March 22, 2017 ADDENDUM NO. 5 FOR Passenger Security ... · PDF filePassenger Security Checkpoint Expansion CHICAGO MIDWAY INTERNATIONAL AIRPORT ... T-210 Added camera tags to clarify

ADDENDUM NO. 5 / SPECIFICATION NO. 343853 Page 1 of 3

March 22, 2017

ADDENDUM NO. 5

FOR

Passenger Security Checkpoint Expansion

CHICAGO MIDWAY INTERNATIONAL AIRPORT

SPECIFICATION NO. 343853

For which Bids are due in the office of the Chief Procurement Officer, Department of Procurement Services, Bid & Bond Room 103, City Hall, 121 N. LaSalle Street, Chicago, IL 60602 at 11:00 a.m., Central Time on March 28, 2017. The following additions and revisions are incorporated into the above-referenced Specification (the "Contract Documents") as noted. All other provisions and requirements as originally set forth, except as amended by previous addenda, remain in full force and are binding. Any additional work required by this Addendum shall conform to the applicable provisions of the original Contract Documents. BIDDER MUST ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED ON THE PROPOSAL EXECUTION PAGE.

SECTION 1. NOTICE OF REVISIONS/CHANGES/CLARIFICATIONS

1. Bid opening has been extended to April 4, 2017, 11:00 a.m. Central Time.

SECTION 2. DRAWINGS

Drawing Number

Volume 1 Change

AP-001 Revised note 18.

AP-200 Added additional clarification that cones must not be used during night time lane closures

AP-213 1. Added 3 additional signs within the landscaped median 2. Added Note 8 to clarify that cones must not be used during night time lane closures

AP-214 1. Added 2 additional arrowboards (one north of project; one south of project) 2. Added 2 additional signs within the landscaped median 3. Added Note 7 to clarify that cones must not be used during night time lane closures

AP-215 1. Added 2 additional signs within the landscaped median 2. Added Note 8 to clarify that cones must not be used during night time lane closures

AP-219 1. Added 1 additional “Detour Ahead” sign along 55th 2. Added linework to indicate that “Detour Ahead” signs are illuminated


AP-220 This sheet replaces AP-220 that showed a detour route around the Airport. This sheet shows lane closures required for pcc pavement restoration along Cicero Ave. The detour route previously shown has been eliminated with this addendum.

AP-221 This sheet replaces AP-221 that showed a detour route around the Airport. This sheet shows lane closures required for pcc pavement restoration along Cicero Ave. The detour route previously shown has been eliminated with this addendum.

AP-228 Added 1 sign indicating “2 Left Lanes Closed Ahead”

T-001 Revised camera schedule to clarify camera types

T-107 Added camera tags to clarify camera types






SECTION 4. TECHNICAL SPECIFICATIONS

Section Number

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01 55 26 Added the two following IDOT Special Provisions: Wet Reflective Temporary Tape Type III (D1) and Pavement Marking Removal (BDE)

05 12 00 Revised Paragraph 3.06 C. (Section was not included with Addendum 4 as indicated)

23 09 20 Revised items in Article 1.05, B. (See attached revised Section 23 09 20).

SECTION 5. RESPONSES TO QUESTIONS/REQUESTS FOR CLARIFICATION

The following questions and requests for clarification were submitted in accordance with the instructions provided in the Contract Documents. The City’s response (shown in bold italics) follows each question or request for clarification in the table below:

Question 1: Based on the following construction prints, the T-001 provides a key legend on four different camera types and an adapter mount shown as V1 through V5. The subsequence Technology pages (T-107, T-110, T-204, T-207, T-208 and T-210) show the placement of all cameras but do not provide the camera type from the key legend (V1-V5) on any of the 296 cameras plotted. Asking for an updated layout or specification document that shows what the camera types are for every camera plotted within the Technology section (T-107, T-110, T-204, T-207, T-208 and T-210).

Response See attached, revised contract documents. Refer to addendum 5 floor and RCP plans for updated camera tags identifying each camera type.

Question 2: Within Addendum 4, page 28 23 10-9 states: "The system shall use Commissioner existing provided workstations for live camera viewing, recorded image playback, camera control and all system setup and programming." Within the same Addendum 4, page 28 23 10-14 it states: "A. Viewing Workstations: Hardware furnished and installed by Contractor. Software furnished, installed and programmed by contractor." Provide an understanding as to who is to furnish, install and program the workstations for the project or if there will be a separation in duties and


responsibilities.

Response The contractor shall provide all equipment and components including system software and programming.

Question 3: Within Addendum 4, page 28 23 10-9 states: "The cameras, monitors and video management software shall use Commissioner provided TCP/IP network for communication and control." On pages 28 23 10-16 and 28 23 10-17 states: "Core Switch: Hardware provided by Contractor, Software furnished, installed and programmed by Contractor."

Response The contractor shall provide all equipment and components including system software and programming.

Question 4: Please reference bid plan sheet AP-001 ‘CONSTRUCTION PHASING NARRATIVE & GENERAL NOTES.’ Specifically general phasing note 18 which defines the Contractor’s responsibility to relocate existing ‘security screening equipment using an approved TSA subcontractor.’ We respectfully ask for a list of approved TSA subcontractors which can perform the required scope of work associated with the screening equipment.

Response The Contractor should not consider the physical moving of TSA equipment as part of their base bid. The Contractor must coordinate all equipment movements with the Commissioner and TSA, and all approved equipment moves will be performed by the TSA approved vendor, separate from this contract. See attached revised drawing sheet AP-001.

In accordance with Section 13 of the “Requirements for Bidding and Instructions for Bidders” in Part One of Three: Interpretation of Contract Documents, the deadline for questions has passed. No additional questions will be answered prior to bid opening except as the Chief Procurement Officer, in her sole discretion, deems to be in the best interest of the City.

END OF ADDENDUM NO. 5

CITY OF CHICAGO JAMIE L. RHEE DEPARTMENT OF PROCUREMENT SERVICES CHIEF PROCUREMENT OFFICER

GENERAL PHASING NOTES1.

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IN ESTABLISHING THE SCHEDULE FOR THIS CONTRACT, THE CONTRACTOR MUST CONSIDER THE FOLLOWING: NOADDITIONAL COMPENSATION OR EXTENSION OF TIME FOR COMPLETION OF THE PROJECT, OR ANY PHASE OF THEPROJECT WILL BE ALLOWED DUE TO THE PHASING OF THE WORK, OR DUE TO THE WEATHER CONDITIONS WHICHMAY IMPEDE THE PROGRESS OF THE WORK, EXCEPT AS ALLOWED IN ARTICLE VIII-B.4 OF PART 2 (GENERALCONDITIONS) OF THE SPECIFICATIONS. THE CONTRACTOR MAY WORK SEVEN (7) DAYS PER WEEK AS REQUIREDIN ORDER TO COMPLETE THE ENTIRE PROJECT AS SPECIFIED HEREIN.

THE CONTRACTOR MUST COORDINATE WITH ALL OTHER CONTRACTORS DOING WORK ON OR ABOUT THEPROJECT SITE, TO THE MUTUAL BENEFIT OF ALL, IN COMPLETING THEIR RESPECTIVE WORK.

IF THE COMMISSIONER SUSPENDS WORK, THE CONTRACTOR MUST REMOVE FROM THE PROJECT SITE ALLEQUIPMENT, MACHINERY AND MATERIALS. AREAS BARRICADED SHALL REMAIN AS MANDATED BY THECOMMISSIONER.

THE CONTRACTOR MUST COMPLETE CLEAN UP AND RESTORATION OF THE ENTIRE PROJECT AREA, INCLUDINGSTAGING AND STORAGE AREAS, AS APPROVED BY THE COMMISSIONER WITHIN THIRTY (30) DAYS OF THECONTRACT SUBSTANTIAL COMPLETION DATE FOR EACH MILESTONE.

THE PHASING PLANS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL DEVELOP AND SUBMIT FORAPPROVAL A DETAILED CONSTRUCTION PHASING PLAN WHICH COMPLIES WITH ALL OPERATIONAL RESTRICTIONSLISTED IN THE CONTRACT DOCUMENTS. THE CONSTRUCTION SEQUENCES SHOWN/NOTED ON THE PHASINGDRAWINGS ARE SUGGESTED SEQUENCES. IT IS NOT THE INTENT OF THE PHASING PROGRAM TO DEFINE EVERYDETAIL OF WORK OR TO DEFINE THE MEANS, METHODS AND MATERIALS INVOLVED IN THE PHASING, EXCEPT ASMAY BE REQUIRED BY THE COMMISSIONER OR OTHER AGENCIES HAVING JURISDICTION. IT IS SOLELY THECONTRACTOR’S RESPONSIBILITY TO COORDINATE THE VARIOUS PHASES TO ASSURE THE EFFICIENT, TIMELY,AND SAFE PROGRESSION OF THE WORK.

CONTRACTOR TO TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT ADJACENT PROPERTY, UTILITIES,VEHICULAR TRAFFIC AND PEDESTRIANS.

CONTRACTOR TO NOT INTERFERE WITH AIRPORT OPERATIONS. SEE SPECIFICATIONS BOOK 2 FOR ADDITIONALPROCEDURES AND REQUIREMENTS.

PHASING DRAWINGS INCLUDED DESCRIBE THE NUMBER OF SECURITY LANES REQUIRED FOR TSA TO MAINTAINNORMAL OPERATION OF THE SECURITY CHECKPOINT.

PEAK HOURS: CONSTRUCTION IS PHASED TO ALLOW CONTINUOUS AND UNINTERRUPTED USE OF THEPASSENGER SECURITY CHECKPOINT. BETWEEN THE HOURS OF 5:00AM AND 900PM THE FOLLOWING ITEMS MUSTBE PROVIDED:

SECURITY LANES – TOTAL NUMBER AS INDICATED BY PHASE, WITH INDIVIDUAL LANES GENERALLYREPLICATING EXISTING CONFIGURATIONS. PROVIDE TEMPORARY OR PERMANENT POWER, DATACONNECTIONS, AND SECURITY CAMERAS FOR A FULLY FUNCTIONAL CHECKPOINT.A 10-FOOT WIDE DEDICATED EXIT PATH - SEPARATED BY A BARRIER A MINIMUM OF 8 FEET HIGH FROMSCREENING AREAS, MUST BE PROVIDED FOR ARRIVING PASSENGERS (CONNECTING FROM THE AIRSIDETERMINAL BUILDING TO THE LANDSIDE TERMINAL BUILDING).THE EXISTING STAIRS, ESCALATORS, AND ELEVATORS - FROM THE LOWER-LEVEL INTERNATIONAL ARRIVALS(AIRSIDE) MUST BE MAINTAINED WITH A DIRECT CONNECTION TO THE DEDICATED EXIT PATH AND CANNOTCOMINGLE WITH SECURITY-CLEARED PASSENGERS.ESCALATORS – DIRECTION AND TOTAL NUMBERS AS INDICATED BY PHASE.FOUR ELEVATORS - SERVING ALL FLOORS.MEZZANINE “PINCH POINTS” - BETWEEN THE EXISTING ESCALATORS AND ELEVATORS MUST BE MAINTAINEDAT NO-LESS THAN 10-FEET.ALL ARRIVAL ROADWAY VEHICULAR LANES.ALL DEPARTURE ROADWAY VEHICULAR LANES.

OFF-PEAK HOURS: BETWEEN THE HOURS OF 9:00PM - 12:00AM AND 3:00AM TO 5:00AM THE FOLLOWING ITEMSMUST BE PROVIDED:

4 TOTAL SECURITY LANES, WITH INDUVIAL LANES GENERALLY REPLICATING EXISTING CONFIGURATIONS.PROVIDE TEMPORARY OR PERMANENT POWER, DATA CONNECTIONS, AND SECURITY CAMERAS FOR A FULLYFUNCTIONAL CHECKPOINT.A 10-FOOT WIDE DEDICATED EXITING PASSENGER PATH MUST BE PROVIDED, SEPARATED BY A MINIMUM OF 8FEET HIGH BARRIER BETWEEN THE SCREENING AREAS AND EXITING (ARRIVAL) PASSENGERS (CONNECTINGFROM THE AIRSIDE TERMINAL BUILDING TO THE LANDSIDE TERMINAL BUILDING).THE EXISTING STAIRS, ESCALATORS, AND ELEVATORS FROM THE LOWER-LEVEL INTERNATIONAL ARRIVALSMUST BE MAINTAINED WITH A DIRECT CONNECTION TO THE DEDICATED EXIT PATH AND CANNOT COMINGLEWITH SECURITY-CLEARED PASSENGERS.ONE “DOWN” ESCALATOR FROM THE TICKETING LEVEL TO THE MEZZANINE LEVEL (NEW OR EXISTING).ONE “UP” ESCALATOR FROM THE MEZZANINE LEVEL TO THE TICKETING LEVEL (NEW OR EXISTING).ONE “DOWN” ESCALATOR FROM THE MEZZANINE LEVEL TO THE BAGGAGE LEVEL (NEW OR EXISTING).ONE “UP” ESCALATOR FROM THE BAGGAGE LEVEL TO THE MEZZANINE LEVEL (NEW OR EXISTING).TWO ELEVATORS SERVING ALL FLOORS.THE MEZZANINE “PINCH POINTS” BETWEEN THE EXISTING ESCALATORS AND ELEVATORS MUST BE MAINTAINEDAT NO-LESS THAN 10-FEET. ONE SIDE OF THE MEZZANINE MAY BE CLOSED.ARRIVAL ROADWAY CLOSURES - AS INDICATED BY PHASE AND AS SHOWN ON THE MAINTENANCE OF TRAFFICPLANS.DEPARTURES ROADWAY CLOSURES - AS INDICATED BY PHASE AND AS SHOWN ON THE MAINTENANCE OFTRAFFIC PLANS.

CLOSED: BETWEEN THE HOURS OF 12:00AM AND 3:00AM, MAINTAIN A MINIMUM OF ONE ROADWAY LANE PERLEVEL (ARRIVALS AND DEPARTURES ROADWAY), AND ONE LANE NORTH BOUND AND SOUTH BOUND ON CICEROAVE. WITH ADDITIONAL FULL LANE CLOSURES AS APPROVED BY IDOT AND CDA.

CHECKPOINT PEAK, OFF-PEAK, AND CLOSED HOURS DEPEND ON SCHEDULED FLIGHTS AND ANTICIPATEDPASSENGER LOADS. CONTRACTOR MUST COORDINATE WITH TSA AND CDA DAILY TO DETERMINE THE EXACTHOURS OF OPERATION.

ALL WORK IN THE PUBLIC WAY REQUIRES PERMITS AND COORDINATION WITH THE CHICAGO DEPARTMENT OFAVIATION, THE ILLINOIS DEPARTMENT OF TRANSPORTATION, AND THE CITY OF CHICAGO OFFICE OF EMERGENCYMANAGEMENT AND COMMUNICATIONS.

ROADWAY LIGHTING MUST BE PROVIDED AT ALL-TIMES THROUGH ANY COMBINATION OF NEW, EXISTING, ORTEMPORARY FIXTURES AND APPROVED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION.

CONSTRUCTION ACTIVITIES MUST BE CONTAINED BEHIND FULLY ENCLOSED BARRIERS AT ALL TIMES; ANDCOMPLETELY ISOLATED FROM THE PUBLIC. TEMPORARY BARRICADES AND WALL PANELS SHALL BE TYPE X GWBPAINTED TO MATCH ADJACENT FINISHES OR EQUAL AS APPROVED BY THE COMMISSIONER PRIOR TOINSTALLATION.

CONSTRUCTION ACTIVITIES DURING PEAK TRAVEL TIMES THAT IMPACT AIRPORT OPERATIONS MUST BEAPPROVED BY THE COMMISSIONER AND TSA.

EMERGENCY EGRESS STAIRS, FIRE PROTECTION SYSTEMS, LIFE-SAFETY SYSTEMS, COMMUNICATION SYSTEMS,LIGHTING, SECURITY SYSTEMS, ETC. MUST BE FULLY OPERATIONAL AND AVAILABLE FOR USE DURING ALLPHASES, AND PRIOR TO OPENING A NEWLY COMPLETED PORTION OF THE WORK.

CONTRACTOR WILL BE RESPONSIBLE FOR FOR COORDINATING LANE MOVEMENTS WITH TSA & COMMISSIONER.ALL SCREENING EQUIPMENT RELOCATION WILL BE PERFORMED BY THE TSA OUTSIDE OF THIS CONTRACT.EQUIPMENT MUST BE RELOCATED DURING OFF-PEAK AND CLOSED HOURS. EQUIPMENT MUST BE FULLYOPERATIONAL AND AVAILABLE PRIOR TO THE START OF THE NEXT PEAK PERIOD HOURS.

AT NO-TIME SHALL THE CONTRACTOR INTERFERE WITH AIRPORT OPERATIONS OUTSIDE OF THE WORK AREA,INCLUDING GATES, BAGGAGE CLAIMS, AND TICKET COUNTERS.

CONTRACTOR TO PROVIDE GRAPHIC SIGNS WARNING THE PUBLIC OF HAZARD AREAS, TO BE APPROVED BY THECOMMISSIONER, AT NO ADDITIONAL COST TO THE CONTRACT.

ADDITIONAL SIGNS MAY BE REQUIRED AS DIRECTED BY THE COMMISSIONER AT NO ADDITIONAL COSTS.

THE CONTRACTOR IS RESPONSIBLE FOR MONITORING ADJACENT TERMINAL BUILDING AND THE BAGGAGETUNNEL, FOR DAMAGE AND MOVEMENT THROUGH CONSTRUCTION. THE WORK WILL INCLUDE, BUT IS NOTLIMITED TO, FURNISHING, INSTALLING, CALIBRATING, MONITORING, MAINTAINING, AND REMOVING ALLNECESSARY EQUIPMENT AND APPARATUS FOR A COMPLETE MONITORING SYSTEM.

CONTRACTOR TO CONFIRM LOAD BEARING CAPACITY AT ALL SURFACES AND STRUCTURES PRIOR TO SETTINGEQUIPMENT OR MATERIAL. THIS MUST BE PERFORMED BY A LICENSED STRUCTURAL ENGINEER HIRED BY THECONTRACTOR AT NO ADDITIONAL COST.

CONTRACTOR WILL BE ALLOWED TO STORE MATERIALS AND EQUIPMENT ONLY IN AREAS APPROVED BY THECOMMISSIONER AND IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

ALL EXISTING FIRE HYDRANTS AND SIAMESE CONNECTIONS TO REMAIN ACCESSIBLE WITH REQUIREDCLEARANCES.

CONTRACTOR TO COORDINATE WITH THE COMMISSIONER REGARDING THE LOCATION AND PLACEMENT OFCONTRACTOR’S ON-SITE WORK TRAILER AND OFF-SITE STAGING AREAS.

CONTRACTOR IS DIRECTED TO THE SPECIFICATIONS FOR ADDITIONAL SPECIFIC REQUIREMENTS.

UTILITY REQUIREMENTS

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EXISTING UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS COMPILED BASED ON THE BEST AVAILABLEUTILITY RECORDS. THE CONTRACTOR MUST PROVIDE A UTILITY LOCATOR AND VERIFY THE ACTUAL LOCATIONPRIOR TO CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIESIN PLACE UNLESS OTHERWISE NOTED OR SPECIFIED. THE COMMISSIONER AND CDA BEAR NO RESPONSIBILITYFOR UTILITIES NOT SHOWN ON THE DRAWINGS. ANY AND ALL DAMAGE TO EXISTING UTILITIES MUST BE REPAIREDIMMEDIATELY AT THE CONTRACTOR'S EXPENSE. EXCAVATION IMMEDIATELY NEAR UTILITIES MUST BE DONE BYHAND. UTILITIES INTERFERING WITH CONSTRUCTION MUST BE RESET OR RELOCATED BY THE UTILITY COMPANYCONCERNED UNLESS NOTED OTHERWISE OR OTHER ARRANGEMENTS HAVE BEEN MADE WITH THE UTILITYCOMPANY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANYTO DETERMINE WHO WILL PERFORM THE WORK. THE CONTRACTOR MUST CONTACT UTILITY COMPANIES ATLEAST SEVENTY-TWO (72) HOURS PRIOR TO BEGINNING CONSTRUCTION. FOR RELOCATION OF COMED ANDOTHER UTILITY FACILITIES, CONTRACTORS MUST KNOW THAT ACTUAL COMPLETION OF ANY RELOCATION WILLTAKE SEVERAL WEEKS OR MONTHS AT A MINIMUM, DEPENDENT ON SCOPE. CONTRACTOR MUST COORDINATEWITH THE COMMISSIONER FOR ANY WORK NECESSARY TO RELOCATE, REMOVE, DISCONNECT, OR CONNECT TOCOMED FACILITIES.

ACCESS TO ALL FAA FACILITIES AND EQUIPMENT MUST BE MAINTAINED AT ALL TIMES. A CLEAR, SAFE, ANDUNOBSTRUCTED PATH TO THE SITE FOR FAA TECHNICIANS MUST BE MAINTAINED FOR ALL PHASES OF THEPROJECT. TO ACCESS FAA FACILITIES, NOTIFICATION IS 5 DAYS IN ADVANCE FOR FAA ASSISTANCE. REQUESTFOR FAA ASSISTANCE FORM MUST BE USED FOR THIS PURPOSE.

ALL EXISTING UTILITIES SERVING THE AIRPORT MUST REMAIN IN CONTINUOUS OPERATION DURING THE EXECUTIONOF THE WORK, UNLESS REMOVED UNDER THIS OR SEPARATE CONTRACTS. THESE UTILITIES INCLUDE, BUT ARENOT LIMITED TO THE FOLLOWING: CITY, FAA, AT&T, PEOPLES GAS, COMED, CONTROL AND COMMUNICATIONCABLES, WATER LINE, FUEL LINES, SEWER AND DRAINAGE LINES. THE CONTRACTOR MUST CONTACT "J.U.L.I.E."OR "DIGGER", AND THE COMMISSIONERS OF ALL UTILITIES PRIOR TO THE START OF THE WORK SO THAT THECOMMISSIONERS MAY LOCATE AND STAKE THEIR UTILITIES. THE CONTRACTOR MUST NOTIFY THE COMMISSIONER,IN WRITING, FORTY-EIGHT (48) HOURS PRIOR TO THE UTILITY COMMISSIONER LOCATING THE UTILITY.

THE CONTRACTOR MUST PROVIDE SEVENTY-TWO (72) HOURS NOTICE PRIOR TO ANY OUTAGES OR SHUTDOWNSTO THE COMMISSIONER AND THE AGENCY OWNING THE AFFECTED UTILITY. THE CONTRACTOR MUST PROVIDEANY TEMPORARY CONNECTIONS OR OTHER MEASURES AS MAY BE REQUIRED TO MAINTAIN SERVICE AT NOADDTIONAL COST TO THE COMMISSIONER. ALL TEMPORARY CONNECTIONS WILL BE AT THE EXPENSE OF THECONTRACTOR AND TO THE SPECIFICATIONS OF THE COMMISSIONER, FAA OR AFFECTED UTILITY.

NO EXCAVATION ACTIVITIES OR DISRUPTION OF ANY SURFACE IS TO BE UNDERTAKEN UNTIL THE COMMISSIONERHAS REVIEWED THE SITE FOR UTILITY DELINEATION AND HAS AUTHORIZED THE CONTRACTOR TO PROCEED.

CONTRACTOR OPERATIONS SUCH AS TRENCHING, JACKING OF PIPE OR CASINGS, EXCAVATION FOR PAVEMENTSOR STRUCTURES, SITE GRADING AND VEHICULAR TRAFFIC OVER EARTH AREAS WILL OCCUR IN THE VICINITY OFFACILITIES, INCLUDING, BUT NOT LIMITED TO EQUIPMENT HOUSES, DUCT BANKS, AND DIRECT BURIED CABLES.THESE FACILITIES ARE CRITICAL TO THE OPERATION OF THE AIR TRAFFIC CONTROL SYSTEM AND MUST NOT BEDISTURBED. THE FAA REGARDS THE PROSPECT OF FAILURE OF AIR TRAFFIC CONTROL SYSTEMS CAUSED BYCONTRACTOR NEGLIGENCE WTH UTMOST CONCERN, AND MAINTAINS A ZERO TOLERANCE POLICY.

THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES WITHIN TEN (10) FEET OF ANY PROPOSEDUTILITIES LOCATION. UTILIZING NONDESTRUCTIVE METHODS OF LOCATING THE UTILITIES AS APPROVED BY THECOMMISSIONER OR BY HAND DIGGING.

ALL EXCAVATING WITHIN FIVE (5) FEET EITHER SIDE OF EXISTING CABLES OR OTHER EXISTING UTILITY LINESMUST BE PERFORMED BY HAND OR BY VACUUM EXCAVATION METHODS, SUBJECT TO THE COMMISSIONER'SAPPROVAL. COSTS FOR SUCH EXCAVATION WILL NOT BE PAID FOR SEPARATELY, BUT CONSIDERED INCLUDED INTHE CONTRACT PRICE. ANY CABLE OR OTHER EXISTING UTILITY LINE THAT IS DAMAGED DURING THEPERFORMANCE OF THIS CONTRACT IS TO BE REPAIRED IMMEDIATELY BY THE CONTRACTOR, TO THESATISFACTION OF THE COMMISSIONER AND AT THE CONTRACTOR'S EXPENSE. DURING THE TIME THAT THE ABOVETYPES OF CABLE OR UTLITIES ARE OUT OF SERVICE DUE TO THE CONTRACTOR'S OPERATIONS, ALL CONTRACTWORK WILL BE SUSPENDED UNLESS OTHERWISE DIRECTED BY THE COMMISSIONER IN WRITING. THECONTRACTOR MUST HALT ALL OPERATIONS UNTIL SERVICE IS RESTORED. THE CONTRACTOR WILL NOT BEALLOWED TO MAKE CLAIMS FOR EXTRA COSTS OR TIME EXTENSIONS DUE TO SUCH STOPPAGE OF WORK.

THE CONTRACTOR MUST PREPARE AND SUBMIT CONSTRUCTION DRAWINGS TO THE COMMISSIONER FORAPPROVAL, WHICH CLEARLY AND ACCURATELY DEPICT THE METHODS AND MEANS BY WHICH THE CONTRACTORINTENDS TO PROTECT, SHORE, SUPPORT, BRACE, ETC..., EXISTING UTILITIES WHEN THE WORK AFFECTS ADUCTBANK, CABLE, SEWER, OR OTHER UTILITIES WITHIN THE PROJECT SITE.

IN ACCORDANCE WITH THE GENERAL CONDITIONS, THE CONTRACTOR MUST NOT START ANY WORK WHICH MAYAFFECT EXISTING CITY, FAA, TELEPHONE UTILITY (E.G., AT&T), COMED, PEOPLES GAS, OR OTHER PRIVATE UTILITYCABLES, PIPELINES, OR SEWERS UNTIL THE COMMISSIONER HAS APPROVED SHOP DRAWINGS AND PROCEDURESFOR PROTECTION OF THE UTILITY.

COMED AND OTHER UTILITY COMMISSIONERS REQUIRE FULL ACCESS TO ALL THEIR FACILITIES AT ALL TIMESDURING ALL PHASES OF CONSTRUCTION.

ALL OVERHEAD LINES IN THE PROJECT AREA OR ON DESIGNATED HAUL AND ACCESS ROADS MUST BE IDENTIFIEDWITH WARNING SIGNS.

STAGING AND STORAGE AREASA STAGING AREA SHALL BE MADE AVAILABLE FOR CONTRACTOR'S MOBILIZATION, STORAGE, AND EMPLOYEEPARKING AS SHOWN ON THE CONTRACT DRAWINGS. THIS AREA MUST BE PREPARED, MAINTAINED DAILY, ANDRESTORED TO THE ORIGINAL CONDITION, TO THE APPROVAL OF THE COMMISSIONER, WITHIN THIRTY (30)DAYS OF THE COMPLETION OF THE PROJECT, AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR MUST STORE ALL EQUIPMENT, VEHICLES, AND MATERIALS ONLY IN THOSE STAGING AREASSHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE COMMISSIONER.

