Department of Aviation Airport Office Building
8500 Peňa Boulevard Denver, Colorado
(303) 342-2200 www.flydenver.com
November 21, 2014
Runway 17L-35R Complex Pavement and Lighting Rehabilitation
CONTRACT NO. 201417577
ADDENDUM NUMBER FIVE This Addendum Number Five supersedes and/or supplements all portions of the Contract Documents with which it conflicts. Bidders must acknowledge receipt of this addendum on page 34 of the Bid Forms. __________________________________ Dave LaPorte, Deputy Manager of Aviation Airport Infrastructure Management (AIM)
CITY AND COUNTY OF DENVER CONTRACT NO. CE201417577
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
DENVER INTERNATIONAL AIRPORT
ADDENDUM NUMBER FIVE
November 20, 2014
RUNWAY 17L/35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION CONTRACT NO. CE201417577 ADDENDUM NUMBER FIVE
1
Scope of this Addendum
Addendum Number Five includes modifications to the following Contract Documents issued October 20, 2014. These modifications are deemed necessary by the City and County of Denver.
PART I – PROJECT REQUIREMENTS
BID PROPOSAL 1. Replace the original bid proposal with the attached revised bid proposal noted
as Addendum #5 and dated November 20, 2014.
PART II – DIVISION II – TECHNICAL SPECIFICATIONS
VOLUME NO. 1 – CIVIL 1. Appendix A, 015525 TRAFFIC CONTROL
Add the following work description and measurement and payment requirements for Temporary Detour Pavement Construction and Removal: “015525e - Construction and removal of the temporary pavement section for detour roads will be paid for once per each detour location required. This will include placement of 3 inches of hot-mixed asphalt in accordance with Item P-401C on top of 8 inches of compacted asphalt millings. Compaction of asphalt millings shall be tested and accepted via proof roll in the presence of the DIA project manager. Compaction of the hot-mixed asphalt surface shall be to a 90 percent level as monitored by the QA testing firm, but all remaining testing requirements under the P-401C specification will not be required for this temporary pavement construction. This item shall include any excavation and preparation of subgrade necessary to complete the item. The subgrade shall also require proof rolling for acceptance by the DIA project manager. This work shall also include the removal of temporary detour roads and remediation of areas on which temporary detour roads are placed, which shall include revegitation of disturbed areas as required under the T-901 specification. Payment for temporary pavement construction and removal for each detour location will be at the contract unit price per each detour location. This price will shall be full compensation for placement of 3 inches of hot-mixed asphalt in accordance with Item P-401C on top of 8 inches of compacted asphalt millings. This item shall include any excavation and preparation of subgrade and the removal of temporary detour roads and remediation of areas on which temporary detour roads are placed,
CITY AND COUNTY OF DENVER CONTRACT NO. CE201417577
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
DENVER INTERNATIONAL AIRPORT
ADDENDUM NUMBER FIVE
November 20, 2014
RUNWAY 17L/35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION CONTRACT NO. CE201417577 ADDENDUM NUMBER FIVE
2
as well as revegitation. This item shall also include all labor, equipment, tools and incidentals necessary to complete the item for each detour location.” Add the following pay item for Temporary Detour Pavement Construction and Removal: “015525e TEMPORARY DETOUR PAVEMENT CONSTRUCTION AND REMOVAL-PER EACH” The quantity will be 2 Each.
VOLUME NO. 2 – ELECTRICAL 1. L-125 – AIRPORT LIGHTING SYSTEMS
Section 2.02, section D, change “… five thousand volt, nineteen strand.” to read “… five thousand volt, seven or nineteen strand.”
2. L-125 – AIRPORT LIGHTING SYSTEMS Section 2.03, second paragraph, first sentence, change “The contractor shall remove and reinstall the existing quartz fixture.” to read “The contractor shall remove and reinstall the existing quartz or LED fixture, as shown in the plans.”
PART III – CONTRACT DRAWINGS VOLUME NO. 1 – CIVIL PLANS 1. Volume No. 1 Sheet C0003 – SUMMARY OF APPROXIMATE QUANTITIES
Add the following bid item “015525e TEMPORARY DETOUR PAVEMENT CONSTRUCTION AND REMOVAL-PER EACH” The quantity will be 2 Each.
