Loading...
Public Works Committee Packet - 11/16/2015 CITY OF MUSKEGO PUBLIC WORKS COMMITTEE AGENDA November 16, 2015 6:00 PM Aldermen’s Room – Upper Level of City Hall, W182 S8200 Racine Avenue CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE APPROVAL OF MINUTES HELD October 19, 2015 STATUS OF PROJECTS Discussion update. No formal action may be taken on any of the following: 1. Annual Road Improvement Program 2. Woods Road Recreational Trail (Racine Ave to Windover Drive) 3. North Cape Road Recreational Trail (Hwy 36 to Aster Hills Subdivision) 4. Lake Street/Wildwood Drive Storm Sewer 5. Flintlock Drive Storm Sewer 6. Moorland Road Reconstruction UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: 1. Review Damage to Roadways in the Settlement Subdivision 2. Discuss Moorland Road Design Alternatives and Budget Items 3. Discuss Hale Park Drive & Fennimore Lane Off-street Parking Alternative 4. Review Little Muskego Lake Dam Inspection Results 5. Discuss 2016 Capital Improvement Project Timelines NEW BUSINESS PLACED ON FILE (The following items have been placed on file for staff review. Upon completion of review, staff will submit a supplement detailing options and possible course of action to committee members.) COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW ADJOURNMENT NOTICE IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF THE MUNICIPALITY MAY BE IN ATTENDANCE AT THE ABOVE-STATED MEETING TO GATHER INFORMATION; NO ACTION WILL BE TAKEN BY ANY GOVERNMENTAL BODY AT THE ABOVE-STATED MEETING OTHER THAN THE GOVERNMENTAL BODY SPECIFICALLY REFERRED TO ABOVE IN THIS NOTICE. ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS SERVICE, CONTACT MUSKEGO COMMUNITY DEVELOPMENT DEPARTMENT, (262) 679-4136. Unapproved CITY OF MUSKEGO PUBLIC WORKS COMMITTEE MINUTES October 19, 2015 5:30 PM Aldermen’s Room – Upper Level of City Hall, W182 S8200 Racine Avenue CALL TO ORDER Alderman Borgman called the meeting to order at 5:30PM. PLEDGE OF ALLEGIANCE Those present recited the Pledge of Allegiance. ROLL CALL Present: Alderman Borgman, Alderman Engelhardt. Also present Public Works Director David Simpson. Absent: Alderman Hammel. STATEMENT OF PUBLIC NOTICE The meeting was noticed in accordance with the open meeting laws. APPROVAL OF MINUTES HELD September 21, 2015 Alderman Borgman made a motion to approve the minutes held September 21, 2015. Alderman Engelhardt seconded. STATUS OF PROJECTS Discussion update. No formal action may be taken on any of the following: Woods Road Bridge 2015 Road Improvement Program/Penn Lane Construction Moorland Road Reconstruction UNFINISHED BUSINESS Discussion update and possible action may be taken on any or all of the following: NEW BUSINESS Discussion update and possible action may be taken on any or all of the following: Review Waste Management's request for modification to deferred assessments Alderman Borgman made a motion to deny Waste Management's request for modification to deferred assessments. Alderman Engelhardt seconded. Motion Failed 0 in favor 2 opposed. Review and approval of Two Party Agreement for the design of a recreational trail along North Cape Road (CTH OO) Alderman Engelhardt made a motion to approve the Two Party Agreement for the design of a recreational trail along North Cape Road (CTH OO). Alderman Borgman seconded. Motion Passed 2 in favor. Review and approval of a distribution easement for electric, gas and communications across City owned land, tax key MSKC 2238-993 Alderman Borgman made a motion to approve a distribution easement for electric, gas and communications across City owned land, tax key MSKC 2238-993, Alderman Engelhardt seconded. Motion Passed 2 in favor. NEW BUSINESS PLACED ON FILE (The following items have been placed on file for staff review. Upon completion of review, staff will submit a supplement detailing options and possible course of action to committee members.) COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW ADJOURNMENT Alderman Engelhardt made a motion to adjourn the meeting at 5:47PM. Alderman Borgman seconded. Motion Passed 2 in favor. CITY OF MUSKEGO Staff Report to Public Works Committee To: Public Works Committee From: David Simpson, P.E., Director of Public Works/City Engineer Subject: Review Damage to Roadways in the Settlement Subdivision Date: November 12, 2015 During the construction of a home adjacent to the Settlement Subdivision, a large amount of fill was trucked into the site in order to raise the building pad up out of the floodplain and ground water. When trucking was occurring some residents called to complain that the trucking was causing damage to the roadways. I immediately