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HomeMy WebLinkAboutCorrespondence August 18, 1992 Mr. Thomas Ryan RYAN CONTRACTING, INC. 10151534 East Cliff Road Burnsville, MN 55337 RE: PROJECT #92-11 PHASE II, FRANKLIN TRAIL SIDEWALK Dear Mr. Ryan: Please find enclosed your Bid Bond for project #92-11, Phase II Franklin Trail Sidewalk. The apparent low bidder for project #92-11 was West star Curb & Concrete from Watkins, Minnesota. I am also enclosing a Bid Tabulation of all of the information. If you have any questions regarding please feel free to call me. Sincerely yours, B:!=e~. Assistant city Engineer CITY OF PRIOR LAKE BL:jlp bids for your the project, 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER I N T E R 0 F FIe E MEMORANDUM TO: FROM: SUBJECT: DATE: BILL MANGAN, DIRECTOR OF PARKS & RECREATION ~/BRUCE LONEY, ASSISTANT CITY ENGINEER I 'SUMMARY OF BIDS & QUOTES FOR PARKS TRAILS, 1992 JULY 6, 1992 This memorandum is to summarize the costs to construct the sidewalk and trail improvements proposed this year by the Parks Department. On July 1, 1992, bids were received and opened for the concrete walk construction along Franklin Trail. The Base Bid is for the walk from T.H. 13 (south intersection) to CSAH 44. The Alternate Bid is for the walk from CSAH 44 to T.H. 13 (north intersection). Bid results were as follows: CONTRACTORS BASE BID TOTAL BASE & ALTERNATE, 1. 2. 3. 4. 5. 6. WEST STAR CURB & GUTTER RYAN CONTRACTING INC. CURB MASTERS, INC. MN STATE CURB & GUTTER ADVANCED CONCRETE, INC. GARVEY CONSTR. INC. 47,377.00 47,999.00 51,856.00 57,965.70 61,937.50 72,720.00 54,491.80 56,234.00 60,067.90 66,978.70 71,643.50 85,445.00 The Engineer'S Estimate for the base bid and the total bid (Base & Alternate) was $52,675.00 and $60,870.00 respectively. On July 6, 1992, quotes were received from two (2) contractors for the bituminous paving of trails along Main Avenue and the park entrances for Oakland Beach and Fish point Park. The quotes received were as follows: PRIOR LAKE NORTHWEST DESCRIPTION OF WORK BLACKTOP BIT. MAINT. 1. Main Avenue Trail $ 5,772.90 $ 8,640.00 2. Oakland Beach Park $ 7,279.50 $ 8,970.00 entrances & trail within park 3. Fish Point Park $ 2,901.25 $ 5,775.00 entrances $15,953.65 $23,385.00 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER The Engineer's Estimate for Main Avenue bituminous trail was $5,500.00 and paving of Oakland Beach and Fish Point Park entrances was $8,000.00 for a total of $13,500.00. The original estimate did not include paving of the trail within Oakland Beach Park. This additional cost is estimated to be $1,850.00. On July 15, 1991, the City Council approved a General Fund Balance transfer of $75,000.00 to construct the walk along Franklin Trail. The cost of the walk and trails from the lowest bidders along with the costs of the work to be done by the Parks Department is as follows: 1. Concrete Sidewalk Bid 2. Bituminous Trails: Main Avenue Oakland Beach Park Fish Point Park 3. Parks Department Costs for Construction & Restoration $47,377.00 $ 5,772.90 $ 7,279.50 $ 2,901.25 $ 9,539.00 $54,491.80 $ 5,772.90 $ 7,279.50 $ 2,901.25 $11,719.00 TOTAL COST $72,869.65 $82,164.45 Previous Council Agenda #7 from May 18, 1992 mentioned three (3) alternatives to consider in proceeding with this year's Park Trail Improvement Project. The alternatives with the costs from the bids being utilized is as follows: 1. Install the Franklin Trail concrete walk from T.H. 13 (south) to T.H. 13 (north) and the bituminous trails along Main Avenue and the park entrances to Fish Point and Oakland Beach Parks. Cost based on bids received is projected to be $82,164.45. 2. Install the Franklin Trail concrete walk from T.H. 13 (south) to T.H. 13 (north). Cost based on bids received is projected to be ~66,210.80. 3. Install the Franklin Trail concrete walk from T.H. 13 (south) to CSAH 44 and the bituminous trails along Main Avenue and the part entrances to Fish Point and Oakland Beach Parks. Cost based on bids received is projected to be $72,869.65. with this information, the Council can decide how much of the Park Trail Improvement project to do this year and at what cost. (MEM024) 4:,;,:~ it jffIj......:.,.........'....v~. .'.\~~.... ~ ~\ v ~CVW?y g; \~J ~NE~ July 13, 1992 Glenn Kessel, City Attorney Lommen, Nelson, Cole , Staqeberg 1800 IDS Center 80 South 8th street Minneapolia, MN 55402 RE: PROJECT 92-11, REVIEW OF AGREEMENT, PERFORMANCE BOND, PAYMENT BOND AND INSURANCE CERTIFICATES Dear Glenn: Enclosed are three siqned aqreements ~y the contractor, West star Curb , Concrete, Inc. at Watkins, Minn..ota and three copies of the performance bond, payment bonds, and insurance certificate. for your review. I am also enclosinq the specification book for this project. Please review these contract documents as 800n as possible and let me know it any change. are necessary in order to meet the contract specifications. The contractor would like to start next Monday, July 20, 1992. Sincerely, 6e~ Assistant City Enqineer City of Prior Lake Enclosure 4629 Dakota St. S.E.. Prior Lake. Minnesota 55372 I Ph. (612) 447-4230 / Fax (612) 4474245 AN EQUAL OPPORTUNITY EMPLOYER June 25, 1992 Dr. Michael Babcock 16670 Franklin Trail S.E. Prior Lake, MN 55372 Dear Dr. Babcock: Per our telephone conversation on Wednesday, June 24, 1992, the City's Maintenance crews have been scheduled to relocate the fire hydrant which is located on Franklin Trail just south of your building. The hydrant will be extended straight back approximately eight feet. The water will be shut off on Friday, June 26, 1992, from 1:00 P.M. to approximately 3:00 P.M. barring any complications. Thank you for your cooperation. Sincerely, ( ~ __- ~l~~Iff'V c----oi:g Hartman Engineering Technician CITY OF PRIOR LAKE DH:jlp 4629 Dakota St. S.E., Prior Lake. Minnesota 55372 I Ph. (612) 447.4230 I Fax (612) 447.4245 AN EQUAL OPPORTUNITY EMPLOYER June 25, 1992 Dr. Charles Schwantes 16680 Franklin Trail S.E. Prior Lake, MN 55372 Dear Dr. Schwantes: Per our telephone conversation on Wednesday, June 24, 1992, the City's Maintenance crews have been scheduled to relocate the fire hydrant which is located on Franklin Trail just south of your building. The hydrant will be extended straight back approximately eight feet. The water will be shut off on Friday, June 26, 19921 from 1:00 P.M. to approximately 3:00 P.M. barring any complicat ons. Thank you for your cooperation. S~lY, / / ~ ~ /- .-.;ty"~ Doug Hartman Engineering Technician CITY OF PRIOR LAKE DH:jlp 4629 Dakota St. S,E.. Prior Lake. Minnesota 55372 / Ph, (612) 447.4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLDYER ~'~ - ~. PR/O €~E ~ June 23, 1992 Mr. Jim Sexe PRIOR LAKE BLACKTOP, INC. 17116 Maple Lane Prior Lake, MN 55372 RE: QUOTE PROPOSAL FOR PARK TRAIL IMPROVEMENTS IN THE CITY OF PRIOR LAKE Dear Jim: The City of Prior Lake would like to receive quotes for bituminous paving of, trails within the City of Prior Lake. Please find enclosed an Quote Proposal form and specifications on the trail paving work. The City would like the quote proposal returned b~ 2:00 P. M. on June 29, 1992. If you have any questions concern1ng this letter, please contact me. sincerely yours, ~n?f# Assistant City Engineer Enclosures cc: Larry Anderson, Director of Public Works 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 4474230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER June 23, 1992 Mr. Bob Hannaman VALLEY PAVING, INC. 8800 13th Avenue East Shakopee, MN 55379 RE: QUOTE PROPOSAL FOR PARK TRAIL IMPROVEMENTS IN THE CITY OF PRIOR LAKE Dear Bob: The city of Prior Lake would like to receive quotes for bituminous paving of trails within the city of Prior Lake. Please find enclosed an Quote Proposal form and specifications on the trail paving work. The city would like the quote proposal returned bf 2:00 P. M. on June 29, 1992. If you have any questions concern1ng this letter, please contact me. Sincerely yours, ~W Assistant City Engineer Enclosures cc: Larry Anderson, Director of Public Works 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 4474230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER QUOTE PROPOSAL FORM, FOR BITUMINOUS PAVING OF PARK TRAILS FOR THE CITY OF PRIOR LAKE SCOTT COUNTY, MINNESOTA Bruce Loney, P.E. Assistant City Engineer City of Prior Lake, Minnesota Dear Mr. Loney: We have examined the site of the work, as defined in the specifications, and are familiar with all of the drawings and specifications, and propose to furnish all labor, materials, skills and facilities which are necessary for the street repair work in accordance with the specifications as prepared by the city of Prior Lake Engineering Department, Prior Lake city Hall, 4629 Dakota street S.E., Prior Lake, Minnesota 55372, for the respective unit prices set forth hereinafter. TRAIL CONSTRUCTION Item 1 6 RS - Subgrade preparation, price per Road station Dollars ($ ) = $ Item 2 161 Tons - Class 5( Aggregate Base, 100% crushed MnDOT 2211, complete in place, pr1ce per Ton @ Dollars ($ ) = $ Item 3 138 Tons Bituminous Mixture for Trails, MnDOT 2331, Type 41A Wearing Course Mixture, complete in place, for Oakland Beach Park entrances, price per Ton @ Dollars ($ ) = $ Item 4 . 87 Tons Bituminous Mixture for Trails, MnDOT 2331, Type 41A Wearing Course Mixture, complete in place, for Main Avenue trail, price per Ton @ Dollars ($ ) = $ B.P. 1 Item 5 55 Tons Bituminous Mixture for Trails, MnDOT 2331, Type 41A wearing Course Mixture, complete in place, for Fish point Park entrances, price per Ton @ Dollars ($ TOTAL - TRAIL PAVING - BID ITEMS 1 - 5 Dollars ($ .> = $ ) = $ The contractor will provide the work listed above in accordance with the specifications at the bid prices stated above. The quantities stated hereinbefore are approximate only. Payment will be made for the quantities of work ordered and actually completed. The city reserves the ri9ht to accept or reject any, or all bids, and also the right to wa1ve any formal defects in bids when deemed for the best interests of the city. Further, the city reserves the right to accept a bid higher than the lowest bid, if in the opinion of the council, the public interest will be better served. We have examined the site of the work and are acquainted with all conditions affecting the construction of the work. If we receive a notice to proceed, we will furnish the necessary materials, labor, and construct the Work as described, starting on and completing the work on QUOTE PROPOSAL FORM, FOR BITUMINOUS PAVING OF PARK TRAILS FOR THE CITY OF PRIOR LAKE ' SCOTT COUNTY, MINNESOTA, ' Respectively submitted, Firm Name: Signed by: capacity: Address of Bidder: B.P. 2 SECTION 01010 SPECIAL PROVISIONS 1. SPECIFICATIONS WHICH APPLY. All Work under this contract shall conform to ~he requirements of the General Conditions, Supplementary Conditions, and the following standard Specifications: A. Minnesota Department of Transportation (MnDOT) standard s~ecifications for Highway construction, latest edition, D1visions II and III, available in saint Paul, Minnesota. 