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HomeMy WebLinkAboutCity Council Packet 05-27-1998 SpecialPLYMOUTH CITY COUNCIL SPECIAL MEETING WITH ORONO CITY COUNCIL MAY 279 1998 5:30 PM PUBLIC SAFETY TRAINING ROOM I. Ferndale Road Improvements from Co. Rd. 6 to Hwy. 12, City Project 6007 II. Amusement License Approval CITY OF PLYMOUTFF May 21, 1998 I hereby amend the call and agenda for the Special City Council Meeting on May 27, 1998 at 5:30 PM, to include the approval of an amusement license for Gopher State Expositions. Ie -fin Joyce n H ierney, Mayor PLYMOUTH A Beau tifuf Place To Give 3400 PLYMOUTH BOULEVARD • PLYMOUTH, MINNESOTA 55447-1482 • TELEPHONE (612) 509-5000 www.ci.plymouth.mn.us DATE: May 21, 1998 TO: Mayor and City Council FROM: Dwight D. Johnson, City Manager SUBJECT: Summary of Agenda Items for May 27" Special Meeting On Wednesday, at 5:30 p.m., we are scheduled to meet with the Orono City Council in our Public Safety Training Room. The subject is Ferndale Road. When Fred returns from vacation on Tuesday, he will draft a brief "issues" paper, which will be an outline of subjects the two councils should discuss that evening. The issues paper will be done in cooperation with Orono staff. At this writing, we are expecting three issues to be discussed: (1) the width of the road, 2) the cost sharing agreement, and (3) surmountable curbs vs. vertical curbs. Road width. The choices are 28 feet in width, 32 feet which would include bike lanes on the street, and 28 feet width with turn lanes (effectively 36' in many areas). The pros and cons of each are shown in the traffic study. What the traffic study does not consider is the character of the neighborhood and how the road design influences it. Both the residents and the Orono Council favor the 28 foot option to maintain the character of the neighborhood as a transition to the more rural Orono community. Cost Sharing. Orono has proposed a 50-50 cost split for the whole project. While this pays for 50% of the trail on the Plymouth side, it also has Plymouth paying for the southerly section of the road that is entirely in Wayzata and Orono and does not even touch Plymouth. Wayzata and Orono negotiated for several years regarding this stretch of road before reaching an agreement based on tradeoffs. In an alternate scenario where we pay all of our trail costs, but Orono pays for the section it has with Wayzata, Plymouth's costs are reduced several tens of thousands of dollars. p1y_nt\ntdisk1\Administration Department\Smff\DWIGHnMEMO\agdsm527.doc Curb design. Mayor Tierney would like consideration of surmountable curbs so that any bicyclists riding on the road surface could "bail out" quickly if a large truck or similar traffic hazard threatened a bicyclist on a possible 28' street. However, surmountable curbs could invite motorists to drive -up on the boulevard, or even the trail on the east side which would threaten trail users. Fred will favor the vertical curbs for this road. As for bailing out, bicyclists can either use the trail provided or can seek the nearest driveway or street opening. We do not know if Orono has any particular preference on curbs. Other agenda item. We will be asking Mayor Tierney to amend the call of the meeting to add one other item: approval of a temporary amusement license at Four Seasons mall. The applicant brought the application in Thursday after the last council meeting. The ordinance requires that the Council approve amusement licenses. This event is a four day carnival and has been approved in previous years. The applicant has already advertised the event, which is to begin on May 28`''. Staff will recommend approval. ply_nt\ntdiskl\Administration Department\Staft\DWIGHnMEMO\agdsm527.dm Report For Ferndale Road Street and Storm Sewer Improvements Project No. 607 Plymouth, Minnesota April, 1998 File No. 70303 Bonestroo Rosene Anderlik & Associates Engineers & Architects JABonestroo 0Rosene Anderlik & Associates Engineers & Architects April 8, 1998 Honorable Mayor and City Council City of Plymouth 3400 Plymouth Boulevard Plymouth, Minnesota 55447-1482 Bon.estrou, Posene, Anderlik and Associates, iric is an Affirmative Action "Equal Opportunity Emplc ler Principals: Otto G. Bonestroo, RE. • Joseph C Anderlik, RE. • Marvin L. Sorvala, RE. Richard E. Turner. Pte. • Glenn R. Cook, P.E. • Robert G. Schunicht, P.E. • Jerry A. Bourdon, P.E. Robert W. Resene, RE. and Susan M. Eberlin, C.RA., Senior Consultants Associate Princ,pals. Howard A. Sanford, RE. Keith A. Gordon, P.E. • Robert R. Pfefferle, P.E. Richard W Foster, P.E. • David O. Loskota, P.E. • Robert C. i2,:, —' i,J.A' • Mark A. Hanson, P.E. Michael T.'Zautmann, P.E. • led K.Field, P.E. • Kenneth P Anderson, P.E. • Mark R. Rolts, P.E. Sidney P Williamson, PE., L.S. • Robert F. Ko' •.mith Offices.St. "aw, Rochester, Willmar and St. Cloud, CMN • Milwaukee, WI Re: Ferndale Road Reconstruction SAP 155-178-01 and 152-110-01 City Project No. 607 File No. 70303 Dear Mayor and Council: Attached is our report for the proposed reconstruction of Ferndale Road from Trunk Highway 12 to County Road 6. The report provides a detailed cost estimate of the work being considered and a plan of the area. The work as proposed will be in accordance with Municipal State Aid standards. Project costs which are eligible for Municipal State Aid rei Yruursement are described in the Cost Analysis section. We would be pleased meet with the City Council and staff at your convenience to review the proposed project. Respectfully submitted, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Thomas P. Kellogg Attach. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Glenn R. Cook, P.E. Date: April 8, 1998 Reg. No. 9451 2335 West Highway 36 St. Paul, MN 55113 612-636-4600 Fax: 612-636-1311 Table of Contents Transmittal Letter Table of Contents Introduction Proposed Improvements Permits and Easements Cost Analysis Conclusions and Recommendations Figures Appendices A through F — Construction Costs Plymouth Feasibility Report — Ferndale Road Reconstruction 2 1. 2. 3. 4. 10. 11. 