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HomeMy WebLinkAboutCity Council Packet 01-03-2012 SpecialCITY OF PLYMOUTH AGENDA SPECIAL COUNCIL MEETING JANUARY 3, 2012, 6:00 p.m. MEDICINE LAKE CONFERENCE ROOM 1. CALL TO ORDER 2. TOPICS A. Review proposals for Peony Lane/Lawndale Lane extension project 10015) B. Set future study sessions 3. ADJOURN Special Council Meeting 1 of 1 January 3, 2012 rp) City of Plymouth Adding QoaWy to Life REGULAR COUNCIL MEETING January 3, 2012 2A To: Mayor and City Council Prepared by: Laurie Ahrens, City Manager Consider Engineering Proposals for Peony Lane / Lawndale Item: Lane Extension Project and Provide Direction on the Project, City Project No. 10015 1. ACTION REQUESTED: 1) Provide direction on the process desired for this project; 2) Either select a consultant or reject/refine proposals based on the desired process. 2. BACKGROUND: On December 13, the City Council considered proposals received from two consulting engineers related to alignment selection, environmental documentation, design engineering, and acquisition of right-of-way for the Peony Lane/Lawndale Lane corridor from Schmidt Lake Road to the northern city limits. This roadway project and installation of trunk watermain is identified in the Capital Improvements Program for construction in 2014. The staff report for the December 13 meeting is attached, along with the Peony Lane Corridor Technical Memo (previously provided to the Council in August 2011), and a map of the four possible alignments that have been identified to date. Because the two engineering proposals are very different in process, scope of work, and outcome, I believe it is important that the Council provide direction on the desired process for the project. 1) Does the Council wish to select an alignment or eliminate one or more of the four alignments currently identified? This action could be considered by using the analysis provided in the Technical Memo, Pages 5-8. The pros/cons of each alignment are listed in this report. If the Council believes there is sufficient information to select an alignment, this would reduce the scope of work required of the consulting engineer, and we would have a clear direction in which to proceed. 2) Does the Council support the roadway type recommended in the Technical Memo? The Technical Memo recommended construction of a "wide" 2 -lane roadway initially, with a 3 -lane section immediately south of County Road 47 to accommodate the Page I 1 numerous residential driveways in this area. Based on 20+ year traffic projections, and to ultimately match the northerly connection in Maple Grove, the road could be changed to a 4 -lane if needed in the future. The possibility of a 4 -lane divided roadway is anticipated beyond 50 years. Currently, the north/south higher volume roadways in this area are limited to County Road 101 and Vicksburg Lane. It will add significant capacity when there are three higher volume roads — County Road 101, an expanded Vicksburg Lane (proposed 2015- 16 dependent on federal funding), and a new Peony Lane. 3) Does the Council wish to revisit the greenway plan in order to assist in making the alignment decision? We could consider alternative layouts for the trailhead site to better consider the easterly alignment. The Peony Lane alignment contemplated in the Comp Plan was an easterly alignment, similar to Alignment #4. This alignment provided vistas of the large wetland complex some of you will recall this from the bus tour during the comp plan process.) This is also the most direct route, has the correct north and south connection points, has the desired 90 degree connection with County Road 47, and impacts the least number of private properties. This alignment does have the greatest environmental impact and affects the greenway. In 2007, the City purchased a large parcel as part of the greenway which is proposed for use as the trailhead to possibly include parking, a building for restrooms, programming, ski rental, and equestrian use. The original greenway concept included an equestrian component which could range from simply a trailer parking area to a full equestrian center and stables. The former Park & Recreation Director has been working with the Silver Buckle Saddle Club for several years to discuss a possible collaborative use at this trailhead. Once the greenway planning began and the trailhead was proposed, the roadway alignments were moved westerly so as to minimize impacts to the greenway and trailhead site. If the Council wishes to consider this alignment, we could seek alternative layouts of the trailhead site with a roadway going through the property to determine what uses would still be possible. 4) Does the Council wish to consider whether to do an EAW? No mandatory EAW is needed for this project. If the minimal alignment is selected, a discretionary EAW also is not needed. There is some disagreement among staff and consultants as to whether a discretionary EAW should be done. Staff has included an EAW in the process to be conservative, as well as to obtain additional information which could be useful in project design. It could be helpful in obtaining permits from the regulatory agencies to show that alternatives were considered. However, the City Council may not feel the impacts are significantly different between the alternatives and may desire to select an alignment based on other criteria. Page 12 S) Does the Council want staff to proceed with geotechnical work now? The geotechnical work (soils analysis) will give us better information about potential construction costs and may assist with alignment selection. We typically do this work on only one alignment to not incur costs and to assist with specific location. However, it could be done on more than one alignment if that would be helpful. The geotechnical work is likely an important factor if the easterly alignment is considered. Options: 1. Select one of the consulting engineer proposals. 2. Reject both proposals, and: a. Reissue an RFP with a more defined scope of work to specifically include public meetings, right-of-way acquisition tasks, etc., related to the four alignments. b. Proceed with the EAW, greenway trailhead alternative layouts, and/or geo- technical work, then consider alignment option and issue RFP for design. c. Select an alignment and issue an RFP for design. d. Do nothing. Let development pressure lead. However, due to the number of small parcels, it will be difficult and not cost efficient to build the roadway and utilities in short segments. Project Timing We anticipate construction in 2014 (entire construction season is needed), with preliminary planning, right-of-way acquisition, design, and environmental review done in 2012 and 2013. It will take 6-9 months for design, 4-10 months for right-of-way acquisition (minimum of 4 months is required for condemnation process and additional negotiation time is desired; right-of-way acquisition cannot begin until the environmental documents are approved); 3-4 months for environmental review. The soils work and analysis will take only 6-8 weeks. 3. ATTACHMENTS: Possible Alignments Map Staff report from Dec. 13, 2011 meeting Technical Memo provided to the Council in August 2011 Page 13 SRF No. 0107114 0120 TECHNICAL MEMORANDUM TO: Mr. Robert Moberg, PE City Engineer — City of Plymouth FROM: David Hutton, PE, SRF Project Manager Joel Johnson, PE, SRF Project Engineer DATE: March 15, 2011 SUBJECT: PEONY LANE CORRIDOR — 54TH AVENUE TO THE NORTH CITY LIMITS NORTH OF COUNTY ROAD 47 CITY PROJECT NO. 10015 I. INTRODUCTION In April 2010, the City of Plymouth authorized SRF Consulting Group to determine a preliminary alignment and profile for Peony Lane from 54th Avenue to County Road 47 under our General Services Contract. The project has been designated as City Project No. 10015. The work is being done at a planning level of detail in that SRF is using existing City information and mapping for the analysis rather than doing any additional field work. The City provided any existing field surveying and wetland information. The overall goal of the study is to establish the final roadway corridor based on the preferred alignment and to preserve the right of way for the future roadway as parcels become available or as development occurs, and also to make sure the final alignment is accounted for in the overall Northwest Greenway Master Planning Study. This report has been revised from the January 10, 2011 report at the request of City staff due to comments received at a neighborhood meeting held January 13, 2011. II. BACKGROUND A. History In its Comprehensive Transportation Plan, the City of Plymouth identified the need for a continuous north -south minor arterial connection between Trunk Highway 55 and the City of Maple Grove in the vicinity of existing Peony Lane. SRF Consulting Group completed a Peony Lane Alignment Study consisting of five (5) alternatives in 1995, and the City of Plymouth improved Peony Lane to a 4 -lane divided roadway from Trunk Highway 55 to the Page 1 Mr. Robert Moberg, PE - 2 - March 15, 2011 City of Plymouth Wayzata High School just north of Schmidt Lake Road. The improvement also included a bridge over the Canadian Pacific Railroad. Since the 1995 Study, the City of Maple Grove has improved Lawndale Lane north of 63rd Avenue to a 4 -lane roadway. Based on a meeting with Maple Grove