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HomeMy WebLinkAboutResolution #3313 RESOLIITION N0. 3313 A RESOLIITION APPROVING A JOINT AGREEMENT FOR THE INSTALLATION OF ACCESSIBILITY RAMPS BETWEEN THE CITY OF CANTON AND ILLINOIS DEPARTMENT OF TRANSPORTATION AND AUTHORIZING AND DIRECTING THE MAYOR AND CITY CLERK TO E%ECIITE SAID AGREEMENT ON BEHALF OF THE CITY OF CANTON, ILLINOIS WHEREAS, the City Council of the City of Canton has determined that it is necessary and in the best interest of the City of Canton to enter into a 3oint agreement for the installation of accessibility ramps with Illinois Department of Transportation, a copy of which is attached hereto and herein incorporated as Exhibit ~~A~~. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CANTON, Fulton County, Illinois as follows: 1. That the point agreement, hereto attached as Exhibit nAn is hereby approved. 2. That the Mayor and City Clerk are hereby authorized and directed to execute and deliver said Agreement on behalf of the City of Canton, Illinois. 3. That this Resolution shall be in full force and effect immediately upon its passage by the City Council of the City of Canton, Fulton County, Illinois. PASSED by the City Council of the City of Canton, Fulton County, Illinois at a regular meeting this 20th day of March, 1996, upon a roll call vote as follows: AYES: Aldermen May, Shores, Nidiffer, Phillips, Sarff, Hartford, Molleck. NAYS: None. ABSENT: Alderman Meade. ~, APP OVED: ~- onald E. Edwards, Mayor FITTEST /~ Nancy tes, City Clerk. :i FA Route 685 & FA Route 22 (IL 9 & IL 78) D4 Handicap Ramps 1996-3 City Section 95-00085-00-SW Fulton County Job No. C-94-303-96 Catalog No. 031446-00 Agreement No. JN-496-411 AGREEMENT This Agreement, entered into this -day of .1996 by and between the STATE OF ILLINOIS, acting by and through its DEPARTMENT OF TRANSPORTATION, hereinafter called the STATE, and the CITY OF CANTON, of the State of Illinois, hereinafter called the CITY. WITNESSETH: WHEREAS, the STATE and the CITY, in order to insure safety to the public and comply with the provisions contained in the Americans with Disabilities Act (ADA), are desirous of constructing sidewalk curb ramps at intersections along Illinois Route 9 and Illinois Route 78 (Locust Street and Main Street) and within the corporate limits of the CITY OF CANTON, this project to be known as FA Route 685 and FA Route 22, State Section D4 Handicap Ramps 1996-3; City Section 95-00089-00-SW; and WHEREAS, the CITY is desirous of said improvements in that same will be of immediate benefit to the CITY's residents and permanent in nature; WHEREAS, the CITY will be the lead agency and assume all responsibilities for coordinating and implementing all phases of the aforedescribed construction of the sidewalk curb ramps; NOW, THEREFORE, in consideration of the mutual covenants contained herein, the parties hereto agree as follows: . Page 2 1. The CITY agrees to construct or cause to be constructed the aforedescribed sidewalk curb ramps in accordance with the General Plan Sheet attached hereto as "Exhibit A" and made a part hereof and with the specifications attached hereto as "Exhibit B" and made a part hereof. 2. The CITY agrees to pay all construction and engineering costs, subject to reimbursement by the STATE as hereinafter stipulated. 3. Upon final field inspection of the improvement by the CITY and the STATE, the CITY agrees to maintain the accessibility ramps in their entirety. 