STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION OFFICE OF ENGINEERING AMENDMENT NO. 1 TO: IN THE LETTING OF MARCH 17, 2011

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1 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION OFFICE OF ENGINEERING AMENDMENT NO. 1 TO: ALBANY, NEW YORK FEBRUARY 15, 2011 CONTRACT NO. D F. A. PROJECT ONONDAGA COUNTY PIN IN THE LETTING OF MARCH 17, 2011 NOTICE TO PROSPECTIVE BIDDERS 1. An amended Expedite file has been posted at: 2. Delete the following items: ITEM NO. UNIT QUANTITY CONTRACT PROPOSAL PAGE EA LF 420, LF 220, LF 320, LF 152, The Bidder shall not enter a bid for these items. He/she shall CROSS OUT the above items now shown in the Contract Proposal. If the Bidder fails to make these changes the Department will do so and adjust the TOTAL BID accordingly. Delete all other references to the above items in the Contract Plans and Contract Proposal. 1/5

2 3. Change the ESTIMATE QUANTITIES for the following items: ITEM NO. UNIT QUANTITY LF 366, LF 153, The Bidder shall CROSS OUT the ESTIMATE QUANTITIES for the above items now shown in the Contract Proposal and SUBSTITUTE the above quantities for the appropriate item with the bid based on the above quantities. If the Bidder fails to make these changes the Department will do so and adjust the AMOUNT BID and the TOTAL BID accordingly. Change the quantities for the above items in the ESTIMATE OF QUANTITIES on the Contract Plans. 4. The Pay Items listed below are hereby added to the Contract Proposal. BE SURE TO RETURN PAGE 33A1 WITH YOUR BID. PAY ITEMS Wherever in the Contract Plans or Proposal the old item listed below appears, the new item shall apply. OLD ITEM NEW ITEM /5

3 6. Plan sheet deletions/additions/replacements are summarized in the following table: Old Plan Sheet # (Replacement or Deleted Sheets Only) New Plan Sheet # Dwg. # Description of Changes 12 12A1 N-1 Revised Pavement Markings Notes PLEASE BE GOVERNED ACCORDINGLY WHEN SUBMITTING BIDS. 3/5

4 33A1 CPIN DATE 03/17/2011 CONT D PAGE LN # ITEM EST OF UNIT PRICE BID AMOUNT DESCRIPTION QUANTITIES AND UNITS DOLLARS CENTS DOLLARS CENTS ITEM: , LINEAR FT. TEMPORARY PAVEMENT MARKINGS STRIPES (TRAFFIC PAINT) PER LINEAR FT PLEASE BE SURE A BID IS ENTERED FOR EACH ITEM, EXCEPT AS DIRECTED FOR OPTIONAL ITEMS PESGABS(PGABSA) 4/5

5 CHECKED BY ESTIMATED BY DRAFTED BY J. PAPA CHECKED BY J. PAPA DEFINITION THE WORDS "SHALL", "SHOULD", AND "MAY", AS USED IN THE CONTRACT DOCUMENTS, HAVE THE FOLLOWING MEANINGS: SHALL: SHOULD: MAY: DRAINAGE FACILITIES HIGHWAY MAINTENANCE UPON COMPLETION AND ACCEPTANCE OF THIS CONTRACT, THE HIGHWAY WILL CONTINUE TO BE MAINTAINED BY THOSE AGENCIES WHICH HAD JURISDICTION PRIOR TO THIS CONTRACT. INTERSECTING ROADS SIGNS A MANDATORY CONDITION. IN THE DESIGN, APPLICATION, OR LOCATION OF DEVICES, REQUIREMENTS HAVING "SHALL" STIPULATIONS ARE MANDATORY. NO DISCRETION IN FOLLOWING THEM IS ALLOWED. AN ADVISORY CONDITION. WHERE "SHOULD" IS USED IN RELATION TO A PROVISION, THAT PROVISION IS RECOMMENDED, AND NORMALLY IS TO BE FOLLOWED, BUT IS NOT MANDATORY. DEVIATION FROM SUCH PROVISIONS IS PERMISSIBLE IF, AND TO THE EXTENT THERE IS JUSTIFIABLE CAUSE TO DO SO. A PERMISSIVE CONDITION. NO REQUIREMENT FOR DESIGN OR APPLICATION IS INTENDED. