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HomeMy WebLinkAboutPark and Recreation Advisory Commission Packet 04-19-1990Regular Meeting of the Park and Recreation Advisory Commission April 19, 1990, 7:30 p.m., AGENDA 1 Call to Order 2,. Approval of Minutes 3. Visitor Presentations a. Athletic Associations b. Staff c. Others 4., Report on Past Council Action a. Neighborhood park standards b. Comprehensive plan update 5. Unfinished Business a.. Swan Lake neighborhood park b. 284 Baseball Mary ;Norton c. Playfields Bass Lake/Parkers Lake d. Trails West Medicine/46th Ave e. arl- tour May 17, 5 p.m: f. 6. New Business a. Shiloh Park petition b., Gleanloch park request c. Canoe storage at Parkers Lake d. Parkers Lake water use rules 7. Commission, Presentation 8. Staff Communication 9. Adjournment Next regular PRAC meeting May 10 f Minutes of the Park and Recreation Advisory Commission Meeting March 8, 1990 Page 5 Present:. Commissioners Anderson, Edwards, Hanson,, Waage;; staff Blank, Patterson, Pederson; Councilman slicker Absent.: Commissioners Beach and Rouen, Chairman Freels 1. CALL TO ORDER The March meeting was called to order at 7:30 p.m. in the Council Conference: Room. Director Blank introduced new commissioner Marlene Waage 2. APPROVAL OF MINUTES A motion was made by Commissioner Hanson and seconded by Commissioner Edwards to approve the minutes of the February meeting as presented. The motion carried with all ayes. 3. VISITOR PRESENTATIONS - a.. Athletic Assoc a ions., None were present. b. staff. Mary Patterson announced tliat softball registration was in progress with returning teams registering the week of Manch 5 and new teams beginning March 12. She stated that the new City newsletter would be in the homes sometime in. April and would contain summer recreation offerings for the months of May through August. She remindedcommissioners that the deadline to register for the Olympic Festival Torch Run is March 16. An "Earth Day" celebration will be held April 28 at Armstrong Nigh School. This special event, sponsored by Plymouth Park and Recreation is called "Celebrate the Outdoors in Plymouth." Another worthy project, "Kids Save The Earth,," is gaining notoriety all over the country. It should be noted that this project was started by a Plymouth youth who recently died of cancer. The Minnesota State Walk will be held in Plymouth this year on May 5, with the walk beginning at Parkers Lake Park. The state walk is free, non- competitive and is for all ages and abilities.' c`. Olhers. None. 4. REPORT ON PAST COUNCIL ACTION a. 1990 Park Proiects. Council approved the 1990 park projects, which include the Swan Lake neighborhood park, the Bass Lake playfield, the trail along West Medicine Lake Drive and the 46th Avenue trail. They also approved making improvements to six ballfields, for use by the youth baseball associations. b. 1990 Fee Schedules/Rental 'Policies. Council approved the fee schedule and rental policies for park facilities, ball fields and Parkers Lake Pavilion, 5. UNFINISHED BUSINESS a. Swan Lake Neighborhood Park Timetable. Director Blank stated that a series of meetings is planned for the purpose of planning the Swan March 1990 PRAC Minutes Page 6, Lake Neighborhood Park. The first meeting is scheduled for March 29, with -a second meeting on April 4t The third. meeting will be held April 19, ,at which time PRAC will review the master site plan. If PRAC approves the plan, it will be forwarded to the City Council for their May 7 meeting. b. Bass Lake and Parkers Lake Playfitljs. Director Blank stated that the City Council a Ahorized 'Brauer and Associates to do a feasibility report and coat estimate on both playfields. Brauer's report should be available to the Council It. their April 16 meeting. If the Council authorizes the City to ire.?ted with the construction, a public meeting would be held to get citft,rn input. Director Blank indicated that there probably will not be enough funding to light all of the Bass Lake_Playfield in its first phase, The facilities that may be lighted thQ first year include the parking lot, skating rink and tennis court. Commissioner Waage asked about public access to this playfield from the north. Director Blank said that because of a deep ravine, there was no direct access; from the north. Access would, be available from both Northwest Boulevard and Pineview Lane. c. Trails West Medic ,lel46th Avenue. Strgar-Roscoe is doing a feasibility study on the West Medicine Lake Drive: trail, and the City's engineering staff is designing the 46th Avc ;. trail. d. Comprehensive Plan Update. The Planning Commission will hold a public hearing on the Comprehensive Plan March 28 PRAC should attend the public hearing if possible. 6. NEW BUSINESS a. New Plats. None. b. Annual Park Tour Date. May 17 is tentatively set for PRAC's annual park tour. The bus would leave City Hall around 5 p.m. Box suppers will be served. The tour should conclude by 9 p.m. i 7. COMMISSION PRESENTATION None 8. STAFF COMMUNICATION Director Blank stated that he learned from the Consumer Product Safety Bureau at the MRPAState Conference that nine inches of pea gravel is a safe surface beneath playground equipment. Any surface must have less than a 200-G force from a 12 foot; height. 9. ADJOUHNMENT The meets.ng adjourned at 8:35 p.m. t I` MEMO CITY OF PLYMOUTH 3400 PLYMOUTH BOULEVARD, PLYMOUTH, MINNESOTA 55447 DATE. April 17, 1990 TO: PRAC FROM: Eric J. Blank, Director of Parks and Recreation SUBJECT:; PAST COUNCIL ACTION At their Monday, April 2nd, meeting, the City Council passed a resolution rescinding the minimum standards for neighborhood parks.. In essence, this. reverts back to the original definition for neighborhood parks as contemplated in the 1982 plan. The Council, indicated that each park is to be looked at as an individual site and a master plan developed that makes sense for that neighborhood, based on community involvement and sound park planning practices. This Council action may or may not have a bearing on your deliberation on the development of the: master plan for Swan Lake neighborhood perk., Each commissioner must determine what he/she feels to be the proper development of that site. CQm2rehensive Pian Update On Monday, April 16, the. City Council approvedthe Comprehensive. Park .and Trail Plan Update as recommended by tl)e Park and Recreation Advisory Commission and Planning Commission without any amendments. The Plan will now be sent to the Metropolitan Council for their review and comment and will be returned to us in four to six weeks. EB/np 4 PERSONSWHO ATTENDED SWAN LAKE Helgereson, Larry & Marge NEIGHBORHOOD PARK.MEETINGS 4520 Oakview Lana ON MARCH 29 & APRIL 4, 1990 Hull, Lewis & Caroline 4565 Quinwood Lana Arendt, Bill & `Shirley 12525 45th Ave N Kerwin, Paul & Jill 4535 Quinwood Lane Balk, Bob & Sharon 4445 Oakview Lane Kraft, Patrick, 4345 Oakview Lane Cote, David & Zandra Cote, Daniel & James Langfus, Brad & Tess 12420 46th Ave N 4800 Quinwood Lane: Drabczak, Bob & Sandra Lund, Steve & Sandy 12794 45th Ave N 4613 Rosewood Lane DuMay, Jeri Macalus, Sam & Cheryl 12400 43rd Ave N 4505 Quinwood Lane Erickson, Greg Mueller, Robart 4435 Oakview Lane 4612 Rosewood Lane Ferry, Steve Seby, Terri & Amanda 4285 Oakview Lane 4925 Pineview Lane Fletcher, Douglas Nimmo, Suzanne & Tom 4560 Norwood Lane Nimmo., Andy & Tommy 4545 Quinwood Lane Fox, Patrick 13025 45th Ave N Pottebaum, Denny &glary Jo 12910 43rd Ave N Gehlen, Joe_ 4335 Oakview Lane Py#. -a, Debra V-'365 46th, Ave N Giunnette, Marian 4425 Norwood Lane Sather, Jay 1774 Magnolia Lane Gross, Sues & Peter 4555 Quinwood Lane Schocher,'Rob 4300 Oakview Lane Gruenke, Steven 4415 Oakview Lane Simula, Steve 4525 Quinwood Lane Hartmann, Bruce & Pah 4570 Quinvood Lane Skow, Michael & Kathy 4540 Quinwood Lane Haugen, Teresa 4509 Rosewood Lane Sotebeer, Dennis 4490 Quinwood Lane Hart.os, Gregg 43420 Oakview 'Lane Stein, Jeffery 4580 Norwood Lane Svendsan, Randy`a Amy 12620 A th Ave N Tiaaan, Zruce 6 Karen Tiamn, Jsacaca, b Janna 4550 Quinwood Lang Tobatman Howard i Debbie 12860 46th Ave Ni Trader, Donna 4612 ;Rosewood Lane Vanek,, Wes 4835 Oakviev Lana Mr. Eric J. Blank, Director Parks and Recreation City of Plymouth 3400 Plymouth Blvd. Plymouth, MN 55447 Dean Mr. Blank; The purpose: of this letter is to make a formal request that the Swan Lake Neighborhood Park constracticn. not be started until adequate and reasonable access from the Scheldt Lake Hills development is obtained. As I explained to you by teleoxm in early March, and again: to you and the Park Conenssioners at the first meeting on March 29, the only access from Schmidt Lake Hills is across my property. I have evexy reason to believe the foot traffic the park would generate would twxiously invade the privacy and serenity of ply home. I can certainly see (`mow the ex s;twr and. maintenance of this park would enhance the area and give an opportunity for pleasurable outdoor recreation for present and future residents. My appeal to you, the Park Cmmissioners, and the City Council is to give consideration to me and the residents of the Schmidt Lake Hills; area before corstructon is started. sincerely yours,,; ..-" f z L P,. Wra. Arendt 12525 45th Avenue North Plymouth, ,MJ 55442 559 550.5 (home) 541 - 5600 (office) cc: Park Commissioners City Council Members Residents of Schmidt Lake Hills i 1 April 3, 1990 Mary Hustad 17200 27th Ave N Plymouth, MN 55447 Dear Mary I received, your memorandum dated April 2nd with; regard to Shiloh Park. From the, looks of it, you have done a lot in a short time on. this project.. You've corresponded directly with all members of the City Council., therefore, I_will make copies of the correspondence and submit it to the members of the Park and Recreation. Advisory Commission. I'm sure the City Council will be discussing this natter in the near future and will give staff some direction on how they wish to proceed. Once the City Council has given us direction, I will contact you at that time, Thank you for your time and interest in this matter. Sincerely, t,,- 64.,o Eric Blank Director of Parks and Recreation EB/np cc: City Manage* PRAC 3400 PLYMOUTH BOULEVARD, PLYMOUTH, MINNESOTA 55447, TELEPHONE (612) 550.5000 MEMORANDUM TQ: Mr'. Eric Blank Mr. Frank: Freels Mayor of Plymouth Fr. Ken Bergman Mo., Carol Hellywell Mr. Lloyd: Rickes Ms. Maria. Vasiliou Mr. Bob Etur, FROM: Mary Hustad 17200 27th Avenue North Plymouth, MN 55447 475-2669 DATE: April 21 1990 SUBdEC,T: Shiloh Park Pursuant to my -telephone conversations with a number of you, I am enclosing the signed Petitions requesting new playground equipment and some ;sports facilities. As you can see, the response was very favorable for a new park. Out of all the homes contacted, only two homes responded in a negative manner. I have also enclosed the petition that was signed by people opposed to the park. As I stated in my conversations with you, the current park was constructed with the idea and hope that no one would play there. The equipment installed was minimal and the location disasterous. Every time it rains, the current playground is under water. Thus, the small number of children that do use the playgroundare denied access. A park that no one uses is useless., We Need more and newer playground equipment installed in a better, location. we need sports facilities for the older children, i.e., a baseball and soccer field.. We need to design a pack that, can be used by all age groups. This issue has not been addressed singed the park was first constructed in the late 1970's. We need' to do something immediately. Please review the enclosed petitions and advise me of what actions will be taken. I await your reply on this issue. PETITION v-,%, , me unaers gnea wouL %.v 11— as—w • •••••.•.•• •• - - i+istalled in a new location at Shiloh Park, along with a.baseball diamond and soccer field. We want to work with the Director of 1'irks and Recreation to design.a Park that. is enjoyable for all xye groups that inhabit the neighborhoold. ADDRESS TELEPHONEf L b,nb r: 60 1 YC G tfe I 7 73 s :.3rdd-Ao,. A 7l6 -o& l ` ' 1 _ N, '1_1`5- ZS3C'.j jam - 0 1, a J l r i PETITION the undersigned, want to have new playground equipment installed -in a new location at Shiloh Park, along with a baseball Ii,amond and soccer field. We want to work with the Director of 11:irks and Recreation to design a park that is enjoyable for all cue groups that inliabi: the neghborhoold. ADDRUSS TELEPHONE # of t ee,,t 7r "o 171 F'q 1 .1, -S :7 r eve PETITION j " t _•, LIxe undersigned, want to have new playground equipment t? iiistalled in a new location at, Shiloh Park., along with a baseball x;2,5 o i amond acid soccer field. we want to work with the Director of I'.krks and Recreation to design a park that is, enjoyable for all z<c'e groups that inhabit. the neighborhoola. it J 6 11ML; ADDRESS TELCPI.I C- C IO / i y l s 6. II. PETITION r , the undersigned, want to have new playground equipment i istalled in a; new location at Shiloh Park, along with a baseball cli,amond and soccer field. We want to work with the Director of Y irks and Recreation to design a park that, is enjoyable for all age groups that inhabiL the neighborhoold.. VAME ADDRESS TELEPHONE # t.ca.: a '• j f c c". moi •1'I I a 1 a 3. t a G/f C 4 n 41/ /Ve 1 1 PETITION the undersigned, want to have new playground equipment 11istra,lled in a: new location at Shiloh Park, along with a baseball diamond and soccer field.. We want to work with the, Director of irks and Recreation to. design a perk that is enjoyable for all r,qe groups that: inhabit: the neighborhoold. ADDRESS TELEPHONE # aao _Ll +r1 "el`- Z11- 0 w 1 7 •I1 t (lel../• K/Mi' ON rf .tetP;R ISY V 75- r/S"a, Y, 7 7yk -n 1, yN, q79—OZ.50 s4,0,4 ,v7 Id:.». 