2. GENERAL CONDITIONS., The following re~irements are special provisions regarding the General Cond1tions and supplementary Conditions of this contract. SP-4 Availabilitv of Lands: physical Conditions: Referenc~ Points SP-4.1 Availabilitv of Land Examination of Drawinqs" specifications and site of Work. The CONTRACTOR shall inspect the site prior to bidding. SP-4 Physical Conditions - Underqround Facilities, SP-4.3 Prosecution of Work near Public utility Properties. It will be the CONTRACTOR'S responsibility to contact and notify the City of Prior Lake to obtain locations of any existing water boxes, curb stops, manholes and catch basins and any other structures, pi~es, etc., above or below ground which might 1nterfere with Work proposed in the quote proposal. COh~KACTOR shall have full responsibility in the safet~ and protection of Underground Facilities as prov1ded in paragraph 6.20 of the standard General Conditions and repair any damage resulting from the Work until the ENGINEER has issued a notice of acceptance in accordance with paragraph 14.13 of the Standard General Conditions and special provisions. It will also be the CONTRACTOR'S responsibility to contact the gas, cable T.V., telephone and power companies, and obtain the locations of all ~as mains, house connections and underground condu1ts. The existing utility locations shown on the Drawings do not guarantee the locations, existence, or non-existence of these utilities. It is the S.P.1 CONTRACTOR'S responsibility solelf to obtain all locations from the utility compan1es. It shall be understood that no additional compensation shall be due the CONTRACTOR for damage sustained by him due to any interference from those utilities and appurtenances or the operations of moving or protecting them. The CO~.~..t<ACTOR shall cooperate fully with companies in the event relocation installation of utility facilities necessary on the project or if the utility decides to install a new facility. SP-5 Bonds and Insurance utility or new becomes company SP-5.3 CONTRACTOR'S Liability Insurance The CONTRACTOR shall indemnify and hold harmless the OWNER and the ENGINEER against liability, claims and lawsuits of any kind, arising directly or indirectly from any act of the CONTRACTOR, its agents, suppliers, employees or Subcontractors in the course of the Work. The CONTRACTOR shall not commence Work under this contract until he has obtained all insurance required herein and such insurance has been approved by the OWNER. All such insurance contracts shall be maintained throughout the life of this contract and shall be evidenced by carrier's certificates filed with the ENGINEER. The COh~MCTOR shall not allow any Subcontractor to commence Work on his subcontract until such Subcontractor has obtained satisfactory insurance coverage as to compensation, public liability, property damage and automobile insurance. SP-5.3.1 Compensation Insurance. The CONTRACTOR shall maintain such insurance 'as will protect him from claims under workmen's compensation acts, and from any other claims for damages for personal injury, includin9 death, which may arise from operations under th1S contract, whether such operations be by himself or by any Subcontractor or anyone directly or indirectly employed by either of them. SP-5.3.7 Automobile Insurance. The CO~~KACTOR shall take out and maintain during the life of the contract, comprehensive Automobile Public Liability Insurance on all automotive equipment owned, rented or borrowed by CONTRACTOR or any Subcontractor with respect to the Work, in the minimum amount of $500,000.00 for injuries including accidental death S.P.2 SP-5.4 SP-5.4.1 in~uries accl.dent. Property to anyone person and $1,000,000.00 for includin~ death resulting from anyone This poll.cy must also provide $500,000.00 Damage coverage. Contractual Liability Insurance Public Liability and Property Damaqe Insurance. The CONTRACTOR shal take out and maintain during the life of this contract such Comprehensive Public Liability Insurance, Property Dama~e Insurance and CONTRACTOR'S Contingent or Protectl.ve Insurance as shall protect him and any Subcontractors performing Work covered by this contract from claims for damages for personal injury, including death, as well as from claims for property damages which may arise from o~erations under this contract, whether such operatl.ons are by himself or bf any Subcontractor or by anyone directly or indl.rectly employed by either of them, and the amounts of such insurance shall be as follows: Public Liability Insurance in an amount of not less than $500,000.00 for injuries, including accidental death of anyone person, and subject to the same limits for each person, in an amount of not less then $1,000,000.00 on account of each occurrence, and Property Damage Insurance in an amount of not less than $500,000.00 for each occurrence and $500,000.00 aggregate amount. provide In addition, the CONTRACTOR shall $2,000,000.00 umbrella clause. SP-5.5 OWNER'S Liability Insurance SP-5.5.1 OWNER'S Protective continqent Liability Insurance. The CONTRACTOR shall take out and maintain dur~ng the life of the contract, in a company or companl.es approved by the ENGINEER, OWNER'S Protective Contingent Liability Insurance with the OWNER as named insured and with the ENGINEER as an additional named insured and in amounts as specified for CONTRACTOR'S Liability Insurance for personal injury, including death, and for property damage which shall be provided and paid for by the CONTRACTOR. The policy shall be delivered to the OWNER after its approval by the ENGINEER. a SP-5.6 Property Insurance SP-5.6.1 Fire Insurance and Extended Coveraqe. The CONTRACTOR shall carry fire and extended coverage insurance including also vandalism and malicious coverage on the Work included in this contract from the beginning of the Work until final acceptance of the completed Project. The policies shall cover S.P.3 all Work incorporated in the Project and all Materials for same on or about the premises. The OWNER, ENGINEER, CO~'.1'.KACTOR and all Subcontractors shall be named as co-insured as their respective interests may appear. Use the "Complete Value" form. The fire insurance need not be furnished provided the CONTRACTOR does not ask for payments of Material stored on the site. If the CONTRACTOR expects to receive payment for Material stored on the site, then he must carry fire insurance and extended coverage in the amount of 60% of the contract in order that insurance protection will be provided against vandalism and malicious mischief. SP-6 CONTRACTOR'S Responsibilities SP-6.11 SP-6.16 SP-6.20 Testinq. All testing called for in the Specif1cations shall be paid for by the OWNER except that retesting of original test failures to be paid by the CONTRACTOR. Maintenance Durinq Construction. The CONTRACTOR shall notify the pro~erty owner before any driveway is blocked and prov1de sufficient time to move their vehicles. No driveway shall be blocked for more than 24 hours without written authorization of the ENGINEER. Safety and Protection. Protection and Restoration of Property. The CONTRACTOR's operations shall be confined to the areas covered in Right-of-way and Easements granted to the OWNER. Any procedures by the CO~~KACTOR of any sort beyond the limits indicated shall be the sole responsibility of the CO~~KACTOR who shall save the OWNER harmless from any claim for damages due to trespassing. CONTRACTOR shall inspect the Project site prior to performing the Work and notify the ENGINEER in writin9 if there is any damage, injury, or loss to the C1ty's Under9round Facilities, such as manholes, catch bas1ns, gate valve boxes, curb stop boxes, hydrants and existing sewer lines. Failure to report deficiencies in writing, and have such deficiencies acknowledged in writing by the ENGINEER, will be cause for any required repairs and/or cleaning to be charged to COh~KACTOR. All property owners whose fences, mail boxes, or similar private property extend in the area where the construction Work occurs, shall be notified one week in advance of the commencement of the CONTRACTOR'S construction Work. The notification S.P.4 SP-6.20 shall be made by the COh'.1'MCTOR. The COh~MCTOR will be required to remove the fence and/or mail boxes and will relocate the mail boxes temporarily at a location agreed to by the ENGINEER and the u.s. Post Office. Themail boxes shall be replaced to their original location as soon as is practicable. The CONTRACTOR will be required to replace any private fence which he may have to remove from public property, providing it interferes with his construction operations. The fence shall be replaced at the property line or as directed by the ENGINEER. An~ removal, relocation and replacement shall be cons1dered incidental to the contract unless so allowed in the Proposal. Trees and paved surfaces not designated by the ENGINEER for removal shall be protected and saved from damage during construction. Should any damage happen to occur to the trunks and branches of trees along the pro~ect, the damage shall be treated in accordance w1th nursery-a~proved methods. Any broken branches shall be tr1mmed as per ENGINEER'S direction. All bruise and cut wounds shall be treated with asphalt base tree paint. Restricted Use of the Street by Traffic. The CONTRACTOR shall notify the City of Prior Lake Police and Fire Departments prior to commencing construction that will restrict traffic on a traveled roadway and shall again notify upon reopening the roadway to traffic. SP-13 WARRANTY AND GUARANTEE: CORRECTION, REMOVAL OR WORK. TESTS AND INSPECTIONS: ACCEPTANCE OF DEFECTIVE SP-13.12 One Year Correction Period. The one year warrant~ and guarantee period for correcting Work on th1s Project shall begin one year after the date of Substantial Completion of the Work Items described in the Bid Proposal. SP-14 Payments to CONTRACTOR and Completion SP-14.2 Partial Payments. Payment e~al to 95% value of the Work completed w1ll be on a basis. of the monthly Monthly estimates will be prepared on a basis of Work performed through the end of each month. Payment for that month's Work will be sent to the CO~IKACTOR approximately within 30 days after the end of the preceding month. S.P.5 SP-14.8 ~pecified Completion Date. The Contract Time for the completion of the Project Work shall be as follows: 1. The com~letion date is August 15, 1992 for the complet1on of the bid items numbered 1 thru 5: SP-14.11 Final Inspection. After the ENGINEER is notified by the CONTRACTOR that the Work is ready for final inspection, the ENGINEER and his assistants shall inspect the Work and assemble a punch list stating any needed corrections or additions which are necessary to make the Work fully acceptable to the OWNER. After notification by the CO~~AACTOR that all corrections or additions have been com~leted, the ENGINEER and his assistants shall re-1nspect the Work. If the re-inspection reveals that the corrections or additions have not been made, or have not been made properly, making necessary additional inspections and assembly of punch lists, the OWNER shall be entitled to recover as damages and may deduct the unpaid part of the contract and the cost of the ENGINEER and his assistants while engaged in the additional inspections assembly of punch lists. SP-14.13 Final Payment and Acceptanc~ Final ~ayment will be made upon completion of all the Work l1sted in the Bid Proposal. END OF SECTION SECTION 01011 LOCATION AND DESCRIPTION OF THE WORK, 1. THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS apply to 'this and every section of the Specifications. 