THE EXACT LIMITS, LIGHTING, ENVIRONMENTAL, AND SECURITY REQUIREMENTS OF THE CONTRACTOR'SSTAGING AND STORAGE AREAS MUST BE ESTABLISHED BY THE CONTRACTOR SUBJECT TO APPROVAL OF THECOMMISSIONER. ANY AND ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S OPERATIONS MUST BEARRANGED FOR AND PAID FOR BY THE CONTRACTOR AND PAID DIRECTLY TO THE APPROPRIATE UTILITY. THEUTILITY ARRANGEMENTS WILL BE SUBJECT TO THE APPROVAL OF THE COMMISSIONER. ALL COSTASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREAS WILL BE BORNE BY THE CONTRACTOR.THIS INCLUDES, BUT IS NOT LIMITED TO, CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALLTEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITY FENCING, EROSION AND SEDIMENT CONTROL,CLEANUP, AND RESTORATION OF THE SITE TO ITS ORIGINAL CONDITION.

EXCESS SOILS, EXCESS MILLED ASPHALT CONCRETE, CONCRETE RUBBLE, AND UNSUITABLE EXCAVATION MAYBE DISPOSED OF OFF-SITE ACCORDING TO LOCAL LAWS AND REGULATIONS. NO SEPARATE PAYMENT WILL BEMADE FOR THE DISPOSAL OF THESE MATERIALS AND IT WILL BE CONSIDERED INCLUDED IN THE OVERALLCONTRACT PRICE. THE CONTRACTOR MUST PROVIDE WRITTEN DOCUMENTATION TO THE CITY OF CHICAGOAND THE CDA INDICATING THE LOCATION AND QUANTITY OF ANY MATERIAL DISPOSED OF OFF MIDWAYINTERNATIONAL AIRPORT PROPERTY. ANY SALVAGED ITEMS ARE TO REMAIN THE PROPERTY OF THE CITY OFCHICAGO AND DELIVERED TO A LOCATION AT MIDWAY AIRPORT PROPERTY OR AS DIRECTED BY THECOMMISSIONER, UNLESS OTHERWISE INDICATED.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROTECTION OF THE WORKSITE.

TRAFFIC CONTROL, SAFETY REQUIREMENTS AND IDBADGING PROCESS

THE CONTRACTOR MUST COORDINATE OFF-SITE HAUL AND ACCESS ROUTES WITH THE PARTY HAVINGJURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL AND ACCESS ROUTES MUST BE MAINTAINED BY THECONTRACTOR AND MUST BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS AHAUL ROUTE. FENCING, DRAINAGE, GRADING, RESURFACING, OR OTHER WORK NECESSARY TO CONSTRUCT ANDMAINTAIN HAUL ROUTES ON THE AIRPORT IS THE CONTRACTOR'S RESPONSIBILITY AT NO COST TO THECOMMISSIONER AND MUST BE APPROVED BY THE COMMISSIONER PRIOR TO THE WORK.

THE CONTRACTOR MUST REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS, STAGING AREA OR DESIGNATEDHAUL ROUTES UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE COMMISSIONER.

THE CONTRACTOR MUST BE RESPONSIBLE FOR TRANSPORTING EMPLOYEES AND/OR VISITORS BETWEEN ACCESSGATES AND THE PROJECT SITE/WORK AREA(S), IF NECESSARY.

THE CONTRACTOR IS TO PLAN HIS/HER CONSTRUCTION OPERATION SO THAT MATERIAL, EQUIPMENT, SUPPLIESAND WORKING PERSONNEL NECESSARY TO DO THE WORK WILL ENTER AND LEAVE THE CONTRACT SITE VIA THEGATES AND ROUTES DESIGNATED ON THE DRAWINGS. NO PERSONAL VEHICLES WILL BE PERMITTED WITHIN THEAOA. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION, REPAIR, AND/OR MAINTENANCE OF ALL HAULAND ACCESS ROADS TO AND FROM DESIGNATED ENTRANCES TO THE VARIOUS WORK SITES. THE CONTRACTORMUST COORDINATE WITH THE CONSTRUCTION MANAGER PRIOR TO, DURING, AND UPON COMPLETION OF EACHDAY'S ACTIVITY AND MUST STRICTLY FOLLOW THEIR RULES AND REGULATIONS IN ORDER TO MAINTAIN THEOPERATIONS UNINTERRUPTED.

FOR ALL CONSTRUCTION WITHIN THE AOA, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN ALL VEHICLE PASSES,PERSONNEL SECURITY BADGES, AND SATISFY ALL SECURITY AND AIRFIELD TRAINING REQUIREMENTS PRIOR TOBEGINNING WORK WITHIN THE RESTRICTED AREA. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ASSUREALL CONSTRUCTION PERSONNEL, SUB-CONTRACTORS AND EMPLOYEES WITH ACCESS TO THE AIRFIELD,COMPLETE ALL REQUIRED 14CFR PART 129.303 AIRFIELD TRAINING PRIOR TO AN EMPLOYEE STARTING WORK ONTHE AIRFIELD. 14CFR PART 139.303 AIRFIELD TRAINING IS A YEARLY REQUIREMENT FOR ALL EMPLOYEES WITH ANACTIVE MDW ID BADGE. REQUIREMENTS FOR OBTAINING PASSES AND BADGES ARE INCLUDED IN PART 2 -GENERAL CONDITIONS - ARTICLE XV OF THE SPECIFICATIONS. FOR ADDITIONAL INFORMATION AND UPDATES ONBADGINIG AND DRIVING REQUIREMENTS, CHECK THE FOLLOWING WEBSITES: (1)HTTP://WWW.FLYCHICAGO.COM/BADGING/ AND (2) HTTP://WWW.FLYCHICAGO.COM/DRIVING/. ALL COSTS WILL NOTBE PAID SEPARATELY BUT WILL BE CONSIDERED INCLUDED IN THE TOTAL CONTRACT PRICE.

THE CONTRACTOR MUST COORDINATE OFF-SITE HAUL AND ACCESS ROUTES WITH THE PARTY HAVINGJURSIDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL AND ACCESS ROUTES MUST BE MAINTAINED BY THECONTRACTOR AND MUST BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS AHAUL ROUTE. FENCING, DRAINAGE, GRADING, RESURFACING, OR OTHER WORK NECESSARY TO CONSTRUCT ANDMAINTAIN HAUL ROUTES ON THE AIRPORT IS THE CONTRACTOR'S RESPONSIBILITY AT NO COST TO THECOMMISSIONER AND MUST BE APPROVED BY THE COMMISSIONER PRIOR TO THE WORK.

THE CONTRACTOR MUST OBTAIN ALL VEHICLE PERMITS, PERSONNEL SECURITY BADGES, 303 TRAINING FOR ALLBADGED PERSONNEL, AND MUST SATISFY ALL SECURITY REQUIRMENTS PRIOR TO BEGINNING WORK WITHINRESTRICTED AREAS.

THE CONTRACTOR MUST REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS, STAGING AREA OR DESIGNATEDHAUL ROUTES UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE COMMISSIONER.

MUCH OF THE CONSTRUCTION WORK IN THIS PROJECT WILL OCCUR WITHIN OR IN THE VICINITY OF CICERO AVEAND OTHER ROADWAYS AND IS SUBJECT TO OPERATIONAL SAFETY AND SECURITY REQUIREMENTS OF THE CITYOF CHICAGO, CDA, AND IDOT. THE CONTRACTOR MUST COMPLY WITH ANY ADDITIONAL REQUIREMENTS AS MAYBE DEEMED NECESSARY BY THE AFOREMENTIONED ORGANIZATIONS AT NO COST TO THE COMMISSIONER.

THE CONTRACTOR MUST BE RESPONSIBLE FOR TRANSPORTING OF EMPLOYEES AND/OR VISITORS BETWEENACCESS GATES AND THE PROJECT SITE/WORK AREA(S), AS NECESSARY

1.

2.

3.

4.

5.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

SCHEDULING:BEFORE COMMENCING ANY WORK A SCHEDULE MUST BE SUBMITTED FOR REVIEW SHOWING THECOMMENCEMENT, THE ORDER AND THE COMPLETION DATES FOR THE VARIOUS PARTS OF THIS WORK. OBTAINTHE COMMISSIONER’S APPROVAL IN WRITING BEFORE PROCEEDING WITH WORK.NOTIFY THE COMMISSIONER 6 WEEKS IN ADVANCE OF COMMENCEMENT OF ANY WORK THAT WILL RESULT IN ACONFIGURATION CHANGE TO AIRPORT OPERATIONS, TSA SCREENING LANES, OR VEHICULAR TRAFFIC.THE WORK SHALL BE ORGANIZED TO MINIMIZE DISRUPTION OF AIRPORT OPERATIONS INCLUDING NODISRUPTION OF SERVICE DURING PEAK HOURS.

28.a.

b.

NOTICE TO PROCEED

PHASE 0: PRE-MOBILIZATION, SHOP DRAWING, AND BUILDING PERMIT PHASE

DURATION(DAYS)

MONTHS

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22

90

PHASE 1A 240

PHASE 1B

PHASE 2

LANDSIDE CIRCULATION UPGRADE - SOUTH

CONSTRUCTION OF FOUNDATIONS / PORTION OF NEW BRIDGE

LANDSIDE CIRCULATION UPGRADE - NORTH

SOUTH FOUNDATIONS / NORTH BRIDGE CONSTRUCTION

LANDSIDE CIRCULATION UPGRADE - CENTER

NORTH BRIDGE CONSTRUCTION / COMPLETION

REMOVE / REBUILD EXISTING BRIDGE

PHASE 3

INSTALL TSA EQUIPMENT IN FINAL LOCATIONS

SOUTH BRIDGE CONSTRUCTION / COMPLETION

231

238

14

PHASES 23 24 25

525 W. Monroe Suite 200Chicago, Illinois 60661Telephone: 312.251.3000

MAYOR RAHM EMANUEL

MIDWAY INTERNATIONAL AIRPORTCITY OF CHICAGO

COMMISSIONER GINGER S. EVANS

KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:

DESIGNED: DRAWN: CHECKED:

M9185.12MARCH 20, 2017

MIDWAY AIRPORT PASSENGERSECURITY CHECKPOINT

EXPANSION

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303 W Erie St #510Chicago, IL 60654Telephone: 312.915.0557

700 N Sangamon StChicago, IL 60642Telephone: 312.432.4180

5700 S. CiceroChicago, IL 60638

3/20

/201

7 4:

51:3

8 PM

CONSTRUCTION PHASINGNARRATIVE & GENERAL

NOTES

AP-001

D.S. E.F. K.Z.

N.T.S.PHASING SCHEDULE

3

4

MARK DATE ISSUANCE5 3/20/2017 ADDENDUM 54 3/4/2017 ISSUED FOR PERMIT CORRECTIONS3 3/13/2017 ADDENDUM 42 1/31/2017 ISSUE FOR PERMIT1 12/27/2016 ISSUED FOR BID

5

CELZESCEL

AP-200

MAINTENANCE OF TRAFFIC LEGEND

NOTES AND LEGEND

I

MAINTENANCE OF TRAFFIC GENERAL NOTES

LIST OF STATE STANDARDS AND DISTRICT DETAILS

DETOUR SIGNING FOR CLOSING STATE HIGHWAYSTC-21

TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND DRIVEWAYSTC-10

ENTRANCE AND EXIT RAMP CLOSURE DETAILSTC-08

780001-05 TYPICAL PAVEMENT MARKINGS

720006-04 SIGN PANEL ERECTION DETAILS

720001-01 SIGN PANEL MOUNTING DETAILS

704001-08 TEMPORARY CONCRETE BARRIER

701901-05 TRAFFIC CONTROL DEVICES

701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE

701601-09 URBAN LANE CLOSURE, MULTILANE, 1W OR 2W WITH NONTRAVERSABLE MEDIAN

701427-04 LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPER., FOR SPEED LESS THAN OR EQUAL TO 40 MPH

701411-09 LANE CLOSURE, MULTILANE, AT ENTRANCE OR EXIT RAMP, FOR SPEEDS GREATER THAN OR EQUAL TO 45 MPH

PATCH PLACEMENT.ANY DISTURBED PAVEMENTS MUST OCCUR AT A MAXIMUM OF 10 DAYS AFTER TEMPORARY LONGER THAN 10 WORKING DAYS AFTER TEMPORARY PATCH PLACEMENT. FINAL PAVING OF BE MAINTAINED AT THE EXPENSE OF THE CONTRACTOR AND MUST NOT REMAIN IN PLACE AFTER RELOCATING AND BACKFILLING UTILITIES. TEMPORARY BITUMINOUS PATCHES MUST ROADWAYS, TEMPORARY BITUMINOUS PATCHES MUST BE INSTALLED AND MAINTAINED IN ORDER TO MINIMIZE DISTURBANCE TO TRAFFIC ON CICERO AVE AND ARRIVALS 43.

CONTRACTOR'S EXPENSE.SHALL BE REPLACED TO THE SATISFACTION OF THE COMMISSIONER AND AT THE PERMANENT PAVEMENT MARKINGS DAMAGED OR DISTURBED BY CONTRACTOR'S ACTIVITIES INSTALLED WITHIN 5 DAYS OF FINISHING FINAL PAVEMENT RESTORATION ACTIVITIES. ANY PERMANENT PAVEMENT MARKINGS ARE INCLUDED WITHIN THIS CONTRACT AND MUST BE 42.

MEET IDOT PAVEMENT STRIPING STANDARDS.ALL STRIPING WIDTHS, COLOR, AND LAYOUT THAT IS SHOWN ON THE MOT PLANS SHALL 41.

PAVEMENT AS A RESULT OF CONSTRUCTION VEHICLE TRAFFIC.SUCH AS RAMPING UNEVEN SURFACES AND FILLING HOLES CREATED IN THE EXISTING PAVEMENT IS TO BE USED AT THE DISCRETION OF THE COMMISSIONER FOR PURPOSES MIX "D", N70 AND IS TO BE BE CONSIDERED INCIDENTAL TO THE CONTRACT. TEMPORARY HOT-MIX ASPHALT PAVEMENT NECESSARY DURING CONSTRUCTION OPERATIONS IS TO BE 40.

"CAUTION" TAPE OR RIBBON IS NOT TO BE USED BETWEEN BARRICADES.39.

CONTRACT.REMOVED WHEN NOT APPLICABLE. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE BE IN PLACE WHENEVER FLAGGERS ARE PRESENT. THESE SIGNS MUST BE COVERED AND GARMENTS MUST BE WORN ON THE JOB SITE. SYMBOLIC "FLAGGER" WARNING SIGNS MUST WORKING, PROPER STOP/SLOW PADDLES MUST BE UTILIZED AND ALL REQUIRED SAFETY FLAGGERS MUST BE CERTIFIED AND CARRY THEIR CERTIFICATION CARD ON THEM WHEN 38.

ANSI CLASS 2 REQUIREMENTS, OR CLASS 3 REQUIREMENTS FOR NIGHT OPERATIONS. ALL PERSONNEL WORKING OUTSIDE A VEHICLE MUST BE WEARING A GARMENT THAT MEETS 37.

STANDARDS.DETERMINED BY THE COMMISSIONER AND IN ACCORDANCE WITH IDOT HIGHWAY CONTRACTOR FOR USE THROUGHOUT THIS PROJECT. LOCATION AND MESSAGE MUST BE COMMISSIONER. A TOTAL OF 8 CHANGEABLE MESSAGE SIGNS MUST BE PROVIDED BY THE "CHANGEABLE MESSAGE SIGNS" HAVE BEEN INCLUDED FOR USE WHEN DIRECTED BY THE 36.

FOR PAYMENT.REMOVAL ARE INCLUDED IN THE CONTRACT AND SHALL NOT BE MEASURED SEPARATELY MARKINGS, TEMPORARY PAVEMENT WARNINGS, AND WORK ZONE PAVEMENT MARKING LIGHTS, AND SIGNS SHALL BE INCLUDED IN THE CONTRACT. SHORT-TERM PAVEMENT THE COST OF SUPPLYING, ERECTING, AND MAINTAINING BARRICADES, DRUMS, WARNING 35.

MOT GENERAL

BE INCLUDED IN THE CONTRACT.ARROW BOARDS WILL BE REQUIRED WHEN IMPLEMENTING ALL LANE CLOSURES, AND SHALL 34.

PAVEMENT MARKING TAPE, TYPE III SHALL BE USED ON ALL SURFACES.33.

SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.SIGNS MUST BE COVERED OR REMOVED WHEN NO WORKERS ARE PRESENT. THIS WORK SYMBOLIC "WORKERS" SIGNS SHALL ONLY BE ERECTED WHEN WORKERS ARE PRESENT. 32.

CONTRACTOR.TO THE SATISFACTION OF THE AT THE COMMISSIONER AT THE EXPENSE OF THE CONTRACTOR. ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED EXISTING TRAFFIC CONTROL DEVICES ARE TO BE PROTECTED FROM DAMAGE BY THE 31.

OPTIONAL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.MONO-DIRECTIONAL AMBER FLASHING LIGHTS DURING HOURS OF DARKNESS. FLAGS ARE THE FIRST TWO WARNING SIGNS IN EACH DIRECTION OF TRAVEL SHALL BE EQUIPPED WITH 30.

PROTECTED FROM DAMAGE AND MAINTAINED. AUTHORIZED BY THE COMMISSIONER; ANY SIGNS OR DEVICES LEFT IN PLACE ARE TO BE THE CONTRACTOR AFTER THE TRAFFIC CONTROL REQUIREMENTS ARE MET OR AS EXISTING TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE REMOVED OR RELOCATED BY 29.

TWO WEEKS IN ADVANCE OF THE CHANGE.THE CONTRACTOR SHALL INFORM THE COMMISSIONER OF ANY STAGE CHANGE AT LEAST 28.

ALL TYPE III BARRICADES SHALL HAVE TWO FLASHING AMBER LIGHTS.BARRICADES ARE TO BE INCIDENTAL TO TRAFFIC CONTROL AND PROTECTION (SPECIAL). UNLESS AUTHORIZED BY THE COMMISSIONER TO USE AN ALTERNATE ARRANGEMENT . TYPE III BARRICADES ARE TO BE PLACED IN ACCORDANCE WITH STANDARD 701901-04 27.

INCIDENTAL TO TRAFFIC CONTROL PROTECTION.TANGENTS, 15' ALONG TAPERS AND 10' AROUND RADII. ADDITIONAL BARRICADES ARE ENFORCEMENT AGENCIES. BARRICADES SHALL BE PLACED AT 20' CENTERS ALONG STRUCTURES, AND AT ANY OTHER LOCATIONS DESIGNATED BY THE ENGINEER OR LAW WILL BE REQUIRED AT ALL OPEN TRENCHES, EXCAVATIONS, OPEN OR EXPOSED SEWER BURN LIGHT TYPE II BARRICADES OR DRUMS EQUIPPED WITH ONE-WAY FLASHING LIGHTS ALL DRUMS, TYPE I, AND TYPE II BARRICADES SHALL HAVE A MONO-DIRECTIONAL STEADY 26.

CONSIDERED INCIDENTAL TO THE CONTRACT.PERFORMED PRIOR TO THE INSTALLATION OF THE POSTS. THIS WORK SHALL BE AND DRIVEN A MINIMUM OF 3 FEET INTO THE GROUND. A DIGGER LOCATE SHALL BE POSTS WHEN POSSIBLE, 7 FEET FROM THE TOP OF PAVEMENT TO THE BOTTOM OF THE SIGN, ALL SIGNS THAT ARE TO BE IN PLACE MORE THAN 4 DAYS SHALL BE MOUNTED ON METAL 25.

DEVICES SHALL BE FIELD-FIT TO CONDITIONS AS DIRECTED BY THE COMMISSIONER.THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND TRAFFIC CONTROL 24.

DRAWINGS OR AS DIRECTED BY THE COMMISSIONER.BARRICADES AND TEMPORARY CONCRETE BARRIER WILL BE USED ONLY AS SHOWN ON THE 23.

LIMITS AND FREQUENCY OF SWEEPING.OF CONTINUOUSLY. THE COMMISSIONER WILL BE THE SOLE JUDGE IN DETERMINING THE STREETS LEADING TO THE ACCESS LOCATION A MINIMUM OF ONCE DAILY AND A MAXIMUM THE CONTRACTOR IS REQUIRED BY MEANS OF A MECHANICAL SWEEPER TO SWEEP ALL 22.

COMMISSIONER TO REDUCE IMPACTS TO THE TRAVELING PUBLIC.CONTRACTOR WILL FOLLOW THE CONSTRUCTION TRAFFIC ROUTE AS DETERMINED BY THE 21.

EXCEPT IN AREAS DESIGNATED BY THE COMMISSIONER.AREAS. PERSONAL VEHICLES ARE NOT PERMITTED TO PARK WITHIN THE RIGHT-OF-WAY CONTRACTOR'S VEHICLES MUST NOT PARK OR STOP EXCEPT WITHIN DESIGNATED WORK IS NOT HAZARDOUS TO TRAFFIC AND WILL NOT INTERFERE WITH NORMAL TRAFFIC. THE THE FLOW OF TRAFFIC, AND THEY MUST ENTER OR LEAVE WORK AREAS IN A MANNER WHICH THE CONTRACTOR'S VEHICLES MUST ALWAYS MOVE WITH AND NOT AGAINST OR ACROSS 20.

EMERGENCY FACILITIES WITHIN THE CONSTRUCTION ZONE.MUST MAINTAIN ACCESS TO FIRE HYDRANTS, BUILDING STANDPIPES AND OTHER WITH THE COMMISSIONER AND THE DEPARTMENT OF FIRE PROTECTION. THE CONTRACTOR CONTRACTOR IS REQURIED TO PROVIDE AND COORDINATE FIRE LANE ACCESS AT ALL TIMES 19.

MAINTENANCE OF TRAFFIC DRAWINGS AP-200 THROUGH AP-228.OF THE PUBLIC WAY, WHICH ARE IMPACTED BY CONSTRUCTION. FOR REFERENCE SEE TRAFFIC CONTROL, SIGNS, LIGHTING, PAVEMENT MARKINGS, AND OTHER APPURTENANCES CONTRACTOR MUST ASSUME THE MAINTENANCE OF ANY PAVEMENT, DRAINAGE, FACILITIES, 18.

4-15.PAVEMENT PER IDOT STANDARD 704001 AND THE IDOT SAFETY ENGINEERING POLICY MEMO IF REQUIRED, TEMPORARY CONCRETE BARRIER WALLS WILL BE PINNED INTO THE EXISTING 17.

COMMISSIONER.IMPROVEMENTS SHALL BE RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE ALL TEMPORARY REGULATORY, WARNING, AND GUIDE SIGNS WITHIN THE PROPOSED 16.

REVIEWED AND APPROVED BY THE COMMISSIONER.DETAILS OF ANY LANE OR ROADWAY CLOSURE INCLUDING DETOUR PLANS MUST BE 15.

SANDBAGS MUST BE USED ON TYPE III BARRICADES.TYPE II BARRICADE USED - ONE (1) SANDBAG ACROSS EACH BOTTOM RAIL. FOUR (4) THE CONTRACTOR MUST PROVIDE AND INSTALL TWO (2) SANDBAGS ON EACH TYPE I OR 14.

TEMPORARILY COVERED.ALL EXISTING SIGNAGE IN CONFLICT WITH TRAFFIC CONTROL SIGNAGE MUST BE 13.

HOURS.COMMISSIONER. SIDEWALK CLOSURE SIGNAGE MUST BE REMOVED DURING DAYTIME PEDESTRIAN ACCESS WITHIN THE WORK ZONE AT ALL TIMES, AS DIRECTED BY THE SIDEWALK, CORNER OR CROSSWALK CLOSURE. THE CONTRACTOR MUST MAINTAIN ALL SIDEWALK CLOSURES MUST FOLLOW THE IDOT STANDARD DETAIL 701801 FOR 12.

MODIFICATIONS IMPACT AIRFIELD OPERATIONS.COMMISSIONER. ADDITIONAL REQUIREMENTS AND RESTRICTIONS WILL APPLIY IF APPROVAL. RESTRICTIONS TO THE NAVIGABLE AIRSPACE ARE AT THE DISCRETION OF THE BY THE CONTRACTOR MUST BE SUBMITTED BY THE CONTRACTOR TO THE FAA FOR EQUIPMENT HEIGHTS MUST CONFORM TO THE APPROVED 7460. ANY CHANGES PROPOSED BEEN SUBMITTED BY THE OWNER'S REPRESENTATIVE ON BEHALF OF THE CONTRACTOR. THE MAXIMUMU EQUIPMENT HEIGHT IS ANTICIPATED TO BE 160 FEET. A FAA FORM 7460 HAS 11.

COMMISSIONER, WITH SUBSEQUENT REVIEWS BY IDOT, CDOT, AND OEMC. THE MOT, THE CONTRACTOR MUST SUBMIT THE PROPOSED MOT PLANS FOR REVIEW TO THE CONTRACTOR'S PLANNED MEANS AND METHODS. IF THE CONTRACTOR CHOOSES TO REVISE ALTERNATIVE. THE CONTRACTOR MUST EVALUATE THE NECESSARY MOT BASED ON THE THE MOT SHOWN ON THESE PLANS IS THE MINIMUM REQUIRED FOR ONE POSSIBLE 10.

COMMISSIONER .CONTROL, UNLESS HEREIN REVISED AND MUST MEET WITH THE APPROVAL OF THE FOR STREETS AND HIGHWAYS; AND APPLICABLE HIGHWAY STANDARDS FOR TRAFFIC APPLICABLE GUIDELINES IN THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, DIVISION 700; STANDARDS ARE THE MINIMUM REQUIREMENTS. TRAFFIC CONTROL AND PROTECTION SHALL TRAFFIC CONTROL DEPICTED IN THESE PLANS AND THE APPLICABLE IDOT DETAILS AND 9.

FLAGMEN, ETC. MUST BE PROVIDED BY THE CONTRACTOR.ALL CONSTRUCTION SIGNS, BARRICADES, TEMPORARY CONCRETE BARRIER WALL, LIGHTS, 8.

DURING CONSTRUCTION.CONTROL PLAN. THE CONTRACTOR MUST RESTORE ALL PAVEMENT MARKINGS DESTROYED ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE DESIGNATED TRAFFIC SUBMITTED TO THE COMMISSIONER FOR REVIEW. THE CONTRACTOR SHALL THEN REMOVE THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITIES. THIS INFORMATION MUST BE CONTRACTOR MUST SURVEY-VERIFY THE LOCATION OF ALL EXISTING PAVEMENT MARKINGS PRIOR TO CONSTRUCTION AND ESTABLISHMENT OF TEMPORARY TRAFFIC CONTROL, THE 7.

TRAVELED LANE SURFACE.CONTRACTOR WILL ALSO BE RESPONSIBLE FOR KEEPING DEBRIS OFF THE ADJACENT BEING BLOWN OR OTHERWISE REMOVED FROM THE CONSTRUCTION AREAS. THE PRECAUTIONS TO PROTECT ADJACENT TRAFFIC LANES OPEN TO TRAFFIC FROM DEBRIS DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR MUST TAKE ALL NECESSARY 6.

MAINTENANCE OF TRAFFIC WITH LANE CLOSURES OF CONCURRENT PROJECTS.COMMISIONER FOR DIRECTION OF SIGNING. THE CONTRACTOR MUST COORDINATE THE SUPERVISION OF THE COMMISSIONER. SEVEN (7) DAYS NOTICE MUST BE GIVEN TO THE ACCORDANCE WITH IDOT STANDARD DETAILS, AND AT THE DIRECTION AND UNDER THE TEMPORARY TRAFFIC CONTROL SIGNS MUST BE INSTALLED PER THE PLANS, IN 5.

DRAWINGS OR AS ALLOWED BY THE COMMISSIONER.VEHICULAR TRAFFIC TO THE EXTENTS AND DURATIONS INDICATED ON THE PHASING CONTRACTOR MAY CLOSE PORTIONS OF CICERO AVENUE AND THE ARRIVALS ROADWAY TO 4.

ASSOCIATED WITH EACH PHASE AND/OR STAGE.PHASING AND MAINTENANCE OF TRAFFIC SHEETS FOR SPECIFIC WORKING HOURS CONSTRUCTION ACTIVITIES MAY BE RESTRICTED TO CERTAIN WORKING HOURS. SEE 3.

CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FOR ANY LANE CLOSURES.847-705-4470 72 HOURS IN ADVANCE OF ANY CLOSURES AFFECTING S. CICERO AVENUE. THE THE CONTRACTOR SHALL CONTACT THE IDOT TRAFFIC CONTROL SUPERVISOR AT 2.

TO BE CONDUCTED THROUGH THE COMMISSIONER.COMMUNICATIONS 48 HOURS BEFORE COMMENCING CONSTRUCTION. ALL COORDINATION THE CONTRACTOR MUST NOTIFY CDOT AND THE OFFICE OF EMERGENCY MANAGEMENT AND 1.