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAINAGE CHARACTERISTICS OF THE AREA SO THAT HE MAY PROGRESS HIS WORK EFFICIENTLY WITH FULL KNOWLEDGE OF THE POTENTIAL DRAINAGE PROBLEMS. ALL DRAINAGE SYSTEMS, INCLUDING DITCHES, PIPES AND DRAINAGE STRUCTURES, WITHIN THE CONTRACT LIMITS SHALL BE KEPT CLEAN AND FREE FLOWING FOR THE DURATION OF THE CONTRACT, AOBE. THE EXISTING DITCHES, PIPES AND DRAINAGE STRUCTURES TO BE CLEANED SHALL BE CLEANED AT THE BEGINNING OF THE CONTRACT UNDER THE APPROPRIATE PAY ITEM AND SHALL BE PAID ONLY ONCE. ADDITIONAL CLEANING OF OTHER EXISTING FACILITIES, IF NECESSARY, SHALL GENERALLY BE PAID FOR UNDER THE APPROPRIATE CLEANING ITEM UNLESS OTHERWISE DIRECTED BY THE EIC. NO PAYMENT WILL BE MADE FOR REQUIRED CLEANING OF NEW DRAINAGE FACILITIES INSTALLED AS PART OF THIS CONTRACT. ALL INTERSECTING ROADS WITHIN THE PAVING LIMITS OF THIS PROJECT SHALL BE RESURFACED TO THE END OF THE RADIUS RETURN OR A.O.B.E. UNLESS OTHERWISE SHOWN ON THE CONTRACT PLANS. THE SPECIFIC LOCATIONS OF PAVEMENT TERMINATIONS ON INTERSECTING ROADS SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE WORK BEING PERFORMED. GROUND MOUNTED SIGN PANELS INSTALLED OR RELOCATED UNDER THIS CONTRACT SHALL MEET THE FOLLOWING MOUNTING HEIGHT CRITERIA WHICH MEET OR EXCEED THE REQUIREMENTS SHOWN ON STANDARD SHEET : THE VERTICAL DISTANCE FROM EDGE OF TRAVEL LANE TO BOTTOM OF ALL PRIMARY SIGN PANELS SHALL BE 7 FT. MINIMUM. THE VERTICAL DISTANCE FROM EDGE OF TRAVEL LANE TO BOTTOM OF ALL SECONDARY (SUPPLEMENTARY) SIGN PANELS SHALL BE 6 FT. MINIMUM. IN ADDITION, THE 7 FT. MINIMUM GROUND CLEARANCE REQUIREMENT FOR TYPE B POSTS SHOWN ON STANDARD SHEET STILL APPLIES. THE CONTRACTOR SHALL TAKE THE ABOVE REQUIREMENTS INTO ACCOUNT WHEN BIDDING ALL AFFECTED SIGN POST ITEMS. EMERGENCY REPAIRS THE NOTIFICATIONS REQUIRED BY SECTION SUBSECTION C SHALL BE DONE IN WRITING WITH AN ADDITIONAL COPY PROVIDED TO THE REGIONAL DIRECTOR. SPECIAL NOTES UTILITIES GENERAL NOTES DUE TO THE HEAVY COMMUTER VOLUMES ON THE ROADWAYS TO BE RESURFACED, THERE ARE TIME-OF-DAY RESTRICTIONS FOR LANE CLOSURES. THEY ARE LISTED ON DWG. NO. WZTC-01. QUALITY LEVEL D (QLD): QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING NYSDOT AND/OR UTILITY COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD) THE APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES ENCOUNTERED IN THE WORK COMPLETED UNDER THIS CONTRACT. WHERE NECESSARY, THE CONTRACTOR SHALL PROVIDE TIMBER, PLANK OR OTHER APPROVED MATERIALS AND SECURELY BRACE AND PROTECT THESE UTILITIES. DURING