4. It is mutually agreed by and between the parties hereto that the estimated cost and cost proration for this improvement is as follows: STATE CITY TYPE OF WORK COST (%°l COST (%1 TOTAL Accessibility Ramps 12,800 (50) 12,800 (50) 25,600 at 55 Locations Prelim. Eng. (5%) 640 (50) 640 (50) 1,280 Const. Eng. (10%) 1,280 (50) 1,280 (50) 2,560 TOTALS 14,720 (50) 14,720 (50) 29,440 Participation and reimbursement shall be predicated on the percentages shown above for the specified work. Cost shall be determined by the actual costs incurred by the CITY as necessitated by the construction of the aforedescribed project. Page 3 5. Upon completion of the said project, the STATE agrees to reimburse the CITY for the STATE's share of the actual costs incurred plus 15 percent of the STATE's share of the actual cost incurred for preliminary and construction engineering. Said reimbursement to be based upon percentages of the actual cost incurred as shown above, said costs not to exceed $15,500. This cost to be paid by the STATE in a single, lump sum payment. 6. The CITY agrees, upon completion of the project and final inspection by the CITY and the STATE, to render to the STATE a detailed statement of the actual costs incurred by it or on its behalf. 7. The CITY agrees to abide by all local, state, and federal laws, rules, regulations, orders, or approvals insofar as they apply to the project. 8. The CITY agrees to comply with all applicable Executive Orders and Federal Highway Acts pursuant to the Equal Employment Opportunity and non-discrimination regulations required by the Illinois Department of Transportation. 9. The CITY shall maintain, for a minimum of 5 years after completion of the described improvement, adequate books, records, and supporting documents to verify the amount, recipients, and uses of all disbursements of funds passing in conjunction with this Agreement. All books, records, and supporting documents related to the improvement shall be available for review and audit by the Auditor General and other STATE auditors and the CITY agrees to cooperate fully with any audit conducted by the Auditor General and other STATE auditors and to provide full access to all relevant materials. Failure to maintain the books, records, and supporting documents required by this paragraph shall establish a presumption in favor of the Page 4 STATE for the recovery of any funds paid by the STATE under this Agreement for which adequate books, records, and supporting documentation are not available to support their purported disbursement. 10. The CITY shall exercise its franchise right to cause private utilities to be relocated at no expense to the STATE. 11. The CITY agrees to cause its utilities located upon right-of-way acquired by the STATE or installed within the roadway after the said roadway was taken over for maintenance by the STATE, to be relocated and/or adjusted at no expense to the STATE. 12. This Agreement and the covenants contained herein shall be null and void in the event the contract covering the construction work contemplated herein is not awarded within three years subsequent to execution of the Agreement. This Agreement shall be binding upon and to the benefit of the parties hereto, their successors and assigns. STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION CITY OF CANTON By: By: Mayor Director of Highways Date: Date: ~. ATTEST: ity Clerk (Seal) j, I e ~ . ~ ~ ~ -t rr.i. ~ i +. ~- ~ ~ ~ ~ ~:. .1 1 1'' h1 ~~1: } . '., ~~.Z~ I ~..-. ~ 1 1 ~ ~ ' '.