • JI�i /^( ` I. l—+( iIII� II( I , 7__ .........._ ______ __ —--—1 1 I i-------- r____, , ...i, __ .....„ ....._ c, L.., , , ..._____ ,, 1 \ - z ii ,, 1 , )�- c�W z % Z / Yz F---- ' FIXTURE SCHEDULE Q� 0 W D ICRIPRp1 CL> s W yy TOOT PQ[NTN DCCORATIK 150W APS LUMINNRE J I- W W (n •FOOT POLL NIH 400W NPS TYPEV LUMINAIRE E001 POLE NTH 400W HPS TYPE NI LUMINAIRE iW APS WALL PACK LIGHT LIGHTING PLAN i1 0 so 100 200 400 El o' NORTH J <17 \\\ 92075.00 _ /f4.1_1 V • E111KRM3ILVUKIAIEO PREEKKLKD YE1ALMI COPY IXCM...OW DIIICK COURSE ILRAR1 5.00.q7.x I' I 1,1 II II III01.11111111AII r: _ —_ s• .. Fd0 Savings l'' .1.. 1 Ii•I I-I�( 1 L'! rill! r cy —� "__ _-i;,V r "V _'- 'II�IIiI!II 11�IIII,I_I11:!11111_PII 11:11ll'I II 114-0 (0 V- IIT I'p11I II I = ", `�' ._ —- ---- J 7._ — �n -- - PRECAST COC.54LJ µA...,SICN(l ROUT ROCKEAC(C41C.BLOCK WEST ELEVATION i-I.-C tt r .a I i ---- -1._).-.--—.c°:)—--.--— —— (0 )--- • —40ER.LLK RMIIER SIDEWALK PLAN ,-,....-o O(CORAII\C DIUCK COURSE •a.:..a.!swatrim• - �- _ Orr - v. !!I III III'11 ;� im 11 ocsrACC C01C.BLOCK AEE • WEST ELEVATION III —�...01—.....- -- - ` .'. r aD OO• _ . 040.•- • 0 . 0 .0 47)0 0 ,. QIP 0.0 0. 0 .0 t CQ CIP SIDEWALK PLAN 0)/44-4"141 pc,/ 1 ›.------ •-0•I Not 11II(Rr4NlY RLIIYINA1111 IINNII SRA 10 COROIY 0/ol( LNK%OIO CNIII NIA PN(IOOSA(0 YC1AI AWINIU FAC(BRIO .(�1`1--oYr-Ai N I IL I C�--N•-� OLCI:IiA R.0 BMICX CCUA SC ]• 1 ,ter t. ` _ ,...i.....• .l..c,.•:.es.•..“.1,-s.•ran.i.rl.o_°ilZritiu..-:re.4.r�ISUJs.o. - o /. "i{nTat_T_VE113,"c --- _iA—a` _. t j)s-_._ottaJ�iNW--.--_ .TrilluPr�jni--. lrIrRxr aa _ u:rioa.71. ' i IlL r - 1-J1v-A :11-7-a-1 - IT I ' . Ill o ROCKfACE COIL.B1 (Y 0 � `—ALIlYwOY SIONEfROIC r0ECAS?COICO(IC SNI(111') ` 1) t �S ..I I:, ()Her Or LA.( -��. -• l'l,K.l—._� _ _Il _/ . licY'i�•VC'1 ''p_"�G� •y'YY•)_1 DROP pf lN[ RAISED PLNIICR(1W) RfflIISI(O...(IAL Cr.n0PI \ ACC BRICK 7.....::::. ."7:. .r�Y ~^VllRR1 + II II II',I'Itll1 II'IIIIIIII III'I ...- gill' .. `• : ''.''.‘". ....4......."I''''''' ke'it1;, ..ter=i.`...M�OD �• •.I I 1-- - - - I - - N. .lY1i.YylLYIiJ • M itt 1 I • (- -z. ...._......Y ..ra I I•II:11,111,1:1111111111j1'111 II __ • .YRA••MYtl•1LLYIY•• IA � I I I<- N~~J14K.1LY lYifli ��(� - - Y r A• l DECOR AMC RRi.r ELK PARK - ron lr ..[Y II(IAL =- -) CENTER =_ 1-0-.01 NI1(RNN IN — "- 10 COW'Mr Iw/0I Y01 �- ./t RA rt Q1�� /1 nc..� 10 CaYOrIY•/olr 1 4,.J/n\VI/ A U`��" ((rol1\ U -_ LN.OLORO DO110tIA _-- -' STUCCO -- a IM- -- -77 OPEN PRCCASI COMPETE SRL(IN')— =—, -- 1 _ - ROCKIAC(COIC.MOLL(—.- .._.. .. ... y.. - PYL011 SIGH / PROPOSED .• ELK PARKCENTER • -------'-'157--- .-- . .-_.-:::•;::.---7„7,17.-..-TSE::::::f.,,----:'• 4 f-^tr GRAPHIC SCALE 4•/.,:.:.-/-•••1?"°' )J it i,t,',/1 ` (1 ,,,. . SO 100 200 400 1 • 0 I, ff it i x ill(•-,- .=•:-‘ 1 •, EN NI I =•-41' It-I `.•:,',\=' 1/4.,...11 q.' / ! k , . ,'','‘• 7 1 :.- -".....,''....`,..,‘ .. -II kw"! • ,.•,,,i,// r i 4 ,,-1 .. , --.,..,'.., .....,,i,...44,---, -,t • (IN FEET) .... \ )If.tt-",-':2/-7,:...//Ii?g 7. '''..... ::-.-F------.:, .../ ,,...'• •.. ,., . 1 inch w 100 ft. I i l 1 ....,,.........•,,.."1.1 d',,, 4 4 ee' 4 ,..,_......, ( ,..-.... , if f i:le i ONE: RIc.....--- ,) ""--..,x---!--"-' ------.---- --7-1,..-::::---:::---:-,.-------F i ,,---1-17"---,:---------...-.-- cia-‘,1. '. 49*/ /1."''' ...."-', N. .f. i/."' \ / II i --i- • - ..- .. .. •- --•-• ----...,,,:. --- .---- -„, s, 1 -ill\---..s=......)i-I; 1%.,• / 1 1 ',',,, ( ./ (,...:-1.15:=-------:.:..."//i • 14-----/ /17% ..,..... x _iy, , , _. / ...„.c3 i \\1 f lir\ \ „,,A,I.Ji ,,,,„..., ..:-.;;;„':.-...;;-...„.%::-..... .-•`-';'.-' -...-.;:z•-•: :,...--,-,•;...?..,-- .-•-_,,' ' --) ,--i.)r.-----'---r. "--------// -, 1 •.... -:..'-'••, ---",r------, '',:f 1 >-• I ,,,,s''.-- /ql•-.......:•-•.-7-7-72-‘1-17::-=-..?•:::::::;--- --:,--•."..--'...-",,,.---",- ,...."'''1-.7C .:- ZONE: R le ( ,,,-72,v,...'''---,,';:-'";:-' . '---::::-.--'-'")) I ;:;i"'''''t I'-'L-2....- ------3----"'k----:::::::::: -;-•--"'"-f.". "--:•1f-----... .1--'1•••••<: ---.•::.-re'''' /,..14 .. •t. 1/ ' ...._,,V,•i ta....,„ ,-.,r-r:::%:-..--,---,--,...,...,-------1__...,,-<7.:;•-•--.....,:-;.,:•--. ‹.::•'3,--.'.':.-,. .-'..-r-775'.2::-----;--,o: ''.•- .\rt.t.:,,--,Hkit -sill,:-Pel •:":":1-------:-.---- --------------------_-_,___-_-17:_„:7„,-:::17-„, -. -1,--1----"- '''r. - _ •":"'•-,',,:-...--- x_ii,,v.,"'"'"'" /"C..,L............ .• ..., -- -,x___....------- ....., 4-7,-. ___:::„' •10-' • ••••...._. _,---.1:::-. .„::::.r.,....---7 ...--•-•0 . • (j ,...„,„ _......„- \-.........._ — ,..--f,--",:....), ,-------- ''''''''`''''`` ----- ---...:77.=,.........„„a..-A-4---- ....------.:------------,:::,------ . ......-t-. .,-.'''......-" ..., „.. ...--- , '\'tr.. . '72:::::7--zz-- ------ -------- ''--i------ ---7:•-"----'•--- - --------%-----•-•'-.2:--,!---..--- ,"--1-. „- J.---.----...„\•• ' ' -----'`-----------r--- ------1.---- ----- - -- .. ' ----., -" 1 — • : ....v ,,.....,....,.. „;..1--------- -1-..i;t1.----------C11717:uhf-- QEIN1r17.---;::SV111.--;;;:t5::'::::6"--::-.77-•-•—•->;:::::F,„1,77---_-- :-._.„..7:7•5-71..,..„1-...- *450.i I 0\_.___,,....,.„,11 4 z . _ 1 ...... -----1'--- a ,.. ..o.,.. .2,„•1 I ,,,,jr-4-444 t I 4.1.-14,-,,: „. . , ,,_,,,,-,..,:,,„:,,,,.„:„.,,,.:..,,,,,t_40....,., II, '",-.......„,„‹, - ..''.. ''--:-i --- -.---- ". .- ... „.. ---------. -"•.-------'2....•••----...---.....--- . -7..i%--- v‘ r ''4,,,..50"!...P''' 1 ........., ''''-t-. ,...,1. . -------- ...tt.-", , r•I'''.-7;= .4-• I t.'i r .!-•''''''' /trfr. .•••'''.-.;...........w.----174=7r:'8.L...••• ''It . - :.'11 " '-' •3°°•°°31itEEP• - „..... f 0. _..,....- , .. ------..,-„,••:::,,,,..;..,it i • . .. , r., , IF, • • ' ,. .•.,.. 79, ••,, ,,`,,•,'.0•r. • • .. i - . - i t- ,., ..•/' 0 I AIL . . I \ , 76 ........-.... ......: :,ff ..•',:i ,i• ,Ek6f1.1 fiX ,‘, „47 i Lit rr t \ ,-1 i , , \ ,, :," + f/ , ",\--ii -s,---iro i i \ .- - .,,......J.i.., .. ----.,,,---,-\•,,•— i ',i, I•-•:•; -,,t,,,,}1-''..„,,,, ( 'I'll it t, 1,\N. s'•---------,k\\:,. .tt„,,I,, ,,,i, ,„t,',‘t, •_.".e" 1 t t 1 I ... , 6 ,4,,• p., 1.4 is ,i i 1 1-\I \\4 ‘=.\ ',.\`.-1 ,f45 , r t ! • -.1 IX -•' ,I -'• ,'\ \ 2 *--- -.,,,:i---- ._ -...... ' 11 I I tr------, • . • ,...„, .., ,. ......:4„. ,,,, /./ ,,i , 0..004 i /•! , /...„ -, ••, g [:.,,,--:0-",- 1, -, Iwo-1 , ., s.:,•,,,,„ .