staff, they eventually would like to improve Lawndale the rest of the way to the City limits, pending the final road alignment decision by Plymouth. In April 2010, SRF, on the City's behalf, began further analyzing two of the original five alternatives in conjunction with planning of the Northwest Greenway by the City's Parks Department. The area analyzed was Peony Lane from 54th Avenue to Lawndale Lane between County Road 47 and the City limits of Plymouth. Alternative 5 from the original 1995 study was eliminated by City staff and is not subject to the current study. The number of alternatives analyzed in the current study was expanded to four total, through discussions with City staff and the neighborhood meeting comments, as shown on the attached layout drawing. B. Transportation Plans In the City of Plymouth's Comprehensive Plan, the Peony Lane extension is listed as a Future A - Minor Arterial (Expander) with an ADT of 10,400 for year 2030; this plan classifies C.R. 47 as a B -Minor Arterial with an ADT of 6,000 to 8,300 ADT. Both are Identified Major Roadway Improvement Needs. The Hennepin County Transportation Systems Plan lists the Peony Lane extension as a Minor Expander, and classifies C.R. 47 as a Major Collector with an ADT of 7,200 to 8,100 for year 2030. The County provided a letter of support when the City requested C.R. 47 be reclassified as a B -Minor Arterial. C. Wetlands/Floodplain Elm Creek crosses Peony Lane south of 54th Avenue and flows eastward and then northward until it crosses C.R. 47 east of Lawndale Lane. The National Wetland Index shows a large wetland associated with Elm Creek Watershed that is east of and adjacent to the proposed roadway; portions of this wetland have been surveyed. This wetland area is also the floodplain for Elm Creek and the 100 -year HWL varies. The approximate Norinal Water Level of Elm Creek is 939 at its Peony Lane crossing south of 54th Avenue and 923 at its C.R. 47 crossing east of Lawndale Lane. Peony Lane south of 54th Avenue is occasionally flooded, so there may be an opportunity to eliminate that problem by either raising the road or upsizing the culvert. D. Existing Road/Adjacent Land Uses The existing Peony Lane Roadway north of the Wayzata High School consists of a two-lane undivided rural section, which travels along 54th Avenue, Ranier Lane, 56th Avenue, and Page 2 Mr. Robert Moberg, PE -3 - March 15, 2011 City of Plymouth Troy Lane through a series of sharp turns before intersecting with County Road 47 approximately one half anile west of the existing intersection of Lawndale Lane and C.R. 47. Land uses along the proposed corridor consist of fanllland, park land, and larger residential lots that are planned for development into other higher density, residential land uses in the future in addition to some local single family residences along Lawndale Lane north and south of C.R. 47. As mentioned above, Elm Creek and its associated wetlands and floodplains border the corridor along the east. Lawndale Lane provides local access directly to a number of properties, including the City owned parcel. There are a total of 9 driveways south of C.R. 47 and 4 driveways north of C.R. 47 within the City limits of Plymouth. E. Met Council Environmental Services (MCES) Interceptor There is a Metropolitan Council Environmental Services (MCES) Sanitary Sewer Interceptor line along the eastern border of the project corridor. All four roadway alternatives essentially parallel the interceptor for the first several hundred feet north of 54th Avenue. The proposed roadway should have minimal impact on the interceptor; with the exception of additional fill material and the potential raising of manholes. There may even be some opportunity to overlap the road right of way with some easement if MCES allows it. During the final roadway design phase, additional pipe analysis should be done to verify that it can withstand the additional soil loadings. The new Alternative 4, which came about as a result of components from the neighborhood meeting, closely follows the MCES alignment. In a meeting held with MCES staff on March 8, 2011 it was indicated that they would allow the roadway to encroach on their easement, provided their pipe is properly protected, and that agreements would be made between the City of Plymouth and any other agencies or utilities that would reside in or adjacent to the existing MCES easements and proposed road right of way. F. Northwest Greenway Park Planning Study The proposed roadway alignments were developed in coordination with the Northwest Greenway master planning study. Some of the principal objectives for the Greenway are to preserve and interpret the area's ecological resources, preserve and enhance wildlife corridors and connections, establish linkages between City -owned parks/trails/open spaces/schools/etc., and provide diverse recreational opportunities within the City. In 2007, the City purchased a large parcel just on the east side of the proposed Peony Lane alignment, between the proposed roadway and Elm Creek as part of their master park planning for the NW Greenway corridor. SRF recently provided an update to the City Council in September, 2010 on additional conceptual details for the Greenway master plan. The updated report outlines several different options for this parcel of land, but generally it would include a trailhead for the overall trail system, along with equestrian facilities of varying intensities ranging from simply a trailer parking area, to a full equestrian center and stable areas. The actual Page 3 Mr. Robert Moberg, PE - 4 - March 15, 2011 City of Plymouth final use would depend on the amount of park land that would remain once the roadway corridor is established. The ultimate trail system is planned to be combined with the proposed roadway trails running from the junction with County Road 47 south to the high school area and encircling the large wetland. One leg of the future trail system is planned to cross the proposed Peony Lane roadway via a grade -separated crossing to provide connectivity to the overall regional trail system to the west. (See Section V for additional discussion on this crossing) III. DESIGN CRITERIA / ASSUMPTIONS Design Criteria: Mn/DOT State Aid Design Standards (including horizontal and vertical curves). Typical Section: Design section: urban, 2 lane roadway. 12 foot lanes, 4 foot curb reaction distance. The section could expand to a 3 -lane section in certain areas to accommodate driveways. Ultimate section (Future): urban 4 lane divided roadway with boulevards and trails on both sides. Design Speed: 45 mph. Right -of -Way: For Peony Lane, 120 feet was used (based on Right -of -Way needs of the ultimate typical section). For the local street connection to Lawndale, a 50 foot section was used for calculating right of way needs for Alternative 2, and an additional 36 foot right of way was used to accommodate a frontage road for Alternatives 1, 3 and 4. Traffic Volumes: 10,400 ADT (2030 projection) Access: One-quarter mile spacing between intersections. Stonnwater: Treatment and conveyance will adhere to the City of Plymouth's and Elm Creek Watershed's standards. Treatment ponds would be sized based on National Urban Runoff Program (NURP) standards, and future design should promote infiltration where feasible. IV. ALTERNATIVE EVALUATION Four (4) alternative alignments were developed and analyzed. Refer to Appendix A for a drawing of the alternatives. Generally, Alternatives 1 and 3 are variations of the same alignment and it basically comes down to tradeoffs between impacts to the City -owned property versus Page 4 Mr. Robert Moberg, PE - 5 - March 15, 2011 City of Plymouth impacts to the property located at 5705 Lawndale Lane. The fourth alternative originated out of the neighborhood's suggestion to run the proposed alignment more in line with the existing MCES Interceptor Line and its associated easements. A request by the neighborhood to align the road further east of Alternative 4 was not pursued due to the major impacts to the large wetland complex which would not be acceptable to the wetland permitting agencies due to other alternatives being available. The following chart illustrates the potential impacts of each alternative: Concept level storinwater treatment ponds were placed near roadway low points - taking advantage of any proposed road right-of-way remnants where possible. Elm Creek Watershed's standards require National Urban Runoff Program (NURP) ponds with a minimum permanent pool volume of the runoff from a 2.5 inch storm over the entire contributing drainage area and an Page 5 ALTERNATIVE ALTERNATIVE ALTERNATIVE ALTERNATIVE 1 2 3 4 Length of Route (miles) 1.54 1.54 1.52 1.47 Estimated wetland impacts 1.6 1.0 1.6 2.7 ac) Estimated new Peony Lane right of way based on 120 foot corridor (ac): City owned park property 0.3 0.0 4.4 5.2 Private property 14.4 16.9 9.6 8.0 Total new right of way 14.7 16.9 14.0 13.2 Additional right of way needed to provide local 1.9 1.8 2.0 2.0 street access to properties on Lawndale Lane (ac) Number of properties 13 13 11 10 impacted (ea) Potential homes impacted 2 1 1 1 ea) Impacts to City -owned yes None minimal yes park property Intersection degree with 90 70 90 90 C.R. 47 Number of Stormwater 5 6 6 5 Ponds (ea) Number of Floodplain 2.1 2.1 2.7 5.8 Impacts (ac) Concept level storinwater treatment