2. SCOPE. Under this section of the Specifications the Work contemplated consists of furnishing all labor, Materials, skills and facilities required to: A. Prepare the subgrade on Main Avenue for the placement of the 4" depth of aggregate base for the bituminous trail. Place the aggregate base and then place the 2 1/2 inch bituminous pavement mat for the trail. B. Prepare the surface of the existing aggregate base on the park entrances as shown on the attached location maps. Place the 2 1/2 inch bituminous pavement mat for the park entrances which vary in widths from 6' to 10'. S.P.6 The Work is located within the corporate limits of the City of Prior Lake, Minnesota. END OF SECTION SECTION 01025 MEASUREMENT AND PAYMENT 1. THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS apply to this and every section of the Specifications. 2. SCOPE. This section covers method of measurement and payment for the Items of Work under this contract. 3. GENERAL. The Bid Proposal shall cover all Work shown on the contract Drawings and/or required by the Specifications. All costs in connection with the Work including furnishing of all Materials, providing all construction plant and equipment, and performing all necessary labor, coordination, supervision, and mana~ement to fully complete the Work; shall be included in the un~t or lump sum prices quoted in the Bid Proposal. All Work not specifically set forth as a pay Item in the Bid Proposal shall be considered a Subsidiary obligation of the CONTRACTOR and all costs in connection therewith shall be included in the amounts and prices submitted in the Bid Proposal. 4 . METHOD OF MEASUREMENT FOR PAYMENT. The following methods of measurement for payment will be used to derive the quantities installed: A. Trail Construction 1. Subqrade Preparation Payment will be measured by length in road stations of 100 feet along the centerline of trail and paid at the price quoted in the Bid Proposal. Includes all gradin~, shaping, and compacting as required by the specif~cations. 2. Aqqreqate Base, Class 5 (100% Crushed): Base material will be measured by ton and paid at the price quoted in the Bid Proposal. S.P.7 3. Bituminous Trail Mixture, Bituminous mixture shall be MnDOT 2331, Type 41A and will be measured by the ton, including bituminous material, and paid at the price quoted in the Bid Proposal. END OF SECTION SECTION 02112 - SUBGRADE PREPARATION PART 1 - GENERAL 1.01 ~~ GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND ~~~CIAL PROVISIONS, apply to this and every section of the Specifications. 1.02 SCOPE. This section of the Specification accordance with the ~rovisions of MnDOT, 2112 except as modif1ed herein. shall be in specification 1.03 MEASUREMENT AND PAYMENT. Measurement and Payment. Refer to section 01025, PART 3 - EXECUTION 3. 01 CONS'~'.KUCTION. This Work shall consist of shaping and compacting the trail subgrade to the required grade and cross section as directed by the Engineer. The trails within the Base Bid have been rough graded by the Parks Department. The required grade shall consist of a smooth subgrade surface with uniform tangent grades and uniform parabolic vertical curves for the trail's profile. The required cross section for the trails shall include grading of cross slopes for horizontal curves, for drainage at low or high points on vertical curves or to fit the existing topography as determined by the Engineer. The subgrade preparation Work shall be accepted by the ENGINEER prior to placing aggregate base. The Contractor shall scarify, dry the material or apply water as may be necessary to obtain the required density and stability. The "required density" shall be ordinary compaction (Visual Ins~ection) Method as per MnDOT 2105.3F2 where the mater1al is compacted until there is no evidence of further consolidation. The "required stability" shall be such that when any material for base or surface courses is deposited on the subgrade, no rutting or displacement of the subgrade will occur. S.P.8 If any area of the trail is too unstable for aggregate base and bituminous pavement placement, the CONTRACTOR shall notify the ENGINEER immediately of its condition. The unstable area shall then be corrected by City Maintenance workers or by the CONTRACTOR as extra Work as determined by the ENGINEER. Excess material from subgrade preparation Work, if any, shall be disposed of as directed by the ENGINEER at no additional compensation. END OF SECTION SECTION 02211 - AGGREGATE BASE PART 1 - GENERAL 1.01 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS apply to this and every section of the Specifications. 1.02 SCOPE. This section of the Specifications shall be as per MnDOT specification 2211 except as modified herein: 1.03 MEASUREMENT AND PAYMENT. Refer to Measurement and Payment. . Section 01025, PART 3 - EXECUTION 3.01 CONSTRUCTION. The existing Material is aggregate, MnDOT Specification 3138 (100% Compaction shall be obtained by the ordinary (Visual Inspection) Method per MnDOT 2211.3C2 aggre9ate base layer shall be com~acted until no eV1dence of further consolidat10n. Class 5 crushed) . compaction where the there is END OF SECTION SECTION 02331 - PLANT MIXED BITUMINOUS PAVEMENT. PART 1 - GENERAL 1.01 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SP~~IAL PROVISIONS apply to this and every section of the Specifications. 1.02 SCOPE This section of the Specifications shall be as per MnDOT specification 2331 and the MnDOT Supplemental Specifications except as modified herein: 1.03 MEASUREMENT AND PAYMENT. Refer to Measurement and Payment. Section 01025, S.P.9 PART 2 - PRODUCTS 2.01 Aggregate Materials shall be as per MnDOT 3139 in the supplementary Specifications. 2.02 Bituminous Material shall be an asphalt cement with an 85-100 penetration range. 2.03 The bituminous course mixture for bituminous trails shall be MnDOT 2331 Type 41A Wearing Course Mixture. PART 3 - EXECUTION 3.01 The bituminous mix may be designed using either MnDOT 2331.3E2a or CONTRACTOR 2331.3E2b trial mix designs. The proposed Job Mix Formula for each type of bituminous mixture specified shall be MnDOT approved prior to placement of mixture and shall be submitted to the ENGINEER, five working days prior to placement for approval. Mixture evaluation will be based on the trial mix tests and the corresponding requirements listed in Table 2331-1 in the Supplemental specifications. 3.02 COMPACTION REQUIREMENTS A pneumatic tired roller shall be available for compaction operations within 24 hours after request by the Engineer. If the compaction shall be obtained by the Ordinary Compaction Method, the minimum laydown temperature (as measured behind the paver or spreading machine) of the bituminous mixture shall be in accordance with the temperature requirements specified herein: Air compacted Mat Thickness Inches (1) Temp. F. 1 1-1/2 2 2 Plus +32-40 265 (2) 265 250 +41-50 270 (2) 260 250 245 +51-60 260 (2) 255 245 240 +61-70 250 (2) 245 240 235 +71-80 245 240 235 235 +81-90 235 230 230 230 +91 230 230 230 225 1. Based on approved or specified compacted lift thickness. 2. A minimum of (1) pneumatic tired roller shall be used for intermediate rOlling, unless otherwise directed by the Engineer. S.P.10 The Engineer may modify (in writing) the m1n1mum laydown temperature and specify additional rollers or roller when, in his opinion, weather, roadbed, placement, mixture and/or equipment conditions warrant change. The bituminous mixture shall be placed on the compacted aggregate base as indicated in the Plans so as to give the required thickness. Compaction shall be the Ordinary Compaction Method where each course is uniformly com~acted until there is no further evidence of consolidat10n and all roller marks are eliminated and as deemed satisfactory by the ENGINEER. 3.03 THICKNESS AND SURFACE REQUIREMENTS, The bituminous mixture may be placed with a self-propelled paver or by truck tail gate paver or by manual means if acceptable results per the specifications can be obtained as determined by the ENGINEER. If acceptable results are not being obtained with the truck tail gate paver or by manual methods, the Engineer can require that the self propelled track paver be utilized at no additional compensation to the CONTRACTOR. Placement of bituminous mixture by manual means may be necessary in some areas as determined by the Engineer. Thickness and surface requirements shall be as MnDOT 2331.3J. 3.04 CONSTRUCTION JOINTS Joints shall be thoroughlr compacted producing tightly bonded joint meet1ng surface tolerances MnDOT 2331.3K. a neat, as per PART 3 - EXECUTION 3.01 CONSTRUCTION The bituminous Material shall be an asphalt cement with an 85-100 penetration range. The asphalt content shall be determined by a certified trail mix from the Supplier which is re~resentative of the aggregate Materials actually used 1n the mix for this Project. This shall be reported to the ENGINEER prior to the start of Work. END OF SECTION S.P.11 SECTION 02900 - PROTECTION AND RESTORATION OF PROPERTY, PART 1 - GENERAL 1.01.THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND SPECIAL PROVISION~ apply to this and every section of the Specifications. 1.02.SCOPE. Under this section of the Specifications shall be included the general protection and restoration of public and private property items within the street Right-of-way and construction limits. 1.03.BASIS OF PAYMENT. Refer to Section 01025, Measurement and Payment. ' PART 3 - EXECUTIO~ 3.01.PROTECTION AND RESTORATION OF PROPERTY The COhIKACTOR'S o~erations shall be confined to the areas covered in R1ght-of-way and Easements granted to the OWNER. Anf ~rocedures by the CONTRACTOR of any sort beyond the 11m1ts indicated shall be the sole responsibility of the CONTRACTOR who shall save the OWNER harmless from any claim for damages due to trespassing. All property owners whose fences, mail boxes, or similar private ~roperty extend in the area where the construct10n Work occurs, shall be notified one week in advance of the commencement of the CONTRACTOR'S construction Work. The notification shall be made by the COh'J:'.t<ACTOR. The CONTRACTOR will be required to remove the fence and/or mail boxes and will relocate the mail boxes temporarily at a location agreed to by the ENGINEER and/or the U.S. Post Office. The mail boxes shall be replaced to their original location as soon as is practicable. The CONTRACTOR will be required to replace any private fence which he maf have to remove from public property, providing it 1nterferes with his construction o~erations. The fence shall be replaced at the property 11ne or as directed by the ENGINEER. Any removal, relocation and replacement shall be considered incidental to the Contract Price unless so allowed in the Bid Proposal. Trees and paved surfaces not designated by the ENGINEER for removal shall be protected and saved from damage during construction. Should any damage happen to occur S.P.12 to the trunks or branches of trees along the Project, the damage shall be treated in accordance with nursery-approved methods. Any broken branches shall be trimmed as per ENGINEER'S direction. All bruise and cut wounds shall be treated with asphalt base tree paint. sign relocation, fences, and mailboxes shall be re-installed, if removed, to the similar condition as exists. Any damage or breaka~e to Items shall be replaced with new Materials as 1S existing. END OF SECTION S.P.13 .d.