7535-4v -` 1-9 oo Q ow ._ `1-13 - crio o1,2U% _ s PETITION k,3the undersigned, want to have new playground equipment` istalled in a new location at Shiloh Park, along with a baseball cl.amond and soccer Meld We want to work.with.the Director of l`'ark.s and Recreation to design a park that, is enjoyable for all age groups that inhabit the ne ghborhoold. DD[tESS LCPHONE V 3 j G. 7 1 1. 1. i 11. PETITION the undersigned, want to have new playground equipment i l staalled in a new location at Shiloh Park, along with a baseball diamond and soccer field. We want to work with the Director, of V*irks and Recreation to design a perk that is enjoyable for all ge groups that inhabit the nei,ghborhoold., ADDRUES TELEPHONE alt' 5 / -•+mac. % - 6 1 S LI fS jr15 31 i.'TIGLea , i _. PETITION 5e i the undersigned, want to have new playground equipment i vsta,lled in a new location at Shiloh Park, along with a baseball cri,amond and Roccer field. We want to work with the Director of i irks and Recreationion i o design a park that is enjoyable for all e•ge groups that inhabit the neighbor,hoold, vAME ADDRC TELEPHONE 44 S'e a ,+ a75e_ X73 - ?T7Z- Jz s _ = 1,712-5 30-- 30 tvtext 3r C ,.5 z i, the undersigned, want to have new playground equipment tz;;talled',in a new location at Shiloh Park, along with a baseball t.lamond and soccer field. We want to wort: with the Director of 1'lrks and Recreation to design a perk that is enjoyable for all Je groups that inhabit the neighborhoold. $ ADDRUSS TELEPHONE V --3/.77 1 ' 3. 1i - t 7 4 1 f •` 4.% 1. l• - ...? ' y.•- 1:• • f } t y * l lJ . -. D U/ 74 I H 7 3-` -7o L- the undersigned, want to have new playground equipment i llstall.ed in a new location at Shiloh Park, alon whithete baseball H.amond and soccer field. We want to woof I`arks and Recreation to design a park that is enjoyable for all rye groups; that inhabit the ne ghborhoold. AME AORK-U TCLCPHONE A r J L , ,G 4-7 3- Z01 76 -666 J. c 7. t 19. 1 3. 11. Marcs. 29, 1990 Mr. Eric Blank Director of Parks and Recreation city of Plymouth Dear Mr. Blank: Thank you for responding to our request for new equipment. Gleanloch Park is an ideal location for many of us although with only one swing and one slide its use is very limited. On many occasions I have driven my children to other parks that offer more variety and equipment designed for toddlers as well as older children. My question is this= if the city has a five year capital improvement program then did Gleanloch Park get overlooked in 1988' I will be glad to meet with you and discuss our -options. I have set aside time on Thursdays April 26p at 1.0s00 a.m. Please let me know if that is convenient for you. Telephone 593-5183. Sincerely, Mrs Kathy DeVinny cc: Gleanloch residents MALL A RD PROPERTIES March 30, 1990 Mr. Eric Blank Director, Parks and Recreation City of Plymouth 3400 Plymouth Boulevard Plymouth, Minnesota 55447 RE Canoe Storage at Parkers Lake Dear Eric; Last August I called you regarding the installation of a canoe storage area at Parkers Lake. At that time you ,Mentioned you had installed two of these storage facilities at Medicine Lake, only one of which was being used. Many peoples who move into th apartments and homes being devel- oped around Parkers Lake are moving there because of its proxim- ity to the lake. Naturally, the residents envision themselves partaking in various recreational activities at the hake. one of these activities we have heard a strong demand for was that of canoeing around the lake. In that the lake is relatively small and sheltered, it provides an ideal location for canoeing. By means of this letter, I would like to show Ry support of pro- viding a ro- viding<a canoe storage facility. Last fall you suggested that this was an issue to be taken up by the City Council and Park and Recreation Advisory Commission during the spring of 1990. Please call me at 893-8802 to inform me when the Council will address this issue and of any way I can assist you. Thank you for your tine and interest in this !Matter. SincerelyXours, Brian P. Carey r Project Manager BPC/snw cs Thomas L. Bisanz Kathleen M. McKenna Northland Executive Office Center 3500 West 80th Street Suite 100 Minneapolis, Minnesota 55431 6121893-8805 MEMO CITY OF PLYMOUTH P7! a 3400 PLYMOUTH BOULEVARD, PLYMOUTH, MINNESOTA 55447 DATE`: April 3, 1990, for Council Meeting of April 16, 1990 TO: James G. Willie, City Manager FROM Eric J. Blank, Director ot: Parks and Recreation SUBJECT: REQUEST FOR WATER SKI COURSE ON PARKERS LAKE 1. ACrICN FMIM IIa The petitioner, Bill Christopherson, has requested permission from the Hennepin County Yater Patrol for the temporary placement of a ski course on Parkers Lake. The Water Patrol will not issue a permit of this nature without the City commenting on the request. 2. BKKGROM: Attached to this report is Mr. Christopherson's letter outlining his request for a water ski course on Parkers Lake.. I have also attached for Council review a copy of a letter sent to the residents on Parkers Lake and one to Mr. Christopherson indicating he should appear before the City Council on April 16 to formally make his request. I annually receive numerous requests for special activities to take place on public waters within the City of Plymouth. Technically speaking, on the advice of Our attorney, we do not grant (or deny) permission for any of these activities to take place. Rather, it is our official position to notify the Mater Patrol that the City has no objection to these special activities taking place. Examples of previous requests which I have responded to favorably are: o sail boat races on Medicine Lake o ice fishing contests on Medicine Lake and Parkers Lake o water ski course on Medicine Lake I have responded negatively to a request to host a jet ski race on Parkers Lake. 3 PRIMARY ISSUES AND ANALYSIS: Parkers Lake is open to the general public as. are all lakes within the state of Minnesota. The only restriction placed on the Parkers Lake boat launch is the launching of five boats on the lake at any one time. The boats may be any variety such as 3ailing, canoeing, fishing, skiing, etc. Attached is correspondence received from residents subsequent to the receipt of Mr. Christopherson's request. Eric J. Blank, irector Parks and Recreation EJB/np Attachments Mr. Eric Blank_ Director- of Parks: and Recreat i oij City of Plymouth 3402 'r'Iymout-h Blvd-. Plymouth, w,ti 55447 Dear- Mr. Blank, I would 'Like to , regLtest permission from the City of +! j/rnou-6, i to put a portable slalom course for water skiing on Parker's Lake. 1 have contacted the dater Patrol Division of the Department of Natural Resources and they have indicated that they would issue a permit for a temoorary structure if the City of `:as no objections. perm wsior, to use a course would not result irc a crept r e.' c" extra boat traffic on the lake or noisy disturbances fr..iiaKe residents. I plan to use the Yake two or three times per week or skiing, with or without the course,, as it is a small, G=iel tared lake' without excessive `boat traffic, This makes it very e, 1ea n' for waterski ir,e and ideal for a slalom course. I would Or',Y install the course i -F winds were calm and from the r:. ht directtion. The coarse owould consist of e2 buoys that woulr be put in the lake, just prior to use and removed immediat—ely C-.rtet- :_;se. I would typically use the course for only one or two n,o;_+rs at a 4 time. It would be put along the West sl-oreline, far away fr^r a=- residences and the sw.immino beach. I can assure you that I wii1 use the course and the :.-Ake in a responsible manner. I air, fria,rried and have two daughters. eleven and thirteen years old, and we enjoy water skiing ?LS a fasni'y sport. I would appreciate-yofir consideration regardir,_ this n-attF. , if ion, please feel frae to contact Me atyouhaveanyfurtherquest 473-950., Sincerely, Om 0 off ' Bill Christopherson i S, /990 CIN OF March 30, 1990 PLYMOUR Sill Christopherson 16524 Ringer Road Wayzata,, HN 55391 Dear Mr. Christopherson: I have received your March 26 letter regarding the water ski course on Parkers Lake. This item has been scheduled for the City Council meeting of Monday, April 16, at the Plymouth City Center. I, have sent a copy of your letter to the residents living on the east side of Parkers Lake informing them of your plans. I anticipate that they will attend the Council meeting to comment on your request. I suggest that you attend this meeting also, so that you can answer any questions the Council may have. T will be out of town from April 5 through April 16, so if, you need to reach me, please ;a so by Wednesday, April 4: Sincerely, P6, Eric Blank Director of Parks and Recreation EB1np cc City Manager 3400 PLYMOUTH BOULEVARD, PLYMOUTH. MINNESOTA 55447, TELEPHONE (612) 550-5000 t C1W OF PLYMOUTI March 29, 1990 Dear fiesident• The. Hennepin County Water Patrol has received a request f.oi a water ski, course on Parkersi.ake; Before theWater Patrolwill issueue a permit for, this use, they require that the City of Plymouth comment on, the request.. I've attached a_ letter from the individual making this request, Bill Christopherson, which explains in detail exactly what, he would like to do. I have placed this item on the April 16 City Council agenda for discussion. If you would care to comment on this issue, please plan on attending this meeting, or send your written comments to us prior to Wednesday, April 11, so they can be distributed, to the City Council.. This permit, if granted by the Water Patrol, would be good for one year and must be applied for annually. hank you for your time and interest in this matter. Sincerely, Eric Blank Director of Parks and Recreation EB/np cc: City Manager enclosure 3400 PLYMOUTH BOULEVARD, PLYMOUTH, MINNESOTA 55447, TELEPHONE (612) 550-5000 April 5, 1990 We, the undersigned, oppose the granting of a conditional use permit. to Bill Christophersor for a, slalom water ski course on Parkers Lake. we are concerned that this private course on a portion of the lake would unacceptably create a safety hazard: 1) Because it would heighten the competition among the other watercraft attempting to use the remaining water surface, and 2) Because high speeds, 25-35 mph, are needed on the course there, is an increased risk for collision between Mr. Christopherson's boat and, other craft. We think this course would be safer on a larger lake where there can be: more space around it; and more clearance for Other boats. NAME ADDRESS IN /A jl IU 15 13 plx 11815 13th Place North Plymouth. Minnesota 5,5447 51 ) 47r-0185 April 5 1990 Mr. Eric Blank Director of Parks and Recreation City of Plymouth 3400 Plymouth Boulevard Plymouth, Minnesota 55447 Dear Mr. Blank Thank you for sending us your letter and a copy of Mr. Bill Christopherson`s letter regarding his request for a water ski course on Parkers Lake As Parkers Lake lakeshore owners we are naturally concerned about water traffic on, usage of and potential safety or environment hazards on the lake Admittedly, we do not knew very much about the type of water ski structure that Mr. Christopherson is requesting to install on (in) Parkers Lake., in conversations with people; familiar, with both Parkers Lake and slalom water ski courses there have arisen concerns about 1) The increased boat traffic on the lake not just from Mr. Christopherson and his family, but also from others who may see the course and either wish to use it or wish to install their owe courses or wish to install other types of structures, such as water ski jumps or what have you. 2) The size of the lake itself and particularly the area of the lake that is the requested site do not appear adequate ft-,ir slalom. water skiing, others that have tried slalom course skiing have stated that Parker's Lake is inadequate for this purpose. 3) The environmental issues that might be involved. What will this structure be constructed of? How will the structure be secured to the bottom? We have been gold that: the most popular weight system is to use engine blocks as weights.. How will the structure be installed and removed each year? Will the weight system also be'removed each year? What impact will the installation and removal of this structure have on the lake bottom, its vegetation and wildlife? 4) The safety issues that might be involved. Will this structure ruse a danger to other boats and boaters? Such as to the keels. of sailboats, to the masts of capsized sailboats or wind surfers, to the tackle of fisherman and to anyone unfortunate to fall out Of or off of their watercraft onto this structure. 5) Who will assume all the responsibility for any actual or any Potential legal or financial liability resulting from this structure or .its installation and removal? 