~\ pp 1 t' + t i J ~ 4 •II ~~ a{i~.~+ ,~ i C~• tj, r •i. '.l ~1 , } ~ '}' v . I F 1Y?~r , ~. i~ I ,.. ' { tf ~,j ~ .1 ~,~ DA cxtci JM/Eif ~ . ,'. r p I - T rt• 17 lrt~~_ rJ13 ~ ~{. i r r I ~ Y i~ 1 r i i -1.. Z. ~ aL:X' r..:, r•+~•, tY ~ .Ir = ~ rt~;l j 1 i ~ rtat 1 .. lr • { ~ I _ Y. ~ 9 I 1~ I ,. O I I E} :, , '' ~otnf Turf ~ ~ '~ ~ , d ~rJi r ~1C < } n~F ~. ,1' rr L ! 'sic } I;'~ ~f ~,".y .. `J ~ .~ {i I ti i I~ 1t I ~iC t ~ ~ ~I dX: rr7 a j4 a. „C ~ 14A[ I I + T ~} , o .! ~ .r. ~ r.. i ~ 1--/ ~ v { rr E r. -. ~ 4 . DJ6 ~ f ,N , r }, , lrr+ t } t F Z :'! 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ArrpEgJG ~ 24677 ~' 1~J'.I.TT4.1~ ~ pBUi'.S"al01iA~ ( eisliitFa <<rN~ ILLINOIS CANTON ED HANDICAP RAMPS )00-85-00-SW 'UEL TAX A ; I .11[~~~.'F: '~ J1. a . ~?u'sc._., ~._. ._~~.._ . -- <~~ ~ro». --a>Ytrrro~n ~~ ~. _-- ~ L-_.w .Y.... L -:_J~ .. ~II . ~_~1.._ -~~-. ~11~' _ iIIN Ml~r• r rl+~ I ::rr i i i M i n .... i J ,,: , , ~ ;, , ~;~, .~MA ~. ra ,LU.!_.I.E. 1-800-892-0123 ~ 9.5 L f Y f~f i U IAI MA I fiR UUNN L' E. EDrYAR(1 C 1 !"i A T ! ~.iRNFY .IAME.S I_L SUN. S.R. AI (?FRMAN RUElERf MULLECK Al UERMAN .IAMFS HARTI'URD AL UF17M1M l ARR'f SARFF A! DFRMAN CHESTER PHR.t.IPS A: n(I~.I~+ari r,~'dir, ~raL'E Ai nfi?MAN .~OAHN[ ~HURES h. iif tiMP•IJ .~AMFS MAT E~yisrr .~ ~~~ ~ . ;w i prr-.l I, I I I,. ~~. ~ ! .~~ .1..". I Cirr -:; ANI,'7t; __. .YSYCp , A' I I, I {Ni'i'., i ~. ,?I?'p.P 1?JI N': 01 ~ 'Ar~i-~ „E•' ~ .1.1 ~~r;N i ~. ., ,i: I i .I ~ BI Wi AIi RY i ~./J RJAI ~'~ eNi :!Rf L:'~ . A~`t'k+.'7E6. .. _ .. .. ._. .._ .1~.. ____ OiSTRItt fNG11EFR ' 3 ti ~ ~ I ~ I SIDEWA I W I i t REMOVAL I A I II I I I II I I ~ ~~ I II I ,~ ,~ ~~ SLOPE EARTH ~ - ~I I TO NEW ~' I I I ,I SIDEWALK I ; : ~ ~ I ~ SLOPE OF NEW RAMP ~ ' ~ . ' i I I ~ ~ TO BE h12 OR FLATTER (i ; CURB & GUT-TER ;~' ~ REMOVAL ' ~I ~'~ I , / - ~ ~~' ~ \ REMOVALK EXIST. I I '~ \ ~ . ,~ - ----- -- ----- -- ----_- - ------- -- - SAW-CUT I - - - -~ CURB & GUTTER A SAW CUT C REMOVAL PROP. DEPRESSED CURB SECTION A-A NOTES: SEE STANDARD 2356-2 FOR NOTES. ADDITIONAL SIDEWALK MAY BE REMOVED TYPE A RAMP AND REPLACED TO KEEP MAXIMUM SLOPE OF RAMP TD L12. SIDEWALK REMOVAL I I ~ ; & REPLACEMENT C' S~"1 ~I LOCATION Kl i I ' 'I ~~ ~ ~~ „~ ~~ ~ I ~. , "~I ~' I ---------- --------- ------------ ~ ~~- ~kr ------- --- i I I CURB 8 GUTTER REMOVAL j i NEW SIDEWALK -------------------------------- 1~Y' ~ - ~ ~ ` , 1 - ~------ ----------- ~- ~-------- 4r - ;`~~ 15' MEDIAN `. ~~ { ; ;l' ---------------------------------- ~ -s' --~ I I I I CURB & GUTTER REMOVAL I I I -------------------'-------------- 'Z`z~ ---------, ~ ` ~ ~` ~ ~1' ` 1~5, J ~~ ~' SIDEWALK REMOVAL i ( ' 8 REPLACEMENT ~ ~ I LOCATION !2 II I' i SPECIAL ' KM~X 3 3 ~ ' .m ors owr. ~a ~ wasew ra ~ ne,weF i i i ii ~ •95-000-85-00-SW LOCATION NO. CROSS STREET TYPE OF RAMP WIDTN OF SIDEWALK FEET SIDEWALK REMOVAL S.F CURB 6 GUTTER REMOVAL EDDY P.C.C. SIDEWALK 4: S.F C.C.C. 8 GUTTER TY. M-6.12 f00T REMARKS i REDWOOD CIRCLE (S) A 5 30 7 30 7 ONE RAMP ON SOUTH 2 LAUREL DRNE A 5 30 7 30 7 ,7 LAUREL DRNE A 5 60 7 60 7 q STONEGATE DRNE A 5 30 7 30 7 5 STONEGATE DRNE A 5 30 7 30 7 6 ARGONNE DRNE A 5 45 7 45 7 WIDEN NEW RAMP TO 7' 7 ARGONNE DRNE A 5 45 7 45 7 WTDEN NEW RAMP TO 7' 8 EDMAR ORNf A 5 30 7 ~ 7. g EDMAR DRNE A 5 30 7 30 7 IC VAN DYKE DRNE A 5 f•O FO ~ 11 VAN DYKE DRNE SPECIAL 5 75 l4 75 f4 15' WIDE MEDIAN 12 VAN DYKE DRNE A 5 30 7 .30 7 _ ._. _ . ____ 13 NORTH PARK URNS A - 5 _-- ~ 30 '' -30 -_ ~~T I4 NORTH PARK DRNE A 4 24 6 24 6 'h ~ uIDCLE °ARK DRNE A 3.