2. Volume No. 1 Sheet C0004 – GENERAL NOTES AND LEGEND Note 17 is hereby revised from “100-Foot separation from the AOA fence.” to “10-Foot separation from the AOA fence”. Note 19 is hereby revised from “15-Feet above existing grades.” to “30-Feet above existing grades.”
3. Volume No. 1 Sheet C0100 – ARFF RESPONSE PHASING PLAN Emergency Vehicle Access Notes, Note 1 is hereby revised from “shall be delineated with reflective cones” to “shall be delineated with construction delineators”. This is in accordance with Detail 4 on Sheet C0150. The maximum spacing is increased to 25-feet for the designated ARFF access route, which deviates from the normal spacing of 10-feet as shown on Detail 6, as noted for other construction areas.
CITY AND COUNTY OF DENVER CONTRACT NO. CE201417577
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
DENVER INTERNATIONAL AIRPORT
ADDENDUM NUMBER FIVE
November 20, 2014
RUNWAY 17L/35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION CONTRACT NO. CE201417577 ADDENDUM NUMBER FIVE
3
4. Volume No. 1 Sheet C0151 – CONSTRUCTION SAFETY PLAN
SAFETY NOTES: Note 10, is hereby revised to read as follows: “Contractor shall maintain and keep clear of the ARFF response access route between ARFF #3 and Great Rocks Road. The route from ARFF #3 to Taxiway EC, along Taxiway P to the north shoulder of Taxiway ED, and onto Great Rocks Road, shall be delineated as shown on Sheet C0100, in accordance with the Emergency Vehicle Access Notes thereon.” Note 13, is hereby revised to read as follows: “Contractor shall establish specific haul/traffic routes to, within, and from the construction areas. Construction delineators and signage shall only be required at entrance and exit locations to assure that construction vehicles understand the prescribed areas that are allowed for construction traffic. Contractor shall present their proposed plan to the DIA project manager for concurrence prior to construction. All areas that present opportunities for vehicles to potentially stray from the approved routes shall be appropriately barricaded and signed to prevent access to unapproved areas.”
5. Volume No. 1 Sheet C0450 – PAVING DETAILS Detail 4, Type E2 – Doweled Construction Joint, change call out from “Detail 2, Sheet C0451” to Detail 4, Sheet C0451.” See attached, revised Sheet C0450.
6. Volume No. 1 Sheet C0450 – PAVING DETAILS Detail 5, Type C1 – Doweled Contraction Joint, change call out from “Detail 4, Sheet C0451” to Detail 2, Sheet C0451.” See attached, revised Sheet C0450.
7. Volume No. 1 Sheet C0450 – PAVING DETAILS Detail 7, Type D1 – Dummy Contraction Joint, change call out from “Detail 4, Sheet C0451” to Detail 2, Sheet C0451.” See attached, revised Sheet C0450.
8. Volume No. 1 Sheet C0452 – PAVING DETAILS Detail 3 and Detail 4 have minor changes to clarify the reinforcement and detail titles. See attached, revised Sheet C0452.
9. Volume No. 1 Sheet C0455 – SPALL REPAIR DETAILS Detail 7, spacer ring callouts, change “New epoxy coated flange ring …” to read “New galvanized steel flange ring …” and change “New epoxy coated spacer ring” to read “New galvanized steel spacer ring”.
CITY AND COUNTY OF DENVER CONTRACT NO. CE201417577
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
DENVER INTERNATIONAL AIRPORT
ADDENDUM NUMBER FIVE
November 20, 2014
RUNWAY 17L/35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION CONTRACT NO. CE201417577 ADDENDUM NUMBER FIVE
4
10. Volume No. 1 Sheet C0601 – PAVEMENT MARKING PLAN AREA 1 Note 4, Change to read, “The Contractor shall cover elevated and in-pavement light fixtures before removal of curing compound. Covering elevated and in-pavement light fixtures before pavement marking operations is not the responsibility of the Contractor. The exception to this would be where lights would need to be covered by the Contractor while placing and removing temporary pavement markings at the designated detour locations.”