-J ! ~--'~ ~ ..-- III. oI'J .... . . Ili. 'i .r I " ~. i ~ ' '. , ':----..... . 1"d.q. ...,_..J. L ,~:'\;- -- -- - . -- ..... , '" ., . I , : , ~ --~----_.._-- _I I!'I :~. I : j ,~ Q. ~ ~ ~ ~ o ....J .... fd C3 f =:! ~ ... ~ ~ f , __.' J . --I ~ i I .1 ',.. . ~ ) T. //4 R. 22 g.- (,0 MAIN AVENUE TRAIL / 0. / /. R.L.S. :'6 8 VILLAGE OF PRIOR lAKE BOOK 95-111 CITY Of PRIOR LAKE 142837 III) --- L t- O - .... {. o. ~ ~ - I' . a' I' - BIT. TR AIL ~TfJ.L1-'.u1T' I~ ""lI"JJ. ~~ .u. ~ J.L. 7r .u. 'TT' U- " 2~ PLANT- MIXED BIT. MN. C.O.T. 2341 MODIFlED 4" AGGREGRATE BASE CLASS 5 APPROVED: I I CITY OF PRIOR LAKE ~ ENGINt:.t:.RtNG OEP1: & STANDARD PLATE NUMBER CR at BITUMINOUS TRAIL SEC. 30 T. //5 R 2/ ~ OAKLAND BEACH ACCESS ~ ~~ 2 ) :\~ .~ . "- ~,~ , - --- , ------, N'~' 4 OAKLAND C',.,o 69'~ ~ RuST:x:.. c.. · BEAC " / II -----. ., ., --R 11 \ -~... 1l..4 - I -~"...j , /1. I j!k7i7~ 'PR~ u .\;; ~.H~ June 23, 1992 x~ - ~':- Ka-~~3mC.UJ' ~l ~~V~Rb, ~~. aaoc lJ~h kJenue ~dst Saake~cc, MK ~]1Q NORTHWEST BITUMINOUS MAINTENANCE. INC. 1216 WEST 128TH STREET SAVAGE. MN 55378 (612) 890-3D05 RE: QUOTE PROPOSAL FOR PARK TRAIL IMPROVEMENTS IN THE CITY OF PRIOR IAKE Dear Bob: The City of Prior Lake would like to receive quotes for bituminous paving of trails within the City of Prior Lake. Please find enclosed an Quote Proposal form and specifications on the trail paving work. The City would like the quote proposal returned bf 2:00 P. M. on June 29, 1992. If you have any questions concern1nq this letter, please contact me. Sincerely yours, ~~/~ Assistant City Engineer Enclosures CC: Larry Anderson, Director of Public Works 4629 Dakota St. S.E., Poor Lake, Minnesota 55372 / Ph. (612) 4474230 I Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER I . . ~UOTE PROPOSAL FORM FOR BITUMINOUS PAVING OF PARK TRAILS FOR THE CI~i UP PRIOR LAKE SCOTT COUNTY, MINNESOTA Bruce Loney, P.E. Assistant City Engineer City of Prior Lake, Minnesota Dear Mr. Loney: We have examined the site of the work, as defined in the specifications, and are familiar with all of the drawings and specifications, and propose to furnish all labor, materials, skills and facilities which are necessary for the street repair work in accordance with the specifications as prepared by the City of Prior Lake Engineering Department, Prior Lake City Hall, 4629 Dakota street S.E., Prior Lake, Minnesota 55372, for the respective unit prices set forth hereinafter. TRAIL CONSTRUCTION Item 1 6 RS - Subgrade Preparation, price per Road station Jl.uo /lVAJc}f2ED t ltJRTy ~ *,0 Item 2 161 Tons - Class 5( Aggregate Base, 100% crushed complete in place, pr1ce per Ton @ l' ~ Q~ I FTEEN ~. ~D Dollars ($_:J4/J/~{}) = $ /11 () I 00 MnDOT 2211, \\ Dollars ($ 1.5,~O ) = $ ~J5;~o Item 3 138 Tons Bituminous Mixture for Trails, Wearing Course Mixture, complete in place, for entrances, price per Ton @ C ~ ' 00 '-J Iy. T'I rfv F; ~:..r;; 0 . - MnDOT 2331, Type 41A Oakland Beach Park Dollars ($ ~s:(X) ) = $ '6'170, CO Item 4 87 Tons Bituminous Mixture for Trails, Wearing Course Mixture, complete in place, for price per Ton @ --1 -Z . 00 -t:r 1=-7\j T i IIIJ- ~ 100 MnDOT 2331, Type 41A Main Avenue trail, Dollars ($S~"D) = $ 47'6~(jD B. P. 1 Item 5 \ 55 Tons Bituminous Mixture for Trails, MnDOT 2331, Type 41A l Wearinq Course Mixture, complete in place, for Fish Point Park entrances, price per Ton @ ONE. >>\IN OR'~ D ~ 1l'Ve. ~ ~ Dollars ($ 105;00 ) = $ b /75,00 TOTAL - TRAIL PAVING - BID ITEMS 1 - 5 '....4 TIfJl.U ~ ~ ~ t+~m!c (~3\?S,OIf - $ d3, 3'f{~ tlCJ The Contractor will provide the work listed above in accordance with the specifications at the bid prices stated above. The QUantities stated hereinbefore are approximate only. Payment will be made for the quantities of work ordered and actually completed. The City reserves the ri~ht to accept or reject any, or all bids, and also the right to wa1ve any formal defects in bids when deemed for the best interests of the city. Further, the City reserves the right to accept a bid higher than the lowest bid, if in the opinion of the Council, the public interest will be better served. We have examined the site of the work and are acquainted with all conditions affectinq the construction of the work. If we receive a notice to proceed, we will furnish the necessary materia~ labor, and construct the Work as described, starting on -g-I-j';j and completinq the work on ~-7~GJ:J. QUOTE PROPOSAL FORM FOR BITUMINOUS PAVING OF PARK TRAILS FOR THE CITY OF PRIOR LAKE SCOTT COUNTY, MINNESOTA NORTHWEST BITUMINOUS MAINTENANCE INC. 7215 WEST 128TH STREET · SAVAGE. MN 55318 (612) 890-3005 Respectively submitted, Firm Name: !lbRrI.JWC-:5f 8'ft)/}1/NtJu5 /h~JIU7B/AP<-C. Signed by: \IGPI=- (!tJNI<.LJ>>t--, Capacity: Es1"- tr1 It- TtJl{ Address of Bidder: Ji)1-s tv E5 T 1"J8rJt S I $/+ U 4(,1= IIY>AI 5"537~ B.P. 2 SECTION 01010 SPECIAL PROVISIONS 1. SPECIFICATIONS WHICH APPLY. All Work under this contract shall conform to the requirements of the General Conditions, Supplementary Conditions, and the following Standard Specifications: A. Minnesota Department of Transportation (MnDOT) Standard s~ecifications for Highway Construction, latest edition, D1visions II and III, available in Saint Paul, Minnesota. 2. GENERAL CONDITIONS. The following re~irements are special provisions regarding the General Cond1tions and supplementary Conditions of this contract. SP-4 Availabilitv of Lands: physical Conditions: Reference Points SP-4.1 Availabilitv of Land Examination of Orawinqs, Specifications and site of Work. The COh'.11<ACTOR shall inspect the site prior to bidding. SP-4 Physical Conditions - Underqround Facilitie~ SP-4.3 Prosecution of Work near Public utility Properties. It will be the CONTRACTOR'S responsibility to contact and notify the City of Prior Lake to obtain locations of any existing water boxes, curb stops, manholes and catch basins and any other structures, pi~es, etc., above or below ground which might 1nterfere with Work proposed in the quote proposal. COh'.1MCTOR shall have full responsibility in the safetI and protection of Underground Facilities as prov ded in paragraph 6.20 of the Standard General Conditions and repair any damage resulting from the Work until the ENGlh~ has issued a notice of acceptance in accordance with paragraph 14.13 of the Standard General Conditions and Special Provisions. It will also be the COh.1'MCTOR'S responsibility to contact the gas, cable T.V., telephone and power companies, and obtain the locations of all ~as mains, house connections and underground condu1ts. The existing utility locations shown on the Drawings do not guarantee the locations, existence, or non-existence of these utilities. It is the S.P.l COh~MCTOR'S responsibility solelI to obtain all locations from the utility compan es. It shall be understood that no additional compensation shall be due the CONTRACTOR for damage sustained by him due to any interference from those utilities and appurtenances or the operations of moving or protecting them. The COh~~CTOR shall cooperate fully with companies in the event relocation installation of utility facilities necessary on the Project or if the utility decides to install a new facility. SP-S Bonds and Insurance utility or new becomes company SP-5.3 CO~'~KACTOR'S Liability Insurance The CO~'~'l<ACTOR shall indemnify and hold harmless the OWNER and the ENGINEER against liability, claims and lawsuits of any kind, arising directly or indirectly from any act of the CO~'.1..t<ACTOR, its agents, Suppliers, employees or Subcontractors in the course of the Work. The CO~~KACTOR shall not commence Work under this contract until he has obtained all insurance required herein and such insurance has been approved by the OWNER. All such insurance contracts shall be maintained throughout the 'life of this contract and shall be evidenced by carrier's certificates filed with the ENGINEER. The CONTRACTOR shall not allow any Subcontractor to commence Work on his subcontract until such SUbcontractor has obtained satisfactory insurance coverage as to compensation, public liability, property damage and automobile insurance. SP-5.3.1 Compensation Insurance. The CO~~.t<ACTOR shall aaintain such insurance as will protect him from claims under workmen's compensation acts, and from any other claims for damages for personal injury, includin9 death, which may arise from operations under th1S contract, whether such operations be by himself or by any Subcontractor or anyone directly or indirectly employed by either of them. SP-5.3.7 Automobile Insurance. The CONTRACTOR shall take out and maintain during the life of the contract, Comprehensive Automobile Public Liability Insurance on all automotive equipment owned, rented or borrowed by CONTRACTOR or any Subcontractor with respect to the Work, in the minimum amount of $500,000.00 for injuries including accidental death S.P.2 all Work incorporated in the Project and all Materials for same on or about the premises. The OWNER, ENGINEER, CO~'J.J:<ACTOR and all Subcontractors shall be named as co-insured as their respective interests may appear. Use the "Complete Value" form. The fire insurance need not be furnished provided the CONTRACTOR does not ask for payments of Material stored on the site. If the CONTRACTOR expects to receive payment for Material stored on the site, then he must carry fire insurance and extended coverage in the amount of 60% of the contract in order that insurance protection will be provided against vandalism and malicious mischief. SP-6 COh'!'