• , ---. -...1 . ..--„ , , I.I I 53511 I i t / ,- ..,-. y, e i• 80,t ' ' i •• / / ..... 7,. I.. 7...,„. ... . ., t ... 11 4 •4- .- •, - ,,4* \.---., . , ... -.-• -•... \.,.../ i ... --.11,! -.'IA,,-..t',.41.,, -,...... ___5e-e. --,I-, , 1 i i i a ''..---/ 1\ ., - • 6 \'",.,;.... ...,,,, • •,., f7 •',," ..;,' '0,, IFI-.!T 4,t,..2A,;:s..„/ •,,, i . ,f., iiiri • „, ... , • •, 7. Ap `c3/fr 2,..„ W., V.,kti..,40.\S''''.‘' i'';c''-41 sio.f I . I.\\ '''''t:.-.'''''".••••-• 41 II ir I.. P‘,t'V ., • ill i. •-..'i" \S„,..:',„,,,.....„.), -.,,''0,....---: 1...i:,. .4b' t. oi '1, tl,'°,,.1:" iii.2-‘,/.• 206;,,,,,....„,,,------. ....,.._,.,,, -,,..._JAND),). viiizwy,...........e,,--"T_;,,,.....•„„..7......:./ z o IV . •s - ,-..• ••••••• ":".. i ',TA. 9`14..'''•-• --..-1 'lg. • -. "••• '`..0 0 ," • ! , . .„, .., „ . '- ........- ..:.- 7.7....,"'"--c.."----- " ii r •••- r i \ I,Fgt„ .,1.t., :" ..I,- ... . -,k. r. .„k. ,../4.'SPF•• .: :. , .,,. ,t ,r• ,..--',a,....- :„. ,vm,...." ......«... .,4'I, 47' "341" -.".. - ...):7`71:, .'"". f•-,41 - • ' :SI,4 0 v•,.`,1/ ' t, ( ( .....„... i ,.h. '''''......„.,`,,,. ....„...),:tt..,•,:alftp._sv •• . i : : 8 ,,, ,..1,.! ••... , ..... 3.15 Ac c......;:.7,17,1 ' .....,. i" .• . . V'''''!".11-.. .)-•••-•:'''.:4;•4;].._ ':7,...,,,i' :•:'..,..- ::::'--1:`.. .-;'•-• ,„ ---•,-"---• \----••= 1 li,:-7 ,......05:2./4„.-il ••••••••=2\=• ,..'••.-- 1/4 ''',,,,,, 'I-. . 1 t;1 N- 0 1 4::---...7'-'.--„,.---4, ,....77.-'',-.1.-7,..;:4-,....-"L's`.-- r''' '•-,,••••'---'',.,.' . x• 1 I1 I I 1,. - '-.•-•...-'...,..•'•:'• • ff-.7.•...... 's:,:''!'.., --- • -- --• •., i sit ANDREI/V-1,5 • • . -, •-..... „.......... ,,/,'.,,,,,, .. , • : i ,•.. -, i„..,‘,2::: -...,...‘, ... s ...... . ...../. : . . ```. ,%.:::,.. '1/4- i ........ . ,,,,....., ,....." , leEMETERY i ‘I f 1 , \,\., ---:,....::. . 4:1-1/4 •.....,,-; 4 -- ":"...,,r.':::-..... . ..,---0:..- ."'.......--------.4 -4E,..-t----•4.-. , ,i i f / --\:,-..k •,.•.. •,:-- •4*-.,... ',--....:-. -...."--- -.--7-•;.^•::•••; z-,.- •,:,,,.... - -....7.-Ir•.--- -----7%-<-7-- • • , ..,.,„4... ..,...,.. .t.,„ ...... ,..,„,„:",...-....... .. ....:"..... .,,,,, ,.....- 4'1 „1"/;.//j/i i ,-:, ,‘ 11\----, / ;-"'"•;"-^•••••:, ::::`1.14( •-•'-c:-.-Z... -•.•''',,,.......„•'- •••••"--..... it!4,i,`...- ..".::-.L-/ .-"- 1!1 ..-- t..... r>..„) .."•-,,,, ..„ •-*. s..... .. -T. . PRELtMINARY PLAT DESCRIPTICN: ."- ..,..-•'''Ir/1 i ' it\\ -----' • ---- -• . -"'Rni-z.,......,- / 1k . . ... ':,.--,.,,.: __,... --O...-,,,,,„ ' . '1"-- , ' . ......".•••• That part ot the Northeast Quarter of the Southwest Quarter of '..\ \ \'4i.\\''' ,,A1....,.,- .--r*---"..*.L. -.........Z ._ . 1 , ,., -, ,•••••-••-•- ....-- r-.....„---_-..r.-.-„..,--A...„--••••••*„( Section 27,Township 33,Range 26,Sherburne County.Mktnesota 1,4ng west of the westerly line of the right of woy line of U.S.Highway \ ''''‘,.''' \ \,t.N..--./ a„...----''-----..',. \ w ----- -1 '''''••••••,,...."44....- - .)." -,.." No. 169,and lying east of the easterly Ithe of the right-of-sray fine of \'' \ \l "----4-' t i---,--_- 2- ;--, :-6---------•:z...-..... „,.---., :4 r'1 - Stote Tn.usk Highway No. 201,now known ae Jackson Road. ''''', ,,..../// \ 1 1 {r'c'L''—''''''r' ..."-Z.-..... '''''.--.. '',:'.7.-4,.. •, TOGETHER WITH that port of the Northwest Quarter of the Southeast Quarter of said Section 27 lying west of said westetly line of the rtght-of-way of U.S.Highwoy No.160. i •-/ '.2-41 ''' \\*...'"'vv-4.:, --\, ''''........r----1-,-,--.• ,,•-•"--' ",-;:i.. .........- „..-/ .. \•„:".---. i .Y. 1-iii ,,.. - • 7-- ---%)---, ,Of WITH that port of the Southwut Quarter of said Southeast Quarter of Section 27 lying west of said ---a...-..,',,, ......-7„-X, ,aa , weeterly line of the right-of-way of U.S.Highway No.159. EXCEPTING THEREFROM the following described trout. 1 / LIN.,-Th '`,. * \ 1. ? i : _ L;; -010'=%---4...-/ *; 11 1 1V-4:3 i 1 t.p.'........ .. 0....-j%1 ti tr_,,.. Thot port of said Southwest Quarter of the Southeast Quarter described as Commencing of the Southwest comer i r. --fli . •"Sfw, thereof; thence east along the South line of mid Southwest Quarter of the Southeast Quarter tor 507.6 feet,more ii./... \ ../. `----i i 1 . "-,,,,...... ... or'ess,to the Intersection thereof with sold Westerly Ilse of the right-ol-woy of U.S.Highway No.169,sold point 'o _' t , X es I, ....? of intersection al.being the actual Point Of Beginning of the lord to be hereby described;thence northerly '' 'AZ .. r • sr 1 . ,, .--.........., , . 1 ...... '''.......... / i i IV 1...a:1 I •-• li A *liln o N, along sold highway right-of-coy for 208.0 feet:thence west parallel with said South lthe for 218.7 feet:thence . , southerly parallel with sold highway right-of-way for 208.0 feet to sold South fine, thence east along sold South OWNER&DEVELOPER: .t ,.... I I elUlti I -'4•It simemrser''. K- riwrw,ref at, line for 218.7 feet to the Point Of Beginning. Elk River Associot. 1 I Z I. .-RI. l'-1.1 (.4. 6409 City West Parkway Eden Proirie.Mn.55330 < (NOTE: The above exception contains the CIty's water tower) • • 942-5331 --Jr ArTur---J-1-- ----11,i:e4 Ili. ,..... TOGETHER WITH that earl of the Seethe°.Chrorter of the Southwest Quartet of sold Section 27 lying east ol said DATE SEPTEMBER 1993 .. easterly One of the right-Of-woy of State Trunk Highway No. 20L EXCEPTING THEREFROM the two following e --; IZI\ descrbed tracts: C..):- g .. <I' JOB I 6478 _ -1/ I)That port of said Southeast Quarter of the Southwest Quarter described as Beginning at the point of intersection I r• ZONNGDALP.V.D. P of said Easterly line of the right-of-way of State Trunk flights.No.201 with the South fine of said Southeast I : COMMER • Soother of the Southwest Quarter;thence east long said South line for 445.00 feet;thence north at right angles for 419.00 feet;thence deflect 90 degrees 37 minutes 00 seconds to the left in o...ter-1y direction Pont the ENGINEERS&SURVEYORS: .00.0,100RIDGEWOOk__ I 9 northerl .00.0,100 of the last described course for 332.67 feet,more or less,to intersect sold Easterly one of John Oliver Er Associates.Inc. -:2 the right-of-troy of Stote Trunk Highway No. 201;thence southwestetly olong sold right-of-1.y to the point of 580 Dodge Avenue (f) beginning. Elk River,kin.55330 .1-2072 I I I ,.. 