ponds were placed near roadway low points - taking advantage of any proposed road right-of-way remnants where possible. Elm Creek Watershed's standards require National Urban Runoff Program (NURP) ponds with a minimum permanent pool volume of the runoff from a 2.5 inch storm over the entire contributing drainage area and an Page 5 Mr. Robert Moberg, PE - 6 - March 15, 2011 City of Plymouth active pool with extended detention. The standards also promote infiltration. These standards in conjunction with the other standards of the Elm Creek Watershed Management Commission ECWMC) should be consulted in the future design. All four alternatives cross an Elm Creek tributary midway through the project corridor, with Alternative 1 crossing at a manmade pond area. It is not anticipated that this mamnade pond or any of the tributary crossings would require a bridge, but would likely require multiple round culverts or a box culvert. The exact size would be determined in future design, but the difference in size and cost for all the alternatives would likely be minimal. Alternatives 1, 2, 3 and 4 will have similar floodplain impacts at the Peony Lane crossing of Elm Creek, and the proposed crossing of the Elm Creek tributary midway through the corridor. Alternatives 3 and 4 will also impact the Elm Creek floodplain at the southerly extents of Lawndale Lane south of C.R. 47, and Alternative 4 will likely impact the floodplain immediately north of 54th Avenue. The standards of the ECWMC require compensatory floodplain mitigation at a ratio of 1:1 by volume, and a demonstration that the 100 -year floodplain will not be impacted. Because Alternative 4 runs closer to the wetlands and floodplain, it will have an increased chance of surpassing the five (5) acre floodplain impact threshold which would then require additional permitting requirements. Alternative No. 1 Alternative No. 1 generally skirts the existing large wetland complex, avoids the City property except for a small coiner in the northwest, and then follows the existing driveway of 5705 Lawndale Lane and the existing Lawndale Lane roadway both south and north of C.R. 47. The following are the pros and cons of this alternative: Pros: Cons: Low impacts to City owned park property Crosses C.R. 47 at 90 degrees Lowest floodplain impacts Requires lowest number of stormwater treatment ponds (5) Greatest number of potential home impacts Higher right-of-way impacts to private property Highest number of property impacts Higher wetland impacts Impacts the existing residential driveways on Lawndale Lane, which would require a local frontage road to provide access to Peony to avoid direct driveways onto an arterial street. For the design year, a 3 -lane section could be utilized. Page 6 Mr. Robert Moberg, PE - 7 - March 15, 2011 City of Plymouth Alternative No. 2 Alternative No. 2 goes north of the main wetland complex and generally avoids the property at 5705 Lawndale Lane before crossing a fairly large undeveloped farmland property on the south side of C.R. 47 and then crossing C.R. 47 at a 70 -degree skewed angle before tying into existing Lawndale Lane north of C.R. 47. The following are the pros and cons of this alterative: Pros: Cons: No impact to City owned park property Least wetland impacts Lower number of house impacts Lowest impacts to MCES Interceptor Line Least floodplain impacts Highest right-of-way impacts to private property Higher number of property impacts Crosses C.R. 47 at 70 degrees rather than the desired 90 degrees Requires a fairly lengthy and not very convenient connecting City street to proved access to Lawndale Lane Requires 6 stormwater treatment ponds Severs a large agricultural property, thereby impacting its future development options Alternative No. 3 Alterative No. 3 generally skirts around the existing wetland but generally goes through the property that the City previously acquired as part of the Greenway Corridor for a potential trail head and parking lot. It then follows the existing driveway at 5705 Lawndale Lane and the existing Lawndale Lane roadway south of C.R. 47. The following are the pros and cons of this alternative: Pros: Cons: Lower right-of-way impacts to private property Lower number of property impacts Lower number of house impacts Crosses C.R. 47 at 90 degrees Higher impact to City owned park property. Higher wetland impacts Page 7 Mr. Robert Moberg, PE - 8 - March 15, 2011 City of Plymouth hnpacts the existing residential driveways on Lawndale Lane, which would require a local frontage road to provide access to Peony to avoid direct driveways onto an arterial street. For the design year, a 3 -lane section could be utilized. Higher floodplain impacts Requires 6 stormwater treatment ponds Alternative No. 4 Alternative No. 4 follows the existing MCES Interceptor Line keeping the manholes located in the boulevard area of the ultimate typical section (future). It takes a more direct route through the City property then follows the existing Lawndale Lane roadway both south and north of C.R. 47. The following are the pros and cons of this alternative: Pros: Cons: Lowest number of property impacts Lowest right-of-way impacts to private property Lower number of house impacts Requires 5 stormwater treatment ponds Crosses C.R. 47 at 90 degrees Highest impact to City owned park property. Highest floodplain impacts Highest wetland impacts Impacts the existing residential driveways on Lawndale Lane, which would require a local frontage road to provide access to Peony to avoid direct driveways onto an arterial street. For the design year, a 3 -lane section could be utilized. Page 8 Mr. Robert Moberg, PE - 9 - March 15, 2011 City of Plymouth V. GRADE -SEPARATED TRAIL CROSSING As a part of the Northwest Greenway, a grade -separated crossing is proposed for the overall trail network. The City desires to have a connection from this area to an overall regional trail system to the west. Two options were looked at. One option is to place the proposed trail crossing about 200 feet south of 54th Avenue. This option avoids crossing the MCES Interceptor Sanitary Sewer line completely but would require that the roadway profile be raised about five additional feet, resulting in the placement of additional roadway fill material over the interceptor line. This raises several concerns including impacts of the additional weight on the pipe and substantial manhole extensions in the order of five additional feet. A second option would place the pedestrian crossing approximately 100 feet north of 54th Avenue. This option for the crossing would place the actual structure directly over interceptor pipe, but would require less roadway embankment due to the lower invert elevations of the proposed crossing. The actual clearance of the bottom of the structure and the top of the pipe, along with the additional weight of the structure on the pipe would need to be evaluated further. The final location of this pedestrian crossing would need to be determined as part of the specific design of the roadway and structure, based on a number of factors such as soil strength, depth of interceptor pipe, water table and drainage and embankment fill weight. Either option would accommodate the City's overall desire to provide a trail crossing under the new roadway and connection to the overall regional trail network in the northwest part of the City. VI. Cost Estimate All four alternatives are approximately the same length and the estimated costs of each should be relatively equal. Estimated construction costs for this roadway using the design year 2 -lane or 3 - lane urban section should be in the range of four to five million dollars ($4-$5 million). The estimated construction costs for the ultimate future design incorporating a 4 -lane divided urban section should be in the range of eight to ten million dollars ($8-$10 million). These costs do not include right of way costs or engineering/administration costs. A more detailed analysis including soil borings/investigation should be done in the future to more accurately determine the estimated costs. VII. RECOMMENDED ALTERNATIVE Based on the 20 year projected traffic volumes, our recommendation is to construct a 2 -lane roadway initially, with a 3 -lane section immediately south of C.R. 47 to accommodate the numerous residential driveways in this area. Ultimately, looking out at the future (50 year horizon), the City should consider preserving enough right of way to accommodate a 4 -lane, divided roadway (120 feet wide), and in the area immediately north and south of C.R. 47 there would be additional right-of-way acquisition to accommodate a residential access road Page 9 Mr. Robert Moberg, PE _10- March 15, 2011 City of Plymouth 156.5 feet wide). It makes good planning and fiscal sense to preserve the potential corridor now for transportation needs rather than allow the corridor to be taken by other potential uses or development. From an engineering and transportation design viewpoint, Alternative 2 is not recominended because of the 70 degree skewed intersection at C.R. 47, the severing of a large undeveloped parcel and the circuitous local street connection that would be needed to provide access to the existing properties on Lawndale Lane. Alternative 4 is also not recommended due to greater impacts to the wetland complex and potential long term maintenance costs of having a major sanitary sewer interceptor under the roadway. Based on the overall impacts and advantages, our recormnendation would be to use Alternative No. 1 if the City desires to minimize the direct impact to the City -owned park property, although this does have a large impact to the adjacent parcel at 5705 Lawndale Lane. If the City desires to minimize the impact to that parcel and utilize as much of the City -owned parcel for the future road aligmnent, our recommendation would be to use Alternative No. 3. From transportation planning viewpoint, Alternative 1 or 3 are both acceptable and meet State and City design requirements. The City should move ahead with the environmental analysis and documentation on all four (4) options to further investigate and determine the best overall alternative with the least ainount of overall impact. DEH/bls/gib Attachrnents: Exhibits H.