13. Introduction Ferndale Road from County Road 6 to Highway 12 is approximately one -mile in length with a centerline that defines the boundary between Orono, to the west, and Plymouth and Wayzata, to the east. The entire roadway lies within the corporate limits of Plymouth and Orono. The City of Orono has requested that the City of Plymouth act as the lead agency for this reconstruction project. The City of Plymouth has requested the preparation of this report to evaluate the feasibility of reconstructing Ferndale Road from Trunk Highway 12 to County Road 6 to meet State Aid standards. The project location is shown on Figure 1, proposed storm sewer improvements are shown on figure 2, and the proposed street improvements are presented on Figures 3 through 8 in this report The purpose of this report is to define the improvements and provide estimated project costs to determine project feasibility. Plymouth Feasibility Report — Ferndale Road Reconstruction Proposed Improvements Ferndale Road Reconstruction Ferndale Road is designated on the City's Municipal State Aid Street System and is classified as a minor collector roadway. The function of a collector roadway is to collect traffic from local streets and connect to arterial roadways. This section of Ferndale Road is presently in poor condition with significant surface distress. Inadequate sight distances at some locations present safety concerns. The existing street consists of a 6.7 meter (22 feet) wide bituminous surface with 1 meter (3 feet) gravel shoulders. The drainage along the roadway is currently directed to shallow ditches. Femdale Road, as presented in this report, is proposed to be constructed to a 9 ton design with B618 concrete curb and gutter. The urban design with curb and gutter provides a more efficient drainage system, minimizes the need for additional right-of-way and significantly reduces tree removal. The north end of Ferndale Road will be widened to provide a single southbound lane and two northbound lanes. The two northbound lanes will allow for east and westbound turning movements onto County Road 6. The hill north of Sixth Avenue will need to be lowered to meet a 30 -mph design and improve sight distances. Also, a 3 meter (10 feet) wide bituminous walkway is proposed along the east side of the street from the Luce Line trail to County Road 6. The walkway will be graded south of the Luce Line trail to the Highway 12 bridge as part of the project. Future construction of the walkway south of the Luce Line trail will be the responsibility of Wayzata. The walkway would be located 1.5 meters behind the curb where topography and right-of-way permits. In areas where trees are to be preserved or embankments are steep the walkway will abut the back of curb. Pedestrian curb ramps will be required at all locations where the walkway intersects the street. A concrete walkway was considered as an alternate pathway design as part of this report. The walkway would be 1.8 meters (6 feet) in width constructed of 100 mm (4 inches) of concrete and 100 mm (4 inches) of aggregate base. The walkway would be located 1.5 meters (4 feet) behind the curb. The cost to constrict the concrete walkway is approximately 32 percent more than the cost to construct the bituminous pathway. A detailed cost analysis for the concrete walkway and the bituminous pathway are included in the Appendices of this report. As part of the street improvements, all existing driveways are proposed to be paved to match the existing pavement. Retaining walls, berms or hedges are proposed in some areas to preserve specimen trees and provide privacy for yards and houses close to the right of way. Where practical, trees will be planted from nursery stock to replace those trees removed during construction. Plymouth Feasibility Report — Ferndale Road Reconstruction 4 Traffic Analysis Based on traffic counts conducted by City's Public Works Department, the average daily traffic volumes (ADT) on the north and south ends of Ferndale Road from Trunk Highway 12 to County Road 6 are 3200 and 3500 vehicles per day (VPD) respectively. Using Hennepin County's twenty-year projection factor of 1.5, the ADT in the year 2017 will be about 5000 VPD. Left turning movements from Ferndale Road onto the residential streets that intersect Ferndale Road were studied as part of this report. Turning volumes were determined by using the number of dwelling units that have access to the individual streets, calculating the daily trip generation of these uses, and assigning the left turn volumes using a 50/50 north -south directional distribution. Based upon these assumptions, the estimated daily left turn volumes and afternoon peak hour left turn volumes are shown on the following page. Estimated Left Turns From Ferndale Road to: Daily Left Turns P.M. Peak Hour Left Turns 12 th Avenue North 20 3 Lydiard Road 40 6 11 th Avenue North 15 2 Brockton Lane North (North leg) 140 20 Orono Private Street 20 3 6t' Avenue North 140 20 Chevy Chase Drive 105 15 Brockton Lane North (South leg) 140 20 Northgate 20 3 Ridgeview Drive 125 20 Ferndale Green 25 4 While the traffic volumes on Ferndale Road will increase with time due to other development in the area, the left turn volumes to the above referenced streets should remain constant. Plymouth Feasibility Report — Ferndale Road Reconstruction 5 Using an assumed peak hour percentage of 12 percent, the existing daily volume of 3500 VPD and a directional split of 60/40, the peak hour flow on Ferndale Road is 250 in the major direction and 170 in the off-peak direction. The future volume projection of 5000 VPD translates to a peak hour flow of 360 in the peak direction and 240 in the off-peak direction. Considering the left turn lane warrants contained in the State of Minnesota Road Design Manual for rural intersections of roadways with a 70 km/h (43 mph) design speed (the minimum speed used in the manual), none of the intersections along Ferndale Road warrant a left turn lane. 