TEMPORARY CONCRETE BARRIER

TYPE III BARRICADE WITH FLASHING LIGHTS

WORK AREA

MONODIRECTIONAL FLASHING LIGHT

TYPE II BARRICADE, DRUM OR VERTICAL

DURING NIGHT CLOSURES; USE DRUMS OR BARRICADES

CONE, DRUM, OR BARRICADE - NO CONES

ARROW BOARD

SIGN

5

MAYOR RAHM EMANUEL

MIDWAY INTERNATIONAL AIRPORT

CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

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C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

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Fax: 312.251.3015

Telephone: 312.251.3000

Chicago, Illinois 60661

525 W. Monroe Suite 1600

®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A

MIDWAY AIRPORT PASSENGER

SECURITY CHECKPOINT

EXPANSION

1/31/2017

Chicago, IL 606385700 S. Cicero

EXPIRES: 11/30/2017

M9185.12

1 12/27/2016 ISSUED FOR BID

062-061236

LARSON

CARL ERIC

LIC

EN

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PROFESSIONAL E

NGIN

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S T

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O F I L L I N O

I

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3 3/13/2017 ADDENDUM 4

4 3/4/2017 PERMIT CORRECTIONS

ISSUE FOR PERMIT

MARCH 21, 2017

5 3/21/2017 ADDENDUM 5

ADDENDUM 5

0

25 50

AVENUE (NORTHBOUND)EXISTING CICERO

AVENUE (SOUTHBOUND)EXISTING CICERO

EXISTING FLYOVER RAMP

45'EXISTING 10' SIDEWALK

EXISTING LANDSIDE TERMINAL

EXISTING AIRSIDE CONCOURSE

CELZESCMA

AP-213

EXISTING TERMINAL PARKING GARAGE

(PASSENGER PICK-UP)ARRIVALS ROADWAY

(LIMO/REGIONAL BUS)ARRIVALS ROADWAY

(TAXI/CITY BUS)ARRIVALS ROADWAY

13'

22'

MOT

CICERO AVE

BRIDGE CONST.

200'200'200'200'192'188'

500'

165'

LEGEND

I


WORK AREA



CONE, DRUM, OR BARRICADE

ARROW BOARD

SIGN

73'

PAVEMENT MARKING TAPE

WHITE REFLECTORIZED

EXIT RAMP

12' TEMPORARY

PAVEMENT MARKINGS

REMOVE EXISTING

SHIFTS AND MUST KEEP THE FLYOVER RAMP OPEN TO VEHICULAR TRAFFIC.

ALLOWED, CONTRACTOR WILL BE REQUIRED TO WORK A MINIMUM OF 2

DISCRETION OF THE COMMISSIONER AND IDOT. IF DAYTIME CLOSURES ARE

AND 3:30 AM. HOWEVER, DAYTIME CLOSURES MAY BE ALLOWED AT THE

COMMISSIONER. NIGHTTIME CLOSURE WILL BE ALLOWED BETWEEN 9:30 PM

CLOSURE. WORK HOURS MUST BE PER THE DIRECTION OF THE

DURING THIS PHASE IN ORDER TO MINIMIZE THE DURATION OF THE

CONTRACTOR WILL BE REQUIRED TO WORK A MINIMUM OF 2 SHIFTS

NEW AND MODIFIED FOUNDATION WORK IS COMPLETE. THE

DURING PHASE 1B. THIS CLOSURE MUST REMAIN IN PLACE UNTIL

SECURITY HALL AND CONSTRUCT NEW AND MODIFIED FOUNDATIONS

THIS CLOSURE IS REQUIRED TO DEMOLISH THE EXISTING NORTH3.

SEE SHEET AP-210 FOR MOT LEGEND.2.

SEE SHEET AP-200 FOR MAINTENANCE OF TRAFFIC GENERAL NOTES.1.

NOTES

CLOSURES, DRUMS OR TYPE II BARRICADES MUST BE USED.

CONES MUST NOT BE USED FOR LANE CLOSURE AT NIGHT. FOR NIGHT TIME LANE8.

CODES.

REFER TO AP-228 MOT SIGN SCHEDULE FOR ADDITIONAL SIGN DETAILS, SIZES, AND7.

DETAILS.

SEE SHEETS AP-222 THROUGH AP-228 FOR MAINTENANCE OF TRAFFIC 6.

FROM TRAFFIC USING THE DETAILS SHOWN ON SHEET AP-222 THROUGH AP-228.

THE CONTRACTOR WILL BE REQUIRED TO PROTECT THE NEW FOUNDATIONS5.

SEE SHEETS AP-001 THROUGH AP-006 FOR PHASING NOTES AND DETAILS.4.

5

5 55

LC S CICERO AVE

2687'

65

X

X

X

X

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CONSTRUCTION

MAYOR RAHM EMANUEL


CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

A

C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

L

K

J

H

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Fax: 312.251.3015

Telephone: 312.251.3000



®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A


SECURITY CHECKPOINT

EXPANSION

1/31/2017


EXPIRES: 11/30/2017

M9185.12


062-061236

LARSON

CARL ERIC

LIC

EN

SE

D

PROFESSIONAL E

NGIN

EE

R

S T

AT E

O F I L L I N O

I

S

3 3/13/2017 ADDENDUM 4


ISSUE FOR PERMIT

MARCH 21, 2017

5 3/21/2017 ADDENDUM 5

ADDENDUM 5

0

25 50









FOUNDATION (TYP.)

PROPOSED MICROPILE

FOUNDATION (TYP.)

PROPOSED CAISSON

MA

TC

HLIN

E A-A

MA

TC

HLIN

E B-B

MA

TC

HLIN

E B-B




W 5

9T

H S

T (

WE

ST

BO

UN

D)

W 5

9T

H S

T (

EA

ST

BO

UN

D)

SOUTH CICERO AVE NORTH CICERO AVE



S KILPATRICK AVE

AIR

PO

RT E

NT

RA

NC

E

AIR

PO

RT E

XIT

MA

TC

HLIN

E A-A

LEGEND

I



WORK AREA




ARROW BOARD

SIGN

1

NOT TO SCALE

NIGHTTIME CLOSURE 1FOR CRANE OPERATIONSCICERO AVE MOT

AP-214

CRANE OPERATIONS

MOT

CICERO AVE

TRAFFIC USING THE DETAILS SHOWN ON SHEETS AP-222 THROUGH AP-228.

THE CONTRACTOR WILL BE REQUIRED TO PROTECT THE NEW FOUNDATIONS FROM4.

AP-006 FOR MORE PHASING INFORMATION.

3:30 AM, OR AS APPROVED BY THE COMMISSIONER. SEE SHEET AP-001 THROUGH

CLOSURE. THE WORK HOURS ASSOCIATED WITH THIS CLOSURE ARE 9:30 PM TO

IN THE MEDIAN OF CICERO AVENUE DURING PHASE 1A, 1B, AND 2. THIS IS A NIGHTLY

THIS CLOSURE IS REQUIRED TO CONSTRUCT THE NEW FOUNDATIONS LOCATED3.



NOTES


CONES MUST NOT BE USED FOR LANE CLOSURE AT NIGHT. FOR NIGHT TIME LANE 7.

OPEN AT ALL TIMES DURING THIS PHASE.

SIDEWALK ON THE WEST SIDE OF CICERO AVE SOUTHBOUND MUST REMAIN6.

DETAILS.


5

5

5

5

5

5

RO

AD

AHEA

DC

ONSTR

UCTIO

N

SP

EE

D

LIM

IT

ZO

NE

WO

RK

30

200'

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

CONSTRUCTION

200'

131'200'300'200'165'165'165'576'

LEFT LANE

CL

OSE

D

AHE

AD

2

26 770

200'

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

SP

EE

D

LIM

IT

ZO

NE

WORK

30

ROAD

AHEAD

CONSTRUCT

ION

200'

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

132' 300' 200' 165' 165' 165'

500

LEFT LA

NES

CL

OSE

D

AHE

AD

2

II

II

II

II

II

II

IIII

11'

54'

11'

22'

9'

132' 300' 200' 165' 165' 165' 200'165'165'165'576'

MAYOR RAHM EMANUEL


CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

A

C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

J

K

L

KEY PLAN

3/2

0/2

017

2:4

1:5

3 P

M

c:\p

ww

orkin

g\n

ai\


P-M

9185.1

2-0

0-A

P-2

14-M

OT CIC

ER

O A

VE C

RA

NE O

PE

RA

TIO

NS.d

gn

MARK

2

Fax: 312.251.3015

Telephone: 312.251.3000



®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A


SECURITY CHECKPOINT

EXPANSION

1/31/2017


EXPIRES: 11/30/2017

M9185.12


062-061236

LARSON

CARL ERIC

LIC

EN

SE

D

PROFESSIONAL E

NGIN

EE

R

S T

AT E

O F I L L I N O

I

S

3 3/13/2017 ADDENDUM 4


ISSUE FOR PERMIT

MARCH 21, 2017

5 3/21/2017 ADDENDUM 5

ADDENDUM 5

0

25 50




CELZESRJM

AP-215






FOUNDATION (TYP.)

PROPOSED MICROPILE

FOUNDATION (TYP.)

PROPOSED CAISSON

MA

TC

HLIN

E B-B

MA

TC

HLIN

E B-B




W 5

9T

H S

T (

WE

ST

BO

UN

D)

W 5

9T

H S

T (

EA

ST

BO

UN

D)

SOUTH CICERO AVE

S KILPATRICK AVE

AIR

PO

RT E

NT

RA

NC

E

MOT

CICERO AND ARRIVALS

MATCHLINE A-A

MATCHLINE A-A

CRANE OPERATIONS

LEGEND

I



WORK AREA




ARROW BOARD

SIGN



FOR MORE PHASING INFORMATION.

APPROVED BY THE COMMISSIONER. SEE SHEETS AP-001 THROUGH AP-006

HOURS ASSOCIATED WITH THIS CLOSURE ARE 9:30 PM TO 3:30 AM, OR AS

IN THE MEDIAN OF CICERO AVENUE DURING PHASES 1A, 1B, AND 2. THE WORK

THIS CLOSURE IS REQUIRED TO CONSTRUCT THE NEW FOUNDATIONS LOCATED3.



NOTES

1

NOT TO SCALE

NIGHTTIME CLOSURE 2FOR CRANE OPERATIONSCICERO AVE MOT



AND CODES.

REFER TO AP-228 MOT SIGN SCHEDULE FOR ADDITIONAL SIGN DETAILS, SIZES,7.



DETAILS.


5

5

5

+84.359

26 770

42'

11'

22'

577'200' 300' 200' 165'

II I

I

II

II

II

11'

ROAD

AHEAD

CONSTRUCT

ION

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

RIG

HT LA

NE

CL

OSE

D

AHE

AD

SP

EE

D

LIM

IT

ZO

NE

WORK

30

468'

200'

200' 300' 200' 165'200'

SPEE

D

LIMIT

ZONE

WORK

15

SPEED

LIMIT

ZONE

WORK

15

SPEED

LIMIT

ZONE

WORK

15

LEFT LANE

CLOSED

AHEAD

LEFT LANE

CLOSED

AHEAD

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

CONSTRUCTION

MAYOR RAHM EMANUEL


CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

A

C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

J

K

L

KEY PLAN

3/2

0/2

017

3:2

9:4

4 P

M

c:\p

ww

orkin

g\n

ai\


P-M

9185.1

2-0

0-A

P-2

15-M

OT CIC

ER

O A

ND A

RRIV

ALS C

RA

NE O

PE

RA

TIO

NS.d

gn

MARK

2

Fax: 312.251.3015

Telephone: 312.251.3000



®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A


SECURITY CHECKPOINT

EXPANSION

1/31/2017


EXPIRES: 11/30/2017

M9185.12


062-061236

LARSON

CARL ERIC

LIC

EN

SE

D

PROFESSIONAL E

NGIN

EE

R

S T

AT E

O F I L L I N O

I

S

3 3/13/2017 ADDENDUM 4


ISSUE FOR PERMIT

MARCH 21, 2017

5 3/21/2017 ADDENDUM 5

ADDENDUM 5

0

CELZESCMA

AP-219

FLYOVER RAMP DETOUR

AIRPORTINTERNATIONAL

MIDWAY

100 200

S KIL

PA

TRIC

K A

VE

S CIC

ER

O A

VE

S CIC

ER

O A

VE

PA

RKIN

G G

AR

AG

ET

ER

MIN

AL

TE

RMIN

AL F

ACILIT

YL

AN

DSID

E

FA

CILIT

YC

ON

CO

UR

SE

AIR

SID

E

W 55TH ST

MID

WA

Y Y

AR

DC

TA

INCLUDED IN THE CONTRACT.

DIRECTED BY THE COMMISSIONER. THE COST OF PROVIDING THESE ITEMS IS

CHANGEABLE MESSAGE BOARDS MAY BE REQUIRED DURING THIS PHASE, AS7.

DETAILS.


SOUTHERN END OF THE TERMINAL.

S. KILPATRICK AVE AND ON TO THE DEPARTURES/ARRIVALS RAMP AT THE

CLOSURE. ACCESS TO MIDWAY AIRPORT FROM THE NORTH WILL BE SOUTH ON

ACCESS TO MIDWAY AIRPORT WILL BE MAINTAINED AT ALL TIMES DURING THIS5.AND CODES.

REFER TO AP-228 MOT SIGN SCHEDULE FOR ADDITIONAL SIGN DETAILS, SIZES,8.

INFORMATION AND NOTES REGARDING THE VARIOUS PHASES.

OF EACH WORK SHIFT. SEE SHEETS AP-001 THROUGH AP-006 FOR ADDITIONAL

MAINTENANCE OF TRAFFIC SHOULD BE REMOVED OR COVERED AFTER THE END 4.

ARE IDENTICAL TO THOSE SHOWN ON SHEET AP-210.

THE WORK HOURS AND RESTRICTIONS ASSOCIATED WITH THIS DETOUR

NIGHTLY CLOSURE, AS SHOWN ON SHEET AP-210 DURING PHASE 1A.

THIS DETOUR IS REQUIRED FOR THE CICERO AVENUE FLYOVER RAMP3.



NOTES

MOT

CICERO AVE

5

5

5

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIGSIG

SIG

RR

SWITCH SWRR

SWITCH SWRR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

SIG

SIG

SIG

SIG

SIG

SIGSIG

SIG

SIG

SIG

SIG

SIG

SIG

SIG

SIGSIG

SIGSIG

SIG

SIGSIGSIGSIG

SIG

SIG

SIG

SIG

SIG

SIGSIGSIG

SIG

SIG

SIG

SIG

SIG

SIGSIG

SIG

SIG

SIGSIG

SIG

SIGSIG

RR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SWRR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

RR

SWITCH SW

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX

XX

XX

XX

XX

XX

XX

XX

X

X

XX

XX

XX

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

RAMP

CLOSED

AHEAD

I

ROAD

CONSTRUCTION

AHEAD

MAYOR RAHM EMANUEL


CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

A

C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

J

K

L

KEY PLAN

3/2

0/2

017

3:0

6:1

7 P

M

c:\p

ww

orkin

g\n

ai\


P-M

9185.1

2-0

0-A

P-2

19-M

OT CIC

ER

O A

VE F

LY

OV

ER R

AM

P D

ET

OU

R.d

gn

MARK

2

Fax: 312.251.3015

Telephone: 312.251.3000



®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A


SECURITY CHECKPOINT

EXPANSION

1/31/2017


EXPIRES: 11/30/2017

M9185.12


062-061236

LARSON

CARL ERIC

LIC

EN

SE

D

PROFESSIONAL E

NGIN

EE

R

S T

AT E

O F I L L I N O

I

S

3 3/13/2017 ADDENDUM 4


ISSUE FOR PERMIT

MARCH 21, 2017

5 3/21/2017 ADDENDUM 5

ADDENDUM 5

0

25 50









MA

TC

HLIN

E B-B

MA

TC

HLIN

E B-B




W 5

9T

H S

T (

WE

ST

BO

UN

D)

W 5

9T

H S

T (

EA

ST

BO

UN

D)

SOUTH CICERO AVE

S KILPATRICK AVE

AIR

PO

RT E

NT

RA

NC

E

LEGEND

I



WORK AREA




ARROW BOARD

SIGN

1

NOT TO SCALE

AP-220

MOT

CICERO AVE





DETAILS.


NIGHTTIME CLOSURE 1PAVEMENT RESTORATIONCICERO AVE MOT

RESTORATION

PAVEMENT

PROPOSED PCC

5 PAVEMENT RESTORATIONTRAFFIC USING THE DETAILS SHOWN ON SHEETS AP-222 THROUGH AP-228.


AP-006 FOR MORE PHASING INFORMATION.

3:30 AM, OR AS APPROVED BY THE COMMISSIONER. SEE SHEET AP-001 THROUGH

CLOSURE. THE WORK HOURS ASSOCIATED WITH THIS CLOSURE ARE 9:30 PM TO

AND RESTORE PCC PAVEMENT ON NORTHBOUND CICERO AVE. THIS IS A NIGHTLY

THIS CLOSURE IS REQUIRED TO CONSTRUCT TO COMPLETE UTILITY RELOCATIONS3.



NOTES

26 770

200'

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

SP

EE

D

LIM

IT

ZO

NE

WORK

30

ROAD

AHEAD

CONSTRUCT

ION

200'

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

132' 300' 200' 165' 165' 165'

500

LEFT LA

NES

CL

OSE

D

AHE

AD

2

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

ROAD

AHEAD

CONSTRUCT

ION

RO

AD

AHE

AD

CO

NST

RU

CTIO

N

LEFT LA

NES

CL

OSE

D

AHE

AD

2

SP

EE

D

LIM

IT

ZO

NE

WORK

30

200'

200'

132' 300' 200' 165' 165' 165'

500

200'

200'

500

II I

I

II I

I

11'

22'

132' 300' 200' 165' 165' 165' 576'

MAYOR RAHM EMANUEL


CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

A

C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

J

K

L

KEY PLAN

3/2

0/2

017

2:2

6:5

1 P

M

c:\p

ww

orkin

g\n

ai\


P-M

9185.1

2-0

0-A

P-2

20-M

OT CIC

ER

O A

VE P

CC R

ES

TO

RA

TIO

N.d

gn

MARK

2

Fax: 312.251.3015

Telephone: 312.251.3000



®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A


SECURITY CHECKPOINT

EXPANSION

1/31/2017


EXPIRES: 11/30/2017

M9185.12


062-061236

LARSON

CARL ERIC

LIC

EN

SE

D

PROFESSIONAL E

NGIN

EE

R

S T

AT E

O F I L L I N O

I

S

3 3/13/2017 ADDENDUM 4


ISSUE FOR PERMIT

MARCH 22, 2017

5 3/22/2017 ADDENDUM 5

ADDENDUM 5

0

25 50









MA

TC

HLIN

E A-A

NORTH CICERO AVE



AIR

PO

RT E

XIT

MA

TC

HLIN

E A-A

LEGEND

I



WORK AREA




ARROW BOARD

SIGN

1

NOT TO SCALE

5





DETAILS.


NIGHTTIME CLOSURE 2PAVEMENT RESTORATIONCICERO AVE MOT

PAVEMENT RESTORATION

PROPOSED PCC

AP-221

PAVEMENT RESTORATION

MOT

CICERO AVE



PHASING INFORMATION.

APPROVED BY THE COMMISSIONER. SEE SHEET AP-001 THROUGH AP-006 FOR MORE

WORK HOURS ASSOCIATED WITH THIS CLOSURE ARE 9:30 PM TO 3:30 AM, OR AS

PCC PAVEMENT ON SOUTHBOUND CICERO AVE. THIS IS A NIGHTLY CLOSURE. THE

THIS CLOSURE IS REQUIRED TO COMPLETE UTILITY RELOCATIONS AND RESTORE3.



NOTES

RO

AD

AHEA

DC

ONSTR

UCTIO

N

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

CONSTRUCTION

SP

EE

D

LIM

IT

ZO

NE

WO

RK

30

200'

200'

131'200'300'200'165'165'165'576'

LEFT LANE

CL

OSE

D

AHE

AD

2

26 770

II

II

IIII2

2'

11'

200'165'165'165'576'

MAYOR RAHM EMANUEL


CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

A

C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

J

K

L

KEY PLAN

3/2

0/2

017

3:5

4:3

9 P

M

c:\p

ww

orkin

g\n

ai\


P-M

9185.1

2-0

0-A

P-2

21-M

OT CIC

ER

O A

VE P

CC R

ES

TO

RA

TIO

N.d

gn

MARK

2

Fax: 312.251.3015

Telephone: 312.251.3000



®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A


SECURITY CHECKPOINT

EXPANSION

1/31/2017


EXPIRES: 11/30/2017

M9185.12


062-061236

LARSON

CARL ERIC

LIC

EN

SE

D

PROFESSIONAL E

NGIN

EE

R

S T

AT E

O F I L L I N O

I

S

3 3/13/2017 ADDENDUM 4


ISSUE FOR PERMIT

MARCH 21, 2017

5 3/21/2017 ADDENDUM 5

ADDENDUM 5

LEFT LANE

CLOSED

AHEAD

SPEED

LIMIT

ZONE

WORK

30

EXIT

AHEAD

OPEN

EXIT

RAMP

AHEAD

CLOSEDSPEED

LIMIT

ZONE

WORK

15CLOSED

RAMP

RAMP CLOSED

CLOSED

WILL BE

THIS RAMP

RIGHT LANE

CLOSED

AHEAD

XX

XX

XXXXX

ORANGE (RETROREFLECTIVE)

BACKGROUND - FLOURESCENT

LEGEND - BLACK

COLORS:

G20-5aP 24" X 18"

(RETROREFLECTIVE)

BACKGROUND - WHITE

LEGEND - BLACK

COLORS:

R2-1 24" X 30"

(RETROREFLECTIVE)

BACKGROUND - WHITE

LEGEND - BLACK

COLORS:

M1-I100 24" X 24"

BACKGROUND - GREEN

(RETROREFLECTIVE)

SYMBOL - WHITE

COLORS:

I-5 24" X 24"



LEGEND - BLACK

COLORS:

E5-2 SPECIAL 42" X 36"

(RETROREFLECTIVE)

BACKGROUND - WHITE

LEGEND - BLACK

COLORS:

M3-1 24" X 12"

(RETROREFLECTIVE)

BACKGROUND - WHITE

LEGEND - BLACK

COLORS:

M3-3 24" X 12"



LEGEND - BLACK

COLORS:

M4-8 24" X 12"

LEGEND & BACKGROUND - BLACK

(RETROREFLECTIVE)

ARROW - FLOURESCENT ORANGE

COLORS:

M4-10 48" X 18"

(RETROREFLECTIVE)

BACKGROUND - WHITE

ARROW SYMBOL & BORDER - BLACK

(RETROREFLECTIVE)

CIRCLE & DIAGONAL - RED

COLORS:

R3-2 24" X 24"

(RETROREFLECTIVE)

BACKGROUND - WHITE

LEGEND - BLACK

COLORS:

R11-2 48" X 30"

(RETROREFLECTIVE)

BACKGROUND - WHITE

LEGEND - BLACK

COLORS:

R11-2 48" X 36"

NOTE: MOUNTED DIAGONALLY



LEGEND - BLACK

COLORS:

(SEE IDOT TC-08)

CUSTOM 120" X 24"

TIME OF CLOSURE

FILLED WITH DATES AND

NOTE: BLANK AREAS TO BE

(RETROREFLECTIVE)

BACKGROUND - WHITE

LEGEND - BLACK

COLORS:

(SEE TC-08)

CUSTOM 48" X 60"



LEGEND - BLACK

COLORS:

W20-I103 48" X 48"



LEGEND - BLACK

COLORS:

W20-2 48" X 48"



LEGEND - BLACK

COLORS:

W20-3 48" X 48"



LEGEND - BLACK

COLORS:

W20-5 48" X 48"



SYMBOL - BLACK

COLORS:

W21-1 48" X 48"

DETAIL 701901-05

ON PLANS, SEE IDOT STANDARD

WARNING LIGHT AS INDICATED



LEGEND & SYMBOL - BLACK

COLORS:

E5-1 SPECIAL 42" X 36"

I-5 IF MOUNTED BELOW I-5

NOTE: COLORS TO MATCH SIGN

(RETROREFLECTIVE)

BACKGROUND - WHITE

SYMBOL - BLACK

COLORS:

M5-1 21" X 15"



(RETROREFLECTIVE)

BACKGROUND - WHITE

SYMBOL - BLACK

COLORS:

M6-1 21" X 15"



(RETROREFLECTIVE)

BACKGROUND - WHITE

SYMBOL - BLACK

COLORS:

M6-2 21" X 15"



(RETROREFLECTIVE)

BACKGROUND - WHITE

SYMBOL - BLACK

COLORS:

M6-3 21" X 15"

SEE SHEETS AP-222 THROUGH AP-227 FOR MAINTENANCE OF TRAFFIC DETAILS.2.

SIGN PLACARDS NOT DRAWN TO SCALE.1.

NOTES

ROAD

AHEAD

CONSTRUCTION

RJM KRW CEL

MOT

SIGN SCHEDULE

AP-228

LEFT LANES

CLOSED

AHEAD

2



LEGEND - BLACK

COLORS:

W21-I106L(0) 48" X 48"

5

MAYOR RAHM EMANUEL


CITY OF CHICAGO


DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


DATE

ISSUE:

B

A

C

303 W Erie St #510

Chicago, IL 60654

Telephone: 312.915.0557

10987654321

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

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KEY PLAN

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Fax: 312.251.3015

Telephone: 312.251.3000



®

ISSUANCE

Telephone: 312.432.4180

Chicago, IL 60642

700 N Sangamon St

A


SECURITY CHECKPOINT

EXPANSION

1/31/2017


EXPIRES: 11/30/2017

M9185.12


062-061236

LARSON

CARL ERIC

LIC

EN

SE

D

PROFESSIONAL E

NGIN

EE

R

S T

AT E

O F I L L I N O

I

S

3 3/13/2017 ADDENDUM 4


ISSUE FOR PERMIT

MARCH 21, 2017

5 3/21/2017 ADDENDUM 5

ADDENDUM 5

GENERAL TECHNOLOGY NOTES

1. DEFINITIONS

"FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO DELIVERY OF AN ITEM OFEQUIPMENT TO THE PROJECT SITE, READY FOR INSTALLATION. INSTALL" MEANS TO SET INPLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER. PROVIDE" MEANS TO "FURNISH"AND "INSTALL". "FUTURE", "BY OTHERS", "REFER (DISCIPLINE) DIVISION" AND SIMILAREXPRESSIONS INDICATE WORK THAT MAY BE PERFORMED UNDER THE CONTRACTDOCUMENTS BUT, NOT NECESSARILY UNDER THE DIVISION OR DISCIPLINE ON WHICH THENOTE APPEARS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORKWITH SUPPLIERS, SUBCONTRACTORS, EMPLOYEES, ETC. SHOULD CLARIFICATION OF ANYPORTION OF THE WORK BE REQUIRED, CONTACT THE ARCHITECT/ENGINEER PRIOR TOSUBMITTING BID.

2. CODES

THE WORK SHALL COMPLY WITH LATEST CHICAGO BUILDING CODE. THIS WOULD INCLUDE, BUTIS NOT LIMITED TO, THE CURRENT CITY BUILDING CODE, ANSI/TIA/NECS/BICSI, AMMENDMENTS,NFPA, ANSI, OSHA, AND ALL OTHER LOCAL OR MUNICIPAL BUREAUS AND DEPARTMENTS WHICHHAVE AUTHORITY OVER THE PROJECT; ANYTHING IN THESE CONTRACT DOCUMENTS NOTWITHSTANDING. THIS SHALL NOT BE CONSTRUED AS WAIVING COMPLIANCE WITH ANYREQUIREMENTS OF THE PLANS AND SPECIFICATIONS WHICH MAY BE IN EXCESS OF ANYREQUIREMENTS OF THESE CODES.