•IProjectsl71141H1-MUIDOCITech Men2oU10315 Technical Menzorandmn.docx Page 10 APPENDIX A Page 11 r L d a $( 1 a = 65th AVf, v 65th PLpN GLEASON RD. J W Wp 55 th 3 ' z G9 ELM - RD. o 4 J o FIE LDST0 AV. > Q 69th AVE. Q iOl, Xh 64th PL. 69th5 p f-1 6R f(•lfz4ttipVE• 6gth AVE. N. O QL• a v r Q' AVE. N. 00 63rd Pt-• 'o z P I6LO ST E BLVD. 63rd J F RD 63rd a AVE. o a AVE. N. 62nd >PL. 2 N, °- '' FOUtP w J 63( 6• o a r` r a ORB 2 x - 62hd wy' A ll, ll 1°L 2n Lp N. V EI UP HACKAMORE RD. 4 LP• pV t y \r t y v0a Gist AV DR. CITYll F p1,7 r JC"ll.s ll lJ JL m z !9 101ROSE ! 9 47 d 2 47 J 60 60th AVf, 47 41 47 59 z STUDY AREA q N. 0 5ltt o d p° OSS R. 0 ~ Sit D z ADN, f J 56th E. Cq I<!y o a T 1 1 PR o o CREEK 101 54th AVE. > z U EVERGREEN RD. T116N CHERRY HILL ( SFP - ui 6 6 N. -n 'n CT. xp = o C R22WHERRYow . a N• 50th Q mQ hICC 't R. 9<no LILq(, ` 51st AVE, y! v 4= Op y DUNKIRK PL q SDxh 50thCF CL YDfs TR. A WAYZATA o os, vP -K = Q F p• PL, w 0q f ^ 'CLYDESDALE TR. HIGH SCHOOL = P! ! 'v " 50th AVE. F' 101 Z,/ qq, NARCIS US LA. SCHMIDT KE z RO• 9yo qN0 (4, 49th PL, N. P o z — VV E• o o w F, U 4 h AVE. 49ht 55 J OatPL. j v P CT TONhAMEIo L w 48th qVE: N. a r COMANCHE v' ? 48th Q AVE. N. 48 T 9c PJE' Plop a PLYMOUTH Q z z TR. RD. J 2' MILL DR• a o z Q = oy xr .ria e° q 2000 POP, 65,894 w c a ro m J a P• m ofs V v H Mel a ` PJF'• z J P i ti` s C'' etc, fSTo a gT 46th w hAVE. 46th AVE. N. o 'ED w 'j- TR. u ah N• R h kVE. N• w nT F 45th AVE. 45th AVE. 45th AVE. N. w a CKFORD = ?! z a J z ? gAth T118N a J RD. ' OLD 9VE.N' U 0 1217 z w z 93r a a z 43rd AYE. R23W R22W a J o tl w a 43rd R C y04131181awQo0kFo 1 ORD. E. Z a oQ2 w = J qGF, 0R rte c NAVpS a a` qVf• w o _ O IV 0 RD. d N. 4 Jlist 12. PL. N. 4I F% 41 stnd3•q VE' 2 a 13. D list AVE. N. PJ 6 k pVE• N' A VE. a•,5 r z 41st AVE. 4 40th PL. N• `^ i AVE• iO x N. z d 40th -ai AVE. N. I\e Ki N. a 40th AVE. N. .o z 39th LA. N. 55 39th9 PU• N' w z 39 th may, N, z i '11EDIIy 9th z 39th CT. N. w 039th AVE. 0xr O da 39 th IVF. 4 r N• 39th AVE. N. ' 38 th AV,. ^' Qom• 38xh MN 31. IN 38th AVE. N. y m w d 4Vf,- Z r C 01PROJECT LOCATION cow.kkgcm.P,1— PEONY LANE N. CITY OF PLYMOUTH 7114 1112912010 Figure 1 Page 12 A.H. 4J DNY L . ALIGNMENT ALTERNATIVES Consulting Group, Inc. . — —, . ' " .— ... CITY OF PLYMOUTH 7114 3/1512011 m U r. HOLLY LN. Nt) 500 1000 scale In fleet O 1 I I 1 D 1 z WAYZATA - HIGH SCHOOL ----N#.1 Of — ' L Y O iis Wm o i Z TIER LN. N > Q f .. Or M ES INTERCEPTOR LINE LN. 11 i 11 RFFk A ham 06 w o 0 0 LU J J 11 IN Figure 2 Page 13 q PEONY LN. 0' __ 60.•.01 B.0' 14.0' 4.0' 12.0' 12.0' 4.0' 60.0' WALK SHLD THRU THRU SHLD B618 C&G nAut 0.02 0.02_ j-l TYPICAL SECTION (DESIGN) L PEONY LN. ULTIMATE TYPICAL SECTION WITH TURN LANES (FUTURE) TYPICAL SECTIONS C,,,G-p,,. PEONY LANE N. CITY OF PLYMOUTH 7114 11712011 Figure 3 Page 14 60.0' 60.0' 8.0' 1 14.0' 14.0' 14.0' 18.0' 14.0' 14.0' 12.0' 10.0' WALK THRU THRU MEDIAN THRU THRU TRAIL B618 C&G PROFILEGRADE 8618 C&G 8618 C&G 0.02 0,02_. ULTIMATE TYPICAL SECTION (FUTURE) R/W L PEONY LN. R/ 60.0' 60.0' 8.0' 14.0' 14.0' 14.0' 6.0' 14.0' 12.0' 14.0' 12.0' 10.0' WALK THRU THRU CONC. LEFT TURN THRU THRU TRAIL MEDIAN 8618 C&G rGRADEROFILE G X8618 C&G 8618 C&G--\ ULTIMATE TYPICAL SECTION WITH TURN LANES (FUTURE) TYPICAL SECTIONS C,,,G-p,,. PEONY LANE N. CITY OF PLYMOUTH 7114 11712011 Figure 3 Page 14 l LEGEAD r, 1 DRAVA— NW] WETLAND ELM CREEK r'r, '\tiirl`rr\ t—'S sk< r, \\i''`i'h\ ,4\ .`r.i_ `e'r `r'-i, \+\ r + 4 _ S [CHU 4 1 f IL ok ag,. ,, `'7 .:. , - BVI ' 1 . •_ 40— Molt -Ar r i 1,ri ' ' iii. ` •gum-, i RL Ao, Al 0- 71, Fit M V r AERIAL MPO GRAPHYM ssuFs N1/\i rp) City of Plymouth Adding QoaWy to Life REGULAR COUNCIL MEETING December 13, 2011 Agenda Number: To: Laurie Ahrens, City Manager Prepared by: Robert Moberg, P.E., City Engineer 1. ACTION REQUESTED: 6.14 Receive Proposals and Designate Consulting Engineer Item: For Peony Lane / Lawndale Lane Extension Project City Project No. 10015 Adopt the attached resolution receiving engineering proposals and designating an engineer for environmental review, design engineering, and right of way acquisition services for the above referenced project. 2. BACKGROUND: Realignment and expansion of the Peony Lane / Lawndale Lane roadway corridor from Schmidt Lake Road to the Maple Grove border, as well as installation of a trunk water main in the corridor, has been identified in the 2011-2015 Capital Improvements Program (CIP), with construction of corridor improvements scheduled for 2014. Staff believes it is necessary to designate a consulting engineer now to allow adequate time for completion of alignment selection, environmental documentation, design engineering, and acquisition of right of way in advance of the programmed year of construction. Requests for proposals were sent to four engineering firms with the technical expertise required to deliver this project. Two of the firms opted not to submit proposals. Two proposals have been received and evaluated by a staff selection committee. Criteria used for the evaluation consisted of the following: Experience and success performing similar projects Project understanding and proposed scope of work Experience of the consultant's project team Proposed schedule for completing the work Proposed cost to perform the work. The categorized and total estimated engineering fees proposed from each consultant are as follows: SRF Consulting Group, Inc. - $35,350 (Environmental) + $316,200 Design) + $129,000 (Right of Way) _ $480,550 (Total) Page 1 WSB & Associates, Inc. - $24,046 (Environmental) + $212,022 (Design) + 154,000 (Right of Way) = $390,068 (Total) After meeting on November 10, 2011 to discuss the proposals, the selection committee, consisting of Public Works and Parks and Recreation staff, concluded that the proposal from SRF Consulting Group, Inc., demonstrates the best overall response to the evaluation criteria. Specifically, SRF's proposal includes elements in their work plan that allow for better transparency in alignment selection, greater public involvement, development of a comprehensive wetland replacement plan, and greater flexibility in right of way acquisition activities. These elements are further identified as follows: 1. Development of an Environmental Assessment Worksheet (EAW) will include the use of a matrix approach to evaluate four alignment alternatives identified previously and then using the matrix results to guide selection of a preferred alignment. Although use of a matrix was not required in the RFP, SRF proposes to use it and staff believes that using this approach will bring transparency to the alignment selection process for affected residents and will better position the City Council to make a fully -informed alignment selection. 2. Inclusion of 5 staff meetings and 3 public meetings throughout the environmental review and design development process (as required by the RFP). In addition, 2 utility coordination meetings with public utility companies and 1 meeting with the Parks and Recreation Advisory Commission (PRAC) have been included in the work plan and have been clearly identified on the proposed schedule. While the additional meetings were not required by the RFP, staff expects that public utility companies will have an interest in planning new facilities in the Peony/Lawndale corridor and that PRAC will have a strong interest in understanding the relationship between the selected roadway alignment and the Northwest Greenway Master Plan. Staff believes a more robust public participation process, as identified in the SRF proposal, will result in greater public support for the selected alignment. 3. Completion of a wetland replacement plan for the selected alternative. The RFP identified this task to be done if needed. A recently -completed wetland delineation report for the corridor indicates wetland impacts will occur with all four alignment alternatives. 