.t<ACTOR'S Responsibilities SP-6.11 SP-6.16 SP-6.20 Testinq. All testing called for in the Specifications shall be paid for by the OWNER except that retesting of original test failures to be paid by the CONTRACTOR. Maintenance Durinq Construction. The CONTRACTOR shall notify the pro~erty owner before any driveway is blocked and prov1de sufficient time to move their vehicles. No driveway shall be blocked for more than 24 hours without written authorization of the ENGINEER. Safety and Protection. Protection and Restoration of Property. The CONTRACTOR's o~erations shall be confined to the areas covered 1n Right-of-way and Easements granted to the OWNER. Any procedures by the CO~J..KACTOR of any sort beyond the limits indicated shall be the sole responsibility of the COh~~CTOR who shall save the OWNER harmless from any claim for damages due to trespassing. COh~AACTOR shall inspect the Project site prior to performing the Work and notify the ENGINEER in writin~ if there is any damage, injury, or loss to the C1ty's Under~round Facilities, such as manholes, catch bas1ns, gate valve boxes, curb stop boxes, hydrants and existing sewer lines. Failure to report deficiencies in writing, and have such deficiencies acknowledged in writing by the ENGINEER, will be cause for any required repairs and/or cleaning to be charged to COh~.t<ACTOR. All property owners whose fences, mail boxes, or similar private property extend in the area where the construction Work occurs, shall be notified one week in advance of the commencement of the CONTRACTOR'S construction Work. The notification S.P.4 SP-6.20 shall be made by the COh~MCTOR. The COh.lMCTOR will be required to remove the fence and/or mail boxes and will relocate the mail boxes teaporarily at a location agreed to by the ENGINEER and the u.s. Post Office. Themail boxes shall be replaced to their original location as soon as is practicable. The CONTRACTOR will be required to replace any private fence which he may have to remove from public property, providing it interferes with his construction operations. The fence shall be replaced at the property line or as directed by the ENGINEER. An~ removal, relocation and replacement shall be cons1dered incidental to the contract unless so allowed in the Proposal. Trees and paved surfaces not designated by the ENGINEER for removal shall be protected 'and saved from damage during construction. Should any damage happen to occur to the trunks and branches of trees along the pro~ect, the damage shall be treated in accordance w1th nursery-a~proved methods. Any broken branches shall be tr1mmed as per ENGINEER'S direction. All bruise and cut wounds shall be treated with asphalt base tree paint. Restricted Use of the Street bv Traffic. The CONTRACTOR shall notify the City of Prior Lake Police and Fire Departments prior to commencing construction that will restrict traffic on a traveled roadway and shall again notify . upon reopening the roadway to traffic. SP-13 WARRAH'1'Y AND GUARANTEE: TESTS AND CORRECTION, REMOVAL OR ACCEr ~ANCE WORK. SP-13.12 one Year Correction Period. INSPECTIONS; OF DEFECTIVE, The one year warrantr and quarantee period for correcting Work on th1s Project shall begin one year after the date of Substantial completion of the Work Items described in the Bid proposal. SP-14 Payments to COI1'.l"i<.ACTOR and Completion, SP-14.2 Partial Payments. Payment e9?al to 95% of the value of the Work completed w1l1 be on a monthly basis. Monthly estimates will be prepared on a basis of Work performed through the end of each month. Payment for that month's Work will be sent to the COh'.lMCTOR approximately within 30 days after the end of the preceding month. S.P.5 SP-14.8 Specified Completion Date. The Contract Time for the completion of the Project 'Work shall be as follows: 1. The com~letion date is Auqust 15, 1992 for the complet10n of the bid items numbered 1 thru 5: SP-14.11 Final Inspection. After the ENGINEER is notified by the CONTRACTOR that the Work is ready for final inspection, the ENGINEER and his assistants shall inspect the Work and assemble a punch list stating any needed corrections or additions which are necessary to make the Work fully acceptable to the OWNER. After notification by the CO~~J<ACTOR that all corrections or additions have been com~leted, the ENGINEER and his assistants shall re-1nspect the Work. If the re-inspection reveals that the corrections or additions have not been made, or have not been made properly, making necessary additional inspections and assembly of punch lists, the OWNER shall be entitled to recover as damages and may deduct the unpaid part of the contract and the cost of the ENGINEER and his assistants while engaged in the additional inspections assembly of punch lists. SP-14.13 Final Payment and Acceptance Final ~ayment will be made upon completion of-all the Work l1sted in the Bid Proposal. END OF SECTION SECTION 01011 LOCATION AND DESCRIPTION OF Th~ WORK 1. THE GENERAL CONDITIONS. SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS apply to th1s and every section of the Specifications. 2. SCOPE. Under this section of the Specifications the Work contemplated consists of furnishing all labor, Materials, skills and facilities required to: A. Prepare the subgrade on Main Avenue for the placement of the 4" depth of aggregate base for the bituminous trail. Place the aggregate base and then place the 2 1/2 inch bituminous pavement mat for the trail. B. Prepare the surface of the existing aggregate base on the park entrances as shown on the attached location maps. Place the 2 1/2 inch bituminous pavement mat for the park entrances which vary in widths from 6' to 10'. S.P.6 The Work is located within the corporate limits of the city of Prior Lake, Minnesota. END OF SECTION SECTION 01025 MEASUREMENT AND PAYMENT 1. THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS apply to this and every section of the Specifications. 2. SCOPE. This section covers method of measurement and payment for the Items of Work under this contract. 3. GENERAL. The Bid Proposal shall cover all Work shown on the contract Drawings and/or required by the Specifications. All costs in connection with the Work including furnishing of all Materials, providing all construction plant and equipment, and performing all necessary labor, coordination, supervision, and management to fully complete the Work: shall be included in the un~t or lum~ sum prices quoted in the Bid Proposal. All Work not specif1cally set forth as a pay Item in the Bid Proposal shall be considered a subsidiary obligation of the COh'.1"MCTOR and all costs in connection therewith shall be included in the amounts and prices submitted in the Bid Proposal. 4. METHOD OF MEASUREMENT FOR PAYMENT. The following methods of measurement for payment will be us'ed to derive the quantities installed: A. Trail Construction 1. SubQrade Preparation Payment will be measured by length in road stations of 100 feet along the centerline of trail and paid at the price quoted in the Bid Proposal. Includes all gradin9, shaping, and compacting as required by the specif1cations. 2. Aqqreqate Base, Class 5 (100\ Crushed): Base material will be measured by ton and paid at the price quoted in the Bid Proposal. S.P.7 - 3. Bituminous Trail Mixture Bituminous mixture shall be MnDOT 2331, ~e 41A and will be measured by the ton, including bituminous material, and paid at the price quoted in the Bid Proposal. END OF SECTION SECTION 02112 - SUBGRADE PREPARATION PART 1 - GENERAL 1. 01 "J:lU. GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS apply to this and every section of the Specifications. 1.02 SCOPE. This section of the Specification 'accordance with the ~rovisions of MnDOT, 2112 except as modif1ed herein. shall be in Specification 1.03 MEASUREMENT AND PAYMENT. Measurement and Payment. Refer to Section 01025, PART 3 - EXECUTION 3.01 CONS~AuCTION. This Work shall consist of shaping and compacting the trail subgrade to the required grade and cross section as directed by the Engineer. The trails within the Base Bid have been rough graded by the Parks Depa4L.ent. The required grade shall consist of a smooth subqrade surface with uniform tangent grades and uniform parabolic vertical curves for the trail's profile. The required cross section for the trails shall include grading of cross slopes for horizontal curves, for drainage at low or high points on vertical curves or to fit the existing topography as determined by the Engineer. The subgrade preparation Work shall be accepted by the ENGINEER prior to placing aggregate base. The Contractor shall scarify, dry the material or ap~ly water as may be necessary to obtain the required dens1ty and stability. The "required density" shall be ordinary compaction (Visual Ins~ection) Method as per MnDOT 2105.3F2 where the mater1al is compacted until there is no evidence of further consolidation. The "required stability" shall be such that when any material for base or surface courses is deposited on the subgrade, no rutting or displacement of the subgrade will occur. S.P.8 If any area of the trail is too unstable for aggregate base and bituminous pavement placement, the CONTRACTOR shall notify the ENGINEER immediately of its condition. The unstable area shall then be corrected by City Maintenance workers or by the CONTRACTOR as extra Work as determined by the ENGINEER. Excess material from subgrade preparation Work, if any, shall be disposed of as directed by the ENGINEER at no additional compensation. END OF SECTION SECTION 02211 - AGGREGATE BASE PART 1 - GENERAL 1.01 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS apply to this and every section of the Specifications. 1.02 SCOPE. This section of the Specifications shall be as per MnDOT Specification 2211 except as modified herein: 1.03 MEASUREMENT AND PAYMENT. Refer to Measurement and Payment. Section 01025, PART 3 - EXECUTION 3.01 CONSTRUCTION. The existing Material is aggregate, MnDOT Specification 3138 (100\ compaction shall be obtained by the ordinary (Visual Inspection) Method per MnDOT 2211.3C2 aggre~ate base layer shall be com~acted until no eV1dence of further consolidat10n. Class 5 Crushed) . compaction where the there is END OF SECTION SECTION 02331 - PLANT MIXED BITUMINOUS PAVEMENT, PART 1 - GENERAL 1.01 THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND SPECIAL PROVISIONS, apply to this and every section of' the Specifications. 1.02 SCOPE This section of the Specifications shall be as per MnDOT Specification 2331 and the MnDOT Supplemental Specifications except as modified herein: 1.03 MEASUREMENT AND PAYMENT. Refer to Measurement and Payment. Section 01025, S.P.9 , /- PART 2 - PRODUCTS 2.01 Aggregate Materials shall be as per MnDOT 3139 in the Supplementary specifications. 2.02 Bituminous Material shall be an asphalt cement with an 85-100 penetration range. 2.03 The bituminous course mixture for bituminous trails shall be MnDOT 2331 Type 41A Wearing Course Mixture. PART 3 - EXECUTION 3.01 The bituminous mix may be designed using either MnDOT 2331.3E2a or COh'~'.KACTOR 2331.3E2b trial mix designs. The ~roposed Job Mix Formula for each type of bitum1nous mixture specified shall be MnDOT approved prior to placement of mixture and shall be submitted to the ENGINEER, five working days prior to placement for approval. Mixture evaluation will be based on the trial mix tests and the corresponding requirements listed in Table 2331-1 in the Supplemental Specifications. 3.02 COMPACTION REQUIREMENTS A pneumatic tired roller shall be available _ for compaction operations within 24 hours after request by the Engineer. If the compaction shall be obtained by the Ordinary Compaction Method, the minimum laydown tem~rature (as measured behind the paver or spreading mach1ne) of the bituminous mixture shall be in accordance with the temperature requirements specified herein: Air compacted Mat Thickness Inches (1) Temp. F. 1 1-1/2 2 2 Plus +32-40 265 (2) 265 250 +41-50 270 (2) 260 250 245 +51-60 260 (2) 255 245 240 +61-70 250 (2) 245 240 235 +71-80 245 240 235 235 +81-90 235 230 230 230 +91 230 230 230 225 1. Based on approved or specified compacted lift thickness. 2. A minimum of (1) pneumatic tired roller shall be used for intermediate rolling, unless otherwise directed by the Engineer. S.P.10 r-.