` 2I 0 2: 6 AO.;. W~T-ER SriUT-JF.~ 16 MIDDLE PARK DRNE A 5 30 7 30 7 17 LOACWOOD DRNE A 5 30 7 30 7 18 LONGWOOD DRNE A 4 56 6 56 6 Ig WINEGAR DRNE A 5 45 7 45 7 EX. SHORT BIT. RAMPS 2p WINEGAR DRNE A 5 30 7 30 7 EX. SHORT BIi: RAMPS P1 MA-GRA-BL DRIVE A 5 30 30 7 EX. SHORT BIT. RAMPS 22 MA-GRA-BL ORNE A 5 30 7 30 7 EX. SHORT BIT. RAMPS 23 LINDEN STREET A 5 45 7 45 7 ONE RAMP ON MORTH 24 BIG CREEK PARR ENTRANCE A 5 30 7 B2 7 TWO RAMPS 25 SYCAMORE STREET A 4 24 6 24 6 26 SYCAMORE STREET A 35 42 6 48 6 NEW WALK 4' WIDE 27 BIRCH STREET (W1 A 4 36 i! 36 L P8 BIRCH STREET (WJ A 5 60 7 60 7 2g BIRCH STREET (E1 A 5 50 7 50 7 30 BIRCH STREET !E) B 5.5 49.5 il5 49.5 115 BRICK REM. & REPL. 31 MYRTLE STREET (E1 A 5 42.5 7 42.5 7 32 !MYRTLE STRF_ET (E% / 5 57.5 !7 57.5 17 BROKEN INLET 33 VINE STREET (E) A 5 30 7 30 7 ONE RAMP 3q OL NE STREET (E) A 5 30 7 30 7 35 OLNE STREE' !E) A 5 !05 7 J05 7 SOME BRICK REMUVAL 36 MYRTLE STREET (WJ A 5 45 7 45 7 SOME BRICK REMOVAL 37 MYRTLE STREET (W) A 5 45 7 45 7 38 VINE STREET (C.H. Pl EXT.J 8 5 64 18 64 18 TWO RAMPS 3g VINE STREET (C.H. 21 EJtT.J B 5 64 18 64 18 TWO RAMPS 40 OLNE STREET (WJ A 5 55 7 55 7 _ ONE RAMP ON SOUTH q! MAIN & LOCUST ST. (N) B 5 60 15 60 15 42 AVENUE B (N1 A 5 30 7 30 7 4J AVENUE B (N1 A 4.5, 5 57 13.5 _ 57 I3.5 TWO RAMPS 44 AVENUE C (N1 A 5 60 14 60 l4 TWO RAMPS 45 AVENUE C (N1 A 4 24 7 24 7 46 AVENUE D (N1 A 5 30 14 60 i4 TWO RAMPS q7 AVENUE D (N1 A 5 48 12 48 12 48 AVENY/E D (S1 A 5 60 14 60 14 TWO RAMPS qg AVENUE C (S1 A 5 45 7 45 7 50 AVEAn/E C (S1 A 5 70 14 70 14 TWO RAMPS 51 AVENUE B (S) A 4 54 13 54 13 TWO RAMPS 52 AVENUE B (S) A 5 35 7 35 7 5J MARKET STREET (SI A 4-5 30.5 9 30 5 9 yq MARKET STREET (S1 A 4-5 30.5 9 30.5 9 55 MAIN & LOCUST (S1 B 5 60 15 60 15 56 •a MASON TEMPLE ENTRANCE A 5 120 28 120 2B FOUR RAMPS TOTALS 2509.5 521 2507.5 521 " NON-PARTICIPATING (CITY OF CANTON FUNDS ONLY) -~-~ -~. 600 ITION NUMBER C~~AE~ ~ ~~~~L~E~ eau n.l~'r'o-snaors ~ , „ EN6/NEERS, 1NC. F,u ~ cm of caNroN SIDEWALK RENOVATION LOCATIONS 1 FoR, CITY OF CANTON aesic~ R.B.F ~^~ 10/30/95 araEO J.D.S. >~oracr w. mw r n c 234-95050 Canton Handicap Ramps Sec. 95-000-85-00-SW Illinois Department of Transportation Special Provisions The following Special Provisions supplement the "Standard Specifications for the Road and Bridge Construction," adopted Jul y 1, 1994 , the "Supplemental Specifications and Recurring Special Provisions," adopted February 1, 1996 (as indicated on the check sheet included herein), the "Standard Specifications for Traffic Control Items," adopted NovPmb r 1 , 1994 and the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" in effect on the date of invitation for bids. These special provisions included herein apply to and govern the proposed improvement designated as Section 95-(lfl~-f35-~0-Sw and in case of conflict with any part or parts of said specifications, said special provisions shall take precedent and shall govern. BLR 5709 (Rev. 3.187) ~X/~/B/% ~ ~ /~o Canton Handicap Ramps Sec. 95-000-55-00-SW INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted February 1, 1996 This sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS and frequently used RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adop. 7-1-94) (Rev. 2-1-96) SUPPLEMENTAL SPECIFICATIONS Std. Spec• PAGE NO. Sec. _ 101 Definition of Terms .............................................................. 1 104 Scope of Work ................................................................ . 