3. INTERPRETATION OF THE DOCUMENTS

THE CONTRACTOR SHALL CAREFULLY COMPARE THE DRAWINGS AND SPECIFICATIONS,CHECKING THE MEASUREMENTS AND CONDITIONS UNDER WHICH CONSTRUCTION IS TO BEIMPLEMENTED. FOR CLARIFICATION BETWEEN VARIOUS DRAWINGS AND/OR SPECIFICATIONS,THE DISPUTED ISSUE SHALL BE REFERRED TO THE ENGINEER BEFORE ANY WORK IS EXECUTED.THE CONTRACTOR SHALL STATE IN THEIR PROPOSAL ANY EXCEPTIONS NECESSARY TO MAKETHIS WORK A COMPLETE AND READY-TO-USE INSTALLATION. IF NOT SO-STATED IN THECONTRACTOR'S PROPOSAL, ANY SUCH WORK WILL NOT BE CONSIDERED ADDITIONAL.

4. COORDINATION

THE TECHNOLOGY DRAWINGS ARE DIAGRAMMATIC IN NATURE AND SHALL NOT BE SCALED. TOTHIS EXTENT, DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THECONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL REQUIRED WORK ANDEQUIPMENT WITH THAT OF THE OTHER TRADES. WHERE THERE ARE POTENTIAL CONFLICTS,THE CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS,SPACE REQUIREMENTS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TOACTUAL FIELD CONDITIONS. WALL AND CEILING MOUNTED ITEMS SHALL BE INSTALLED INACCORDANCE WITH THE ARCHITECTURAL FLOOR AND REFLECTED CEILING PLANS. IF LOCATIONFOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS, VERIFY THE EXACTLOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTSAPPLY TO ALL FLOOR AND CEILING TYPES IN ALL AREAS.

5. SITE EXAMINATION

THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE,EXAMINE THE PREMISES, AND MAKE A THOROUGH SURVEY OF THE CONDITIONS UNDER WHICHCONSTRUCTION WILL BE IMPLEMENTED. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUEDAS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. FAILURE TO DO SO SHALL NOTRELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. ANY LATER CLAIMS FORLABOR, EQUIPMENT, OR MATERIALS REQUIRED FOR DIFFICULTIES ENCOUNTERED WHICH COULDHAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.

6. SAFETY

THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE SAFETY OF THECLIENT'S EMPLOYEES, BUILDING EMPLOYEES AND GUESTS AS WELL AS THEIR OWN FORCES, BYADEQUATELY PROTECTING ANY EXPOSED LIVE CABLE, EQUIPMENT, OR DEVICES THROUGHOUTTHE COURSE OF THIS WORK.

7. CONTRACTOR'S DRAWING REVIEW

ALL CONTRACTORS/BIDDERS SHALL HAVE RECEIVED A COMPLETE SET OF CONSTRUCTIONDOCUMENTS FOR REVIEW AND REFERENCE TO WORK INDICATED. CONDUIT LOCATESERVICES SHALL BE REQUESTED AND COMPLETED BEFORE DISTURBANCE OF ANY EXISTINGGRADE OR ON-GRADE CONSTRUCTION, SLAB DEMOLITION, OR OTHER ACTIVITIES THAT MAYIMPACT BURIED UTILITIES OR COMMUNICATION CONDUITS. THE CONTRACTOR SHALLCONFIRM THAT CONDUIT LOCATE SERVICES HAVE BEEN COMPLETED AND THAT NOPOTENTIAL CONFLICTS EXIST BEFORE EXISTING GRADE IS EXCAVATED OR EXISTINGFLOORING DEMOLISHED, REGARDLESS OF THE LOCATION ON THE PROPERTY. THIS SHALL BEREVIEWED WITH THE OWNER'S PROJECT REPRESENTATIVE.

8. STATEMENT OF WORK

THE CONTRACTOR SHALL PROVIDE THE COMPLETE TECHNOLOGY INSTALLATION OF WORK ASINDICATED IN THE CONSTRUCTION DOCUMENTS. PRIOR TO COMMENCEMENT, THECONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL, ANY SEQUENCE OF WORK, MOP'S(METHOD OF PROCEDURE) AND/OR COORDINATION SHOP DRAWINGS FOR THE INTENDED THECONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY MATERIALS OR APPARATUSBELIEVED TO BE INADEQUATE, UNSUITABLE, VIOLATION OF LAWS, ORDINANCES, RULES ORREGULATIONS OF AUTHORITIES HAVING JURISDICTION.

9. WORK PERFORMANCE REQUIREMENTS

ANY PENETRATIONS OR OPENINGS IN FIRE-RATED PARTITIONS (WALLS OR FLOORS) SHALL BECLOSED AT THE END OF EACH WORK DAY, OR WHENEVER IT IS ANTICIPATED THAT NO FURTHERWORK WILL OCCUR IN THAT OPENING DURING THE DAY. THIS INCLUDES ALL TEMPORARY OPENINGS.CLOSURE SHALL BE IN COMPLIANCE WITH 3M FIREPROOFING TEMPORARY OPENINGS. ALLTEMPORARY WALL AND FLOOR OPENINGS SHALL BE PROTECTED AND MARKED AT ALL TIMES.PAINTING SHALL BE SCHEDULED SUCH THAT DRYING TIME OCCURS DURING NON-WORKING HOURSFOR OPERATIONS PERSONNEL COMFORT. NO WELDING SHALL TAKE PLACE INSIDE OF OPERATINGFACILITY WITHOUT THE WRITTEN AUTHORIZATION OF THE OWNER'S PROJECT REPRESENTATIVE.WELDING SHALL NOT TAKE PLACE WITHIN 5 FEET OF ANY TELECOM EQUIPMENT RACK WITHOUTADEQUATE PROTECTIVE MEASURES, AS DEEMED APPROPRIATE BY THE OWNER'S PROJECTREPRESENTATIVE.

10. CUTTING AND PATCHING

ALL CUTTING, DRILLING AND PATCHING OF MASONRY STEEL OR IRON WORK BELONGING TO THEBUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAY BE PROPERLYINSTALLED, BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT THEDIRECTIONS OF THE ARCHITECT/ENGINEER OR THEIR REPRESENTATIVE.

11. AS-BUILT DRAWINGS

THE CONTRACTOR SHALL PROVIDE ALL "AS-BUILT" DRAWINGS SCALED 1/4" MINIMUM ANDSUBMIT FOR APPROVAL TO THE ARCHITECT/ENGINEER.

12. FIRESTOPPING

ALL PENETRATIONS IN WALLS, FLOORS, OR CEILINGS SHALL BE SUITABLY CLOSED UP ANDSEALED WITH A FIRE-STOPPING COMPOUND LISTED IN THE MOST RECENT FACTORY MUTUALRESEARCH CORPORATION (FMRC) APPROVAL GUIDE. ONLY PRODUCTS MANUFACTURED BYHILTI SHALL BE PREFERRED (NO SUBSTITUTIONS).

17. TECHNOLOGY ALTERATION AND DEMOLITION:

A. A COMPLETE AND ACCURATE DESCRIPTION OF ALL TECHNOLOGY WORK WITHIN THEAFFECTED AREAS CANNOT BE ACCOMPLISHED THROUGH THE MEDIA OF DRAWINGS ANDSPECIFICATIONS. IN EVERY CASE WHERE SUCH EXISTING TECHNOLOGY WORK PREVENTSPROPER CONSTRUCTION OF NEW WORK AS INDICATED, PERFORM WHATEVER WORK ANDPROVIDE WHATEVER MATERIALS ARE REQUIRED IN ORDER TO REMOVE, REROUTE,RELOCATE OR IN OTHER WAYS ALTER THAT EXISTING INTERIOR AND/OR SITE TECHNOLOGYWORK. SUCH PERFORMANCE AS GENERALLY OUTLINED HEREIN AND AS IS FOUNDNECESSARY UNDER FIELD CONDITIONS SHALL BE CONSIDERED IS INCLUDED UNDER THECONTRACT.

B. THE TECHNOLOGY DRAWINGS ARE GENERALLY INSTRUCTIVE OF THE ALTERATIONS WHICHINVOLVE THE EXISTING TECHNOLOGY WORK. IT IS NOT INTENDED THAT SUCHALTERATIONS BE LIMITED TO THESE INSTRUCTIONS.

C. WHERE EXISTING INTERIOR AND/OR SITE TECHNOLOGY WORK MUST BE DEMOLISHED AS ARESULT OF THE ALTERATIONS, IT SHALL BE COMPLETELY DEMOLISHED, BACK TO THE FIRSTOUTLET WHICH IS LEFT UNAFFECTED BY THE REVISION. ALL CONDUIT, WIRE, SUPPORTS,HANGERS, ETC. ARE INCLUDED. CONDUIT WHICH IS BURIED IN CONCRETE OR OTHERWISEINACCESSIBLY POSITIONED MAY BE ABANDONED. IN SUCH CASES, ALL WIRE SHALL BEPULLED OUT OF CONDUIT AND THE CONDUIT ITSELF PLUGGED AT EACH END.

D. EXISTING TECHNOLOGY MATERIALS AND EQUIPMENT, INCLUDING TELECOMMUNICATIONSDEVICES, SECURITY DEVICES, CONDUIT OUTLETS, FITTINGS, WIRE, CABLE AND OTHERDEVICES WHICH AREA DEMOLISHED AS A RESULT OF THE ALTERATIONS SHALL BE STOREDON THE SITE AS DIRECTED.

E. ALL ITEMS OF EXISTING EQUIPMENT, MATERIALS, ETC. SHALL REMAIN THE PROPERTY OFTHE BUILDING OWNER. ALL REUSABLE ITEMS SALVAGED DURING DEMOLITION SHALL BERETAINED AND TURNED OVER TO THE BUILDING OWNER.

F. LEGALLY DISPOSE ALL ITEMS REJECTED OR UNWANTED BY THE BUILDING OWNER.EXISTING TECHNOLOGY MATERIALS AND EQUIPMENT, WITH THE EXCEPTION OF WIRE ANDCABLE, AS GENERALLY OUTLINED IN THE PREVIOUS PARAGRAPH, SHALL BE REUSED ASCOMPLETELY AS IS FOUND PRACTICAL. EXAMINE THE CONDITION OF SUCH MATERIALS ANDEQUIPMENT AND MAKE A PRIOR DETERMINATION OF WHETHER IT IS SUITABLE FOR REUSE.PRESENT FINDINGS PERIODICALLY TO THE ARCHITECT WHO IN TURN WILL MAKE THE FINALDECISION REGARDING REUSABILITY. ALL WIRE AND CABLE SHALL BE NEW.

G. CONTRACTOR SHALL REPAIR ALL DAMAGES TO EXISTING CONSTRUCTION DUE TODEMOLITION, ALTERATIONS, OPERATION OR INSTALLATION OF NEW WORK.

H. CONTRACTOR SHALL PERFORM ALL INTERIOR AND/OR SITE CUTTING AND PATCHING FORTECHNOLOGY WORKUNLESS NOTED OTHERWISE.

13. TEMPORARY POWER AND LIGHTING

THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING FOR THIS WORKDURING CONSTRUCTION. TEMPORARY LIGHTING SHALL AT LEAST BE THE EQUAL OF (1)100-WATT FIXTURE EVERY 100 SQUARE FEET, WITH A MINIMUM ONE FIXTURE PER TEMPORARYLIGHTING SHALL BE LEFT IN PLACE UNTIL PERMANENT LIGHTING IS COMPLETELY OPERATIONAL.COORDINATE TEMPORARY POWER REQUIREMENTS WITH THE OTHER TRADES AND PROVIDEADEQUATE PROVISIONS. THE CONTRACTOR SHALL PERFORM ALL COORDINATION WITH THEOWNER AND/OR LANDLORD AND UTILITY COMPANY.

ALL CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND MINIMUM SIZE SHALL BE 3/4"UNLESS NOTED OTHERWISE. CONNECTORS AND COUPLINGS SHALL BE INSULATED-THROATCOMPRESSION TYPE ONLY. RIGID GALVANIZED-STEEL (RGS) CONDUIT SHALL BE USED WHENCONDUIT IS INSTALLED IN OUTDOOR AREAS OR WHERE OTHERWISE EXPOSED TO PHYSICALEMERGENCY SYSTEMS SHALL BE RUN IN SEPARATE RACEWAY/CONDUIT SYSTEM(S). METALRACEWAY OR CABLE ARMOR/SHEATH SHALL NOT BE USED AS THE PRIMARY EQUIPMENTGROUNDING CONDUCTOR. ON BRIDGES, EXPOSED RACEWAYS FOR COMMUNICATIONS WILL BEGALVANIZED RIGID STEEL CONDUIT. IF RACEWAY SYSTEMS ARE CONCEALED AS AN INTEGRALPART OF EMERGENCY PEDESTRIAN WALKWAY SCHEDULE 40 PVC CONDUIT MAY BE USED,EXCEPT FOR TRANSITIONS AT THE END OF THE BRIDGE, WHICH WILL BE PVC/GRS CONDUITDIRECT BURIED OR DUCTBANK WITH GRS CONDUIT. TRANSITIONS AT END OF BRIDGES ANDBRIDGE EXPANSION JOINTS REQUIRE EXPANSION COUPLINGS WITH ACCESSIBLE COVERS.PROVIDE NYLON PULL STRINGS IN ALL CONDUITS PRIOR TO WIRE/CABLING BEING PULLED.PROVIDE SPARE PULLSTRINGS IN ALL CONDUITS FOR FUTURE WIRE TO BE PULLED. CONDUITSTO BE CAPPED DURING CONSTRUCTION TO PREVENT ENTRANCE OF DEBRIS.

APPLICABLE TO ALL TECHNOLOGY DRAWINGS

15. EQUIPMENT

ALL MATERIALS AND EQUIPMENT PROVIDED IN THIS WORK SHALL BE NEW AND SHALL HAVETHE APPROPRIATE UL LISTING AND/OR FM APPROVAL.

TELECOMMUNICATION NOTES:

1.

2.

3.

REFER TO ARCHITECTURAL DRAWINGS FOR FINAL DEVICE LOCATIONS AND MOUNTINGHEIGHTS.

ALL WIRELESS ACCESS POINTS ARE OWNER PROVIDED AND CONTRACTOR INSTALLED.WIRELESS ACCESS POINT LOCATIONS ARE CONSIDERED APPROXIMATE. FINAL LOCATIONBASE ON SIGNAL STRENGTH SHALL BE DETERMINED BY WIRELESS INTEGRATOR.

CONTRACTOR SHALL ROUTE CABLING FOR ALL FLOOR MOUNTED DEVICES IN FLOOR CELLSYSTEM TO THE RESPECTIVE TELECOMMUNICATIONS ROOM AS NOTED ON SHEET T-107.

TECHNOLOGY LEGEND

ELECTRIC STRIKE

CARD READER

PANIC DISTRESS BUTTON

ES

PDB

D DATA JUNCTION BOX WITH FLEXIBLE CONDUIT AND FINAL EQUIPMENTOR FURNITURE SYSTEM CONNECTION

COMMUNICATIONS

INTERCOM STATION

REX (REQUEST-TO-EXIT)

ML

PUSH PLATEPP

PUSH-TO-EXIT BUTTONPEB

ELECTRIFIED DOOR HINGEH

QUAD PORT FACEPLATE - (4 DATA CABLES)

DUAL PORT FACEPLATE - (2 DATA CABLES)

SECURITY DEVICES

SINGLE PORT FACEPLATE - (1 DATA CABLE)

DOOR CONTACT

C1

C2

F1

F2

F3

F4

F5

F6

F7

F8

F9

F10

F11

F12

F13

E1

E2

E3

E5

G1

G2

G3

G4

G5

G6

G7

G8

G9

G10

R1

R2

R3

R4

R5

R6

R7

R8

R9

R10

P1

P2

P3

P4

P5

P6

S1

S2

S3

S4

S5

S6

S7

V1

V2

V5

F14

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

DESCRIPTIONKEY

CABLES, UTP, 4-PAIR, CATEGORY 6A

COPPER CONNECTIVITY

CABLE, RISER, CATEGORY 5e, 25 PAIR COPPER

COMMENTS

JACK, MODULAR BLANK INSERT

JACK, MODULAR, CATEGORY 6A, RJ45

FACEPLATE, MODULAR, WALL PHONE, STAINLESS STEEL

FACEPLATE, MODULAR, 1 POSITION, WHITE



PATCH PANEL, MODULAR, 24 PORT, CATEGORY 5e, 1 RMU

PATCH PANEL, MODULAR, 24 PORT, CATEGORY 6A, 1 RMU

PATCH PANEL, MODULAR, 48 PORT, CATEGORY 6A, 2 RMU, ANGLED

PATCH PANEL, MODULAR, 48 PORT, CATEGORY 6A, 2 RMU

POKE-THRU DEVICE

POKE-THRU INSERT PANEL

SURFACE MOUNT BOX, SMALL, 2 POSITION

DESCRIPTIONKEY

PATCH PANEL, FIBER OPTIC, 4 RMU, FOR MULTIMODE, POPULATED WITH DUPLEX LC CONNECTORS

PATCH PANEL, FIBER OPTIC, 4 RMU, FOR SINGLEMODE, POPULATED WITH LC CONNECTORS

ADAPTER PANEL, FIBER OPTIC, FULLY POPULATED WITH DUPLEX LC CONNECTORS

CABLES, RISER, FIBER OPTIC, (1) 12-STRAND 50 MICRON OM4 MPO PRECONNECTORIZED

CABLES, RISER, FIBER OPTIC, (1) 36-STRAND MM AND (1) 24-STRAND SM

CABLES, RISER, FIBER OPTIC, (1) 24-STRAND MM AND (1) 12-STRAND SM

FIBER CONNECTIVITY

CABLE, RISER, FIBER OPTIC, (1) 12-STRAND MM


MODULAR FIBER CASSETTE HOUSING, 4 RMU, POPULATED WITH MULTIMODE CASSETTES



PATCH PANEL, FIBER OPTIC, 1 RMU, FOR MULTIMODE, POPULATED WITH DUPLEX LC CONNECTORS

COMMENTS

PATCH PANEL, FIBER OPTIC, 1 RMU, FOR SINGLEMODE, POPULATED WITH LC CONNECTORS

110 STYLE WIRING BLOCK, CATEGORY 5e, WALL MOUNTED

DESCRIPTIONKEY

RACK, 19" EQUIPMENT, FOUR POST, 84" HIGH, ALUMINUM, BLACK FINISH

CABINET, 19" EQUIPMENT, 72" HIGH, 27" WIDE, 30" DEEP

RACKS, CABINETS AND ENCLOSURES

RACK, 19" EQUIPMENT, TWO POST, 84" HIGH, ALUMINUM, BLACK FINISH

COMMENTS

CABINET, 19" EQUIPMENT, 84" HIGH, 30" WIDE, 42" DEEP

TELECOMMUNICATIONS MAIN GROUNDING BUSBAR

TELECOMMUNICATIONS GROUNDING BUSBAR

GROUND DISCONNECT WARNING LABEL

H-TAP GROUNDING CONNECTOR, 3/0

H-TAP GROUNDING CONNECTOR, 6 AWG

GROUNDING LUG, 2-HOLE

GROUNDING BUSHING

STRANDED GROUND CABLE, 3/0

STRANDED GROUND CABLE, 6 AWG

H-TAP GROUNDING CONNECTOR, 3/0 TO 6 AWG

DESCRIPTIONKEY

COMMUNICATIONS GROUNDING AND BONDING

COMMENTS

3/4" CONDUIT

1" CONDUIT

1-1/4" CONDUIT

1-1/2" CONDUIT

2" CONDUIT

2-1/2" CONDUIT

3" CONDUIT

3-1/2" CONDUIT

4" CONDUIT

DESCRIPTIONKEY

COMMUNICATIONS RACEWAY AND CONDUIT

COMMENTS

CONDUIT PULL BOX

CABLE TRAY, LADDER RACK, 18" WIDE, 4" DEEP, BLACK FINISH

CABLE TRAY, LADDER RACK, 12" WIDE, 4" DEEP, BLACK FINISH

FIBER RUNNER, 8' x 4"

RADIUS DROP OUTS

SPILL OUTS

INNERDUCT

DESCRIPTIONKEY

COMMUNICATIONS PATHWAY

COMMENTS

PLYWOOD, 3/4", FIRE RETARDANT, 4' H x 8' W (OR SMALLER TO FIT), LOWER EDGE @ 3' A.F.F.

D-RING BRACKETS

WIRE MANAGEMENT, HORIZONTAL, 1 RMU, DOUBLE SIDED WITH FINGERS



WIRE MANAGEMENT, HORIZONTAL, 2 RMU, 18" DEEP HOUSING FOR CABLE SLACK

DESCRIPTIONKEY

COMMUNICATIONS SUPPORT PRODUCTS

COMMENTS

WIRE MANAGEMENT, VERTICAL, 6" WIDE, SINGLE SIDED WITH FINGERS

CAMERA, NETWORK VANDAL DOME, 5MP, FULL 1080p

CAMERA, NETWORK VANDAL DOME, 2MP, FULL 1080p

ADAPTER, WALL MOUNTED

DESCRIPTIONKEY

VIDEO SURVEILLANCE PRODUCTS

COMMENTS


CABLE, RISER, CATEGORY 5e, 100 PAIR COPPER

V3 CAMERA, NETWORK VANDAL DOME, 4MP, FULL 1080p

V4 CAMERA, NETWORK VANDAL DOME, 5MP, FULL 1080p, 360° VIEW

F15 PATCH PANEL, FIBER OPTIC, WALL MOUNTED, FOR MULTIMODE, POPULATED WITH 6 LC CONNECTORS

E4 CABINET, WALL MOUNTED NETWORK, 19" EQUIPMENT, 17" HIGH, 24" WIDE, 25" DEEP

C18

CABLE, RG6, SHIELDED, 18 AWG, COAX

C19

EQUIPMENT LIST

DEVICE ANNOTATION

INTEGRATED CAMERA

INTEGRATED CARD READER

PC , DESK TOP PRINTER , DESK TOP PHONE (STANDARD HEIGHT)

WIRELESS ACCESS POINT

CA

CR

D

WAP

WEATHERPROOFWP

FLOOR MOUNTED

WALL MOUNTED

CEILING MOUNTED

THE FOLLOWING SYMBOLS INDICATE THE MOUNT TYPEWHEN COMBINED WITH DATA OUTLETS AND OTHER

DEVICES UNLESS OTHERWISE NOTED:

JACK, MODULAR, RG6, COAX

AUDIO VISUAL DEVICES

AUDIO VISUAL SINGLE PORT FACEPLATE (1 DATA CABLE)AV

PHONE (WALL MOUNTED)W

SECURITY NOTES:

1.

2.

3.

4.

5.

6.

REFER TO ARCHITECTURAL DRAWINGS FOR FINAL DEVICE LOCATIONS AND MOUNTINGHEIGHTS.

CAMERAS SHALL ROUTE AND TERMINATE IN NEAREST CDA TELECOMMUNICATIONS CLOSET.

REFER TO SHEET T-601 FOR CAMERA MOUNTING REQUIREMENTS.

COORDINATE ALL ROUTING WITH AIRPORT STANDARDS PRIOR TO INSTALLATION.

CONTRACTOR SHALL ROUTE CABLING FOR ALL FLOOR MOUNTED DEVICES IN FLOOR CELLSYSTEM TO THE RESPECTIVE TELECOMMUNICATIONS ROOM AS NOTED ON SHEET T-107.

REFER TO SHEET T-601 FOR DOOR SECURITY DETAILS.

16. MISCELLANEOUS SUPPORTING MEMBERS

ALL ANGLES, CHANNELS, AND OTHER MISCELLANEOUS STEEL, BOLTS, THREADED RODS, ETC.,REQUIRED TO SUPPORT LIGHT FIXTURES, LADDER TRAY OR OTHER TECHNOLOGY EQUIPMENTOR DEVICES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL THREADED RODSSHALL BE A MINIMUM OF 3/8" IN DIAMETER.

ELECTRICAL / LIGHTING PANEL (WALL MOUNTED)E

BUILDING AUTOMATION SYSTEM (WALL MOUNTED)BAS

1 PORT , 1 CABLE1

2 PORT , 2 CABLE2

3 PORT , 3 CABLE3

4 PORT , 4 CABLE4

EMERGENCY TELEPHONE UNITETU

OVERHEAD PAGING NOTES:

1.

2.

3.

THE EXISTING PAGING SPEAKERS IN THE SCOPE OF WORK AREAS SHALL BE REMOVED INCEILING PANEL, PROTECTED DURING CONSTRUCTION AND REINSTALLED IN THE FINALLAYOUT.

NEW SPEAKERS SHALL BE INSTALLED AS SHOWN IN THE NEW SCOPE OF WORK AREA.PROVIDE ALL CABLING AND COMPONENTS FOR A COMPLETE AND OPERATIONAL SYSTEM.MATCH EXISTING SPEAKER MODEL.

PROVIDE SYSTEM PROGRAMMING PER CDA REQUIREMENTS.

ELECTROMAGNETIC LOCK (15 SECOND DELAYED EGRESS)

C20

C21


CABLES, UTP, 4-PAIR, CATEGORY 6

PAGING SPEAKERS P

E6 WIRELESS ACCESS POINT JUNCTION BOX, 12" x 12" x 4"

NETWORK IP CAMERA (1 DATA CABLE)

14. CONDUIT/RACEWAY SYSTEMS

THE CONDUIT ROUTINGS INDICATED ARE ONLY DIAGRAMMATIC IN NATURE. FIELD CONDITIONSSHALL DICTATE THE CONTRACTOR'S EXACT CONDUIT ROUTING. THE CONTRACTOR SHALL BERESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER THE CBC AND FOR COORDINATIONWITH OTHER DISCIPLINES. ALL EXPOSED RACEWAYS SHALL BE RUN CONCEALED WHEREPOSSIBLE AND INSTALLED PARALLEL OR PERPENDICULAR TO WALLS OR STRUCTURALMEMBERS, SUCH AS TO FOLLOW STRUCTURAL SURFACE CONTOURS AND NOT OBSTRUCTPASSAGEWAYS. MULTIPLE RACEWAYS SHALL BE RUN TOGETHER, IN GROUPING. ALL EXPOSEDCONDUIT SHALL BE ROUTED PERPENDICULAR, PARALLEL AND TIGHT TO COLUMNS AND BEAMS.ALL EXPOSED CONDUIT SHALL BE COORDINATED WITH THE ARCHITECT/ENGINEER PRIOR TOINSTALLATION. EXTRA TIME SHOULD BE ALLOWED FOR THIS REVIEW AND APPROVAL. NOADDITIONAL COST TO OWNER WILL BE ALLOWED DUE TO LACK OF COORDINATION.

4X4 EMPTY JUNCTION BOX WITH MUD RINGAV JB

ARMORED

ARMORED

ARMORED

ARMORED

ARMORED

ARMORED

AUTOMATIC EXTERNAL DEFIBRILLATORAED

AXIS XP40-Q1765 OR MANUFACTURER EQUAL

AXIS P3224-LVE OR MANUFACTURER EQUAL

AXIS M3046-V OR MANUFACTURER EQUAL

BENJ

IN RU

BAC062-061740

A

M

H

A.


KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


FEBRUARY 21, 2017


SECURITY CHECKPOINT

EXPANSION

D

E

F

G

H

J

K

L

1

C

A

B

D

E

F

G

H

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

J

K

L

ISSUE:

B

A

C



MAYOR RAHM EMANUEL




D16053-01

MARK DATE ISSUANCE

3/2

1/2

017 1

:31:3

2 P

M

TECHNOLOGY SYMBOLS,

NOTES & ABBREVIATIONS

T-001

SS SS RK

ADDENDUM 5

5 3/20/2017 ADDENDUM 53 2/21/2017 ADDENDUM 32 1/31/2017 ISSUED FOR PERMIT1 12/27/2016 ISSUED FOR BID

5

D

D

D

D

D D D D D D D D D D D D

D D DDD D D D D

D D D D D D D D D D D D D D D D D D D D D D D

D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D D

D

D

D

PD

B

PD

B

PD

B

PD

B

PD

B

PD

B

PD

B

PD

B

PD

B

PD

B PD

B

PD

B

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS AV AV AV AV

AV

AVAV

AV

AV

AV

AV

D

D

DDD D

DD

45 46 47 48 49 50 52 53 54 55 56 57 59 60

TA

BF

BE

BA.3

BA

AY

AX

N1 N2 N3 N4 N5 N6 N7 N8 N9

NF

EXISTING STAIR-1

ST-30-44-1

EXISTING ELEVATOR

EL-2-1EXISTING ELEVATOR-2

EL-2-3-2

NEW ELEVATOR-2

EL-2-6-2

EXISTING ESCALATOR

ES-10-01

EXISTING STAIR

SR-141

EXISTING ELEVATOR

EL-10-01

EXISTING ELEVATOR

EL-10-03

EXISTING STAIR-1

SR-140-1

AHU ROOM

A-204

QUEUE

A-203

STAIR

ST-2-05-2

STAIR

ST-2-04-1

58

BC

BB

NE

ND

T-300T-300T-300

1

2

3 4

51

T-302

2

T-302

T-310

10

T-310

2

21

43

T-311

10

T-311

2

T-302

4

48" A.F.F.

