R2014-78 ACCEPTING THE BID & AUTHORIZING CONTRACT FOR NORTH STREET SIDEWALK VAULT

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' INDEX OF SHEETS 1 COVER SHEET ' 2 GENERAL NOTES, IDOT STANDARDS. AND CITY OF DECATUR STANDARDS 3 REMOVAL PLAN 4 PROPOSED SIDEWALK AND CURB IMPROVEMENTS PLAN 5 DEMOLITION AND REMOVAL DETAILS 6 VAULT CONSTRUCTION DETAILS ' 7 VAULT CONSTRUCTION DETAILS GENERAL NOTES 1. THE ENGINEER SHALL NOT GUARANTEE THE WORK OF ANY CONTRACTOR OR SUBCONTRACTOR, SHALL HAVE NO AUTHORITY TO STOP WORK, SHALL HAVE NO SUPERVISION OR CONTROL AS TO THE WORK OR PERSONS DOING THE WORK. SHALL NOT BE RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE JOB SITE OR IDOT STANDARDS HAVE ANY CONTROL OF THE SAFETY OR ADEOUACY OF ANY EQUIPMENT, BUILDING COMPONENT. SCAFFOLDING. SUPPORTS. FORMS OR OTHER WORK AIDS, 000001-06 STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS AND SHALL HAVE NO DUTIES OR RESPONSIBILITIES IMPOSED BY ACTS 420001-07 PAVEMENT JOINTS GOVERNING THE WORKPLACE. 424026-01 ENTRANCE/ALLEY PEDESTRIAN CROSSING ' 2. NOTHING CONTAINED HEREIN SHALL RELIEVE THE CONTRACTOR OF HIS/HER 606001-04 CONCRETE CURB TYPE 8 AND COMBINATION CURB AND GUTTER DUTY TO OBSERVE AND COMPLY WITH ALL APPLICABLE LAWS, NOR SHALL THE 701301-04 LANE CLOSURE. 2L. 2W. SHORTIME OPERATIONS ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S COMPLIANCE OR 701501-06 URBAN LANE CLOSURE, 2L. 2W, UNDIVIDED NONCOMPLIANCE WITH SUCH LAWS. 701801-05 SIDEWALK, CORNER OR CROSSWALK CLOSURE 701901-03 TRAFFIC CONTROL DEVICES 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S DUTY ' TO OBSERVE AND COMPLY WITH CLIENT CONTRACT REQUIREMENTS, LOCAL AND STATE REGULATIONS. OR FOR THE CONTRACTOR'S FAILURE TO DO SO. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES DURING AND UNTIL COMPLETION OF THE PROJECT. UTILITIES SHOWN ON THE PLANS WERE LOCATED IN THE FIELD AND/OR LOCATED FROM ARCHIVAL DATA. THESE LOCATIONS ARE CONSIDERED APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD. I J.U.L.I.E. 1-800-892-0123) S. WORK SHALL CONFORM TO THE CITY OF DECATUR AND/OR IDOT CONSTRUCTION STANDARDS AND THE ILLINOIS ACCESSIBILITY CODE. 6. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM. THE PROPOSED GRADE SUMMARY OF OUANTITIES ' ELEVATIONS SHOWN ON THE PLAN SHEETS ARE THE ELEVATIONS FOR THE CODE NUMBER PAY ITEM UNIT TOTAL FINISHED SURFACE AT THE INDICATED LOCATIONS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REOUIRED PERMITS 35400450 PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 9 I/2" So rD 11 AND/OR APPROVALS REQUIRED TO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SO FT 926 ALL WORK CONDUCTED IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONDUCTED 44000100 PAVEMENT REMOVAL SO YD 21 BY A CONTRACTOR LICENSED AND BONDED BY THE CITY OF DECATUR. 44000300 CURB REMOVAL Foot 22 ' 8. DIMENSIONS FOR THE RADII SHOWN ON THE PLAN SHEETS ARE TO THE FACE 60600605 CONCRETE CURB, TYPE B FOOT 10 OF CURB UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO MEET 60604400 COMBINATION CONCRETE CURB AND GUTTER.TYPE a-6.18 FOOT 55 ALL REGULATORY REOUIREMENTS. 60605000 COMBINATION CONCRETE CURB AND GUTTER,TYPE 8-6.24 FOOT 22 ' 10. AN ENVIRONMENTAL SURVEY WAS NOT PERFORMED AS PART OF THIS 6TIO0100 MOBILIZATION L SUM I DESIGN, x0326390 CONCRETE SLAB REMOVAL SO YD HOT 11. ALL SAW CUTS NECESSARY TO COMPLETE THE WORK AS DETAILED IN =.022800FENLCE THESE PLANS SHALL BE INCLUDED IN THE COST FOR THE VARIOUS PAYEMOVAL FODT 66ITEMS. STR CT10 ' u 12. ALL UTILITIES SHALL BE CONTACTED BEFORE WORK CAN COMMENCE. 13. CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY LINES CAUSED BY HIS/HER ACTIVITIES. ALL WORK REOUIRED TO TEMPORARILY AND PERMANENTLY REPAIR THE UTILITY TO THE ENGINEER'S SATISFACTION SHALL BE AT THE CONTRACTORS EXPENSE. 14. THESE PLANS WERE ESTABLISHED TO MEET THE CURRENT ADA POLICY IN ' a PROVIDING AN ACCESSIBLE ROUTE THROUGHOUT THE PROJECT AREA. THE 3 CONTRACTOR SHALL BE AWARE THE PROPOSED ELEVATIONS ARE PROVIDED FOR GUIDANCE AND SHOULD THE PROPOSED ELEVATION RESULT IN A CROSS SLOPE GREATER THAT 7/, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER 3 TO FORMULATE A SOLUTION. 3 USER—E _.t 6EYERS DESIGNED - REVISED -1 ADDENDUM 6-18-14 F.A. TOTAL SHEET CHASTAIN DI�CATI�R (2")422-8544 CITY OF DECATUR — NORTH STREET SIDEWALK RTE. SECTION cOlMi7r SHEETS No. DRAWN - R KOCHER REVISED - CHICAGO (773)7140050 MACON 7 2 =LOT scaLE =z.eeee.rN CHECKED -J SEYERS REVISED _ &ASSOCIATES LLC ROCKFORD (515)469-0050 GENERAL NOTES,IDOT STANDARDS,AND CITY OF DECATUR STANDARDS sX— —H.—.— 184001397 BLOT GATE 09/16/20L3' DATE - 09/16/2013' REVISED c13NSUISCALES 1"=5' SHEET N0. 2 OF 7 SHEETS I STA. TO STA. ILLMS1 FED.AIDCDNTRACT NO. 2014-33 PN(LECT