2 106 Control of Materials ............................................................ . 5 107 Legal Regulations and Responsibility to Public (Rev. 2-1-96) ............................. . 6 108 Prosecution and Progress ....................................................... . 8 406 Bituminous Concrete Binder and Surface Course Class I (Rev. 02-1-96) .................... . 9 407 Bituminous Concrete Pavement (Full-Depth) (Rev. 2-1-96) .............................. 11 420 Portland Cement Concrete Pavement ............................................... 12 442 Pavement Patching ............................................................ 13 503 Concrete Structures (Rev. 2-1-96) ................................................ 14 542 Pipe Culverts (Rev. 02-1-96) .................................................... 17 550 Storm Sewers ................................................................ 36 581 Waterproofing Membrane System .................................................. 44 604 Frames, Grates, and Median Inlets ................................................. 45 606 Concrete Gutter, Curb, Median and Paved Ditch ....................................... 46 609 Bridge Approach Pavement and Shoulder Pavement Drains ............................... 47 610 Shoulder Inlets With Curb ........................................................ 48 631 Traffic Barrier Terminals ......................................................... 49 703 Fine Aggregates .............................................................. 50 706 Metals (Rev. 2-1-96) ......................................................... 51 720 Portland Cement Concrete (Rev. 2-1.96) ........................................... 52 740 Drain Pipe, Tile, Tubing, Drainage Mat and Wall Drain ................................... 53 744 Flap Gates .................................................................. 56 761 Waterproofing Membrane System .................................................. 57 781 Materials for Planting ........................................................... 58 785 Highway Lighting Materials ....................................................... 59 802 Bituminous Equipment .......................................................... 60 803 Portland Cement Concrete Equipment ............................................... 61 901 Work Zone Traffic Control (Rev. 02-1-96) .......................................... 62 903 Work Zone Pavement Marking .................................................... 79 904 Temporary Concrete Barrrier ..................................................... 80 906 Work Zone Traffic Control Devices ................................................. 81 RECURRING SPECIAL PROVISIONS CHECK SHEET # PAGE NO. 1 R. R. Protection Liability Form (Eff. 6-10-58) (Rev. 9-29-67) ................................ 85 2 State Required Contract Provisions All Federal-aid Construction Contracts (Eff. 2-1-69) (Rev. 10-1-83) 94 3 Specific Equal Employment Opportunity Responsibilities NonFederal-aid Contracts (Eff. 3-20-69) (Rev.1-1-94) .......................................................... 95 4 Required Provisions -State Contracts (Eff. 4-1-65) (Rev. 04-1-93) .......................... 98 5 Asphalt Quantities and Cost Reviews (Eff. 7-1-88) .................................... 101 6 Subletting of Contracts (Federal Aid Contracts) (Eff. 01-1-88) (Rev. 05-1-93) .................. 102 7 Grading And Shaping Ditches (Eff. 5-1-93) .......................................... 