The minutes to the Prebid Meeting held on June 13, 2018 are attached.

Transcription

1 ADDENDUM NUMBER ONE TO BIDDING AND CONTRACT DOCUMENTS FOR RUNWAY 5R-23L REHABILITATION PROECT - CONSTRUCTION PHASE 3 PIEDMONT TRIAD INTERNATIONAL AIRPORT GREENSBORO, NORTH CAROLINA TO: All Prospective Bidders Date: Monday, une 25, 208 This addendum forms a part of the Contract Documents and modifies the original Bidding Documents as noted below. Acknowledge receipt of this addendum in the space provided on the Bid Form (B-4) AND by acknowledging receipt of this Addendum by returning the attached Acknowledgement Form (Attachment A) via fax, or mail. FAILURE TO DO SO MAY SUBECT A BIDDER TO DISQUALIFICATION. PREBID MEETING The minutes to the Prebid Meeting held on une 3, 208 are attached. SPECIFICATIONS AND CONTRACT DOCUMENTS COVER SHEET o Delete the cover sheet in its entirety and replace with the attached cover sheet. BID FORMS o Delete Pages B-3a thru B-3l of the BID SCHEDULE, and replace with the attached Pages B-3a thru B-3l. TECHNICAL SPECIFICATIONS o Delete paragraph and replace with the following: The ALCMS support services shall be measured on a per unit basis and shall be based on a daily rate of eight (8) hours for one personnel including incidental labor and tools to support the owner furnished vendor of the ALCMS for field commissioning and certification of the ALCMS to provide a complete in place, accepted and ready for operation system. o Add the following pay item to Item L : Item L Reinstall Existing Taxiway Edge Light and Isolation Transformer on New Base per each Addendum No. Page of 4

2 Reinstallation of existing L-86T, taxiway edge light, connected to existing L-830 transformers on a new L-867B base, refurbished base plate, L-823 connectors, and all incidentals. Align and level as required - per Each. o Delete paragraph and replace with the following: ALCMS SUPPORT SERVICES. Payment for this item shall be made at the contract unit price for each day of coordination required to support the efforts of the ALCMS vendor. The price shall be full compensation for furnishing all materials and labor in support of the modifications to the ALCMS, including site coordination and escorting of ALCMS manufacturer, corrections or modifications of contractor installed material in support of the ALCMS equipment, testing and commissioning support of the ALCMS by the ALCMS manufacturer and for all other preparation, management, coordination, assembly and installation of the materials, and for all labor equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item L : ALCMS Support Services per day DRAWINGS o Delete Sheets G-00 thru G-003 and replace with the attached Sheets G- 00 thru G-003. o Delete Sheet G-0 and replace with the attached Sheet G-0. o Delete Sheets C-602 thru C-605 and replace with the attached Sheet C-602 thru C-605. o Delete Sheets C-60, C-606 thru C-609, and C-65 in their entirety. o Delete Sheets E-20 thru E-204 and replace with the attached Sheets C- 20 thru E-204. o Add the following as Note 4 on Drawing E-252: The existing isolation transformers connected to the existing runway edge lights shall be removed and reinstalled with the reinstalled runway centerline lights. The series isolation transformers connected to the existing runway centerline lights shall be removed and delivered to a location designated by the Airport Authority. o Delete Sheet E-254 and replace with the attached sheet E-254. o Delete Sheet E-263 and replace with the attached sheet E-263. o Delete Sheet E-402 and replace with the attached sheet E-402. The grade tables are provided in Microsoft Excel format. Addendum No. Page 2 of 4

3 PLANHOLDER QUESTIONS. What items will be considered for stored materials, or will any items NOT be considered? Items to be considered for stored materials are at the discretion of the Engineer in accordance with Paragraph of the General Provisions. 2. Will items be considered for partial payments? If so, which items, and at what %? Items to be considered for partial payments are at the discretion of the Engineer in accordance with Paragraph of the General Provisions. 3. Regarding the project bid item #58 (ALCMS Support): I am requesting that this item be listed in the bid tab with a predetermined cost to the contractor(s) in order to not allow this sole sourced proprietary item to affect the overall pricing for the balance of the airfield lighting product package. Per FAA procurement guidelines as defined in the current FAA D, this type of material or service must be either procured separately by the airport on a separate RFQ or listed with the cost clearly presented. This Bid Item is for labor costs associated with the Contractor support of the ALCMS vendor for site coordination and commissioning. 4. Because the staging area is a significant distance from the work site, can a secondary staging area be provided in order to store active equipment/materials? A secondary staging area will be provided closer to the work area. The site will be coordinated with the successful bidder. 5. Can an anticipated NTP be provided in order to assist in potential scheduling of the work? General consensus is that une timeframe is preferable over April/May due to weather and resource availability. It is anticipated that a construction Notice to Proceed (NTP) will be issued in une 209. It is also anticipated that an administrative NTP will be issued prior to the construction NTP to allow for submittal review, schedule development, procurement of materials, and other activities to prepare for construction activities to begin. 6. Is night work permitted? Yes, night work is permitted. END OF ADDENDUM NUMBER ONE Addendum No. Page 3 of 4

4 ATTACHMENT A ACKNOWLEDGEMENT FORM Contract Supervisor, I, (we) am/are returning this acknowledgement to your office as a receipt to the following Addendum: PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 ADDENDUM NO. Company Name BY: Recipient s Signature Date: This acknowledgement must be returned to: Heather Leopardi Michael Baker Engineering, Inc. 200 Centreport Drive, Suite 350 Greensboro, NC Phone: (42) Fax: (42) hleopardi@mbakerintl.com Addendum No. Page 4 of 4

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6 Pre-Bid Meeting PROECT: DATE: PLACE: Piedmont Triad International Airport Runway 5R-23L Rehabilitation Project, Construction Phase 3 Wednesday, une 3, 208 at 0:00 am Stanley Frank Board Room INTRODUCTIONS: Deputy Executive Director Alex Rosser / rossera@gsoair.org PTAA Project Manager Lisa Elmore / elmorel@gsoair.org PTAA Project Manager Lorin Akins / akinsl@gsoair.org PTAA Operations Chris Bishop / bishopc@gsoair.org PTAA Operations Ben Rodkey / rodkeyb@gsoair.org Michael Baker PM Heather Leopardi / hleopardi@mbakerintl.com PROECT SUMMARY a. Work in base bid will include: Rehabilitation (milling, grooving, paving, and painting) of 3,000 feet of Runway 5R-23L pavement, including shoulders and transitions onto connector taxiways. Complete removal of Taxiway M3 Installation of underdrain, existing structure abandonment, adjustment, removal and/or replacement Replacement of runway centerline and edge lighting systems. Existing runway centerline light fixtures and transformers will be reinstalled. Adjustment of RW 5R PAPI to accommodate changes in runway grades Necessary Erosion and Sedimentation (E&S) control measures for the project limits b. A combination of alternates will be developed which include a total of,450 of additional runway length. Work in the alternates will include additional work as described above. PROECT BIDDING a. Base Bid (3000 feet of runway): Work as described above between Runway Stations and b. Add Alternate (,450 feet of runway): Work as described above between Runway Stations and If Add Alternate is awarded, Add Alternates 2, 3, and 4 will not be awarded. c. Add Alternate 2/3 (93 feet of runway): Work as described above between Runway Stations and Add Alternate 2 starts at the end of the Base Bid and extends for 600 feet. Add Alternate 3 starts at the end of the Base Bid and extends for 33 feet if Add Alternate 2 is not awarded. Add Alternate 3 starts at the end of Add Alternate 2 and extends for 33 feet if Add Alternate 2 is awarded. d. Add Alternate 4 (40 feet of runway): Work as described above between Runway Stations 3+87 and L:\PROECTS\GSO\65742 RW 5R-23L REHAB, PH3\2.0 CORRESPONDENCES\MEETINGS\MINUTES\208_06_3 GSO RW5R-23L REHAB PHASE 3 PREBID MINUTES.DOC