NECESSARY UTILITY RELOCATION WORK, THE CONTRACTOR SHALL COOPERATE IN EVERY WAY WITH THE UTILITY OWNER, AND SHALL SCHEDULE WORK IN SUCH A WAY AS TO COMPLY WITH SHUT DOWN TIMES AND ANY OTHER REQUIREMENTS OF THE UTILITY OWNER. NO ADDITIONAL PAYMENT SHALL BE MADE FOR ANY COST INCURRED DUE TO COMPLYING WITH UTILITY OWNER S REQUIREMENTS. SUCH COSTS SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT. TEMPORARY PAVEMENT MARKINGS TEMPORARY PAVEMENT MARKINGS INSTALLED ON THIS CONTRACT SHALL BE PLACED IN ACCORDANCE WITH SECTION OF THE "STANDARD SPECIFICATIONS". CLEANING AND PREPARATION OF PAVEMENT SURFACES THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING, TWO WEEKS IN ADVANCE OF THE SCHEDULED WORK ACTIVITIES. THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH THE LOCATIONS IDENTIFIED UNDER SECTION "CLEANING AND PREPARATION OF PAVEMENT SURFACES" THREE DAYS IN ADVANCE OF THE SCHEDULED WORK. IF THE DEPTH OF GRINDING EXCEEDS 1/16 OF AN INCH, THE CONTRACTOR SHALL PROPOSE TO THE ENGINEER, IN WRITING, A METHOD TO REPAIR THE EXCESSIVE MILLING/GRINDING FOR REVIEW AND APPROVAL. ANY CORRECTIVE WORK SHALL BE PERFORMED AT NO COST TO NEW YORK STATE. IF VEHICLE DETECTOR LOOPS ARE DISTURBED BY THE CLEANING AND PREPARATIONS ITEM OR BY THE REPAIR WORK, THE CONTRACTOR SHALL PROPOSE TO THE ENGINEER, IN WRITING, A METHOD TO CORRECT THE DAMAGE FOR REVIEW AND APPROVAL. ANY CORRECTIVE WORK SHALL BE PERFORMED AT NO COST TO NEW YORK STATE. PAVEMENT MARKINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL OF EXCESSIVE REFLECTORIZED GLASS BEADS IN ALL LOCATIONS. ANY GLASS BEADS NOT ADHERING TO FRESHLY PLACED PAINT THAT MAY POSE A PEDESTRIAN OR VEHICLE SAFETY HAZARD SHALL BE REMOVED IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL MATERIAL AND EQUIPMENT COSTS NECESSARY FOR SAMPLING AND TESTING OF PAVEMENT MARKINGS (e.g. GRADUATED MACHINIST S RULE, WET FILM GAUGE, SHEET METAL OF KNOWN THICJNESS, MICROMETER) SHALL BE INCLUDED IN THE ITEM BID PRICES UNDER SECTION 685. EXISTING PAVEMENT MARKINGS INVENTORY REQUIREMENT: PRIOR TO THE BEGINNING OF ANY WORK, THE CONTRACTOR SHALL INVENTORY ALL OF THE EXISTING PAVEMENT MARKINGS SO THAT THE EXISTING MARKING PATTERN CAN BE REESTABLISHED UPON THE NEW PAVEMENT SURFACE. THIS INVENTORY SHALL BE SUBMITTED TO THE EIC FOR REVIEW, MODIFICATION, AND APPROVAL. NO PERMANENT MARKINGS SHALL BE PLACED ON THE TOP COURSE UNTIL THE EIC HAS APPROVED THEIR LOCATION. THE COST OF THIS INVENTORY WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS PAVEMENT MARKING ITEMS. UPDATED PAVEMENT MARKINGS: THE 2009 EDITION OF THE MUTCD CONTAINS NEW REQUIREMENTS FOR MARKINGS ON TURN LANES AND LANES AT EXITS. THESE NEW REQUIREMENTS ARE REFLECTED IN THE PAVEMENT MARKING DRAWINGS. THESE NEW REQUIREMENTS SHALL BE INTEGRATED WITH THE EXISTING MARKING INVENTORY SO AS TO RESULT IN A FINISHED PRODUCT IN FULL COMPLIANCE WITH THE 2009 EDITION OF THE MUTCD. COLD MICRO-MILLING