0 2 - Because we doubt that the above questions (or the limitless other Possible questions that could be asked) regarding the installation of, the use of, the environmental issues concerned with, the potential safety hazards of, and the legal or financial, liability for the types of water ski courses, we have learned about Gould all, be _answered satisfactorily, we: ask the city of Plymouthnotto support Mr. Christopherson's request to install, any type of water ski course structure in Parkers Lake. Sincerely, mss L• (",^cu i 1 Brian and Peggy Anderson it I Marsha and Robert Videen ` 1151. Kingsview Lane No. Plymouth, MN55447 April 7, 1990 Kim M. Bergman . Mayor, .. .. . City of Plymouth 3400' Plymouth Blvd. Plymouth, MN 55447 Mr. Bergman: We are among the signers of a petition opposing the granting of a permit for a slalom water ski course on Parkers Lake to Bill Christopherson. We think the lake is too small to allow a private party to tie up for their exclusive use a sizeable: portion of the water surface. It only takes about three motorcraft to crowd the lake and begin to compromise safety. At peak times, which are weekend afternoons and many evenings, the lake is already used to capacity. We would assume that these are the very times that Mr. Christopherson would want to use his slalom course, since there is nothing in. his letter to the; contrary: As stated in the petition, allowing anyone a significant portion of the lakes surface would create a safety hazard for all. By our calculations the course itself would take up about one. -fifth or 20% of the total lake surface, not even counting room. for accelerations turn-arounds, the public swimming area, and non -`navigable shoreline. This, means that all factors considered, probably 25-35% of the lake surface would be off limits to all other craft when the course is set up. This lake has become popular for sailboards, canoes, fishing boats, and rather nonmotor or low horse -power uses. The high speeds needed for a slalom course seem incompatible with these activities. Parkers Lake should be open- to as many citizens as possible rather than allowing: it be available to only a few for their exclusive enjoyment. We appreciate your attention to our concerns. Sincerely, e' / Y//, OeO4 Robert 8 Marsha Videen Moss M. T61bert 1435:ingsview Lane North Plymouth,;Minnesota. 55447 April. 10, 1990 Eric. Blank Director of Parks and Recreation City of Plymouth 3400 Plymouth Boulevard Plymouth, Minnesota 55447 ear Mr. Blank: Thank you.for your letter informing us of a proposed water ski course on Parkers Lake. As lakeshore residents we strenuously oppose issuance of such a permit. Parkers Lake is a, small lake of some 90 acres. Often, especially on weekends, we see traffic consisting of power boats, fishing boats, jet skis and canoes all at one time.. Our concern is both the amount of traffic and the speed of that traffic. It is only a matter of time until a serious accident occurs. If high speed traffic must be allowed, we hope the City will enforce: a speed limit. We are additionally concerned with the jet ski traffic. Jet skis are accidents waiting to happen and absolutely should be banned. Not only are the. machines unsafe (there is a national movement to make them illegal), but most operators display little regard foe safe boating, and thus are a constant nuisance to fishermen, canoeists and other boaters. We feel the City of Plymouth should be more encouraging of slow boat traffic, perhaps by providing canoe and paddle boat rentals at. the pavillion, Such action would also,go a long way in protecting the: environment and wildlife in the area. Specifically, the west side of, the lake is a breeding area for snapping and box turtles, and motor boat traffic in that area has disturbed their environment. It is not uncommon to have turtles wash up on our shore, dead from propeller wounds. For those reasons we encourage the City to deny any permits for additional motor boat traffic on Parkers Lake Thank you for requesting our input. We compliment the City for the beautiful work done on Parkers Lake. Many more people. are enjoying it and we hope the City will continue to keep it safe and environmentally iecure. Very truly yours, 41 Ross M. Tolbert CLINTON AND SHERRY HARLANDER 14810 13TH PLACE NORTH PLYMOUTH, MINN. 55447 APRIL 11, 1990 i COUNCIL MEMBERS ERIC BLANK DIRECTOR OF PARKS AND RECREATION 3400 PLYMOUTH BLVD PLYMOUTH, MINN. 55447 DEAR MR. BLANK AND COUNCIL MEMBERS I LIVE AT 14810 13TH PLACE NORTH AND HAVE LAKE SHORE PROPERTY. I HAVE DISCUSSED THE PERMIT APPLICATION WITH YOU AND MUST EXPRESS' MY OPPOSITION TO RESTRICTING A GOOD PORTION OF THE LAKE FOR THE BENEFIT OF A FEW. IT IS NOT THAT I: AM OPPOSED TO THE USE BUT I AM OPPOSED TO THE LACK OF USE BY OTHERS THAT THIS PERMIT WOULD CREATE. I BELIEVE THAT THE LAKE IS TOO LOW AND TOO SMALL TO APPROVE A PERMIT WHICH WOULD DEDICATE A SUBSTANTIAL PORTION OF ITS USE FOR ONE PURPOSE. REALISTICALLY, BECAUSE, OF THE.DOCK ON THE WEST AND THE. WEEDS, THE COURSE WOULD LOGICALLY MOVE TO THE CENTER OF THE LAKE. THE COURSE IS, 800 FEET LONG AND WOULD REQUIRE ADDITIONAL AREA FOR.TURNING AND RESTAGING, THAT IS SIGNIFICANTLY OVER 1/2 OF THE SHORELINE. THE 'HIGH SPEEDS AND WAKES GENERATED BY THE BOAT WOULD ADVERSELY AFFECT THE AVAILABILITY OF AREAS FOR FISHING, THE SWINNING BEACH, OTHER BOATERS AND JET SKIIERS AS WELL AS THE WATERFOWL. MANY DAYS THERE' ARE 3-5 FISHING 'BOATS ON THE LAKE. I SEE THIS PERMIT AS SACRIFICING THE GOOD OF THE MANY FOR THE BENEFIT OF THE FEW. I FEEL THAT EVEN THE BIKING, JOGGERS,, WALKERS AND SITTERS WOULD BE ADVERSELY AFFECTED BY THE. SLALOM COURSE. THE PERMIT, IF IT WOULD BE ISSUED, WOULD PUT RESTRICTIONS ON THE REMAINING PORTION OF THE LAKE AND INCREASE'; THE DENSITY OF BOAT TRAFFIC WITHIN A SMALLER AREA. IT IS MY, UNDERSTANDING THAT THE DNR.HAS REGULATIONS FOR OPERATING A BOAT WITHIN A CONFINED AREA AND LIMITS ITS USE TO 1/.2 HOUR.. I SEE PARKERS. LAKE AS A PLACE.TO GO FOR ALL THE RESIDENTS OF PLYMOUTH. LETS KEEP THE LAKE AND ITSSURROUNDINGSOPEN FOR:ALL ACTIVITIES, BOATING, SKIING, FISHING, SWIMMING, WALKING, JOGGING, ETC. THERE IS A PLACE AND A TIME FOR EVERYTHING. PARKERS LAKE IS NOT THE PLACE AND WITH THE LAKE. LEVEL AS IT IS, IT IS NOT THE TIME FOR SLALOM COURSE. ECT'U u ,y l JI SHE HARLANDER c.c.-=•City Manager of riymouz asctt Aunil. 1, 3,990 fes Mr. Eric Plank Director of Parks and Recreation: Y> City of Plymoutjl 3400 Plymouth Blvd Plymouth, Mh . 554:3 Hear Mr. Blankt ' I have resided at the present address since Novemocr, 1950. I have seen a; lot of history in that time and a lot of chanes reczardinc; Parters Lake. The Minneapolis Workhouse was letting their sewer water run into the lake. The nei;htors joined forces and made them make two evaporation rvols.. When it rained excessively, the pools would run Over and into the la'ire.. Finally, when the sewer was put 1.r.,to our area, they were also hooked up. The lake cleansed itself gradually as it is spring fed. We had fish again along with turtles, frons, etc. It was beautiful. The lake itself came up quitc hi-oh. One of thrr old neighbors told me the. ' lake was 75 feet deep at one time. Then carne the nit wits. First one man was alloy°ed to move a too story house when we has an ordinance for one story structures. He had a garage in the basement facing the lake. Then they allowed another one to wild a home almost into the lake and not on !sigh enough land. Consequently, Plymouth had to spay $10,000.00 to &ra4.n the la,tte down grinding all, the fish, frogs and turtles making a titin)-in^ Tess. The Swedes in :he territory wanted green lush grass and had rut fertilizers on their lawns and it ran down into the lake filling it with weeds we never hada This went into Gleason Lake alone with the excess water they were pumpin into it. This ruined Gleason Lalte. Then Plymouth constructed an outlet so the excess water in Parkers Lake could run out into other areas. Now the lake is at an all time law so that with water s%iers and boats With motor, churn the lake 'up and the weeds float into out bay area. I raked my wool head of,f for severs ;,ears alone with the neighbors trying to ;deep the bay Clean. There are two fainilies living on, the lake that water ski. One is Miss ;-eterson and the other is a man who teaches water s,cin . They start in the later part of the afternoon and continue until it tja-t: e ric some days. No other person can enjoy fishing or canoe Loatin It is to beautiful i4 this area, but people seem to enjoy runing it, for others, tt+inking only of their own, pleasures. The ice went out can the lake yesterday, and in the afternoon two persons on thesce water scootsrn were goini round and round. Now ;r. Christoph rson's ruque:at r.00zn't seem unreasor;able, but with the ,cr&ons residing on this lake ch rninq it up, filling the neighborhood with their laue meter boats and' skooters, I thine. we have enough noise polution ar.5 disruption on t!! s lVixe I am asking,, you to turn toi: fcll,ot, doAorn - . ere arc encu;; : kater t-%i ra on th.cT l,:,kc aS.= it is. There, are a fele ihoil: VC s i!u1. c9 1: fish a:10 are slowly --ut Eure'31V`c`iC'i: ''?i r:? lc^L, out. MR Q " Sincerc•ii yours, HWAM 11N11C:Ni1y April 30 1990 Rick Busch City of Plymouth Parks and Recreation 3400 Plymouth Blvd. Plymouth, MN 55447 Dear Rick: On behalf of the New Hope/Plymouth Athletic Association's Hockey Comittee, I would like to thank you for your fine assistance in outdoor ice scheduling, maintaining appropriate communications, and assuring qualil, 11 outdoor ice. Please thank the appropriate individuals who assured the excellent outdoor ice in light of poor weather conditions. All coaches comented very favorably on the fine ice which was provided this year. You are to be comeended for a job well done. 1, appreciate all your efforts this past season and look forward to working with you in, the future. Thanks Jae.Kielkucki, NHPAA Hockey Committee Chair JK:kw. cc: Jeff Herstein, President - NHPAA Mayne Anderson, NHPAA House Hockey Comissioner i i ae s , Fact sheet compiled for PWYBA (Plymouth/Wayzata Youth Baseball Association) by Mary Norton, Executive Board Community Liaison. Plymouth population is currently what was projected for the year 2000.. With that in mind the Comprehensive City Plan included the need to build balifields in 1990 with fewer projected than actual citizens. Translation -lots; of extra people, too few fields. District #284 population projections grow from 6681 in 1990 to 10,377 in 2000. Presently 30% of the school population participate in basebalVsoftball. We have grown steadily at the rate of 20% for the past 4 years. Translation. 2010 youth in 1990 to between 4000 and 5000 in the year 2000. Example: this year 7-8 year olds grew 2 teams or 30 additional, 9-10 year olds grew 4 teams or 60 additional, 11-12 Year olds grew 4 teams or 60 ad: "itional.. Each team needs practice time of 3 hours minimum perweekand depending on the level two to three games per week. Where maximum field usage is questioned know PRAC sees a need to ` serve the citizens as well as organized sports with field usage. When you see an empty field it is due to the fact a permit was denied for that time. PWYBA complies with the City's recommendations/guidelines. This year the Park Department has expanded on the hours permits were issued for. Please note that at no time has PWYBA refused to use fields on weekends for parents convenience. We have no facility in Plymouth available to the youth to host a tournament in a tournament setting, We are using the fields to the maximum this year.. Rick Bush is doing all of our scheduling to get the ultimate results of fields available. We need to plan for today and the future. We are communicating and cooperating as a PWYBA Board, District # 284 and the Plymouth Park and Rec Department. We have left no leaf unturned. We have definate needs doccumented in the Comprehensive Plan and validated by our numbers, We, PWYBA, would like you to commit to the Baseball/Softball youth of Plymouth and build a 4 ballfield complex at thesiteof your choice within the City Limits. April 19,1994 To Plymouth Parks and Recreation Advisory Commission, The residents living in Swan Lake want to go on record stating that, we do not want an active neighborhood park. We prefer to have walking paths and natural landscaping. Placing play structures, backstops, picnic tables,; and off road parking on Swan Lake would ruin one of the few neighbor- hood wild life areas in Plymouth. NAME/ADDRESS n f 2 • Vis•, ,; 3. A-4j4j S Z&u,,-j5. I j/f/ ry) 1 {. p / yrs off/} 6. 7. 8. 461 Pet-^ion for Swan Lake Park Continued) Page. 2 NAME/ADDRESS 12 13 14. 15. r 16, 17 Y J 19' . li` t, to t` {. i v 4 in 20. 21 Vi k t.t. 4 2 x u . 4 April 17, 1990 Mr, Eric Blank Director of Parks and Recreation i City Of PlymoUth 34,00 Plymouth Boulevard Plymouth, MN 55447 Tear Mr. Blank: I am writing in regard to Swan Lake \leighborhood Park, currently planned for development during 1990. 