2)That port of the Southeast°troffer of the Southwest Quarter of Section 27,Township 33.Renee 26,Shaburne DENOTES BUIL0ING SETBACK:—... .... 2ND 1 - I AO County,Minnesota,lying cost of the Easterly line of the right-of-way of Stole Trunk Highway No.201,also known as Jackson Avenue,and d.crtbed as Commencing of a point on the North line of said Southeast(Nader of the 40'horn highway debt-of-troy Southsrest Quarter a distan.of 302 feet easterly of the point of Intersection thereof with sold Easterly line of 25'from other right-of-cop the right-of-way of State Trunk Highway No.201,noir known as Jackson Rood; thence south.along a line to be 20'frorn side lot tines ev. 1 r — hereafter known ye Line'A'for the pure..of thie description.and parallel with the Ea.line of sold Southeast 40'from rear of lin. ti Quarter of the Southwest Quarter for a distance of 607.09 feet,more or lese,to intersect the South line of the — ----11- -- .• North 607 feet,os measured 01 right angles,of said Southeast Quorter of the Southwest Quarter,thence west %things ore hosed on on assumed datum. - —.--- olong sold South One of the North 507 feel for 195.7$feet: thence north parallel with said Line"A"for 90.00 feet to a point to be hereafter known as Point/I for the purposes of this description:thence North 88 deg.. The verticot datum used is based(1.00T) 14 minutes 38 seconds West,along a line to be hereafter known as Line.s.for the purposes of this description, N.G.V.D.'29 1 I 1 for a dietance of 242.36 feet,more or less,to the point of Mtersection of the South line of the North 507 feet. SOURCE 0,TORO,HORIZONS.INC-t989 os measured at right angles,of sod Southeast Quorter of the Southwest Quarter with said Easterly tete of the /7,Don&Dm..Tin.kjor 0":10 • right of woy of Stole Trunk Highway No. 201,sold point of intersection also being the octuol Point Of Beginning V,0263 Jocks.Rood.EN River a,...- Contours shown al 2 feet intenals of the Exception to be hereby described;thence re.m south 88 degrees R minutes 38.conds East along sRod r-,, Rona. Line III"to sold Point 11;thence continue South 138 degrees 14 minutes 38 seconds East dong the Easterly Droinoge and Vilify Easements ore shown \,/ 0229 Jocks.Road.GO M. ®V, .2- extension of sold Lthe B'for a distonce of 2144 f.t;thence North 4 degre.33 mlnut.53 seconds East thus ..,:. / for o distance of 299.00 feet;thence North 82 degrees 19 minutes 54 seconds West for o thstonce of 202.00 feet,more or less,to intersect sold Easterly line of the right-of-way of State Tru.Highway No.201,no.known 0 P.O.:se 369600 River"' 0 fg as Jackson Rood;thence South 15 cleanses 23 minutes 48 seconds West,assumed basis of b.rings.along sold 1... • right-of-way for a&ratan.of 328.72 feet,more or less.to the Point Of Beginning. 1 0 19113'-'.4.7,1.:,1,t70lver f'D 1139, f, Ai• Containing 49.88 acres,more or less. Subject to that part thereof taken for cm easement to Vetted Power I I Associotion described In sold Inetnomint No.263870. Also subject to that port taken for on eosement to Northern 0;:rT9-1,1:7....VT., 0 74, Notural Gos Cornpony os described In!nein/met-It No.272295. Also subject to other easements of record.If any Being 10 feet in Math and odioining right- of-way lines,unless otherwise Indicoted. /-,,,Denote A.Roal.cle C> ,g SC 07: /Q.05 .shown on the ptot. ,Itr IMI3 Met..Rong E.River • i x ; •,„\\\,�,4, .. . t 3��y`� % fr f y r ,-....-:::-- I l r ` j, ONE: R b xi 18 \,) ;\lfr i r i 4.-5_-:-..•-•.-.-......-,;„,:-.--- �„,!, ...% - ;,y- r...l�. c -- rY•/A` . t f lIt` "0 ''�^ r '\ 'Tr % ''t _-•:•:::••••;..-•-.......,.;.-4.......r . ". 4nken r r Q K\, �s „"" \ s f r --"`. �"' - - ,,.r r,.. i's„i% .Tr' .l' ! j� Er ,, �� , �{ f j A;:--..'-':--;.--- : o.---!~r 0- I' ( Kell /r i ts' ` p Pt ,Y --.:-...;,01, ---,t-.14.%- -----;::::,-;-5.-7:---....---;.;^ �r'� i ..r-y" 1 y,.T/ Richter ..../..." am./+��>✓ _ (Q /C ..s '. '.i. ,-ter % ". ff 1•'./ [ �4` - :.r'�� .G p f r J jy % Walsh \....._.� ^".. � .% moi."%^ ..� �R+ .�'r .r ."''''...../ ! �� f'72/1::://,..i. 1.• a. 1� r .-^lie . i....� �. r% ii!" ice,.--..x---- N it J' /:'j / N "...w ..r" ,,.^ .,t,� ,,,, ..r ..,._. '- %.„.,;/. , ,.Cy f /. / ! Associates 'k .......-:,-:::..-::--::"..---..;-..:.-.-T5..,-;::-..:::"--- r N ✓ iJf` „i r. '"1 �,NS. V+� ' 2 ••I ' E ®p; '!` •-, J ,,,j ✓---^ i r 'ct'n'-'.:- .----•- •;-.....---„ `^% - r „„,k -N:\ ;ri ••y ;1 '.._.._3`r c`,1,05, !v.%--,i.6 �.'1 , `0.09 A B -- .-_ J r. ,'4 's 1.03 Add ': 5 I #ONE: x C3 '' "' `� ,..._-__ ^�.7 - j, �3 tl 1 Architecture •-�. ,,,,,-...........---ll'' .- f (r•6".;--- -- , Ler ' I\ 1, Y A i .. planning ",,.. .:%,..rte r. e t �f. .�^"' �^� • { i 1 1.00 /,C Iii i 1 ` w/4'0 „J SpA 5 rl ,f 821 Raymond Ave.Suite 400 ;rylif °r:.': N1 ,B .->:''•..- r P 4'. -,. ,, iJ' , f ; 1 1 , „ °�"„ / ' �. I 1 A is St. Paul, Minnesota 55114 .:7........-- r I 3.j ' :�- j Z j' 612-645-6806 ge f 5�?�c t �, •.,/....-� JI - st ,-,,,,es „1'1 it B O D 0 I,II \\ / f f •_- w 1- t � i4„„ { • / „ •' . ._.,� !, - N SEC.2II/1 ...i...,l I .�.` % �o"g, k ✓ I r ry 't '- A SEG 2 I HEREBY CERTIFY THAT THIS i IP r -N / • 1 PLAN,WAS PREPARED BT ME OR '87y._.j�rt • ` TS1-'NT ,•,Ion �' S f ! „„K'f•DES'NE OF S I/4. �FI�,I/<. I SEC.27 v � -A SH '' E DD: niED�BouND°BOUNDARIES PcaoR cT• �' t.R�eMtrf y „ i I _a • ..f { TO TNF BEST OF Nr KNOWLEDGE ;•1 ` f7 ;. i� YYY ' 1 1 DULY BELIEF. CENE LAND SURVEYOR ! _ 1 > .. I'- - 4:.-. ...4r r1. ,,, „ „„Y4"'i�• 5AST UNE OF SE 1/4,SW I/4,SEC.- -` -r'f ,,...-a,a UNOER THE SED OF THE STATE tea) r "t-ff'_g7 ;�-�r'_.,y. "7 T J - n - I T'-� 'I '4,..,..' t f OF MHiNE50TA. 17 f r ,� VF-:' ..r •i / !,.-- I I `�. I4. ':. 1�`'-----t -- 'y�`ri.'� .71:77 :. �' i-•••\......._.7' / • f,_._m-- \F• J215 Ac�4 � '; sCNED. j i k 1 J• VC.NO. F 'r 1?:( 'tlr I' ,, f. j7 i! � i - ___' i i Y 1 ,I . • if� wsk.• \ DATE: 9/14/93 11 9j • •+ I�iI; .5 ENT; S ,!� ------ 1 . '---.. F ' I 1 T 'I i i f -44: 2•••-•"f� { f 1 I. 1- -, -- -- -••q w `i i 1\...- -----`': 5 ,`•-t---- 1 t i I I C fi .• • 1 ! ' -It:tTI s: 1 A • . I 7t!1 �;;C /if® ci. 1 ter_ v_ \ 11 ---/- _- 1 n I r'� I 5 '' '_, j l i ._+.pRI�NAE ANO UTILITY}'R \ 1 }+ i 111f rf11'' r ,,,i e I ,,. 2 r ! I R/ EA,HENT \ f ii .n L I It frj li j 1. ti{ III - ° -! �•-- 'r �•-\ / / 4 l lir!' {{ r Zy + �5 ( n j NR \li 8 J J'[-7".1-....