'These warrants are based on the volume estimates. If peak hour left turns increased to 50 or greater for any of the intersections, a left turn lane would be warranted at that location based on the State of Minnesota Road Design Manual. There are advantages to left turn lanes that need to be stated. The primary benefits are safety oriented. The left turn lane allows for left turning vehicles to move from the through lane thus decreasing the potential for rear end accidents. A left turning vehicle in a left turn lane decreases the delay to through traffic and the intersection capacity is increased. A 1976 traffic analysis of North Ferndale Road conducted by Barton-Aschman Associates recommended that left turn lanes be constructed at 6`'' Avenue North, Chevy Chase Drive and the north and south legs of Brockton Lane North. Street Width Options Three width options for the reconstruction of Ferndale Road are presented in this report. The proposed street width options for Ferndale Road are as follows: 8.4 meters (28 feet) with turn lanes, 9.8 meters (32 feet) with no turn lanes 8.4 meters (28 feet) with no turn lanes Typical sections and striping layouts for all three options are shown on Figures 3 through 8 in this report. A summary of the advantages and disadvantages for the three options is presented below. Option 1: 8.4 meters (28 feet) face to face where no turn lanes are present 11 meters (36 feet) face to face where turn lanes are present Advantages: Provides landscaped traffic islands Provides room for turn lanes, improving safety Decreases delays to through traffic Turn lanes will increase roadway capacity Plymouth Feasibility Report — Ferndale Road Reconstruction T Turn lanes will increase traffic safety Provides greatest flexibility for curvilinear alignment Disadvantages: Has the potential for increasing speeds (1-2 mph) Provides no room for bicycle / pedestrian lane Option 2: 9.8 meters (32 feet) face to face Advantages: Allows operation flexibility with lane striping, either 2-12 foot traffic lanes and 2-4 foot bicycle lanes or 2-11 foot driving lanes and 1-8 foot parking lane Lane width provides for safer traffic movement, allows for increased reaction time Provides some room for bicyclists Disadvantages: Does not provide turn lanes for traffic safety Will not have the potential for decreasing speeds (1-2 mph) Option 3: 8.4 meters (28 feet) face to face Advantages: Minimum width as recommended by state aid standards, least expensive option Provides an adequate through lane for traffic in each direction Has the potential of increasing traffic delays which may reduce speeds Disadvantages: Does not provide room for turn lanes, decreases safety of turning and through traffic Winter snow and ice accumulation may narrow roadway Does not provide room for on street pedestrian and bicycle traffic Has the potential of increasing traffic delays In an effort to help promote slower traffic speeds, a curvilinear horizontal alignment for all street options will be encouraged to the extents possible in the design phase of this project. Plymouth Feasibility Report — Ferndale Road Reconstruction 7 The Cities of Plymouth and Orono will need to review the three street width options. Both cities should then come to an agreement on street width prior to ordering plans and specifications. It should be noted that the three proposed street widths do not vary significantly in terms of their impacts to adjacent properties. Street Design The criteria for the roadway designs are based on Mn/DOT State Aid standards. The proposed design speed for Ferndale Road is 30 miles per hour (mph). The proposed pavement section for Ferndale Road, which is based on the anticipated traffic volumes over the next 20 years, is presented below: 50mm (2") Type 41 bituminous wearing course 75mm (3") Type 31 bituminous base course 400mm (16") Aggregate base, Class 5, 100% crushed rock Soil borings have been taken along the project that show the presence of some organic materials. Organics encountered in the subgrade will be excavated and replaced with a suitable clay or granular material. The street section will be reinforced with a geotextile stabilization fabric that will also provide separation between the subgrade and the aggregate base. Water Main An existing water main stub located near Ferndale Green on the south end of the project would be extended southerly off of the roadway as part of the street construction. The extension would allow for a future water main connection to the City of Wayzata without disturbing Ferndale Road. A 200 mm stub would be provided on the east side of Ferndale Road approximately 100 meters north of Twelfth Avenue to serve any future Plymouth development. Storm Drainage As part of the street reconstruction on Ferndale Road, storm sewer is proposed to be constructed to improve the drainage along the street. Storm sewer would be installed at the five low points on the roadway. Storm drainage would be directed southerly and easterly to existing ponding areas and wetlands. The cities of Medina, Plymouth and Orono with the Minnehaha Creek Watershed District (MCWD) are currently working towards solving a high water level problem in Mooney Lake located just north of County Road 6 at Ferndale Road. A possible solution to reduce the water level in Mooney Lake is to provide off-peak pumping from the lake to the Ferndale system. The storm sewer on the north end of the project has been sized to accommodate 1 cubic foot per second (cfs) of stormwater should Plymouth Feasibility Report — Ferndale Road Reconstruction N. flows from Mooney Lake be diverted to this system. The cities of Plymouth and Wayzata will need to review their existing drainage systems to verify that the additional flows are acceptable. Storm sewer design and calculations will need to be submitted to the MCWD for their review. Storm water quality ponds may be required by the MCWD as part of the project. Because the land adjoining the project is nearly fully developed, property to construct ponds may be impossible or impractical to obtain. If the project requires ponding, the MCWD may allow payment to a general water quality fund in lieu of pond construction. The construction of the trail would result in a net hardcover increase