48" A.F.F.48" A.F.F.

48" A.F.F.

48" A.F.F.

48" A.F.F.

48" A.F.F.

48" A.F.F.

48" A.F.F.

48" A.F.F.

48" A.F.F.

48" A.F.F.JBJB

JB

JB

JB

JB

6

666

6

6

COMM ROOM

A-212ACDA I.T. ROOM-2

A-213-2

TSA I.T. ROOM-2

A-214-2

I.T. ROOM

A-208

TSA I.T. ROOM

A-209

T-312

2

777

77

LAN

E 1

LAN

E 2

LAN

E 3

LAN

E 4

LAN

E 5

LAN

E 6

LAN

E 7

LAN

E 8

LAN

E 9

LAN

E 1

0

LAN

E 1

1

LAN

E 1

2

LAN

E 1

3

LAN

E 1

4

LAN

E 1

5

LAN

E 1

6

LAN

E 1

7

LAN

E 1

8

LAN

E 1

9

LAN

E 2

0

LAN

E 2

1

LAN

E 2

2

LAN

E 2

3

88

STAIR

ST-2-07-2

STAIR

ST-2-06-2

STAIR

ST-2-08-2

SCREENING ROOM

A-210

AED AED AED

V2

V2 V2 V2 V2 V2 V2 V2 V2 V2 V2

V2

V2 V2

V2

V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2 V2

V2

V2 V2 V2 V2 V2 V2

V3 V3 V3 V3 V3

BENJ

IN RU

BAC062-061740

A

M

H

A.


KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


FEBRUARY 21, 2017


SECURITY CHECKPOINT

EXPANSION

D

E

F

G

H

J

K

L

1

C

A

B

D

E

F

G

H

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

J

K

L

ISSUE:

B

A

C



MAYOR RAHM EMANUEL




D16053-01

MARK DATE ISSUANCE

3/2

1/2

017 1

:31:5

0 P

M

BRIDGE LEVEL PLAN -

AREA A - TECHNOLOGY

PLAN

T-107

Designer SS RK

ADDENDUM 5

N 1/16" = 1'-0"1BRIDGE LEVEL - TECHNOLOGY PLAN AREA A

SCALE: 1/16"=1'-0" (1:192)

0 4' 8' 16' 32' 48'

KEYED NOTES

1 EQUIPMENT CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO TSA I.T. ROOM A-214.SECURITY DEVICE CABLING (ACCESS CONTROL) SHALL ROUTETO CDA I.T. ROOM A213

2 EQUIPMENT CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO TSA I.T. ROOM A-209.SECURITY DEVICE CABLING (ACCESS CONTROL) SHALL ROUTETO I.T. ROOM A208

3 CAMERA CABLES AND ACCESS CONTROL SYSTEM CABLES INTHIS AREA ASSOCIATED WITH THE TSA SECURITY LANESSHALL ROUTE TO CDA I.T. ROOM A-213

4 CAMERA CABLES AND ACCESS CONTROL SYSTEM CABLES INTHIS AREA ASSOCIATED WITH THE TSA SECURITY LANESSHALL ROUTE TO I.T. ROOM A-208

5 EMPLOYEE CHECK-IN CARD READER

6 PROVIDE (1) 1 1/4" EMPTY CONDUIT WITH PULL STRING FORCLEAR CHANNEL MONITORS. DISPLAYS, CABLING ANDEQUIPMENT PROVIDED BY CLEAR CHANNEL. COORDINATEEQUIPMENT LOCATION WITH CLEAR CHANNEL FOR FINALTERMINATION OF CONDUIT

GENERAL NOTES

ALL OVERHEAD PAGING SPEAKER CABLING SHALL ROUTE VIACOMM ROOM A-212A AND TERMINATE IN MDF ROOM 10-153. REFER TOSHEET T-600 AND T-601 FOR INSTALLATION DETAIL AND REQUIREMENTS.

REFER TO SHEET T-001 FOR ALL GENERAL REQUIREMENTS.

REFER TO SHEETS T-600 AND T-601 FOR DETAILS

ALL FLOOR MOUNTED TELECOMMUNICATIONS DEVICE CABLING IN THISAREA SHALL ROUTE TO RESPECTIVE TSA I.T. ROOMS VIA UNDERFLOORELECTRICAL DUCT SYSTEM. COORDINATE DUCT SYSTEM DETAILS ANDREQUIREMENTS WITH ELECTRICAL DOCUMENTS.

COORDINATE DATA CABLE INSTALLATION AT THE TSA SECURITY LANESWITH EQUIPMENT PLACEMENT.

1.

2.

3.

4.

5.

7 AV EQUIPMENT CABLES SHALL ROUTE TO COMM ROOM A-212A

8 SALTO DOOR LOCK SYSTEM PROVIDED BY OTHERS


5

45 46 47 48 49 50 52 53 54 55 56 57 59 60 61

TA

BF

BE

BA.3

BA

AY

AX

N1 N2 N3 N4 N5 N6 N7 N8 N9

NF

FUTURE TSA BREAK

RM.

A-302

EXISTING MECH. RM.

30-306

STAIR-1

ST-2-05-1

STAIR-1

ST-2-06-1

STAIR-1

ST-2-07-1

STAIR-1

ST-2-08-1

58

BD

BC

BB

NE

ND

MECH. RM.

A-303

CORRIDOR

30-302

EXISTING STAIR-3

ST-30-44-3

FUTURE TSA TOILET

RM.

30-305

SIDEWALK

SIDEWALK

DEPARTURES ROADWAY

1

1

33

4

4

5

5

EXISTINGFLIGHTINFORMATIIONDISPLAY

EXISTINGFLIGHTINFORMATIIONDISPLAY

7 6

1

1

AHU ROOM

A-301

VESTIBULE

30-3018

8

V3V3 V3 V3 V3

BENJ

IN RU

BAC062-061740

A

M

H

A.


KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


FEBRUARY 21, 2017


SECURITY CHECKPOINT

EXPANSION

D

E

F

G

H

J

K

L

1

C

A

B

D

E

F

G

H

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

J

K

L

ISSUE:

B

A

C



MAYOR RAHM EMANUEL




D16053-01

MARK DATE ISSUANCE

3/2

1/2

017 1

:32:0

5 P

M

TICKETING LEVEL PLAN -

AREA A - TECHNOLOGY

PLAN

T-110

SS SS RK

ADDENDUM 5

1/16" = 1'-0"1TICKETING LEVEL - TECHNOLOGY PLAN AREA A

N

SCALE: 1/16"=1'-0" (1:192)

0 4' 8' 16' 32' 48'

-

KEY NOTES

1 RELOCATED BROADCAST MEDIA PATCH PANEL ANDENCLOSEURE. PROVIDE NEW CABLING AND CONNETORS ANDEXTEND CONDUIT TO NEW LOCATION PER THE FOLLOWING AVREQUIREMENTS

2 NOT USE

3 RELOCATED FLIGHT INFORMATION DISPLAY. PULL NEWCABLING AND EXTEND CONDUIT TO NEW DISPLAY LOCATION

4 CAMERA AND ACCESS CONTROL DEVICE CABLES IN THIS AREASHALL ROUTE TO BRIDGE LEVEL CDA I.T. ROOM A-213

5 CAMERA AND ACCESS CONTROL DEVICE CABLES IN THIS AREASHALL ROUTE TO BRIDGE LEVEL CDA I.T. ROOM A-208

6 CABLING SHALL ROUTE AND TERMINATE IN MDF/IDF ROOM3-311

7 CABLING SHALL ROUTE AND TERMINATE IN COMM. ROOM 1-311

GENERAL NOTES

REFER TO SHEET T-001 FOR ALL GENERAL REQUIREMENTS.

REFER TO SHEETS T-600 AND T-601 FOR DETAILS

1.

2.

8 ACCESS CONTROL DEVICE CABLES SHALL ROUTE TO BRIDGELEVEL I.T. ROOM A208

NETWORKSWBBM, WLS, WMAQ, WGBO, CLTV, CNN AND CNN2

AV REQUIRMENTS(3) VIDEO BNC CONNECTORS AND CABLING(3) CAT 5E RJ45 CONNECTORS AND CABLING(4) AUDIO XLR FEMALE CONNECTORS AND CABLING(2) AUDIO XLR MALE CONNECTORS AND CABLING

NETWORKSWGN

AV REQUIRMENTS(3) VIDEO BNC CONNECTORS AND CABLING(3) CAT 5E RJ45 CONNECTORS AND CABLING(6) AUDIO XLR MALE CONNECTORS AND CABLING

NETWORKSWFLD AND WSNS

AV REQUIRMENTS(3) VIDEO BNC CONNECTORS AND CABLING(3) CAT 5E RJ45 CONNECTORS AND CABLING(2) AUDIO XLR FEMALE CONNECTORS AND CABLING(4) AUDIO XLR MALE CONNECTORS AND CABLING

5 3/20/2017 ADDENDUM 52 1/31/2017 ISSUED FOR PERMIT1 12/27/2016 ISSUED FOR BID

55 5 5

5

45 46 47 48 49 50 52 53 54 55 56 57 59 60 61

TA

BF

BE

BA.3

AY

AX

N1 N3 N4 N5 N6 N7 N8 N9

NF

MECH. ROOM

10-176

58

BC

BB

NE

ND

ARRIVALS ROADWAY

ARRIVALS ROADWAY

ARRIVALS ROADWAY

NORTHBOUND CICERO

SOUTHBOUND CICERO

EXISTING ELEVATOR-1

30-100-1

EXISTING STAIR-2

ST-30-44-2

STAIR

STR-140

STAIR

STR-135

VESTIBULE-2

2-114-2

VESTIBULE-2

2-107-2

VESTIBULE

C-109

PIER 1A - NORTH EXTENSION

PIER 1B - NORTH EXTENSION

/MATCHLINE: 1 T-105

1

1 2

2

443

3

2

T-301

V4

V4

V4

V4

V4

V4

V4

V4

V4

V4

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2 V2

V2

V2

V2

V2

V2

V2

V2

V2

V2 V2 V2

V2

V2

V2

V2

V2

V2

V2

V2

BENJ

IN RU

BAC062-061740

A

M

H

A.


KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


FEBRUARY 21, 2017


EXPANSION

D

E

F

G

H

J

K

L

1

C

A

B

D

E

F

G

H

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

J

K

L

ISSUE:

B

A

C



MAYOR RAHM EMANUEL




D16053-01

MARK DATE ISSUANCE

3/2

1/2

017 1

:32:1

8 P

M

BAGGAGE LEVEL RCP -AREA A - TECHNOLOGY

PLAN

T-204

Designer SS RK

ADDENDUM 5

1/16" = 1'-0"1BAGGAGE LEVEL - TECHNOLOGY PLAN_ AREA A

SCALE: 1/16"=1'-0" (1:192)

0 4' 8' 16' 32' 48'

N

KEYED NOTES

1 CAMERA CABLES IN THIS AREA SHALL ROUTE TO BRIDGELEVEL CDA I.T. ROOM A-213

2 CAMERA CABLES IN THIS AREA SHALL ROUTE TO BRIDGELEVEL CDA I.T. ROOM A-208

3 CAMERA CABLES IN THIS AREA SHALL ROUTE TO LTM2-206A

4 CAMERA CABLES IN THIS AREA SHALL ROUTE TO TM2-205B


5

5

5

5

5

5

5

5

5

5

5

5

5

55

55

5

5

5

5

5

5

5 5

5

5

5

5

5

5

5

5

5

5 5

5

5 5

5

PS

PS

PS

PS

PS

PSP

S

PS

PS

PS

PS

PS

PS

PS

PSP

S

PS

PSP

SP

S

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

AV AV AV AVAVAVAVAVAVAVAVAV

X

X

X

XX

X

X

X

HI.

HI.

HI.

DN

UP

DN

HC

TDD

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

PS

44 45 46 47 48 49 50 52 54 55 56 57 59 60 61

TA

BF

BE

BA.3

BA

AY

AX

N1 N3 N4 N5 N7 N8 N9

NF

EXISTING STAIR-1

ST-30-44-1

58

BD

BC

BB

NE

ND

QUEUE

A-203

AHU ROOM

A-204

TSA-1

A-205-1

TSA-2

A-205-2

1 2

3 4

2

T-302

1 2

3 4

T-310

3T-310

11

T-311

11

T-311

3

55

5

5

6

6

6

65

T-302

5

EXISTING ELEVATOREXISTING ELEVATOR

ESCALATOR

NEW ELEVATOR-2

EL-2-6-2ESCALATOREXISTING ELEVATOREXISTING ELEVATOR

/MATCHLINE: 2 T-208/MATCHLINE: 1 T-208

COMM. ROOM11-220

TSA SECURITYOFFICE11-226

COMM ROOM

A-212A

CDA I.T. ROOM-2

A-213-2

TSA I.T. ROOM-2

A-214-2

TSA I.T. ROOM

A-209

I.T. ROOM

A-208

T-312

3

5

COMM. ROOM10-203

7

AW

777

77

R5(1) R5(1)

R5(1)

R5(2)

R5(2)

R5(2)

R5(2)

7

R5(2)

R5(2)

R5(1)

R5(1)

R5(2)

/M

AT

CH

LIN

E:

2T

-208

/M

AT

CH

LIN

E:

1T

-208

V2

V3

V3

V2V2

V2

V2V2

V2V2

V3V3

V2V2

V3 V3 V3 V3 V3 V3

V2V2V2V2

V2 V2

V2 V2

V2

V2 V2

V2V2

V2 V2

V2

V2

V2 V2

V2

V2

V2 V2

V2

V2

V2 V2

V2

V2

V2 V2

V2

V2

V2 V2

V2

V2

V2 V2

V2

V2

V2 V2

V2

V2

V2

V2

V2 V2 V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2V2

V2

V2

V2V2

V2

V2

V2

V2V2

V2

V2

V2

V2

V2

V2

V2V2

V2

V2

V2V2V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2V2

V2

V2

V2V2

V2

V2V2

V2

V2

V2

V2V2

V2

V2V2

V2V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2V2

V2

V2V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2

V2V2

V2

V2

V2

V2

V2

V2

V2

V2V2

V2

V2

V2V2

V2

V2

V2V2

V2

V2

V2

V2

V2

V2

BENJ

IN RU

BAC062-061740

A

M

H

A.


KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


FEBRUARY 21, 2017


EXPANSION

D

E

F

G

H

J

K

L

1

C

A

B

D

E

F

G

H

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

J

K

L

ISSUE:

B

A

C



MAYOR RAHM EMANUEL




D16053-01

MARK DATE ISSUANCE

3/2

1/2

017 1

:32:3

1 P

M

BRIDGE LEVEL RCP -AREA A - TECHNOLOGY

PLAN

T-207

Designer SS RK

ADDENDUM 5

1/16" = 1'-0"1BRIDGE LEVEL - TECHNOLOGY RCP_ AREA A

SCALE: 1/16"=1'-0" (1:192)

0 4' 8' 16' 32' 48'

N

KEYED NOTES

1 EQUIPMENT CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO TSA I.T. ROOM A-214

2 EQUIPMENT CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO TSA I.T. ROOM A-209

3 CAMERA CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO CDA I.T. ROOM A-213

4 CAMERA CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO I.T. ROOM A-208

5 CAMERA CABLES SHALL ROUTE TO LTM2-206A

6 CAMERA CABLES SHALL ROUTE TO TM2-205B

GENERAL NOTES

1. ALL OVERHEAD PAGING SPEAKER CABLING SHALL ROUTE VIACOMM ROOM A-212A AND TERMINATE IN MDF ROOM 10-153. REFERTO SHEET T-600 AND T-601 FOR INSTALLATION DETAIL ANDREQUIREMENTS.

2. REFER TO SHEET T-302 FOR ENLARGED TYPICAL TSA LANES.3. NUMBER ADJACENT TO TAG INDICATES QUANTITY OF CONDUITS.

(X)

7 18x18 TELECOMMUNICATIONS PULL BOX

R5


5 5

5

5

5

5

5

X

X

X

XX

X

X

X

42 43 44 45 46 47 48 49 50

TD

TC

TB

TA

BF

TA.5

N1 N2

22

1

11

1

1

EXISTING CONVEYORRIGHT OF WAY

2-201

MEZZANINEEXTENSION SOUTH

2-211

/M

AT

CH

LIN

E:

2T

-208

EXISTING ELEVATOR

EL-2-1

EXISTING ELEVATOREXISTING ELEVATOR

?

ESCALATOR

ESCALATOR

ESCALATOR

/MATCHLINE: 1 T-207

1 1

/M

AT

CH

LIN

E:

2T

-208

V2

V3

V3

V2V2

V2

V3

V2V2

52 53 54 55 56 57 59 60 61

TD

TC

TB

TA

BF

TA.5

58

2

2 2

2

2

EXISTING CONVEYORRIGHT OF WAY

2-210

/M

AT

CH

LIN

E:

1T

-208

NEW ELEVATOR-2

EL-2-6-2

MEZZANINE EXTENSIONNORTH

ESCALATOR

ESCALATOREXISTING ELEVATOREXISTING ELEVATOR

ESCALATOR

NEW ESCALATOR

?

?

STAIR

/MATCHLINE: 1 T-207

22

/M

AT

CH

LIN

E:

1T

-208

V2

V2V2

V3V3

V3

V2V2

BENJ

IN RU

BAC062-061740

A

M

H

A.


KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


FEBRUARY 21, 2017


EXPANSION

D

E

F

G

H

J

K

L

1

C

A

B

D

E

F

G

H

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

J

K

L

ISSUE:

B

A

C



MAYOR RAHM EMANUEL




D16053-01

MARK DATE ISSUANCE

3/2

1/2

017 1

:32:4

6 P

M

BRIDGE LEVEL RCP -AREA B & C -

TECHNOLOGY PLAN

T-208

Designer SS RK

ADDENDUM 5

1/16" = 1'-0"1BRIDGE LEVEL - TECHNOLOGY RCP_ AREA B

1/16" = 1'-0"2BRIDGE LEVEL - TECHNOLOGY RCP_ AREA C

N

N

SCALE: 1/16"=1'-0" (1:192)

0 4' 8' 16' 32' 48'

KEY NOTES

1 CAMERA CABLES SHALL ROUTE TO LTM2-206A

2 CAMERA CABLES SHALL ROUTE TO TM2-205B


5

5

5

5

5

5

55

5

5

55

45 4647

48 49 50 52 53 54 55 56 57 60 61

TA

BF

BE

BA.3

AY

AX

N1 N2 N3 N4 N5 N8 N9

NF

VESTIBULE

2-301

VESTIBULE

2-302

58

BD

BC

BB

NE

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BAC062-061740

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KEY PLAN

DATE:

SHEET NO.REVISION

SHEET TITLE:

PROJECT NAME:

PROJECT NO.:


FEBRUARY 21, 2017


EXPANSION

D

E

F

G

H

J

K

L

1

C

A

B

D

E

F

G

H

C

B

A

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

J

K

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ISSUE:

B

A

C



MAYOR RAHM EMANUEL




D16053-01

MARK DATE ISSUANCE

3/2

1/2

017 1

:33:0

0 P

M

TICKETING LEVEL RCP -AREA A - TECHNOLOGY

PLAN

T-210

Designer SS RK

ADDENDUM 5

1/16" = 1'-0"1TICKETING LEVEL - TECHNOLOGY PLAN_ AREA A

SCALE: 1/16"=1'-0" (1:192)

0 4' 8' 16' 32' 48'

N

KEYED NOTES

1 CAMERA CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO BRIDGE LEVEL CDA I.T.ROOM A-213

2 CAMERA CABLES IN THIS AREA ASSOCIATED WITH THE TSASECURITY LANES SHALL ROUTE TO BRIDGE LEVEL CDA I.T.ROOM A-208


5 5 5

CHICAGO DEPARTMENT OF AVIATION 01 55 26 - 1 TRAFFIC CONTROL


M9185.12: PASSENGER SECURITY CHECKPOINT EXPANSION PROJECT

ISSUED FOR ADDENDUM 5

TRAFFIC CONTROL SECTION 01 55 26

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and general provisions of Part One “Instructions and Execution Documents, Part Two “General Conditions” and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY:

A. Furnish and install all Traffic Control as shown on the Drawings and as specified herein, including but not limited to the following:

1. The governing factor in the execution and staging of construction for this Project is to provide the motoring public with the safest possible travel conditions.

2. The Work under this Section includes the furnishing, installation, maintenance and removal of all traffic control and protection, including but not limited to signs, message boards, arrow boards, temporary concrete barriers, removal of existing pavement markings, energy attenuating systems, barricades, flagmen, warning lights, sandbags and all appurtenances used for the purpose of safely regulating, warning or guiding traffic and pedestrians through the construction zone as required by these Detail Specifications and as directed by the Commissioner.

1.03 RELATED WORK

A. Traffic Control is required for all work adjacent to Cicero Avenue, the MDW Arrivals Roads, and the MDW Terminal Entrance flyover ramps (from Cicero Avenue).

1.04 REFERENCES

A. Illinois Department of Transportation - Standard Specifications for Road and Bridge Construction, latest edition.

1.05 SUBMITTALS

A. Submit the following





1. Traffic Control Plan

a. The Contractor must submit a traffic control plan for the Project showing lane closures and durations for the duration of the Project.

b. The Contractor must submit all requests and obtain all approvals for temporary lane closures from the Commissioner. All requests shall be submitted a minimum of 72 hours in advance of the proposed road closures. Temporary closures, where required, will be permitted only between the hours of 12:00 a.m. to 5:00 a.m., or as allowed by the Commissioner.

1) No lane closures will be permitted during actual or predicted snow removal conditions.

2. Construction schedule for Traffic Control Plan

1.06 QUALITY CONTROL

A. Installation must be performed only by a qualified installer. The term qualified means experienced in performing the Work required by this Section on Projects of comparable scope, size and complexity. The Contractor must be able to demonstrate to the satisfaction of the Commissioner and Chief Procurement Officer that it and/or any subcontractors performing such Work have the qualifications, experience and, if applicable, licenses and permits to perform the Work in accordance with the terms and conditions of this Contract. The Contractor must submit evidence of such qualifications, licenses and permits upon request by the Commissioner.

1. The Contractor must provide a manned telephone on a continuous 24-hour-a day basis to receive notification of any deficiencies regarding traffic control and protection to correct any such deficiencies.

B. Perform Work in accordance with the latest edition, of the appropriate divisions, of the following:

1. IDOT Special Provisions as attached as Appendix A. 2. IDOT Standard Specifications for Traffic Control Items 3. IDOT Manual on Uniform Traffic Control Devices for Streets and Highways. 4. City of Chicago, Department of Streets and Sanitation. 5. IDOT Standard Specifications for Road and Bridge Construction.

1.07 SPECIAL REQUIREMENTS

A. Job Conditions - General





1. The Contractor's vehicles must always move with and not across or against the flow of traffic, separated from traffic by temporary precast concrete barriers if required.

2. Vehicles must enter or leave work areas in a manner, which will not be hazardous to or interfere with normal traffic. Vehicles must not park or stop except within the designated work areas.

3. Personal vehicles will not be permitted to park within the right of way. The Contractor's personnel will be prohibited from crossing the roadway, and all pedestrian movements will be limited to within barricaded areas.

4. Lane closures on Cicero Avenue must be in accordance with the Special Provisions, the Standard Specifications, Highway Standards, and as directed by the Commissioner. The Contractor must request and gain approval from the Illinois Department of Transportation’s Arterial Traffic Control Supervisor at (847-705-4470) seventy-two (72) hours in advance of all long term (24 hrs. or longer) lane closures.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Traffic Control Devices

1. All signs, signals, markings, reflectorized safety posts, portable barricades, portable flashers, arrow boards, portable message sign boards, flagmen, or other devices that are used for the purpose of regulating, warning and guiding expressway and crossroad traffic must conform to the applicable portions of the State of Illinois "Manual on Uniform Traffic Control Devices for Streets and Highways," and "Standard Specifications for Traffic Control Items.”

2. Striping obliterating tape to void pavement marking will be black, non-reflective and self-adhering.

3. No waiving of these requirements will be allowed without the prior written approval of the Commissioner.

4. Before beginning construction if the Contractor intends to use any signs not shown in the manual or any modification of standards shown in the manual, the Contractor must submit the details of the change and the use of the modified signs.





PART 3 - EXECUTION

3.01 GENERAL

A. All traffic control and protection must conform to the requirements of Section 701 Work Zone Traffic Control and Protection, IDOT Standard Specifications for Road and Bridge Construction, latest edition.

B. The cones or barricades, lights, and all warning signs, as required by IDOT, which will be required whenever a lane of the traveled way is closed to traffic, will be furnished and maintained by the Contractor. The Contractor will furnish and maintain all additional barricades, signs, warning lights, cones and flagmen, which is the opinion of the Commissioner and IDOT, are necessary to safeguard the traffic and protect the work site. The Contractor will be responsible for the traffic protection for the duration of this Contract.

C. Placement of all signs and barricades must proceed in the direction of flow of traffic. Removal of all signs and barricades must start at the end of the construction areas and proceed toward oncoming traffic unless otherwise directed by the Commissioner. The Contractor will be required to cover all traffic control devices which may be inconsistent with traffic patterns during all changes.

3.02 FURNISH

A. The Contractor's manner of prosecuting the work or minor revisions or modifications in the construction operations may require traffic control to not be installed in accordance with a standard detail and device. In such cases, the standard details and devices proposed to be used must be submitted to and approved by the Commissioner in advance of the change in traffic control.

B. The Contractor will be required to furnish all traffic control devices unless specifically stated otherwise. Whenever the operation of the Contractor endangers or interferes with vehicular traffic, as determined by the Commissioner, the Contractor will furnish all additional traffic control devices necessary to direct traffic and protect his workmen, at no extra cost to the Commissioner. Sand bags that are used to secure barricades and sign stands are included in this item. The Commissioner reserves the right to inspect all traffic control equipment furnished by the Contractor one week before it is used on this Contract. In addition, the Contractor must furnish additional flagmen at no cost to the Commissioner, on a continuous basis whenever construction operations encroach on traveled lanes, such as pavement marking, patching operations, etc.

C. Portable precast units which have the New Jersey configuration and which have previously been cast meeting earlier Illinois Department of Transportation standards may be used on this Project. The units must be in good condition, without cracks or spalls, and the connecting loops must not be broken. The





Contractor will be allowed to mix barrier units of previous designs in the same run with new units, provided the connecting loops are compatible and the units are of the same width so that a smooth, continuous face can be obtained. Units having designs other than the New Jersey configuration may be used with the written approval of the Commissioner.

3.03 INSTALLATION

A. Lane closure signs and flagmen signs must be erected prior to placement of drums, barricades, and/or cones and remain erected until such time as the traffic control devices have been removed from the pavement.

B. Construction signs referring to temporary lane closures during working hours must be removed or covered during nonworking hours.

C. The Contractor must so arrange his operations as to keep the closing of any lane of the traveled way to a minimum.

D. The Contractor will be responsible for the proper location, installation and arrangement of all traffic control devices used for the Project. The Commissioner will inspect the traffic control device placement before work on each stage begins, and any deficiencies will be corrected by the Contractor before starting work on that stage.

E. Whenever operations require or indicate that a relocation of a proposed or existing traffic control device is advisable including the existing signs and barricades as determined by the Commissioner, the Contractor must remove, relocate, and erect all traffic control devices in question. After the work has been completed, the Contractor, at the Commissioner's direction, must return and erect the device in its original location.

F. All advance warning signs for lane closures, guide signs, intermediate information signs and standard signs must be installed at a minimum mounting height of seven feet to the bottom of the sign. Signs must be installed in a manner to resist damage or knockdown in severe wind conditions and also allow ease of relocation during stage changes.

G. The Contractor will not be permitted to erect, change or remove his barricade system without prior approval of the Commissioner. The Contractor will be required to leave and maintain all traffic control devices in place until all construction operations have been completed in each stage. The Contractor must arrange and manipulate barricade placement and schedule construction operations to permit continuous operation of all lanes designated as open to traffic unless otherwise directed by the Commissioner.





H. The height of the barricades must be no less than three feet above the pavement or shoulder elevation. This additional protection will be considered included in the Contract, and no additional compensation will be allowed.