-7-72.;---'s- :""" "' `a r ii�I t I 1 ti 111 __--i----ii, Oi / .• r 11i III ,A >+ _._.. ':}� ,''y K �r 14720 Acy, tit �MM_1'�; / ' 7 A 80 ,G I 8.05 Ac%�---- t a l� •'1 r,.. M � i /7 j yIl�f-j j r j � ;4 .4-t. • ea 1.1� --_..� !i f j ti 1 �.. ..w_-''\ ``�../'..�7 '' J J ! r �7 •f ' `iI nk:,'•1 !j 1 �`' `R ,< /�- _. _ _ _r f � i` f .' i ---_1''1• 1 0 _ ♦ .;-Y I /A__ i ' °' I ' \....� __ - / f I f J jJ- t` I I: j7� • ! , tt a ur i 1 i j .. , - xi T ^/ % lU-id-- -}rte- -,--7.-:-..b °b .1 jl 'c m FT' `•.;i?' f y.,3� t K w aer'a5'_ -4(,..r'--.,� •�"�, � -1Y 1.--);.--�L9J F :r DRAMACE,.,EASEM•I ,. c`�)} PTI I. .. --a,c �"'� :I S00 "' E 1 4 77 T aTC* ,....��''r. ! I 0 ,, a,- ---,_.` b. • ... a ,.• 'S5.0 1 419 D.ss I # 1 I ' 1 ^'�Rqx. ' :'�li i lir :�41 F• $. t'\`�..�_ ' ...j - `LANDSCA44 k.(OR&NAGE . T'1 . D in LL tit IZ I / _ A.�_�` ........•t` t t.. .1 N 1Y'" t 1 f 1 I' z s w J. _'' .. i ' li `�`' N. A 1` -L �y iz-{- r� 14,1 •J . I s�i flL j r CC ,2 Cl V j:tee • „„ -..----#.r:-. LL"^.--r •e •N4z x1za. .'"1'1 , '41 : \ ,ti._ . `,. C, r- t= -' - ,, jj 4+1 t x 2v6-i /7it{i. ;{ -�.l \ 't r \ . \.., N. �•;' 9 ,t J a I 2,-02,- - �y-''-z..*--.., __ `-45.' "",.....x t 11RAIIMGE Ems/ ~ IT ` 301 -v- �T�.Q N 11 " 't 4 ji•ij U - '"'ZZ----..„'` 4 ��$VY~._/ls�i-�, \�`Rt,,.,-Sj.A- .: EI ��'Y ; ', `r 111 --a .2. D p+/t- i f 1 1 O Q eJT�1 -.---.i.y°r...„J, ,.' }..„,„,..,,�, rr 1 I ic_ \,��' �y ' Z 7.2 °, ,,Irl ip V {.` 3 Vii..."``~.. ,,rx•�_�i .. t""me'.Tl,- JTe3\`���"`` t, �' __�' ._ .I • 1 �, rW<,r..c ....;...."‹...--,.,:'.2,,c,..,_.,.... :_ l .m� 10 ;'fes.: { if In> - -"'�, ss -: , i � � a"..,,,,,,.. ...,::,..-2E--...... 3 a.,,-,•', 'off '¢, g ''i i a z cr ~ n 1 X' / '� -7----:7:.• •- ,K.,:.---,.2...:/- -- :1---)X... L..,2- i 9 i o z W A I• a y f '11 � �, ,�Q. "-~1 1.--.)::-.....,' .a... _-,.r±.` -•'K� _: �A -...„;.50 ` -, r I I a m Z.- F ►'�E`�t ��!x e• te t , ,L Es e•i_ < y ,7y _,1'-^Z. Z Ct 1 I �'A 17 i r .....,„,T,.,i � `_, i 1'T�` n • _ 11013,4„,..,r i} :'r �� Br if /PI 1 i'''.7....1 i-; , l t, �f 8 „_._.- QZ �w Z I� - Hi NI- ZONC 4.1• I I _ _ i` j '} -#` • I. 4 .8r' 7���\ ;� ^ Ww ce ce 1 W.Dkkeneon,Jr. 0 ply 0,CA:Rlwr N NatiMv E•LyaN pa4r PlrenN Ent.ryMaa •Niton Rwd,DP River P.O.ebx.90.Dk R1w, O 11769;,:,Aw. .W.,Dk River 0 7.117-'.;;;Nr:;,,.Nlnneapale -• 2.1 Huh Str«I.Dk Rlror 8,41.0 O IJ.feey 9a0LM .mm 500rtw..y Workshop.inc. 5h4h or S Andrew ®P.O OBIasOR49RDRiv DwrI2121.111,2121.1112121.111,5amG Jackson Rood,Elk RN .1Ave.90..Oil River 5500 VRRY Center.Nnmtonko 56440 Street Dl RNer Jackson Rood.Elk Ri , '0 82bem_,..,Dk Rim, O tr4.74`.T.`77=, ®'X.'0°1%LIMpecO 9WNo _edVr4R ° Ay R«benl�al Reeldenticil Cl Rte e Single Family 5241 Rotel Awe N.E.Rogers e i.e.Anderson PNINIp A LkW,Roulllard Ee Rlw.TownNau R2 -Ter Family Resbentla Jockwn Rood,04 Rime ©18990 Jackson A.enue,Elk RI,. 0 I Soneaod C.M,St.ebod PNeon'oa FSIo.s4 c NOTE:TNb o*0.ret Wt win ,deo, DY ue ®2.1 NaY.St..t EA RN., Mom Ua Set of City Recorders ONIce R2D.Teo Family R«bontla Y. !RRe Waz Jam«Bam.tt Dk Rage Eatat«.G. vRMn the last year and may not se 92075.00 ' Jockton Rood,DM River 0 N010 Jockton Awnw.Elk Rl.er ®c/o pow Hponds ';r:;::.„%172,1'.7. NoanA Fnterarl«a Y/ PO.Bow 69.Seat Rapids ®2u Noln ShM.Eh RMr etnmt. Ra Multiple Family ReeiM:ib k Nay NunkRCary a GrMNeW.r6oeNd 7 Jock«n seed.EW River 1° rome Jxkesr A.mwa,O4 RP. C3 -NAgNeaY cerwmscld �/LVIA{J, PROPOSED ELK PARK CENTER • __.,...4:: ..-- GRAPHIC SCALE ..owlmemimeinmiemmionnio 50 '0. zoo .0 (IN FEET) I I loch= 100 ft I �^ _-- S. S. I N` .-rte....+.......r' i —•may t 1 i u z-ei — * POND l f- ��t,�t $ � 'ptE t � /. j \ I i -IA' C • k • 1/ / // rat •l• l t�, i t t tt tt tt jj �j lam: 99 9 99 99 99 r t 7 I ,•ws• 1 A // / /� , . .. .. .. .. L]I i •;',t "' ' p_ —__-- - -- r' l ','/ r--f c 1111 k t i t I 11 i tI / I� 3i 40 t t0 Rt3 so 1, ice is r 1110 i ,4....'—`^-'` •`:.:`.--- n._u•.rt r — r r:; �+"v-i xG ' . ,C.'':- ` ^a ik NOTES: �- - �' `'•.• \•:�� ''-", '^�-, II jr, wt',',7 -'Oil ' a � m^' -:".....,-.,.rt 'e., 1.011: x� fr ALL BLDG TIES ARE � � � (m� .. : ` .::..< WIA � fix '-�t'�^ r *- >a Fl AT RIGHT ANGLES TO ---,..1 r, PROPERTY UNE. p'`• ,.F* Xfi ,: i *t",� y 7r't; E7 .ter z tie Fair..: St. ANDREW'S I \` 1. �.: k:. �uyx 1455 CEMETERY _�, ; �/,q " U1 � ��, aS U) -rte— `•�` - ••`•' �\ CC & 1 1--i -- m r 1 rn r r R � I" I z r Z CV r Q r .. r I 1Jf 1 = in i RIDGEWOOp� I i f 2ND 1 - 1 AC o I t I 1 911 1 a 1 1 1 cr_, , I 1 I LO ). e, /t ff Q Lo • R N��L U .. _ Ankeny -��' �� Kell CHER &DI/• dN_ �. �� Rlahter SEGO\� 1 !i—'' �/ Walsh !moi '/ ''/ ^ Associates ' /� i' _../ ipY `- �W a\„ I ' ��" "'''! .././••/• 8 ',� • L M/ /•'=/� ys�'. Architecture 'row • �'� ts, /' se�-1 planning i� S , s• ., p/'/` ,i 821 Raymond Ave.Suite 400 „ M1j ; - ;11 It � ,I 8 ' '-� ' 'n---- _��7.-lI St. Paul, Minnesota 55114 � •• • \If off �• 612-645-6806 PC-11.3,63 I 1 tA'; t.1 \ \ ''--- ''' i 1 I POND `1 '- t; s p/ '•.-soft L �. I I I I. <, I HEREBY CERTIFY THAT THIS - ::_::::..::. PUN.SPECIFICATION OR REPORT I ��'=�x.J' �_� ` /rs/ ,I•• , -�/a� i"5 iS3WAS PREPARED BY NE OR UNDER —_—_. _��.______ .� ' I THAT T I AM SUPERN REGKIN AND / ���' L'WZ THAT 1 AM A DULY REGISTERED ,./' - -°° �I C I ( MINNESOTA SENGINEER TATUTES SECTIONS '--- xT i _ -__ss— THE STATE OF _�-n�-�--- xT _/-,^ .• �) {_ (O 326.02 TO 326.16— . T —_ __� Q,,,ns•�_.-6" I if • mZ 1 ..� t� O SIGNED: .p.�.A� R � . '� REG.NO. \ � 1 A �� 1+ x(M )'s W i DALE: tiro) ` -[lr 1:::: ,d+ 1 I r t` [CuRtr L___1-rte e I � r cr r'r rr t rr re rt rr. rC r tt t I 3I •3 S. I 2 3 32 33 3 33 33 33 33 33 33 33 1 I .•• : ala r t 1. t .1:t**,5 .. illi i 1 11 11 i II ii i$ $ ii 1 i 118 :: :: / R RI OR 11,1, _Olt 11 R R R k :k s s R tt2 i t 1 1 / �� � � I„� t t t � 9 RR R w 3 iii 33 3 I < 1 111 18 4a S` �� suxm'g R m � I � c .. .. — �.5 R -,Ari 1 I , , I I r—, J x. L 1 1—. v —$——I- .. a .a9 r t I a� —Fin — t 2w r 3 3 ? I ( I) 1 Y" r 1'-" --.i..-:'eKI 1 e I I re,1! 31 SIR yg i- .3 I kV a•NU•YR v 1 S Y E A iI ti} 4 5 0 • • 1 I y n r i 4 r' a•f•1••uR I a+dF:' 412.:::x 4 si"4:i �.�I''rj' —1.11r- ! ! 1 Ili IRE BLDG 1 FUTURE BLD4":``....:111'.%.,:.-':,j.1•:•-1, T4k �4 I l 1• ! 6 y UdSION EXPANSION !& I13 f. ` �; I� 2 1 I �r g I I f11.,.�, , v ? .< .,„i 3,:Tats 'Kwg 1 1�.! k 4". a-�q crash „ ,L_,. 1 1 , m —J--1I 1 --- I m se,... w x ? '! ,, i-1 j 0 n••e' ” : ! e ei 12_15 —.