of approximately 0.33 acres. Based on their current formula, it is anticipated that a payment to the MCWD of 5,000 would be required for the trail construction. The size of the total payment is primarily a function of the net hardcover increase and will depend upon the width of the roadway constructed. Currently, MCWD rules are currently being reviewed by the Watershed and may be revised later this year. Construction Sequencing The roadway will be constructed in a manner so as to minimize any impacts to adjacent residential access. Each day the contractor will excavate a section of roadway to full width and grade, install fabric and place the 400mm of Class 5 aggregate base. The street would then be opened to traffic at the end of the construction day. Access would only be restricted during the day and limited to a segment that can be completed. Through traffic will not be allowed during construction to increase construction safety. Emergency vehicle access would be maintained throughout the project. Traffic would have either a reclaimed bituminous or new gravel surface to travel on during non -construction hours. Plymouth Feasibility Report — Ferndale Road Reconstruction 9 Permits and Easements The reconstruction of Ferndale Road will require a Minnesota Pollution Control Agency Storm Water permit, a Minnehaha Creek Watershed District permit and State Aid plan approval. The DNR may require a permit for storm sewer improvements near the Luce Line trail. Construction easements will be necessary to construct the street improvements on Ferndale Road. The majority of the easements will be along the roadway and relatively minor in nature. Storm sewer easements will be required for any ponding off of Ferndale Road. Plymouth Feasibility Report — Ferndale Road Reconstruction 10 Cost Analysis Cost Summary Detailed cost estimates for the three project options have been prepared and are included in the Appendices of this report. All costs are based on anticipated unit prices for the 1998 construction season and can be related to the ENR index for March, 1998 of 5875. The total project costs include five (5) percent for contingencies and twenty (20) percent for legal, engineering and administration. No costs are included for MCWD general fund contributions, easement acquisition or city legal fees. The cost breakdown is based on the assumption that the Cities of Plymouth and Orono will share equally in the street and storm sewer costs for Ferndale Road north of Wayzata where the street lies equally within each city. The City of Orono will bear all costs for street and storm sewer construction between the Trunk Highway 12 bridge and the Plymouth / Orono border where the street is entirely within the City of Orono. The City of Plymouth will be responsible for costs associated with walkway construction north of the Luce Line trail. The City of Wayzata would be responsible for any future construction costs if the walkway is constructed south of the Luce Line trail. Assessments It is anticipated that the City of Orono will not assess any residents for the project. The City of Plymouth will assess the residents that have direct access onto Ferndale Road. Any assessments will be in accordance with current City street reconstruction policy. State Aid Participation We have estimated that 100% of the street, 80% of the storm sewer and 100% of the walkway costs would be eligible for State Aid reimbursement. This cost estimate does not include easement acquisition costs. Although a portion of the easement acquisition costs would be eligible for State Aid reimbursement, the administration and a portion of the legal costs are not. Plymouth Feasibility Report — Ferndale Road Reconstruction 11 The following is a summary of the estimated project costs for each City based on the cost sharing assumptions and if Option 1 (8.4 meter wide roadway with turn lanes) is constructed: The total cost for Option 2 is $1,371,696 and the total cost for Option 3 is $1,301,033. Detailed cost estimates for Options 2 and 3 are included in the Appendices of this report. Plymouth Feasibility Report — Ferndale Road Reconstruction 12 Orono Orono State Aid Plymouth Plymouth State Aid Total Street 0 657,846 0 432,709 1,090,555 Storm Sewer 32,544 130,176 21,462 85,848 270,030 Walkway 4$32,544 0 0 0 86,121 86,121 Total 788,022 L—$21,462 604,678 1,446,706 The total cost for Option 2 is $1,371,696 and the total cost for Option 3 is $1,301,033. Detailed cost estimates for Options 2 and 3 are included in the Appendices of this report. Plymouth Feasibility Report — Ferndale Road Reconstruction 12 Conclusions and Recommendations The street, storm sewer and walkway improvements for the three options presented in this report are desirable and feasible as related to costs and construction. The project is in accordance with the City Municipal State Aid Street Plan. Based on information contained in this report, the following recommendations are presented for consideration by the City Council: That this report be adopted by the City of Plymouth and the City of Orono as a guide for construction of the proposed improvements. That the Cities of Plymouth and Orono reach an agreement on the width of street to be constructed. That the Cities conduct a legal and fiscal review of the proposed project. That an informational meeting be scheduled to receive input from the affected property owners. If the project is to proceed, the City of Plymouth will need to hold a public hearing to allow for assessments on certain properties. That the following schedule be implemented if the project is to proceed: Receive Preliminary Report ........................................................... April, 1998 Hold Informational Meeting........................................................... April, 1998 Hold Public Hearing........................................................................ May, 1998 Order Plans and Specifications ..................... Approve Plans and Specifications BidDate ................................... Award Contract Start Construction Complete Surfacing and Restoration. June, 1998 August, 1998 September, 1998 September, 1998 September, 1998 September, 1999 Plymouth Feasibility Report — Ferndale Road Reconstruction 13 LINE C*"--' Boone Lake z Olj Q O o:aI— CS' 6 STREET IMPROVEMENTS wJ 12TH AVE. 11TH 6TF PLYMOUTH, MINNESOTA FIGURE 1 FERNDALE RD. — PROJECT 607 S.A.P. 155-178-01 & 152-110-01 70303\70303MAP 7/21/97 COMM. 70303 Bonestroo Rosene Anderlik & Associates Engineers & Architects I i T. rrocktonocktonja N Che,wy Chase Dr (6) 4) CO . Q 30) 21] 4) ( 3) 24" 12" 4 57) 53) ( 5) (2) 12 23) rJ 4- 17) 20) 2 1 2 ( 27) 55) Riogeview Dr E toy(154) 2' 35) (45) I f 28) 12th Ave N 2ck, (46) 15- 0 5) 47) 4 48) X(51) of 3) 4 4 5 (38) 2(6) V06thAve N FERNDALE (52) RREEN 0 5" 3) ( 20) 10 (15) ( 48) ( 3) 3(53) 11th Ave N 2) aT 23 (28) 6 a} 'li (19 21 II 63) 24 US HWY NO 12 i (29) 25 - (64) C/) 0 (30) 24' Prockton L,a N 0 D 3 D Cn he y Chose Dr 6) 6 2 46) 12th AverF 110(15) J(2) 64) D 0 2 (4) U) 0 C X 1 0 m 0 fV I HEREBY CERTIFY MAT THIS PLAN, SPECIFICATION, OR REPORT ISURVEY REVISION DAIJ PLYMOUTH, MINNESOTA Bonestroo WAS PREPARED uy ME OR UNDER W DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIOKAI-ENGINEER DRAwN FERNDALE ROAD — PROJECT NO. 607 mc:m Rosene UNDER THE LAWS OF THE STATE OF MINNESOTA " Anderlik & STREET AND STORM SEWER IMPROVEMENTS Associates ROW I_ 4:1 WEST) 10 m 2% CL (MEANDERS) VARIES CL: ROW rVARIES ( EAST) 0 m to 1.5 m ROW I VARIES ' VARIES 4.2 m to 5.5 m 4.2 mto 5.5 m I 3 m 1.3 _I TO FACE OF CURB i TO FACE OF CURB I BLVD, TRAIL VARIES I 3.6 m 0 m to 3.6 m 3.6 m LANE MEDIAN/ LANE LEFT TURN LANE B618 CONCRETE PROFILE GRADE CURB & GUTTER 2% 2% 2% PAVED PEDESTRIAN SEE DETAIL TRAIL TYPICAL SECTION NO SCALE nm (2") TYPE 41 BIT. WEAR COURSE nm (3") TYPE 31 BIT. BASE COURSE mm (16") AGGREGATE BASE CLASS 5, 100% CRUSHED FEXTILE STABILIZATION FABRIC DETAIL NO SCALE TYPICAL SECTION — 8.4m (28 FEET) FACE TO FACE WITH TURN LANES A" Bonestroo Rosene PLYMOUTH, MINNESOTA FIGURE 3 ® Anderlik & FERNDALE RD. — PROJECT 607 " Associates S.A.P. 155-178-01 & 152-1 10-01 Engineers & Architects 70303R33.DWG 11/21/97 COMM. 70303 lb E Q0 i I iN Q 0 EII E N 4 E E N N t I;d- DWARF HONEYSU BUSH FLOWERING CRAB OR CLUMP RIVER BIRCH NOTE: LANDSCAPE MEDIAN IS SHOWN HATCHED 1.4 m to 1.8 m i VARIABLE NOT TO SCALE MEDIAN LANDSCAPE PLAN 1.8 m (6') Ln d- E i 1.4 m LANDSCAPE MEDIAN A" Bonestroo Rosene MINNESOTA FIGURE 3A o Anderlik & PLYMOUTH, FERNDALE RD. — PROJECT 607 Associates S.A.P. 155-178-01 & 152-110-01 Engineers & Architects 70303\MEDIAN. DWG 4/3/98 COMM. 70303 ROW (WEST) 1 10 m VARIES CL / 0.3m to 1.2m fEAST ) VARIES CL ROW (10 I0 m to 1.5 m ROW 1.6 m 4.9 m 4.9 m 3 m .3 BLVD. TO FACE OF CURB TO FACE OF CURB BLVD TRAIL VARIES j 1.3 mi 3.6 m 3.6 m 11.3 ml j SHLDR LANE LANE SHLDR B618 CONCRETE 4 ' I PROFILE GRADE CURB & GUTTER I 2% 2% 2% 2% PAVED PEDESTRIAN SEE DETAIL TRAIL TYPICAL SECTION NO SCALE nm (2") TYPE 41 BIT. WEAR COURSE nm (3") TYPE 31 BIT. BASE COURSE mm (16") AGGREGATE BASE CLASS 5, 100% CRUSHED EXTILE STABILIZATION FABRIC DETAIL NO SCALE TYPICAL SECTION — 9.8m (32 FEET) FACE TO FACE Bonestroo Rosene PLYMOUTH, MINNESOTA FIGURE 4 ® Anderlik & FERNDALE RD. — PROJECT 607 Associates S.A.P. 155-178-01 & 152-110-01 Engineers & Architects 70303R33.DWG 11/21/97 COMM. 70303 (3 VARIES CL 0.3m to 1.2m i I ROW (WEST) j (EAST) I 10 m Cl -'ROW 10 m I 0.6 m LAN E I I I VARIES 0 m to 1.5 m ROW I 6 m 1. 4.2 m 4.2 m 3 m 3 n 3LVD. TO FACE OF CURB TO FACE OF CURB BLVD TRAIL VARIES 3.6 m 3.6 m LANE LANE 18 CONCRETE 2% 2% PROFILE GRADE[ 136 CURB 6 GUTTER SEE DETAIL TYPICAL SECTION NO SCALE PAVED PEDESTRIAN TRAIL nm (2") TYPE 41 BIT. WEAR COURSE nm (3") TYPE 31 BIT. BASE COURSE mm (16") AGGREGATE BASE CLASS 5, 100% CRUSHED FEXTILE STABILIZATION FABRIC DETAIL NO SCALE TYPICAL SECTION — 8.4m (28 FEET) FACE TO FACE Bonestroo Rosene PLYMOUTH, MINNESOTA FIGURE 5 ® Anderlik & FERNDALE RD. — PROJECT 607 Associates S.A.P. 155-178-01 & 152-1 10-01 Engineers & Architects 70303R33.DWG 11/21/97 COMM. 70303 I lU-Utt-G5l -Y LU-BLI-SSl d V S 3LV0 oN 3u 3<va 4. 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O 3 as Maina6pi{ 3 0JJ W m OO E E 0 D1 Uoj oOJB J 0 E E 00 to-O1-ZS1 V 10-811-991 'd'V'S31V0 i-"-- ON 038 31v0 seaeroossy R 30V3 Ol 30V.1 (,8Z) w V2 - lnolvl 0NId181S o 03A08ddV 03N01530 vl'Jeun G ' GUOSSO L09 1 ON 101f'02Jd GVM daN2 3A n NMV80 VIOS3NNIVI 30 31V1S 3H1 d0 $MVI 3H1 830Nn 83N0SM3d 51133810 JA 830Nn 80A3YIOA0 03y nyNvd3Nd SVM UO-SaU B b'10S N N I W 'H l (10 WJl dA3A8f15180d3880 'NO8V013103d5 'NVId $IH1 MiNLL830 A8383N I N O O L L U) E N0) O NlLnE0Jpasoyo ( aye o v C/ O 1 I I I I I 1 I Z L ON I , I AMH sn I I I OJ I w I Jm O E y 0 3 _ aJ r J m O E 00 N aAV 41Z1 J w w JO2 J (n m E 0 E E o E 00 9 ON 7/ . O 3 as Maina6pi{ 3 0JJ W m OO E E 0 D1 Uoj oOJB J 0 E E 00 APPENDIX A ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER ITEM UNIT UNIT PRICE EST. QUANTITY EST. COST MOBILIZATION L.S. 20000.00 0.79 15,800 CLEAR AND GRUB L.S. 20000.00 0.79 15,800 LANDSCAPING L.S. 20000.00 0.79 15,800 TRAFFIC CONTROL L.S. I 10000.00 0.79 7 900 RETAINING WALL S.M. 150.00 270 40,500 400 MM X 200 MM WET TAP EA. 2000.00 1 2,000 200 MM DIP WATER MAIN M 150.00 5 750 REMOVE BITUMINOUS PAVEMENT S.M. 3.00 9,700 29,100 COMMON EXCAVATION C.M. 5.00 8,500 42,500 100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 75 1,500 GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 17,100 51,300 GRANULAR SUBBASE C.M. 11.00 1,200 13,200 AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 17,400 191,400 TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 2,800 89,6001 TP 41 BIT. WEAR COURSE 50 mm THICK M. TON 34.00 1,9001 64,600 BITUMINOUS MATERIAL FOR TACK L 1.00 3,7501 3,750 B618 CONCRETE CURB AND GUTTER M 21.00 2,650 55,650 PAVEMENT MARKING M 0.80 5,300 4,240 FURNISH & INSTALL SIGN PANELS S.M. 275.00 10 2,750 SODDING W/ 100 MM TOPSOIL S.M. 3.50 10,200 35,700 SEEDING W/ MULCH FERTILIZER & TOPSOIL ha 3000.00 1 3,000 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 686,840 34,342 721,182 144,236 865,418 APPENDIX B ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER ITEM UNIT UNIT PRICE EST. QUANTITY EST, COST MOBILIZATION L.S. 20000.00 0.21 