- ./' / )' The Engineer may modify (in writing) .the minimum laydown temperature and specify additional rollers or roller when, in his opinion, weather, roadbed, placement, mixture and/or equipment conditions warrant change. The bituminous mixture shall be placed on the compacted aggregate base as indicated in the Plans so as to give the required thickness. Compaction shall be the Ordinary Compaction Method where each course is uniformly com~acted until there is no further evidence of consolidat10n and all roller marks are eliminated and as deemed satisfactory by the ENGINEER. 3.03 THICKNESS AND SURFACE REQUIREMENTS The bituminous mixture may be placed with a self-propelled paver or by truck tail gate paver or by manual means if acceptable results per the specifications can be obtained as determined by the ENGINEER. If acceptable results are not being obtained with the truck tail gate paver or by manual methods, the Engineer can require that the self propelled track paver be utilized at no additional compensation to the CONTRACTOR. Placement of bituminous mixture by manual means may be necessary in some areas as determined by the Engineer. Thickness and surface requirements shall be as MnDOT 233l.3J. 3.04 CONSTRUCTION JOINTS Joints shall be thoroughlf compacted producing a neat, tightly bonded joint meet1ng surface tolerances as per MnDOT 233l.3K. PART 3 - EXECUTION 3.01 CONSTRUCTION The bituminous Material shall be an asphalt cement with an 85-100 penetration range. The asphalt content shall be determined by a certified trail mix from the Supplier which is re~resentative of the aggregate Materials actually used 1n the mix for this Project. This shall be reported to the ENGINEER prior to the start of Work. END OF SECTION S.P.1l r-~.. .j'. SECTION 02900 - PROTRCTION AND RESTORATION OF PROPERTY PART 1 - GENERAL 1.01.THE GENERAL CONDITIONSr SUPPLEMENTARY CONDITIONS. AND SPECIAL PROVISIONS apply to this and every section of the Specifications. 1.02.SCOPE. Under this section of the Specifications shall be included the general protection and restoration of public and private property items within the street Right-af-way and construction limits. 1.03.BASIS OF PAYMENT. Refer to section 01025, Measurement and Payment. PART 3 - EXECUTION 3.01.PROTECTION AND RESTORATION OF PROPERTY The COh~KACTOR'S o~erations shall be confined to the areas covered in R1ght-of-way and Easements granted to the OWh.e.l(. Anf ~rocedures by the CONTRACTOR of any sort beyond the l1m1ts indicated shall be the sole responsibility of the CONTRACTOR who shall save the OWNER harmless from any claim for damages d~e to trespassing. All property owners whose fences, mail boxes, or similar private ~roperty extend in the area where the construct1on Work occurs, shall be notified one week in advance of the commencement of the COh.LdCTOR'S construction Work. The notification shall be made by the CONTRACTOR. The COh~~CTOR will be required to remove the fence and/or mail boxes and will relocate the mail boxes temporarily at a location agreed to by the ENGINEER and/or the u.s. Post Office. The mail boxes shall be re,laced to their original location as soon as is practicaJle. The CONTRACTOR will be required to replace any private fence which he maf have to remove from public property, providing it 1nterferes with his construction oierations. The fence shall be replaced at the property 1 ne or as directed by the ENGINEER. Any removal, relocation and replacement shall be considered incidental to the Contract Price unless so allowed in the Bid Proposal. Trees and paved surfaces not designated by the ENGINEER for removal shall be protected and saved from damage during construction. Should any damage happen to occur S . P. 12 Q to the trunks or branches of trees along the Project, the damage shall be treated in accordance with nursery-approved methods. Any broken 'branches shall be trimmed as per ENGINEER'S direction. All bruise and cut wounds shall be treated with asphalt base tree paint. Sign relocation, fences, and mailboxes shall be re-installed, if removed, to the similar condition as exists. Any damage or breaka~e to Items shall be replaced with new Materials as 1S existing. END OF SECTION S.P.13 . , --.- -...., , ~ .... . ----- "--, I --. ... .'., . I 1 .. " t ~ .\ ';-.~ ~ l--t:J.kl. .._ --1- L -~:'\.-...,... -. I ., .. , , I -,\ - .......... -.. - .--- -J"" . - .--. I ~ '\';':: ~._l; - .".-- - ;;;~f& . ! . I ! I , .... Q. ~ ~ ~ ~ o ..... t3 ~ o f = ~ ... ~ CI) o Q. o f .... J I " , ~ II ',. . . ) T. //4 R. 22 Do R.l.S. :'6 VILLAGE Of PRIOR lAKE 800K 9~ -," ~. (,0 MAIN AVENUE TRAIL 8 I - I f CITY Of PRIOR '''2837 ,., ...... L t- O - t- it o. ~ ~ - I' , a' I' - BIT. TR AIL ~ TtJ.L ~'.u TI" II~ -1'.u. ~~ r.u. ~ J.L 7r JJ. Tf ~ /' ~ ~., . , ,'.. !:~. . :!. .....:'. .._~,,,.. -/ " 2~ PLANT- MIXED BIT. MH. O.O,T. 2341 MODIFlEO ,4" AGGREGRATE BASE CLASS 5 APPROVED: I I CITY OF PRIOR LAKE ~ENG'Nt.t.R'NG OEP1: & STANDARD PLATE NUMBER . CR a' BITUMINOUS TRAIL /~ SEC. \ -1<)AKLAND , \ \ BEAC , ~' , 30 T. //5 R. 2/ ,-; ______~r.'. j~~ ~~ " '.. ... , : I 1ST? ""f\ , 2 ) 4 OAKLAND ~t ~ N //2 SEC. 36 7://5 R. 2~ WAYNE 8 HARRIET'S 1ST ADO'N 8' WIDTH I FISH POINT ACCESS ~ ~~ . .."",... " \ t:I" ~ ~A "1 c~4, 'IV' C:;~(Il(. _' ~ ~ ~::~~I . ~ 112.19 '~3 NY 5TR)M ,. :.~~.280" ] 2 ~ ~6~ \ 5 4 'M6I ~ I ST ADO; o 1.- . o ~.. - \ \'\..'6~ )\'~' ~ ~ 178405 ~ "'" If \\ "'-.. V'.:";::." ftl~.... ) FISH POINT PARK ~ t\. (d ~.k ( ~ --A. ,,\\ ., ~67 .j- TOWNS ~ oS_, ~~ ,.,., JO--lN TI1\'S s l ACOiN " o p p~t\'" ....,.".',.. ~'" 'I · ~. IP ROAD .. 'II . S.. I . , ~'n.I ~<< 'Z. SQ9 SS~ 26- 9 12 ~? ....,., .... ...e . , 4 ] ~ I' ..~ ~I'- . ~I " 4 I ~I 12 I ~~ ."'4 ." "AVE S .... .....SIAI IS .2 ..... ~ ''1'. · II f , 21~'144 CLA'r June 18, 1992 <NA> <ST> <C,S,Z> Dear <SAL>: This letter is to advise you that beginning Monday, June 22, the City of Prior Lake will begin construction of the five foot wide, concrete sidewalk along Franklin Trail. This is a project that has been approved by the Prior Lake City Council as part of the citywide trail system. The project will be funded by the City at an estimated cost of $75,000. The timeframe for this project is as follows: June 22 July 1 July 6 July 15 August 15 October 1 Begin excavation of sidewalk Open bids for construction Take bids to City Council for action Contractor starts sidewalk installation Sidewalk construction completed Restoration completed The project will start on the west side of Franklin Trail, south of C.R. 21. It is anticipated that grading on the east side of Franklin Trail, north of C.R. 21 will not begin until after July 4th. The most obvious inconvenience to be expected during construction will be the installation of the concrete sidewalk through the bituminous driveways. A three day period for the curing of concrete is needed before vehicles can cross the sidewalk without damaging the structural integrity of the concrete. During these three days, the City requests that you park on Franklin Trail or neighboring streets. Contract specifications require the contractor to inform residents twenty four (24) hours in advance when driveway access will be restricted. If you have any questions concerning this project please contact Bill Mangan, Director of Parks and Recreation, or Bruce Loney, Assistant City Engineer at City Hall, 447-4230. Thank you for your patience during the construction of this project. Sincerely, '" ~#' ~~ / Bffl',.a-:1n~~~ / . Director of Parks and Recreation City of Prior Lake 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER r;f;~. PR~O . " ~ €7\E ~"H~ June 9, 1992 Mr. Mike Merier STAR CABLEVISION 16900 Cedar Avenue Rosemount, MN 55068 RE: PROJECT #92-11 Dear Mr. Merier: Enclosed are plans for the above referenced project. The project's main emphasis is the installation of concrete sidewalk within the road right-of-way, adjacent to Franklin Trail (County Road 39). Please review these ~lans and note any conflicts involving your utilities. Grading w1ll be done by the City of Prior Lake's Parks Department. The majority of the sidewalk matches existing ~rade. No major excavation is anticipated. Most conflicts 1nvolve ~round level electric transformers and telephone or cable televis~on pedestals. Before commencing with any work, please submit an application to work within the road right-of-way with the Scott County Highway Department and contact the City of Prior Lake's Engineering Department for proposed sidewalk locations. ~elY,/ / / c--- ~ ::::::F~~h;;;V;'l' Dou~ Hartman Eng1neering Technician IV CITY OF PRIOR LAKE DH:jlp 4629 Dakota S1. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 At'\i EQUAL OPPORTUNITY EMPLOYER """"_'~""""'''~~''"-","~_~,,,,,_~,,,,,,,,,,,,,,,,,---,,__,,,*, "'~""'_~~~W"'___="'~'"~_"...._~_",_._"_~_..........._~~_____,,,",,",,,,,,,~....~_.'_,_,.._".--'~ {f;P~ u7\~ \ ~ ~'J ~SE~ June 9, 1992 Mr. Rick Pilon MINNEGASCO System Design - Engineering Services P.o. Box 1165 Minneapolis, MN 55440-1165 RE: PROJECT #92-11 Dear Mr. pilon: Enclosed are plans for the above referenced project. The project's main emphasis is the installation of concrete sidewalk within the road right-of-way, adjacent to Franklin Trail (County Road 39). Please review these ~lans and note any conflicts involving your utilities. Grading w~ll be done by the City of Prior Lake's Parks Department. The majority of the sidewalk matches existing ~rade. No major excavation is anticipated. Most conflicts ~nvolve 9round level electric transformers and telephone or cable televis10n pedestals. Before commencing with any work, please submit an application to work within the road right-of-way with the Scott County Highway Department and contact the City of Prior Lake's Engineering Department for proposed sidewalk locations. ~in rely, / ~/ ~.~ 7u~~ DouCJ Hartman Eng1neering Technician IV CITY OF PRIOR LAKE DH:jlp 4629 Dakota S1. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER . -"~""~"'."~-"'""" <.__...._....~...-~-_...."."""""-',~.^,.~-~~...-.........._"'-_.~.~_____~_~"~_A_."__ June 9, 1992 Mr. John Packer, Jr. SCOTT-RICE TELEPHONE COMPANY 4690 Colorado Street S.E. Prior Lake, MN 55372 RE: PROJECT #92-11 Dear Mr. Packer: Enclosed are plans for the above referenced project. The project's main emphasis is the installation of concrete sidewalk within the road right-of-way, adjacent to Franklin Trail (County Road 39). Please review these plans and note any conflicts involving your utilities. Grading will be done by the City of Prior Lake's Parks Department. The majority of the sidewalk matches existing ~rade. No major excavation is anticipated. Most conflicts 1nvolve 9round level electric transformers and telephone or cable televis10n pedestals. Before commencing with any work, please submit an application to work within the road right-of-way with the Scott County Highway Department and contact the City of Prior Lake's Engineering Department for proposed sidewalk locations. ~erelY:l / L .J/~;;4nl DouCJ Hartman Eng1neering Technician IV CITY OF PRIOR LAKE DH:jlp 4629 Dakota S1. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTU1\TfY EMPLOYER ~. PR10 ~~ t( /.