1. At some locations it may be necessary to supplement Type II barricades with 55-gallon steel drums. The Contractor will do this upon request from the Commissioner, at no additional cost to the City.

I. Removal of existing pavement marking and striping where required, will be by use of water blasting only.

3.04 MAINTENANCE

A. The Contractor will be required to respond to any call from the Commissioner concerning all requests for improving or correcting traffic control devices including pavement marking tape, within one-half hour from the time of notification.

B. In the event of severe weather conditions, the Contractor must provide additional personnel and equipment to maintain, relocate or remove all traffic control devices. In additional to general maintenance requirements throughout the day, the Contractor must realign all traffic control devices as necessary on a daily basis. The Contractor must relocate to the proper location all traffic control devices misplaced by Subcontractor operations. After notification, relocation of devices must take place in an expeditious manner.

3.05 REMOVE

A. The Contractor must remove all traffic control devices that were furnished, installed, and maintained by him or her under this Contract, and such devices, will remain the property of the Contractor. All traffic control devices must remain in place until specific authorization to relocate the devices is received from the Commissioner for stage changes.

3.06 TEMPORARY GUIDE SIGNS

A. The Contractor will furnish and erect temporary guide signs at the Project for maximum public guidance through the construction area and must maintain same in good condition until completion of the Project. Upon completion, the signs shall be removed. The location of the signs will be determined by the Commissioner. These temporary signs must be displayed in place prior to the commencement of construction.





3.07 GENERAL CLEAN-UP

A. All rubbish and debris resulting from the Work of this Section must be collected and disposed of as directed by the Commissioner. The Contractor must keep all public roadways, and other public right-of-ways affected by the work, clean and free from debris and dust at all times.

B. All work areas must be left in a broom clean condition.

END OF SECTION 01 55 26

Appendix “A”: Attached on following page

CHICAGO DEPARTMENT OF AVIATION APPENDIX “A” - 1 IDOT SPECIAL PROVISIONS

MIDWAY INTERNATIONAL AIRPORT FOR TRAFFIC CONTROL



APPENDIX A:

IDOT SPECIAL PROVISIONS FOR “TRAFFIC CONTROL”





TRAFFIC CONTROL PLAN Effective: September 30, 1985 Revised: January 1, 2007 Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", any special details and Highway Standards contained in the plans, and the Special Provisions contained herein. Special attention is called to Article 107.09 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained in the Contract Documents. The Contractor shall contact the District One Bureau of Traffic at least 72 hours in advance of beginning work.





PUBLIC CONVENIENCE AND SAFETY (DIST 1) Effective: May 1, 2012 Revised: July 15, 2012 Add the following to the end of the fourth paragraph of Article 107.09:

“If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply.”

Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09:

“The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After”

Delete the fifth paragraph of Article 107.09 of the Standard Specifications: “On weekends, excluding holidays, roadways with Average Daily Traffic of 25,000 or greater, all lanes shall be open to traffic from 3:00 P.M. Friday to midnight Sunday except where structure construction or major rehabilitation makes it impractical.”





Maintenance of Roadways Effective: September 30, 1985 Revised: November 1, 1996 Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer. Standard details and specifications for traffic control and protection for maintenance of roadways have been provided in the Part 3 Technical Specifications. Traffic control will be in accordance with the Contract Documents and as directed by the Commissioner. Traffic control and protection for maintenance of roadways will not be measured separately for payment. Payment will be made as part of the Contract lump sum unit price indicated by the Contractor in the part 1 – Instructions and Execution Documents, Section 3 “Schedule of Prices” for Item G-1.





TEMPORARY INFORMATION SIGNING Effective: November 13, 1996 Revised: January 2, 2007 Description. This work shall consist of furnishing, installing, maintaining, relocating for various states of construction and eventually removing temporary informational signs. Included in this item may be ground mount signs, skid mount signs, truss mount signs, bridge mount signs, and overlay sign panels which cover portions of existing signs. Materials. Materials shall be according to the following Articles of Section 1000 - Materials:

Item Article/Section a.) Sign Base (Notes 1 & 2) 1090 b.) Sign Face ( Note 3) 1091 c.) Sign Legends 1092 d.) Sign Supports 1093 e.) Overlay Panels (Note 4) 1090.02

Note 1. The Contractor may use 5/8 inch (16 mm) instead of 3/4 inch (19 mm) thick

plywood. Note 2. Type A sheeting can be used on the plywood base. Note 3. All sign faces shall be Type A except all orange signs shall meet the

requirements of Article 1106.01. Note 4. The overlay panels shall be 0.08 inch (2 mm) thick.

GENERAL CONSTRUCTION REQUIRMENTS Installation The sign sizes and legend sizes shall be verified by the Contractor prior to fabrication. Signs which are placed along the roadway and/or within the construction zone shall be installed according to the requirements of Article 701.14 and Article 720.04. The signs shall be 7 ft (2.1 m) above the near edge of the pavement and shall be a minimum of 2 ft (600 mm) beyond the edge of the paved shoulder. A minimum of two (2) posts shall be used. The attachment of temporary signs to existing sign structures or sign panels shall be approved by the Engineer. Any damage to the existing signs due to the Contractor's operations shall be repaired or signs replaced, as determined by the Engineer, at the Contractor's expense. Signs which are placed on overhead bridge structures shall be fastened to the handrail with stainless steel bands. These signs shall rest on the concrete parapet where possible. The Contractor shall furnish mounting details for approval by the Engineer.





Method of Measurement. All work specified in this section will not be measured separately for payment. Basis of Payment. All payment will be made as part of the Contract lump sum unit price indicated by the Contractor in the Part 1 – Instructions and Execution Documents, Section 3 “Schedule of Prices” for Item G-1.





KEEPING ARTERIAL ROADWAYS OPEN TO TRAFFIC (WITH 15 MIN FULL STOPS) Effective: January 22, 2003 Revised: February 20, 2015 The Contractor shall provide the necessary traffic control devices to warn the public and to delineate the work zone as required in these Special Provisions, the Standard Specifications, the State Standards, and the District Details. Arterial lane closures shall be in accordance with the Standard Specifications, Highway Standards, District Details, and the direction of the Engineer. The Contractor shall request and gain approval from the Illinois Department of Transportation’s Arterial Traffic Control Supervisor at 847-705-4470 seventy–two (72) hours in advance of all long-term (24 hrs. or longer) lane closures. This advance notification is calculated based on a Monday through Friday workweek and shall not include weekends or state holidays. Arterial lane closures not shown in the staging plans will not be permitted during peak traffic volume hours. Peak traffic volume hours are defined as weekdays (Mon. through Fri.) from 5:00 AM to 9:00 PM. Full closure of all arterial lanes in one or both directions will only be permitted for a maximum of 15 minutes at a time during the off-peak traffic volume hours. During full roadway closures, the Contractor will be required to reduce the roadway to only one open traffic lane in the affected direction(s) of travel using the appropriate State Standard(s) and District Detail(s). Police forces shall be notified and requested to close the remaining lane to facilitate the necessary work activities, except that a flagger may be substituted for daytime closures with the approval of the Engineer. The Contractor shall notify the District One Arterial Traffic Control Supervisor at 847-705-4470 at least three (3) working days (weekends and holidays DO NOT count into this notification time) in advance of the proposed road closure. Private vehicles shall not be parked in the work zone. Contractor’s equipment and/or vehicles shall not be parked on the shoulders or in the median during non-working hours. The parking of equipment and/or vehicles on State right-of-way will only be permitted at locations approved by the Engineer in accordance with Articles 701.08 and 701.11 of the Standard Specifications.

Should the Contractor fail to completely open and keep open all the traffic lanes to traffic in accordance with the limitations specified above and/or or each and every 15 minute interval or a portion thereof that a lane is blocked outside the allowable time limitations, the Contractor shall be subject to liquidated damages in accordance with Part 1 – Instructions and Execution Documents. These damages shall apply during the contract time and during any extensions of the contract time.





WET REFLECTIVE TEMPORARY TAPE TYPE III Effective: February 1, 2007 Revised: February 1, 2011 Description. This work shall consist of furnishing, installing, and maintaining Type III Temporary Pavement Marking Tape for Wet Conditions. Materials. Materials shall be according to the following. Item Article/Section

(a) Pavement Marking Tape .......................................................................... 1095.06

Initial minimum reflectance values under dry and wet conditions shall be as specified in Article 1095.06. The marking tape shall maintain its reflective properties when submerged in water. The wet reflective properties will be verified by a visual inspection method performed by the Department. The surface of the material shall provide an average skid resistance of 45 BPN when tested according to ASTM E 303.

CONSTRUCTION REQUIREMENTS

Type III Temporary Tape for Wet Conditions shall meet the requirements of Article 703.03 and 703.05. Application shall follow manufacturer’s recommendations. Method of Measurement. This work will be measured for payment in place, in feet (meters). Basis of Payment. This work will be paid for at the contract unit price per foot (meter) for WET REFLECTIVE TEMPORARY TAPE TYPE III of the line width specified, and at the contract unit price per square foot (square meter) for WET REFLECTIVE TEMPORARY TAPE TYPE III, LETTERS AND SYMBOLS.





PAVEMENT MARKING REMOVAL (BDE) Effective: July 1, 2016

Revise Article 783.02 of the Standard Specifications to read:

“783.02 Equipment. Equipment shall be according to the following.

Item .......................................................................................... Article/Section

(a) Grinders (Note 1) (b) Water Blaster with Vacuum Recovery ...................................................... 1101.12

Note 1. Grinding equipment shall be approved by the Engineer.”

Revise the first paragraph of Article 783.03 of the Standard Specifications to read:

“783.03 Removal of Conflicting Markings. Existing pavement markings that conflict

with revised traffic patterns shall be removed. If darkness or inclement weather prohibits the removal operations, such operations shall be resumed the next morning or when weather permits. In the event of removal equipment failure, such equipment shall be repaired, replaced, or leased so removal operations can be resumed within 24 hours."

Revise the first and second sentences of the first paragraph of Article 783.03(a) of the Standard Specifications to read:

“The existing pavement markings shall be removed by the method specified and in a manner that does not materially damage the surface or texture of the pavement or surfacing. Small particles of tightly adhering existing markings may remain in place, if in the opinion of the Engineer, complete removal of the small particles will result in pavement surface damage.”

Revise the first paragraph of Article 783.04 of the Standard Specifications to read:

“783.04 Cleaning. The roadway surface shall be cleaned of debris or any other

deleterious material by the use of compressed air or water blast.” Revise the first paragraph of Article 783.06 of the Standard Specifications to read:

“783.06 Basis of Payment. This work will be paid for at the contract unit price per each

for RAISED REFLECTIVE PAVEMENT MARKER REMOVAL, or at the contract unit price per square foot (square meter) for PAVEMENT MARKING REMOVAL — GRINDING and/or PAVEMENT MARKING REMOVAL — WATER BLASTING.”

Delete Article 1101.13 from the Standard Specifications.

CHICAGO DEPARTMENT OF AVIATION 05 12 00 - 1 STRUCTURAL STEEL FRAMING MIDWAY INTERNATIONAL AIRPORT (“SB” Series Drawing Sheets) M9185.12: PASSENGER SECURITY CHECKPOINT EXPANSION PROJECT ISSUED FOR ADDENDUM 5

STRUCTURAL STEEL FRAMING SECTION 05 12 00

PART 1 - GENERAL

1.01 SECTION INCLUDES:

A. Work under this Section is subject to the requirements of the Contract Documents.

B. Furnish and install all Structural Steel Work as shown on the Drawings and as specified herein, including but not limited to the following:

1. Beams and Girders specified in the SB-series plan sheets:

a. Interior & exterior bridge beams, plate girders, and North Security Hall steel framing

b. Diaphragms c. Bearing plates

2. Plates, shims, clips, fasteners, etc., necessary to install structural steel. 3. Field touch-up painting of welds and abrasions.

C. Furnish all items as shown on the Drawings and as specified to be installed under other Sections, including but not limited to the following:

1. Anchor Bolts 2. Sleeves, inserts and accessories 3. Templates, setting plates and bearing plates

1.02 RELATED WORK:

A. As specified in the following divisions:

1. Section 03 31 00 – Structural Concrete

B. Except as modified herein, the work shall conform to the applicable portions of the IDOT SSRBC Section 505.

1.03 REFERENCES:

A. 2014 AASHTO LRFD Design Specifications, 7th Edition with 2015 Interims

B. "Manual of Steel Construction", American Institute of Steel Construction.


C. "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", American Institute of Steel Construction.

D. "Code of Standard Practice for Steel Buildings and Bridges", American Institute of Steel Construction.

E. "Specification for Structural Joints using ASTM A 325 or A 490 Bolts", Research Council on Structural Connections (RCSC), American Institute of Steel Construction.

F. ANSI B18.2.2 " Square and Hex Nuts", American National Standards Institute.

G. AWS D1.5 " Bridge Welding Code", American Welding Society.

H. AWS SR-1 "Special Ruling for Gas-Metal Arc Welding with Carbon Dioxide Shielding", American Welding Society.

I. "Specifications for Assembly of Structural Joints Using High Strength Steel Bolts", Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation.

J. SSPC-SP2 "Surface Preparation Specification No. 2, Hand Tool Cleaning", The Society for Protective Coatings.

K. SSPC-SP3 "Surface Preparation Specification No. 3, Power Tool Cleaning", The Society for Protective Coatings.

L. SSPC -SP 6 "Surface Preparation Specification No. 6, Commercial Blast Cleaning", The Society for Protective Coatings.

M. "Guide to the Shop Painting of Structural Steel", The Society for Protective Coatings, and American Institute of Steel Construction.

N. SSPC-PA 1 " Paint Application Specification", The Society for Protective Coatings.

O. References to ASTM Specifications are to the designated Specifications of the American Society for Testing and Materials, latest edition.

1.04 SUBMITTALS:

A. Submit the following

1. Shop Drawings

a. Shop Drawings must show all materials, method of joining, sizes of members, and thickness of metal, and must contain full and complete information regarding joints and fastenings.


1) Drawings must show relative layout of walls, beams, girders, and other supports, as well as openings, all correctly dimensioned.

2) Items must be plainly marked for location on the job and referenced to the shop Drawings.

3) Shop Drawings must be fully coordinated with all other disciplines (MEP, lighting, fireproofing, architectural) to include all the necessary details as part of the structural steel detailing. Field modifications due to failure of properly specifying such details will be the Contractor’s responsibility and at no additional cost to the Commissioner.

b. Use AWS symbols to indicated welding and show length, size, and spacing (if not continuous).

1) Auxiliary view will be shown to clarify all welding. 2) Notations such as “1/4 inch weld” and "tack weld " will not be

acceptable.

c. Compare and cross check structural steel shop Drawings with shop Drawings of reinforced cast-in-place concrete and other work related to structural steel that are available at the time detailing is being done.

d. Erection diagrams clearly indicate the method and sequence of erection, item mark numbers, equipment loads and calculations indicating the adequacy of the permanent construction to sustain equipment and construction loads and required tolerance for setting embedded items.

e. All Shop Drawings, erection diagrams, and connection details and design calculations must be stamped by a Structural Engineer licensed in the State of Illinois.

B. Samples

1. Three Beams, 12" x 12" piece.

C. Test Reports

1. Submit test reports necessary to show compliance with the Contract Documents.

D. Manufacturer’s Certification

1. Submit certification that products meet or exceed the specified requirements.

a. Furnish the Commissioner with two (2) Certified copies of mill reports covering the chemical and physical properties of all steel used in the Work.

b. Certification of Welders; hereinafter specified in Paragraph 2.03.


1.05 QUALITY CONTROL:

A. Contractor Qualifications: Installation of structural steel must be performed only by a qualified Installer. The term qualified means experienced in performing the Work required by this Section. The Contractor must have a significant number of years of documented experience on Projects similar in size and scope to this Project. The Contractor must submit evidence of such qualifications upon request by the Commissioner.

B. Perform Work in accordance with the latest edition, of the appropriate divisions, of the following:

1. Structural steel details, fabrication, and erection must conform to AASHTO LRFD Specifications.

2. All bridge structural steel material must be AASHTO M270 Grade 50 unless indicated otherwise.

3. Field connections must be bolted or welded. High strength bolts must be installed in accordance with AASHTO Specifications. Bolts must be ASTM A 325, 7/8" diameter unless noted otherwise. All welding to be done by certified welders (See Specifications). All welds to be E70 XX Electrodes.

4. Shop and field welding procedures and standards of acceptance must be in accordance with AWS D1.5 “Structural Welding Code”, American Welding Society.

1.06 DELIVERY, STORAGE AND HANDLING:

A. Exercise care in storing, handling and erecting structural steel and provide necessary blocking or other supports required and in supporting it properly at all to ensure that no piece must be bent, twisted, or otherwise damaged. Damaged material must be corrected to the approval of the Commissioner before being erected, or replace when so directed by the Commissioner.

B. Protection - Protect materials against damage from mechanical abuse, plaster, salts, acids, staining and other foreign matter by an approved means during transportation, storage and erection and until completion of construction work. All unsatisfactory materials must be removed from the premises, and all damaged materials replaced with new materials.

C. Access and Storage Areas

1. All access routes and storage areas must be subject to the approval of the Commissioner in order to reduce interference with Airport Operations.


1.07 SPECIAL REQUIREMENTS:

A. Field Measurements - Before proceeding with the fabrication of the work, the Contractor must verify all dimensions and take such measurements as are required for proper fabrication and erection of the work.

B. Coordination - Coordinate Work of this Section with related Work specified in the other divisions/sections of the Contract Documents.

PART 2 - PRODUCTS

2.01 MATERIAL AND WORKMANSHIP:

A. Except as otherwise noted or specified, all materials, unit stresses, fabrication, assembly erection and painting must be in accordance with the AASHTO LRFD Design Specifications.

B. All steel shapes and plates unless otherwise specified, must conform to AASHTO M270 Grade 50. All welding must be with E70 electrodes and in accordance with procedures and recommendations of the AWS D1.5.

C. Shop assembled members must be welded.

1. No field riveting will be permitted.

a. Field connections must be high strength bolted or welded. b. All exposed fasteners must be tamper proof type.

D. Where welding occurs, it must be by the electric arc process in accordance with American Welding Society's Code for Bridge Welding.

E. Execute all welding by operators who have been qualified previously by tests as prescribed by the American Welding Society's Standard Qualification Procedure" to perform the work required.

1. Certification that each operator has passed the qualification tests as required in Paragraph 2.03.

F. Provide all connections, clip angles, anchors, etc., necessary for complete erection.

G. No burning of steel will be permitted in the field.

1. Members burned in the shop must be finished to an acceptable appearance, equal to a sheared finish.


2. No cutting of structural shapes must be done in the field without the consent of the Commissioner.

H. Materials must be properly marked and match-marked where field assembly is required. The sequence of shipments must be such as to expedite erection and minimize the field handling of material.

I. Use care in handling and erection to insure that steel must not be twisted, bent or otherwise damaged, and should any difficulty be encountered, it will be immediately reported to the Commissioner.

J. Fasteners

1. High strength bolts, nuts, and washers: As noted on plans. If not noted on plans, use ASTM A 325 or A 490. Bolts, nuts, and washers must conform to ANSI B18.2.2, regarding dimensions.

K. Welding Electrodes

1. In accordance with AWS standards.

L. Shear Connections

1. 3/4 inch diameter granular or solid flux filled headed studs, automatically end welded to flange as indicated in the plans, unless noted otherwise.

M. Anchor Bolts

1. Strength and size as indicated in the plans

2.02 DESIGN:

A. All connections are to be as detailed in the SB-series plan sheets.

B. Details indicated on the Drawings may be modified in order to simplify or expedite erection. Such modifications must be submitted prior to shop detailing.

1. Do not make changes, substitution, or modifications subsequent to approval of shop Drawings without resubmission and acceptance of the Commissioner.

2. All connections designed by the Contractor must be submitted for review. Such submittals must be stamped by a structural engineer licensed in Illinois retained by the Contractor.


2.03 SHOP WELDERS QUALIFICATION:

A. Welders for shop fabrication, including tack welders, must be certified and tested by an AWS Certified Welding Inspector (CWI), and the certifications signed by the same, within six (6) months before start of Work. Submit welder certifications to the Commissioner. Those currently certified, and who are performing under the classification necessary for their Work for this Contract, need not be recertified. Aforementioned certification by the Contractor will be acceptable if submitted prior to welding for the Project.

B. In the event that the Commissioner or the testing laboratory requests, in writing, recertification of a welder doing Work for this Contract, the welder will be required to do so for this work.

1. The tests and re-certification will be approved by the Commissioner and must be paid for by the Contractor.

2.04 MARKING:

A. Mark each member with an identifying mark. Marks must not be duplicated for different types of steel and must be legible throughout fabrication and visible during field erection.

B. Identifying marks must correspond to marks shown on approved erection of diagrams.

2.05 FABRICATION:

A. Materials must be new, clean and free from excessive mill scale, flake, rust or pitting.

B. Fabricate only from approved shop Drawings. Substitutions of sections or modifications of details must be made only when approved by the Commissioner, and at no additional cost to the Commissioner.

1. Cut or dress abutting joints true and straight to allow a close fit. 2. All members must be free from twist, kinks, buckles, or open joints and must

be made accurately so that when assembled, parts must come together without distortion and shimming.

C. Parts assembled with bolts must be in close contact, except where separators are required. Separators must be close fitting.

D. Bearings stiffeners for girders must have their bearing ends closely fitted to the flanges.


E. Members to be milled must be completely assembled and bolted or welded before milling.

F. Beams and girders must be cambered as indicated in accordance with AASHTO LRFD Specifications.

G. Butt welds on exterior exposed surfaces and where indicated on the Drawings must be ground flush.

H. Drill required holes in base or bearing plates.

1. Drill grout holes in column bearing plates where shown. 2. Drill holes in members for the work of other Sections where shown on the

Drawings or when information is provided before final shop drawing approval for specific members.

I. Where noted or required use threaded end welded stud connectors. Stud connectors must be visually inspected after welding.

1. Weld fillets must not be less than 90% circumferential around the weld base. If required, connector must be tested by hammering 20 degrees from the vertical without weld failure.

2. If connector fails this test or it if cannot be returned to an acceptable erect position, it must be replaced.

J. Furnish anchor bolts, setting plates, and templates in ample time to prevent delay in the work shown in other Sections.

K. Members designated as fracture critical shall be fabricated according to AWS D1.5 Section 12.

2.06 SHOP FINISHES:

A. All steel shall be unprimed and unpainted except for exposed steel, in locations indicated in the plans. In these areas, an inorganic rich primer / acrylic / acrylic paint system in Gray, Munsell No. 3B 7/1 shall be applied in the field.

1. Remove loose mill scale, rust, splatter, slag or flux deposits, oil, dirt, and other foreign matter.

B. Following items of structural work must not be painted:

1. Surfaces that are to be encased in concrete. 2. Columns that are to be encased in concrete. 3. Beams, girders, and trusses that are to be entirely encased with concrete. 4. Inside surfaces of steel column shells. 5. Faying surfaces of bolted connections prior to bolting.


6. Surfaces within 2" of any field weld location must be free of materials that would prevent proper welding or produce objectionable fumes while welding is being done.

a. If shop painted, surfaces to be welded must be wire brushed in the field before welding, to reduce paint film to a minimum.

b. After welding, all abrasions must be touched up.

PART 3 - EXECUTION

3.01 INSPECTION:

A. Before commencing steel erection, examines substrate surfaces to determine that they are free of conditions which might be detrimental to proper and timely completion of the Work. Start of Work must indicate acceptance of the substrate.

3.02 FIELD WELDERS QUALIFICATIONS:

A. Field welders must be qualified according to applicable Specification for Manual shielded-arc welders and according to AWS SR-1 for gas metal-arc welders. Field welders must be certified and tested by an AWS Certified Welding Inspector (CWI) and the certifications signed by same, within 6 months before start of Work. Qualification tests and certifications must be paid for by the Contractor.

1. Those currently certified for the classifications necessary for their work will not be required to be re-certified. The aforementioned certification will be acceptable if submitted to the Commissioner prior to the start of any field welding.

B. In the event the Commissioner or the Testing Laboratory requests in writing for the re-qualification of welder at any time during the erection welding activities of the Project, said welder must be requalified.

1. The Contractor must pay the costs for the retesting and re-qualification certification.

2. Gas metal-arc welders (including inner ship) need only be qualified for those weld positions for which they will be actually engaged.

3. Manual shielded arc welders must be qualified for at least unlimited horizontal groove and vertical fillet welds.

3.03 ERECTION EQUIPMENT:

A. Furnish erection equipment, derricks, hoists, planking, and other equipment required for the proper and safe execution of all erection work.


B. Provide temporary bracing, guys or other devices required to provide safety and stability for the erection of structural steel.

1. Leave bracing in place until steel work is in final position and approved. 2. Maintain adequate lateral support throughout construction.

C. Torque wrenches for tightening high strength bolts may be either manual or power type. Method of calibrating must meet the approval of the Commissioner.

a. Calibration of wrenches must be checked daily by an approved method. b. Check at other times when setups change or other conditions vary. c. Required bolt tension and torque values must meet the approval of the

Commissioner.

3.04 ERECTION:

A. Assume responsibility for the correct fitting of all structural members and for the elevation and alignment of the finished structure and any adjustments necessary in the steel frame because of discrepancies in elevations and alignment.

B. Work must be assembled and erected in place as rapidly as the progress of other work will permit.

C. No welding or bolts must be done until as much of the structure as will be stiffened by the welding or bolting has been properly aligned.

D. Re-drilling and drifting pins must not be used to enlarge unfair holes in main material.

1. Holes that must be enlarged to admit bolts, only with approval of the Commissioner, must be reamed.

2. Burning and drifting may be used to align unfair holes in secondary bracing members only upon meeting the approval of the Commissioner.

E. Field connections must be high strength bolts or welding as shown. Minimum bolted connections must be framed beam connections conforming to design procedure set forth in the "Manual of Steel Construction."

F. No cutting of structural shapes in the field will be allowed without meeting the approval of the Commissioner.

3.05 FIELD TOUCH-UP:

A. The shop coat of paint must be compatible with and suitable to receive final finish coats.


B. Damaged and abraded spots, bolt heads, and surfaces left unpainted for welding or any other purpose must be touched-up and painted with same paint specified for shop application.

3.06 TESTS AND INSPECTIONS:

A. The Commissioner reserves the right to have materials and workmanship subject to inspections and tests in either mill or shop witnessed by an independent QA testing laboratory.

1. Contractor must notify the Commissioner of mill and shop schedules so that arrangements can be made for a representative of the Commissioner or QA testing laboratory to be present when inspection or tests are to be made.

2. The cost of QA inspection, both at the mill and shop, will be borne by the Commissioner, except whenever any inspection is conducted outside the Continental United States, or outside of a 3 hour drive from the Airport, in which case, the Contractor shall bear the actual costs of travel and subsistence of the Commissioner’s QA inspection.

B. Periodic inspection and tests which may be required by the Commissioner is in addition to the Contractors constant QC inspection and testing and must not relieve the Contractor of the responsibility to furnish satisfactory materials and workmanship.

C. Contractor QC to check all shop welds in accordance with the IDOT SSRBCby visual means, by magnetic particle methods conforming to ASTM E 709, or by ultrasonic methods conforming to ASTM E l64. Submit three (3) copies of all test results to the Commissioner.

D. The Contractor must engage the services of an independent QC testing laboratory to perform the following field tests and submit three (3) copies of all reports to the Commissioner.

1. Corrective measures, including additional and more complete testing which may result from these tests, must be the Contractor's responsibility at no additional cost to the City.

a. High strength bolted connections must be checked in accordance with the procedures indicated in "Specifications for Structural Joints Using ASTM A 325 or A 490 Bolts", except Section 6 (c) must be used unless otherwise approved in writing by the Commissioner.

b. All welds must be visually inspected. c. All full or partial penetration welds in field erected work must be

ultrasonically tested in accordance with the requirements of ASTM E 164.


E. Cooperate with the laboratory and leave all staging in place until inspections and tests have been completed.

F. Prior to placement of concrete fill for the floor slabs, provide a survey of the structural steel components, including but not limited to the following:

1. Alignment and plumbness of all columns at all levels. 2. Alignment, related to column center lines, for the ends of all trusses, joists,

and girders (horizontal plane). 3. Elevation and camber of all exterior girders (vertical plane).