— —.. —..— J �; t. ....` I v 0. POND !! r T.. 7 O iii I. I ; ! I i I ! w '...•:-... 1 t;1.3 1 i'j I ! I I I I POND ! z i` I it NitI I i n I POND �1 I I ! O _ yi< 1 I I I ! i VT EAST iI 1 Q r` Rt --�_ ! I— w wo nI —71:---- v/E-1. _ i i ` _ w ec / / �, Z=). I + 'Sr - Q _ l l i'c l �o ADD x LLf CG � I / / z s 1 I I t , 1 , C2 92015.00 PROPOSED ELK PARK CENTER • - - GRAPHIC SCALE ,...- (IN FEE) ��• 1 iccb. 100 f4 � ref u1 i ' __l_r._ .' � � --- .._ POND � �/�:-_ "—a.. � g/ i.„, 1 1 --j a i i `� ;'� /, ,, ....... __ ___ : : f -- --e imp- „ r—-I l 1 t ` I - ....„...,._.r......._,._......... /,' ap • \ '. ',\„\:.‘ :/ '.: '.4. , i IE 4 323 IL -- , I • I • 1 \ c 1 IIIA! ,'t 1• s.ed Yn i 4r �.. St. ANDREW'S -�`. �� v 1 CEMETERY ,;'' :`,�.`, Z _\` ,. �' �.. '- J Q CC CO 1 0 1I -T--- CT) ZI Cn Q' 8 o i { � , Q1 1wi Z , ai co N O I i i J RIDGEWOOF i , (0 a)0 I 2ND , '— IAC ! 1 .. 1 I I i cc Q CL 0 ,-- - , ,-- --:•:-.:.-- kit", ...--. --'.....-- .- .... ............. \‘VS „...... ,- -•,-- Ar......22121... .- , --__--- - Kell _-- ,,,-.-_-:-;_-- -:--_-:::--- _-- Richter I h,PDO\ ,--- --,- , - ,- _., __-;„--,---- Walsh .._..,.. _,----. •- -. -- ..,,-^„„,-,, ,,, „-- ,, 4.,....,,. SCC)‘'4 j ,----- ,.---',_.-•„.--- ....,--,1,-,-- ----. -..., 11sasites ....... -- „„--- ' -- ,-- ......••:‘r .... ,- ,. ..•••,•,...- .-- • ...••••f!"-. i „,- ''''.. I A..,.. • i\ , „ Ye f .... .--:-A-- .... 7 „ `",1.!1,,1 i -H.,.„, .-.•-•,...: ,,--. • -- Architecture al ...• \ % 0...:1. ',., \ ,11;.,L. : i.%!...... ..." , o planning t ...'. IX -' IIII. IIIIIIIIIII.:''.".'''" 11111 ..** ...:11 821 Raymond Ave Suite 400 ,--. --. . .4••• _- II AA „.... ....._,....-mh•'' St Paul, Minnesota 55114 .....• :.:3.....: ..\I '' VI 1:32,..?;,:"'\ , ..... , -, w„:"./ , /A de ..............::::mw-•Ni! .,...61 -645...2,.......a& Illa .„,„....... ..,;„..... 1 t..... I 1 itil 1 11 „---' 4:000.10e v,,.o64 ..........-II - .)1 j I HEREBY CERTIFY THAT THIS .' ''' I PLAN SPECIFICATION,CR REPORI I POND 1 II ' : • _____..._;\""•-•- 0110110°-- .... ••'---..--___ "' ----1;c 111 i WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND , THAT 1 AM A MAY REGISTERED I ENGINEER UNDER THE STATE OF MINNESOTA STATUTES SECTIONS 326 02 TO 326 16 • , MONO)''.------- e,metm. REG NO ................ I i i ..52 DATE.........„. 1 '1 I 0i--- I'=- Min C:11 I i i L- 1 — i lo.. i • 1- 1 I 1 I ,......, I i H • I 1 .13 I =j 1 ± 1 MX fIcf . ./lot . I AF.:17.,- .- c_.,6,, _ - :..A. 1 i 1 1 iir _ incr-ta_p_._-1-.___.._, -,,,,%, -- ,t_ II 11111 --'‘`,\Nif . ... •• ile i \\- r di 04,T,',"'"-.1,.. ," ,- .= •,' -. -I.:-::, I il ..---L-..--- ' '''' i i % i .; .I. ....I.,,'.r. Ninewom!) ,. i i all .4 O. ......., ill , 17: a,-.. . „ i ,10. I ' ,.,..„,„„,,„41,,,,,-„:„... ...........-.,,, , • , • It .„,..,.. t ',...-"4,-•!..:5', ,":"-':'''7,'4'.'i A ler'-,..I.6:,.45413 Loiltpvilly.'"!.' .',.1.1'1 ,i.,'-- 1 ;r:,'-- ' 4 • I .. .ft ;,:E.!,-',... , '',.'`'., , .,,,, , .4•I'' .. ''I'IV't' 1.0 i • 1.0114!;ir''''t. 5''',1,.rir'll 'Elitigr` ',r,t,,iii4.1 I 'II 0,1, If .':` ' ..,...1 1 ylorop. t ,4 .., .?.;,.i.'4,,,,j s„ , , i 1 I NAN y.+ t.1 1 k 94.8 44 A., . g whb.., ,•t,11 e +.-E. .,, iv.,, ,, Mx i lres, ' ------------------ --r--4 , I i , rr-------------- • 1 J ----I rg i ,/,---- I i , El, I . 0 ,. I ,L.,. i' ,. POND i ',I ,• I I j I 1 j • P . 1 I I 1 i i OND • ••••......... ._ ,: I 1 1 1 I i iX I ( I 1 1 i L.L.1 •••..... POND II I V) 1 I j .. . _ I i 1 I C < Ei Ii f? ----4- --, - •-, •-..;;;---....e;• 1 I I i ce a _1 C. iiri„ •I i i w z < z _ _ __I 1 EAST ! I; 1 %/130,. :<c: , ---- --..---- -... w 00 Cr) ,T,Tc 0 1 -..., I ' 1 , wt- ----r._-,_ ' i F-1 • / -- ce Z _ < -- — — ---1 WI zit / .<cZ M ,--1 / / /S r ---/ ;.k7 - 1 1 ,a21 L 1 / .. i *...z:1 . --• _,,. - -I 2 .. , - - . i Irl / „ ' ADD17-, ' ‘. . ,— -I- — — — 11,, 0) • I I ,4 ---- ..._/ / ,r...,k, 4 -) / - ____. / / I I •• I 1 ... C3 92075.00 # , A A PROPOSED ELK PARK CENTER A___. • . ,-- --- - GRAPHIC SCALE i 1� (�pr1;( , j ---1,-;‹,4- ,j; 11l P ;/ l( ( t l% : „4, „fit:y.7 '. },,::',,„\:.,,,,'.,',..:-..\,, .,,,o0r:‘'' ?,,i,%2,..:. „.',. I+( �'t, if r jl r r.--'.'. ;-s; ' i, tr• ...1i})1 )i\_.� • ;!,'r,7----.7----"--:----",'-••� ( , 4 y' i !tfi1.`,Ij f _ ,,\\ . , l./�'=.- l,,er•` % 5 i. - j` .-^• -I " ;ti rs_., ,•-r-- -y. ti -_--_• Sr -"*,• ._...ter-==---�=----- __........ M _ =. -_-_-•=----::::.4. ----:----- '�--"�'r,Y� `�'!•_ �� �•~ .i ...-•-'-...„--Fr q] z 'Ssr" I - .1-_r".Y-w--! , "- -.-� �i 5'--- -,» , -. „..f.,---_,,-;.>4. r t__�-- -_1".:.._-_,:',-_-_-------__-.5--- .._-=- _ ___ -- -:- _ _ -.i:--,- .--_-;„--`1.---2. -..---..:------,-.-----....----- -_ . --- _ ,.. -' --•_ --•_„• � ..- " j� r �� , am:°-�` -�"�-' � ` � � f _,7 -; � i tee ; z �/ :? rf'•'aP •\ �� ,••i, \'� ....,...k‘,1 (t1 r�j. 1 Ir,.Y-�`. -- alll. WPM i-, ..-4--.,:,-r.,:,--,,,,: .....;:,� II \'yr i 4 i%;. t :,,,:i..4*.. '{ f i 1' 1 di-- ter, lL...„ 1 iiiii:i.iii.iii,1•iii:s. ... !..1,„1..!.-4,r7v i i 1 ; iidl".-/- 7:7: lh 4 .•;:'• ..,L: - 'iii-,„ i4r 1�x} ., 1 f ���`Zf►•-+ss � • S! f -- C-1 - -' k ��,J ...„:::....k,... ;:......:‘,...1,,. I 4 f} 4 4140, !II) .,..--. .,,...,:z„„,,,_,..4„ , .,,,. ..,e,„1.L � �,:'qr zit: ,r:J i _ ' .- , , i MIK `^ ,te a ,�4ti,- SII r . I �) --- �! r'.p'- F `� ��• ��" ^3 •.., � �lit 'yyt , :.! !ps7s��n k� � y13 y.f't"^, �,.! •.•... 1 ! "flk a w9'i W�1,r4fa�!e� 2` z..r k �" `y i s-rs. '9i t 1. liP 401411 6.• j ..,;` . 1tF!.",S!!.1.:677-"'''''''4 u6 ak? �, !s .-:::17.76777:7�i�.�, T!�- '. ,I •�!J `\ (•--A.,r. \ ,Ie; J _ _ 4. %.w`.!l. :< j!X1;1,1. _h41"4- f - i y �;",.,_ "ice 1ar •:'..���K4'x'i:,�'lx:•i iiq����!'�:,`;"'....r t..yj I , I'• "• -.. -.JG +I: '-').-• 'h �?C �cn.aa 1!,� hliirt tI k,ua.YtiA!. `t?.. -`--' f1 a t t ...1)%.,-..:,-,:-..t..--....--- :'.----. ;�t�e "+yw_ l� �r kik'" f F� y¥.r" rf St. r;N ANDREWS `i, I I' x��.. :� `.. I mo . .1..;::,..- CEMETERY ' ; ,i i �.,, `\,e .` .,. ," p ' : bid C-.) STORM SEWER fibs. `�\'‘,.,-:-.........._V.:/,---.:.------'" _� X j, _5. '41,----414111,......•j-^P � M Structure Rim Elev. Inv. Elev. SI SEl'ar�e\\R?m e;,,,� ;in <E_J-.e M1.) - .",,..,"N-.._ � l-;E} �' , ,� C.!) CBt 959.7 956.7 CB24 1I R t -, '.--------17`\- O �.��'- 7 '` ��:4 y� CB2 959.0 956.0 CB24A f928�7•0.._... �: 1 'b CC CB3 951.3 948.3 C625 .(929.. .--",', 9A,1,...-K,--SW---N.�\‘'.....