4,200 CLEAR AND GRUB L.S. 20000.00 0.21 4,200 LANDSCAPING L.S. 20000.00 0.21 4,200 TRAFFIC CONTROL L.S. 10000.00 0.21 2,100 150 mm DIP WATER MAIN M 150.00 15 2,250 REMOVE BITUMINOUS PAVEMENT S.M. 3.00 2,600 7,800 COMMON EXCAVATION C.M. 5.00 2,900 14,500 100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 25 500 GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 4,600 13,800 GRANULAR SUBBASE C.M. 11.00 300 3,300 AGGR BASE CL.5 100% CR ROCK 400 mm M. TON 11.00 4,7001 51,700 TP 31 BIT. BASE COURSE 75 mm THICK M. TON 32.00 750 24,000 TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 500 17,000 BITUMINOUS MATERIAL FOR TACK L 1.00 1,000 1,000 B618 CONCRETE CURB & GUTTER M 21.00 710 14,910 PAVEMENT MARKING M 0.80 1,400 1,120 FURNISH & INSTALL SIGN PANELS S.M. 275.001 41 1,100 SODDING W/ 100 mm TOPSOIL S.M. 3.502,800 9,800 SEEDING W/ MULCH FERTILIZER & TOPSOIL ha 3000.00 0.41 1,200 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 178,680 8,934 187,614 37,523 225,11 f LI APPENDIX C ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES FF,RNDALE ROAD BETWEEN LUCE LINE AND C.R. 6 APPENDIX D ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER ITEM UNIT UNIT EST. EST. ITEM UNIT PRICE QUANTITY COST COMMON EXCAVATION C.M. 5.00 600 3,000 AGGR BASE, CL.5 100% CR ROCK 150 mm M. TON 11.00 1,750 19,250 TP 41 BIT. WEAR COURSE 50 mm THICK M. TON 50.00 600 30,000 SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9 100 CONCRETE PEDESTRIAN RAMP EA. 500.00 14 7,000 ESTIMATED CONSTRUCTION COST EA 1500.00 3 68,350 5% CONTINGENCIES M 40.00 200 3,418 STANDARD CATCHBASIN EA 1000.00 9 71,768 20% LEGAL, ENGINEERING AND ADMINISTRATION I EA 1 1500.00 121 14,354 TOTAL ESTIMATED COST EA 1500.00 1 86,121 APPENDIX D ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER ITEM UNIT UNIT PRICE EST. QUANTITY EST. COST 300 mm RCP STORM SEWER M 80.00 1431 11,440 375 mm RCP STORM SEWER M 90.00 4101 36,900 450 mm RCP STORM SEWER M 110.00 61 660 525 mm RCP STORM SEWER M 130.00 5051 65,650 6600 mm RCP STORM SEWER M 140.00 50 7,000 300 mm RCP F.E.S. W /TRASH GUARD EA 1000.00 1 1,000 600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 3 4,500 375 mm CMP CULVERT M 40.00 200 8,000 STANDARD CATCHBASIN EA 1000.00 9 9,000 STANDARD CATCHBASIN MANHOLE I EA 1 1500.00 121 18,000 STANDARD STORM SEWER MANHOLE EA 1500.00 1 1,500 IMPROVED PIPE FOUNDATION M 3.00 1,114 3,342 MECHANICAL TRENCH COMPACTION M 3,00-11141 3,342 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION i TOTAL ESTIMATED COST 170,334 8,517 178,851 35,770 214,621 APPENDIX E ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER ITEM UNIT UNIT PRICE EST. QUANTITY EST. COST 300 mm RCP STORM SEWER M 80.00 ill 880 375 mm RCP STORM SEWER M 90.00 126 11,340 450 mm RCP STORM SEWER M 110.00 12 1,320 525 mm RCP STORM SEWER M 130.00 120 15,600 600 mm RCP STORM SEWER M 140.00 7 980 600 mm RCP F.E.S. w /trash guard EA 1500.00 1 1,500 375 mm CMP CULVERT M 40.00 30 1,200 STANDARD CATCHBASIN EA 1000.00 2 2,000 STANDARD CATCHBASIN MANHOLE EA 1500.00 5 7,500 IMPROVED PIPE FOUNDATION M 3.00 276 828 MECHANICAL TRENCH COMPACTION M 3.00 276 828 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION iTOTAL ESTIMATED COST 43,976 2,199 46,175 9,235 55_410 OPTION 1 COST SUMMARY ORONO PLYMTH TOTAL A. STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDER 865418 B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDER 225,137 C. TRAIL IMPROVEMENTS: M432,709432,709 86,121 D. STORM IMPROVEMENTS N. OF WAYZATA/PLY. BORDER 214,621 E. STORM IMPROVEMENTS S. OF WAYZATA/PLY. BORDER 55,410 F. TOTAL ESTIMATED PROJECT COSTS 820,5661 626,1411 1,446,707 APPENDIX A ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS OPTION 2:9.8 METER (32 FEET) FACE TO FACE FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER fti3t .,{" a;lij Yk 3,`jk 1Jd*'a. 1Ar,,( d i. dy 'fk;id k,e P^ ?.^,b,Vi. 45';. P'. .. 4..m 4•. f. 3yj,_IA V•^„'»^ w°... it'd?3es.'i,4+T•JAifi 6e.rR MOBILIZATION L.S. 20,000.00 0.79 15,800 CLEAR AND GRUB L.S. 20,000.00 0.79 15,800 LANDSCAPING L.S. 20,000.00 0.79 15,800 TRAFFIC CONTROL L.S. 10,000.00 0.79 7,900 RETAINING WALL S.M. 150.00 270 40,500 400 MM X 200 MM WET TAP EA. 2,000.00 1 2,000 200 MM DIP WATER MAIN M 150.00 5 750 REMOVE BITUMINOUS PAVEMENT S.M. 3.00 9,700 29,100 COMMON EXCAVATION C.M. 5.00 7,700 38,500 100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 75 1,500 GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 15,400 46,200 GRANULAR SUBBASE C.M. 11.00 1,100 12,100 AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 15,700 172,700 TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 2,500 80,000 TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 1,700 57,800 BITUMINOUS MATERIAL FOR TACK L 1.00 3,400 3,400 B618 CONCRETE CURB AND GUTTER M 21.00 2,650 55,650 PAVEMENT MARKING M 0.80 5,300 4,240 FURNISH & INSTALL SIGN PANELS S.M. 275.00 10 2,750 SODDING W/ 100 MM TOPSOIL S.M. 3.50 10,200 35,700 SEEDING W/ MULCH, FERTILIZER & TOPSOIL ha 3000.00 1 3,000 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 641,190 32,060 673,250 134,650 807,899 APPENDIX B ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS OPTION 2: 9.8 METER (32 FEET) FACE TO FACE FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER sxs rjvITEM ..` .....,UNIT-'. >P! #°. RN N .