called the owner, Phil Purpero, and asked that he stop trucking through the Subdivision and instead utilize Woods Road as an entrance. I asked the owner if he would consider making some repairs to the roadway and we met on site to go over the extents of what I believed was caused by the his project. He agreed to make the repairs but upon receiving the cost estimate sent the attached email requesting reconsideration. These pictures show two of the worst areas of roadway damage. I do believe that there may be some damage on the roadway that was preexisting, however, this damage is much more severe that the other areas and can be pinpointed to this trucking operation. Recommendation for Action by Committee: Recommend requiring the repairs be made prior to occupancy being granted for the home. Page 1 of 1 1 David Simpson From:Phil Purpero <PurperoP@Purpero.com> Sent:Tuesday, October 20, 2015 7:59 AM To:David Simpson Cc:Purpero Suzie; Phil Purpero Subject:Re: Proposal Dave I'd like to request to be placed onto a Public Works Committee meeting agenda for discussion of the following: Your requirement for one homeowner, my wife and I, to do repairs to the roads leading to our house at S88 W19825 Timberbrook Dr. at a cost of $3,261 (see proposal under separate cover). The basis of my objection to your requirement is as follows: -I asked you many months ago if I should come in off of Woods since I had so much earth to import and you said "no you can come in through the subdivision". -As soon as I heard we had an issue I immediately switch our trucks to building an access road off of Woods which we used thereafter. -This could not have been anticipated. From my experience hauling into many neighborhoods over the years this easy of a separation of the surface from binder is very unusual. -I am not the only one to haul heavy loads into this relatively new neighborhood that still has homes being built. -This is an unfair hardship to put on one homeowner when nothing wrong was done. I will wait for the committee's response, in the mean time my position at this point is to not perform any of the mill and overlay work. Thank you Phil Purpero W194 S8187 Highland Park Dr Muskego, WI 53150 414.349.9624 cell Page 1 of 3 FOR OFFICE USE ONLY Financial Terms Approved Date Corporate Office N3 W23650 Badinger Road Waukesha, WI 53187 Payne & Dolan, Inc. Michael W. Benish Direct: 262-524-1799 Cell: 262-366-5216 Fax: 262-513-1632 mbenish@payneanddolan.com PROPOSAL For furnishing the necessary labor, material and equipment to complete the following: Base Proposal  Provide 2” asphalt mill and overlay of 2 locations on Windover and 2 locations on Timberbrook per the markings in the field of approximately 76 sy.  Provide 5.5” asphalt patching of the on the end of Timberbrook Drive for the watermain connections of approximately 51 sy. WATERMAIN CONNECTION PRICE ONLY: $3,114.00 MILL AND OVERLAY PRICE: $3,261.00 TOTAL PRICE: $6,375.00 NOTES: 1. Mobilization is included in the watermain work. If mill and overlay work is done, it must be completed at the same time as the watermain work or else additional mobilization charges will apply. 2. The pricing for the scope of work contained within this proposal is valid through July 1 st of 2016. 3. Payne & Dolan, Inc. does not guarantee the completion of said scope of work, i n whole or part, during the 2015 season. 4. In order to be placed, lower layer pavements require temperatures of 40 degrees or higher and surface pavements require 50 degrees or higher. Pavements placed in lower temperatures will be at the Owner’s/Contractor’s direction, sole risk and without warranty. 5. Wet or frozen conditions cause unstable sub -bases which can result in non-uniform asphalt thickness and/or premature failure of the paving structure. All bases or pavements constructed on wet, frozen or otherwise compromised sub-bases, or below freezing temperatures will be at the Owner’s/Contractor’s direction, sole risk and without warranty. 