\ \ '\ \ ~ u I \ ~ ~~ June 9, 1992 Mr. Jack Laughridge NORTHERN STATES POWER COMPANY P.O. Box 127 Jordan, MN 55352 RE: PROJECT #92-11 Dear Mr. Laughridge: Enclosed are plans for the above referenced project. The project's main emphasis is the installation of concrete sidewalk within the road right-of-way, adjacent to Franklin Trail (County Road 39). Please review these plans and note any conflicts involving your utilities. Grading will be done by the city of Prior Lake's Parks Department. The majority of the sidewalk matches existing grade. No major excavation is anticipated. Most conflicts involve ~round level electric transformers and telephone or cable televis10n pedestals. Before commencing with any work, please submit an application to work within the road right-Of-way with the Scott County Highway Department and contact the City of Prior Lake's Engineering Department for proposed sidewalk locations. Sinc::~lY, A / , ~~rr Dou9 Hartman Eng~neering Technician IV CITY OF PRIOR LAKE DH:jlp 4629 Dakota S1. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER M,nnegasco. A Division of Arkla, Inc. March 12, 1992 Mr. Doug Hartman Engineering Technician City of Prior Lake 4629 Dakota Street Prior Lake, MN 55372 Run E~r~ I\YI ~~.. i I. r. ' it',:. })./I) B~l Re: Franklin Trail Sidewalks J)~~~:W~~ .""j .'. L 3 1992 j Dear Mr. Hartman: By Enclosed are your preliminary prints for this project with our gas mains shown in red. Individual services are not shown. Also enclosed is a copy of our quarter section map showing other mains and service lines in the area of Highway 13. These locations are approximate and are for general information only. They are furnished to inform you and the contractor of their existence and to assist you in your design. They must not be used for construction. Before beginning excavation the contractor must call Gopher State One Call at 454-0002 to arrange for field locations. This call must be made a minimum of 48 hours before digging. A preliminary review of your plans indicates little, if any conflicts. However, in order to accurately determine our involvement we must review your final plans. Please send me a set of the final plans as soon as they are available. A minimum of six weeks is required to review the plans and, if necessary, design our replacement or relocation project, order materials, and coordinate our construction with your engineers and contractors. Thank you for your cooperation. Sincerely, ~ Richard J. Pilon, P.E. Senior Administration Engineer Engineering Services 612-342-5426 pc: Mary Palkovich Dave Henningsgaard Jim Carey ":;ii 700 West Linden Avenue P.O. Box 1165 Minneapolis, MN 55440 I N T E R 0 F F ICE MEMORANDUM TO: FROM: SUBJECT: DATE: !j BILL MANGAN, DIRECTOR OF PARKS & RECREATION BRUCE LONEY, ASSISTANT CITY ENGINEER · PARK TRAIL IMPROVEMENT PROJECT FOR 1992 · MAY 8, 1992 The Engineering Department is completing plans and specifications for the concrete walk along Franklin Trail and has prepared an Engineer's Estimate for this work. The cost estimate is as follows: AREA DESCRIPTION COST $62,200 Concrete walk along Franklin Trail from T.H. 13 (south) to CSAH 44 Concrete walk along Franklin Trail from CSAH 44 to T.H. 13 (north) $11,000 TOTAL $73,200 In these costs, the placement of the granular cushion, sodding, and concrete block retaining wall will be done by the Parks Department's maintenance crew. These items have a cost total for materials of $9,539.00. In addition to the Franklin Trail walk, the Parks & Recreation Department has indicated a desire to complete the bituminous trail along Main Avenue (600' in length) and paving existing aggregate surfaced park entrances to Fish Point Park, Oakland Beach, and Glendale Avenue's park entrance. The cost of this work is estimated as follows: AREA DESCRIPTION COST 1. Main Avenue (600 feet) 2. Paving of entrances/Fish Point Oakland Beach, Glendale Avenue $5,500.00 $8,000.00 TOTAL $13,500.00 4629 Dakota Sf S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER The total cost of the concrete walk on Franklin Trail and the bituminous trails for Main Avenue and park entrances would be $85,700.00. The Council authorized on July 15, 1991 a $75,000.00 transfer from the General Fund balance for trail improvements. A decision needs to be made as to the amount of work to be done this year or obtain additional funds from the Council to do all the trail improvements this year. N T E R 0 F F ICE MEMORANDUM TO: FROM: SUBJECT: DATE: f3h '\ DOUG HARTMAN, ENGINEERING TECHNICIAN LARRY ANDERSON, DIRECTOR OF PUBLIC WORKS BILL MANGAN, PARK AND RECREATION DIRECTOR BRUCE LONEY, ASSISTANT CITY ENGINEER FRANKLIN TRAIL SIDEWALK IMPROVEMENT, PROJECT APRIL 22, 1992 #92-11 On April 22, 1992, Bill Mangan, Al Friedges, and Bruce Loney met to discuss the project referenced above. Topics discussed centered on the project limits, financing, Park De~artment's work versus contractor's work, and construction schedul1ng. Regarding the ~roject limits, it was decided to include the sidewalk sect~on from CSAH 44 north to T.H. 13 as an Alternate Bid Item and to place the sidewalk on the east side of CSAH 44 due to the cost of the right-of-way. The property owners on the west side should be contacted to see if they would stronglr be in favor of a sidewalk on their side and willing to prov1de the necessary easements. The project work to be done by the Park's Department will be all the rough grading for sidewalk placement except through driveways, and all of the restoration work which includes backfilling and turf establishment. The contractor will do the concrete walk ~lacement including sand cushion, sawcutting and removal of dr~veway pavement, sawcutting and removal of concrete curb and gutter, and concrete curb and gutter placement. The construction scheduling of the project was discussed and tentative dates were as follows: 1. May 18 Council Approval of Plans and Authorization for Advertisement for Bids 2. July 6 Award br Council 3. July 15 All s1dewalk areas graded by Park's Department ready for sidewalk 4. August 15 All concrete work completed by Contractor 5. August 15 - 31 Park's Department to complete backfilling of yards 6. September Park's Department to complete placement of sod. It was agreed upon that to install and complete the project in a timely fashion, as it is important to minimize the construction inconvenience to the residents. (MEMOl1) 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER April 11,1991 Mr. Larry J.Anderson, P.E. Director of public works City of Prior Lake Dear Larry: We have received the information and drawings relating to design and construction of the extension of Carriage Hills Road. We understand that this design work is relative to the feasibility study being done on extending Carriage Hills Road across our property. As near as we can tell it looks as if the design you propose will do the job quite nicely and achieve the goals that all parties have. You have our approval, and we urge you to continue to expedite the completion of Carriage Hills Road. Thank You, fi?:D 7 ... .t/~7 V~~~ Fred Grothe HERITAGE 1891 COMMUNITY 1991 WJSfJJV' 2((9f March 6, 1992 Mr. Rick Pilon, P.E. MINNEGASCO 700 West Linden Avenue P.O. Box 1165 Minneapolis, MN 55440-1165 RE: PROJECT #92-11 CONCRETE SIDEWALK FRANKLIN TRAIL Dear Mr. Pilon: The City of Prior Lake's Engineerin~ Department is currently preparing plans for the installat10n of a five (5) foot wide concrete sidewalk along Franklin Trail (County Road 39). The areas being considered at this time are as follows: 1. Northwesterly boulevard of Franklin Trail from the southerly intersection of Franklin Trail and T.H. 13 to County Road 21. 2. Southeasterly boulevard of Franklin Trail from the intersection of County Road 21 to County Road 44. 3. Westerly boulevard of Franklin Trail intersection of County Road 44 to T.H. 13. Enclosed is a preliminary plan drawing showin~ the existing street, buildings, landscapinCJ, right-of-way l~nes and utility pedestal boxes. We are request1ng that your utility locations, particularly the under9round locations, be added to the drawing as accurately as poss1ble. These locations will then be incorporated into our ~lans. With this project, it may be necessary for the relocat1on of utility pedestals in order to install the sidewalk and provide an adequate boulevard width. Final alignment of the sidewalk will be presented at a Preconstruct ion Meeting unless requested earlier. from the 4629 Dakota 51. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 This project is tentatively scheduled for construction early in May of 1992. If you have any further questions concerning this request, please feel free to contact Bruce Loney, Project Engineer, or me at Prior Lake city Hall. Sincerely, .A / ~ .. ~~~ Dou~ Hartman Eng~neering Technician CITY OF PRIOR LAKE DH:jlp Enclosure .~~ ~NE~ HERITAGE 1891 COMMUNITY 1991 C{{7JSf)JV 2Q91 March 6, 1992 Mr. John Packer SCOTT-RICE TELEPHONE COMPANY 4690 Colorado street S.E. Prior Lake, MN 55372 RE: PROJECT #92-11 CONCRETE SIDEWALK FRANKLIN TRAIL Dear Mr. Packer: The City of Prior Lake's Engineerin~ Department is currently preparing plans for the installat~on of a five (5) foot wide concrete sidewalk along Franklin Trail (County Road 39). The areas being considered at this time are as follows: 1. Northwesterly boulevard of Franklin Trail from the southerly intersection of Franklin Trail and T.H. 13 to County Road 21. 2. Southeasterly boulevard of Franklin Trail from the intersection of County Road 21 to County Road 44. Westerly boulevard of Franklin Trail intersection of County Road 44 to T.H. 13. Enclosed is a preliminary plan drawing showin9 the existing street, buildings, landscapin9, right-of-way 11nes and utility pedestal boxes. We are request1ng that your utility locations, particularly the underground locations, be added to the drawing as accurately as possible. These locations will then be incorporated into our plans. with this project, it may be necessary for the relocation of utility pedestals in order to install the sidewalk and provide an adequate boulevard width. Final alignment of the sidewalk will be presented at a Preconstruct ion Meeting unless requested earlier. 3. from the 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 This project is tentatively scheduled for construction early in May of 1992. If you have any further questions concerning this request, please feel free to contact Bruce Loney, Project Engineer, or me at Prior Lake City Hall. Sincerely ~A I. ~ ~.t~- DouCJ Hartman Eng1neering Technician CITY OF PRIOR LAKE DH:jlp Enclosure .%/~ ~NE~ HERITAGE 1891 COMMUNITY 1991 CUTJS()JV' 2Q91 March 6, 1992 Mr. Mike Merier STAR CABLEVISION 16900 Cedar Avenue Rosemount, MN 55068 RE: PROJECT #92-11 CONCRETE SIDEWALK FRANKLIN TRAIL Dear Mr. Merier: The City of Prior Lake's Engineerin~ Department is currently preparing plans for the installat10n of a five (5) foot wide concrete sidewalk along Franklin Trail (County Road 39). The areas being considered at this time are as follows: 1. Northwesterly boulevard of Franklin Trail from the southerly intersection of Franklin Trail and T.H. 13 to County Road 21. 2. Southeasterly boulevard of Franklin Trail from the intersection of County Road 21 to County Road 44. 