1 would like to thank you and the Par]< & Recreation Advisory Commission for the time you have pint. into the development: of this park -- as evidenced a"- the last meeting, my neighborhood is very excited about our new park. I also want to let you know about concerns wr have regarding the location of the planned parking. We believe the parking should he planned for the south side ofthe park for two reasozas, if the parking is loc., _:ed on the north side of the park-, it will take up too large a portion of the active area of the park. 2) We are concerned about the safety of children playing in the active area of the park if the parking is located in that same area., As -the mother of three pre- school boys, t know how quickly children can disappear'. Thanks again for the work you have put into the park. Sincerely Suzanne N immo 4545 Qui.nwood,Lane Plymouth, MN 515442 EXISTING ;PARK PARK_a 3o Pa DATE ACQUIRED PARK NAME 5oIL-ON PRESENT CLASSIFICA'LON N ACREAGE 13.3 LOCATION PICTURES Roll Picture k 11 To Z A. RECREA ZONAL POTENTIAL 1 Conservation C,ul tura Ornamentation ( A15 Recreation ( 30 zl Reserve ( %) B. LIMITATIONS/RESTRICTIONS Encroachment: Adjacent Land Uses-: Access MN Y TSV hLGj t'bltJ'i' Topography SWP%N(o I 60Mt,1A C. NATURAL FEATURES Vegetation: wivvLW4I wfl'#+V fow-ftp by rote Soils: .h'Y`i' ArR,o rD ?0900-7 Wildlife and habitat D. SPECIAL CONDITIONS Drainage: ONO- `M Post? Access Foot: '1 Access Vehicle; Water Storage/Fluctuation: 4'P+ to fliNV 1I V'( `-btJ( PARK A 36 fb DATE ACQUIRED PARK NAME &'Wpi 4V4 PRESENT CLASSIFICATION N r - ACREAGE b,9 LOCATION N •'E. Y4 or- P"ICTURM Roll Picture a ?A To No r A. RECREATIONA. POTENTIAL Conservation ( 1S t) Culture ( s r- Ornamentation ( 10 %) Recreation ( IS S) r Reserve I s) 6. LIMITATIONS/RESTRICTIONS Encroachment: hDfOQ'Z.b V UWaV DN 5 Adjacent Land' Uses.: lid -O rdt-' Access. Topography: %PMNh C. NATURAL FEATURES Vegetation : OA1Li W 1wO0W 1 1tx owtg-1 SVMAL Glk'T I'Aty rSo i Is: OR P-I L `tom V kRa Prsl. Wildlife and Habitat z X/tih vywoe- D. SPECIAL CONDITIONS Drainage: fttL- -M H*06* hfth Access Foot: &Cop Access Vehicle: Muter Storage/Fluctuation:1.• ATTIC' P1' E. DEVELOPMENT PROPOSALS Program Opportunities: W,4Z01Rt V-*cND IV NOP"iti w Program Constraints TDPOfiH N'Y ht t V'r.1iE ''!"1"i0N MEMO CITY OF PLYMOUTH 2,400 PLYMOUTH BOULEVARD, PLYMOUTH, MINNESOTA 55447 DATE: April 3, 1990, for Council Meeting of April 16 TO: James G. Willis, City Manager FROM: Eric, J. Blank, Director of Parks and Recreation SUBJECT: FEASIBILITY REPORT BASS LAKE PLAYFIELD/PARKERS LAKE PLAYFIELD 1. ACTION R te: Brauer and Associates has completed the feasibility report -cost estimates for the Bass Lake and Parkers Lake Playfield sites, At this time, it is necessary for the City Council to give direction on how to proceed with regard to these two projects. 2. BACKGROUND: The approved 1990 CIP planned for the development of the Bass Lake Playfield/Neighborhood Park. Because the Wayzata Youth Baseball Association has expressed concern ovsr Additional baseball facilities within their school district area, the City Council authorized feasibility report on both the Bass Lake and Parkers Lake sites. The City's consultant, Brauer and Associates, has completed those two feasibility -cost estimate reports, and they are attached for Council review. A concept plan for each site is also attached. These concepts are done for cost estimating; only and are not meant to be the final plan. The cost for _developing the Bass. Lake site, excluding a shelter building, is estimated. to be approximately $911,588, and may include the following facilities:• o two parking lots o one hockey rink o one pleasure rink o two soccer fields o one 90' baseball fiald 0 one baseball/softball field o four tennis courts o -one basketball court o playground This cost estimate does not include design, engineering and other miscellaneous items. These items will add an additional 10-11X to the project.. Only lighting of the parking lot, hockey rink, and tennis courts is included in'ihis base estimate. FEASIBILITY RLPORT'- BASS LAKE/PARKERS LAKE PLAYFIELDS Council, !Meeting of April 16, 1990 Page 2 The Parkers Lake coat estimate is based on the following facilities: o two 90' baseball diamonds o one baseball/softball diamond o one large soccer field o four tennis courts o one basketball court o one hockey rink o parking for 195 cars With lighting, similar to the Bass Lake facility, the estimated cost of the Parkers Lake facility is $1,325,786. As of January 1, 1990, the park Dedication fund has an unencumbered balance of $1,162,668. The estimated cost of other projects proposed for construction in 1990 include: o 46th Avenue trail $32,000 o Swan Lake Neighborhood Park. $160,000 o West Medicine Lake trail $23`.',439 o baseball field improvements $10,000 TOTAL $435,439 Based on these project estimates, it appears that there is a fund balance of approximately $727,229 available for a playfield project. It is apparent that there are not adequate resources within the Park Dedication fund to commence work on two different playfield sites during the 1990 year. In fact, we do not have the resources to build one playfield without phasing the project. The items which could most practically be deleted from phase one construction are: a lighting of baseball and softball fields o tennis facilities o hockey rink o playground If all of these items were deleted, the phase one development of the Bass Lake Playfield, for instance, would be approximately $819,748. This includes 10% for ,design and 5E for contingency. 3. PRMW ISSLES AND ANALYSIS: Some of the issues for the Council to consider are as follows: 1. Decide which site they wish to proceed with at this time and direct staff to make the necessary arrangements to proceed with the project. 2. Refer it to the Park and Recreation Advisory Commission for further review and recommendation. Explore additional funding which may be available in order to totally complete the development of one site, or begin work on a second playfield site. FEASIBILITYREPORT - BASS LAKE/PARKERS LAKE PLAYFIELDS Council Meeting of April 16, 1990" Page 3 4. The Council should give some direction on what kind of citizen involvement should be solicited in the design of this facility, i.e. should an entire driving neighborhood be given written correspondence, or would more localized communication with those people in the walking neighborhood be more appropriate. 5. We are starting to face timing problems on this project. Lt is questionable at this time if the grass fields would be ready for use the summer of 1991. 4. HENDATIMS AND OONCUSIGM: I recommend the City Council direct staff to proceed with the planning for the development of the Bass Lake Playfield site. only. I also suggest that the City Council set a funding level for the project with which they are comfortable. I would further recommend that the City Manager be authorized to negotiate a contrast with Brauer and Associates for the development of the plans and specifications for the construction of this playfield site. This contract would be brought back to the City Council for review and approval. This recommendation is in concurrence with the Park and Recreation Advisory Commission's recommendation for the 1990 capital improvement programa 9. &Ixt Eric J. Bank, Director Parks and Recreation EJB/np Attachments April 10, 1,990 Mr. Eric 'Blank Director of Parks & Recreation CITY OF PLYMOUTH 3400 Plymouth Boulevard Plymouth, MN 55447 RE: Bass Lake & Parkers Lake Playfields Construction Cost Analysis B&A #E90-22 & #90-23 Eric: Enclosed you will find our completed Construction Cost Analyses for construction of the Bass Lake and Parker's Lake Community Playfields. Each analysis includes a complete description of the materials and methods anticipated for use in the project. All unit prices were verified with current contractor prices for similar work. The Bass Lake playfield estimate was based upon your existing park concept plan. For the Parker's Lake playfeld a conceptual park plan was developed, a copy of which is enclosed with this letter. Should you require anything else please call me. Sincerely, BRAU'/bCIATES LTD. Watson Preent, R.L.A. ch r J s' 7901 Nng`Cloud Drive, Eden Prairie, MinnesotA 55344 (6132) 941-1660 COSTESI IMlATE BASS LAKE PLA IELD City of Plymouth PROJECT DESCRIPTION Protect Overview The following estimate relates specifically to the anticipated development costs associated with developing the Bari Lake Playfrald located between Pineview Lane and County Road 61. The cost estimate Is based on: the Master Plan provided by the City which illustrates the site layout, grading, and property limits. a listing of the facilities and site amenities along with desired construction standards. The site is approximately 24 acres. In overall size. Development is orientated' toward an athletic type facility featuring: two soccer/football fields one combination 75` baseball/60'soltball field one 90` baseball field four tennis courts one basketball/hardcourt area one hockey rink a pleasure skating area a children's play area/structure extensive internal trall network two parking lots a shelter/warming building Description Of Site facilities And Work Items Removals The anticipated removal items include: the removal of a fair amount of barbed wire farm fence with wood posts which traverses across the site in various direcDons. the removal of a couple of old farm buildings (50'x 80' wooden animal building and 10'x 10' shed). the removal of trees and brush on the eastern edge of the site near the small parkinglot- the removal of woody plant growth around the site (typically less than 2' in dia.). Carthwork The anticipated earthwork Is based on: the grading plan developed as part of the Master Plan provided by the City. the soil borings provided by the City which depicts the anticipated soils in various areas of the site. anticipated soils expansion/compaction characteristics based on available soil boring information. Topsoil quantities are based on the assumption that 6' of topsoil will be stripped from all disturbed areas on site, stockpiled, and respread to ,a minimum of 6' settled depth. Since some areas of the site will ultimately be hard surface, aggregate, or perhaps modified topsoil, it Is anticipated that an excess of stockpiled topsoil will result. This excess will simply be used as additional topsoil coverage in selected areas of the site. Based on the assumption that the .soccer/football fields will have 12' of modified topsoil, a computer generated earthwork quantity take -off of the current grading pian indicate that there will be a significant 1 M 1 imba`anc e. In earthwork, resulting in an ex-oss of excavated materials. The earthwork quantity breakdown. Is as follcm#s: Antics f ated common excavation quantity: 51,120 CY Anticipated common fill gmrAltyt 43,460 CY In order to alleviate this condition, It, is recommend'4 that the current grading plan be adjusted whereby an ori -site earthwork balance can be achieved'. For the purposes of this estimate, a 'theoretical" computer generated earthwork balance was calculated, resulting in an overall on-ske cut and f3l balance of approxin ately 60.004 CY. In general, this balance can be achieved by raising the grades across the site by about 12". Utilities The anticipated utility work includes: the development of an on -she detention basin or pond to control water run-off. Although it is anticipated that the actu-A location and/or size of the basin/pond may be revised during design development, k will most likely not be eliminated. As such, the necessary structures and work items associated with the development of a detention basin/pond are included in this cost estimate. storm sewer pipe and culverts as Illustrated on the pian. 18" dia. pipe was selected for estimating purposes. This will have to be evaluated as part of design development to assure proper sizing. a water control structure associated with the detention basin, catch basins and manholes in locations illustrated on the plan. 4` sanitary sewer line from Pineview lane to the shelter building. 4" water line Vrrom Pineview-Lane to the shelter building.: electrical power line from off-site location up to the shelter building. This will include a transformer the actual size will have to be determined as power needs are better understood during design development), 1n some cases;. the City is responsible for this cost while in other cases they are not,. depending on the particular circumstances. The anticipated costs for this service will h ' ,-.i, -led In the estimate at this time. Site lighting for individual site facilities will be as part ef the a' 4W' - . old schedule. Soccer/Elabail Fields The cost estimate for the soccxr/football fields will be based on the following parameters: a combination fonW/soccer goal which features a cross -bar and uprights for football and a.cross- bar and net structure for soccer (2 per field - permanently mounted) a complete Irrigation system, on an individual field basis (i.e.- the cost associated with irrigating the areas surrounding specific fields will be a separate cost item listed under MISCELLANEOUS. 12" of modified topsoil consisting of 80% selected Imported sand (low P.H.) and 20% topsoil stockpiled on site. It is anticipated that the topsoil will be mixed, pulverized, and screened on-site. underdrainage (6' perforated PVC) in combination with modified topsoil. 