6. If unstable subgrade or base course conditions are encountered during construction, the above pricing does not include undercutting or stabilization of unstable material. Undercutting and/or stabilization must take place prior to further paving. Paving without undercutting and/or stabilization will be at the Owner’s/Contractor’s direction, sole risk and without warranty. IF THIS PROPOSAL IS NOT ACCEPTED AND RETURNED WITHIN 10 DAYS FROM THE DATE OF THIS PROPOSAL OR IF THE WORK IS NOT COMPLETED BY July 1, 2016, PAYNE & DOLAN, INC. RESERVES THE RIGHT TO WITHDRAW THE PROPOSAL OR MODIFY THE TERMS OF THE PROPOSAL/CONTRACT. PRIOR TO PAYNE & DOLAN, INC. BEGINNING WORK UNDER THIS CONTRACT, OWNER/CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE FOLLOWING PAYMENT TERM IS MET OR PAID AND IS ACCEPTABLE TO PAYNE & DOLAN, INC. TO FULFILL THEIR OBLIGATIONS UNDER THIS CONTRACT: CONTRACT PAYMENT SCHEDULE PLEASE CALL MIKE BENISH AT 262-524-1790 TO GET APPROVAL ON YOUR PROPOSED PAYMENT SCHEDULE OR TO MAKE PAYMENT ARRANGEMENTS. DATE: October 18, 2015 PHONE: 414-349-9624 FAX: JOB NAME: Windover and Timberbrook Asphalt Repairs JOB LOCATION: Muskego, WI PLAN DATE: SUBMITTED TO: Phil Purpero Page 2 of 3 PROPOSAL TERMS AND CONDITIONS Prior to the commencement of the Work, the work of others shall be completed to such an extent that it will not in any way conflict or interfere with the Work. If Payne & Dolan, Inc. is directed to commence Work prior to the time such other work is completed, Owner/Contractor agrees to pay the costs of any extra mobilizations or reduced productivity attributable to Payne & Dolan, Inc. commencing any of the Work before any others have completed their work. The total allowable number of working days under normal conditions required to complete the Work is 1 days. In order to meet any agreed upon completion date, Payne & Dolan, Inc. must receive a 10 day advance notice to proceed plus the total allowable number of working days required to complete the Work under normal conditions. Performance of the Work is contingent upon strikes, accidents or delays beyond Payne & Dolan, Inc.’s control. Any changed condition of the job specifications involving extra costs will be performed only upon submission of a written change order, and Owner/Contractor will be required to pay to Payne & Dolan, Inc. an extra charge over and above the original contract price for performance of the requested change order. Payne & Dolan, Inc. will not be responsible for damage to any underground utilities or other hidden conditions if the Owner/Contractor fails to give Payne & Dolan, Inc. advance notice of their existence and location. Owner/Contractor agrees t o indemnify and hold Payne & Dolan, Inc. harmless for any loss, expense or damage resulting from, arising out of, or in any way related to such condition. Physical access by heavy equipment and material delivery vehicles to the site that is the subject of this contract may result in physical damage to property including but not limited to existing pavement, landscape or structures. Payne & Dolan, Inc. will cooperate with the Owner/Contractor in finding alternative access solutions, but the Owner/Contractor does hereby release and hold harmless Payne & Dolan, Inc. from any claims for physical damage caused from access to the site. Owner/Contractor agrees that any physical damage to property caused by Payne & Dolan, Inc.'s heavy equipment and material delivery vehicles in the process of gaining access to the site, where no other access options have been made available, shall be the responsibility of the Owner/Contractor. Payne & Dolan, Inc. will not be responsible for any restoration of adjacent areas disturbed as a result of construction, incl uding, but not limited to, stone shoulder, adjustment of drainage structures or landscaping that may need to be pe rformed to allow for proper drainage of water from the surface of the new pavement unless otherwise agreed to in the scope of work. Any claim for property damage is conclusively waived unless presented to Payne & Dolan, Inc. in writing within seven (7) calendar days of the occurrence. All materials and labor are conclusively accepted as satisfactory unless objected to in writing within seven (7) calendar days of performance. "AS REQUIRED BY THE WISCONSIN CONSTRUCTION LIEN LAW, BUILDER (PAYNE & DOLAN, INC.) HEREBY NOTIFIES OWNER THAT PERSONS OR COMPANIES FURNISHING LABOR OR MATERIALS FOR THE CONSTRUCTION ON OWNER'S LAND MAY HAVE LIEN RIGHTS ON OWNER'S LAND AND BUILDINGS IF NOT PAID. THOSE ENTITLED TO LIEN RIGHTS, IN ADDITION TO THE UNDERSIGNED BUILDER, ARE THOSE WHO CONTRACT DIRECTLY WITH THE OWNER OR THOSE WHO GIVE THE OWNER NOTICE WITHIN 60 DAYS AFTER THEY FIRST FURNISH LABOR OR MATERIALS FOR THE CONSTRUCTION. ACCORDINGLY, OWNER PROBABLY WILL RECEIVE NOTICES FROM THOSE WHO FURNISH LABOR OR MATERIALS FOR THE CONSTRUCTION, AND SHOULD GIVE A COPY OF EACH NOTICE RECEIVED TO HIS MORTGAGE LENDER, IF ANY, TO SEE THAT ALL POTENTIAL LIEN CLAIMANTS ARE DULY PAID." Owner/Contractor, at its sole expense, shall comply with and obtain all necessary licenses and permits under present and future laws, statutes, ordinances, rules, orders or regulations of any governmental body having jurisdiction over the site, the Work, or the Owner/Contractor shall bear the sole cost of any fines or penalties