103 8 Earthwork (Eff. 7-1-94) (Rev. 2-1-95) .............................................. 104 9 Construction Layout Stakes Except for Structure (Eff. 05-1-93) (Rev. OS-1-93) ................ 105 10 Construction Layout Stakes (Eff. 5-1-93) (Rev. 8-1-93) ................................. 107 11 Controlled Low-Strength Material (CLSM) (Eff. 1-1-90) (Rev. 2-1-96) ....................... 109 12 Bituminous Surface Removal (Cold Milling) (Eff. 11-1-87) (Rev. 4-15-91) .................... i12 ii /_ - 7 Canton Handicap Ramps Sec. 95-000-85-00-SW 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Bituminous Surface Treatments Half-Smart (Eff. 7-1-93) (Rev. 8-1-93) ..................... 114 . Subsealing of Concrete Pavements (Eff. 11-1-84) (Rev. 02-1-95) ...................... 118 ... Asphaltic Emulsion Slurry Seai and Fibrated Asphaltic Emulsion Slurry Seal (Eff. 8-1-89) (Rev. 10-1-90) 121 Polymer Modified Emulsified Asphalt (Eff. 5-15-89) ................................... 125 . Reserved .................................................................. 127 . Pipe Underdrains, CA 16, Without Fabric Envelope (Eff. 8-1-93) (Rev. 6-30-94) ............... 128 Pipe Underdrains (Eff. 9-9-87) (Rev. 6-30-94) ...................................... 129 . Reserved ..................................................................: Calcium Nitrite Corrosion Inhibitor (Eff. 3-1-80) (Rev. 6-1-90) ........................... 130 131 Sand Module Impact Attenuators (Eff. 10-15-76) (Rev. 7-1-95) ......................... 132 .. Traffic Barrier Terminal Type 38 (G.R.E.A.T. SYSTEM) (Eff. 10-1-86) ...................... 134 . Measurement of Pavement Marking Quantities (Eff. 7-1-87) ............................. 135 . Reserved .................................................................. 136 . Reserved .............................................................:..... Bicycle Racks (Eff. 4-1-94) (Rev. 2-1-95) ......................................... 137 138 .. Class A Patches (Eff. 8-1-94) ............... ............................. ....... 139 Pipe Elbows and Tees (Eff. 6-30-94) (Rev. 8-1-94) ........................... ........ 140 National Pollutant Discharge Elimination System Permit (Eff. 7-1-94) ........................ 141 Haul Road Stream Crossings, Other Temporary Stream Crossings, and In-Stream Work Pads (Eff. 1-2-92) (Rev. 6-30-94) ................................... ...... ..... 142 ive em a Brake Sign (Eff. 8-1-89) (Rev. 08-1-91) ................................... 143 . Portable Changeable Message Signs (Eff. 11-1-93) (Rev. 2-1-96) . . ....................... 144 Reserved ................................................................... Precast Prestressed Concrete Sight Screen (Eff. 6-30-94) ............................... 145 146 Chain Link Fence Sight Screen (Eff. 6-30-94) ....................................... 147 . Wood Fence Sight Screen (Eff. 6-30-94) ........................................... 149 Reserved ................................................................... 151 Breakaway Sign Posts (Eff. 6-30-94) .............................................. 152 Pavement Patching with Bituminous Surface Removal (Eff. 10-1-94) ....................... 154 . Aggregate Gradation Control System (Eff. 7-1-95) ..................................... 155 Protective Shield System (Eff. 4-1-95) (Rev. 8-1-95) ................................ 156 ... Surface Tests Using The 5 m (16 ff.) Straightedge (Eff. 11-1-94) .......................... 