7 Pre-Bid Meeting Add Alternate 4 starts at the end of Add Alternate 3 and extends for 40 feet. Add Alternate 4 will not be awarded if both Add Alternate 2 and Add Alternate 3 are not awarded. SCHEDULE a. Last Day for Questions une 20, 208-2:00 p.m. to hleopardi@mbakerintl.com b. Addendum une 25, 208 c. Bids Due uly, 208-2:00 p.m. d. Bid Opening uly, 208-2:00 p.m. e. Notice to Proceed Administrative NTP Fall 208 Construction NTP Spring 209 f. Completion of Work 95 calendar days PROECT DOCUMENTS a. Bid Requirements Instructions to Bidders b. DBE Requirements 2.3% c. Liquidated Damages $3,000 per calendar day d. Bid Security 5% of total Bid e. Prime contractor to complete at least 25% of the total work as defined in Paragraph 3.2 of the Instructions to Bidders and General Provision FUNDING a. FAA Grant Funding b. Davis Bacon Wage Rates Attachment to the General Provisions will be updated by Addendum if necessary CONSTRUCTION a. Contractors Staging Area b. Haul Routes c. Airfield Access d. Air and Vehicle Traffic Control e. Scheduling/Coordination f. Detailed Paving Plan Paving Workshop (Owner/Engineer/CM/Contractor) QA/QC Procedures Production Rates/Lift Thicknesses Rolling and Compaction Procedures Hot and Cold oints Lighting Considerations g. P-40 Bituminous Paving ASTM D3666 Certified Lab SuperPave Gyratory Compactor instead of Marshall Mix h. P-60 Concrete ASR Testing (ASTM C260 and C567) PHASING a. Phase (95 Calendar Days) L:\PROECTS\GSO\65742 RW 5R-23L REHAB, PH3\2.0 CORRESPONDENCES\MEETINGS\MINUTES\208_06_3 GSO RW5R-23L REHAB PHASE 3 PREBID MINUTES.DOC

8 Pre-Bid Meeting b. Phase A (2 Calendar Days) c. Phase B (5 Calendar Days) d. Phase C (5 Calendar Days) SAFETY AND SECURITY a. OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION ACTIVITIES, General Requirement 0030, Airport Project Procedures Construction Safety Phasing Plan (CSPP) included in Appendix E of project manual Contractor is responsible for preparing a Safety Plan Compliance Document as stated in the General Provisions, paragraph b. Security & Badging Requirements included in Appendices A, B, and C of project manual DISCUSSION/QUESTIONS The following questions were asked/discussed during the prebid meeting. Responses will be provided in the addendum if appropriate: a. Because the staging area is a significant distance from the work site, can a secondary staging area be provided in order to store active equipment/materials? b. Can an anticipated NTP be provided in order to assist in potential scheduling of the work? General consensus is that une timeframe is preferable over April/May due to weather and resource availability. c. Is night work permitted? d. Can the grade tables be provided in Microsoft Excel format? e. Can clarification be made on which line items partial payments will be allowed? L:\PROECTS\GSO\65742 RW 5R-23L REHAB, PH3\2.0 CORRESPONDENCES\MEETINGS\MINUTES\208_06_3 GSO RW5R-23L REHAB PHASE 3 PREBID MINUTES.DOC

9 Heath er M. Leopa rdi Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, bakerintl.com, c=us Date: :4:37-04'00' Manik K. Arora Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, engineers.com, c=us Date: :23:39-04'00'

10 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - BASE BID - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 0000 MOBILIZATION LS $ $ 2 P-0 BITUMINOUS PAVEMENT REMOVAL 2,600 SY $ $ 3 P-0 COLD MILLING 70,000 SY $ $ 4 P-0 ASPHALTIC CONCRETE OINT AND CRACK REPAIR 5,000 LF $ $ 5 P-0 ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 3,000 LF $ $ 6 P-52 EMBANKMENT IN PLACE 2,000 CY $ $ 7 P-56 CONSTRUCTION ENTRANCE 2 EA $ $ 8 P-56 SOD INLET PROTECTION 3 EA $ $ 9 P-56 BLOCK AND GRAVEL INLET PROTECTION 5 EA $ $ 0 P-56 INSTALLATION AND REMOVAL OF SILT FENCE,950 LF $ $ P-56 TEMPORARY SKIMMER DEVICE INSTALLATION EA $ $ 2 P-56 TEMPORARY SEEDING AND MULCHING 5.9 ACRE $ $ 3 P-40 BITUMINOUS SURFACE COURSE 28,000 TON $ $ 4 P-40 BITUMINOUS LEVELING COURSE 5,000 TON $ $ 5 P-603 BITUMINOUS TACK COAT 7,000 GAL $ $ 6 P-620 WATERBORNE, TYPE III MARKING, WHITE 30,000 SF $ $ 7 P-620 WATERBORNE, TYPE III MARKING, YELLOW 3,700 SF $ $ 8 P-620 WATERBORNE, TYPE III MARKING, BLACK 0,700 SF $ $ 9 P-620 WATERBORNE, TYPE II MARKING, TEMPORARY 33,700 SF $ $ 20 P-620 REFLECTIVE MEDIA, TYPE III 3,750 LB $ $ 2 P-620 MARKING REMOVAL,000 SF $ $ 22 P-62 GROOVING 43,400 SY $ $ 23 D INCH REINFORCED CONCRETE PIPE, CLASS V 8 LF $ $ 24 D-70 STORM PIPE REMOVAL 400 LF $ $ 25 D-70 GROUT EXISTING PIPE 0 CY $ $ 26 D D-705 UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6- INCH DIAMETER 4,900 LF $ $,500 LF $ $ 28 D-75 UNDERDRAIN CLEANOUT 2 EA $ $ 29 D-75 ABANDON EXISTING STRUCTURE 9 EA $ $ B-3a

11 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - BASE BID - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 30 D-75 REMOVE EXISTING DRAINAGE STRUCTURE EA $ $ 3 D-75 ADUST INLET TO GRADE EA $ $ 32 T-90 SEEDING 5.9 ACRE $ $ 33 T-905 TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 2,400 CY $ $ 34 T-905 TOPSOILING (FURNISHED FROM OFF THE SITE) 800 CY $ $ 35 T-908 MULCHING 28,500 SY $ $ 36 L L L-05 TEMPORARY AIRFIELD LIGHTING UMPERS AS INDICATED ON THE DRAWINGS, COMPLETE REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING SEMIFLUSH RUNWAY EDGE LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) LS $ $ 40 EA $ $ 2 EA $ $ 39 L-05 REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 60 EA $ $ 40 L-05 REMOVE EXISTING UNCTION BOX 50 EA $ $ 4 L L L-05 REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN- PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT 6,500 LF $ $ 7,800 LF $ $ 27,000 LF $ $ 44 L-05 REMOVE AIRFIELD GUIDANCE SIGN AND BASE 4 EA $ $ 45 L L L-0 48 L-0 49 L-0 50 L-0 5 L-0 52 L-5 #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2- WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE 40 -WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA CONCRETE ENCASED ELECTRICAL DUCTBANK, 4- WAY, 4" PVC CONDUIT, SCHEDULE 40 ADUST ELECTRICAL STRUCTURE TO FINISHED GRADE 57,000 LF $ $ 3,000 LF $ $ 4,00 LF $ $ 5,400 LF $ $ 200 LF $ $ 900 LF $ $,00 LF $ $ 4 EA $ $ 53 L-5 NEW AIRCRAFT RATED ELECTRICAL MANHOLE 2 EA $ $ B-3b