for failure to comply with or obtain the same and shall indemnify and hold Payne & Dolan, Inc. harmless for any fine, penalty or expense resulting from, arising out of, or in any way related to Owner/Contractor’s violations under this paragraph. Payne & Dolan, Inc. proposes to furnish material and labor - complete in accordance with above specifications and prices. Payne & Dolan, Inc. is entitled to final payment upon substantial completion of the "Work" required herein. Terms of payment shall be net on receipt of invoice. A 1.5% per month service charge shall be charged on all outstanding balances. Upon receipt of payment in full, Payne & Dolan, Inc. will provide a lien waiver required by Owner/Contractor. If any amount due under this contract is not paid when due, is referred to any attorney for collection (whether or not litigation is commenced), or if any legal advice, services or action shall be necessary, Owner/Contractor agrees to pay all attorney's fees, costs and expenses incurred by Payne & Dolan, Inc. in connection with collecting that amount. This proposal is contingent upon the express agreement that indemnification, defense, waiver of subrogation and additional insured status, if required by the Owner/Contractor, shall be provided by Payne & Dolan, Inc, but only to the extent of Payne & Dolan, Inc.’s negligence. Owner/Contractor to carry fire, tornado and other necessary insurance. Payne & Dolan, Inc.’s workers are fully covered by Workers’ Compensation Insurance. All material is guaranteed to be as specified. All Work to be completed in a workmanlike manner according to standard practices. Payne & Dolan, Inc.’s warranty excludes remedy for damage or defect caused by abuse, modifications not executed by Payne & Dolan, Inc, its subcontractors or suppliers, improper or insufficient maintenance, improper operation, normal wear and tear under normal usage or excessive manipulation over the original design criteria. Payne & Dolan, Inc.’s warranty for material and Page 3 of 3 workmanship is for the term of one year from Payne & Dolan, Inc.’s last substantial labor date and is in lieu of any other warranty or remedy required by law. Payne & Dolan, Inc. reserves the right to refuse to construct a pavement unless minimum grades of 1% are attainable for surface drainage. If the Owner/Contractor directs construction with less than a minimum grade of 1% or if the plans do not provide 1% drainage in all directions, it is understood and agreed that waterponding may occur and that no warranty will attach to the Work. Payne & Dolan, Inc. is not responsible for the redesigning of plan grades in order to establish a minimum of 1% drainage. Subgrade/Aggregate Base: The Owner/Contractor is responsible to furnish Payne & Dolan, Inc. a suitable subgrade/aggregate base having the ability to support the maximum axle loads transmitted from the heaviest construction and/or vehicle traffic anticipated as not to cause any deformation to the subgrade/aggregate base. All subgrade must be rough graded by Owner/Contractor to within ±0.1’ of the proposed plan subgrade elevations. Heaving and Cracking: Heaving of asphalt pavements caused by, but not limited to, wet conditions, expansive soils and freeze-thaw cycles, is not the responsibility of Payne & Dolan, Inc. Cracking of asphalt pavements caused by, but not limited to, freeze-thaw cycles, excessive drying of expansive soils, clay soils and reflective cracking, is not the responsibility of Payne & Dolan, Inc. Fine Grading of Aggregate Base by Payne & Dolan, Inc.: If Payne & Dolan, Inc. fine grades the surface to be paved, the Owner/Contractor shall furnish a surface rough graded to within ±0.1’ of the proposed plan aggregate base course elevations. Fine Grading of Aggregate Base by Others: If Owner/Contractor fine grades the surface to be paved, Payne & Dolan, Inc. may choose to request additional work to correct the surface to be paved for (but not limited to) stability, surface drainage, sl ope and elevation. Additional corrective work will be done at no cost to Payne & Dolan, Inc. When resurfacing concrete, brick or asphalt pavements, Payne & Dolan, Inc. is not responsible for the reproduction of cracks or expansion joints which may occur. If any other agreement is entered into between the parties, the terms of this agreement shall be incorporated into any such agreement and shall supersede any conflicting terms contained therein. Authorized Signature: ___ Michael W. Benish, Project Manager Acceptance of Proposal - The above prices, specifications and terms and conditions are satisfactory and are hereby accepted. Payne & Dolan, Inc. is authorized by