4. Inclusion of property appraisal work that addresses simple and complex appraisals for each parcel needed for right of way. Until an alignment has been selected, it will be difficult to determine whether individual right of way parcels can be obtained using simple appraisals or ones that are more complicated. The work plan also includes relocation assistance for one property, should the need arise. This task was not required in the RFP but with one of the alignment alternatives, relocation for one residence is probable. Staff believes that flexibility in the work plan could result in a cost savings at the time right of way acquisition is undertaken. These work plan elements, when coupled with SRF's experience in developing the transportation chapter of the City's Comprehensive Plan and in developing the Northwest Greenway Master Plan, gave the selection committee confidence that some overall cost efficiencies will be realized for the project. By committing to completion of environmental review, preliminary and final design, and right of way acquisition in a streamlined manner, the City will be better -positioned to complete construction of Peony/Lawndale corridor Page 2 improvements in 2014. Completion of the Peony/Lawndale connection is critical to providing an alternative route in advance of construction of anticipated improvements in the Vicksburg Lane corridor. Recently, the City Council expressed concerns about the timeliness and perceived delays of progress for this project. A timeline of activities to date is outlined below: February 2010 Initial field survey work conducted April 2010 Corridor study initiated July 2010 Supplemental survey work completed December 2010 Draft corridor study report completed January 2011 First neighborhood meeting held to review three alignments March 2011 Final corridor study report completed and 2nd neighborhood meeting held to review four alignments May 2011 City Council receives update on Northwest Greenway Master Plan August 2011 City Council receives staff memo forwarding the corridor study report and providing a project update October 2011 RFP for consultant services sent out and proposals received November 2011 Wetland delineations completed for corridor After the first neighborhood meeting was held, it became apparent to staff that greater public participation would be needed in selecting a preferred alignment that balances the desires of the residents affected by the project with the City's plans to incorporate the City -owned parcel along the corridor into the Northwest Greenway Master Plan. Staff notified residents along the corridor each time that City -sponsored activity was taking place in the corridor. A copy of all correspondence sent to residents to date is attached. Meeting minutes from the two neighborhood meetings held to date are also attached. 3. BUDGET IMPACT: This project is identified in the City's 2011 — 2015 Capital Improvements Program (CIP) with an estimated cost of $7.3 million. Financing for engineering services will be from the Municipal State Aid Fund. It should be noted that the proposed cost of engineering services is an estimate only and that actual costs are likely to change as the project evolves. 4. ATTACHMENTS: Location Map Request for Proposals Correspondence sent to residents Meeting minutes from two neighborhood meetings Resolution Page 3 Proposed Peony/Lawndale Lane Corridor Project Location Map z Q ry Q O 47 56TH AVE 63RD AVE N ity of Maple Grove City of Plymouth J J cn , . 63 2N0 W Approximate Corridor Location s JB fT4 P VIE O O, t G TH CT 2, Y y Page 4 0 0 REQUEST FOR PROPOSAL PEONY LANE / LAWNDALE LANE EXTENSION CITY PROJECT N0. 10015 To provide engineering, surveying, environmental, and right of way acquisition services to the City of Plymouth for the extension and expansion of Peony Lane / Lawndale Lane from Schmidt Lake Road to the City boundary north of County Road 47. The project will include the extension of street and water main improvements through a corridor connecting Peony Lane and Lawndale Lane. PROJECT DESCRIPTION The City's 2011-2015 Capital Improvement Program (CIP) includes the extension and expansion of Peony Lane from Schmidt Lake Road to the City border with Maple Grove, with construction anticipated for 2014 and an estimated total project cost of $7,000,000. The City's 2030 Comprehensive Plan identifies the corridor as an A -Minor Arterial with a 2030 traffic volume of more than 10,000 vehicles per day. A technical memorandum was completed by a consultant for the City in March 2011. The technical memorandum provided a planning -level analysis of four 4) alignment alternatives. Each one of the alternatives proposes to connect the Peony Lane corridor to the Lawndale Lane corridor within City limits. Attached is a location map showing the four alignment alternatives included in the technical memorandum. The City's 2030 Comprehensive Plan also identifies the need to extend a 16 -inch trunk water main in the Peony Lane / Lawndale Lane corridor from a point north of Wayzata High School to County Road 47. Existing right of way is limited in the project corridor and a substantial amount of right of way must be obtained in advance of proposed construction. Proposed improvements include the following: 1. Roadway improvements designed to Municipal State Aid standards with a 45 mph design speed. 2. Installation of a traffic signal with channelization at the Peony Lane/ Lawndale Lane intersection with County Road 47. 3. Extension of a 16 -inch trunk water main from a point north of Wayzata High School to County Road 47. 4. Storm water conveyance and treatment measures that comply with City and Elm Creek Watershed Commission standards. 5. Installation of a grade -separated crossing between the proposed roadway and the proposed Northwest Greenway trail corridor. O:\Engineering\PROIECTS\2010-2019\10015\Miscellaneous\RFP_PeonyLane.do cx Page 5 SERVICES REQUESTED The Consultant is to prepare a proposal to provide environmental, surveying, and engineering services to complete an Environmental Assessment Worksheet (EAW), recommend a preferred alignment, secure permits necessary for construction, and prepare plans, specifications, and cost estimates in accordance with Mn/DOT's Municipal State Aid and City standards. The Consultant is also requested to include a proposal to provide right of way services in accordance with State and Federal standards, once a final alignment has been selected. This part of the proposal is to be identified as an optional service. ENVIRONMENTAL ASSESSMENT WORKSHEET The Consultant is to complete an Environmental Assessment Worksheet (EAW) that analyzes the four alignment alternatives identified in the March 2011 technical memorandum and that recommends a preferred alternative. The EAW shall be prepared in conformance with State and Federal environmental documentation requirements. MEETINGS At a minimum, the Consultant should plan on attending five staff meetings at City Hall and three public meetings during the environmental review and preliminary/final design process. Staff meetings are: Kick-off meeting. Draft environmental assessment worksheet review meeting. Selected alternative review meeting. 50% plan completion review meeting. 95% plan completion review meeting. The Consultant should identify additional meetings, if needed, to complete their proposed work program. O:\Engineering\PROJECTS\2010-2019\ 10015\Miscellaneous\RFP_PeonyLane.docx Page 6 PRELIMINARY AND FINAL DESIGN I. II. Field/Boundary Survey A. The Consultant shall perform a property boundary survey and field control survey and develop control points and perform topographic survey of the project boundaries in English units. The City conducted some survey work in the corridor in 2010 and that information can be made available if the Consultant so desires. The boundary survey will be needed to determine the limits of existing rights of way and easements, to confirm property line locations, and to determine the extent of additional right of way needed along the corridor. Plans A. Using topographic and survey information, prepare base plans showing: 1. Locations and elevations of all physical features. 2. Existing right-of-way/easements and property lines. 3. Existing utilities (electric, gas, telephone, cable TV, MCES sewer, etc.). 4. Existing City systems (sanitary sewer, water main, storm sewer). B. Prepare preliminary and final design plans in a format required for regulatory agency review including the following: 1. Removals 2. Roadway Alignment and Profile 3. Roadway Typical Sections and Cross Sections 4. Drainage System 5. Sidewalks and Trails 6. Traffic Signal and Traffic Control 7. Traffic Signage and Striping 8. Roadway Lighting 9. Water Main Alignment and Profile 10. Erosion Control 11. Wetland Replacement (if needed) 12. Restoration / Landscape 13. Estimated Quantities Specifications and Contract Documents A. Prepare contract documents and specifications of a form and substance required by the City and by regulatory agencies. B. Prepare opinion of probable construction cost (Engineer's Estimate). C. Submit to City and all applicable agencies for review and approval. 