___.,../--.,t (1 I `•.�'tl`��- `�^��"�'::.^ Q CB4 951.3 948.1 W,N C626 = 92-8:x' _ ,'•`�•-•77��_-� '��' UJ co 947.9 S C627 941.5 -"J58 fS'�� 1 t 1I t _ ' - C65 943.9 939.4 E CB28 941.6 •936[ ""' "'N''7,1/....).'.111.1.,,. "�� ,_.•,___y--- � T •- 940.2 W,S CB29 941.1 936:1 '✓t4713:w,,;.i' t !,, ( � I f '""1 , \� 0) 940.0 N---•-•- C830 938.4 933.9 E,S *s :'`�'' �' -' '' ! I I I �1. p) CB6 943.8 940.9 934.3 N--••---•� _ ! O C67 944.6 940.6 C830A 936.6 934.1 -� �t,1 I .K. .--. � y.,r`-�. �--, CB8 943.9 940.9 CB31 938.8 933.4 '"'1 / (Q 1 �..,,,�,,,,,.,,.,�- __ 1 C89 944.0 941.0 CB32 938.3 933.1 I Z 1 I in- „-,,,,•,,,,N• 1 I 1� CD MH10 942.8 929.9 C633 931.5 928.5 to 0811 941.4 938.4 C834 927.8 924.8 - 'itjtrji 1 C812 938.4 935.4 C835 927.8 919.6 NE ' Q ! � ~ __ i C613 936.0 932.0 918.2 S,W I 1 I--- -----t "_✓-----.-� ` .----• V C614 932.0 927.0 W CB36A 927.2 924.7 I (' I iQ`s / ' 926.8 N C836 927.2 924.7 I = I J . 6 926.4 E 0637 927.2 923.2 MH15 942.0 929.6 C638 925.5 922.2 I 1 ''RIDGEWOOb ; `"--�, MH15A 938.3 928.3 CB39 928.1 921.7 r C816A 932.0 925.4 SE C640 926.0 920.9 1 ! 925.6 W 0641 926.9 920.4 1 ` a--, 926.6 N C642 926.9 919.6 I - ! V C616 936.5 933.1 C643 925.8 922.8 --- �- 2ND - ! AD 1 O C617 936.5 933.5 C644 926.4 919.1 ! ! , 0618 929.3 923.9 S 64445 922.0 910.8 1 ! I _. 922.1 E,W C646 928.5 926.0 i .r L C619 932.2 929.2 C647 931.4 928.4 1 LI- C620 932.5 928.9 C648 931.4 928.1 ' I ! C621 932.5 928.5 64449 931.0 914.0 I i I C621A 932.2 927.5 64450 931.0 910.5 0 C622 932.3 926.7 MH51 930.8 902.4 0623 929.3 922.2 E S MH51A 932.0 903.2 I'OC 923.0>f!' CB19A 930.6 924.4 CC CB248 927.0 923.6 CC -IT--- C6368 927.2 923.7 .R. CL 0 1 co e / /9 CO ) t / �\ +t 1 i /� T - 5- " /' '-` Ankeny `A + }; `+ /`. `' �,�}\J,\�/`',N^' ✓ av -,%'!^." ^ ✓ S.:'rr�..- -�: Keit f/• Wolsh ,f7:+ ./)4,6- •O Ai!�- :G'.Jr,N: t !%.-. r% --;;;;—..0 %,::"5.--. J r j _,.j.. t 1 J RI[hfK 1. > pit / .- f- f ,lf .r .- ... r ;=.,-......,-„,....-;,,,e,...."--."..,r�' « r�� w i, ,r(1 , -.� ,.'! ' - .. y, �- - -!J- ''``°� s:,=-.. _.:' ''�' -f c`a'd ill1 � �7:J ...--:"..:--------:,------;,-.7.-_-------- �' f- ;s„•..- r. .�.r-. -'---...../.J` soctotes „Jr ^✓�•,t. 6 �. •�••r•• 1?' Architecture '�- `mow 'J ' Lx r. ,� planning �" ::;::-':'''':: ::;'>;.'77-'' ,�..- � I j 4-1 Raymond Ave.Sul r✓ t \)` § \ Y 821 to 100 i �, f �1 I+ t �� �! -; Sf. Paul, Mlnnesofa 5 114 ' •` `�t j '/ �c gy . ./ r ::;1'..:::::::.1'..-1:1/:::::4C/1/1? 61T-645-68065CR REPORT / A+��— ;' ul i ►�, ] 1 `-- ;mow%'�j/yl,�j //y i 11 f: ,,,, -L I/ L+�' It I' � / - - II++/,� 0,/'f M°' b` Lt HEREBvCERTIFY THAT nlisy� �' a �, t WA6NPREPAREDAG:ME ORVNOER vi�.�l/� ae1• i I� ; MY DIRECT SUPERVISION AND�� ii _ �_ .Ie -- .° MAT I ANADULY REGISTERED_ � � �y � T �y^ ENGINEERUNOkRTHE STTE OFT' =� 326.02 TOSTATUTES SECnONS�,� \7�' . � t .......^o-"'�..,,� � E � .`1 s 1 fi•^v.M.-. 32602 TO}26.16. ��� ,, ��1 a_ JJ �- --�_-__.. II 271• t t���` •'y' - 1\1 `\ t`� ��l'� REG.N0. of a.® i y i 1 `� t �) �f/7' DATE: .. 1 \ ... '1 I.-„ilk_.1 IT',:2,-,-, ::::•"2:-......t i . "t..,_,,,,,,, C1.42011111111.111111.0 ,., in ,., iy.... _11,, 4--7.....t..... ii,,,,,4e.„. ••'..z,,;‘,,,,:;;,:::::://,.-/-/I 11 1 I ff jJ.ilf •}ti tl 11 r tenJ ..__JR : I. 1` _._, - __ _-- i 1. lit i1, IJ 9 elt �Ii ., 1 1, �� ._.--.- 1 t: ii ..�� j\ /I I � h f Ian I _ wir rf .— ..:'. iirt. ',4 .' '-----. I 4 i .#,.,,,,:-. . , it 1 , iii ,, 4 -,. 1 -..- - - . —,. .../ , . 1 / PAD Y[ , I ;. a 8. r �: igX3 E- a 4 r- . - - ._-,..._:_.....- ....1 .11,1_,.,:, �. -"a ;iv. 6 `. il•._. { ,,, 7 lu a imili. syr" _,,,, ! o i II i i_ �� 1 3 s l - ikimJif •h�1k,.xia , 1 ', .0 ., �• M .-..�`4_-•-�. (M�t� - J __..�/ 3 f ? t t`i Obi is i. ..... ,,, 4 q [A,,i-ri.--•t•11 - I' .. »,,,, „:„. ,....,�.•.,,�.,,-,.,,,� .... f T ,".I `,'I' j .._..z ) W vu'i 2 . . ' '''' .. i „, �``.,. ''p` i 'la- m...."'^^-r,.,la1ttll•_�, !1:`-'•'-'• ^- ''� i r-."-~` - � k 1tg '''''"v—,1-. A--.. . ,, •.,.....„.,.--4--- --:,..:Ait - IMP, „,. 1..1.4' ' kl �.1 !VIOL a Z 1,..i2,,,,.,...„... �' f .,`M1 \ � . `. � 4, i, `, W `1. , "} �,,,, f -L � '-. ) \\\ f ,Ill t I,i -"L.'"tf "`',GKI$' (.� •...� A7 l i "-,._,•=1:-.-_,'"• .7-1..'--,.-;„..::::;.Q.,07� `' ..ry-.___. �, 4 p d i _"f '1 I ] _ ise ct 1 --t- ..,✓ i t I:S 1 b --.y, ...... _7`�" ... - ' --:.`T' c I. 1 _ J I Z 2 0 ,,...; 71.-....I., iri!4i. I 3 EtkSe 1 Pj i •i ,1 I •` -'I '•:�``-- ..../ 7 ."µms-.r e,r, _ - 1 t t, N =j �� ! t, ) Iv,/-4-*.,... ..,-......,,,,,,._....___t - , _ 'fly t; .� - ... Y Z Q 1 f •o"--, INN,\ To...A, a�` ...f.-..:-...--- --- 1 i -. 4 i I �...,A` /•/ L. y I+1 I1-4---.....,-,\'')il / / f c _ _ .:-__- Z x. — I1 'i T i 1 l A'yt" / �"`^r.lJ �l/ ,s0,_,. ./.;'ry,1s4 1 I tl .i T �,sc.- .. 0..,,' 1 ryl .-.a i 1 ( �f -i 47 f f t J} .1�� ! .I••1r"+ ..�• --:...,r-F. �.•`�_y _ 1 ;� 1 1 I ` •'\ i/ fII"t `.,r1. ..-__,,:_.::,:t17.4- -•A wf'• • r 7_,•i,� i f int im x'+~ x W POND i DATA TABLE ( \- f V ;`ik 100 YR. HIGH WATIN=_LEV.I NORMAL WATER ELEV. POND BOTTOM ELEV. 936.39 i 933.00 928.00 C4 941.36 937.00 932.00 925.90 1 k 922.00 916.00 918.6 -g'---914.00 908.00 91 904.00 901.00 92075.00 92 . 7 - 1 921.80 �// 92 . 6 l I I , 926.40 921.00 / I PROPOSED ELK PARK CENTER , • --- 10P''''- — 4. GRAPHIC SCALE ••'i' '''r" \• ?1 f/ IN user S ;ref"i � ,,,,.......,,s,..\,...- ' �(' ,,♦ / i 01r' I r ,� _ f • I on- too n. ',} w!`'i ~' I, 1 . y �-, C--:,---7.-- __ _. - .. ▪ '�..,____ te>.-- '1". ~� �� ��. i a --------7.,----,::::::::::-_- _-,..-_,,,..._-,{„,-___—__,F-:.-_--- • is "'1 ``"•...�� i ♦1 �`,, ,``. ,f 'a1,� ; �H � ♦\;` I ll to G...."-:i r f_ . I, . i /," ! j i' 'I 1 Ii + -- ....1. t'. ff }} �j ..... y'. "` ( r 1J r� t4�' +''tt �\,:iE 1• ' / 11� i'1 170:11.11,1,110/1/ �11 �1 ,..::::::::::111711:.:::1.'.: om\ �` Y r.. .:- �t 'Fk` \i.f..- -� \,:.`\J"'-;//ice t s \` ::1,�,' I` rljr' .Y..p4\ \ ,;e...:„ / 'r.`,+ r 1 !t� .�T 4 • ` ♦ ,.',.., ♦ a, F ', j f { f F. ♦ yTyp¢UT /.�1 P-▪., it q t�i µr^\ •.1. M,x '- -.+ ,_w'� 1 If .. r/ ''t \`h. ' ' M1L.., • .:4'..,<'''` . -)11/ ,�f t --;;;,_9:, ,, „yi t T � t��”� 1"' .. s.. • '` � •l----/../.---- -%%• , ... '♦�v• ( f Ir`' �t \`.. , , fj `♦ r ,, ,e�`~~ t i't •,fir, ,, ,Q. t -�i- , • ,.\,A ', <r,- . • -. �i ' s. '.:;a '�' +.,.. .,.�... r`'` f 1 i'ti -� ���• •�.�Wil ' f..,.n fj. '---. IJ� '`,c V.',,`t>�y',,,, )7. ,j ` t iZ +� Fi-. -'fr !t,ice/` • '='ih^`«+-,._,,.M+-,-,' "7,•,.