Owner/Contractor to do the Work as specified. Payment will be made to Payne & Dolan, Inc. by Owner/Contractor as outlined above. If separate bids or alternate bids are indicated, acknowledge acceptance by initialing those prices which you hereby accept. Owner/Contractor: Date: Signature: Job Name: Windover and Timberbrook Asphalt Repairs Date of Proposal: October 18, 2015 CITY OF MUSKEGO Staff Report to Public Works Committee To: Public Works Committee From: David Simpson, P.E., Director of Public Works/City Engineer Subject: Discuss Moorland Road Design Alternatives and Budget Items Date: November 13, 2015 As you know, we applied for a STP-U grant that would fund 80% of City costs to design and reconstruct Moorland Road, from Janesville Road to McShane Drive and received award of the grant in July of 2014. The grant is designed to cover up to 80% of the cost to reconstruct Moorland Road up to $2,679,778 of total project expenses and the City will be responsible for any additional costs. The City’s share of Design fees will be incurred in 2015-2017 (and land acquisition in 2016) and construction is planned to occur in 2018. We have been proceeding with all initial soils testing, survey work, and initial design. During the grant application process. The soils reports have come back to show much worse conditions than I expected. Because the roadway was constructed in the early 2000’s the soil types and base layers should have been in very good condition. However, it appears that when the roadway was initially constructed the soil types were not accounted for. The pavement failure was assumed to be premature due to overloading of traffic, which is a factor, however, the soils need to be addressed as well. Because of this the costs have escalated and will be discussed below. We have examined three cross sectional alternatives in order to evaluate the most cost effective approach (see attached). The alternatives examined are rural, rural/urban hybrid, and urban. Because of grading implications the urban alternative is actually the most cost effective cross section. The rural cross section is estimated to be $4.1M, the hybrid to be $4.3M and the urban to be $4.0M. Because all of the alternative are most costly than our original estimate we have come up with some potential cost saving measures for your consideration. The first option would include moving the project limits to just south of Woods Road instead of McShane Road, which would save approximately $390K. The second option would be to keep the existing pathway in its current location/width for a cost savings of $160K. These two items would reduce the project cost by $550K, however we would need to complete maintenance projects of these areas in future years that may cost up to $75K. If we select the urban cross section and the two cost savings measures the City’s contribution to the project would still increase from the original estimate of $775K to $1.7M. I attended a meeting with the Committee that allocates funds and we do not have access to additional funding through the State. We could attempt to reapply for grant funding in a future 2021-22 year, however, I am 99% certain we will not be get funding in the category this project will now fall within and would lose the $2.68M we have now. With this I believe we will need to fund the remaining amount with City funds. Page 1 of 2 Recommendation for Action by Committee: Recommend moving ahead with the urban cross section design with the project limits moved to be Woods Road to Janesville Road and reuse the existing recreational trail where possible. Page 2 of 2 2% TYP 4: 1 6: 1 5’3’ TYP 4% 4% 4:1 5’3’ TYP 4% 4% 6:1 1’ T Y P DENSE 1 1/4-INCH BASE AGGREGATE PAVEMENT PAVEMENT 2.5:1 MAX4:1 NORM 2% TYP 2. 5: 1 M AX 4: 1 NORM WISDOT/CADDS SHEET 42 EHWY:COUNTY: S:\Wauk_Co\Muskego\Gov\150245_Moorland\Design\DGN\Plansheets\020302_TS.dgnFILE NAME :11/10/2015 1:10PLOT SCALE : PLOT DATE :PLOT BY :wwolak 2 PROJECT NO: 2723-00-01 MOORLAND RD WAUKESHA PLOT NAME : 2 TYPICAL SECTIONS SHEET TYPICAL FINISHED SECTION MOORLAND RD R/L R/W 7.9’11.4’ 0.7’ - 20.7’ R/W 7.9’11.4’ 10.7’ - 198.7’ VARIES VARIES STA 132+85 TO STA 190+00 RURAL DESIRABLE PER FDM 11-15 11’11’ 16" BREAKER RUN * * 16" BREAKER RUN FROM STA 152+75 TO STA 190+00 Project Segment Type: A (A = Arterial, F = Freeway) updated 11/10/2015 1 PAVEMENT, BASE & SUBBASE Pavement TON 13,100 $80 1,048,000$ Base Aggregate Dense TON 38,200 $12 458,000$ Breaker Run* TON 24,000 $10 240,000$ 2 MILL AND OVERLAY TON 416 $100 42,000$ 3 MULTIUSE PATH Pavement TON 1,500 $80 120,000$ Base TON 3,600 $12 43,000$ 4 CURB & GUTTER LF 5,224 $10 52,000$ 5 EARTHWORK CY 77,897 $9 701,000$ 