0:\Engineering\PROJECTS\2010-2019\ 10015\Miscellaneous\RFP_PeonyLme.docx Page 7 D. Furnish up to 25 copies of the plans, a digital copy of the plans (Auto -CAD), an electronic copy of the Engineer's Estimate, and an electronic copy of the specifications (Word Document) for bidding purposes. E. Furnish all survey information to City in point file ASCI format. IV. Permits A. Minnesota Pollution Control Agency (MPCA) B. Minnesota Department of Natural Resources (MnDNR) C. Minnesota Department of Health (MDH) D. Metropolitan Council Environmental Services (MCES) E. U.S Army Corps of Engineers F. Elm Creek Watershed Management Commission G. Hennepin County Transportation Department H. City of Plymouth (LGU for Wetlands Conservation Act) RIGHT OF WAY (OPTIONAL) I. Plan Preparation A. Prepare right of way plan in accordance with State and Federal requirements. B. Prepare easement descriptions for approximately 20 parcels. II. Right of Way Acquisition A. Perform appraisals of right of way and easements needed for construction. B. Acquire right of way and easements in accordance with State and Federal requirements. SPECIAL SERVICES I. Geotechnical Investigations The City will independently retain Geotechnical Consultant services. The Consultant shall be responsible for the following: A. Stake boring locations or locate after borings are completed. B. Review geotechnical logs and report to identify areas of concern. C. Determine if additional investigation is needed after review of logs and report. D. Arrange for additional investigation as needed. E. Review supplementary reports. F. Coordination with Geotechnical Consultant during design. O:\Engineering\PROJECf S\2010-2019\1001 i\MisccUaneous\RFP_PeonyLane.docx Page 8 II. Wetland Delineations The City will independently retain Wetland Delineation services. A wetland delineation report will be provided to the Consultant for incorporation into the EAW and roadway design. The Consultant will be responsible for the following: A. Review wetland delineation report to identify areas of concern. B. Use wetland delineation information to develop a wetland replacement plan, if needed, for the selected roadway alignment. MINIMUM QUALIFICATIONS Evidence must be presented which reflects the qualifications of those individuals the Consultant will assign to perform the work as to having environmental documentation, roadway and utility design, and right of way acquisition experience. The proposal shall reference any similar projects which have been completed within the last five (5) years. References should include a contact person and phone number. TIME FRAME The proposal must identify the major work tasks and dates of accomplishment. These work tasks must include tasks which the Consultant anticipates will be done by the City and any subcontractors on this project. Work on this project should be initiated within two (2) weeks of the contract approval and diligently performed thereafter. The proposed accomplishment dates will be monitored by the City to evaluate the Consultant's performance on the project. Any deviation from the milestones as proposed by the Consultant shall be approved by the City Engineer. It is desired that the Environmental Assessment Worksheet prepared by the Consultant be submitted to the City Council for consideration by March 2012. BUDGET AND FEES: The budget for this project is $7,000,000 including design, engineering and construction. The proposal should indicate the total cost for consultant services, should be submitted with breakdowns of each phase and should itemize major cost components anticipated for the project as outlined in this RFP. The proposal should include hourly rates for specific professional services, including meeting and presentation costs. Payment of Consultant fees will be made every thirty days upon receipt of a progress report and an invoice itemizing services performed and hours worked with the approved budget amount and requested payment to date. The City of Plymouth may stop the project at the end of any phase or may eliminate a phase or phases if desired. 0:\Engineering\PROJECTS\2010-2019\ 10015\Miscellaneous\RFP_PeonyLane. docx Page 9 CONTRACT RESPONSIBILITY The City will prepare the necessary contractual agreement for this project. The Principal Consultant may consider subcontracting portions , of the work program. However, any subcontractor shall be approved by the City Engineer. All subcontracts will be between the Principal Consultant and the subcontractor and the only responsible party for the contractual fulfillment will be the Principal Consultant. Qualifications and project experience must be submitted for any subcontractors proposed on this project. SUBMISSION AND SELECTION PROCEDURE Consultants interested in performing the professional services requested shall submit five (5) copies of their proposal to: Bob Moberg, City Engineer, City of Plymouth, 3400 Plymouth Boulevard, Plymouth, MN 55447, by 4:00 p.m. on October 28, 2011. Questions concerning the proposal may be directed to Bob Moberg at (763) 509-5525. Proposals will be evaluated by a selection committee and City Council consideration of a Consultant services agreement is anticipated to be made on November 8, 2011. The selection committee, at a minimum, will consider the following factors in evaluating the proposals: 1. Experience in performing similar projects. 2. An understanding of the work to be completed. 3. Experience of individuals the Consultant will assign to this work. 4. Success other communities and agencies have experienced in constructing projects designed by the Consultant. 5. Proposed cost of the engineering services. 6. Proposed schedule for completing the work and the ability to perform the work within the specified time. 7. Familiarity with the City of Plymouth and other related agencies' policies, procedures, and standards. The successful consultant will enter into a Master Agreement for Professional Engineering Services with the City if one does not currently exist. Payment will be based on actual time worked with a not to exceed amount in the agreement. Please include an hourly rate schedule. 0:\Engineering\PROJECTS\2010-2019\ 10015\Miscellaneous\RFP_PeonyLane.docx Page 10 January 22, 2010 Dear Resident, This letter is to inform you that the City of Plymouth will be conducting a field survey in your area over the next 2-3 months. Some of the survey work will be done on a portion of your property. As part of the City's Comprehensive Plan, a future extension of Peony Lane from 54th Avenue to County Road 47 is proposed, with the connection to County Road 47 planned to be in the vicinity of Lawndale Lane. The City has no plans to construct the Peony Lane extension in the foreseeable future. As you are probably aware, the City acquired a parcel of land from Bruce Nedegaard (formerly the Powers property), that will become part of the Northwest Greenway. The City Parks department is exploring the possibility of building a trailhead facility on the property. In order for the City to move forward with our Greenway planning, it is necessary to develop a preferred alignment for the future extension of Peony Lane. The field survey will help us in identifying the preferred alignment. A representative from the City will be contacting you shortly to obtain right -of -entry for the survey work. Please call me at 763-509-5525 if you have questions. Thank you in advance for your cooperation. Sincerely, Robert L. Moberg, P.E. City Engineer Page 11 City of Plymouth Adding Quatity to Life Scherber Investment Ltd. Partnership 11415 Valley Drive Rogers, MN 55374 Dear Property Owner: July 7, 2010 This letter is to inform you that the City of Plymouth will be conducting a field survey in your area over the next 2-3 weeks. Some of the survey work will be done on a portion of your property. As part of the City's Comprehensive Plan, a future extension of Peony Lane from 54th Avenue to County Road 47 is proposed, with the connection to County Road 47 planned to be in the vicinity of Lawndale Lane. The City has no plans to construct the Peony Lane extension in the foreseeable future. As you are probably aware, the City acquired a parcel of land from Bruce Nedegaard formerly the Powers property), that will become part of the Northwest Greenway. The City Parks department is exploring the possibility of building a trailhead facility on the property. In order for the City to move forward with our Greenway planning, it is necessary to develop a preferred alignment for the fixture extension of Peony Lane. The field survey will help us in identifying the preferred alignment. A representative from the City will be contacting you shortly to obtain right -of -entry for the survey work. Please call me at 763.509.5525, if you have any questions. Thank you in advance for your cooperation. Sincerely, ffobertP.E. City Engineer 3400 Ply,-,iout NO/d . i0ty'`1OUth, Ntirinesotn'55'1 17-1482 3c1: 763-11-019- 15000 9:Ctys? o,,ft. h. ;:r,S 0AEngineeringWR01ECTS\1_010-3019\10015\Ltrs\Scherber_FTe1dSumey_R/0a 12 City of P I YMOUt Adding Quality to Life Mr. & Mrs. Joseph Bowen 5730 Troy Lane Plymouth, MN 55446 Dear Mr. & Mrs. Bowen: July 7, 2010 This letter is to inform you that the City of Plymouth will be conducting a field survey in your area over the next 2-3 weeks. Some of the survey work will be done on a portion of your property. As part of the City's Comprehensive Plan, a future extension of Peony Lane from 54`" Avenue to County Road 47 is proposed, with the connection to County Road 47 planned to be in the vicinity of Lawndale Lane. The City has no plans to construct the Peony Lane extension in the foreseeable future. As you are probably aware, the City acquired a parcel of land from Bruce Nedegaard formerly the Powers property), that will become part of the Northwest Greenway. The City Parks department is exploring the possibility of building a trailhead facility on the property. In order for the City to move forward with our Greenway planning, it is necessary to develop a preferred alignment for the future extension of Peony Lane. The field survey will help us in identifying the preferred alignment. A representative from the City will be contacting you shortly to obtain right -of -entry for the survey work. Please call me at 763.509.5525, if you have any questions. Thank you in advance for your cooperation. Sincerely, Robert L. Moberg, P.E. City Engineer 34fCO Pbgnou h SINC) f; J [:ttii 1, M r :5cr-a -3-;A17-1482 s tet, 63-509-. iii, i`. i CrtiL ?. Tlii. t5 0'.