12 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - BASE BID - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 54 L L L-25 NEW L-850C RUNWAY SEMIFLUSH EDGE LIGHT ON NEW BASE NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE 6 EA $ $ 24 EA $ $ 60 EA $ $ 57 L L-25 REINSTALL EXISTING TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON ADUSTED BASE REINSTALL EXISTING TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE 4 EA $ $ EA $ $ 59 L-25 ALCMS SUPPORT SERVICES DAY $ $ 60 MC-00 ISOLATED FULL DEPTH PATCHING 700 SY $ $ Total Bid Schedule Base Bid $ B-3c

13 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 0000 MOBILIZATION LS $ $ 2 P-0 COLD MILLING 33,200 SY $ $ 3 P-0 ASPHALTIC CONCRETE OINT AND CRACK REPAIR 8,500 LF $ $ 4 P-0 ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 2,000 LF $ $ 5 P-56 SOD INLET PROTECTION 3 EA $ $ 6 P-56 BLOCK AND GRAVEL INLET PROTECTION 2 EA $ $ 7 P-56 TEMPORARY SEEDING AND MULCHING 0.90 ACRE $ $ 8 P-40 BITUMINOUS SURFACE COURSE,000 TON $ $ 9 P-603 BITUMINOUS TACK COAT 6,640 GAL $ $ 0 P-620 WATERBORNE, TYPE III MARKING, WHITE 28,000 SF $ $ P-620 WATERBORNE, TYPE III MARKING, YELLOW,900 SF $ $ 2 P-620 WATERBORNE, TYPE III MARKING, BLACK 6,00 SF $ $ 3 P-620 WATERBORNE, TYPE II MARKING, TEMPORARY 29,900 SF $ $ 4 P-620 REFLECTIVE MEDIA, TYPE III 3,330 LB $ $ 5 P-620 MARKING REMOVAL 200 SF $ $ 6 P-62 GROOVING 2,300 SY $ $ 7 D-70 GROUT EXISTING PIPE 30 CY $ $ 8 D D-705 UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6- INCH DIAMETER 2,400 LF $ $,200 LF $ $ 20 D-75 UNDERDRAIN CLEANOUT 2 EA $ $ 2 D-75 ABANDON EXISTING STRUCTURE 5 EA $ $ 22 T-90 SEEDING 0.90 ACRE $ $ 23 T-905 TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 340 CY $ $ 24 T-905 TOPSOILING (FURNISHED FROM OFF THE SITE) 20 CY $ $ 25 T-908 MULCHING 4,50 SY $ $ 26 L L-05 REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 2 EA $ $ 29 EA $ $ 28 L-05 REMOVE EXISTING UNCTION BOX 2 EA $ $ B-3d

14 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 29 L L-05 3 L L L L-0 35 L-0 36 L-0 37 L-0 38 L L L-25 REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN- PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2- WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE 40 -WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA NEW L-850C RUNWAY SEMIFLUSH EDGE LIGHT ON NEW BASE NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE,800 LF $ $ 3,800 LF $ $ 7,500 LF $ $ 2,000 LF $ $ 5,300 LF $ $ 2,00 LF $ $ 2,300 LF $ $ 20 LF $ $ 250 LF $ $ 2 EA $ $ 2 EA $ $ 29 EA $ $ 4 L-25 ADUSTMENT OF EXISTING L-880 PAPI UNITS ON EXISTING FOUNDATIONS (RUNWAY 5R) EA $ $ 42 MC-00 ISOLATED FULL DEPTH PATCHING 500 SY $ $ Total Bid Schedule Add Alternate $ B-3e

15 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE 2 - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 0000 MOBILIZATION LS $ $ 2 P-0 COLD MILLING 3,350 SY $ $ 3 P-0 ASPHALTIC CONCRETE OINT AND CRACK REPAIR 3,600 LF $ $ 4 P-0 ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 850 LF $ $ 5 P-56 SOD INLET PROTECTION EA $ $ 6 P-56 BLOCK AND GRAVEL INLET PROTECTION EA $ $ 7 P-56 TEMPORARY SEEDING AND MULCHING 0.50 ACRE $ $ 8 P-40 BITUMINOUS SURFACE COURSE 4,500 TON $ $ 9 P-603 BITUMINOUS TACK COAT 2,700 GAL $ $ 0 P-620 WATERBORNE, TYPE III MARKING, WHITE 7,600 SF $ $ P-620 WATERBORNE, TYPE III MARKING, BLACK,800 SF $ $ 2 P-620 WATERBORNE, TYPE II MARKING, TEMPORARY 7,600 SF $ $ 3 P-620 REFLECTIVE MEDIA, TYPE III 850 LB $ $ 4 P-62 GROOVING 8,670 SY $ $ 5 D D-705 UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6- INCH DIAMETER,200 LF $ $ 600 LF $ $ 7 D-75 UNDERDRAIN CLEANOUT 8 EA $ $ 8 T-90 SEEDING 0.50 ACRE $ $ 9 T-905 TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 200 CY $ $ 20 T-905 TOPSOILING (FURNISHED FROM OFF THE SITE) 70 CY $ $ 2 T-908 MULCHING 2,400 SY $ $ 22 L L-05 REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 6 EA $ $ 2 EA $ $ 24 L-05 REMOVE EXISTING UNCTION BOX 6 EA $ $ 25 L L L L-08 REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN- PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT B-3f 700 LF $ $,500 LF $ $ 2,800 LF $ $ 8,00 LF $ $

16 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE 2 - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 29 L L-0 3 L-0 32 L-0 33 L-0 34 L L-25 #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2- WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE 40 -WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE 2,00 LF $ $,200 LF $ $ 600 LF $ $ 20 LF $ $ 75 LF $ $ 6 EA $ $ 2 EA $ $ 36 MC-00 ISOLATED FULL DEPTH PATCHING 20 SY $ $ Total Bid Schedule Add Alternate 2 $ B-3g

17 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE 3 - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 0000 MOBILIZATION LS $ $ 2 P-0 COLD MILLING 7,000 SY $ $ 3 P-0 ASPHALTIC CONCRETE OINT AND CRACK REPAIR,900 LF $ $ 4 P-0 ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 440 LF $ $ 5 P-56 SOD INLET PROTECTION EA $ $ 6 P-56 BLOCK AND GRAVEL INLET PROTECTION EA $ $ 7 P-56 TEMPORARY SEEDING AND MULCHING 0.30 ACRE $ $ 8 P-40 BITUMINOUS SURFACE COURSE 2,400 TON $ $ 9 P-603 BITUMINOUS TACK COAT,400 GAL $ $ 0 P-620 WATERBORNE, TYPE III MARKING, WHITE 4,900 SF $ $ P-620 WATERBORNE, TYPE III MARKING, BLACK,00 SF $ $ 2 P-620 WATERBORNE, TYPE II MARKING, TEMPORARY 4,900 SF $ $ 3 P-620 REFLECTIVE MEDIA, TYPE III 550 LB $ $ 4 P-62 GROOVING 4,530 SY $ $ 5 D D-705 UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6- INCH DIAMETER 630 LF $ $ 600 LF $ $ 7 D-75 UNDERDRAIN CLEANOUT 6 EA $ $ 8 T-90 SEEDING 0.30 ACRE $ $ 9 T-905 TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 00 CY $ $ 20 T-905 TOPSOILING (FURNISHED FROM OFF THE SITE) 30 CY $ $ 2 T-908 MULCHING,400 SY $ $ 22 L L-05 REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 2 EA $ $ 6 EA $ $ 24 L-05 REMOVE EXISTING UNCTION BOX 3 EA $ $ 25 L L L L-08 REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN- PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT B-3h 35 LF $ $ 800 LF $ $,500 LF $ $ 4,200 LF $ $

18 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE 3 - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 29 L L-0 3 L-0 32 L L-25 #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2- WAY, 2" PVC CONDUIT, SCHEDULE 40 NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE,050 LF $ $ 630 LF $ $ 35 LF $ $ 2 EA $ $ 6 EA $ $ 34 MC-00 ISOLATED FULL DEPTH PATCHING 0 SY $ $ Total Bid Schedule Add Alternate 3 $ B-3i