11. Volume No. 1 Sheet C0702 – DETOUR ROADS Add Note 4, “Temporary paint shall be Waterborne and meet the requirements of Federal Specification TT-P-1952E, Type II. Temporary paint shall be applied at a rate of 230ft2 /gal, maximum. There will be no additional payment for the placement or removal of temporary pavement markings, as these items will be incidental to Item 015525d – TRAFFIC CONTROL. Match the markings that are present along the centerline and pavement edges.” .
VOLUME NO. 2 – ELECTRICAL PLANS
12. Volume No. 2 Sheet GI003 – SUMMARY OF APPROXIMATE QUANTITIES
Schedule A, Bid Item L-125p, quantity change “925” to read “944”.
13. Volume No. 2 Sheet EL001 – ELECTRICAL NOTES Note 7, second sentence, change “… stainless steel” to read “… galvanized steel”.
14. Volume No. 2 Sheet EL002 – ELECTRICAL LEGEND Middle column, fifth symbol from the top, change description from “externally lighted” to read “internally lighted”.
15. Volume No. 2 Sheet EL504 – ELECTRICAL DETAILS Replace Sheet EL504 dated October 20, 2014 with revised attached sheet EL504 dated November 20, 2014.
16. Volume No. 2 Sheet EL506 – ELECTRICAL DETAILS Replace Sheet EL506 dated October 20, 2014 with revised attached sheet EL506 dated November 20, 2014.
17. Volume No. 2 Sheet EL507 – ELECTRICAL DETAILS Replace Sheet EL507 dated October 20, 2014 with revised attached sheet EL507 dated November 20, 2014.
END OF ADDENDUM FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
015050a Mobilization at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per lump sum.
1 LS __________ ____________________
013530a Maintain Lighted X's at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per lump sum.
1 LS __________ ____________________
015525a Haul Route Monitor at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per hour.
6,500 HR __________ ____________________
015525b Gate Guard at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________________) per hour.
2,800 HR __________ ____________________
015525c Gate Guard Shack (Temporary) at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($____________________________________ ______) per lump sum.
1 LS __________ ____________________
015525d Traffic Control at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________________) per lump sum.
1 LS __________ ____________________
015525e Temporary Detour Pavement Construction and Removal at the unit price
of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________________) per each.
2 EA __________ ____________________
P-150a Remove Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
2,523 SY __________ ____________________
P-150b Remove Concrete Pavement - 17" Non-Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
94,618 SY __________ ____________________
P-150c Remove Bituminous Shoulder Pavement Full Depth at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_________________________________________________) per
square yard.
2,547 SY __________ ____________________
SCHEDULE I: RUNWAY 17L-35R PAVEMENT REHABILITATION (INCLUDING CONNECTOR TAXIWAYS UP TO HOLD LINES) (FEDERAL)
DENVER INTERNATIONAL AIRPORT
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. 201417577
Part 1 - Schedule of Prices and Quantities
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
P-150d Remove Bituminous Shoulder Pavement 3-Inch Depth By Cold Milling at
the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
746 SY __________ ____________________
P-150e Demolish L-868 Base Can at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________________) per each.
529 EA __________ ____________________
P-150f Demolish Base Can In Shoulder, Remove Light Fixture at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.10 EA __________ ____________________
P-150g Remove Concrete Curing Compound at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
foot.
87,480 SF __________ ____________________
P-161a Bondbreaker Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
97,141 SY __________ ____________________
P-161b Geotextile Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
2,547 SY __________ ____________________
P-161c Stress-Absorbing Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
746 SY __________ ____________________
P-401a Bituminous Surface Course (3-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per ton.
556 TON __________ ____________________
P-401b Bituminous Base Course (7-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________ ________) per ton.