157 Traffic Barrier Terminal Type 1 Special (Eff. 8-1-94) .................................. 158 . Traffic Barrier Terminal Type 3 Special (Eff. 8-1-94) ................................... 159 Use of Geotextile Fabric for Railroad Crossing (Eff. 1-1-95) ............................. 160 . Bituminous Surface Removal Over Patches (Eff. 10-1-95) ............................... 161 iii ~ .ICU/~P? /`3 ~/~ Illinois Departmenf of Trans~ortafion Municipality City of Canton Township -- County Fu: ton Section - - - - Project Handicap Ramps QUESTIONNAIRE TO ACCOMPANY REQUEST TO PERFORM FEDERAL-AID IdORK BY DAY LABOR FORCES 1. Description of work to be performed - Removal of existing sidewalk and curb and gutter; construct new handicamp ramp, and other miscellanious or collaterial work. 2. Does the agency normally perform work of this type with its own forces Yes This city has done other handicap ramps at numberous locations within the city. 3. Does the agency have sufficient experienced key personnel to carry on .all phases of this work properly and economically Yes, the city has experienced labors, drivers, operators, and finishers to do the work. 4. List equipment needed which is not owned by the agency None 5. How does the cost of day labor construction previously performed by our agency compare with similar contract work Work performed by City would be at a lower cost. Based on the above information, it has been determined that it is in the public interest for this improvement to be constructed by the above Local Agency's day labor forces. ~ ~--- Date: February 14, 1996 S i tined : ~ ~,~%~,.,-~,., , ~~ Title: Project Engineer --------------------------------------------------------------------------------- I concur in the above statements and recommend the City of Canton be authorized to construct this project with Day Labor forces. Date: District Engineer BLR 6200 (4-84) ,- -, , J , CITY OF CANTON Overhead Calculation Data From City FICA = 7.65% IlVIRF = 9.93% Insurance = $2.65/hr. Employee Base Supervisor $18.70 Laborer-Driver $12.20 Operator $14.45 Finisher $11.80 TOTAL = 17.58% Adi. for Pd. Vac. $20.69 $12.95 $15.33 $12.52 Adi. for Ins. & Overhead $26.63/hr. $17.75/hr. $20.52/hr. $17.25/hr. Note: Supervisor has 5 weeks paid vacation. Rest of employees receive 3 weeks vacation. Assume 4 locations per day Supervisor 2 Labors -Drivers Operator Finisher 2 Trucks* 1 Backhoe* 8 hr. x $26.63 16 hr. x $17.75 8 hr. x $20.52 8 hr. x $17.25 16 hr. x $17.86 8 hr. x $35.50 Total Ave. Quantities for 4 Locations Sidewalk Removal 2,510 _ 62 x 4 C & G Removal 521 _ 62 x 4 C&G 521 =62x4 PCC Sidewalk 2510 - 62 x 4 Assir?n Labor Costs to Ouantit Sidewalk Removal 162 x $2.60 C & G Removal 34 x $3.10 CCC&G 34x$4.00 PCC Sidewalk 162 x $4.50 Total $ 213.04 $ 284.00 $ 164.16 $ 138.00 $ 285.76 284.00 $1,368.96 162 S.F. 34 Foot 34 Foot 162 S.F. $ 421.20 $ 105.40 $ 136.00 729.00 $1,391.60 Cost per Location Sidewalk Removal 40.48 S.F. x $2.60 = C & G Removal 8.4 Foot x $3.10 = PCC Sidewalk 40.45 S.F. x $4.50 = CCC&G 8.4x$4.00 = Material Cost Class SI Concrete I cy x $55.00 = $105.25 $ 26.04 $182.03 $ 33.60 55.00 $401.92 Traffic Control Std. 2298, 2405 24 Barricades (Cones) x .80* _ 30 Signs x .90* _ (4 Locations) $19.20 27.00 $46.20 Cost per Location = $11.55 * Used 1996 Equipment Rental Cost Conclusion: Cost per location including traffic control is $413.47 which is considerably below the $1,000 per location estimated to do the ramps by contract. ~x NiBiT ~ 6~~