\Engineerinv\P2olECTS\2010-3019\10015\Urs\Bmen_FIeldSurvey_040W13 December 28, 2010 SUBJECT: PEONY LANE CORRIDOR STUDY CITY PROJECT NO. 10015 Dear Property Owner: The City of Plymouth has completed a study of the Peony Lane / Lawndale Lane corridor between Schmidt Lake Road and the City border with Maple Grove. You are cordially invited to attend a neighborhood meeting at 6:30 p.m. on Thursday, January 13, 2011 in the Medicine Lake Room at Plymouth City Hall (3400 Plymouth Boulevard). At the meeting, City staff will identify the alignment options being considered and will ask for your input on the various options. I look forward to your participation in this important process. Please email me at rmoberg_gplymouthmn.gov or call me at 763.509.5525, if you have any questions. Sincerely, Robert L. Moberg, P.E. City Engineer Page 14 0:\Engineering\PROJECTS\2010-2019\10015\Letters\PropOw ers_NeighborhoodMtg_I00I5.docx March 10, 2011 SUBJECT: PEONY LANE CORRIDOR STUDY CITY PROJECT NO. 10015 Dear Property Owner: The City of Plymouth has updated a study of the Peony Lane / Lawndale Lane corridor between Schmidt Lake Road and the City border with Maple Grove. You are cordially invited to attend a neighborhood meeting at 6:30 p.m. on Wednesday, March 23, 2011 in the Black Box Theater at the Plymouth Creek Center (14800 34th Avenue North). At the meeting, City staff will identify the alignment options being considered and will ask for your input on the various options. I look forward to your participation in this important process. Please email me at rmoberggplymouthmn.gov or call me at 763.509.5525, if you have any questions. Sincerely, Robert L. Moberg, P.E. City Engineer Page 15 0:\Engineering\PROIECTS\2010-2019\ 10015\.etters\PropOwoers_NeighborhoodMtg_ L 0015_031011. docx City ('.up o Plymouth Adding Quality to Life July 29, 2011 SUBJECT: PEONY LANE CORRIDOR STUDY PROJECT STATUS UPDATE CITY PROJECT NO. 10015 Dear Property Owner: Since the last neighborhood meeting on March 23, 2011, the City of Plymouth has received several inquiries regarding the status of the Peony Lane/Lawndale Lane corridor project between Schmidt Lake Road and the City border with Maple Grove. The City will be hiring a consultant this fall to complete an Environmental Assessment Worksheet (EAW) for the project. Once the EAW is completed, a final alignment will be selected with construction anticipated to occur in 2014. I expect the EAW will be completed by the end of this year. Please call me at 763.509.5525 or email me at rmoberggplymouthmn.gov, if you have questions. Sincerely, Robert L. Moberg, P.E. City Engineer 3400 Plymouth Blvd m Plymouth, Minnesota 55447-1482 a Tel 763-509-5000 e www.ptymouthmn.gov Page 16 0:\Engineering\PROJECTS\2010-2019\10015\Leriers\Property Owners 072911.docx City of y mouth Adding Quality to Life October 12, 2011 Name_1» Name 2» Address» CSZ» SUBJECT: PEONY LANE CORRIDOR STUDY WETLAND DELINEATIONS CITY PROJECT NO. 10015 Dear Property Owner: In the next few weeks, an agent for the City will be locating all of the existing wetlands in the vicinity of the Peony Lane/Lawndale Lane corridor (see attached map). The wetland information is needed to assist the City in preparing an Environmental Assessment Worksheet EAW) for the project. As indicated previously, a final alignment for the corridor will not be selected by the City until the EAW is completed. Please call me at 763.509.5525 or email me at rmoberg_(apl Mouthmn.gov, if you have any questions. Thank you for your continued cooperation Sincerely, Robert L. Moberg, P.E. City Engineer enclosure 3400 Plymouth Blvd • Plymouth, Minnesota 55447-1482 • Tel 763-509-5000 • www.plymouthmn.goviAff 10 Page 17 O:\Engineering\PROIECTS\2010-2019\10015\Letters\Wetland Delineation 10 .docx City of Plymouth Peony Lane / Lawndale Lane Corridor Study Neighborhood Meeting #1 Meeting Minutes January 13, 2011 1. PROJECT BACKGROUND / HISTORY City Engineer Moberg provided some history of the corridor, discussed alignment alternatives developed in a previous study, and explained the current status of the project. The project is in the City's current Capital Improvement Program (CIP) and is scheduled for construction in 2014. 2. DESIGN CONSIDERATIONS & EVALUATION CRITERIA The following considerations are being used to develop alignment alternatives for the corridor: A. Projected traffic volume of 10,400 vehicles per day in 2030 B. Design speed of 45 mph C. Limit access to 1/ mile spacing D. Desired right of way width of 120 feet E. Treat storm water runoff to Elm Creek Watershed and City standards Alignment alternatives are being evaluated using the following criteria: A. Route length B. Amount of right of way required C. Wetland and floodplain impacts D. Private property impacts E. Park property impacts F. County Road 47 impacts 3. ALTERNATIVES EVALUATED Three alternatives were presented to the neighborhood for discussion purposes (figure attached). For Alternative No. 1, Peony Lane curves northwesterly at 54th Avenue to avoid a large wetland basin connected to Elm Creek, then curves northeasterly toward existing Lawndale Lane south of County Road 47, crossing the northwesterly corner of the City park property, then curves northerly to follow along existing Lawndale Lane. Alternative No. lA is similar to Alternative No. 1, except that it cuts through more of the City park property. For Alternative No. 2, the alignment goes further north before curving back toward existing Lawndale Lane and intersects Lawndale Lane north of County Road 47. The three alternatives were evaluated using the criteria identified above and the evaluations were done relative to the other alternatives. A summary of the evaluation of each alignment alternative is as follows: A. Alternative No. 1 a. Moderate right of way impacts Page 18 Peony Lane Neighborhood Meeting #1 Minutes January 13, 2011 Page 2 b. A frontage road is likely to be required along Lawndale Lane c. Highest wetland impacts / lowest floodplain impacts d. Highest private property impacts e. Minimal impact to City park property f. Intersects County Road 47 at 90 degree angle B. Alternative No. I a. Lowest right of way impacts b. A frontage road is likely to be required along Lawndale Lane c. Moderate wetland impacts / highest floodplain impacts d. Lowest private property impacts e. Highest impact to City park property f. Intersects County Road 47 at 90 degree angle C. Alternative No. 2 a. Highest right of way impacts b. Requires a connecting road for existing properties on Lawndale Lane c. Lowest wetland impacts / lowest floodplain impacts d. Highest private property impacts e. No impact to City park property f. Intersects County Road 47 at 70 degree angle 4. RESIDENT INPUT & FEEDBACK After a lively discussion, the residents in attendance indicated they were not in favor of any of the three alternatives presented and they requested a fourth alternative be considered. The fourth alternative would generally lie further east of the other three alternatives, would more closely follow the alignment of the existing Elm Creek Interceptor Sewer, and would cut through more of the City park property. The neighborhood requested clarification on whether a frontage road along Lawndale Lane on the north side of County Road 47 would be considered. The neighborhood requested more information on how the project would be financed and whether special assessments would be part of project financing. The neighborhood also requested more information on the City's Master Plan for the Northwest Greenway and how it relates to the future Peony Lane / Lawndale Lane corridor. 5. NEXT STEPS City staff will work with its consultant to develop and evaluate a fourth alternative, as requested by the neighborhood. Once a fourth alternative has been developed and evaluated, another neighborhood meeting will be scheduled to present the results. Page 19 Peony Lane Corridor Study January 13, 2011 Name Address Phone No. I6 23 QS-/' f. VO 17 r 7 r L/J j b 7o Page 20 Peony Lane Corridor Study January 13, 2011 Name Address Phone No. eo 61, pl- c 0 & 14le 1c, c A 1-7 7 Olq 7 gn t -n 5130 4c Iz Page 21 City of Plymouth Peony Lane / Lawndale Lane Corridor Study Neighborhood Meeting #2 Meeting Minutes March 23, 2011 1. PROJECT BACKGROUND / HISTORY City Engineer Moberg provided some history of the corridor, recapped the discussion from the first neighborhood meeting held on January 13, 2011, and explained the current status of the project. The project is in the City's current Capital linprovement Program (CIP) and is scheduled for construction in 2014. 