1,003 TON __________ ____________________
P-403a Asphalt Treated Permeable Base (5-7 Inches) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
2,547 SY __________ ____________________
SCHEDULE I: RUNWAY 17L-35R PAVEMENT REHABILITATION (INCLUDING CONNECTOR TAXIWAYS UP TO HOLD LINES) (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
P-501a Portland Cement Concrete Pavement - 17" Non-Reinforced - High
Production at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
82,104 SY __________ ____________________
P-501b Portland Cement Concrete Pavement - 17" Non-Reinforced - Low
Production at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
12,514 SY __________ ____________________
P-501c Portland Cement Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
2,523 SY __________ ____________________
P-501d Concrete Grooving at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
90,320 SY __________ ____________________
P-501e Concrete Block Out at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per each.
1 EA __________ ____________________
P-610a Cement Treated Base Repair at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
2,920 SY __________ ____________________
L-125r Remove and Reinstall Light Fixture, Install Temporary Plywood Cover at
the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
238 EA __________ ____________________
L-125s Procure and Install New 22" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
492 EA __________ ____________________
L-125t Procure and Install New 26" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
37 EA __________ ____________________
L-125u Procure and Install New L-867B Base Can In Shoulder Pavement,
Reinstall Light Fixture (Complete) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
10 EA __________ ____________________
Schedule I Total:
SCHEDULE I: RUNWAY 17L-35R PAVEMENT REHABILITATION (INCLUDING CONNECTOR TAXIWAYS UP TO HOLD LINES) (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
015050a Mobilization at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per lump sum.
1 LS __________ ____________________
P-150a Remove Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
2,638 SY __________ ____________________
P-150b Remove Concrete Pavement - 17" Non-Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
39,960 SY __________ ____________________
P-150c Remove Bituminous Shoulder Pavement Full Depth at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_________________________________________________) per
square yard.
4,910 SY __________ ____________________
P-150e Demolish L-868 Base Can at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________________) per each.
146 EA __________ ____________________
P-150f Demolish Base Can In Shoulder, Remove Light Fixture at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.2 EA __________ ____________________
P-150g Remove Concrete Curing Compound at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
foot.
28,350 SF __________ ____________________
P-161a Bondbreaker Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
42,598 SY __________ ____________________
P-161b Geotextile Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
4,910 SY __________ ____________________
P-401a Bituminous Surface Course (3-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per ton.
829 TON __________ ____________________
Part 1 - Schedule of Prices and Quantities
SCHEDULE II: TAXIWAY "ED" PAVEMENT REHABILITATION (FEDERAL)
DENVER INTERNATIONAL AIRPORT
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. 201417577
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
P-401b Bituminous Base Course (7-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________ ________) per ton.
1,933 TON __________ ____________________
P-403a Asphalt Treated Permeable Base (5-7 Inches) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
4,910 SY __________ ____________________
P-501a Portland Cement Concrete Pavement - 17" Non-Reinforced - High
Production at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
39,960 SY __________ ____________________
P-501c Portland Cement Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
2,638 SY __________ ____________________
P-501d Concrete Grooving at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
4,500 SY __________ ____________________
P-610a Cement Treated Base Repair at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
1,280 SY __________ ____________________
L-125r Remove and Reinstall Light Fixture, Install Temporary Plywood Cover at
the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
1 EA __________ ____________________
L-125s Procure and Install New 22" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
123 EA __________ ____________________
L-125t Procure and Install New 26" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
23 EA __________ ____________________
L-125u Procure and Install New L-867B Base Can In Shoulder Pavement,
Reinstall Light Fixture (Complete) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
2 EA __________ ____________________
Schedule II Total:
SCHEDULE II: TAXIWAY "ED" PAVEMENT REHABILITATION (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
015050a Mobilization at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per lump sum.
1 LS __________ ____________________
P-150a Remove Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
623 SY __________ ____________________
P-150b Remove Concrete Pavement - 17" Non-Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
4,374 SY __________ ____________________
P-150c Remove Bituminous Shoulder Pavement Full Depth at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_________________________________________________) per
square yard.
50 SY __________ ____________________
P-150d Remove Bituminous Shoulder Pavement 3-Inch Depth By Cold Milling at
the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
73 SY __________ ____________________
P-150e Demolish L-868 Base Can at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________________) per each.