6 Major Roadway Items Subtotal (Items 1 to 5)2,704,000$ 7 SIGNALIZE INTERSECTION EACH - $150,000 -$ 8 DRAINAGE LS % of Item 6 8% 216,000$ 9 EROSION CONTROL & RESTORATION LS % of Item 6 4% 108,000$ 10 TRAFFIC CONTROL & STAGING LS % of Item 6 2% 54,000$ 11 LIGHTING LS % of Item 6 2% 54,000$ 12 SIGNING/MARKING LS % of Item 6 2% 54,000$ 13 ROADWAY INCIDENTALS LS % of Item 6 30% 811,000$ Drainage and Incidentals Subtotal (Items 7 to 13)1,297,000$ 14 UNIQUE CONSTRUCTION ELEMENTS Pond Construction** LS 1 $18,000 18,000$ -$ Unique Construction Elements Subtotal 18,000$ Construction Costs Subtotal (Items 6 to 14)4,019,000$ 15 ESTIMATED CONTRACT LET AMOUNT 4,019,000$ 16 MITIGATION/PI LS -$ 17 REAL ESTATE LS -$ 18 COMPENSABLE UTILITIES LS -$ 4,100,000$ Assumptions *16" Breaker Run Quantified North of Woods RD to EOP **2 Locations QUANTITY UNIT PRICE TOTAL CONCEPTUAL CONSTRUCTION LET COST (Current Dollars) City of Muskego I.D. 2723-00-01 Moorland Road/Durham Drive - Rural Desirable Functional Plan Cost Estimate (10%) Item ITEM DESCRIPTION UNIT Functional Estimate_Moorland RD Rural Desirable.xlsx, Summary Page 1 of 1 11/10/2015 2% TYP 2% TYPTYP 2% 4: 1 6: 1 5’ 5’3’2.5’ TYP 4% 4% DENSE 1 1/4-INCH BASE AGGREGATE PAVEMENT PAVEMENT 2.5:1 MAX4:1 NORM 1’ T Y P WISDOT/CADDS SHEET 42 EHWY:COUNTY: S:\Wauk_Co\Muskego\Gov\150245_Moorland\Design\DGN\Plansheets\020302_TS.dgnFILE NAME :11/10/2015 1:10PLOT SCALE : PLOT DATE :PLOT BY :wwolak 2 PROJECT NO: 2723-00-01 MOORLAND RD WAUKESHA PLOT NAME : 2 TYPICAL SECTIONS SHEET R/L 30-INCH TYPE D (TYP) CONCRETE CURB AND GUTTER 7.9’11.4’ R/W 10.7’ - 198.7’ VARIES VARIES 50’ - 238’ VARIES 40’ - 60’ 11’11’ 1’ TYP TYPICAL FINISHED SECTION MOORLAND RD STA 132+85 TO STA 190+00 RURAL/URBAN HYBRID VARIES 8’-10’ 6:1 2’ ASPHALT PATH BASE AGGREGATE DENSE 1 1/4-INCH 1.5%4% VARIES 4.5’-6.5’ 3:1 MAX4:1 NORM VARIES 5’-25’ VARIES 8’-10’ 6:1 2’ R/W ASPHALT PATH BASE AGGREGATE DENSE 1 1/4-INCH 1.5%4% VARIES 11.5’-31.5’ ACCOMMODATION BIKE 8’VARIES VARIES 11’-15’ EXISTING ASPHALT PATH R/W R/W 16" BREAKER RUN * * 16" BREAKER RUN FROM STA 152+75 TO STA 190+00 Project Segment Type: A (A = Arterial, F = Freeway) updated 11/10/2015 1 PAVEMENT, BASE & SUBBASE Pavement TON 14,300 $80 1,144,000$ Base Aggregate Dense TON 36,200 $12 434,000$ Breaker Run* TON 25,400 $10 254,000$ 2 MILL AND OVERLAY TON 416 $100 42,000$ 3 MULTIUSE PATH Pavement TON 1,500 $80 120,000$ Base TON 3,200 $12 38,000$ 4 CURB & GUTTER LF 7,286 $10 73,000$ 5 EARTHWORK CY 63,055 $9 567,000$ 6 Major Roadway Items Subtotal (Items 1 to 5)2,672,000$ 7 SIGNALIZE INTERSECTION EACH - $150,000 -$ 8 DRAINAGE LS % of Item 6 20% 534,000$ 9 EROSION CONTROL & RESTORATION LS % of Item 6 4% 107,000$ 10 TRAFFIC CONTROL & STAGING LS % of Item 6 2% 53,000$ 11 LIGHTING LS % of Item 6 2% 53,000$ 12 SIGNING/MARKING LS % of Item 6 2% 53,000$ 13 ROADWAY INCIDENTALS LS % of Item 6 30% 802,000$ Drainage and Incidentals Subtotal (Items 7 to 13)1,602,000$ 14 UNIQUE CONSTRUCTION ELEMENTS Pond Construction** LS 1 $18,000 18,000$ -$ Unique Construction Elements Subtotal 18,000$ Construction Costs Subtotal (Items 6 to 14)4,292,000$ 15 ESTIMATED CONTRACT LET AMOUNT 4,292,000$ 16 MITIGATION/PI LS -$ 17 REAL ESTATE LS -$ 18 COMPENSABLE UTILITIES LS -$ 4,300,000$ Assumptions *16" Breaker Run Quantified North of Woods RD to EOP **2 Locations QUANTITY UNIT PRICE TOTAL CONCEPTUAL CONSTRUCTION LET COST (Current Dollars) City of Muskego I.D. 2723-00-01 Moorland Road/Durham Drive -Rural/Urban Hybrid Functional Plan Cost Estimate (10%) Item ITEM DESCRIPTION UNIT Functional Estimate_Moorland RD Rural-Urban Hybrid Reduced Stone.xlsx, SummaryPage 1 of 1 11/10/2015 WISDOT/CADDS SHEET 42 EHWY:COUNTY: S:\Wauk_Co\Muskego\Gov\150245_Moorland\Design\DGN\Plansheets\020302_TS.dgnFILE NAME :11/10/2015 1:10PLOT SCALE : PLOT DATE :PLOT BY :wwolak 2 PROJECT NO: 2723-00-01 MOORLAND RD WAUKESHA PLOT NAME : 2 TYPICAL SECTIONS SHEET 2% TYP 11’ DENSE 1 1/4-INCH BASE AGGREGATE PAVEMENT R/L 11’ 2% TYP 3:1 MAX4:1 NORM 3: 1 M AX 4: 1 NORM 4.5’4.5’ 4% VARIES 4.5’-6.5’ VARIES 1.5’ MIN TYP 4% VARIES 33’-221’ R/W VARIES 8’-10’ 6:1 2’ 3:1 MAX4:1 NORM VARIES R/W 1’ TYP ASPHALT PATH BASE AGGREGATE DENSE 1 1/4-INCH TYP 2% TYP 2% CONCRETE CURB AND GUTTER INTEGRAL (TYP) 1.5% 8’-28’ VARIES 8’-10’ 6:1 2’ R/W ASPHALT PATH BASE AGGREGATE DENSE 1 1/4-INCH 1.5%4% VARIES 12.5’-34.5’ TYPICAL FINISHED SECTION MOORLAND RD STA 132+85 TO STA 190+00 URBAN R/W VARIES 16.5’-36.5’ 8’ EXISTING ASPHALT PATH VARIES 16" BREAKER RUN * * 16" BREAKER RUN FROM STA 152+75 TO STA 190+00 Project Segment Type: A (A = Arterial, F = Freeway) updated 11/10/2015 1 PAVEMENT, BASE & SUBBASE Pavement TON 11,100 $80 888,000$ Base Aggregate Dense TON 