2 player's beeches (151 field lighting at a lever appropriate for recreational use will be listed as an alternate under a serrate sectionFor purposes of this estimate, the cost for lighting has been determined on a per field basis whereby each field is considered as a separate entity. In actuality, there may be an opportunity to lager the actual lighting costs if the fields are butt in conjunction with each other and/or other site facilities, an alternate will be listed relating to an artificial surface on one of the soccer/football fields. The surfacing will consist of a synthetic material over a compacted crushed limestone base. (Product example: Omnic ouurt Surfacing by Sporttec).Since this type of surfacing will have to be protected from non -pedestrian traffic, a 3'-6" high chainlink fence around the field will be included as part of this alternate bid schedule. Combination 75' Baseba11j60'Softball field 2 The cost estimate for the combination 75' baseball/60'softball field will be based on the following parameters: a crushed limestone aggregate Infield (6* compacted depth) sized for both softball (6o` baseline) and baseball (75' baseline)., 300'W lure: 10' wide crushed limestone aggregate warning track along outfield fence. a large hooded backstop, complete fit dV around the field, including: a) 6' high forIt-line fencing frm backstop to 10' beyond 75' baseline. b) 3'-6' high foul-Ikte fence from 6' fence to outfield fence. c) 6' high outfield fence (with foul poles). r- 18` wide (4' thick) concrete maintenance strip in conjunction with the backstop and all perimeter fencing. a complete Irrigation system, on an Individual field basis (i.e the cost associated with irrigating ti,e areas stxrounding specific fields wM be a separate cost Item listed under MISCELLANEOUS. a 6' wide_atrip of sod along aggregate Infield surfacing and a 2' wide strip of sod on both sides of the maintenance strip. remak tp field area to be seeded and mulched. 2 five -row bleachers with concrete pad (50 seats, each), 2 player's batches (15) field lighting at a level appropriate for recreatkxnel use will be listed as an aRemate under a seoarate section. For purposes of this estimate, the cost for lighting has been determined on a per field basis considered as a rate amity. In actuality, there may be anopportunitytoLechfieldisconsid _ ItYwherebysapsIhr lower the actual lighting costs If the fields are built in conjunction with each other and/or other siteb facilities. an alternate will be listed relating to sodding the entire outfield area in lieu of seeding. 90` Baseball Field The cast estimate for the 90' baseball field wN be based on the following parameters: a crushed limestone aggregate baseline (6' compacted depth) sized for adult baseball (90' baseline). 325' foot lite and so' center,9eld. 10' wile cnushnx limestone aggregate warning track alone outfield fence, a large hoodedbackstop. complete fencing around. the Heid, including: a) 6' high foul -line fendnrj from backstop to 10' beyond 90' baseline. b) 3'-' high foul -lite fence from 6' fence to outfield fence, r;l 6' high outfield fence (with foul poles). an 18' wide (4' thick) concrete maintenance strip in conjunction with the backstop and all perimeter a complete Irrigation system, on an individual field basis i.e.- the cost associated with irrigating the areas surrounding specific fields will be a separate costItem listed under MISCELLANEOUS. a sodded infield area, a 6' wile strip of sod along aggregate baseline surfacittg and a 2' wide strip of sod on both sides of the maintenance strip., remaining; field area to be seeded and mulched. 2 five -row bleachers with concrete pad (50 seats each). 2 players :benches (15') Feld fighting at a level approp iato for recreational use will be listed as an alternate under a separate w loan. For purposes of this estimate, the lost for lighting has been determined on a per field basis whereby each field is considered as a separate entity. in actuality, there may be an opportunity to lower the actual lighting costs if the fields are built In conjunction with each other and/or other site facilities an alternate wltl be listed relatkna to sodding the entire outfield area in lieu of seeding. The cost estimate for the tennis courts/hardcourt will be basest on the following; parameters. 3 1/2' asphalt surfacing (two IWtS) with 0' crushed limestone base. 10' high chakllink perimeter lancing constructed to handle future windscreening fabric. top quality net and posts. 3'-V high chaWink perimeter fencing, around basketball court, color -court surfacing (in basketball court area also). 2 heavy duty basketball goats 4 benches (8'long) tennis bounce board (W high x 24' long). an t 8' wide (4" thick) concrete maintenance strip in conjunction with the backstop and all perimeter count lighting at a level appropriate for wreational use will be 1 @dLiift a dam bid under a separate lotion Hockey Rink The cost estimate for the hockey rink will be based on the following parameters: permanently mounted boards as per detail provided by City (steel posts/wood plauft/chainlink fencing; both ends); 85' wide x 200' long. 2' wide sod strip along outside of boards. seeded inside of rink (no irrigation). rink lighting at a level appropriate for recreational use be listed in the base W under a separate section. Skating Area The cost estimate for the skating area will be generally Included as part of other work items, including:: grading will be considered as pant of the overall site grading estimate. seeding will be considered as part of the rwn-Bald seeding areas. lighting wilt take advantage of the hockey rink lighting standards and as such wit be included as part. of hockey rink's, "Ing estimate. Children's Play Area The cost estimate for the children's play area will be based on the following parameters: a moderately sized play structure encompassing an area of approximately 65' x 80. W x 18'' owticai concrete curb V of select, washed pea -gravel. a total of 4 benches (6' long). underdrainage (4" perforated PVC) Internal TM detwork The cost estimate for the Internal trall network will be based on the following parameters'. 10' wide trait throughout, 20 asphalt, surface with 6" crushed limestone base. 2' strip of sod along each side of path. centerline paint striping. parking Lots The costestimate for both the small and large parking lots will be based on the following parameters: 3• asphalt surfacing (two lifts) and W crushed limestone base. 8618 concrete curb and gutter. lighting at a level appropriate for a parking lot setting w11 be listed in the base bid under a seggirate 1 r strip of sod behind all curb lines. MiscelitntQUL There a,, -e a variety of work items which are not directly attributable to a specific facility and as such aro listed separately. These work items includes: hike racks trash receptacles (permanent mount), park benches (permanent mount) picnic tables (permanent mount with 8'x 8' concrete pad) non -field related Irrigation system, Lr, The cost estimate for landscaping (and non -field seed/sod) will be based on the following parameters: since a lands -caping plan does not exist at this time, we will use a budget figure for landscaping trees/shrubs) based on previous experience with similar park settings: seed/sod estimates will be provided under the landscaping division for all areas not previously accounted for with respecA to other site facilities. Shetter/W nni a Buldina The cost estimate for the shelter/warming building will be listed under the alternative bid schedule and will be based on the following parameters: overall site of approximately 1000 sq. ft. restrooms. anal storage room. combination meeting/warming room-- full utilities (sewer, water, electricei). PROJECT COST ESTIMATE OVERVIEW The following coat estimate has been broken down by either work kern or, Individual facility. In as much as possible, the estimate will be broken down by individual facilities whereby the estimated cost for any given facility can be determined. Work items which are not, directly attributable to a particular facility, such as removals, earthwork, general utilities, etc., will be estimated on an individual basis. The cost estimate will be formatted to include: a divisional heading, such as removals, earthwork, recreational facilities, etc. an individual work kern breakdown for each division. type oaf unit for each work kern, such as cubic yard, square yard, etc. estimated total quantity of each work kern on a ix* basis. estimated installed unit cost for each work kern. The unit costs have been established through: a) cost data derived from recently completed projects which reflect the type of work and site conditions present at Base Lake Park; b) projected cost data based on industry standards; c) contractor verification of cost data. total estimated work item cost based on estimatedquantity and unit cost. total estimated cost for each division of work total estimated cost for the entire project, COST ESTIMATE BASE BID SCHEDULE DIVISION 1 REIAOVALS hemQM IMnb Unit Cost Total Cost Remove barbed wim fart fence 3.eQ0/LF 1.50 5,100,00 with wood posts. Remove 50'x 80' wooden animal 1/LS 3.000.00 3,000,00 buMing and 10'x 10' shed. Roman uses and brush on the 1.2/ACRES eastern edge of the site near the small parking (typically up to 12- dia.); Remove woody plant growth 1 /LS f around the site (typically Ins than 21 In die.). Total Division 1, - PAMX " 5,600.00 1,500.00 DIVISION 2 EARTHVMW hem Otv. /Unite _ Unit Coat Strip, and stockpile topsol, 14,000/CY 1.50 Rough Grading (common 60,000/CY 1;50 excavation and place). Respread topsoil on, non.flald 10,200/CY 1.75 areas (includes Mash grading). Screen. pulverize, and resproad' 2,550/CY 6.50 topsol on field areas (Incudes finish gradiro. Mix, pulverize, screen. and place 6,400/CY 16.50 12' settled depth of modified' topsoil consisting , of 8046 selected imported sand (low P,K;) and 20% topsol stockpiled 6,720.00 1,500.00 16,620.00 Total Cost 21,000;00 90,000.00 17,850.00 16,575.00 105,600.00 on site, (2 Heid;) Underdrainage (6' perforated 3,500/LF 3.25 11',375.00 PVC in trench) in combirmMon with modified topsoil. (2 fields) Total Melon 2 - Eordwor : 262,400.00 r rateww _ - r rra rtes Sem Storm wow - Ur diet. PVC pipe Oty/Unb 430/LF unit Cost 25.00 Taal Cost 11.250.00 and CMP culverts. Water control Structure for 1/EA 1,600,00 1,600.00 detrA tion pond. Catch be" and manholes. 3/EA 1.250.00 3,750.00 4' DIP unitary sewer Nne from 800/LF 10.00 8,000.00 Plneview Larw to "or building. 4', DIP water pipe from PlrwAsw 800/LF 12.00 9.600.00 Lane to shelter buIdIk`lQ Electrical power line with 1/EA 10,000.00 10,000.00 transformer (placed neer shelter buldin Total Division 3 - Ul Mies 44,200.00 DIVISION 4 - SITE FACRJTIES' Subdivision 4A - Soccer/ Fioolbr Fields Otv. /Unb Unit cost Totalitem Combination.football/socoeryoel' 4/EA 2,600.00 10,400.00 with. cross -bar and uprights for football and a c roes-ber and net structure for soccer (perminendy mounted), Irrigation system. 2/EA 9,000.00 18.000.00 Total Subdivision 4A 28,400.00 Soccer/Football Fields Subdivision 48 - Combination 75' 8esabd/90' SoNd Field Item gw./Unit Unit Cost Total Cost Crushad limestone anroWe 300/CY 22.00 6,600.00 infield (6 compacted depth) 10' wide crushed limestone 100/CY 22.00 2,200.00 6' high foulAw fencing from 150/LF 10.50 1575.00 backstop to 10beyond TS' baseline. 3'4' high foul- ine fence from a' 430/LF 7.85 3,375.00 fence to outfiold %nca 6' high outlteid lance (with foul 525/LF 10.50 5,512.00 poles). 18' wide (4' thick) concrete 1166/LF 00 6,990.00 maintenance OV In o0nfur ct on with the backstop and all perir it fend irtigation system. 1/EA 7.000.00 7,000.00 S' wide strip Of sod along 700/SY 2.0 1,400.00 aggregate knfleid surfacing and 2" wide strip along both sides of maintenance strip and warning track. Seed and mulch outfleld.. 1.4/ACRES 1,700.00 2,380.00 50 seat bleachers on concrete 2/EA 1.550.00 3,100.00 pod Player's benchs (15') 2/EA 825.00 1,650.00 Total Subdivision 4B - 48,282. Combination 75' Basebal/60' Softball Fkki Subdhr dm 4C - W Bwd Fold hem Crushed NmW.orw egste 280/CY 22.0 6,160.00 baseline (6' compacted 10' wide crushed lkneetone 110/CY 22.0 2.420.00 aggregate waning track along outfield ferm. Large hooded backstop 1/Ek 6,500.00 6.500.00 6` high, o 4kw fencing from 170/LF 10.50 1,785.00 backstop to 10' beyond 90` baseline: W -W high; foul4lne fence from 6' 460/LF 7.85 3,611.00 fence to outfield fence.: 8 V high ou rleid tuts (with foul 575/LF 10.50 6,037.00 tom«)• Ifs° We (4' d"), concrete 1275/LF too 7,650.00 maintenance drip In conjunction with the backstop and, all pe*wOrfmx*v.; InWlon sydem 1 /EA 9,000.00 13,000:00 Sodded krlieid and, a V wide 1550/SY 2.00 3,100.00 strip of sod along aggregate baseline surfadnp and 2' wide sWo along both skies of maintenance strip and WWON, trach. Send and n filch outfield 1.7/AC 1,700.00 2,890.00 50 seat bleachers on concrete 2/EA 11550.00 3,100.00 Pad. Players,... 2/EA MGJbOO 1,650.00.. Total Subdivision 4C - 90' 53,903.00 Sam" Field SubdMMon 4f] - Temic rents And H doourt MukdbdQ Ana 3 1/2* asphalt UFWJ g (tyro 3,475/SY 9.00 31,275.00 Ilfts) with S' crushed ikrrestone bass. 10' high : pwirnSter 640/LF 18.00 11,520.00 fencing with getm around tennis cm is conlatrucW to harde future wNndacreing fabric. TO high d tk** perlrrwter 210/LF 7.85 1,884.00 fencing with ptes around basketball court.: Ur wkly (4' thick) concrete 780/LF 5.00 4,560.00 maintenance strip In conjunction with perimeter fencing: Net and poets. 4/EA 800.00 3,200.00 Color-court surfacing (in 3,475/SY 2.50 8,688.00 bashetW,' court area also). - heavy duty basketball goals 2/EA 1,250.00 2,500.00 9 Ovid" (8`). 4/EA 575.00 2.300.00 Tennis bounce board (V high x 1/EA 11000.00 1,000.00 24' for . 2' sod strip along maintenance 170/SY 2.00 310.00 strip, Total Subdivision 4D - Tennis 67,267.00 Courts And Hardcourt Basketball) Ana Subdivision 4E - Hodwy Rtnk Iternpt1G,Nnk Unit Coat TOW Cost Permanently mounted boards 570/LF' M.15 32,000.00 SteelIB/planks/ hMinkanc V both ends). 