G. Contractor must submit a survey performed by a Professional Land Surveyor, registered in the State of Illinois, showing elevations and locations of base plates and anchor bolts to receive structural steel and finish elevations and locations of all major members and any deviations from the Contract Documents. Surveyor retained by the Contractor must be approved by the Commissioner. Three copies of the survey must be submitted to the Commissioner for his record.

H. The Commissioner reserves the right to reject material at any time before final acceptance of the structure when, in the opinion of the Commissioner, materials or workmanship do not conform to Specification requirements.

3.07 GENERAL CLEAN-UP:

A. All rubbish and debris resulting from the Work of this Section must be collected, removed from the site and disposed of legally.


CHICAGO DEPARTMENT OF AVIATION 23 09 20 - 1 BUILDING AUTOMATION SYSTEM (BAS) MIDWAY INTERNATIONAL AIRPORT M9185.12: PASSENGER SECURITY CHECKPOINT EXPANSION PROJECT ISSUED FOR ADDENDUM 5

BUILDING AUTOMATION SYSTEM (BAS) SECTION 23 09 20

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Part One “Instructions and Execution Documents, Part Two “General Conditions” and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes the installation of a building automation system (BAS) for control and monitoring of mechanical systems as indicated.

1.03 SYSTEM DESCRIPTION

A. The distributed digital control (DDC) and building automation system (BAS) defined herein shall provide a complete Native BACnet® Building Automation System (BAS) for all mechanical systems and other facility systems as included in the project documents. The contractor shall provide a complete and operational system to perform all sequences of operations stated in the Article "Sequence of Operation" or as shown on the control drawings.

B. The BAS shall utilize electronic sensing, microprocessor-based digital control, and electronic actuation of dampers and valves to perform the control sequences and functions specified.

C. The BAS shall provide functional features, including sequences of operations, as described in these Contract Documents. BAS performance requirements shall include the following applications.

1. Local and remote monitoring and control of heating, ventilating, air conditioning, plumbing, and electrical systems

2. Energy management routines 3. Monitoring and control of miscellaneous equipment 4. Provide a new fiber-optic based BAS which meets the requirements of the

BACnet Standard, ASHRAE/ANSI 135-95.

D. The BAS Commissioner workstation system shall include the following:

1. One (1) Webserver (control system server CSS) 2. One (1) Desktop operator workstation (OWS) 3. One (1) Laptop (portable operator terminal (POT)


4. All the software tools required to configure and maintain the server, OWS, and any local devices.

E. All interlock wiring for mechanical system equipment shall be by this contractor unless specifically stated otherwise. This shall include, but not be limited to, items such as thermostats for unit heaters, interlock wiring to central boiler control panels, chiller flow switches, and duct smoke detectors.

F. Related Work:

1. Division 22 – Plumbing Equipment 2. Division 23 – Mechanical Equipment 3. Division 26 – Electrical

1.04 APPLICATION OF OPEN SYSTEM (PROTOCOL AND LICENSING)

A. Subject to the detailed requirements provided throughout the specification, the BAS and digital control and communications components installed, as work of this contract shall be an integrated distributed processing system utilizing one of the following standards:

1. BACnet: System components shall communicate using native BACnet in accordance with ASHRAE Standard 135 and current addenda and annexes, including all workstations, all BACnet building controllers (B-BC), advanced application controllers (B-AAC) and all application specific controllers (B-ASC).

2. Gateways from other communication protocols are not acceptable. 3. All controllers must be BACnet Testing Labs listed for their required profile

(B-BC, B-AAC or B-ASC).

B. Software Licensing:

1. Include open/non-proprietary licensing for all software packages at all required Operator Interface as listed in Division 23 Section “Building Automation System – Operator Interfaces”.

2. All operator interface, programming environment, networking, database management and any other software used by the Contractor to install the system or needed to operate the system to its full capabilities shall be open-licensed and provided to the Commissioner.

3. Open/non-proprietary licensing shall allow access to all aspects of the system including system access, thin-client workstations, points, programming, database management, graphics etc. No restrictions shall be placed on the licensing.

4. Hardware and software keys to provide all rights shall be fully provided and installed on all operator interface(s). At least 2 sets of CDs/USB drivers shall be provided with backup software for all software provided, so that the Commissioner may reinstall any software as necessary. Include all licensing for workstation operating systems, and all required third-party


software licenses. These backup disks shall include a backup of all program data files, graphics etc. and shall allow the Commissioner to completely restore the system in the case of a computer malfunction.

1.05 ACCEPTABLE MANUFACTURERS:

A. Existing system is an Alerton platform.

B. The following is a list of BAS manufacturers who are regularly engaged in the production of specialized building automation control systems for the HVAC industry. This listing shall not relieve the Contractor of compliance with any Contract Document requirements.

Manufacturer/Contractor 1. Alerton Technologies by Inspiring Technologies 2.1. Alerton Technologies by Control Engineering 3.2. Alerton Technologies by Syscerco 4.3. Johnson FX Control System 5.4. Siemens Talon Control System 6.5. Honeywell Spyder Control System 7. No substitution.

C. The design of this project, including all plans, drawings, and construction details, is based on the stated manufacturer’s model numbers. If the Contractor intends to provide items or equipment from any of the other acceptable manufacturers listed in the Contract Documents, then the Contractor shall be responsible for the cost of any and all work, including, but not limited to additional design, engineering, labor, material, equipment and incidental costs, necessary to accommodate such items or equipment for this project.

D. Any and all work that may be required to accommodate any items or equipment of the other acceptable manufacturers listed in the Contract Documents is, without limitation, subject to the review of the Commissioner.

1.06 QUALITY ASSURANCE

A. Contractor Experience

1. The BAS as defined in the Contract Documents is considered to be a highly-specialized system. The Contractor shall be a building automation system specialist regularly engaged in the engineering, programming, installation, and service of building automation systems of similar size and complexity. As a building automation system specialist, the Contractor is expected to demonstrate an understanding of the systems and equipment to be placed under control, including knowledge of acceptable engineering, programming, installation, and wiring interface methods. The Contractor shall submit in writing at the time of subcontractor approval the following information for review by the Commissioner.


a. The Contractor shall have a substantial experience with the complete, turn-key installation of building automation systems of similar scope and size as this project. Document this business experience.

b. The Contractor shall have a local service facility within a 50 mile radius of the job site, staffed with qualified service personnel, fully capable of providing instructions as well as routine and emergency maintenance service on all system components. Emergency service shall be available on a 24 hour, 7 day a week basis. Describe this local service capability.

c. The Contractor shall employ specialists in the field of building automation systems including: project management, engineering, programming, field supervision installation, and start-up. Specialists shall have a substantial experience with building automation systems and substantial experience with the specific control system to be installed. Provide resumes for each member of the project team proposed for this project.

d. The Contractor shall be an authorized and factory trained installer for the BAS proposed for this project. The BAS manufacturer shall provide written authorization of Contractor. Document this authorization.

e. The Contractor’s local office shall have installed building automation system projects of similar size and technical complexity with products by the proposed BAS manufacturer. These projects must be on-line and functional such that the Commissioner can observe the BAS in full operation. Document these similar installations. Project reference shall include contact name and phone number.

f. The Contractor shall have direct installation experience with ASHRAE/ANSI BACnet 135-1995. Project reference shall include contact name and phone number.

g. The Contractor shall provide a building automation system that meets specification requirements. Provide a riser diagram of the proposed BAS including the manufacturer's part numbers of individual DDC controllers. Submit product data information sheets for each model of DDC controller identified on the BAS riser diagram.

h. Provide a project schedule for this BAS installation including significant tasks and milestones.

i. The Contractor shall use certified electricians to install the BAS and pipefitters to install the pneumatic control components. Document the experience of these skilled trades and any Contractor employee to be used for this portion of the work.

B. BAS Manufacturer Experience

1. The Contractor shall provide building automation system products from manufacturers regularly engaged in the production of specialized building automation systems for the HVAC industry. The Contractor shall submit in


writing at time of subcontractor approval request the following BAS manufacturer information for review by the Commissioner.

a. The BAS manufacturer shall have provided projects with building automation systems of similar size. These projects must be on-line and functional such that the Commissioner can observe the BAS in full operation. Document these similar installations. Project reference shall include contact name and phone number.

b. The BAS manufacturer shall have provided projects with building automation systems of similar technical complexity. This project requires the use of ASHRAE/ANSI BACnet 135-1995 as the communication protocol between the operator workstation and system controllers or BACnet gateways. Document these similar installations where the BACnet standard of Conformance Class 3 was successfully implemented between the BAS manufacturer and at least two other building automation system manufacturers. Project reference shall include contact name and phone number.

c. The BAS manufacturer shall have provided no less than two projects which required on-site demonstration of conformance to the BACnet standard with other building automation system manufacturer’s systems. Project reference shall include contact name and phone number.

C. Products

1. Building automation system DDC controllers shall be the products of manufacturers regularly engaged in the production of specialized building automation control systems for the HVAC industry. Building automation system products shall be the manufacturer's latest standard design that complies with the specification requirements. DDC controllers and system components shall be current production products at time of submittal; Prototypes, Beta or other non-current product offerings shall not be accepted.

2. All other project materials and equipment shall be the products of manufacturers regularly engaged in production of materials or equipment for building automation systems. The products shall be the manufacturer's latest standard design that complies with the specification requirements. Where two or more units of the same equipment are required, these units shall be products of a single manufacturer; however, the component parts of the system need not be the products of a single manufacturer. Each component product shall have the manufacturer's name, city, model and serial number permanently attached on the product.

D. Quality Assurance Program

1. The Contractor shall implement a pro-active Quality Assurance Program. This program shall consist of the following minimum requirements. The


Contractor shall be fully responsible for compliance with the installation standards and system requirements as defined herein.

a. The Contractor shall assign a single individual, the Quality Assurance Manager, to be responsible for the management of the Quality Assurance Program.

b. The Quality Assurance Manager shall submit to the Commissioner documentation of:

1) Training for employees, both office and field, and subcontractors, on the Quality Assurance Program.

2) Written verification that each worker on the project has read the specification sections outlining the project requirements for their area of specialty. No work shall be performed by any individual or company until this requirement has been met. The initial project team shall be documented in the First Project Submittal.

3) A detailed audit trail for all Quality Assurance issues including: problem ID number, date of original problem report, name of individual initiating report, individual assigned responsibility for resolving the problem, all correspondence related to the problem, and final problem resolution shall be submitted to the Commissioner by the Quality Assurance Manager.

c. Each individual team member shall be responsible for identifying and reporting Quality Assurance problems and for assisting, as requested by the Quality Assurance Manager, in the resolution thereof.

d. Resolution of all Quality Assurance issues shall be at the Contractor’s expense.

e. The Quality Assurance Manager shall submit copies of all Quality Assurance Audit Record entries to the Commissioner. All Quality Assurance related correspondence shall include the problem ID number.

f. The Commissioner shall have full audit authority over the Contractor’s Quality Assurance Program. The Contractor shall retrain or remove from the project any individual identified by the Commissioner whose workmanship is below acceptable quality standards. All quality control decisions by the Commissioner are final.

1.07 CODES AND STANDARDS

A. City of Chicago Electrical and Energy Conservation Code

B. American National Standards Institute (ANSI), ANSI Y32.2 - Standard Electronic Symbols


C. American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE) Standards:

1. 90.1: Energy Standard for Buildings except Low-Rise Residential Buildings.

2. 62.1: Ventilation for Acceptable Indoor Air Quality. 3. 135: BACnet - A Data Communication Protocol for Building Automation

and Control Networks, current version including all annexes and addenda. 4. 55: Thermal Environmental Conditions for Human Occupancy.

D. Electronics Industries Alliance:

1. EIA-709.1-A-99: Control Network Protocol Specification. 2. EIA-709.3-99: Free-Topology Twisted-Pair Channel Specification. 3. EIA-232: Interface between Data Terminal Equipment and Data Circuit-

Terminating Equipment Employing Serial Binary Data Interchange. 4. EIA-458: Standard Optical Fiber Material Classes and Preferred Sizes. 5. EIA-485: Standard for Electrical Characteristics of Generator and

Receivers for use in Balanced Digital Multipoint Systems. 6. EIA-472: General and Sectional Specifications for Fiber Optic Cable. 7. EIA-475: Generic and Sectional Specifications for Fiber Optic Connectors

and all Sectional Specifications. 8. EIA-573: Generic and Sectional Specifications for Field Portable Polishing

Device for Preparation Optical Fiber and all Sectional Specifications. 9. EIA-590: Standard for Physical Location and Protection of Below-Ground

Fiber Optic Cable Plant and all Sectional Specifications. 10. EIA-852: Tunneling of Component Network Data over IP Channels.

E. Federal Communications Commission (FCC), FCC Part15 - Rules

F. Underwriters Laboratories

1. UL 916: Energy Management Systems.

G. NEMA Compliance

1. NEMA 250: Enclosure for Electrical Equipment. 2. NEMA ICS 1: General Standards for Industrial Controls. 3. NEMA EMC1 -Energy Management Systems Definitions

H. NFPA Compliance

1. NFPA 90A: "Standard for the Installation of Air Conditioning and Ventilating Systems" where applicable to controls and control sequences.

2. NFPA 70: National Electrical Code (NEC). 3. NFPA 72: National Electrical Code (NEC).

I. Institute of Electrical and Electronics Engineers (IEEE)


1. IEEE 142: Recommended Practice for Grounding of Industrial and Commercial Power Systems.

2. IEEE 802.3: CSMA/CD (Ethernet – Based) LAN. 3. IEEE 802.4: Token Bus Working Group (ARCNET – Based) LAN.

1.08 DEFINITIONS

A. See section 23 09 21 Building Automation System – Exhibit & Definitions”, Exhibit-A for a complete list.

1.09 FUNCTIONAL INTENT

A. Where detailed functional or performance requirements are specified, products intended for the Project, conforming to the specified requirements, must be submitted to, and approved by, Commissioner prior to shipment to the Project site.

1.10 SUBMITTALS

A. Contractor shall be responsible for gathering all equipment information necessary to prepare submittals.

B. Contractor shall be responsible for field verification of site conditions and for gathering all field data necessary to prepare accurate submittals.

C. Contractor shall not order material, begin fabrication or field installation until receiving authorization to proceed in the form of a reviewed submittal.

D. Contractor shall be solely responsible for the removal and replacement of any item not reviewed by submittal at no cost to the City.

E. Submittal Review: The Commissioner and design engineer shall perform no more than two reviews of each submittal item. Should the submittals not be acceptable after the second review, the Contractor shall pay all additional expenses incurred by the Commissioner and design engineer in reviewing additional submittals at the Commissioner’s and design engineer’s current standard rate.

F. At the time of the 230900 submittal, the BAS Contractor shall submit a copy of the following with a response of “comply” or “non-comply” for every bullet point for:

1. 230920, Section 1.10 “SUBMITTALS” 2. Entirety of the 230900 section upon further request

G. Upon completion of BAS work, provide Certification of Compliance that all devices installed have been tested by the BACnet Testing Laboratory and meet


the requirements of the BACnet Manufacturers Association (BMA). The Certification of Compliance shall be signed by an Officer of the BMA.

H. Contractor shall prepare submittals for review by the Commissioner. A single comprehensive submittal is preferred. If this is not possible, then the Contractor shall provide with the first submittal a descriptive schedule of all subsequent submittals. Partial submittals without reference to the schedule shall be automatically rejected.

I. Each submittal shall have a cover sheet with the following information provided: Submittal ID number and date, Project name, address and title. Name, address, and phone number of Contractor. Drawing submittals shall be printed on 11"x17" paper, if possible.

J. Electronic Submittals: While all requirements for hard copy submittal apply, control submittals and O&M information shall also be provided in electronic format as follows.

1. Drawings and Diagrams: Shop drawings shall be provided on electronic media as an AutoCAD 2000 or later version drawing file and/or Adobe Portable Document Format file. All ‘x reference’ and font files must be provided with AutoCAD files.

2. Other Submittals: All other submittals shall be provided in Adobe Portable Document Format (PDF). Provide documents, such as Cheat Sheets and Trouble Shooting Guide, in rich text format (rtf) or Microsoft Word format as required.

K. General Submission Requirements

1. The Contractor shall provide to the City the following items for review by the Commissioner.

2. Any Contractor or employee of Contractor whose qualifications are deemed to be inadequate or unresponsive to the requirements of the Contract Documents by the Commissioner will not be acceptable.

a. List of substantial experience meeting the requirements of the “Quality Assurance” Article of this Section.

b. Provide an architectural layout of the proposed building automation system showing the primary fiber backbone, related hubs, associated hardware, and terminations at proposed control panel network devices.

c. Identify primary vendors for network components. d. Identify points of access to the network. e. Show proposed control panel locations, configurations, space sensor

locations, and primary digital control components. Include details of the proposed Network Access Portal to be provided at each control panel. List the equipment being controlled by each control panel.


f. Identify primary and portable computer configuration. Include software and associated peripheral devices as specified.

g. Provide PICS (Protocol Implementation Conformance Statements) for all controllers and associated devices proposed for installation.

L. First Project Submittal shall include the following:

1. Provide resumes for each member of the project team including project manager, quality control manager, project engineers, software programmers, field superintendents and start-up technicians.

2. Initial project team Quality Assurance compliance report. 3. Riser Diagram of complete BAS showing all DDC controllers, operator

workstations, network repeaters and network wiring; including the manufacturer's part numbers of individual DDC controllers.

4. Product information sheets for each model of DDC controller identified on the BAS Riser Diagram.

5. Point lists for each DDC controller: including Point ID Number, Point Name, Point Description, Engineering Units, Value Range, Signal Type, Connected Device Identification.

6. Naming conventions shall be according to the BACnet Standard, ASHRAE/ANSI 135-95.

7. Control points indicated in these Contract Documents shall be the minimum to be provided as part of the BAS. If additional points are required to make the system function in accordance with the sequence of operation, they shall be supplied by the Contractor at no additional cost to the City.

8. All points shown on the point list and all software parameters shall be displayed and have the capability of being adjusted at the operator workstation console.

9. Point types refer to the following:

a. AI - Analog Input: Variable Readable b. BI - Binary Input: 2 State Readable c. AO - Analog Output: Variable Commandable d. BO -Binary Output: 2 State Commandable e. Descriptive schedule of all subsequent submittals.

M. Subsequent Submittals shall include the following:

1. System flow diagrams showing all control field devices with point ID label, wiring, piping and terminal identification cross referenced to the associated DDC/local panel.

2. Bill-of-Materials for field devices and motor starter wiring diagrams. 3. Schematic of each DDC cabinet showing all input/output, power supply

and controller modules and all termination points with identification cross referenced to the associated flow diagram. Include bill of materials for DDC devices.


4. Panel construction diagram for each local control panel showing all devices and all termination points with identification cross referenced to the associated flow diagram or DDC cabinet. Include bill of material for panel devices.

5. Installation and wiring diagrams for typical field devices. 6. Vendors own written description for each sequence of operation. Recopy

of any sequence described herein is not acceptable.

a. Sequences shall reference Input/Output and software parameters by name and description, i.e. static pressure setpoint (AH_STPSP).

b. The sequences of operation provided in the submittal by the Contractor shall represent the detailed analysis needed to create actual programming code from the design documents. As such, they shall provide a very complete description of the sequences and be written in a format that is compatible with the programming language of the control system to be installed.

c. Points shall be referenced by name, including all software points such as programmable setpoints, range limits, time delays, etc. The default values for all setpoints, limits, alarm settings, etc. shall be included. Point names shall follow a predictable naming pattern and shall be reviewed and accepted by the Commissioner.

d. The sequence of operation shall cover normal operations and operations under the various alarm conditions applicable to that system.

e. Sequences shall include normal and customary software functions to provide a fully functional system and shall incorporate such features as minimum ON/OFF time delays, minimum and maximum allowed ranges for reset values, maximum ramping rates of change for analog outputs and control loops, etc., as appropriate for each system.

7. BACnet Product/Equipment Integral Controls (PIC/EIC) compliance report for each BACnet compatible device.

8. Software manuals for all applications programs to be provided as a part of the operator workstations, portable operator terminals, programming devices, etc. for evaluation for compliance with the performance requirements of this specification. Provide two copies of each software manual.

9. System Architecture and System Layout:

a. One-line diagram indicating schematic locations of all control units, workstations, LAN interface devices, gateways, etc. Indicate network number, device ID, address, device instance, MAC address, drawing reference number, and controller type for each control unit. Indicate media, protocol, baud rate, and type of each LAN. All optical isolators, repeaters, end-of-line resistors, junctions, terminators, ground locations etc. shall be located on the diagram.


b. Provide floor plans locating all control units, workstations, servers, LAN interface devices, gateways, etc. Include all WAN and LAN communication wiring routing, power wiring, power originating sources, and low voltage power wiring. Indicate network number, device ID, address, device instance, MAC address, drawing reference number, and controller type for each control unit. All optical isolators, repeaters, end-of-line resistors, junctions, ground locations etc. shall be located on the floor plans. Wiring routing as-built conditions shall be maintained accurately throughout the construction period and the drawing shall be updated to accurately reflect accurate, actual installed conditions.

10. Schematic flow diagram of each air and water system showing fans, coils, dampers, valves, pumps, heat exchange equipment and control devices. Include contractor written description of sequence of operation.

11. All physical points on the schematic flow diagram shall be indicated with names, descriptors, and point addresses identified as listed in the point summary table.

12. Provide a dedicated shop drawings of all space sensors, thermostats, OA sensors, and space/duct/hydronic pressure sensors for final EOR and AOR review.

13. With each schematic, provide a point summary table listing building number and abbreviation, system type, equipment type, full point name, point description, Ethernet backbone network number, network number, device ID, object ID (object type, instance number). See Division 23 Section" Building Automation System (BAS) - Software and Programming," PART 3 for additional requirements.

14. Label each control device with setting. 15. Label each input and output with the appropriate range. 16. Provide a Bill of Materials with each schematic. Indicate device

identification to match schematic and actual field labeling, quantity, actual product ordering number, manufacturer, description, size, voltage range, pressure range, temperature range, etc. as applicable. Also identify the specification section and specification reference.

17. Control Valve Schedules: Provide a valve and the associated actuator information in spreadsheet type schedule shall include a separate line for each valve and a column for each of the following valve attributes in the order presented here (no omissions);

a. Valve Tag, b. System, c. Service, d. Piping System Pressure Rating, e. Pipe Size, f. Body Pattern (e.g. straight thru, mixing, diverting), g. Load (coil) Flow Rate (in gpm or lbs/hr) (actual from submittals), h. Load (coil) Pressure Drop (in PSI)(actual from submittals),


i. Desired Valve Pressure Drop, j. Calculated Valve Cv k. Selected Valve Cv l. Actual Valve Pressure Drop (in PSI), m. Manufacturer, n. Part Number, o. Body Style (e.g. globe, butterfly, ball), p. Size (in inches), q. Pipe Connections (sweat, screwed, flanged), r. Fail Position Flow Pattern (de-energized) (e.g. open, closed, last

position, thru coil, bypass coil), s. Actuator Model Number, t. Actuator Working Range (in volts, mA or psi as applicable), u. Actuator Close-Off Pressure (against system), v. Comments.

18. Control Damper Schedules: Provide a damper and the associated actuator information in a spreadsheet type schedule; shall include a separate line for each damper and a column for each of the following damper attributes in the order presented here (no omissions);

a. Damper Tag, b. System, c. Service, d. Opening Size (w x h), e. Design Flow Rate (in CFM), f. Design Velocity (in FPM), g. Selected Damper Size (w x h), h. Section Labels & Sizes (w x h), i. Manufacturer, j. Part Number, k. Blade Pattern (parallel, opposed, single), l. Blade Type (e.g. air foil, two piece), m. Bearing Type, n. Fail Position (de-energized), o. Actuator Model Number, p. Actuator Quantity, q. Actuator Working Range (in volts, mA or psi as applicable), r. Actuator Mounting Location (electronic; shaft, sleeve-out collar,

channel support, s. Damper Closing Torque, t. Actuator Rated Torque, u. Damper Close-Off Pressure (against system), v. Comments w. Leakage and flow characteristics charts shall be submitted for

review.


x. Submit diagram for each damper of three or more sections wide showing the position of each section and associated actuator mountings.

19. Air Flow Measuring Station Schedules: Spreadsheet type schedule shall include a separate line for each flow station and a column for each the following station attributes in the order presented here (no omissions);

a. Station Tag, b. System, c. Service, d. Opening Size (w x h), e. Design Flow Rate (in CFM), f. Design Velocity (in FPM), g. Selected Station Size (w x h), h. Section Labels & Sizes (w x h) i. Station Manufacturer, j. Station Part Number, k. Velocity Pressure Sensor Range l. Velocity Pressure Sensor Manufacturer m. Velocity Pressure Sensor Part Number n. Comments

20. Indicate all required electrical wiring. Electrical wiring diagrams shall include both ladder logic type diagram for motor starter, boiler burner, chiller, RTU, control, and safety circuits and detailed digital interface panel point termination diagrams with all wire numbers and terminal block numbers identified. Provide panel termination drawings on separate drawings. Ladder diagrams shall appear on system schematic. Clearly differentiate between portions of wiring, which are existing, factory-installed and portions to be field-installed. For all devices with safety circuits, including burners and chillers, field wiring will be labeled and all added devices will be properly mounted. Any internal wiring changes shall be approved by the manufacturer in writing. If for example a gas booster needs to be tied into the burner circuit the manufacturer shall identify the terminal points and provide an updated control diagram.

21. Sample Operator Interface Graphic Screens for each unique type of system, with final screens to be received 60 days prior to system startup. Include each display screen to be provided, data to be displayed, and links to other screens. Outline level hierarchy shall be:

a. Site b. Building c. Floor d. System e. Parameters f. Schedules


g. Histories h. Etc.

22. Details of control panels, including controls, instruments, and labeling shown in plan or elevation indicating the installed locations.

23. Sheets shall be consecutively numbered. 24. Each sheet shall have a title indicating the type of information included

and the HVAC system controlled. 25. Table of Contents listing sheet titles and sheet numbers. 26. Legend and list of abbreviations. 27. Provide an operating schedule for review. The schedule will have a

schedule for each AHU/RTU and the associated equipment. 28. Terminal units serving private zones shall have a separate schedule from

public areas.

N. Product Data:

1. Provide a summary index of all catalog cut sheets included. Index shall precede cut sheets and list the order of the cut sheets.

2. Includes, but is not limited to DDC panels, operator workstations, portable operator terminals, sensors, actuators, dampers, valves, control air system components, etc. Provide range and scale information for all transmitters and sensors.

3. For each control device, panel, and accessory indicated or furnished. Include dimensions, capacities, performance and electrical characteristics, and material finishes.

4. Include installation and start-up instructions. 5. When manufacturer's cutsheets apply to a product series rather than a

specific product, clearly indicate via highlighter, circle or arrow on each sheet the specific device selected and applicable options.

6. General catalogs shall not be accepted as cutsheets to fulfill submittal requirements.

O. Product Line Demonstrated History: The product line being proposed for the project must have an installed history of demonstrated satisfactory operation for a length of one (1) year since date of final completion in at least ten (10) installations of comparative size and complexity. Submittals shall document this requirement with references.

P. Checkout and Testing Forms: Submit a blank copy of the forms that will be used during Point-to-Point Checkout, Prefunctional Checkout, and Functional Performance Testing as outlined in Division 23 Section" Building Automation System (BAS) - Commissioning." Those forms should be structured to capture the following information at a minimum during each particular testing phase.

1. Point-to-Point Checkout Form containing the following information:


a. Each point is addressed, labeled and that proper communication exists between the controller and the field device.

b. Documents that installed condition match the control drawings and that any changes or differences are noted on the drawings.

2. Prefunctional Checkout Forms containing the following information:

a. Documents correct voltage and or current present as well as verifying circuits are free from grounds or faults for each control device.

b. Obtain and Record Test and Balance settings and incorporate into the BAS. Information from the TAB contractor shall include:

1) Water and air system differential pressure and flow settings. 2) AHU minimum outside air control point or damper setting.

c. Calibration data for all sensing and actuating devices recording final measured and displayed value. Record the type and model of the meter(s) that determined the measured value for analog inputs.

d. For analog outputs record both the displayed output as well state of the receiving device.

e. For digital input/outputs record the signal at the controller and the state of the sensing/control device.

f. For actuators:

1) Check to ensure that actuated device moves smoothly and results are repeatable thru full range and seals tightly when the appropriate signal is applied to the operator.

2) Check for appropriate fail position, and that the stroke and range is as required.