39 EA __________ ____________________
P-150g Remove Concrete Curing Compound at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
foot.
3,690 SF __________ ____________________
P-161a Bondbreaker Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
4,997 SY __________ ____________________
P-161b Geotextile Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
50 SY __________ ____________________
P-161c Stress-Absorbing Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
73 SY __________ ____________________
SCHEDULE III: TAXIWAYS "P, P6, P7" PAVEMENT REHABILITATION (FEDERAL)
DENVER INTERNATIONAL AIRPORT
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. 201417577
Part 1 - Schedule of Prices and Quantities
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
P-401a Bituminous Surface Course (3-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per ton.
21 TON __________ ____________________
P-401b Bituminous Base Course (7-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________ ________) per ton.
20 TON __________ ____________________
P-403a Asphalt Treated Permeable Base (5-7 Inches) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
50 SY __________ ____________________
P-501b Portland Cement Concrete Pavement - 17" Non-Reinforced - Low
Production at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
4,374 SY __________ ____________________
P-501c Portland Cement Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
623 SY __________ ____________________
P-610a Cement Treated Base Repair at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
150 SY __________ ____________________
L-125r Remove and Reinstall Light Fixture, Install Temporary Plywood Cover at
the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
40 EA __________ ____________________
L-125s Procure and Install New 22" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
36 EA __________ ____________________
L-125t Procure and Install New 26" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
3 EA __________ ____________________
Schedule III Total:
SCHEDULE III: TAXIWAYS "P, P6, P7" PAVEMENT REHABILITATION (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
015050a Mobilization at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per lump sum.
1 LS __________ ____________________
P-150a Remove Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
1,025 SY __________ ____________________
P-150b Remove Concrete Pavement - 17" Non-Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
5,475 SY __________ ____________________
P-150c Remove Bituminous Shoulder Pavement Full Depth at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_________________________________________________) per
square yard.
186 SY __________ ____________________
P-150d Remove Bituminous Shoulder Pavement 3-Inch Depth By Cold Milling at
the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
261 SY __________ ____________________
P-150e Demolish L-868 Base Can at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________________) per each.
43 EA __________ ____________________
P-150g Remove Concrete Curing Compound at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
foot.
2,340 SF __________ ____________________
P-161a Bondbreaker Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
6,500 SY __________ ____________________
P-161b Geotextile Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
186 SY __________ ____________________
P-161c Stress-Absorbing Fabric at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
261 SY __________ ____________________
SCHEDULE IV: TAXIWAYS "P, P2, P3, P4, P9" PAVEMENT REHABILITATION (FEDERAL)
DENVER INTERNATIONAL AIRPORT
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. 201417577
Part 1 - Schedule of Prices and Quantities
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
P-401a Bituminous Surface Course (3-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per ton.
76 TON __________ ____________________
P-401b Bituminous Base Course (7-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($__________________________________ ________) per ton.
73 TON __________ ____________________
P-403a Asphalt Treated Permeable Base (5-7 Inches) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per square
yard.
186 SY __________ ____________________
P-501b Portland Cement Concrete Pavement - 17" Non-Reinforced - Low
Production at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
5,475 SY __________ ____________________
P-501c Portland Cement Concrete Pavement - 17" Reinforced at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per square
yard.
1,025 SY __________ ____________________
P-610a Cement Treated Base Repair at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.
200 SY __________ ____________________
L-125r Remove and Reinstall Light Fixture, Install Temporary Plywood Cover at
the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
49 EA __________ ____________________
L-125s Procure and Install New 22" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
25 EA __________ ____________________
L-125t Procure and Install New 26" Deep L-868B Light Base (Complete) at the
unit price of
____________________________________________________dollars
and _________________________________________________cents.
($_______________________________________________) per each.
18 EA __________ ____________________
Schedule IV Total:
SCHEDULE IV: TAXIWAYS "P, P2, P3, P4, P9" PAVEMENT REHABILITATION (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
015050a Mobilization at the lump sum of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per lump sum.
1 LS __________ ____________________
P-152a Subgrade Preparation at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square yard.290 SY __________ ____________________
P-401c Bituminous Access Road (4-Inch) at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($________________________________________________) per ton.