2' wide sod strip Wong outside of 130/SY 2.00 260.00 bonds. SeW inside, of rink.. 0.4/AC 1,700.00 680.00 Total Subdivision 4E - Hockey 32,940.00 Rink. Subdivision 4F - Ch1dr+K'e'e Play Area Kern Sits /Ural Unk Cost Toth Cost play: structure encompassing an i /EA 40,000.00 39,000.00 area of sypproodrnatety 65' x 80. 6' x 18' vertical concrete curb.. 300/LF 16.00 4,800.00 9- of select, washed pea-gravel. 150/CY 18.75 2,808,00 Send" ' ). 4/EA 550.00 2,200.00 ' Underdrainage (4' perforated 250/LF 7.00 1,750.00 PVC) Total Subdivision 0 play 50,556:00 Stwure SubdivlMon 40` - ktemsl Taal Netwoeir may, Unit Cost Total CostItem 10' wide train (2' asphalt surface Urg 6,500/Sy 8.00 52,000.00 10 with;V crushed limestone base), 2' strip of sod along each side of 2,60n/SY 3.00 5,200,00 Petit Cots" paint striping.. 5.850/LF 0.20 1,170.00 Total SubdMWw 4G -, lntemsi 58,370.00 TrallNetwork K* ism 4H - Pat" LroR 8 ltv. /Unit _ -- Unit Coat Total Cost 30 =ph@X surfacing Owo lft) 6,250/SY 7.50 46,875.00 and fr crushed Nmestone base. 8618 concrete curb and gutter. 2,025/LF 8.00 16.200.00 2' strip of sod behind all curb 450/SY 2.00 900.00 Ones. Total Subdivision 4H - Parking 63,975.00 Lot (targe Lot) Sub&Adon 41 - Pad ft Lal Lao kReem fir. /Unit _ Unk Cost Total 9QIL_ 3` asphalt surfacing (two ilfts) 2,8W/SY 7.50 21,375.00 and 6' crushed lkrwlone base. 8618 concrete curb and gutter. 1000/1.F 8.00 81000.00 2' strip of sod behind ON curb 225/SY 2.00 500.00 lines. Total Subdivision 41 - Parking Lot 29,875.00' Small Lot) SuhdlvIsion Q--kAisc arteots MAIMIM Unk Cost Total Cost Bike rack. (pemnanent mount), 4/EA 450.00 11800,00 Trash receptacles (permanent mount). 8/EA 275.00 2,200.00 Pack benches (permanent mourtt). 8/EA 550.00 4,400.00 Picnic tables (permnent mount 4/EA 1,100.00 4,400.00 with 8'x 8" concrete ped) 11 S Non4leld' related irrigation 1 /EA 10,000.00 10,000.00 systern. Total Subdivision 4J - 22,800.00 MiwaNansous TOW - DMelon 4 - SRO FaciwiM 456,368.00 DIVISION 51H - LANDSCAPING Item QLy. /Unk` Unk Cost Total Cost Landscaping "es/sIvubs) I /EA 35.000.00 35,000.00 Seed ('for ani non -field ares.) 10/AC 1,700.00 17,000.00 Sod (for all areas not previously 2,000/SY 2.00- 4,000.00 accounted for,such as slopes, drainage ways, etc.) Total DNMion 5 - LwdwWkV 56,000.W DIVISION 6 - SITE LIGHTING Item QxjUnk Unit Cost Total Cost Tennis courts and hardcourts 1 /EA 24,000.00 24,000.00 IighNng; Hockey rink ilgNing. 1/EA 24,000.00 24,000.00 Parking lot IW'ng (large lot) 1 /EA 16,000.00 16,000.00 Parking lot lig Ong (smaN ) 1 /EA 12,000.00 12,000,00 Total DNbion 6 - Stel Llghtirq t*:....a« 76,000.00 911,588.00 ALTERNATE MC'9CHEDULF OMSION 4 - SITE FAipIJ11ES g T gyJUnk Unit Cost _ Total Cost Artificial uplace on one d the 9600/sY 27.00 259,200.00 sower 1 !it A ftlds (synthetic anterial over a convected crL%W Nn»stone base) (I field) 3'4r1*0 chainlink fence arcxmd 1,2w/LF 7.85 10,048.00' Ow field with &WIci l unlace. I; 18 -wide (4- thick) ==do 1,280/LF X00 maintenance strip in conjtnctioh 7,680.00 with perimeter tenchq. Sodoutfields of both `the 90' 11,000/SY 2,00 22,000.00 baseball and combination bailfeld Total DMeion 4 - Ske Faclitiee 298=00 AL) OMSION d - SITE UGHTIING ALT.) em QW, jUnk unit Coat Total Cost Soccer/iootbal field Ii"v. 2/EA 35,000.00 70.000.00 Combination youth baseball/ 1/EA 52,000.00 52,000.00 softball field Adult baseball Auld lighting i /EA 62,000.00 62,000.00 Total DM*M b:'- Sb.'L1 ft' a:at.*aa:a t 1841,000.00 AIL) DMSION T-SMELTER BUR DNrG ALT.) Item 0tH. /Unit Unit cost Total Cost 1000 sq. ft. with restrooms, small 1/EA 100,000.00 100,000.00 storage room, combination meeting/ wanninj room, and utlkles (sower, water, electrical). Tod d vWon 7 - Sheller Building aa a aaaa tr 100,000.00 GRAND IWAI. - WERNATE as aaa*t*a* st*: taaa* : 5W.W&00 WD SCHEME 13 i t.1 p t ` stir ; WO a o 0 o c v v#44 It a ARM 1tt! CONCEPT PLAN BASS LAKE FLAYFTELD LGk lQ w--ww.r t now- w sr COST ESTIMATE - PARKERS LAKE PLAYFIELD City of Plymouth PROJECT DESCRIPTION PEQIW Overview The following estimate relates sWftaily to the anticipated development costs associated with developing the ParkW talaif Playlleid located at the northwest. Intersection of Niagara lane and County Road 6. The cost estimate is based on: the Master Plan developed by Brauer 8 Associates and approved by City staff which, Illustrates the site layout, grading, and property limits. a listing of the facilities and site amenities along with desired construction standards. The site Is approximately 28 acres Inoverallsize. Development is orientated toward an athletic type facility featuring: one soccer/football field one combination 75` basebaii/60'softball field two 9o' baseball field four tennis courts one basketball/hardcourt area one hockey rink a pleasure skating, area a children's play area/structure extensive internal trait network parking lots for up to 195 cars a shelter/warming building a concession building Descriglion Of Site FacYities Andhork Items Removal The anticipated removal items Include: the removal of trees and woody plant growth as required on the site. general ske clean-up and removal of miscellaneous debris. This does not in lede removal of building foundatkms, etc. which may be encountered during site grading. Earthwork The anticipated earthwork is based on: the grading plan developed as part of the Master Plan developed by Brauer $ Associates.; the soil borings provided by the City which depicts the anticipated soils in various areas of the site. anticipated soils expansion/compaction characteristics based on available soil boring information; Topsoil quantities are based on the assktrWion that 6" of topsoil will be stripped from all disturbed areas on site, stockpiled, and respread to a P14num of 6' settled depth. Since some areas of the site will ultimately be hard surface, aggregate, or pa;ftaps modified topsoil, It is anticipated that an excess of stockpiled topsoil will result. This excess wkI simply be used as additional topsoil coverage in selected areas of the site. Based on the assumption that the soccerilootbail field will have 12" of modified topsoil, a computer generated earthwork quantity take -off t; the current grading plan Indicates an overall on-site cut and fill balance of &Woximately frWoCy, 1 The anticipated utility work includes: the developrnent of a number of on-ske detention basins or ponds; to control water run-off. The cost estimate for the storm sewer system and detention basins/ponds will be based on the anticipated stormwater run-off characteristics. Since the actual size and capacity of the detention basins/ponds as Weil as the storm sewer system layout will require extensive review and engineering during the design development phase of the project. the actual costs for developing the store sewer system WIN be subject to some degree of variability,: sanitary sewer and water lines will have to be brought Into the s!te to service the needs of the shelter bu[kfing, concessions stand, and perhaps the picnic sheftee. As with the storm sewer system, the sanitary sewer and water system WK require extensive review and engineering during the design developriw t. phase of the project. As such, the actual costs for developing these systems will be. subject to some degree of variability. electricalpower line from off-site location up to either ti va shelter building or concession stand. This will include a transformer (the actual size will have to be determined as power needs are better understood during design development). In some cages, the City Is responsible for this cost while in other cases, they are not, depending on the particu:ar circumstances. The anticipated costs for this service will be Included In the estimate at this time. Site lighting for individual site facilities will be as part of the altemate bid schedule, Soccer-JIFootball Field The cost estimate for the soccer/football field will be based on the following parameters: a combination football/soccer goal which features a cross-bar and uprights for football and a cross- bar and net structure for soccer (2 per field - permanently mounted). a complete irrigation system, on an Individual field basis (i:.e: the cost associated with irrigating the areas surrounding specific fields WIN be a separate cost Item listed under MISCELLANEOUS. 12- of modified topsoil consisting of 80% selected imported sand (low P.H.) and 20% topsoil stockpiled on site. It Is anticipated th t the topsoil will be mixed, pulverized,, and screened on-site. underdrainage (6" perforated PVC) In combination with modified topsoil. 2 player's benches (15') field lighting at a level appropriate for recreational use will be listed as an alternate under a separate section. for purposes of this estimate, the cost for lighting has been determined on a per fie+a basis whereby each field is considered as a separate entity. In actuality, there may be an opportunity to lower the actual lighting costs if the fields are built in conjunction with each other and/or other site facilities.; an alternate will be listed relating to an artificial surface on the soccer/football field. The surfacing will consist of a synthetic rroteriai over a compacted crushed limestone base. (Product example: Omnicourt Surfacing by Sporttec).Since this type of surfacing will have to be protected from non- pedestrian traffic, a X-V high chainlink fence around the field will be included as part of this alternate bid schedule. Combination 75' BasebaII16D'Softball FWd The cost estimate for the combination 75' baseball/60'softball field will be based on the following parameters; a crushed limestone aggregate infield (6" compacted depth) sized for both softball (60' baseline) and baseball (75' baseline). 200' foul line. 10' wide crushed limestone aggregate warning track along outfield fence. a large hooded backstop. complete fencing around the field, including: a) iii' high foul-line fencing from backstop to 10' beyond 75' baseline. b) 3'-V high foul-line fence from 6' fence to outfield fence. 2 c)-6' high outfield fence (with foul piles). an 18" wide (4" thick) concrete maintenance strip it ;:onjunction with the backstop and all perimeter a complete irrigation system, on an Individual field basis (i.e.- the cost associated with irrigating the areas ruvrounding specific fields will be a separate cost kern listed under MISCELLANEOUS.: a 6' widesre1p of sod along aggregate Nt<ieid surfacing and a 2' wide strip of sod on both sides of the maintenance strip. remaining field area to be seeded and mulched. 2 ire -row ble,,Achers with concrete pad (50 seats each). 2 piayet- banshes (15')` field lighting at a level appropriate for recreational use,E t -u ;fisted as an aRemate under a separate nctigo. For purpo=se of this estimate. the cost for lighf'ng ; as been determined on a per field basis whereby each field Is considered as a separate entity. In. actuality, there may be an opportunity to lower the actual lighting costs N the fields are built in conjunction with each other and/or other site facilities. an alternate will he listed relating to sodding the entire outfield area in lieu of seeding. The cost estimate for the go' basebrail fields will be based on the following parameters; a crushed limestone aggregate baseline (6' compacted depth) sized for adult baseball (90' baseline). 325' foul line and 340' centedieid. 10' wide crushed limestone aggregate warning track along outfieldfence. a large hooded backstop. complete fencing around the field, including; a) 6' high foul -line fenc ng from backstop to 10' beyond 90' baseline. b)' 3'-6' high foul -line fence from t3' fence to ouffield fence. c) 6' him outfield fence (with foul poles). an 18- wide (4' thick) concrete maintenance strip in conjunction with the backstop and all perimeter fencing. a complete Irrigation system, on an individual ` Held basis (i.e.- the cyst associated with irrigating the areas surrounding spwft fields will be a separate cost Item listed under MISCELLANEOUS. a sodded infield Gree, a 6' wide strip of sod along aggregate baseline surfacing and a 2' wide strip of sod on both skies cf the maintenance strip.. rernalrft field area to >ie seeded and mulched. 2 ***-row bleachers wkl, c=oncrete pad (50 seats each). 2 players benches (1S') field lighting at a level appropriate for recreational use will be iWO as an atterWe under a seoarate SWIon. For purposes of this estimate, the rest for lighting has been determined on a per field basis whereby each Held is con>$kWW as a separate entity. In actuality, there may be an opportunity to lower the actual lighting costs M the fields are built in "unction with each other and/or other site facilities. an alternate will be listed relating to sodding the entire outfield area in lieu of seeding. nis Courts A The cost estimate for the tennis courts/hardcourt will be based on the following parameters; 3 1/2' asphalt surfacing (two lifts) with 6" crushed limestone base. 10' high chainiink perimeter fencing constructed to handle future windscreening fabric. top quality net and posts. T -V high chainiink pedrrieter fencing around basketball court. color -court surt,cing (in basketball court area Avso). 