3. Westerly boulevard of Franklin Trail intersection of County Road 44 to T.H. 13. Enclosed is a preliminary plan drawing showing the existing street, buildings, landscapin~, right-of-way lines and utility pedestal boxes. We are request1ng that your utility locations, particularly the under~round locations, be added to the drawing as accurately as poss1ble. These locations will then be incorporated into our plans. with this project, it may be necessary for the relocation of utility pedestals in order to install the sidewalk and provide an adequate boulevard width. Final alignment of the sidewalk will be presented at a Preconstruction Meeting unless requested earlier. from the 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 This project is tentatively scheduled for construction early in May of 1992. If you have any further questions concerning this request, please feel free to contact Bruce Loney, Project Engineer, or me at Prior Lake City Hall. Sincerely, ~ ~K71 Doug Hartman Engineering Technician CITY OF PRIOR LAKE DH:jlp Enclosure .~P~ (t! /\\ \~\ \~~, ~N.;~ HERITAGE 1891 COMMUNITY 1991 WJ~K 2Q91 March 6, 1992 Mr. Dave Pearson NORTHERN STATES POWER COMPANY P.O. Box 127 Jordan, MN 55352 RE: PROJECT #92-11 CONCRETE SIDEWALK FRANKLIN TRAIL Dear Mr. Pearson: The City of Prior Lake's Engineerin~ Department is currently preparing plans for the installat~on of a five (5) foot wide concrete sidewalk along Franklin Trail (County Road 39). The areas being considered at this time are as follows: 1. Northwesterly boulevard of Franklin Trail from the southerly intersection of Franklin Trail and T.H. 13 to County Road 21. 2. Southeasterly boulevard of Franklin Trail from the intersection of County Road 21 to County Road 44. Westerly boulevard of Franklin Trail intersection of County Road 44 to T.H. 13. Enclosed is a preliminary plan drawing showing the existing street, buildings, landscapin~, right-of-way lines and utility pedestal boxes. We are request1ng that your utility locations, particularly the under~round locations, be added to the drawing as accurately as poss~ble. These locations will then be incorporated into our plans. with this project, it may be necessary for the relocation of utility pedestals in order to install the sidewalk and provide an adequate boulevard width. Final alignment of the sidewalk will be presented at a Preconstruct ion Meeting unless requested earlier. 3. from the 4629 Dakota 51. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 This project is tentatively scheduled for construction early in May of 1992. If you have any further questions concerning this request, please feel free to contact Bruce Loney, Project Engineer, or me at Prior Lake City Hall. ?3;~~1~- . Dou~ Hartman Eng~neering Technician CITY OF PRIOR LAKE DH:jlp Enclosure sea I I COUNTY HIGHWAY DEPARTMENT 600 COUNTRY TRAIL EAST JORDAN, MN 55352-9339 (612) 496-8346 FAX (612) 496-8365 BRADLEY J. LARSON Highway Engineer DANIEL M. JOBE Asst Highway Engineer - Design DON D. PAULSON Asst. Highway Engineer - Construction February 20, 1992 o ~'(-. I~(') <"~.~-~ <T "~ '~~C} i>f ~^ ~~J- A v ~ (0-<, 'S?, ~1+~ ~ . Mr. Ron Bray Orr-Schelen-Mayeron & Assoc. 2021 Hennepin Ave. East Minneapolis, MN 55413 Re: SAP 70-639~03 Traffic Signal Project CSAH 21' & CSAH 39 Dear Ron: As discussed in our February 18, 1992 phone conversation, the following are the concerns from the preliminary plan review and meeting: 1) Traffic turning movement counts Scott County will provide these counts to OSM in the near future. 2) Intersection lighting, 2-250 watt VB. 4-200 watt Scott County historically uses a 2-light system in this type of intersection. OSM will send the County lighting patterns overlayed with the intersection showing the need for the four light system. 3) Opticon wiring Scott County would require a prior agreement between the County and the Cities (Prior Lake, Savage, Shakopee). The Cities are currently considering this issue. The cost for opticon wiring would be the obligation of the cities. An Equal Opportunity / Affirmative Action Employer Mr. Ron Bray Re: SAP 70-639-03 February 20, 1992 Page 2 4) Speed advisory on CSAH 39 due to vertical alignment Scott County will take care of this item. 5) Signal design speed A 1991 speed zoning study-shows 50 MPH, as is currently posted. Design for 50 MPH 6) Pedestrian ramps Scott County and the city of Prior Lake will discuss this issue as it relates to the proposed CSAH 39 sidewalk to be installed to determine where pedestrian ramp placement 1's most appropriate. Pedestrian ramps will be required and should be shown on your plan. However, these may be part of the city of Prior Lake's sidewalk project. 7) Controller location Scott County has no problem moving. the controller further north as proposed by OSM. 8) Signing detail A signing detail is required in the plans. Mr. Ron Bray Re: SAP 70-639-03 February 29, 1992 Page 2 9) Existing lighting OSM should determine if any existing light poles need to be removed or replaced. The existing .electrical service to these lights is direct bury. If you have any questions or would like any further information, please contact this office. Sincerely, S-. M.~ Scott M. Merkle~ Engineering Coordinator SMM/kmg cc: Brad Larson, Co. Hwy. Engr. Larry Anderson, city of .Prior Lake _: ~~~/ ~ FOR YOUR INFORMAT/ON RF~F'\Ir::r) OCT 1 : 1991 crry Of PRIOR LAKf Dave Unmacht, Manager City Hall 4629 Dakota St SE Prior Lake, MN 55372 Gentlemen: This letter is being sent to you in reference to the proposed "Bike/ Walking Path" proposed for the east side of Franklin Trail. We just purchased this home in August of this year and surprised when the neighbor came to call explaining the proposal (we did not receive a letter) much to our dismay. We did attend the meeting on October 7 and had some of our questions answered and a good many of them not. Why was this planned for the east side of Franklin Trail when there are many more single family homes on this side of street, all of them with the front yards facing the street, all the fire hydrants are on this side along with the electrical boxes. Childrens safety was an issue that was brought up. If it is to be on the east side everyone will have to cross the street to get to the park. If it is to be an 8 foot wide asphalt path the snowmobilers will use it in the winter which I do not consider safe. If we have any accumulation of snow it will make the path a good spot for kids to play, sliding down the hills into the street. Has there been an alternate route even discussed? What is wrong with the path going along highway 13? As far as traffic goes it is probably safer to walk along 13 than Franklin Trail. Come and sit on a side street some evening and watch the flow of traffic and the speed and safe driving habits they use. We will be attending the next city council meeting and hope you will give us some of your time to address these questions and any others the residents may have. Sincerely, O~~. -, 1!/~4 4 Carolyn and Clement Felix 16349 Franklin Trail SE Prior Lake, Mn 55372 447-8401 fir lu,I~~ HERITAGE 1891 COMMUNITY 1991 WJsrJ./V 20}/ October 15, 1991 To Franklin Trail Homeowners: There will be an information meeting for all residents who live along Franklin Trail to discuss the hike/bike trail proposed by the City of Prior Lake. This meeting will take place at: PRIOR LAKE CITY HALL CITY COUNCIL CHAMBERS THURSDAY, OCTOBER 24 7:00 P.M. The purpose of this meeting is to discuss the proposed trail. Included in this discussion will be the location of the trail on either the east or west side of Franklin Trail, from Highway 13 south to Highway 13. This improvement will be put in at City cost with no assessments to property owners. If you have questions or concerns regarding this improvement project, it would be in your best interest to attend this meeting. Engineering and Parks Department staff will be available to answer your questions. Written concerns can also be addressed at this time. Thank you for your cooperation on this matter. Sincerely, ~4~~ B11l Mangan / /. Director of Parks and Recreation CITY OF PRIOR LAKE "TRAILl" 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 HERITAGE 1891 COMMUNITY 1991 CUTJ3!JK 2Q91 October 1, 1991 To Franklin Trail Landowners: There will be an information meeting for all residents who live along Franklin Trail to discuss the hike/bike trail proposed by the City of Prior Lake. This meeting will take place at: PRIOR LAKE CITY HALL CITY COUNCIL CHAMBERS THURSDAY, OCTOBER 10 7:00 P.M. The purpose of this meeting is to discuss the proposed trail. At this time, the trail is proposed along the east side of Franklin Trail, from Highway 13 south to Highway 13. This improvement will be put in at City cost with no assessments to property owners. If you have questions or concerns regarding this improvement project, it would be in your best interest to attend this meeting. Engineering and Parks Department staff will be available to answer your questions. written concerns can also be addressed at this time. Thank you for your cooperation on this matter. Sincerely, , ~~ /~~~ ~--:-angan Director of Parks and Recreation CITY OF PRIOR LAKE 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 ADDITIONAL FRANKLIN TRAIL RESIDENTS - ADDED ON 11/19/91 Mr. & Mrs. Steven Anderson 5175 Brooks Circle Prior Lake, MN 55372 Joseph & Ann Holmes 5178 Brooks Circle Prior Lake, MN 55372 Carolyn & Clement Felix 16349 Franklin Trail S.E. Prior Lake, MN 55372 Robert D. & Carole A. Mertens 3534 Basswood circle/Box 488 Prior Lake, MN 55372 Joseph P. & Patricia Mahoney 17420 Baseline Avenue Prior Lake, MN 55372 Joseph P. & Jerome R. Mahoney 17420 Baseline Avenue Prior Lake, MN 55372 New Prague Lumber & Ready Mix 404 1st street S.W. New Prague, MN 56071 William J. Schmokel 4151 Grainwood Circle N.E. Prior Lake, MN 55372 Jeffrey & Renee King 16399 Franklin Trail Prior Lake, MN 55372 Clara Kes 16389 Franklin Trail Prior Lake, MN 55372 Patrick & Karen Archambault 16349 Franklin Trail Prior Lake, MN 55372 steve & Lynn Landgren 16563 Franklin Trail Prior Lake, MN 55372 George T. Holden P.O. Box 792 Minneapolis, MN 55440 Richard A. & Delores Houle 5138 Credit River Road Prior Lake, MN 55372 Mr. & Mrs. Thomas Mumm 16489 Franklin Trail Prior Lake, MN 55372 To the Prior Lake City Council; 2/4/91 We recently signed a petition to the City of Prior Lake to prepare a feasibility study for the extension of Carriage Hills Road. Although sewer and water have been extended to our property, very limited vehicle access to this 100 acre parcel is a major deterrent to its development. Without the access that an extended Carriage Hi lIs Road would provide we see no possibility of development. We have owned this property looked forward to the arrival extension of Carriage Hills arri ved, wi th the resul tant utilization of these services access is available. We strongly support the preparation of the feasibility study and the extension of Carriage Hills Road and urge the Council to use whatever means they have at their disposal to achieve these objectives. for several years and have of sewer and water and the Road. Sewer and water have tax burden. However, the cannot occur unti 1 sui tabl e