MILLING - ITEM & MISC. COLD MILLING - ITEM MILLING SHALL BE CONDUCTED UNDER WET METHODS, OR OTHER SUCH ENGINEERING CONTROLS, SUCH THAT THERE IS NO WORKER EXPOSURE ABOVE THE PERSONAL EXPOSURE LIMIT. EXPOSURE MONITORING SHALL BE CONDUCTED BY EITHER THE NYSDOL OR THROUGH ARRANGEMENT WITH THE CONTRACTOR S INSURANCE COMPANY, WITH RESULTS PROVIDED TO THE ENGINEER-IN-CHARGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING THE EXPOSURE MONITORING AT THE START OF THE MILLING OPERATIONS. AT THE CONTRACTOR S OPTION, A CERTIFIED INDUSTRIAL HYGIENIST MAY BE SECURED INDEPENDENT OF THE N.Y.S.D.O.L., OR THE CONTRACTOR S INSURANCE COMPANY TO PERFORM EXPOSURE MONITORING. THIS OPTION SHALL BE AT THE CONTRACTOR S EXPENSE. RESULTS SHALL BE PROVIDED TO THE ENGINEER-IN-CHARGE. THE CONTRACTOR SHALL PROGRESS THE WORK IN THE TYPICAL MILLING AND RESURFACING SECTION UNDER ONE OF THE FOLLOWING METHODS: METHOD 1: MILL TO THE DEPTH AS SHOWN IN THE TYPICAL SECTION AND PLACE THE TOP COURSE PRIOR TO OPENING TO TRAFFIC (DAILY MILL AND FILL TO FINAL SURFACE). UNDER THIS METHOD, TRAFFIC THROUGHOUT THE ENTIRE TYPICAL MILLING AND RESURFACING SECTION SHALL ALWAYS BE MAINTAINED EITHER ON AN EXISTING SURFACE OR NEW TOP COURSE. THE CHOICE OF THE DAILY SECTION(S) TO BE MILLED AND PAVED SHALL BE SELECTED BY THE CONTRACTOR, PROVIDED THAT A MINIMUM DISTANCE OF 500 FEET IS MAINTAINED BETWEEN CONSTRUCTION OPERATIONS WHEN THESE OPERATIONS ARE ON ALTERNATE SIDES OF THAT PORTION OF THE ROADWAY WITH NO MEDIAN. METHOD 2: MILL TO THE DEPTH AS SHOWN IN THE TYPICAL SECTION PRIOR TO OPENING TO TRAFFIC (DAILY MILL). BEFORE OPENING A MILLED SECTION MILLED TO TRAFFIC, DRAINAGE STRUCTURES, MANHOLES, WATER VALVES, AND OTHER STRUCTURES OR UTILITIES WITHIN THE TRAVEL LANES, SHOULDERS AND PAVED MEDIAN, WITH A VERTICAL RISE OF OVER 1 INCH LONGITUDINALLY, SHALL BE RAMPED. THE TRAVELED WAY SHALL CONFORM TO STANDARD SPECIFICATIONS SECTION A. ALL APPROACHES AND INTERSECTING ROADS SHALL BE SIGNED FOLLOWING THE "STANDARD SPECIFICATIONS", SECTION THE TOP COURSE SHALL BE PLACED WITHIN SEVEN (7) DAYS OF THE SURFACE BEING MILLED. THE CONTRACTOR MAY CLOSE THE LANE OVERNIGHT, COMPLYING WITH THE REQUIREMENTS OF SPECIFICATION SECTION 619. THE MINIMUM LANE WIDTH SHALL BE 12 FEET. THIS SHEET SUPERCEDES SHEET NO. 12 IF THE CONTRACTOR OPTS TO PERMIT TRAFFIC TO TRAVEL OVER THE MILLED SURFACE, HE SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE TRAFFIC, AS WELL AS ANY SURFACE CLEANING NEEDED, AT NO ADDITIONAL COST TO NEW YORK STATE _CPH_GNN-1A.DGN FILE NAME = 11-FEB :28 DATE/TIME = jpapa USER = J. SEXTON JOB MANAGER K. BOWER DESIGNED BY J. PAPA DESIGN SUPERVISOR PREPARED BY: ON: RESTORING DISTURBED AREAS THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO A CONDITION APPROVED BY THE ENGINEER. CONTRACTOR COORDINATION THE CONTRACTOR SHALL COORDINATE WORK ACTIVITIES WITH OTHER PROJECTS WITHIN THE WORK LIMITS. THE CONTRACTOR