� ..- E..,r''h`^.""*-}�, i„ 1( !j >' mow.. J j 7{ � ,.,,.'.-:,.-i-,-....'-, ••‘..^`'''>,•w -5-,,...s.',:"-'-' v .._ .a'•• `'4 1 %I4:----,?„'-. I {'s c', ir) inti '1 '1 J ' Lam:...''"w., ..k.', ...": *:•::::."',...l - / %. rIt ;c-.• ` �7c---i ,,, k �.. • 5*.. � 4 ra �1,r11,J t _ , t,s____-- \�C SpH��•:,.•-s.:•,,,,„,-.. - ` ``__-_,„-:e...-----�.,' ,?' i-, • - I k.-z, R f I• t I - r— H`- {aE---_._„,_ SOIL MAPPING UNITS 11 1 I_,y� >, I I !\I (I l - 1 _1.. ChB = Chetek sandy loam, 2-6% slopes f i� EIB = Emmert loamy sand, 2-6% slopes iL 1 �_ I �, J 1 1 tt; E102 = Emmert loamy sand, 2-6% slopes, eroded EIC2 = Emmert loamy sand, 6-12% slopes II f-' C.) EmD = Emmert &Chetek soils, 12-18%slopes I 1 �.` EmD2 = Emmert &Chetek soils, 12-18% slopes, eroded I _I is = Isantl loamy fine sand, 0-1% slopes 1 LnA = Lino loamy fine sand, 0-2R slopes I , I 110 ii CI_' c n / -'� , , 0\\.„\\ `"---S--.;.!•. ."----'::,E-,-...--Z.:), -- ,..43.,,z;;;•,-,-,"-'‘:----_-_-:-.7.7,77.-_--::.-_-.....-___,.., _....__.--5...------t-2.?:-.:_-.....---- -:'------'--":::: - (----!..5.,,:-. •- ------ ....->- - - ,...., x ( /,IN",:,, ,,,, ) ,\ , i x --.. ___ .,.......c.,. _ ..„...........;_.-. ,...,..<3....„..-_:...„.-• ::,.........„.......-.....-c,i0.;„;...!_-_,„,„,..„....,...„,.:....„, - ,I.,,, •:•- I , ) 01 1 i I!)A, ,,..\. - - --- ',....--;__----- -- x....-,,---.- - il .,/ i ,,,. I , \\... -->,.....,i.'"..... i .0;...._<::.:---"'"...-„,'....•''''(:„.J57-:"5.--.5.';''';'-' '2.,...•5.:1... .:,-C,'.-.,.1.1-.::..:,;.---;;.,...•,:.,:*--.15,.;;:3-•:f'r:i.---7:.:..- 77,:'. ..4-'--.j,'41---i I„,,,,, ,,.„., 4 iv i( // i 1-, • -•- --.:-_-__.---. ....,--- .7ii, „.----;-. ----...•:>.- .- :;.-..- ---_,,,,,,,-.:;;_-;-;, .:- . _ Richter i 1 ! "7 i I „ I i \!:77,,--.;-: ".."'''''' '.i..."---:,•:::".:1,,-.12-"•'-• ..-----1-::::--1."-----;;;":"-:.'1•"'"--.'.---.::::::"%•:;-;-:-'•-•...5: 44,fAii-4 .7,4.'4.: . :: •". ' ' " / 1 / —...-- Welsh "./ild a \ ,4.-11'. s'a.---•:-7.-:7:-------.2.---3'.....---->-...-,---''•'"'---...--"---.....X ....--.-- -.,-,`-'''..-.. .'.1,,'..•-:.•<-'::-..:;'".'"-_-. .i.---..;'''''..--..,,,;,..-tis".-•• •••: / & ,,.▪/// g AD. ' )) I .°1 -•--.- ,,;--- _...,--- /...- ..„---- ,,,,--- .,..„..-..---::,...----;..--.-,007:..--_-_.--r-----,-....?-0 _,-•••• ---- / ....,-___-•• / , ; ---::::----......---.., •--"..--%.---t ---- ----! --:-..•.---.-;--:-.. ----...--:-•<„--re' :,-•-• - / ,---- ___ _.4..J. ' i/ / • . ...-E-:`,/ ''' - - --- .---- --.1:----- I. - ,,,------------. ,..----- . 1 ..l ,,.....- --;:.----::::--- x ..-----....!--,',1.-,----*-:-.--;------::: .;117 --., • ; ..... ---.....,...-• ....: , _ .----- ). -7.---! --- .--- ;, .....-::::--......--- -• --"" - --,,-:::.-'-) , , ' , - 9,- -_,f I • / .\-s ..,„ . - r-- ._ t, -,„ ‘,,,,.. ---- ,- „..„-..., --,4 1.:\.,, , r • a .:-,:i..1„• -,:. 1..1-../..,,,,s7.-------- ---C--;--„•;;=----,----` ‘-'"--- .„...- • --e.--\• N '1 ...:-.‘. \ ' \ ------------, ' , •_. x ------- •------ i N ' \ N X ..-27. '''./' ' 1 1 1 \ \I 1 i 17 i 'y 1 I Architecture r"'--...-- , ..- , .. :."::,,-,--<<" 1 , x ,t ,1 i: ,,,-;--- ....,-,,,,e J 1 i : I i 1 - . pk,nning t,' i , ..--f------._....-1 / g ---..:-....;.--,,,,•--- x. ., ! f i it 1 S• ,,'' ''''''l '...--.. •I ' ''. 821 licyrnend Ave.Suite 400 / .•'" A' t // i ; I EIB- 4„,,/ 4.-/,._ ,-/- .,-. „fkliB..__ st. 0011.nesoto 551 14 ,,,, .t.::•..: ...4_,) 1.•;(,,7s1 ./•'''r I, . I. 1 x 3 : ,• , ! \ ...,4 612-645-6806 1/ II ' I _...,,,} 1:,i. ...----, ,, ' i' l''' i ''''',.‘„,-'4, '''•-•,. - lo 1 , (1/4 I., , y- ,„._.,:•.:::,..4 , , A.4.-..„. ---- ___ .,,-,,, \ I i / /i,,, i k -‘,...„„____—; / ...‘, . • , '4 1N, • : ---.1/7(' I HEREBY CERTIFY THAT 1166 • / 1'1- 4••.---,..1.:iii-41 I 1.--,,.. -'1.1-1 1\1,'1 1 1 t A is , 7 : i ., 1' -•., ., 1 / .„/ ./' i r .• • '). V:1, ,.\ (--. hi(A .., , PLAN.SPECIFICATION,OR REPORT wAS PREPARED BY idE OR uNDER Ny DIREcT SupERMSIoN AND THAT i Am A DaY REGISTERED 7., -1\ li k.,•-..,...c___/_ • x / if______I_ _ .__ :,..__--- -_.......-01,--=1'. ..- - —_-__ ' .1 ti •_•,,\,_,..._.../7 _- • ENGINEER UNDER 1NE STATE OF - 4..., MINNESOTA STATUTES SECTIONS / 1 11 "1.,, A./ L 11! .,11--.. 320.02 TO 326.16. 11 t; t ,) II !.,V-I ....; ...,,,..., ik•1 1-1t.,,, 11" \.1 1 , .1 \,',. ‘66,,,,...„ 11'1-`14f..• 1I r - ....- 1'1--\ / V' - I /1 4 ''''-- • „ t 1 „-, 1 NA I/ '. ---1 ^ ••••... -1, 2 •,.41, 1,:\ .01N.01., SIGNED: 1 • 1 1 e fie cr.''.".:___,..-kkc--, " /. / / ; -----Ii-----ChB1 \.'4.- ) I, / ii.4/ 4-- •• Ih"...<-) I /„.---:-.<7,/ *4'..---T--::::::j"-- '''. / ,„k . , ../•\1%,!11,1 /I 1-44,1 \1 /1 / ,--1( , 1 4"/:: / I ••,.... -7,- \\ 0 1 :'''• 1 ' • t I ' -'•------ .... •. , s 5. .. -^'..11' ^,.. - * 1 1 \ ' '' . '''''' ' ( ' ' • 3 i i • 1 ? , 1 ,, , ! i. I '...-..---"". • i ..; • 1 •,,4 4 /-3----...._..,,,,,A.:-..„,;;;;s,,,..2: .......-..• • 1 i\k, s•I 1), , ` j 1 1 j• P`'. :' i'1 11 k• j„...-•-• •`,., , ) . %j \ k 5, ,.••;:::',5'4%.::,,,•,451."1/"./.7 X ; j j t• '-' ji 'i \ \ \ i ' I ''17.--'-sj' • ‘i•\`-"--"itigt• ) j \ ..„..--"-- '\ ii 1 X i \ jA ,,•'.f.---,..--•"-%/51Kj",',4,/,/i , jj j: j, \ ,, ...„..., i r ,,,,f.".",_:>?..' "j-0 •i '---- j„,-4ij ' '1 ' \ .----------j%' , J.,•-,"-- n• \j 1`j e i ...,----- ‘ 1 x ', f .1, 4--,----- "' -,, "i Ilik..------------/ 5 / 1-:. i .._'..,_5-•-•:----i.',.--*,'-a . I /--- -- le-------.4.4 .. ilk•------------------' / i I 1 ',. Fl., 1 0 • ^,:, • 1 11 '/ i -`,/ ,I '.'...-. ...." • , • I '''' . ....___ r''' I i / , t rii i \ • r,,, --„, \ • , , , , , ) t , , 7g •l,,,,, AC',/ ,'''' i ..**4•4';.'• ;)(.. •1111:41.IM '! 1 .. • •I- - :I I.,. 11 _ „..„.2.........,..,,. , . . 1 *1 ,1 1 ' t'1 • : 7.i. 11 . EIB i i 1 , , , • , i 0, : „. „ _._ -,..„ -,„...„, „/ ,..,,, .„-- ,.......-7_-- „,...,,,::,.. -„,..,"ill ,-,,,. I i 1- I 1 1 . 1:I ": -.. -.. " ' ---- ---- ..--- ..- - ,...,--;-- J i 11 '''''. 4 01r.lij; i f I x . 't; ' 'i •`,, lb..../ .'",„."-- _,,,, Si 42 t, 1 . z .,.... .„...,,-,-,-...,"----„.„-- .--• 4...„„.„,,,T 1 I . 1 is -.._.7.1,-- „.•-:,.--- `" \ x I s ...",,./ , r.,..:: ..1..:. i . , .....„ 1,, , i.„1,___......• .., __ I , ...... .,.... , , , , 1 ii , 1 Ili I , 1 //,... ___• i,..., I ---- (c. ,;I . ,,/, t .. r! •..,------.. 1, /. •'' !r.'',-41Y.. r .'1 % I "..! 1 — ./ ----.. '• ; -. -,,„, .-...„„........,,, , t • ..... _...„.- \Ain • / / r ,, ..