27,700 $12 332,000$ Breaker Run* TON 22,000 $10 220,000$ 2 MILL AND OVERLAY TON 416 $100 42,000$ 3 MULTIUSE PATH Pavement TON 1,500 $80 120,000$ Base TON 3,200 $12 38,000$ 4 CURB & GUTTER 30" Curb and Gutter LF 5,600 $10 56,000$ 54" Integral Curb and Gutter LF 10,900 $25 273,000$ 5 EARTHWORK CY 47,667 $9 429,000$ 6 Major Roadway Items Subtotal (Items 1 to 5)2,398,000$ 7 SIGNALIZE INTERSECTION EACH - $150,000 -$ 8 DRAINAGE LS % of Item 6 25% 600,000$ 9 EROSION CONTROL & RESTORATION LS % of Item 6 4% 96,000$ 10 TRAFFIC CONTROL & STAGING LS % of Item 6 2% 48,000$ 11 LIGHTING LS % of Item 6 2% 48,000$ 12 SIGNING/MARKING LS % of Item 6 2% 48,000$ 13 ROADWAY INCIDENTALS LS % of Item 6 30% 719,000$ Drainage and Incidentals Subtotal (Items 7 to 13)1,559,000$ 14 UNIQUE CONSTRUCTION ELEMENTS Pond Construction** LS 1 $18,000 18,000$ -$ Unique Construction Elements Subtotal 18,000$ Construction Costs Subtotal (Items 6 to 14)3,975,000$ 15 ESTIMATED CONTRACT LET AMOUNT 3,975,000$ 16 MITIGATION/PI LS -$ 17 REAL ESTATE LS -$ 18 COMPENSABLE UTILITIES LS -$ 4,000,000$ Assumptions *16" Breaker Run Quantified North of Woods RD to EOP **2 Locations QUANTITY UNIT PRICE TOTAL CONCEPTUAL CONSTRUCTION LET COST (Current Dollars) City of Muskego I.D. 2723-00-01 Moorland Road/Durham Drive - Urban Functional Plan Cost Estimate (10%) Item ITEM DESCRIPTION UNIT Functional Estimate_Moorland RD Urban.xlsx, Summary Page 1 of 1 11/10/2015 WISDOT/CADDS SHEET 42 EHWY:COUNTY: S:\Wauk_Co\Muskego\Gov\150245_Moorland\Design\DGN\Plansheets\020302_TS.dgnFILE NAME :11/10/2015 1:10PLOT SCALE : PLOT DATE :PLOT BY :wwolak 2 PROJECT NO: 2723-00-01 MOORLAND RD WAUKESHA PLOT NAME : 2 TYPICAL SECTIONS SHEET 2% TYP 11’4.5’ 16" BREAKER RUN DENSE 1 1/4-INCH BASE AGGREGATE PAVEMENT R/L TYPICAL FINISHED SECTION MOORLAND RD 11’2.5’ 2% TYP TYP 4% TYP 4% 11’2.5’2.5’ 2% TYP2% TYP VARIES 7’-15’ 16" BREAKER RUN DENSE 1 1/4-INCH BASE AGGREGATE PAVEMENT STA 190+00.00 TO STA 196+46.40 1’ TYP 1’ TYP TYP 4% 3:1 MAX4:1 NORM 3: 1 M AX 4: 1 NORM TYP 2% VARIES 0’-11’ 4% 30-INCH TYPE D (TYP) CONCRETE CURB AND GUTTER VARIES 4.5’-6.5’ VARIES 8’-10’ 6:1 6: 1 VARIES VARIES 1.5’ MIN ASPHALT PATH BASE AGGREGATE DENSE 1 1/4-INCH TYP 2% 0’-5’ 1.5% CONCRETE CURB AND GUTTER INTEGRAL CITY OF MUSKEGO Staff Report to Public Works Committee To: Public Works Committee From: David Simpson, P.E., Director of Public Works/City Engineer Subject: Discuss Hale Park Drive & Fennimore Lane Off-street Parking Alternative Date: November 12, 2015 Previously Reported: Alderman Wolfe has received several complaints regarding the appearance of the areas of parking directly adjacent to the roadways in front of the two- family homes near Fennimore Lane and Hale Park Drive. The condition of the roadside areas has been affected by the constant on street parking pushing further and further off the edge of pavement. Gravel has been placed in certain areas by a party other than the City to accommodate street parking. The pictures below show the problem area. An onsite meeting was held to discuss options such as restricting parking or asking the owners to provide additional off street parking options. We investigated the potential for Page 1 of 3 additional off street options and found that most properties are already at their maximum allowable impervious surfaces, so that option is not viable. By adding additional no parking areas the problem will most likely be pushed to areas further from this area or infringe upon areas that don’t need parking restrictions. We also discussed the possibility of adding on street parking at the cost of the adjacent homeowners. This would me a reconstruction that would add storm sewer and curb and gutter that would allow for painted parking spaces completely off the street. This alternative would cost approximately $15,000-20,000 per property for construction. If this alternative was chosen, the project would need to be budgeted as a capital improvement in a future year even if 100% of the project costs would be assessed. New Information: At a previous Public Works Committee meeting staff was asked to prepare a draft drawing of what some off street parking would look like in the area and determine what the expenses would be if we assessed the property owners. The attached drawing shows creating 19 parking spots adjacent to the existing pavement edge. In this scenario we would post the opposite side of the roadway as no parking. The estimated construction costs for this project would be as follows: Engineer's Estimate ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE TOTAL Silt Fence L.F. 100 $2.00 $200.00 Stone Ditch Check EACH 2 $100.00 $200.00 Common Excavation