60 TON __________ ____________________
P-501f Spall Repair at the unit price of
____________________________________________________dollars
and _________________________________________________cents.
($___________________________________________) per square foot.
7,180 SF __________ ____________________
Schedule V Total:
Total for Schedules I through V:
SCHEDULE V: SPALL REPAIR AND ACCESS ROADS (NON-FEDERAL)
DENVER INTERNATIONAL AIRPORT
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. 201417577
Part 1 - Schedule of Prices and Quantities
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
01505a Mobilization at the lump sum of 1 LS
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per lump sum.
01575a Cover Elevated Edge Lights at the unit price of 8 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
01575b Cover Panel on Guidance Sign at the unit price of 4 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
01575c Install Tie Back at the unit price of 2 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-108a Install Cable, 1/C #8, 7 Strand, 5000V, L-824, Type C at the unit price of 106,000 LF
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per linear foot.
L-110a Install Conduit 1-Way, 2-Inch PVC (CLSM) at the unit price of 70 LF
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per linear foot.
L-110b Install Conduit 1-Way, 2-Inch PVC (CE) at the unit price of 120 LF
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per linear foot.
L-125a Procure L-850A(L) Runway Centerline Light at the unit price of 239 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125b Procure L-850B(L) Runway Touchdown Zone Light at the unit price of 180 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125c Procure L-850C Runway Edge Light at the unit price of 5 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125d Remove and Install L-850A(L) Runway Centerline Light at the unit price of 239 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125e Remove and Install L-850B(L) Runway Touchdown Zone Light at the unit price of 180 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
DENVER INTERNATIONAL AIRPORT
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. 201417577
Part 2 - Schedule of Prices and Quantities
SCHEDULE A: REPLACE RUNWAY 17L-35R LIGHTING, REPLACE PARALLEL TAXIWAY "P" AND CONNECTOR TAXIWAY CENTERLINE LIGHTING (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
L-125f Remove and Install L-850C Runway Edge Light at the unit price of 5 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125g Remove and Reinstall L-852C Unidirectional Taxiway Centerline Light at the unit price of 5 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125h Remove and Reinstall L-852C Bidirectional Taxiway Centerline Light at the unit price of 137 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125i Remove and Reinstall L-852D Unidirectional Taxiway Centerline Light at the unit price of 181 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125j Remove and Reinstall L-852D Bidirectional Taxiway Centerline Light at the unit price of 71 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125k Remove and Reinstall L-852GS 2-Circuit Runway Stop Bar/Guard Light at the unit price of 21 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125l Remove and Reinstall L-862 Runway Edge Light at the unit price of 2 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125m Remove and Reinstall L-861T Taxiway Edge Light at the unit price of 2 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125n Remove and Reinstall Coverplate at the unit price of 86 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125o Procure and Install L-868, Size A, Base Can at the unit price of 15 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125p Install Fixture ID Marker at the unit price of 944 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-125q Drill Out Existing Bolt and Rethread Existing Bolt Hole at the unit price of 117 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-127a
Remove and Install Internally Lighted L-806(L) Supplemental Wind Cone and Foundation at the unit
price of 2 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
SCHEDULE A: REPLACE RUNWAY 17L-35R LIGHTING, REPLACE PARALLEL TAXIWAY "P" AND CONNECTOR TAXIWAY CENTERLINE LIGHTING (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
Item No. Description and Price Quantity Unit Unit Price Extension
L-131a Remove and Install Pavement Sensor at the unit price of 5 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
L-140a Photometric Testing for Runway 17L-35R Complex Light Fixtures at the lump sum of 1 LS
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per lump sum.
13410Ca Remove and Reinstall Brite III Remote Unit, Dual Channel at the unit price of 21 EA
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_________________________________________________________________) per each.
Schedule A Total:
Item No. Description and Price Quantity Unit Unit Price Extension
L-108a Install Cable, 1/C #8, 7 Strand, 5000V, L-824, Type C at the unit price of 345,000 LF
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per linear foot.