-- 1 • r, , , 1 a 01 E AmingoOmw t ....-----'`...i.„:„Ir. ••••,.. ,-----...--- , , — ....••,, i \ ) r , ey ,---„,—,.... , :,' I I 1 1 ------.L ‘. .,....„...r...:..-:.-1-•, • 1 1.? 1 It 1 /if\ I iii 19- rt1I-6•....•••\••=11••••.•••••••/MO•• / i I i ' , / , 4 1 . :I :.*4 •N ''''%. i I .........„,„„,,..." , I I • /I ....... • ' .I : ' ' i T1 ''''''''''. 4•I'''•':•1 -. ,u '71,-, i E - • i i - ---/ I 1 i ."-_-•7:.%-- . .,.-... -4,..,,,„,,p4, ; 1 ---a----,-%(---..."--"\ -IGZ------- • I - 1 1 1 f -.---" --a--.----- .-- • ' ' g ' t I ! I ' / 1 •T'' 11 4 4, 1 hi •-• "-E.:---- ', ,... „..,./ffili. -----,-.4......--- • \ ) -- L i f H' : iis _ 1 i , , 1..• • , c OA il it 11, 1 11-1 --- . • 4t1 ------.1. '''' I. ''''- '- ':1-It'-1::-. •-•—• ::.-'--II-IIIIIIII--, 1:..-1'2,--..;...•:.'-': : 7-:---------:— • S kr----,-,z.....51,,.`rti../..z... pk4.....\\:`,„:1,4 'c' . \,,\ ',.2.- , '-...,„, \ ,„ .--- ..---/i 1 'n .-::::•.--.:5..„---4„, • istt-,.., ---- 1.-3,- .1-.., t i s•-. \ \ \:‘, \ \j---Thi, \r % k tA,N1---54, .0 11 -------._---,I-1 7r. 'A-r,..''' )g k -' •;:..24-.1.i e:-......., ' t ' f* I 1 1..\,,, \ 411„ •' s' '" -..,„ I..- ----...,:,_ -_,. ' 1 \ 1...1 \ ' ', ---1 •I "'''...1..-1''''---•• 1'-1 -' 7117-''''''1,-123.-437---- : ) ',. \11, •-•••.:-.1-1-111,. 1! ,1 / \ I . , 1 1 k '11‘1,\ 1-4 4..1 I'-- !------1-111-11 •• --: 't',...,t-,,,...61 iiii.. -1,N, „..:7---- 1'-'..4,....:1,-, \ ,,_.‘4,,,,,"...;, k :..,1 ----1\1. 1 $ , ., ,., .s..--..„---.:•4::.. ') ,C) . ....-- pi<=ir , 11.'• tr.,..-ctl I ‘1 v I ' . „ , , c•-c% ti II - Ne. CC J..„...---K, •-•, "..„-:-...4,,a---..i.:-.4_,..v. _____,4 Ni"-----f.:,....74.4, ----- __?..„„ ii.„,„k„,A 0 1,t it.1:=1`ct I' - -Th—- .4-' ' '''''' 141•4 f -C-i-<--- ---7,f---7:1'-._ki:j..--,e--«,----/ ---- -1 .,-.-4--fiNi 1 v . i i . -7 ----,,,,.-- 1.--"-..... i•.:',2,,,...77,-..,_,.--......'''''-'- .-.."" --.)•-t,-:i.,,i,.......,,....--;-,.4-„, , ,,,(11 ;;;1 " ,, / ,, ...., ,„ ,,,, , , . . ..J., ! i ,.....: .... 1, ..c.z..-----_-?-4-7---j::-.--;_--2-...- -, --..,-,--<- x ------. - ..,---4,6••„,i.J..) ty; j .n. . w 0,,, , - ›.---„. ....:.. -,-.- -,------,... - - ---,1-. - • ,,,----,_,..,__•,.•,,,....,-- _,t,, ' c..)- - ' 1 r-‘' '44'' '-___4..-n 1 n ;T. • • ! \A• , ,-(7.---,--:4---,4.-- ,,,,...1-11;1'-(-42,1:11-11 >14111-4•74' --111 X/4-1'-'111 Z •-',. Z 13- A .-192----- ..- 1 - • I ,%1_'.1 ri-''''''..„.. j,.../ .71'1/ r - ...'"N)'re.-'1.•0 -''''-' 1 '"•••::‘,,,C.-----,,,, -." ')F --• ••.„ rt• NC-i < --`-',- _ 1 i ;1 ! 44-..!, .1 I ,/-"- 4,,,,,,,,_„...v/ , `,/ -',---T*4-7 i I I ( ',''; , ?'91-'1.-.._ 1.42k // ...: ,/ 11\ : •Ili' a ci „44Nc-r;" --- (f) 1 T_L ' 1--1_J i , _ — ----1 I t) i1. ...,: - -tx. i ....- ...... i 1'X i 1 .1..--.....„-,' '' •••1 - +--1- 1 —I— .---__ ••-••••••---'.." r--„,„ ••apjjjj, .11V1%,:". ---4f f, J - _.... _, 25 I 1 I I --- / • C5 92075.00 if 7 7 PROPOSED ELK PARK CENTER • -- fZti —'.--- GRAPHIC SCALE (IN FEET) 1 ,........ 1 Inch. 1.00 ft .....-,.-- „-----„...-•.„---- • ... ,,.,..---. • "--;.-1-,”.---;''''.-'' %./. .--"''....-- .........• ---- "'"-- --'-'. .... ..- .-- , 1 ------^----":2"----:-'"1:....1:-"'.--- • „_, „„, .„..., % .......•*. I ' , ............0`.. ..,..............-,.....-........,,.............,............................................, ..............................,.., * ....2'.. ....• ,......... .. .m.• . ..... . ...... .. ... . _.._..........._.._ ,c--..... ..„..... , .u. .1 1 ..----- ..... 21----A" .- .___ _._.____ .. . .. ...................... __ _ , / ...,"------ .......-- _ __--- ..,- : 7- .--_,---_----.:-.-v_. - - ... -1- -T7.--.. ---ii...-- - - --/'/ - -- •-• d- ji ! /,.7 / 4,•''.KS—) , i • --- -- 7 I'i r--11---- , 1 1 - T t . - ,, t. . . , „ , . . - .,, , „ '9 • .1\ ',. j L. :' , -T "I 1 1 " , l• Ii 1 1 , . 1 1 1 1 II L._...$ L__, 1111/ , , ,i... ... • , 1 ,., II '1.414411;Dli`1::`,'.... ‹ -- '''. --- ...• "'"' ' 8 i ', I .14114."'.5',.:,"",,--04-.grit:rkvk..,,t4 k.:211,/'moo= " .$, --- - i il =,,t0A filiiii-itu. -.e.:447,111,01 -----„. -_ --- - .----. j , 44:W4 .40A ,wpii,.?...-; „ to t,....-2- -... -, --„. --, -.,,,. i ,, . '.I '.,,-.'d,' ,,ke .....4 o I et,1511 15..„...rk ........i, ....„.....,,-..„..,..",... , ' ''...:,<1* OM, DitltV,0140104 St. ANDREW'S ---'4e,'NI '1,..,y A'.11,,,u-11.1",i''pi•e- w CEMETERY .. ,._ -----. ---1440%,--- -•••••.. ------.. : ....4 ,'. z ---. -A 1.-. 1--I = C-) .CC +..,. ..... -..... Cr) ..... CE ..::C Lla i ---i- , - co 0 < I PARKING SETBACK 0 CO Cr) cnBUILDING SETBACK , I, <-, I I c> , , < - ,' , 1 LLI 1 ..r 1 I ' Cr) I CD j < ' .--§ . — I tr) RIDGEWOOp : 1 1--- 0 1 i .. u I , , 0.., : CD j 2ND — I ADE ,- — - L., ! -1 1 Ei I 1 0 , 1 , , 1 , , cc , I 1 ..:( 1 , a. ...--- i c) , ..--, I I 1 co r---. ' cc) ---- ...: g(1--\4- ���� -/��/ Ankeny \1614 � SCOO� i / � RI<hTer Walsh Associates f,. j 4 I` I , u„, Architecture planning \\,,\\11I'' „I••� 821 Raymond Aye.Suite 400 l I,•I••I-•I•• , 'r 1,l • �/ y a�'y•/ .,1 I SL Paul. Minnesota 55174 612-645-6806 ••••••••"' t i _t 1 1. ... V''''''------ - _—':.----•-C- _ I / 1 t! p/ �. - \ I j j I I HEREBY CERTIFY THAT THIS I E I' •./� a/ �../ - PLAN.SPECIFICATION DR REPORT --i 1 L_ n/ .....• �. I I WAS PREPARED BY ME OR UNDER I L_ _ /` I WAS DIRECT RED BY MEN AND .p THAT 1 AMA DULY REGISTERED ����. ����..—I..�.� XT `✓a/• ' -�'c..--- I I I I MM WEER STN THE STATE TES SECTIONS I ]N'• _ --r i � 326.02 TO 326.16. / / r� ! ! i SIGNED:_ .._.._..� .. .. .. REG N0.-- _ - _ —sem r --- - I j (_"._ I - I 1-D l t I :! ! DATE .-- — C.i I El ,i I Ir— L_--J I , j 1 I I I jL • j 1 I .. M 1 I 1 II 1 TI I i,____ ,_, ,.__, ; I i 1I , ...1.,., , I , �`, _ r___, j i i ,,,2 1 i 1 I II I II R_��® / J_____ _.__., _ j "• I _ _ 3, v 1 „,,,,,„,:.:,,,,,,,„.,,,,,,..„0.„,,,,,,,,,,1%.„....,,,s � I i ! vi, it, g xa:l / I Yt r 1 ;"0i a yak I• , j j •5 <gi- F I Ilyq, ...[`" ,r 311 ,.. 1 Rj" Vigaimi • iby I j O RAE,. E Wog: 4:.;49 s� SIS�K:-�i: H ." 1tas^r x�tx¢ - , j p 7!,�M19 K`oA!ra& R" i A.'le``x4 mg ' I w I a� I , I ii ii ii• I !j i j I I Y � �` 11 j j j I U � ; � ji• j j Q � �..l..y_ i ! I I i m I La ! . _ � i :iii I I I ! i ca _y j j i z cc ., I I SERVE E -::: 4 I I ! SCti C i i I I > � ROA p I ; 1—< EAST Q 7V ��''�_ --_�- ; ! zi cd- m f zI z cc / / rs _ _ . s z I 1 :., , �� ADO,,.. w I t 1 / ; � rTr�N Ww I i ," / • ., C6 I , i 92075.00