19 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE 4 - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 0000 MOBILIZATION LS $ $ 2 P-0 COLD MILLING 9,700 SY $ $ 3 P-0 ASPHALTIC CONCRETE OINT AND CRACK REPAIR 2,400 LF $ $ 4 P-0 ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 600 LF $ $ 5 P-56 SOD INLET PROTECTION 2 EA $ $ 6 P-56 BLOCK AND GRAVEL INLET PROTECTION EA $ $ 7 P-56 TEMPORARY SEEDING AND MULCHING 0.20 ACRE $ $ 8 P-40 BITUMINOUS SURFACE COURSE 3,200 TON $ $ 9 P-603 BITUMINOUS TACK COAT,940 GAL $ $ 0 P-620 WATERBORNE, TYPE III MARKING, WHITE 3,400 SF $ $ P-620 WATERBORNE, TYPE III MARKING, YELLOW,900 SF $ $ 2 P-620 WATERBORNE, TYPE III MARKING, BLACK 3,00 SF $ $ 3 P-620 WATERBORNE, TYPE II MARKING, TEMPORARY 5,300 SF $ $ 4 P-620 REFLECTIVE MEDIA, TYPE III,700 LB $ $ 5 P-620 MARKING REMOVAL 200 SF $ $ 6 P-62 GROOVING 5,930 SY $ $ 7 D-70 GROUT EXISTING PIPE 30 CY $ $ 8 D-705 UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT 300 LF $ $ 9 D-705 UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6- INCH DIAMETER 600 LF $ $ 20 D-75 UNDERDRAIN CLEANOUT 6 EA $ $ 2 D-75 ABANDON EXISTING STRUCTURE 5 EA $ $ 22 T-90 SEEDING 0.20 ACRE $ $ 23 T-905 TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 80 CY $ $ 24 T-905 TOPSOILING (FURNISHED FROM OFF THE SITE) 30 CY $ $ 25 T-908 MULCHING 800 SY $ $ 26 L L-05 REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 2 EA $ $ 8 EA $ $ 28 L-05 REMOVE EXISTING UNCTION BOX 3 EA $ $ 29 L-05 REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE B-3j 700 LF $ $

20 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 BID SCHEDULE - ADD ALTERNATE 4 - ADDENDUM ITEM SPEC UNIT EXTENDED QUANTITY NO. NO. DESCRIPTION UNIT PRICE TOTAL 30 L-05 3 L L L L-0 35 L-0 36 L-0 37 L-0 38 L L-25 REMOVE EXISTING -WAY, 2-INCH DUCT, IN- PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2- WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE 40 -WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA NEW L-850C RUNWAY SEMIFLUSH EDGE LIGHT ON NEW BASE NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE,200 LF $ $ 2,300 LF $ $ 6,900 LF $ $,700 LF $ $ 50 LF $ $,200 LF $ $ 00 LF $ $ 200 LF $ $ 2 EA $ $ 4 EA $ $ 40 L-25 REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE 8 EA $ $ 4 L-25 ADUSTMENT OF EXISTING L-880 PAPI UNITS ON EXISTING FOUNDATIONS (RUNWAY 5R) EA $ $ 42 MC-00 ISOLATED FULL DEPTH PATCHING 50 SY $ $ Total Bid Schedule Add Alternate 4 $ B-3k

21 PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R-23L REHABILITATION PROECT, CONSTRUCTION PHASE 3 SUMMARY SHEET OF AWARD SCENARIOS: ADDENDUM Total Bid Schedule in Figures Total Bid Schedule in Words Total Bid Schedule Base Bid Only $ Total Bid Schedule Base Bid + Total Bid Schedule Add Alternate $ Total Bid Schedule Base Bid + Total Bid Schedule Add Alternate 2 $ Total Bid Schedule Base Bid + Total Bid Schedule Add Alternate 3 $ Total Bid Schedule Base Bid + Total Bid Schedule Add Alternate 2 + Total Bid Schedule Add Alternate 3 $ Total Bid Schedule Base Bid + Total Bid Schedule Add Alternate 2 + Total Bid Schedule Add Alternate 3 + Total Bid Schedule Add Alternate 4 $ It is the intent of the Owner to award a Contract to the bidder with the lowest responsive and responsible total base bid plus bid or bids for any owner selected alternates meeting the requirements set forth in the Contract Documents, the total of which does not exceed the funds available. Owner will select one of the following award scenarios, at the Owner's option: Base Bid Only Base Bid + Add Alternate Base Bid + Add Alternate 2 Base Bid + Add Alternate 3 Base Bid + Add Alternate 2 + Add Alternate 3 Base Bid + Add Alternate 2 + Add Alternate 3 + Add Alternate 4 B-3l

22 PIEDMONT TRIAD PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) AIP # XI IW H TA W AY E AY W N RU X R 23 TA 5L AY TA R TA U N X W AY IWA Y 4 D -3 TA 2 XI W AY A TA W XI AY W N RU TA XI W AY AY XI W AY M FORSYTH COUNTY GUILFORD COUNTY WINSTONSALEM K GREENSBORO 3L -2 R 5 PROECT LOCATION DAVIDSON COUNTY C INDEX OF DRAWINGS C-42 DRAINAGE TABLES G-00 TITLE SHEET AND INDEX OF DRAWINGS C-45 DRAINAGE DETAILS G-002 -G-003 SUMMARY OF QUANTITIES C-50 - C-530 PAVING GRADE TABLES G-004 GENERAL NOTES, LEGEND, AND ABBREVIATIONS C C-605 PAVEMENT MARKING PLANS G-005 PROECT DESCRIPTION PLAN C-65 PAVEMENT MARKING DETAILS G-006 PROECT LAYOUT PLAN X-0 - X-05 TAXIWAY M3 CROSS SECTIONS G-007 HORIZONTAL AND VERTICAL CONTROL PLAN E-00 AIRFIELD ELECTRICAL GENERAL NOTES G-0 SAFETY AND PHASING PLANS AND DETAILS E-002 G-20 BORING LOCATION PLAN AIRFIELD ELECTRICAL LEGEND AND ABBREVIATIONS E-0 - E-05 AIRFIELD ELECTRICAL DEMOLITION PLANS G-300 EROSION AND SEDIMENTATION CONTROL NOTES G-30 - G-307 EROSION AND SEDIMENTATION CONTROL PLANS G-35 EROSION AND SEDIMENTATION CONTROL DETAILS C-0 TYPICAL PAVEMENT SECTIONS C-20 - C-204 MILLING AND PAVING PLANS C-25 PAVING DETAILS C-30 - C-302 RUNWAY PROFILES C-40 - C-405 GRADING AND DRAINAGE PLANS E-5 AIRFIELD ELECTRICAL DEMOLITION DETAILS E-20 - E-205 AIRFIELD ELECTRICAL INSTALLATION PLANS E-23 - E-232 LIGHTING SCHEDULES E-25 - E-264 AIRFIELD ELECTRICAL INSTALLATION DETAILS E-30 AIRFIELD LIGHTING VAULT PLAN E-40 - E402 CIRCUIT PLANS HIGH POINT RANDLEMAN Heather M. Leopardi Manik K. Arora TITLE SHEET AND INDEX OF DRAWINGS ROCKINGHAM COUNTY PIEDMONT TRIAD INTERNATIONAL AIRPORT INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakerintl.com, c=us Date: :27:2-04'00' Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, =marora@aroraengine ers.com, c=us Date: :5:44-04'00' KWO DESIGNED KWO DRAWN HML CHECKED HML APPROVED MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) DATE: UNE, 208 SCALE: AS SHOWN REVISIONS NO. DATE BY 6/8/8 HML REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING SHEET DESCRIPTION ADDENDUM G-00