L-108b Install Cable, 1/C #8 Green Insulated Ground at the unit price of 21,000 LF
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per linear foot.
Schedule B Total:
Item No. Description and Price Quantity Unit Unit Price Extension
01505a Mobilization at the lump sum of 1 LS
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per lump sum.
L-127b Remove and Install L-806(L) ARFF #3 Wind Cone and Foundation at the lump sum of 1 LS
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per lump sum.
L-132a Install Active Pavement Sensor System at the lump sum of 1 LS
_____________________________________________________________________dollars
and___________________________________________________________________cents.
($_____________________________________________________________) per lump sum.
Schedule C Total:
Total for Schedules A through C:
SCHEDULE A: REPLACE RUNWAY 17L-35R LIGHTING, REPLACE PARALLEL TAXIWAY "P" AND CONNECTOR TAXIWAY CENTERLINE LIGHTING (FEDERAL)
SCHEDULE C: PROCURE AND INSTALL ACTIVE PAVEMENT SENSOR EQUIPMENT AND INFRASTRUCTURE (NON-FEDERAL)
SCHEDULE B: REPLACE HOMERUN CABLE (FEDERAL)
RUNWAY 17L-35R COMPLEX PAVEMENT AND LIGHTING REHABILITATION
CONTRACT NO. CE 201417577
ADDENDUM NUMBER FIVE
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
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PLANS FOR BID
C0450
102
PAVING
DETAILS
NTS
1. DRILLING METHOD FOR DOWELS SHALL BE CAPABLE OF MAINTAINING DRILL HOLES
PARALLEL TO THE CONCRETE SURFACE AND NORMAL TO THE JOINT LINE WITHIN
1/4" AT THE END OF THE DOWEL BAR. DRILL HOLES SHALL BE ACCURATELY LAID
OUT SO THAT THE MAXIMUM DEVIATION DOES NOT EXCEED 1". DRILL HOLE
DIAMETER BE OF SUFFICIENT SIZE ACCEPT THE TYPE AND SIZE DOWEL
REQUIRED, INCLUDING BONDING MATERIAL.
2. AFTER THE DRILLING IS COMPLETE AND PRIOR TO THE INSTALLATION OF THE
DOWELS, THE HOLES SHALL BE THOROUGHLY CLEANED REMOVE DRILLING DUST,
CONCRETE CHIPS AND ANY MATERIAL DETRIMENTAL TO DEVELOPING BOND
BETWEEN THE DRILLED SURFACE AND DOWEL.
3. BONDING MATERIAL SHALL BE APPLIED UNIFORMLY TO THE ENTIRE
CIRCUMFERENCE OF THE DOWEL HOLE SURFACE, AND SUFFICIENT MATERIAL
PLACED IN THE HOLE SO THAT A SLIGHT AMOUNT WILL BE FORCED FROM AROUND
THE ENTIRE CIRCUMFERENCE WHEN THE DOWEL IS INSERTED AND TAPPED TO
THE CORRECT POSITION. SECURE DOWELS UNTIL EPOXY HAS FULLY SET. SMALL
WEDGES MAY BE USED TO SUPPORT THE DOWEL IN CORRECT ALIGNMENT AND
ELEVATION UNTIL THE MATERIAL HARDENS. WEDGES WILL BE REMOVED PRIOR
TO PAVING ADJACENT PANELS.
CONCRETE PAVEMENT THICKNESS TABLE
T/2
17"
T
4.25"8.5"
T/4
NOTES:
1 1/2" x 20" SMOOTH
DOWEL ON 18" CENTERS
EPOXY ENTIRE DOWEL AND
OIL ONE END OF DOWEL
T/2
T
JOINT SHALL BE SAWED
T
FULL STRENGTH
PCC PAVEMENT
TYPE
NOTE:
1. ANY PORTION OF THE BASKET IN CONTACT WITH THE SUBGRADE,
INCLUDING CTB OR BOND BREAKER, SHALL BE PLASTIC OR EPOXY
COATED.