2 heavy duty basketball goals 4 benches (81ong). tennis bounce board (8' high x 24' long). an 18" wide (4' thick) concrete maintenance strip in conjunction with the backstop and all perimeter k fencing. concrete retaining wails as required to take-up the anticipated grade change between the tennis courts. cart lighting at a level appropdate fourecreationai use wM be listedin the base bid under a seoarate flim. Hockey Rink The cost estimate for the hockey rink will be based on the following parameters: permanently mounted boards as per daW provided by City (reel poets/wood planks/chainlink fencing both ands). t35' wide x 200' " 2' wide sod trip along outsidn of boards. seedsd inside of rink (no irrigation). rink lighting at a level appropriate for recreational use yea be listed In the base bid under a separate motion Skating Ares The cost estimate for the skating area will be generally included as part of other work items, Including: grading will be Considered as part of the overall ske grading estimate. seeding will be considered as part of the non-fW seeding. areas, lighting will take advantage of the hockey rink lighting standards aryl as such wihi be inducted as part ol" hockey rink's lighting astir ate. Children's Play Area The cost estimate for the children's play area will be based on the following parameters: a moderately sized play structure encompassing an area of approximately 135' x 80. 6' x 18' vertical concrete curb. L - V of select, washed pea -gravel, a total of 4 benches (6' long). underdrainage (4' perforated PVC) Internal Trail Network The cost estimate for the internal trail network will be based on the following parameters: 10' wide trall throughout. asphalt surface with 6- crushed limestone base. 2- strip of sod along each side of paL-n. centedine paint striping. Park DrIve/PadSing Lots The cost estimate for the park drive and the parking lots will be based on the following parameters: 3' asphalt surfacing (two lifts) and 6' crushed limestone base. B618 concrete curb and gutter. lighting at a level appropriate for a park drive and parking lot setting will be listed in the base bid under a seoerate section. 2' strip of sod behind' all curb lines. Misceiianeous There are a variety of work Items which are riot directly attributable to a specific facility and as such are listed separately. These work Items includes: a large picnic shwlter (50 people)• 4 M bike racks. trash receptacles (permanent mount). perk benches (permanent mount) picnic tables (permanent mount with 8'x O' c oncrete pad) non -field related irrigation system. LAndAMWM The cost estimate for landscaping (and non -field seed/sod) will be based on the following parameters: since a landscaping plan does not exist at this time, we will use a budget figure for landscaping trees/shrubs) based on previous experience with similar park settings. seed/sod estimates will be provided under the landscaping division for all areas not previously accounted for with respell to other site fadities. Sbder/Warmina Buldbg and Concession Buldkw The cost estimate for the shelter/warming building will be listed under the alternative bid schedule and will be based on the following parameters: overall size of approximately 1000 sq. ft. restrooms. small storage room. combination meetingfwarming room. fullutilities (sewer, water, electrical). The cost estimate for the concession building will be listed under the alternative bid schedule and will be based on the following parameters: overall size of approximately 800 sq. ft: restrooms. smart storage room. concessions and food Preparation area foil ofties (sewer, water, electrical). PROJECT COST ESTIMATE OVERVIEW' The following cost estimate has been broken down by either work kern or individual facility. In as much as possible, the estimate will be broken down by individual facilities whereby the estimated cost for any given facility can be determined. Work Items which are not directly attributable to a particular facility, such as removals, earthwork, general utilities, etc., will be estimated on an individual basis. The cost estimme will be formatted to include: a divisional, heading, such as removals, earthwork, recreational facilities, etc. an Individual work kern breakdown for each division. type of unit for each work kern, such as cubic yard, square yard, etc, estimated total quantity of each work kern on aunit basis. estimated installed unit cost for each work kern. The unit costs have been established througi'i: a) cost data derived from recently completed projects which reflect the type of work and. site conditions present at Base Lake Park; b) projected cost data based on industry standards c) contractor verification of cost data. total estimated work kern cost based on estimated quantity and unit cost. total estimated cost for each division of work. total estimated cost for the entire project. 5 DIVISION 1-- FtBIONAtS Item Otv/Unks Unit Oost Total Cost Remove trees and woody plant, 1 /LS 4,000.00 4,000.00 growth on the site. General site dean -up and removal of miscellaneous debris 1/LS 4,500.00 does not include- removal of buNdkq foundations, etc. which may be encountered dL*V site grading). ToW Division 1 -- Reimovak DIVISIOK^ EARTM AII(M 4,500.00 9.500.04 Item QW. /Unks Unit Cost Total Cost Strip, and stockpile topsoil. 18,250/CY 1.50 27,375.00 Rough Grading (common 85,000/CY 1.50 127,500.00 excavation and place). r Respreed topsol on non4ldd 13,890/CY 1.75 24,255:00 areas (includes thigh grading). Screen, pulverize, and respread 3,750/CY 6.50 topsoil on fieeld areas (includes finish grading). Mix, pulverize, screen, and place 3,200/CY 16.50 12• settled depth of modified topsoil consisting of 0096 selected imported sand P.H.) crud 20% topsoil stockpiled on she. (2 fields) Underdrainage (6' perforated 1,750/LF 3.25 PVC in trench) in combination with modified topsoil. (2 fields Tota! Division 2 E.wdwv k DIVISION 3 - UMJTIES Only includes utilities not directly associated with a specific site facility. 23,775.00 52,800.00 5,687.00 hem Storm w~ ,system Cooing,, Qty. /Units 1/EA Unit Cost 90,000.00 Total Cost — 90,000.00 catch bei", etc.) Salkary Sewer WId writer 1/EA 48,000.00 i 48,000.00 systems to concussions and shelter building. Electrical power line with t/EA 10.000.00 10,000.00 transformer Total Melon 3-11t1iHes ss:.::.:.: 148,000.00 DIVISION 4 - SITE FIICIUTIES Subdivision 4A - Soccer/ Football Field Item Qty, /Unks Unit Cost Total Combinationfootbell/soccergoal 2/EA 2.0'00.00 5.200.00 with cross -bar and uprights for football and a cross-ber and net structure for soccer (permanently mounted). Irrigation system. 1/EA 91000.00 9.000.00 Total Subdivision 4A - 14,200.00 Soccer/Football Fields Subdivision 48 - Combination 75' Bas"IW Satel Field Rem Q(yi fUna Unit Cost Total Cost Crushed limestone aggregate 300/CY 22.00 6,600.00 Infield (6' compacted depth) 10'- wide crushed limestone 100/CY 22.00 2.200.00 aggregate warning track along outfield fence. Large hooded backstop t /EA 6,500.00 6.500.00' 6' high foul -line fencing from 150/LF 10.50 1575.00 backstop to 10' beyond 75` baseline. 3,4r high foul -line fence from 6' 250/LF 7.85 1,962,00' fenva to outfield fence. 6' high outfield fence (with tour 350/LF 10.50 3,675.00 7 18" wide (4' thick) concrete 1165/LF 6.00 6,990.00 maintwrance strip in conjunction with the backstop and , ap pie Irrigation system. 1 /EA 6,500.00 6,500.00 6' wide " of sod along 700/SY 2.0 1.400.00 aggregate infield surbdm and 2' wide strip Wong both akin of maintenance strip and warning track: Seed and mulch outfield. 1.0/ACRES 1.700.00 1;700.00 50 seat bleachers on concrete 2/EA 1,550.00 3,100.00 pad Player's benches (151. 2/EA 825.00 1,,650:00 Total Subdivision 4B - 43,852.00 Combination '75' Baseball/60' Softball Field SublMdw 4C - W Baser Field a FMlde) Itarn Crushed limestone aggregate, 300/CY 22.0 12.320.00 baseline (6' compacted depth) 10.' wide crushed Ilry"one 220/CY 22.0 4,840.W aggregate warning track along outfieldfence. Large hooded backstop` 2/EA 5,500A0 13,000.00 6' high foul -line fencing from 340/LF 10.50 3,570A0 backstop to 10' beyond 90' baseline. TO high foui-line fence from 6' 920/LF 7.85 7,222.00 fence to outfield: fence. 6' high outfield fence (with foul 1150/LF 10.50 12,075-W poles)'. 18' wide (4' thick) concrete 2550/L F 6.00 15.300.00 maintenance strip in conjunction with the backstop _ and all Perimeter fencing. t 8, Irrig tion system 2/EA 9,000.00 18,000.00 Sodded infield area. a 6' wide 3100/SY 2.00 6,200.00 strip of sod Wong aggregate ban" surWinp and 2' wide strip along both sides of maintenenoe strip and wan*V track. Seed and nrsach cudleid 3.4/AC 1,700.00 5,780.00 50 seat bleachers on concrete 4/EA 1,550.00 6,200.00 pad' Players benches. 4/EA 825.00 3,300:00 Total Subdivision 4C - 90' 107,807.00 Baseball Field Subdivision 4D -- Tennis Cotsts , And Hei icourt (Basketball) Areal Item 3 1 I asphalt surfacing (two 3,754/SY 9.00 i 33,750.00 Ists) with 8" crushed _limestone base: 10' hig`i chalydink perkMw 1,000/iF 18.00 18,000:00 fencing with gates around tennis couits const Wed to handle future windscrecning fabric. 3'$' high chaWk* perkneter 150/LF 7.85 1,180.00 fencing with gates around basketball court: 18' wife (4' thick) concrete 1,15o/LF 6.00 6.900.00 maintenance strip in conjunction' with perimeter fencing. Net and per, 4/EA 8p0.00 3,200.00 Color -court surfacing (in ' 3,750/SY 2:50 9,375:00 basketball cant area also). Heavy duly basketball goals_ 2/EA 1,250.00 2;500.00 Benches (8'). 6/EA 575.00 3,450.00 TennWWunc a board (8' high x 1/EA 1,000.00 1,000.00 24' song). Concrete retaining was 330/LF 100.00 33,000.00 9 k 2' sod strip along make app/SY 200 600•00, strip. Total Subdivision 4D - Terris 112,955.00 Courts And Hardcourt Basketball) Area Subdivision, 4E - Hocksy Rwc Iters _ Qht./Ur4t_ Unit Cost Total Cost Permanently mounted boards 570/LF 56.15 32,000.00 steei posts/wood planks/ chaWk* ftrwN both ends). 2' wide sod strip Wong outside of 130/SY 2.00 260.OU boards Seed Inside of rink. 0.4/AC 1,700.00 MOO Total Subdivision 4E • Hockey 32,940.00 Rink. SWOWeion 4F - Ctd&Ws Play Urea Rom QW.LUnk Unit Cost Total Cost Play structure encompassirq an 1/EA 40,000.00 40,000.00 area of approximately 65'x 80. 6' x 18' vertical concrete curb. 300/LF 16.00 4,800.00 V d select. washed pea -gravel. 150/CY 19.00 2,850-00 Benches (6' kms) 4/EA 5SO.00 2.200.00 Underdrainage (4' perforated 250/LF 7.00 1,750.00 PVC) Total Subdivision 4F - Play 51,600.00 Structure Sut dNbion 4G - irtemai Tran Network Item Qty./ink unit Cost Taal Cost 10' wide trail (2" asphalt surface 5.500/SY 8.00 44,000.00 with Ir cntshed lirnestone base). 2` strip of sod akxp each side d 2.200/SY 2.00 4,400.00 path. Cettedine Pam striping• 4,950/LF 0.20 990.00 10 I Total Subdivision 4G - iInternal 49.39000 Trall Network SubdMdon 4N - Park Road Item 44YZlu Unit Cost Total Cost X asphalt, Kmfac*p (two WS) 5.500/SY 7.50 41.25000 and V crushed lknestone base, 8618 concrete curb and flutter. 4,200/LF 8.00 33,600.00 2' strip of sod behind all Curb 2.000/SY 2.00 4,000.00 lines. Total Subdivision 4H - Park Road 78,850.00 Subdlriskm 41 - Pmkb Lot (37 SPWW It ) QWjUnk Unk Cost Total Cost 3- asphalt KYUK infl (two lifts) 2.1.00/SY 7.50 15,750.00 and 6' crushed limestone base. B618 concrete curb and flutter. 700/!4,c 8.00 5,600.00 2' strip of sod' behind all curb 175/SY 2.00 350.00 lines. Total Subdivision 41- Parking Lot 219700.00 37 Spaces) Subdivision Q - Parking Lot (75, Vis) Item Q y /Unit Unit Cost Total Cost T asphalt surfacing (two Bits) 4,050/SY 7.50 30475.00 and Ir crushed limestone base. 8618 concrete curb and flutter. 1,150/LF 8.00 9,200:00 2' strip of sod behind all curb 275/S`t 2.00 550.00 - lines. Total Subdivision Q - Parking Lot 40,125.00 j 75 Spaces) Subdivision 4K'- Parkirq Lot (63 ti QyJUnIt Unit Cost c taI Cost T asphalt suftcl l (two lilts) 3.200/SY 7.50- 24,000.00 11 and W crushed: limestone base. 8618 concrete cure and gutter. 1Q00/LF 8.00 8,000:00 2' strip of sodbehfs,d all curb 225/SY 2.00 500.00 lines. Total Subdivision 4K - ;Parking 32.500,00 Lot (63 Spaces) SubdWMion 4L - Parkk Lot (20 SPOCOO Rem Qty, f Unk link Cost Total Cost 3. asphalt surfacing (two lifts) 850/SY 7.58 6,375.00 and 6' crushed limestone bass: 8618 concrete curb and gutter. 450/LF 8.00 3,6D0.00 2' strip of sod' behind all curb 100/Sy 2:00 200-00 lines. Total Subdivision 4L - Parking 10.175.00 Lot (20 Spaces) SubdWWion 4M - IrllucSeNarreov s Item QM,Unk Unit Cost Total Cost Large picnic shelter. i /EA 45,000.00 45,000:00 Bike rack (permanent mount). 4/EA 450.00 1,800.00 Trash receptddes (permanent' 8/EA 275.00 2,200.00 mount). Park benches (permanent mount) 8/EA 550.00 4,400.00 Picnic tables (permanent mount 4/EA 1,100.00 4,400.00 with 8'x 8' concrete pad) Non -field relatrA- Irrigation 1/EA 12,000`-00 12,000.00 system. Total Subdivision 4M - 69.800:00 Misceii2lneous Total - .Division 4 - Site Facilities cwt..:...:,: 866,894.00 DMW N 5H - LANDSCAPING Item Qty./Unit Unit Cost Total Cost Landscaping (trees/shrubs) 1 /EA 40;000.00 40,000.00 12 Seed (for, aN non4isld areas.) 10/AC 11700.00 17;000.00 Sod (for all areas nd previously 2500/SY 2.00 5,000.00 accounted. for.such as 4opesf drainage ways, Otc.) Tatsi DNWon 5 - I:andsnpip mac 2,000.00 DN SM 6 - SITE UGHTN G KOM gM/Unk Unit Coat Total Cost Tennis courts and hardcourts 1/EA 35,000.00 35,000.00 lipt ting, Hockey rink lighting: 1 JTA 24,000.00 24,600.00 Park Dri" 1 /E4 58.000.00 68.000.00 Parking lot lighting (37 spades) I /EA 12,000,00 12,000.00 Parking lot lighting (75 sp ces) 1 /EA 16.000.00 16,000.00 Parking lo! lighting (6 ) 1/EA 16.000.00 16,000,00 Parking for % t 4-q- tIO apaCN) 1/EA OX0.00 8.000.00 TOW ONISIM 6 - Sae LVOV 179.000.00 GMM T( TAL - BASE OD SCHEDULE t•a. *..