23 BASE BID BASE BID (CONT) ADD ALTERNATE ITEM ITEM DESCRIPTION QUANTITY UNIT AS-BUILT 0000 MOBILIZATION LS P-0-6. BITUMINOUS PAVEMENT REMOVAL 2,600 SY P COLD MILLING 70,000 SY P ASPHALTIC CONCRETE OINT AND CRACK REPAIR 5,000 LF P ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 3,000 LF P EMBANKMENT IN PLACE 2,000 CY P CONSTRUCTION ENTRANCE 2 EA P SOD INLET PROTECTION 3 EA P BLOCK AND GRAVEL INLET PROTECTION 5 EA P INSTALLATION AND REMOVAL OF SILT FENCE,950 LF P TEMPORARY SKIMMER DEVICE INSTALLATION EA P TEMPORARY SEEDING AND MULCHING 5.9 ACRE P BITUMINOUS SURFACE COURSE 28,000 TON P BITUMINOUS LEVELING COURSE 5,000 TON P BITUMINOUS TACK COAT 7,000 GAL P WATERBORNE, TYPE III MARKING, WHITE 30,000 SF P WATERBORNE, TYPE III MARKING, YELLOW 3,700 SF P WATERBORNE, TYPE III MARKING, BLACK 0,700 SF P WATERBORNE, TYPE II MARKING, TEMPORARY 33,700 SF P REFLECTIVE MEDIA, TYPE III 3,750 LB P MARKING REMOVAL,000 SF P GROOVING 43,400 SY D INCH REINFORCED CONCRETE PIPE, CLASS V 8 LF D STORM PIPE REMOVAL 400 LF D GROUT EXISTING PIPE 0 CY D UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT 4,900 LF D UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6-INCH DIAMETER,500 LF D UNDERDRAIN CLEANOUT 2 EA D ABANDON EXISTING STRUCTURE 9 EA D REMOVE EXISTING DRAINAGE STRUCTURE EA D ADUST INLET TO GRADE EA T SEEDING 5.9 ACRE T TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 2,400 CY T TOPSOILING (FURNISHED FROM OFF THE SITE) 800 CY T MULCHING 28,500 SY L L L L TEMPORARY AIRFIELD LIGHTING UMPERS AS INDICATED ON THE DRAWINGS, COMPLETE REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING SEMIFLUSH RUNWAY EDGE LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) LS 40 EA 2 EA 60 EA L REMOVE EXISTING UNCTION BOX 50 EA ITEM ITEM DESCRIPTION QUANTITY UNIT AS-BUILT L L REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN-PAVEMENT, COMPLETE 6,500 LF 7,800 LF L REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT 27,000 LF L REMOVE AIRFIELD GUIDANCE SIGN AND BASE 4 EA L L L-0-5. L L #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE 40 57,000 LF 3,000 LF 4,00 LF 5,400 LF 200 LF L WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA 900 LF L CONCRETE ENCASED ELECTRICAL DUCTBANK, 4-WAY, 4" PVC CONDUIT, SCHEDULE 40,00 LF L-5-5. ADUST ELECTRICAL STRUCTURE TO FINISHED GRADE 4 EA L NEW AIRCRAFT RATED ELECTRICAL MANHOLE 2 EA L L L L NEW L-850C RUNWAY SEMIFLUSH EDGE LIGHT ON NEW BASE NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE REINSTALL EXISTING TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON ADUSTED BASE 6 EA 24 EA 60 EA 4 EA L REINSTALL EXISTING TAXIWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE EA L ALCMS SUPPORT SERVICES DAY MC ISOLATED FULL DEPTH PATCHING 700 SY ITEM ITEM DESCRIPTION QUANTITY UNIT AS-BUILT 0000 MOBILIZATION LS P COLD MILLING 33,200 SY P ASPHALTIC CONCRETE OINT AND CRACK REPAIR 8,500 LF P ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 2,000 LF P SOD INLET PROTECTION 3 EA P BLOCK AND GRAVEL INLET PROTECTION 2 EA P TEMPORARY SEEDING AND MULCHING 0.90 ACRE P BITUMINOUS SURFACE COURSE,000 TON P BITUMINOUS TACK COAT 6,640 GAL P WATERBORNE, TYPE III MARKING, WHITE 28,000 SF P WATERBORNE, TYPE III MARKING, YELLOW,900 SF P WATERBORNE, TYPE III MARKING, BLACK 6,00 SF P WATERBORNE, TYPE II MARKING, TEMPORARY 29,900 SF P REFLECTIVE MEDIA, TYPE III 3,330 LB P MARKING REMOVAL 200 SF P GROOVING 2,300 SY D GROUT EXISTING PIPE 30 CY D UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT 2,400 LF D UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6-INCH DIAMETER,200 LF D UNDERDRAIN CLEANOUT 2 EA D ABANDON EXISTING STRUCTURE 5 EA T SEEDING 0.90 ACRE T TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 340 CY T TOPSOILING (FURNISHED FROM OFF THE SITE) 20 CY T MULCHING 4,50 SY L L REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 2 EA 29 EA L REMOVE EXISTING UNCTION BOX 2 EA L L L L L L-0-5. L L REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN-PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE 40,800 LF 3,800 LF 7,500 LF 2,000 LF 5,300 LF 2,00 LF 2,300 LF 20 LF L WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA 250 LF L L L L NEW L-850C RUNWAY SEMIFLUSH EDGE LIGHT ON NEW BASE NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE ADUSTMENT OF EXISTING L-880 PAPI UNITS ON EXISTING FOUNDATIONS (RUNWAY 5R) 2 EA 2 EA 29 EA EA MC ISOLATED FULL DEPTH PATCHING 500 SY PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 KWO DESIGNED LS CHECKED SUMMARY OF QUANTITIES KWO DRAWN HML APPROVED MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) DATE: UNE, 208 Heather M. Leopardi Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakerintl.com, c=us Date: :27:35-04'00' NO. DATE BY 6/8/8 HML REVISIONS DESCRIPTION ADDENDUM SCALE: NONE SHEET G-002 REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING

24 ADD ALTERNATE 2 ADD ALTERNATE 3 ADD ALTERNATE 4 ITEM ITEM DESCRIPTION QUANTITY UNIT AS-BUILT 0000 MOBILIZATION LS P COLD MILLING 3,350 SY P ASPHALTIC CONCRETE OINT AND CRACK REPAIR 3,600 LF P ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 850 LF ITEM ITEM DESCRIPTION QUANTITY UNIT AS-BUILT 0000 MOBILIZATION LS P COLD MILLING 7,000 SY P ASPHALTIC CONCRETE OINT AND CRACK REPAIR,900 LF P ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 440 LF ITEM ITEM DESCRIPTION QUANTITY UNIT 0000 MOBILIZATION LS P COLD MILLING 9,700 SY P ASPHALTIC CONCRETE OINT AND CRACK REPAIR 2,400 LF P ASPHALTIC CONCRETE OINT AND CRACK FILLING WITH SAND MIXTURE 600 LF PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) P SOD INLET PROTECTION EA P BLOCK AND GRAVEL INLET PROTECTION EA P TEMPORARY SEEDING AND MULCHING 0.50 ACRE P BITUMINOUS SURFACE COURSE 4,500 TON P BITUMINOUS TACK COAT 2,700 GAL P WATERBORNE, TYPE III MARKING, WHITE 7,600 SF P WATERBORNE, TYPE III MARKING, BLACK,800 SF P WATERBORNE, TYPE II MARKING, TEMPORARY 7,600 SF P REFLECTIVE MEDIA, TYPE III 850 LB P GROOVING 8,670 SY D UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT,200 LF D UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6-INCH DIAMETER 600 LF D UNDERDRAIN CLEANOUT 8 EA T SEEDING 0.50 ACRE T TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 200 CY T TOPSOILING (FURNISHED FROM OFF THE SITE) 70 CY T MULCHING 2,400 SY L L REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 6 EA 2 EA L REMOVE EXISTING UNCTION BOX 6 EA L L L L L L-0-5. L L REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN-PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE LF,500 LF 2,800 LF 8,00 LF 2,00 LF,200 LF 600 LF 20 LF L WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA 75 LF L NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE 6 EA L REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE 2 EA MC ISOLATED FULL DEPTH PATCHING 20 SY P SOD INLET PROTECTION EA P BLOCK AND GRAVEL INLET PROTECTION EA P TEMPORARY SEEDING AND MULCHING 0.30 ACRE P BITUMINOUS SURFACE COURSE 2,400 TON P BITUMINOUS TACK COAT,400 GAL P WATERBORNE, TYPE III MARKING, WHITE 4,900 SF P WATERBORNE, TYPE III MARKING, BLACK,00 SF P WATERBORNE, TYPE II MARKING, TEMPORARY 4,900 SF P REFLECTIVE MEDIA, TYPE III 550 LB P GROOVING 4,530 SY D UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT 630 LF D UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6-INCH DIAMETER 600 LF D UNDERDRAIN CLEANOUT 6 EA T SEEDING 0.30 ACRE T TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 00 CY T TOPSOILING (FURNISHED FROM OFF THE SITE) 30 CY T MULCHING,400 SY L L REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 2 EA 6 EA L REMOVE EXISTING UNCTION BOX 3 EA L L L L L L-0-5. L L REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN-PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE 35 LF 800 LF,500 LF 4,200 LF,050 LF 630 LF 35 LF 2 EA L REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE 6 EA MC ISOLATED FULL DEPTH PATCHING 0 SY P SOD INLET PROTECTION 2 EA P BLOCK AND GRAVEL INLET PROTECTION EA P TEMPORARY SEEDING AND MULCHING 0.20 ACRE P BITUMINOUS SURFACE COURSE 3,200 TON P BITUMINOUS TACK COAT,940 GAL P WATERBORNE, TYPE III MARKING, WHITE 3,400 SF P WATERBORNE, TYPE III MARKING, YELLOW,900 SF P WATERBORNE, TYPE III MARKING, BLACK 3,00 SF P WATERBORNE, TYPE II MARKING, TEMPORARY 5,300 SF P REFLECTIVE MEDIA, TYPE III,700 LB P MARKING REMOVAL 200 SF P GROOVING 5,930 SY D GROUT EXISTING PIPE 30 CY D UNDERDRAIN PIPE, PERFORATED, 6-INCH DIAMETER INSTALLED IN PAVEMENT 300 LF D UNDERDRAIN OUTLET PIPE, NON-PERFORATED, 6-INCH DIAMETER 600 LF D UNDERDRAIN CLEANOUT 6 EA D ABANDON EXISTING STRUCTURE 5 EA T SEEDING 0.20 ACRE T TOPSOILING (OBTAINED ON SITE OR REMOVED FROM STOCKPILE) 80 CY T TOPSOILING (FURNISHED FROM OFF THE SITE) 30 CY T MULCHING 800 SY L L REMOVE EXISTING ELEVATED LIGHT FIXTURE AND BASE (DELIVER FIXTURE TO AIRPORT) REMOVE EXISTING IN-PAVEMENT LIGHT FIXTURE AND BASE (FIXTURE FOR REINSTALLATION) 2 EA 8 EA L REMOVE EXISTING UNCTION BOX 3 EA L L L L L L-0-5. L L REMOVE EXISTING -WAY, 2-INCH DUCT, DIRECT BURIED, COMPLETE REMOVE EXISTING -WAY, 2-INCH DUCT, IN-PAVEMENT, COMPLETE REMOVE EXISTING AIRFIELD LIGHTING CABLE IN CONDUIT OR DUCT #8, 5KV, L-824, TYPE C AIRFIELD LIGHTING CABLE INSTALLED IN DUCT BANK OR CONDUIT #6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED ABOVE DUCT BANK OR CONDUIT CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONCRETE ENCASED ELECTRICAL DUCTBANK, 2-WAY, 2" PVC CONDUIT, SCHEDULE 40 CONTROLLED LOW STRENGTH MATERIAL ENCASED ELECTRICAL DUCTBANK, -WAY, 2" PVC CONDUIT, SCHEDULE LF,200 LF 2,300 LF 6,900 LF,700 LF 50 LF,200 LF 00 LF L WAY, 2" PVC CONDUIT, SCHEDULE 40, UNPAVED AREA 200 LF PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 KWO DESIGNED LS CHECKED SUMMARY OF QUANTITIES KWO DRAWN HML APPROVED L L L L NEW L-850C RUNWAY SEMIFLUSH EDGE LIGHT ON NEW BASE NEW L-862 RUNWAY ELEVATED EDGE LIGHT ON NEW BASE REINSTALL EXISTING L-850A RUNWAY CENTERLINE LIGHT AND ISOLATION TRANSFORMER ON NEW BASE ADUSTMENT OF EXISTING L-880 PAPI UNITS ON EXISTING FOUNDATIONS (RUNWAY 5R) 2 EA 4 EA 8 EA EA MC ISOLATED FULL DEPTH PATCHING 50 SY MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) Heather M. Leopardi Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakerintl.c om, c=us Date: :27:46-04'00' NO. DATE BY 6/8/8 HML REVISIONS DESCRIPTION ADDENDUM DATE: UNE, 208 SCALE: NONE SHEET G-003 REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING

25 60' 250' TOTAL PROECT DURATION 95 CALENDAR DAYS PHASE I - STATIONS (95 CALENDAR DAYS) RUNWAY 5R-23L WILL BE CLOSED DURING THIS PHASE AREA AVAILABLE TO CONTRACTOR 24 HOURS PER DAY TAXIWAYS D, K, K2, K3, M, M3, M4, M5, AND A PORTION OF TAXIWAY M WILL BE CLOSED DURING THIS PHASE MILL AND PAVE EXISTING RUNWAY 5R-23L WITHIN PHASE LIMITS MILL AND PAVE EXISTING RUNWAY 5R-23L SHOULDERS WITHIN PHASE LIMITS INSTALLATION OF UNDERDRAIN WITHIN PHASE LIMITS GRADING, SEEDING AND MULCHING ALONG EDGES OF RUNWAY 5R-23L WITHIN PHASE LIMITS REMOVE LIGHT BASES AND LIGHT FIXTURES FROM WITHIN PHASE LIMITS REMOVE CABLE AND CONDUIT WITHIN PHASE LIMITS TRENCH PAVEMENT FOR NEW ELECTRICAL WORK WITHIN PHASE LIMITS EXISTING STRUCTURE ABANDONMENT, ADUSTMENT, REMOVAL, AND/OR REPLACEMENT REPLACE RUNWAY 5R-23L CENTERLINE LIGHTS, CABLE AND CONDUIT WITHIN PHASE LIMITS AND REINSTALL EXISTING FIXTURES REPLACE RUNWAY 5R-23L EDGE LIGHTS, FIXTURES, CABLE AND CONDUIT WITHIN PHASE LIMITS PAVEMENT MARKING PHASE IA (2 CALENDAR DAYS) 60' 60' PHASE IA REMOVE TAXIWAY M3 PAVEMENT REMOVE TAXIWAY M3 TAXIWAY EDGE LIGHTS REMOVE TAXIWAY M3 SIGNS REMOVE TAXIWAY M3 CENTERLINE MARKINGS LOCATED ON TAXIWAY M GRADING, SEEDING, AND MULCHING TAXIWAY M WILL BE CLOSED BETWEEN TAXIWAY D AND TAXIWAY M4 ONCE WORK IS WITHIN 60 FEET FROM THE TAXIWAY M CENTERLINE. ONCE WORK COMMENCES FOR THIS PHASE, CONTRACTOR HAS 2 CALENDAR DAYS TO COMPLETE THIS PHASE 60' 60' PHASE IC (GROOVING & MARKING) 60' PHASE IC (MARKING) 60' PHASE IA 60' 60' 60' NOTES: 60'. RED BARRICADE LIGHTS SHALL BE SOLAR 360 OMNIDIRECTIONAL. 2. BARRICADES SHALL BE INTERLOCKED AND CONTINUOUS, UNLESS OTHERWISE INDICATED; OR DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL MAINTAIN BARRICADE LIGHTS AT ALL TIMES DURING CONSTRUCTION. EACH BARRICADE MUST HAVE BOTH LIGHTS OPERATING AT ALL TIMES. 4. BARRICADES SHALL BE HELD IN PLACE BY ENOUGH SANDBAGS TO PREVENT MOVEMENT FROM ET BLAST. SANDBAGS SHALL BE EITHER ORANGE OR WHITE. G-0 8'-0" 60' HIGH INTENSITY RED FLASHING LIGHT SECURED TO BARRICADE (TWO PER BARRICADE) INTERNATIONAL ORANGE AND WHITE STRIPES (BOTH SIDES) LOW PROFILE BARRICADE LOW PROFILE BARRICADE DETAIL NTS PHASE IB SURFACE OF PAVEMENT/GROUND LEGEND A LOW PROFILE BARRICADE Heather M. INDICATES THE PHASE Leopardi 60' Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakerin tl.com, c=us Date: :28:00-04'00' PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 KWO DESIGNED SAFETY AND PHASING PLAN AND DETAILS KWO DRAWN PHASE B (5 CALENDAR DAYS) HML CHECKED HML APPROVED TAXIWAYS K3 AND M5 WILL BE CLOSED DURING THIS PHASE TAXIWAYS K3 AND M5 CANNOT BE CLOSED AT THE SAME TIME AS TAXIWAYS K2 AND M4 REMOVE EXISTING ELECTRICAL CONDUIT REMOVE EXISTING UNCTION BOXES REMOVE EXISTING ELECTRICAL CABLES INSTALL NEW ELECTRICAL CABLES PHASE IC (5 CALENDAR DAYS) GROOVING OF RUNWAY 5R-23L NEW PAVING REMARK ENTIRE RUNWAY 5R-23L AND TAXIWAY CONNECTORS AS INDICATED ON PAVEMENT MARKING PLANS NOTES:. THE CONTRACTOR SHALL FURNISH TWO (2) LIGHTED RUNWAY CLOSURE MARKINGS FOR USE ON THE PROECT. THE CONTRACTOR SHALL MAINTAIN, POSITION, OPERATE, FUEL AND STORE THE MARKERS THROUGHOUT THE DURATION OF THE PROECT. 2. CONTRACTOR TO USE ONE () MARKER FOR EACH END OF THE RUNWAY. 3. ONE () MARKER SHALL BE PLACED ON THE RUNWAY 5R BLAST PAD 60 FEET FROM TAXIWAY A CENTERLINE. ONE () MARKER SHALL BE PLACED ON THE 23L RUNWAY DESIGNATION. 2 G-0 CLOSED RUNWAY MARKER NTS NO. DATE BY 6/9/8 HML SCALE IN FEET REVISIONS DESCRIPTION ADDENDUM MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) DATE: SCALE: UNE, 208 AS SHOWN SHEET G-0 REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING

26 20' 6' WIDE WHITE STRIPE NOTES:. BASE BID SHALL INCLUDE ALL PAVEMENT MARKINGS. 2. ALL PERMANENT MARKINGS HAVE 6" BLACK OUTLINE ON ALL SIDES. 3. ALL RUNWAY MARKINGS ARE TO BE CENTERED ON THE RUNWAY 5R-23L BASELINE. PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) MATCHLINE - SEE SHEET C ' (TYP) RUNWAY 5R-23L BASELINE LIMIT OF PAVING SEE NOTE 7 REMOVE EXISTING TAXIWAY CENTERLINE MARKING 30' WIDE WHITE STRIPE(TYP) ' (TYP) END REPAINTING OF EXISTING TAXIWAY CENTERLINE AT THE HOLD BAR REMOVE EXISTING TAXIWAY CENTERLINE MARKING " YELLOW STRIPE ' SPACE (TYP) 20' WHITE STRIPE (TYP) 500' 500' END REPAINTING OF EXISTING TAXIWAY CENTERLINE AT THE HOLD BAR 75' (TYP) 5' WHITE STRIPE 3' WIDE WHITE STRIPE 3' WIDE MATCHLINE - SEE SHEET C ALL COORDINATE POINTS ARE TO THE CENTER OF THE MARKING. 5. IN ALL INSTANCES WHERE RUNWAY AND TAXIWAY MARKINGS INTERSECT, THE TAXIWAY MARKINGS SHALL ABUT THE RUNWAY MARKINGS AND SHALL RESUME AFTER THE RUNWAY MARKING. 6. ANY MARKINGS BEYOND THE PLANNED MARKING LIMITS THAT BECOME OBSCURED DUE TO CONSTRUCTION ACTIVITIES AS DETERMINED BY THE ENGINEER SHALL BE REPAINTED AT NO ADDITIONAL EXPENSE TO THE CONTRACT. 7. ALL EXISTING MARKINGS BEYOND LIMIT OF PAVING SHALL BE REMARKED IN EXISTING LOCATIONS EXCEPT WHERE OTHERWISE NOTED IN ACCORDANCE WITH ITEM P AN APPLICATION OF TEMPORARY PAVEMENT MARKING WILL BE REQUIRED ON ALL NEW PAVEMENT PRIOR TO THE APPLICATION OF PERMANENT MARKINGS, IN ACCORDANCE WITH ITEM P-620. POINT MARKING POINT TABLE NORTHING EASTING DESCRIPTION PT R=95' PC PC R=95' PT PT R=95' PC PC PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 PAVEMENT MARKING PLANS R=95' PT Heather M. Leopardi SCALE IN FEET KEY MAP Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakerintl.co m, c=us Date: :28:9-04'00' KWO DESIGNED DLF CHECKED KWO DRAWN HML APPROVED MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) DATE: SCALE: UNE, 208 AS SHOWN NO. DATE BY 6/9/8 HML REVISIONS DESCRIPTION ADDENDUM SHEET C-602 REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING

27 NOTES:. BASE BID SHALL INCLUDE ALL PAVEMENT MARKINGS. 2. ALL PERMANENT MARKINGS HAVE 6" BLACK OUTLINE ON ALL SIDES. 3. ALL RUNWAY MARKINGS ARE TO BE CENTERED ON THE RUNWAY 5R-23L BASELINE. PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) MATCHLINE - SEE SHEET C-602 RUNWAY 5R-23L 200' (TYP) BASELINE ' 3' WIDE (TYP) 3' WIDE WHITE STRIPE 80' SPACE (TYP) 20' WHITE STRIPE (TYP) 500' 500' 500' 75' (TYP) (TYP) 6' WIDE WHITE STRIPE (TYP) REMOVE EXISTING TAXIWAY CENTERLINE MARKING " YELLOW STRIPE 3-03 END REPAINTING OF EXISTING TAXIWAY CENTERLINE AT THE HOLD BAR ' MATCHLINE - SEE SHEET C ALL COORDINATE POINTS ARE TO THE CENTER OF THE MARKING. 5. IN ALL INSTANCES WHERE RUNWAY AND TAXIWAY MARKINGS INTERSECT, THE TAXIWAY MARKINGS SHALL ABUT THE RUNWAY MARKINGS AND SHALL RESUME AFTER THE RUNWAY MARKING. 6. ANY MARKINGS BEYOND THE PLANNED MARKING LIMITS THAT BECOME OBSCURED DUE TO CONSTRUCTION ACTIVITIES AS DETERMINED BY THE ENGINEER SHALL BE REPAINTED AT NO ADDITIONAL EXPENSE TO THE CONTRACT. 7. ALL EXISTING MARKINGS BEYOND LIMIT OF PAVING SHALL BE REMARKED IN EXISTING LOCATIONS EXCEPT WHERE OTHERWISE NOTED IN ACCORDANCE WITH ITEM P AN APPLICATION OF TEMPORARY PAVEMENT MARKING WILL BE REQUIRED ON ALL NEW PAVEMENT PRIOR TO THE APPLICATION OF PERMANENT MARKINGS, IN ACCORDANCE WITH ITEM P-620. POINT MARKING POINT TABLE NORTHING EASTING DESCRIPTION PT R=95' PC R=95' PT PT R=95' PC PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 PAVEMENT MARKING PLANS END REPAINTING OF EXISTING TAXIWAY CENTERLINE AT THE HOLD BAR Heather M. Leopardi SCALE IN FEET KEY MAP Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakeri ntl.com, c=us Date: :28:32-04'00' KWO DESIGNED DLF CHECKED KWO DRAWN HML APPROVED MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) DATE: SCALE: UNE, 208 AS SHOWN NO. DATE BY 6/9/8 HML REVISIONS DESCRIPTION ADDENDUM SHEET C-603 REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING

28 NOTES:. BASE BID SHALL INCLUDE ALL PAVEMENT MARKINGS. 2. ALL PERMANENT MARKINGS HAVE 6" BLACK OUTLINE ON ALL SIDES. 3. ALL RUNWAY MARKINGS ARE TO BE CENTERED ON THE RUNWAY 5R-23L BASELINE. PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) MATCHLINE - SEE SHEET C ' (TYP) RUNWAY 5R-23L BASELINE 3' WIDE WHITE STRIPE 80' SPACE (TYP) 20' WHITE STRIPE (TYP) 3' WIDE (TYP) 6" YELLOW STRIPE 200' (TYP) MATCHLINE - SEE SHEET C ALL COORDINATE POINTS ARE TO THE CENTER OF THE MARKING. 5. IN ALL INSTANCES WHERE RUNWAY AND TAXIWAY MARKINGS INTERSECT, THE TAXIWAY MARKINGS SHALL ABUT THE RUNWAY MARKINGS AND SHALL RESUME AFTER THE RUNWAY MARKING. 6. ANY MARKINGS BEYOND THE PLANNED MARKING LIMITS THAT BECOME OBSCURED DUE TO CONSTRUCTION ACTIVITIES AS DETERMINED BY THE ENGINEER SHALL BE REPAINTED AT NO ADDITIONAL EXPENSE TO THE CONTRACT. 7. ALL EXISTING MARKINGS BEYOND LIMIT OF PAVING SHALL BE REMARKED IN EXISTING LOCATIONS EXCEPT WHERE OTHERWISE NOTED IN ACCORDANCE WITH ITEM P AN APPLICATION OF TEMPORARY PAVEMENT MARKING WILL BE REQUIRED ON ALL NEW PAVEMENT PRIOR TO THE APPLICATION OF PERMANENT MARKINGS, IN ACCORDANCE WITH ITEM P-620. PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 PAVEMENT MARKING PLANS REMOVE EXISTING TAXIWAY ENHANCED CENTERLINE Heather M. Leopardi Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakeri ntl.com, c=us Date: :28:45-04'00' SCALE IN FEET KEY MAP KWO DESIGNED DLF CHECKED KWO DRAWN HML APPROVED END REMOVAL OF EXISTING TAXIWAY ENHANCED CENTERLINE MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) DATE: SCALE: UNE, 208 AS SHOWN NO. DATE BY 6/9/8 HML REVISIONS DESCRIPTION ADDENDUM SHEET C-604 REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING

29 NOTES:. BASE BID SHALL INCLUDE ALL PAVEMENT MARKINGS. 2. ALL PERMANENT MARKINGS HAVE 6" BLACK OUTLINE ON ALL SIDES. 3. ALL RUNWAY MARKINGS ARE TO BE CENTERED ON THE RUNWAY 5R-23L BASELINE. PIEDMONT TRIAD AIRPORT AUTHORITY 000A Ted ohnson Parkway Greensboro, NC OFC: (336) FAX: (336) MATCHLINE - SEE SHEET C-604 3' WIDE ' SPACE 20' WHITE STRIPE 80' SPACE 00' WHITE STRIPE 60' SPACE 00' WHITE STRIPE 60' SPACE 00' WHITE STRIPE 80' SPACE 20' WHITE STRIPE ' WIDE WHITE STRIPE END REPAINTING OF EXISTING TAXIWAY CENTERLINE AT THE HOLD BAR REMOVE EXISTING TAXIWAY CENTERLINE MARKING 6" YELLOW STRIPE ' (TYP) REMOVE EXISTING TAXIWAY CENTERLINE MARKING (TYP) RUNWAY 5R-23L BASELINE LIMIT OF PAVING SEE NOTE 7 MATCHLINE - SEE SHEET C ALL COORDINATE POINTS ARE TO THE CENTER OF THE MARKING. 5. IN ALL INSTANCES WHERE RUNWAY AND TAXIWAY MARKINGS INTERSECT, THE TAXIWAY MARKINGS SHALL ABUT THE RUNWAY MARKINGS AND SHALL RESUME AFTER THE RUNWAY MARKING. 6. ANY MARKINGS BEYOND THE PLANNED MARKING LIMITS THAT BECOME OBSCURED DUE TO CONSTRUCTION ACTIVITIES AS DETERMINED BY THE ENGINEER SHALL BE REPAINTED AT NO ADDITIONAL EXPENSE TO THE CONTRACT. 7. ALL EXISTING MARKINGS BEYOND LIMIT OF PAVING SHALL BE REMARKED IN EXISTING LOCATIONS EXCEPT WHERE OTHERWISE NOTED IN ACCORDANCE WITH ITEM P AN APPLICATION OF TEMPORARY PAVEMENT MARKING WILL BE REQUIRED ON ALL NEW PAVEMENT PRIOR TO THE APPLICATION OF PERMANENT MARKINGS, IN ACCORDANCE WITH ITEM P-620. POINT MARKING POINT TABLE NORTHING EASTING DESCRIPTION PT R=95' PC R=95' PT PC R=95' PIEDMONT TRIAD INTERNATIONAL AIRPORT RUNWAY 5R - 23L REHABILITATION - CONSTRUCTION PHASE 3 PAVEMENT MARKING PLANS PT END REPAINTING OF EXISTING TAXIWAY CENTERLINE AT THE HOLD BAR R=95' PC Heather M. Leopardi Digitally signed by Heather M. Leopardi DN: cn=heather M. Leopardi, o=michael Baker International, ou=aviation, =hleopardi@mbakerintl.co m, c=us Date: :29:0-04'00' KWO DESIGNED KWO DRAWN SCALE IN FEET KEY MAP DLF CHECKED HML APPROVED MICHAEL BAKER ENGINEERING, INC. 200 Centreport Dr. Suite 350 Greensboro,NC OFC: (336) FAX: (336) DATE: SCALE: UNE, 208 AS SHOWN NO. DATE BY 6/9/8 HML REVISIONS DESCRIPTION ADDENDUM SHEET C-605 REV. 04/25/206 IF THIS DRAWING IS LESS THAN 22" x 34", IT IS A REDUCED SIZE DRAWING

30 Manik K. Arora Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, om, c=us Date: :59:8-04'00'

31 Manik K. Arora Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, om, c=us Date: :58:28-04'00'

32 Manik K. Arora Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, om, c=us Date: :57:33-04'00'

33 Manik K. Arora Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, om, c=us Date: :56:26-04'00'

34 Manik K. Arora Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, c=us Date: :54:03-04'00'

35 Manik K. Arora Digitally signed by Manik K. Arora DN: cn=manik K. Arora, o, ou, om, c=us Date: :53:4-04'00'