S ATTENTION IS DIRECTED TO THE SPECIAL NOTE WITHIN THE PROJECT PROPOSAL. D261654, BEAR ROAD ALONG RTE 481 AND D261018, BEARING REPLACEMENT FOR THE MATTYDALE VIADUCT WILL BE IN CONSTRUCTION DURING THIS CONTRACT. THE CONTRACTOR SHALL NOTIFY THE CITY OF SYRACUSE DEPARTMENT OF AVIATION AT (315) AND NEW YORK STATE POLICE TROOP D AT (315) DAYS PRIOR TO CLOSING THE SERVICE ROADS AND RAMPS TO COL. EILEEN COLLINS BLVD. ALTERED BY: ON: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. AS BUILT REVISIONS DESCRIPTION OF WORK: SIGNATURE DOCUMENT NAME: _CPH_GNN-1A.DGN DATE 81-I INTERSTATE ROUTE 505 (MATTYDALE TO BREWERTON) COUNTY: ONONDAGA PIN PS&E DATE UTILITY QUALITY LEVEL D ROLLER TRAIN FOR 6.3 POLYMER-MODIFIED HMA TOP COURSE THE COMPACTION OF THE MAINLINE 6.3 MIX DESIGNS SHALL INCLUDE FOUR (4) VIBRATORY DRUM PASSES, PERFORMED BY IDENTICAL ROLLERS IN A TANDEM ROLLING OPERATION, FOLLOWED BY THE REQUIRED TWO (2) STATIC ROLLER PASSES WITH A (THIRD) FINISH ROLLER. CONTRACT STATIONING THE CONTRACT "STATIONING" IS BASED ON REFERENCE MARKERS. CONTINUOUS, CONVENTIONAL STATIONING DOES NOT EXIST FOR THE LENGTH OF THIS PROJECT. NOTE THAT THE NORTHBOUND AND SOUTHBOUND REFERENCE MARKERS ARE NOT OPPOSITE ONE ANOTHER ON THE ROADWAY. THEREFORE THE PREFIX "NB" OR "SB" WILL PRECEDE THE ACTUAL REFERENCE MARKER NUMBER. EACH FRONTAGE ROAD AND RAMP HAVE A DIFFERENT REFERENCE MARKER DESIGNATION, WHICH IS DIFFERENT THAN THAT OF MAINLINE I-81. THESE DESIGNATIONS ARE USED ON THE DRAWINGS. MARKERS MISSING IN THE FIELD ARE SHOWN ON THE PLANS WITH TEXT TO INDICATE THEY ARE NOT IN THE FIELD. (N.I.F.) THE HIGHWAY PLAN VIEW DRAWINGS CONTAINED IN THIS PACKAGE HAVE BEEN DEVELOPED FROM AERIAL PHOTOGRAPHS, RECORD PLANS AND FIELD MEASUREMENTS FROM EXISTING REFERENCE MARKERS AND INTERCHANGES. NO SURVEY WAS PERFORMED. RECORD PLANS ARE AVAILABLE FOR REVIEW AT THE NYSDOT REGION 3 OFFICE, SENATOR HUGHES STATE OFFICE BLDG. AT 333 EAST WASHINGTON STREET, 7TH FLOOR, SYRACUSE, NEW YORK TACK COAT FOR 6.3 TOP COURSE HMA THE TACK COAT FOR THE 6.3 PAVING ITEM IS A STRAIGHT EMULSION IN A HARDER GRADE. THE CONTRACTOR WILL SET UP THE APPLICATOR TRUCK SPECIFICALLY TO APPLY THE HEAVIER EMULSION, INCLUDING RUNNING TEST STRIP APPLICATIONS IN A YARD SOMEWHERE OFF THE PROJECT SITE. THE CONTRACTOR WILL ASSESS THE NEED TO CHANGE SPRAY NOZZLES AND ALTER LINE PRESSURE FOR THE DIFFERENT TACK PRODUCT. ON THE FIRST DAY OF PAVING, IF THE APPLICATOR TRUCK IS NOT CAPABLE OF SPRAYING THIS TACK IN AN OVERLAPPING FAN-TYPE PATTERN RESULTING IN 90% COVERAGE, THE DAY S PAVING WILL BE LIMITED TO WHAT HOT MIX IS ON THE ROAD AND THE CONTRACTOR WILL BE ORDERED TO RESET THE TRUCK S EQUIPMENT AND TEST OFF-SITE AGAIN. BRIDGES CULVERTS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED GENERAL NOTES - I REVISED FOR AMENDMENT ONE 5/5 CONTRACT NUMBER D DRAWING NO. N-1 SHEET NO. 12A1 NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 03