3) For sequenced electronic actuators, calibrate in accordance with manufacturer’s instructions to required ranges. Record final settings.

g. For all valves and actuators, verify the actual position against the Operator Interface readout. Set pumps to normal operating mode. With command valve closed, verify that valve is closed, and adjust output zero signal as required. With command valve open, verify position is full open and adjust output signal as required. Command the valve to not less than three (3) intermediate positions. If actual valve position doesn’t correspond correctly, replace actuator.

h. Valve leak check: Verify proper close-off of the valves. Ensure the valve seats properly by simulating the maximum anticipated pressure difference across the circuit.

i. For air and water flow measuring stations the data recorded will include the independent flow measurement, area, and the independently measured output of the flow station. The BAS input


from the flow station and any factors used to calculate the flow including area and any constants used in the calculation of flow. Two sets of data shall be collected. The first at design flow and the second at 50% of design flow. It is not acceptable to simply add a correction factor to address differences between the flow station and the independent reading.

j. For Operator Interfaces and Web accessible display:

1) Verify that all elements on the graphics are functional and are properly bound to physical devices and/or virtual points, and that hot links or page jumps are functional and logical.

2) Output all specified BAS reports for review and approval. 3) Verify that the alarm pop ups, printing, and logging are

functional and in accordance with requirements. 4) Verify that all points are trended and are archiving to disk.

Provide a sample to the Commissioning Authority and Commissioner for review.

5) Verify that paging/dial-out alarm annunciation is functional. 6) Verify the functionality of remote Operator Interfaces and that a

robust connection can be established consistently. 7) Verify that required third party software applications required

with the bid are installed and are functional.

k. For all actuating devices record final settings for device. l. Document verification of point to graphics binding for all points

displayed on the workstation and that webserver display have been mapped correctly, and display the correct information.

m. Document that the webserver is on LAN and can be viewed from off site, that the modem is connected, and that the BAS is accessible via modem by the contractor.

3. Functional Performance Forms shall contain:

a. List of all sequences, modes of operation and setpoint that initiates each sequence and/or mode. For each confirm that proper sequence of operation. Document any variance between designed sequence and actual condition.

b. Record tuning parameters and response time for each control loop. c. Document all alarm and safeties test and final results. d. Results of trends including controlled points, setpoints, actual

readings, and other point defined by the Boards Authorized Representative.

Q. Testing Plan:

1. Submit a plan for executing all phases of testing and completion of checkout forms. This includes the following: manufacturers’ normal


testing, point-to-point testing, pre-functional testing, and functional performance testing. The testing plan shall show the overall milestones of the controls work and testing of the controls system.

2. Provide the schedule for completing each phase of testing for each system or set of equipment including, but not limited to, air handlers, chillers, boilers, unit-vents, VAV boxes, network wiring, and operator workstations. Schedules shall show the time frame needed to complete the tasks.

3. The testing plan shall identify other trade milestones that impact the successful completion of during each phase of testing.

4. This plan is not meant to take precedence over any other plan but is intended to provide coordination assistance to all trades as the project is scheduled.

R. Open Protocol Information:

1. General: Provide all information necessary for review of the proposed system, including information required by the authority maintaining the protocol standard to determine if the product selected for implementation complies with the protocol standards specified.

2. BACnet Systems:

a. BACnet object description, object ID, and device ID, for each I/O point.

b. Documentation for any non-standard BACnet objects, properties, or enumerations used detailing their structure, data types, and any associated lists of enumerated values.

c. Documentation of all explicit messaging. d. Submit PICS indicating the standardized BACnet device profile,

functionality and configuration of each controller along with proof of BTL listing.

S. Framed Control Drawings: After completion of installation and check out, but prior to training, laminated control drawings including system control schematics, sequences of operation, and panel termination drawings, shall be provided in panels for major pieces of equipment. Terminal unit drawings shall be located in the central plant equipment panel or mechanical room panel.

T. Control Logic Documentation:

1. Documents are to be submitted, recieved, and approved prior to training. 2. Submit control logic program listings (for graphical programming) and logic

flow charts illustrating (for line type programs) to document the control software of all control units.

3. Control logic shall be annotated to describe how it accomplishes the sequence of operation. Annotations shall be sufficient to allow an


operator to relate each program component (block or line) to corresponding portions of the specified Sequence of Operation.

4. Include written description of each control sequence. 5. Include control response, settings, setpoints, throttling ranges, gains, reset

schedules, adjustable parameters, and limits. 6. Sheets shall be consecutively numbered. 7. Each sheet shall have a title indicating the controller designations and the

HVAC system controlled. 8. Include Table of Contents listing sheet titles and sheet numbers 9. Submit one complete set of programming and operating manuals for all

digital controllers concurrently with control logic documentation. This set will count toward the required number of Operation and Maintenance materials specified below.

U. Training Plan:

1. Documents are to be submitted, recieved, and approved prior to training. 2. Training shall be provided in eight, four-hour sessions. A training plan is

not required for opposite season or refresher training. 3. The material to be covered shall be further sub-divided into descriptions of

the material to be covered in every 15 minutes. See Division 23 Section "Building Automation System (BAS) – Commissioning," for specific items to be addressed.

4. The descriptions shall include not only the material to be covered but also its location in the Operation and Maintenance Manual or the Training Manual including Section and page number.

V. As Built Documentation:

1. The Contractor shall submit as-built documentation in accordance with Contract Documents Part Two of Three. As-Built drawings shall conform to the guidelines set forth in the Chicago Department of Aviation CADD Standards, CADD Standards User Manual, Release 1.1, Micro Station format only.

2. Integrate with flow diagrams, show outlines of HVAC equipment with control devices, schematic one-line control piping and wiring, and reduced floor plan drawings showing installation routing of all DDC system network LANs. Equipment numbers shall correspond to those shown on the Contract Drawings. Provide As-Built drawings as follows:

a. One set of reproducible drawings b. Ten complete sets of drawings c. One set of applicable drawings placed in the plan pocket of each

local control panel. System flow diagram, panel wiring diagram and points list shall be provided inside each panel housing a digital controller, except terminal units

d. Two complete tape backup of operators workstation


e. Two complete tape backup of all controller programs, controller software source code, database files, and configuration files

f. Two copies of all training lecture video tapes

W. Operation and Maintenance Manual:

1. Digital documents are to be submitted, recieved, and approved prior to training.

2. Submit ten sets of each manual. 3. Include the following documentation in the Hardware Manual:

a. Complete Bill of Materials with complete manufacturers, quantities, and part numbers listed

b. General description and cut sheets for all components c. Detailed wiring and installation illustrations and complete calibration

procedures for each field and panel device d. Complete trouble-shooting procedures and guidelines e. Complete operating instructions for all systems f. Maintenance Instructions: Document all maintenance and repair /

replacement procedures. Provide ordering number for each system component, and source of supply. Provide a list of recommended spare parts needed to minimize downtime.

g. Complete set of approved submittals as outlined in this specification h. Complete set of approved as-built submittals reflecting all updates

during construction

4. Include the following documentation in the DDC Software Manual:

a. Table of Contents b. Sequence of Operations c. Program Function Index d. Program Listing of Software Source Code or Flow Chart Diagrams of

Programming Objects. For control systems using either compiled program code or interpreted code provide source code of all programs and function libraries to be installed. For systems using a graphical object orientated programming environment, provide a computer plotted flow chart showing the interconnection of the programming objects and all associated parameters. A copy of the flow chart shall be provided on disk or CD-ROM and in hard copy format.

e. Printed listing of controller and operator workstation database files f. Submit BAS advanced Programming Manuals for each controller

type and for all workstation software. g. Appendix A: Alphabetical Software Point Name Abbreviation List.

Include Name, Description, Controller Where Located, Point Type and Point ID


h. Appendix B: Alphabetical I/O Point List. Include Point Name, Controller Location, Point Number, Control Device, Range and Span

i. Appendix C: Sample printouts of all; Reports, Group Listings and Alarm Messages

j. Alphabetical Index of all DDC point names with documentation manual page number references

5. Provide three copies of all manufacturers manuals covering the installed system. This shall include, as a minimum:

a. System Engineering Manual b. System Installation Manual c. Programming Manual d. Engineering and Troubleshooting Bulletins e. Operator Workstation Software Manual f. All other pertinent manuals published by the control system

manufacturer g. All manuals shall be provided in hard copy format and as part of an

On-Line documentation system through the operator workstation.

X. Training Manual: Submit training manual electronically for review. Once accepted, provide three hard copies and one electronic copy of the training manual at the start of training. Include the following:

1. Cheat Sheets or quick reference section with step-by-step guidance with a level of detail that will allow someone with no experience with the control system to follow the instructions. The quick reference guidance can be provided one of two ways: screen prints with bubbled text describing the navigation required or written description of the steps to be taken with screen prints provided to facilitate the written explanation. The required cheat sheets shall include:

a. Logins and logoffs. b. Adjust and restore setpoints. c. Overrides and releasing overrides. Include instructions for running a

report to list all points currently overridden. d. Start, group, plot and export Trends. e. Adjust schedules and add holidays. f. Processing of alarms including acknowledgement, review of alarm

report, and clearing of alarm history. g. Backup and restoration of system data. h. Demonstrate how to clear/reset all field devices that may require

manual intervention. i. Demonstrate how to reset motor starter and the significance of

Hand-Off-Auto switch position on motor starters. j. Demonstration of each input and output device. Provide a picture of

each input or output device with a brief narrative on its operation.


k. Demonstrate how to place the boiler or chiller system into manual control and boiler control, and how to restore the system to BAS control.

2. Operating instructions including system startup and shutdown, seasonal and emergency instruction.

3. Trouble Shooting Guide. Include actions to be taken to trouble shoot problems with the OWS, PCU’s CSS, and local control devices.

4. Setpoint Table. 5. Preventative maintenance instructions. 6. Color print of each unique screen. 7. Final Sequence of Operations. This document shall be printed but shall

also be provided electronically in rich text format (rtf). The sequence shall provide not only the original design sequence from the specifications and drawings but also the any changes to the sequence.

8. Complete set of the design control drawings (provided by the Commissioner on 11”x17” sheets). The manual will have a TAB for these drawings. The printed drawings will come from the Commissioner or Commissioner.

9. List of all alarm points and alarm priority.

Y. Video Training: The following training shall be recorded on a CD using screen capture software. Any files required to run the CD will be provided along with a file with the instruction on how to view the CD. The cadence of the video training shall be such that an inexperienced person can listen to the narrative and execute those steps on controls system while watching the CD. Include a screen view recording the actual video feed to the monitor for the work station penetration while narrating the associated steps.

1. Quick reference procedures. The taping of these procedures must include both a screen view preferably recording the actual video feed to the monitor while narrating the associated steps.

a. Login and logoff to control system as well as Microsoft XP login; b. Adjust and restore setpoints. c. Overrides and releasing overrides, as well as running a report to list

all points currently overridden. d. Start, group, plot and export Trends. e. Adjust schedules and add holidays. f. Processing of alarms including acknowledgement, review of alarm

report and clearing of alarm history. g. Backup and restoration of system data. h. Demonstrate workstation menu penetration and broad overview of

the various workstation features. i. Demonstrate all operations and functions that can be performed at

the supervisory or local controllers as well as system display artifacts such as the indication that a point has failed or lost communication.


Z. Demonstration of portable operator interface device display capabilities.

AA. Manufacturers Certificates: For all listed and/or labeled products, provide certificate of conformance.

BB. Product Warranty Certificates: Submit manufacturers product warranty certificates covering the hardware provided.

1.11 PROJECT RECORD DOCUMENTS

A. The Project Record documents that have not already been submitted as part of the Operating and Maintenance Manual or Training Manual are to be submitted with the Record Documents. Any documents in the Operating and Maintenance Manual or Training Manual that have changed since they were submitted will need to be re-submitted as part of the Project record documents. All of these documents maybe submitted electronically.

B. Record copies of product data and control shop drawings updated to reflect the final installed condition.

C. Record copies of approved control logic programming and database on CDs. The CDs will contain all information required to reinstall the control system program. It will include actual setpoints and settings of controls, final sequence of operation, including changes to programs made after submission and approval of shop drawings and including changes to programs made during specified testing. One set of CD’s will be stored at the building in the main control panel and the second set will be provided to Commissioner’s facilities department.

D. Graphic Software: Record copies of approved project specific graphic software on CDs.

E. For BACnet systems provide as-built network architecture drawings showing all BACnet nodes including a description field with specific controller identification, description and location information.

F. Include individual floor plans with controller locations with all interconnecting wiring routing including space sensors, LAN wiring, power wiring, low voltage power wiring. Indicate device instance, MAC address and drawing reference number.

G. Provide record riser diagram showing the location of all controllers.

H. Maintain project record documents throughout the warranty period and submit final documents at the end of the warranty period


1.12 OPERATOR INTERFACE

A. The Operator Interface (OI) shall provide for overall system supervision, graphical user interface, management report generation, alarm annunciation, remote monitoring, and trend reporting. . Refer to Division 23 Section" Building Automation System (BAS) - Operator Interfaces."

1.13 SYSTEM ARCHITECTURE

A. Application of Open Protocols:

1. Subject to the detailed requirements provided throughout the specifications, the BAS and digital control and communications components installed, as work of this contract shall be an integrated distributed processing system utilizing the following standards:

a. BACnet or Hybrid System: The system architecture shall consist of a BACnet IP Router, a single Local Area Network (LAN) or two-level LANs that support BCs, AACs, ASCs, Operator Workstations (OWS), Smart Devices (SD), and Remote Communication Devices (RCDs) as applicable. In no event shall there be more than two levels of LAN topology within the system, excluding wiring to sensors with no control intelligence.

B. The system provided shall incorporate hardware resources sufficient to meet the functional requirements specified. The Contractor shall include all items not specifically itemized in these Specifications that are necessary to implement, maintain, and operate the system in compliance with the functional intent of these Specifications.

C. The system shall be configured as a distributed processing network(s) capable of expansion as specified below. Refer to the network architecture on the BAS drawings for other requirements and details.

D. The system architecture shall consist of an Ethernet-based, wide area network (WAN), a single Local Area Network (LAN) or multi-leveled LANs that support PCUs, Operator Workstations (OWS), and Remote Communication Devices (RCDs) as applicable. The following indicates a functional description of the BAS structure.

1. Commissioner WAN: Intranet-based network connecting multiple facilities with a central data warehouse and server, accessible via standard web-browser. This is an existing infrastructure and contractor is not required to configure any components of this WAN.

2. Local BAS Supervisory LAN: The Local BAS Supervisory LAN shall be an Ethernet-based, 100 Mbps LAN connecting Primary Control LANs and OWSs. The LAN serves as the inter-PCU gateway and OWS-to-PCU gateway and communications path and as the connection point for the


Commissioner WAN. LAN shall be IEEE 802.3 Ethernet over Fiber or Category 5 cable with switches and routers that support 100 Mbps throughput. Power-line carrier communication shall not be acceptable for communications. The higher level layers of this network shall be BACnet/IP as defined in Addendum A (Annex J) of the BACnet standard, and shall share a common network number for the Ethernet backbone, as defined in BACnet. Primary Controller LAN (‘Primary LAN’): High-speed, peer-to-peer communicating LAN used to connect and Primary Control (PCUs) and communicate exclusively control information. A BACnet network shall be used to connect AACs, ASCs or SDs. These can be Master Slave/ Token Passing or polling, or ARCnet in accordance with IEEE 802.4, in addition to those allowed for Primary Controller LANs. Network speed vs. the number of controllers on the LAN shall be dictated by the response time and trending requirements. The primary network shall communicate at a minimum of 38 kbps. Each secondary network may support up to 32 communicating devices without segmentation or repeaters subject to the requirements for response time, trending and bandwidth utilization.

E. Dynamic Data Access: Any data throughout any level of the network shall be available to and accessible by all other devices, Controllers and OWS, whether directly connected or connected remotely.

F. Remote Data Access: The system shall support the following methods of remote access to the building data.

1. Dial-in via minimum of a 56k modem. The purpose of the remote access via phone is to allow for the contractor to access the control system. Dial-in connection shall allow access to all control system facilities and graphics with appropriate password. Commissioner shall provide and pay for the voice grade phone line to support this remote connection.

a. Browser-based access: A remote user, connecting via the Commissioner WAN and using a standard browser shall be able access all control system facilities and graphics with proper password. The remote access user will not need to load Java or other applications to view the web pages.

G. Network Performance: The communication speed between the controllers, control LAN interface devices, and operator interface devices shall be sufficient to ensure fast system response time under any loading condition. Contractor shall submit guaranteed response times with shop drawings including calculations to support the guarantee. In no case shall delay times between an event, request, or command initiation and its completion be greater than those listed herein. Contractor shall reconfigure LAN as necessary to accomplish these performance requirements. The performance will also include the trending of all AI, AO and DI points at 15-minute intervals. Generally


requirements do not apply when a remote connection must be established via modem:

1. 5 seconds between a Level 1 (critical) alarm occurrence and annunciation at operator workstation.

2. 10 seconds between a Level 2 alarm occurrence and annunciation at operator workstation.

3. 20 seconds between and a Level 3-5 alarm occurrence and annunciation at operator workstation.

4. 10 seconds between an operator command via the operator interface to change a setpoint and the subsequent change in the controller.

5. 5 seconds between an operator command via the operator interface to start/stop a device and the subsequent command to be received at the controller.

6. 10 seconds between a change of value or state of an input and it being updated on the operator interface.

7. Graphic Display, 10 seconds between an operator selection of a graphic and it completely painting the screen and updating all points.

8. Graphic Refresh, every 15 seconds the graphic shall automatically refresh all graphic data.

H. Control Systems Server (CSS) and Operator Work Station (OWS):

1. These are two separate computers that maintain the systems configuration and programming database and is the operating platform for the operator interface (OI).

2. It shall hold the backup files of the information downloaded into the individual controllers and as such support uploading and downloading that information directly to/from the controllers.

3. It shall be located within each facility. 4. It shall also act as a control information server to non-control system

based programs. 5. It shall allow secure multiple-access to the control information. 6. Refer to Division 23 Section" Building Automation System (BAS) -

Operator Interfaces," for requirements.

I. The PCUs shall monitor, control, and provide the field interface for all points specified. Each PCU shall be capable of performing all specified energy management functions, and all DDC functions, independent of other PCUs and operator interface devices.

J. Systems Configuration Database: The system architecture shall support maintaining the systems configuration database on a server or workstation on the Local Supervisory LAN. User tools provided to Commissioner shall allow configuring, updating, and maintaining current configurations and settings whether they are initiated at the server or the end device.


1. Database Schema shall be published and provided to Commissioner to facilitate easy access to the data.

2. Database shall be ODBC compliant or a data access driver shall be provided to act as an ODBC or OLE DB data provider.

K. Interruptions or fault at any point on any Primary Controller LAN shall not interrupt communications between other nodes on the network. If a LAN is severed, two separate networks shall be formed and communications within each network shall continue uninterrupted.

L. All line drivers, repeaters, terminators, signal boosters, and signal conditioners shall be provided as necessary for proper data communication.

M. Anytime any controller’s database or program is changed in the field, the controller shall be capable of automatically uploading the new data to the OWS and CSS.

1.14 WARRANTY MAINTENANCE

A. A statement of BACnet compliancy shall be provided in the O&M documentation

B. Contractor shall warrant all products and labor for a period of two (2) year after Final Acceptance.

C. After completion of the installation, the Contractor shall adjust all control equipment and software provided under this Section. If within two (2) years from the date of final acceptance of the project, any of the control equipment and software is defective in operation, workmanship or materials, it shall be replaced, repaired or adjusted, as directed by the Commissioner, at no cost to the City.

D. The Commissioner reserves the right to make changes to the BAS during the warranty period. Such changes do not constitute a waiver of warranty. The Contractor shall warrant parts and installation work regardless of any such changes made by Commissioner, unless the Contractor provides clear and convincing evidence that a specific problem is the result of such changes to the BAS.

E. At no cost to the Commissioner during the warranty period, the Contractor shall provide maintenance services for software and hardware components as specified below:

1. Maintenance services shall be provided for all devices and hardware specified in Division 23 Section" Building Automation System (BAS)" Sections. Service all equipment per the manufacturer’s recommendations. All devices shall be calibrated within the last month of the warranty period.


2. Emergency Service: Any malfunction, failure, or defect in any hardware component or failure of any control programming that would result in property damage or loss of comfort control shall be corrected and repaired following telephonic notification by Commissioner to the Contractor.

a. Response by telephone to any request for service shall be provided within two (2) hours of the initial telephone request for service.

b. In the event that the malfunction, failure, or defect is not corrected through the telephonic communication, at least one (1) hardware and software technician, trained in the system to be serviced, shall be dispatched to the site within eight (8) hours of the initial telephone request for such services, as specified.

c. Emergency service shall be available on a 24-hour, 7-day-a-week basis.

3. Normal Service: Any malfunction, failure, or defect in any hardware component or failure of any control programming that would not result in property damage or loss of comfort control shall be corrected and repaired following telephonic notification by Commissioner to the Contractor.

a. Response by telephone to any request for service shall be provided within eight (8) working hours (contractor specified 40 hr/week normal working period) of the initial telephone request for service.

b. In the event that the malfunction, failure, or defect is not corrected through the telephonic communication, at least one (1) hardware and software technician, trained in the system to be serviced, shall be dispatched to the site within three (3) working days of the initial telephone request for such services, as specified.

4. Telephonic Request for Service: Contractor shall provide up to three telephone numbers for Commissioner to call in the event of a need for service. At least one of the lines shall be attended 24 hours a day, 7 days a week. Alternatively, pagers can be used for technicians trained in system to be serviced. A technician shall respond to every call within 15 minutes.

5. Technical Support: Contractor shall provide technical support by telephone throughout the warranty period.

6. Preventive maintenance shall be provided throughout the warranty period in accordance with the hardware component manufacturer's requirements.

1.15 DELIVERY, STORAGE, AND HANDLING

A. Provide factory-shipping cartons for each piece of equipment and control device. Maintain cartons during shipping, storage and handling as required to prevent equipment damage, and to eliminate dirt and moisture from equipment.


B. Except where prepared and protected specifically for exterior storage, store materials in a dry and well ventilated indoor space.

1.16 LISTING AND LABELING

A. The BAS and components shall be listed by Underwriters Laboratories (UL 916) as an Energy Management System.

B. BACnet controllers, B-BC, B-AAC, B-ASC, etc. shall carry the BTL Mark for their device profile.

1.17 COMMISSIONING PERIOD: GENERAL DESCRIPTION

A. Refer to Division 23 Section" Building Automation System (BAS) – Controls Commissioning," for requirements.

PART 2 - PRODUCTS

2.01 MATERIALS AND EQUIPMENT

A. Materials shall be new, the best of their respective kinds without imperfections or blemishes, and not be damaged in any way. Used equipment shall not used in any way for the permanent installation except where drawings or specs specifically allow existing materials to remain in place.

B. Instrumentation required to verify readings and test the system and equipment performance shall be provided by the Contractor. All equipment used for testing and calibration shall be NIST/NBS traceable and calibrated within the preceding 6-month period. Certificates of calibration shall be submitted.

C. Refer to Section 23 09 23 “BAS – Control Materials” for requirements.

2.02 UNIFORMITY

A. To the extent practical, all equipment of the same type serving the same function shall be identical and from the same manufacturer.

2.03 TAB & COMMISSIONING – PORTABLE OPERATORS TERMINAL

A. Contractor shall provide a portable operators terminal or hand held device to facilitate Testing, Adjusting, and Balancing (TAB) and calibration. This device shall support all functions and allow querying and editing of all parameters required for proper calibration and start up.

B. Connections shall be provided local to the device being calibrated. For instance, for VAV boxes, connection of the operator’s terminal shall be either at the sensor or at the terminal box.


C. The BAS Contractor shall provide step by step instruction sheets to the TAB contractor for making adjustments required to calibrate controllers or sensors to the system as called for in the TAB contractor’s normal work.

PART 3 - EXECUTION

3.01 INSPECTION

A. Examine areas and conditions under which control systems are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected.

3.02 INSTALLATION OF CONTROL SYSTEMS

A. General: Install systems and materials in accordance with manufacturer's instructions, roughing-in drawings and details shown on drawings.

B. Where a discrepancy exists among details, schematic, specification, or sequence, the most stringent shall apply to complete a fully functional system.

C. Factory/Owner Acceptance Test: a test shall be conducted by this contractor with the owner and designer with a minimum of three months prior to onsite installation. The intent of this verification/approval is to determine that all custom-built panels, programs, graphical user interface screens, PID loops for hydronic and airside controls comply with specifications and construction codes. Approval by Owner and EOR are required prior to installation. All delays incurred due to non-compliance shall be at the cost of this contractor.

D. If any material were procured or installation was started prior to an approved BAS submittal by the designer and owner, any corrections shall be resolved at no cost to the design team and owner. All implicated delays incurred due to non-compliance shall be at the cost of this contractor.

E. If the work fails to be demonstrated to conform to Contract specifications, so as to require scheduling of additional site visits by the EOR and/or owner for re-demonstration, Contractor shall reimburse EOR and/or Owner for costs of subsequent site visits.

3.03 DIGITAL CONTROL STATIONS, CONTROLLER QUANTITY AND LOCATION

A. Individual Digital Control Stations (DCS) are referenced to indicate allocation of points to each DCS and DCS location. Digital control stations shall consist of one or multiple controllers to meet requirements specified.

B. Where a DCS is referenced, Contractor shall provide at least one (1) controller, and additional controllers as required and in sufficient quantity to meet the requirements of this Specification. This Contractor shall extend power to the DCS from an acceptable power panel. If the contractor wishes to further


distribute panels to other locations, contractor is responsible for extending power to that location also. Furthermore, contractor is responsible for ensuring adequate locations for the panels that do not interfere with other requirements of the project and maintain adequate clearance for maintenance access.

C. Contractor shall locate DCSs as required. It is the Contractor's responsibility to provide enough controllers to ensure a completely functioning system, according to the point list, trending requirements and sequence of operations.

D. Contractor shall provide the following, as a minimum:

1. One DCS (including at least one controller) in each heating water and chilled water plant mechanical room.

2. One DCS (including at least one controller) for each air handler located in an applicable mechanical room.

3. One controller shall be provided for each terminal unit unless indicated otherwise.

3.04 BAS DEMONSTRATION

A. Refer to Division 23 Section" Building Automation System (BAS) – Controls Commissioning," for requirements.

3.05 SURGE PROTECTION

A. The Contractor shall furnish and install any power supply surge protection, filters, and other equipment as necessary for proper operation and protection of all PCUs, operator interfaces, printers, routers, gateways and other hardware and interface devices. All equipment shall be capable of handling voltage variations 10% above or below measured nominal value, with no affect on hardware, software, communications, and data storage.

3.06 CONTROL POWER SOURCE AND SUPPLY

A. Extend all power source wiring required for operation of all equipment and devices provided under Division 23 Building Automation System (BAS) Sections and Sequences of Operation.

1. Control panels shall not share a power circuit. Power supplied to the panels shall have dedicated circuits and the circuit location shall be documented in the panel.

3.07 STARTUP AND COMMISSIONING

A. Refer to Division 23 Section "Building Automation System (BAS) – Controls Commissioning."


B. At the direction of the Commissioner during construction, testing implementation, and/or after acceptance, allow for a minimum of 120 hours of application programming modifications to the sequence of operation to accommodate tuning of controlled system devices to match intended functional performance.

3.08 SEQUENCE OF OPERATION

A. Refer to Division 23 Section "Building Automation System (BAS) – General Sequence."

3.09 IDENTIFICATION STANDARDS

A. Controller Identification. All controllers shall be identified by a plastic engraved nameplate securely fastened to the outside of the controller enclosure.

B. Panel Identification. All local control panels shall be identified by a plastic engraved nameplate securely fastened to the outside of the controller enclosure.

C. Field Devices. All field devices shall be identified by a typed (not handwritten) securely attached tag label.

D. Panel Devices. All panel devices shall be identified by a typed label securely fastened to the backplane of the local control panel.

E. Raceway Identification. All the covers to junction and pull boxes of the control system raceways shall be painted blue or have identification labels stating "Control System Wiring" affixed to the covers. Labels shall be typed, not hand written.

F. Wire Identification. All low and line voltage control wiring shall be identified by a number, as referenced to the associated control diagram, at each end of the conductor or cable. Identification number shall be permanently secured to the conductor or cable and shall be typed

3.10 EXHIBITS

A. Refer to Division 23 Section "Building Automation System (BAS) – Exhibits & Definitions".