Lump Sum 1 $10,000.00 $10,000.00 Saw Cut L.F. 660 $2.50 $1,650.00 Grading Lump Sum 1 $5,000.00 $5,000.00 1 ¼” Crushed Limestone T.B. Ton 300 $20.00 $6,000.00 ¾” Crushed Limestone T.B. Ton 125 $23.00 $2,875.00 24” Curb & Gutter L.F. 660 $45.00 $29,700.00 Roadway Asphaltic Concrete Binder Course TON 220 $80.00 $17,600.00 Roadway & Path Asphaltic Concrete Surface Course TON 100 $90.00 $9,000.00 15" RCP Storm Sewer L.F. 544 $60.00 $32,640.00 18" RCP Storm Sewer L.F. 30 $65.00 $1,950.00 15" RCP Flared End Section EACH 1 $775.00 $775.00 Page 2 of 3 18" RCP Flared End Section EACH 1 $850.00 $850.00 Sump Line Connections EACH 6 $200.00 $1,200.00 Inlet with Frame and Grate EACH 1 $1,800.00 $1,800.00 Manhole with Frame and Grate EACH 2 $2,600.00 $5,200.00 4” Topsoil & Sod S.Y. 700 $9.00 $6,300.00 TOTAL COSTS $132,940.00 Is we assessed the 14 properties at 100% of the construction cost per property would be approximately $9,500. We could consider designing and bidding in house and not charging for engineering to keep the total costs down. If we hired a firm to complete the work it would be an additional $15-20K. Another alternative that could be considered would be installing no parking signs on one side of the roadway and making the appropriate repairs to the grass with City crews and evaluating how that will impact the area. Recommendation for Action by Committee: Discuss issue further and make a recommendation for staff to proceed with. Page 3 of 3 Page 1 of 2 CITY OF MUSKEGO Staff Report to Public Works Committee To: Public Works Committee From: David Simpson, P.E., Director of Public Works/City Engineer Subject: Discuss 2016 Capital Improvement Project Timelines. Date: November 13, 2015 Because of the large amount of Capital Improvement projects and Engineering Planning projects included in the 2016 budget I would like to discuss staff’s proposed timelines. Please review the list below and associated notes for discussion. 1. Annual Road Improvement Program a. Currently working on pavement ratings b. Bid in January or February c. Construction to be completed by October 14th, 2016 2. Lake Street/Wildwood Drive Storm Sewer a. Survey and design completed b. Design out to Utilities already for their relocation c. Bid in January or February d. Construction to be completed by September 2nd, 2016 3. Flintlock Drive Storm Sewer a. Survey work to be completed late November/early December b. Bid in March or April c. Construction to be completed by September 18th, 2016 4. Woods Road Recreational Trail (Racine Ave to Windover Drive) a. Survey work is now completed b. Design work started, should be completed by the end of the year c. Will need WDNR permits d. Possible utility relocates e. Will need to obtain agreement/easement from School District f. Bid in March or April g. Construction to be completed by September 18th, 2016 5. North Cape Road Recreational Trail (Hwy 36 to Aster Hills Subdivision) a. Survey work is now completed b. Design work continuing at County, should be completed by the end of the year c. Will need to obtain easements from some owners which may slow down progress d. Will need WDNR permits e. Bid in March or April f. Construction to be completed by October 16th, 2016 Page 2 of 2 6. Aster Hills Park Grading a. Scope has been established and met with GRAEF b. Design work should be completed by January c. Will need WDNR permits d. Bid in March or April e. Construction to be completed in Sept/Oct of 2016, depending on landscape restoration recommendations. 7. Moorland Road Reconstruction (Engineering) a. Design work continuing b. PIM in February c. 60% plans by July d. Land acquisition starting in August (need to discuss budget) 8. Bay Lane Reconstruction (Engineering) a. Consider possible hold on this project based on Moorland Road budget issues. Nothing being done by staff at this time. 9. Woods Road Recreational Trail (Windover Drive to Janesville)(Engineering) a. Discuss general design considerations at Jan-Feb PW meeting to decide what to put into request for proposals. b. Put a request for proposals out to Engineering firms in March to allow selection around the time that snow melts so survey work can begin shortly after. c. Begin survey and design in May/June. d. Conduct PIM in Sept/Oct. 10. Martin Drive Recreational Trail (Lannon to Janesville) (Engineering) e. Discuss general design considerations at Jan-Feb PW meeting to decide what to put into request for proposals. f. Put a request for proposals out to Engineering firms in March to allow selection around the time that snow melts so survey work can begin shortly after. g. Begin survey and design in May/June. h. Conduct PIM in Sept/Oct.