` .r MOBILIZATION L.S. 20,000.00 0.21 4,200 CLEAR AND GRUB L.S. 20,000.00 0.21 4,200 LANDSCAPING L.S. 20,000.00 0.21 4,200 TRAFFIC CONTROL L.S. 10,000.00 0.21 2,100 150 mm DIP WATER MAIN M 150.00 15 2,250 REMOVE BITUMINOUS PAVEMENT S.M. 3.00 2,600 7,800 COMMON EXCAVATION C.M. 5.00 2,600 13,000 100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 25 500 GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 4,200 12,600 GRANULAR SUBBASE C.M. 11.00 270 2,970 AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 4,200 46,200 TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 675 21,600 TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 450 15,300 BITUMINOUS MATERIAL FOR TACK L 1.00 900 900 B618 CONCRETE CURB & GUTTER M 21.00 710 14,910 PAVEMENT MARKING M 0.80 1,400 1,120 FURNISH & INSTALL SIGN PANELS S.M. 275.00 4 1,100 SODDING W/ 100 mm TOPSOIL S.M. 3.50 2,800 9,800 SEEDING 'MULCH, FERTILIZER & TOPSOIL ha 3000.001 0.4 1,200 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 165,950 8,298 174,248 34,850 209,097 APPENDIX C ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS OPTION 2: 9.8 METER (32 FEET) FACE TO FACE FERNDALE ROAD BETWEEN LUCE LINE AND C.R. 6 APPENDIX D ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 2:9.8 METER (32 FEET) FACE TO FACE FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER gg m' IT. NIT,\ J gaIT M i. 140 COMMON EXCAVATION C.M. 5.00 600 3,000 AGGR BASE, CL.5 100% CR ROCK 150 mm M. TON 11.00 1,750 19,250 TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 50.00 600 30,000 SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9,100 CONCRETE PEDESTRIAN RAMP EA. 500.00 14 7,000 ESTIMATED CONSTRUCTION COST 300 mm RCP F.E.S. W /TRASH GUARD EA 68,350 5% CONTINGENCIES 1,000 600 mm RCP F.E.S. W /TRASH GUARD 3,418 1500.00 3 4,500 71,768 20% LEGAL, ENGINEERING AND ADMINISTRATION 40.00 200 14,354 TOTAL ESTIMATED COST EA 1000.00 86,121 APPENDIX D ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 2:9.8 METER (32 FEET) FACE TO FACE FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER gg 300 mm RCP STORM SEWER M 80.00 140 11,200 375 mm RCP STORM SEWER M 90.00 405 36,450 450 mm RCP STORM SEWER M 110.00 5 550 525 mm RCP STORM SEWER M 130.00 505 65,650 600 mm RCP STORM SEWER M 140.00 50 7,000 300 mm RCP F.E.S. W /TRASH GUARD EA 1000.00 1 1,000 600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 3 4,500 375 mm CMP CULVERT M 40.00 200 8,000 STANDARD CATCHBASIN EA 1000.00 9 9,000 STANDARD CATCHBASIN MANHOLE EA 1500.00 12 18,000 STANDARD STORM SEWER MANHOLE EA 1500.00 1 1,500 IMPROVED PIPE FOUNDATION M 3.00 1,105 3,315 MECHANICAL TRENCH COMPACTION M 3.00 1,105 3,315 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 169,480 8,474 177,954 35,591 213,545 APPENDIX E ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 2: 9.8 METER (32 FEET) FACE TO FACE FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER M IT" STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDE ES 5.i lT B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDE 300 mm RCP STORM SEWER M 80.00 10 800 375 mm RCP STORM SEWER M 90.00 125 11,250 450 mm RCP STORM SEWER M 110.00 11 1,210 525 mm RCP STORM SEWER M 130.00 120 15,600 600 mm RCP STORM SEWER M 140.00 7 980 600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 1 1,500 375 mm CMP CULVERT M 40.00 30 1,200 STANDARD CATCHBASIN EA 1000.00 2 2,000 STANDARD CATCHBASIN MANHOLE EA 1500.00 5 7,500 IMPROVED PIPE FOUNDATION M 3.001 273 819 MECHANICAL TRENCH COMPACTION M 3.00 273 819 ESTIMATED CONSTRUCTION COST 43,678 5% CONTINGENCIES 2,184 45,862 20% LEGAL, ENGINEERING AND ADMINISTRATION 9,172 TOTAL ESTIMATED COST 55,034 OPTION 2 COST SUMMARY ORONO PLYMTH TOTAL A. STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDE 403,950 403,950 807,899 B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDE 209,097 0 209,097 C. TRAIL IMPROVEMENTS: 0 86,121 86,121 D. STORM IMPROVEMENTS N. OF WAYZATA/PLY. BORDEf 106,772 106,772 213,545 E. STORM IMPROVEMENTS S. OF WAYZATA/PLY. BORDEF 55,034 0 55,034 F. TOTAL ESTIMATED PROJECT COSTS 7 774,853 596,843 1 1,371,696 U APPENDIX A ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS OPTION 3: 8.4 METER (28 FEET) FACE TO FACE FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER J'' 4 'vGNJ,htp. p N1` PRIG MOBILIZATION L.S. 20,000.00 0.79 15,800 CLEAR AND GRUB L.S. 20,000.00 0.79 15,800 LANDSCAPING L.S. 20,000.00 0.79 15,800 TRAFFIC CONTROL L.S. 10,000.00 0.79 7,900 RETAINING WALL S.M. 150.00 270 40,500 400 MM X 200 MM WET TAP EA. 2,000.00 1 2,000 200 MM DIP WATER MAIN M 150.00 5 750 REMOVE BITUMINOUS PAVEMENT S.M. 3.00 9,700 29,100 COMMON EXCAVATION C.M. 5.00 6,800 34,000 10Q mm PVC PERFORATED PIPE SUBDRAIN M 20.00 75 1,500 GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 13,700 41,100 GRANULAR SUBBASE C. M. 11.00 1,000 11,000 AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 14,000 154,000 TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 2,300 73,600 TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 1,500 51,000 BITUMINOUS MATERIAL FOR TACK L 1.00 3,000 3,000 B618 CONCRETE CURB AND GUTTER M 2.1.00 2,650 55,650 PAVEMENT MARKING M 0.80 5,300 4,240 FURNISH & INSTALL SIGN PANELS S.M. 275.00 10 2,750 SODDING W/ 100 MM TOPSOIL S.M. 3.50 10,200 35,700 SEEDING W/ MULCH, FERTILIZER & TOPSOIL ha 3000.00 1 3,000 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 598,190 29,910 628,100 125,620 753,719 APPENDIX B ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS OPTION 3:8.4 METER (28 FEET) FACE TO FACE FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER yaF 05t" Lill S MOBILIZATION L.S. 20,000.00 0.21 41200 CLEAR AND GRUB L.S. 20,000.00 0.21 4,200 LANDSCAPING L.S. 20,000.00 0.21 4,200 TRAFFIC CONTROL L.S. 10,000.00 0.21 2,100 150 mm DIP WATER MAIN M 150.00 15 2,250 REMOVE BITUMINOUS PAVEMENT S.M. 3.00 2,600 7,800 COMMON EXCAVATION C.M. 5.00 2,300 11,500 100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 25 500 GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 3,700 11,100 GRANULAR SUBBASE C.M. 11.00 240 2,640 AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 3,800 41,800 TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 600 19,200 TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 400 13,600 BITUMINOUS MATERIAL FOR TACK L 1.00 800 800 B618 CONCRETE CURB & GUTTER M 21.00 710 14,910 PAVEMENT MARKING M 1 0.80 1,400 1,120 FURNISH & INSTALL SIGN PANELS S.M. 275.00 4 1,100 SODDING W/ 100 mm TOPSOIL S.M. 3.50 2,800 1 9,800 SEEDING W/ MULCH, FERTILIZER & TOPSOIL ha 3000.00 0.4 1,200 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 154,020 7,701 161,721 32,344 194,065 APPENDIX C ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS OPTION 3:8.4 METER (28 FEET) FACE TO FACE FERNDALE ROAD BETWEEN LUCE LINE AND C.R. 6 og 3O&W" 'M `''aQv q 3' y.3 C.i' x}'i E•1t" y#TM'i ` d &°l' e y' w,yF ' 3 . w y 80.00 137 COMMON EXCAVATION C.M. 5.00 600 3,000 AGGR BASE, CL.5 100% CR ROCK 150 mm M. TON 11.00 1,750 19,250 TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 50.00 600 30,000 SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9,100 CONCRETE PEDESTRIAN RAMP EA. 500.001 14 1 7,000 ESTIMATED CONSTRUCTION COST $68,350 5% CONTINGENCIES 3,418 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 71,768 14,354 86,121 APPENDIX D ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 3:8.4 METER (28 FEET) FACE TO FACE FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER 300 mm RCP STORM SEWER M 80.00 137 10,960 375 mm RCP STORM SEWER M 90.00 400 36,000 450 mm RCP STORM SEWER M 110.00 4 440 525 mm RCP STORM SEWER M 130.00 505 65,650 600 mm RCP STORM SEWER M 140.00 50 7,000 300 mm RCP F.E.S. W /TRASH GUARD EA 1000.00 1 1,000 600 mm RCP F.E.S. W / TRASH GUARD EA 1500.00 3 4,500 375 mm CMP CULVERT M 40.00 200 8,000 STANDARD CATCHBASIN EA 1000.00 9 9,000 STANDARD CATCHBASIN MANHOLE EA 1500.00 12 18,000 STANDARD STORM SEWER MANHOLE EA 1500.00 1 1,500 IMPROVED PIPE FOUNDATION M 3.00 1,096 3,288 MECHANICAL TRENCH COMPACTION M 3.00 1,096 3,288 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 168,626 8,431 177,057 35,411 212,469 APPENDIX E ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS OPTION 3:8.4 METER (28 FEET) FACE TO FACE FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER 300 mm RCP STORM SEWER M 80.00 9 720 375 mm RCP STORM SEWER M 90.00 124 11,160 450 mm RCP STORM SEWER M 110.00 10 1,100 525 mm RCP STORM SEWER M 130.00 120 15,600 600 mm RCP STORM SEWER M 140.00 7 980 600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 1 1,500 375 mm CMP CULVERT M 40.00 30 1,200 STANDARD CATCHBASIN EA 1000.00 2 2,000 STANDARD CATCHBASIN MANHOLE EA 1500.00 5 7,500 IMPROVED PIPE FOUNDATION M 3.00 270 810 MECHANICAL TRENCH COMPACTION M 3.00 270T 810 ESTIMATED CONSTRUCTION COST 5% CONTINGENCIES 20% LEGAL, ENGINEERING AND ADMINISTRATION TOTAL ESTIMATED COST 43,380 2,169 45,549 9,110 54,659 OPTION 3 COST SUMMARY ORONO PLYMTH TOTAL A. STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDEJ 376,860 376,860 753,719 B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDEI 194,065 0 194,065 C. TRAIL IMPROVEMENTS: 0 86,121 86,121 D. STORM IMPROVEMENTS N. OF WAYZATA/PLY. BORDEF 106,234 106,234 212,469 E. STORM IMPROVEMENTS S. OF WAYZATA/PLY. BORDEF 54,659 0 54,659 F TOTAL ESTIMATED PROJECT COSTS 1 731,811 569,2151 1,301,033 APPENDIX F ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS ALTERNATE DESIGN: 6' WIDE CONCRETE SIDEWALK FERNDALE ROAD BETWEEN LUCE LINE AND C.R. 6 F- UNIT EST. EST. ITEM _ UNIT PRICE QUANTITY COST COMMON EXCAVATION C.M. 5.00 600 3,000' 4" CONCRETE SIDEWALK W / 4" CL. 5 S.M. 27.00 2,650 71,55 SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9,100 CONCRETE PEDESTRIAN RAMP EA. 500.00 14 7.000 ESTIMATED CONSTRUCTION COST 90,650 5% CONTINGENCIES 4,533 95,183 20% LEGAL, ENGINEERING AND ADMINISTRATION 19,037 TOTAL ESTIMATED COST 114,212_1 MEMO CITY OF PLYMOUTH 3400 PLYMOUTH BOULEVARD, PLYMOUTH, MN 55447 DATE: May 22, 1998 TO: Mayor and City Council FROM: Kathy Lueckert, Assistant City Manager 0v- SUBJECT: Amusement Licenses Attached is a staff report and resolution approving an amusement license for Gopher State Expositions, Inc. The City Code requires that the City Council approve all amusement licenses. You have approved amusement licenses for this firm in the past. Gopher State Expositions will hold a carnival at Four Seasons Mall from May 28 - May 31, 1998. Much has already been done to promote the carnival; however, Gopher State applied for the license on Thursday, May 21—missing an opportunity for council approval of the license at the meeting on May 20. Because we do not wish to stand in the way of an event which has already been publicized, staff asked Mayor Tierney to amend the call and agenda of the special meeting on May 27 so that the council could approve the license. Gopher State Expositions will pick up their license on the morning of May 28, in time to open the carnival. All required application and insurance information has been completed, and the Police Department has conducted a background investigation of Gopher State Expositions. Staff recommends approval of the amusement license. Dmumem2 N Agenda Number: TO: Dwight D. Johnson, City Manager FROM: Laurie Ahrens, City Clerk, through Kathy Lueckert, Asst. Manager SUBJECT: GOPHER STATE EXPOSITIONS INC. - AMUSEMENT LICENSE DATE: May 21, for Special City Council Meeting of May 27, 1998 1. ACTION REQUESTED: Adopt the attached resolution approving an amusement license for Gopher State Expositions Inc., to conduct a carnival at Four Seasons Mall, May 28 - May 31, 1998. 2. BACKGROUND: The City has received an application for an amusement license from Gopher State Expositions Inc., to conduct a carnival at Four Seasons Mall located at the southwest corner of Highway 169 and Rockford Road, on May 28 through May 31, 1998. Twenty concessions and 18 rides are proposed, and the event would run from 10 a.m. to 11 p.m. on each day. 3. ALTERNATIVES: The Council could deny the license request. 4. DISCUSSION: Complete application materials have been submitted by the applicant, including a certificate of insurance for general liability coverage, listing the City of Plymouth as additional insured. The Police Department has conducted an investigation on the company and has identified no areas of concern. Gopher State Expositions is head -quartered in St. Cloud. The company has conducted similar events in Hennepin, Ramsey, and Anoka counties and no problems were noted. 5. BUDGET IMPACT: The license fee of $140 has been received. 6. RECOMMENDATION: Adoption of the resolution approving the license is recommended. CITY OF PLYMOUTH RESOLUTION NO. 98 - APPROVING 1998 AMUSEMENT LICENSE FOR GOPHER STATE EXPOSITIONS INC. BE IT RESOLVED by the City Council of the City of Plymouth that an amusement license is hereby issued to Gopher State Expositions, Inc., for a carnival at Four Seasons Mall located at the southwest corner of Highway 169 and Rockford Road, on May 28 through May 31, 1998, during the hours of 10 a.m. to 11 p.m. Adopted by the City Council on May 27, 1998.