2. DESIGN CONSIDERATIONS & EVALUATION CRITERIA The following design considerations are being used to develop alignment alternatives for the corridor: A. Projected traffic volume of 10,400 vehicles per day in 2030 B. Design speed of 45 mph C. Limit access to I/ mile spacing D. Desired right of way width of 120 feet E. Treat storm water runoff to Elm Creek Watershed and City standards Alignment alternatives are being evaluated using the following criteria: A. Route length B. Amount of right of way required C. Wetland and floodplain impacts D. Private property impacts E. Park property impacts F. County Road 47 impacts 3. ALTERNATIVES EVALUATED Four alternatives were presented to the neighborhood for discussion purposes (figure attached). The first three alternatives are carryovers from the previous neighborhood meeting and have been renumbered for clarity. The fourth alternative was added at the request of the neighborhood. For Alternative No. 1, Peony Lane curves northwesterly at 54th Avenue to avoid a large wetland basin connected to Elm Creek, then curves northeasterly toward existing Lawndale Lane south of County Road 47, crossing the northwesterly corner of the City park property, then curves northerly to follow along existing Lawndale Lane. For Alternative No. 2, the alignment goes further north before curving back toward existing Lawndale Lane and intersects Lawndale Lane north of County Road 47. Alternative No. 3 (previously 1A) is similar to Alternative No. 1, except that it cuts through more of the City park property. Alternative No. 4 lies easterly of the Page 22 Peony Lane Neighborhood Meeting #2 Minutes March 23, 2011 Page 2 other alternatives, more closely follows the Elm Creek Interceptor Sewer alignment, and cuts through a significant portion of the City park property. The four alternatives were evaluated using the criteria identified above and the evaluations were done relative to the other alternatives. A summary of the evaluation of each alignment alternative is as follows: A. Alternative No. 1 a. Moderate right of way impacts b. A frontage road is likely to be required along Lawndale Lane c. Moderate wetland impacts / lowest floodplain impacts d. Highest private property impacts e. Minimal impact to City park property f. Intersects County Road 47 at 90 degree angle B. Alternative No. 2 a. Highest right of way impacts b. Requires a connecting road for existing properties on Lawndale Lane c. Lowest wetland impacts / lowest floodplain impacts d. Highest private property impacts e. No impact to City park property f. Intersects County Road 47 at 70 degree angle C. Alternative No. 3 a. Moderate right of way impacts b. A frontage road is likely to be required along Lawndale Lane c. Moderate wetland impacts / moderate floodplain impacts d. Moderate private property impacts e. Moderate impacts to City park property f. Intersects County Road 47 at 90 degree angle D. Alternative No. 4 a. Lowest right of way impacts b. A frontage road is likely to be required along Lawndale Lane c. Highest wetland impacts / highest floodplain impacts d. Lowest private property impacts e. Highest impact to City park property f. Intersects County Road 47 at 90 degree angle 4. NORTHWEST GREENWAY MASTER PLAN City Engineer Moberg presented an overview of the City's Master Plan for the Northwest Greenway and identified specific elements proposed in the vicinity of the Peony Lane / Lawndale Lane corridor. 5. RESIDENT INPUT & FEEDBACK After much discussion, the residents in attendance expressed a preference for Alternative No. 4. The neighborhood's second preference is Alternative No. 3. There also was a small amount of support for Alternative No. 2, because of the smaller amount of wetland and floodplain impacts Page 23 Peony Lane Neighborhood Meeting #2 Minutes March 23, 2011 Page 3 associated with it. The neighborhood desires more information on how the project would be financed and whether special assessments would be part of project financing. 6. NEXT STEPS City staff will be soliciting input form other project stakeholders (Hennepin County, Met Council Environmental Services, and various wetland permitting agencies) to determine their issues, concerns, and preferences. Staff will then present its findings, along with a technical memorandum prepared by a consultant, to the City Council and will request authorization from the City Council to initiate the formal environmental review process. At the completion of the environmental review process, an alignment alternative will be selected and a final design will be completed. Page 24 Peony Lane Corridor Survey (C.P. 10015) Public Information Meeting Plymouth Creek Center — 6:30 p.m. March 23, 2011 Name Address Telephone No. n{, Gr f r 577 z C- I • i'1 .. YO f/ (sd Br bl f J r I'{e t I yr i' J .s 13e 4 0 Fe, 7r— 62—j / zi7 57- 7) js2 Page 25 CITY OF PLYMOUTH RESOLUTION N0. 2011 - RECEIVING ENGINEERING PROPOSALS AND DESIGNATING THE CONSULTING ENGINEER FOR PEONY LANE / LAWNDALE LANE EXTENSION PROJECT CITY PROJECT N0. 10015 WHEREAS, the Peony Lane / Lawndale Lane Extension project is listed in the 2011- 2015 Capital Improvement Program at an estimated total cost of $7,300,000; and WHEREAS, a request for proposal was sent to four engineering firms that have expertise in environmental review, roadway and utility design, and right of way acquisition; and WHEREAS, two proposals were received and evaluated by city staff, and WHEREAS, staff recommends that SRF Consulting Group, Inc. be designated as the consulting engineer for this project. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, SRF Consulting Group, Inc. is designated as the City's consulting engineer for environmental documentation, design engineering, and right of way acquisition services of the Peony Lane / Lawndale Lane Extension Project, City Project No. 10015 in the amount of $480,550. FURTHERMORE, BE IT HEREBY RESOLVED, that the funding for this project shall be from the Municipal State Aid Fund. Approved this 13th day of December, 2011 Page 26 rp)City of Plymouth Adding Quaky to Life SPECIAL COUNCIL MEETING January 3, 2012 Agenda 2BNumber: To: Mayor and City Council Prepared by: Laurie Ahrens, City Manager Item: Set Future Study Sessions 1. ACTION REQUESTED: The Study Session that was scheduled for February 21 to review the Fire Study needs to be changed as Fire Chief Kline is unavailable that date. Calendars are attached to assist in rescheduling this meeting. Also attached are the pending study session items. Page 1 Pending Study Session Topics at least 3 Council members have approved the following study items on the list) Update on Peony Lane Discuss trails Discuss Parker's Lake Cemetery Other requests for study session topics: Discuss streamlining street lighting rates Update with City Manager (first quarter 2012) Update on redistricting (report sent) Noise Ordinance Update on Northwest Greenway acquisition (after 5/1/12) Funding infrastructure improvements in Northwest Plymouth Page 2 r Plymouth Adding Quality to Life January 2012 1 2 3 4 5 6 7 6:00 PM 7:00 PMNEWYEAR'S DAY SPECIAL COUNCIL PLANNINGObservedMEETING NEW YEAR'S DAY Discuss Proposals for COMMISSION Peony Lane/Lawndale MEETING CITY OFFICES Lane Project Council Chambers CLOSED Medicine Lake Room 8 9 10 5:30 PM 11 12 13 147:00 PM 7:00 PM SPECIAL COUNCIL ENVIRONMENTAL PARK $ REC MEETING* QUALITY ADVISORY Medicine Lake Room COMMITTEE COMMISSION 7:00 PM EQC) MEETING PRAC) MEETING REGULAR COUNCIL Council Chambers Council Chambers MEETING Council Chambers 15 16 17 18 19 20 216:00 PM 7:00 PM 5:00 PM SPECIAL COUNCIL PLANNING SKATE WITH THE MARTIN LUTHER MEETING COMMISSION MAYOR KING JR. Discuss Council Goals MEETING Parkers Lake BIRTHDAY and Legislative Priorities for 2012 Council Chambers Observed Medicine Lake Room CITY OFFICES CLOSED 22 23 24 5:30 PM 25 26 27 287.00 PM SPECIAL COUNCIL PLYMOUTH 7:00 PM MEETING ADVISORY HRA MEETING Discuss Private Utilities COMMITTEE ON Medicine Lake Room for Silverthorn Medicine Lake Room TRANSIT (PACT) STUDY SESSION 7:00 PM Medicine Lake Room REGULAR COUNCIL MEETING Council Chambers 29 30 31 Receive update from the Citv's prosecutor Modified on 12130111 Page 3 r Plymouth Adding Quality to Life February 2012 Modified on 12130111 Page 4 1 2 3 4 7:00 PM 6:00 PM PLANNING BOARD AND 2:00 PM COMMISSION COMMISSION FIRE 8 ICE MEETING RECOGNITION FESTIVAL Council Chambers EVENT Parkers Lake Plymouth City Hall 5 6 7 8 9 10 11 7:00 PM 7:00 PM 7:00 PM PRECINCT ENVIRONMENTAL PARK It REC CAUCUSES QUALITY ADVISORY COMMITTEE COMMISSION EQC) MEETING PRAC) MEETING Council Chambers Council Chambers 12 13 14 15 16 17 187:00 PM 7:00 PM 7:00 PM REGULAR COUNCIL PLANNING HUMAN RIGHTS MEETING COMMISSION COMMITTEE Council Chambers MEETING MEETING Council Chambers Medicine Lake Room 19 20 21 2 2 23 7:00 PM 24 256:00 PM 7:00 PM POLICE DEPT. SPECIAL COUNCIL PLYMOUTH ANNUAL PRESIDENTS MEETING ADVISORY RECOGNITION DAY Discuss Fire Study COMMITTEE ON EVENT Medicine Lake Room TRANSIT (PACT) Plymouth Creek MEETING Center CITY OFFICES Medicine Lake Room 7:00 PM CLOSED HRA MEETING Medicine Lake Room 26 27 28 297:00 PM REGULAR COUNCIL MEETING Council Chambers Modified on 12130111 Page 4 City of Plymouth Adding Quality to Life March 2012 Modified on 01/01/12 Page 5 1 2 3 9:00 AM - 12:00 PM CITY SAMPLER Plymouth City Hall 4 5 6 7 7:30 AM 9 10 STATE OF THE CITY MEETING Council Chambers 7:00 PM PLANNING COMMISSION MEETING 11 12 13 14 15 16 177:00 PM 7:00 PM REGULAR COUNCIL ENVIRONMENTAL MEETING QUALITY Council Chambers COMMITTEE (EQC) MEETING Council Chambers Daylight Savings Time Begins 18 19 20 21 22 23 247:00 PM 5:30-8:00 PM PLANNING ENVIRONMENTAL COMMISSION QUALITY FAIR MEETING Kimberly Lane Council Chambers Elementary School 7:00 PM HRA MEETING Medicine Lake Room 25 26 27 28 29 30 31 7:00 PM 7:00 PM REGULAR COUNCIL PLYMOUTH MEETING ADVISORY Council Chambers COMMITTEE ON TRANSIT (PACT) STUDY SESSION Medicine Lake Room Modified on 01/01/12 Page 5