•: Y :..•..a.: 1.325.746.00 13' i ALT.) Item Q A /llrth Unk Cost Total Cost Artificial sixface an one of the 9600/Sy 27.00 259,200.00 soccer/b" fields (synt woe mtwW cAw a compacted crushed limestone baso) (1 field) 31-C NO chafnihk fence aromod 1,280rLF 7.85 10,048.00 the field with aatll M surla 18' wide (4" thick) concrete 1,280/LF 6A0- 7,680.00 maintenance strip in conjunction wkh perkWer fencing. Sod outfields of both 90' bes" 18,000/SY 2.00 36,000.00 fields and the combination beiMNeld Total Division 4 - SW Facile- a *: 31Z928,00 DIVISION 8 - am i IGHTINIG TR .)TotalItemQtx. /Unit 511 Cosi _ SoccerjkWM field %ftlnp. 2/EA 35.000.00 70.000.00 Combinstion youth baseball/ 1/EA 52,000.00 52,000.00 softbeiN field Adult bseabel! field lighting 2/EA 62,000.00 124,000.00 Total Dmdon 5 - Sft U01q 246.000.00 AIL) Df11ISION 7• SHF1TM IWQ CONCESSIONS BUILDINGS Unit Cost Total Cost It n LtlUrlit 100,000.00 100,000.00 1000 sq. ft, with restrooms. smiN i /EA storage room, conibinstion meeting/ weaning room and utwes (fewer, water, electrical). 800 sq. R, with restrooms, smell; 1/EA 80,000.00 801000.00 storepa room concessions and, food preparation area, std utim"'(stwer, water, a sctticui), a't i r, III tit N. \\\ ... I f • \'`-' / \ \ „ ,.., NNNN y • \`\\\ \ ( 117c \` . \ 1 ( \ fel i \ \\ 1 \`1, is '. \ VI la 1, jr, 7— kzz-,, vNA 1 i11 ( \ — ` ; ., ; 1 ` • \ lt l IAI \ z , / r ' tel, v I \ \ \ j — y }Wrni , _ \• i111j 1+ lu/y`,a1r' /A:" ! I _ \ .r +y R SM 1 iM \ 11(1 c. 1`l!/14V/ f , M...,IC (/' , \\ r,,' ter....--•-"`' \: ""' `\\\,\\i\ yy'C.. ,•-!. / p / R`%' f fir•\ % i }..,._.....'• ..+^\\ y .../ `'\rr-mss, •— \ \ti >/ / f \I i _+' +"'4 ! r t wn •fr MAT" mss. ,_ MEMO' K r i CITY OF PLYMOUTH' 3400 PLYMOUTH BOULEVARD, PLYMOUTH, MINNESOTA 55447 DATE: April 13 1990 For -City Council Meeting of April 16, 1990 TO; Jams C. Willis, City Manager FROM: Fred, G. Hoore, Director of Public Yorks SUBJECT: PRELIMINARY ENGINEERING REPORT AND PLANS AND SPECIFICATIONS WEST MEDICINE LAKE DRIVE TRAIL 18TH AVENUE TO RAILROAD CITY PROJECT NO. 931 ACTION REQUESTED; Adopt a resolution receiving the Preliminary Engineering Report and ordering, the preparation of the plans and specifications for that. portion of the. trail along West Medicine Lake: Drive from 18th Avenue to the, railroad. BACKGROUND In. September, 1987, the City received an Alternative Alignment Report on a proposed trail along West Medicine Lake Drive from Highway 55 to 26th Avenue. Than report divided the trail into four segments for construction purposes. As part of the Park's Capital Improvement Program, it is proposed to construct the trail from 18th Avenue to the railroad, Segment 2. Strgar-Roscoe-Fausch, Inc. has been designated as the consulting engineer and attached is the Feasibility Report for this segment of the trail, In September, 1989, bids were received on the portion of the trail from 26th Avenue to 23rd Avenue. The bids received were 48% above the Engineer's estimate. It was recommended. that the bide be rejected and this northern portion of the trail be combined with the southern portion for a larger project in 1990. The total estimated cost to construct both portions of the trail, including the upgrading of the retaining Mall along the lake. to a concrete stone material, is $30S,500. It is recommended that the retaining wall along the lake be upgraded to a precast block wall because of lower maintenance; costs and a much lonter life expectancy. In order to construct the trail, concrete curb and gutter would be added along the lake side of the roadway. Also, minor storm, sewer extensions and catch basins would need to be constructed to provide drainage for the concrete curb and gutter. Since this portion of the project is a street improvetsent, it is reconLanded that it be funded from the City's Municipal State Air Fund. The remaining portion of the project Mould be funded from the City's Park Dedication Fund,, Trail Account. CITY Of PLYMOUTH Pursuant to due call and notice thereof,, a sleeting of the City Council of the City of. Plymouth, Minnesota was held on the day of 1990. The following members were present: The following members were absent: introduced the following Resolution and moved its adoption: RESOLUTION NO. 90 ORDERING PLANS AND SPECIFICATIONS WEST MEDICINELAKE DRIVE TRAIL 18TH AVENUE TO RAILROAD CITY PROJECT NO. 931 WHEREAS, the City has received a Preliminary Engineering Report for the trail along West Medicine Lake Drive from 18th Avenue to the Railroad; and WHEREAS, plans and specifications are needed for said project. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA: 1.. Strgar-Roscoe-Fausch, Inc;.is designated as the engineer to prepare plans and specifications for the trail along Vest Medicine Lake Drive from 180 Avenue to the railroad in accordance with the Preliminary Engineering Report dated. April 91 1990. 2. That funding for the project will be as follows: City, Cummunity Parka and Trails Fund (218-218): $233,500 Minnesota State Aid Fund (402-402): ]2,00 Total $305.500 3. The plans for the Segment II portiaa of the project shall be, included with Segment IV. The motion for the adoption of the foregoing Resolution was duly seconded by and upon vote being taken thereon, the following voted in favor 'thereof The following voted against or abstained; _ Whereupon the Resolution was declared duly passed and adopted'. 4 STRGAR-ROSCOE-FAUSCR? INC. CONSULTING ENGINEERS TRANSPORTATION 3 CIVIL • STRUCTURAL • PARKING • LAND SURVEYORS f•. •. f SRF No. 0901342 April 9v 1990' , l Mr. Fred G. Moore, P.E. Director of Public Works CITY OF PLYMOUTH 3400 Plymouth Boulevard h Plymouth,, Minnesota 55447 RE: PRELIMINARY ENGINEERING REPORT WEST MEDICINE LMM DRIVE TRAIL FROM THE MINNEAPOLIS INDUSTRIAL RAILWAY TO 18TH AVENUE CITY PROJECT NO. 931 Dear'Mr. Moore: In September of 1987, an alternative trail alignment report was completed for the proposed trail along West Medicine Lake Drive from T.H. 55 to 26th, Avenue North. The alternative alignment study was in response to a Traffic Safety Study completed in January, 1987, which concluded that due to the volumes of vehicular and. pedestrian/bicycle traffic some type of separated trail should be provided. The alternative trail alignment study identified four segments of trail along West ;Medicine Lake Drive. A prelizinary engineering report was completed in May of 1989 for Segment IV as identified in the alternative alignment. study. Plans and specifications ware also prepared and bids taken for Segment IV. Because the bids were substantially higher than anticipated, they were rejected and it was proposed to include the Segment IV improvements with work proposed in 1990 (Segment II) This report comprehends the construction of that portion identified as Segment II in the alternatives study_ and also includes costs for Segment IV as identified in the; previous Preliminary Engineering Report (see Figure 1). Suite 150, One Carlson Parkway North, Minneapolis, Minnesota 55447 010 -2612/475 429 VE• - i.; SARATOGA CIR.. N. f% STy' 1ih L s 3CMAVE. AVE. l4th —AVE. CLIFTON FRENCH N. x Ave. 61 REGIONAL PARK: I t Wwl •AV ., s 2!M AlAVE. EAV PROJECT ' X AVE. E. LOCATION , 1 2 M PL. " _ SEGMENT IV AYE. 2Tth AVE ' vE Medicine 26rt, J 251" AVE. N. PROJECTr,m N. LOCATION SEGMENT 11 Lake PARK O.VD. ER CIR. \ EDICINE 3R. > \ \ 1LAKE 6 AVE. 11980 POP 419.. l6fh AVE. N. / f tY` 4 AVE t ( • ^ COLO" VL th AYE. JAVE. T ._ . mAYE u LA. N. ? EV ^' llth AVE. z OIMA : K. J _ , IOMh AVE. N• IOM i A. N.N J 1 VI AV CITY OF PLYMOUTH FIGURE 1 cmuLn. cscI.rtas STRGAR-ROSCOE-FA INC. WEST MEDICINE LAKE t m.•wnu•uut••nlitluirv,i.u.+•uwann.r DRIVE TRAIL PROJECT LOCATION Suite tso, One CArl.o, Putw.r Nomh IMPROVEMENT mimes Mimems 55"7 6 475—ODIO CITY PROJECT NO. 931 COMMISSION NO.. 0901342 I . Mr. ;iFred G. Moore, P.E. - 3 - April 9, 1990 Project _ Descripon The city's Comprehensive Trail: Plan identifies a separated, paved trail along west Medicine Lake Drive that provides a connection between the City's Park at 18th Avenue and T.H. 55. This report: comprehends that portion of the trail between the Minneapolis Industrial Railroad and 18thAvenue (the south side; of the city park). It is proposed to place the trail adjacent to the 'existing roadway and have the road and trail separated, by new concrete curb and gutter from immediately north of the railway to approximately 600 feet north. As the proposed alignment nears the lake, the trail will continue to abut the roadway with new curb and gutter between, however, special construction methods will be required to complete the trail. As discussed in the previous report comprehending Segment IV north of the city park, it will be necessary to construct a retaining wall with a fence along the lake side of the trail. This is necessary to min mizo filling along the lakeshore. In some areas the trail may be constructed by using steep'backslopes without filling below the ordinary high water level of the lake see Figure Nos. '2, 2A and 3). Also, as discussed in the previous report, other types of construction for those areas along the lake requiring retaining walls were considered but rejected. The alternatives are shown in Figure 4 and wer. rejected because of constructability problems and higher anticipated costs. In the area adjacent to the lake there are several docks and stairways that are used by residents whose homes are on the west side of the roadway. Itis proposed to allow these structures to remain, however any modifications to the docks and stairways required by the proposed- trail construction will be the responsibility. of the residents and is not considered as part of this project. In addition, there is a power line supported on poles which will have to be. relocated with the proposed construction. The poles may be moved to the area behind the proposed retaining wall (toward the lake) or to new locations on the west side of West Medicine Lake Drive. Another option would be to have the powerline placed underground through this area. The construction of curb along the east side of the roadway necessitates the installation of storm sewer for drainage. It is proposed to construct three storm sewer outfalls to the lake to accommodate the street drainage. PROPOSED STORM SEINER Q w PROPOSED PROPOSED Jam~ Q STOMP "was STORM SEWER, EX. CYLYER7 V or EX. CULVERTW. MEDICINE LAKE STAIRWAY PRZ -CO TRAIL PROPOSED (TYPICAL) RITANINIO WALL CLOSE ACCESS MEDICINE LAKE m FIGURE ! CITY Of PLYMOUTH WEST MEDICINE LAKE DRIVE TRAM IMPROVEMENT PROPOSED fMNOYEMENTs r.N.00ar.wiw SEGMENT 11 KAM* ' CITY PROJECT NO. Sit C011nloolON NO. 6901342 I! MEDICINE LAKE' 11 l WEST MEDICINE PROPOSED LAKE DRIVE TRAIL 148 EXISTING GROUNDLINE MEDICINE LAKE PROPOSED EXISTING ROAD CONC.CURB TO REMAIN S GUTTER TYPICAL SECTION 1. TRAIL ADJACENT TO EMSTING ROADWAY W/ CURB AND GUTTER i k t WEST MEDICINE PROPOSED LAKE DRIVE TRAIL 14` 8` EXISTING PROPOSED RETAINING GROUNDLINE WALL AND FENCE 7PROPOSED MEDICINE LAKE CONC. EXISTING ROAD CURB 8 GUTTER TO REMAIN TYPICAL SECTION TAIL ADJACENT TO EXISTING ROADWAY W/ CURB AND GUTTER AND RETAINING WALL CITY OF PLYMOUTH RGURE 3 3TRGAR•ROSCOE•FAUSCH. INC. WEST MEDICM LAKE PROPOSED f MUfl.fYw.gHK.•fM(T\LtWVw.ty.fbt.r. DRIVE TRAILS TYPICAL SECTION si:l.IK a»Carkm hAwsyxa, Minnwpolit MivwwA, ""7 IMPROVEMENT 4 CITY PROJECT NO. 931 COMMISSIM3 NO.0 90 134 2 mmma iiEXSTING GROUNDLINE MEDICINE LAKE LEXISTING ROAD RETAINING TO REMAIN WALL TYPICAL SECTION TRAIL AND RETAINING WALL ADJACENT TO ROADWAY T WEST MEDICINE LAKE DRIVE TRAIL 14' 8' EXISTING BOARDWALK GROUNDLINE TRAI L MEDICINE LAKE EXISTING ROAD CURB S GUTTE`t TO REMAIN TYPICAL SECTION BOARDWALK TRAIL ANDCURB ADJACENT TO EXISTING BROADWAY CITY OF PLYMOUTH FIGURE, 4 7 STAGAR ROSCOs FAUSCH, INC. WEST MEDICINELAKE CONSIDERED c.x nvc cKcwccn DRIVE TRAIL TRAIL CONSTRUCTION Sits 150, oft carlm Pl**Iy Nam IMPROVEMENT ALTERNATIVES wniwp.li.M wmm 55447 oliw$.00ao CITY PROJECT NO,,. 931 coMwnssM No. 090134= s Mr. Fred G. Moore, P.E. - 8 - April 9, 1990 Estimated Cost i i The estimated cost for the project as proposed herein is as follows: i Segment II S 166,330 Segment IV $ 92,370 I I Total 258,700 These figures include a, 15 percent additive for design, inspection and administration, 5 percent for interest and a 5 Dercent contingency. Easement acquisition costs are not included. The costs presented, here are based on increased costs since. the 198studyalternativealignmenty as well as the bids received last year on Segment IV. The cost presented above reflects construction of a typical retaining wall (timber or stone) and fence (split rail or chain link). If the .City Council, desires upgrading these items to a precast block wall (i.e., Keystone) and metal rail fence an additional $94,850:00 should be added to the project cost. We recommend that the Neystone type wall be used because of lower maintenance costs and longer lif,• expectancy. Attached please find a detailed construction cost estimate for Segment II. Also attached for your information is an updated estimate for Segment IV: We would be happy to review this report with you, the City Council, or any other interested parties and answer any questions you may have:. Sincerely, STRGAR-ROSCOE FAUSCH, INC. mes R. ,Dvorak, P.E. nior Engineer 1 Timothy D Phenow, P.E. Principal JRD/TDP/bba Attachments