T/2
T
1 1/2" x 20" SMOOTH
DOWEL ON 18" CENTERS
EPOXY ENTIRE DOWEL AND
OIL EXPOSED END OF DOWEL
T/2
T
1 1/2" x 20" SMOOTH
DOWEL ON 18" CENTERS
EPOXY ENTIRE DOWEL AND
OIL ONE END OF DOWEL
JOINT SHALL BE SAWED
JOINT SHALL BE SAWED
T
T
1 1
/8
"
PCC PAVEMENT
SURFACE
P-605 SEALANT
1/2"±
1/16"
AC
P
AV
EM
EN
T
ASPHALT TREATED
PERMEABLE BASE
T/2
T
1 1/2" x 20" SMOOTH
DOWEL ON 18" CENTERS
EPOXY ENTIRE DOWEL AND
OIL ONE END OF DOWEL
JOINT SHALL BE SAWED
APPROVED WELDED
WIRE BASKET
NOTE:
1. ANY PORTION OF THE BASKET IN CONTACT WITH THE SUBGRADE,
INCLUDING CTB OR BOND BREAKER, SHALL BE PLASTIC OR EPOXY COATED.
T/3
5.667"
NOTES:
1. ASPHALT ELEVATION AT PCC JOINT SHALL BE 1/16" BELOW
PCC EDGE ELEVATION. HOWEVER, THE P-401 GRADE
TOLERANCES SHALL STILL APPLY.
2. P-605 SEALANT SHALL BE FLUSH WITH TOP OF THE ASPHALT.
APPROVED WELDED
WIRE BASKET
NOT TO SCALE
1C0401-C0440
C0450BETWEEN PCC AND ACC
TYPE L - CONSTRUCTION JOINT
NOT TO SCALE
2C0401-C0440
C0450EXPANSION JOINT
TYPE A - THICKENED EDGE
NOT TO SCALE
3C0401-C0440
C0450CONSTRUCTION JOINT
5.25"
T/4+1
3.4"
T/5
21.25"
Te
CLOSED CELL POLYETHLENE
EXPANSION JOINT FILLER
T
NEAREAST JOINT
BUT NOT LESS THAN 10'
Te
3
C0451
TYPE E1 - DOWELED
NOT TO SCALE
4C0401-C0440
C0450CONSTRUCTION JOINT
TYPE E2 - DOWELED
NOT TO SCALE
5C0401-C0440
C0450CONTRACTION JOINT
TYPE C1 - DOWELED
1
C0451
4
C0451
2
C0451
NOT TO SCALE
6C0401-C0440
C0450CONTRACTION JOINT
TYPE C2 - DOWELED
5
C0451
NOT TO SCALE
7C0401-C0440
C0450TYPE D1 - DUMMY CONTRACTION JOINT
NOT TO SCALE
8C0401-
C440
C0450TYPE D2 - DUMMY CONTRACTION JOINT
2
C0451
5
C0451
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
J:\_A
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\D
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PLANS FOR BID
C0450
104
PAVING
DETAILS
NTS
JG
JH
5
C0452
5
C0452
NEW P-501 PCC PAVEMENT
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
C:\U
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arneal\appdata\local\tem
p\A
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ublish_4284\C
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PLANS FOR BID
C0452
104
PAVING
DETAILS
NTS
3"
T
T/4+1"
FULL STRENGTH CONCRETE
PAVEMENT
3"
3"
#4 DEFORMED BARS, 12" O.C.
BOTH WAYS OR D10 X D10 WELDED
WIRE FABRIC 6" O.C. BOTH WAYS.
18" LAP
9
0
°
NOT TO SCALE
1C0452 C0452
CONCRETE WIDENING AT PC'SNOT TO SCALE
2C0452 C0452
TYPICAL JOINT AT CURVENOT TO SCALE
3C0452 C0452
REINFORCED PAVEMENT SECTION
NOT TO SCALE
4C0452 C0452
PAVEMENT REINFORCEMENT DETAILNOT TO SCALE
5C0452 C0452
CONSTRUCTION JOINT DOWEL BASKETNOT TO SCALE
6C0452 C0452
TYPICAL JOINT DOGLEG DETAIL
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
DENVER
INTERNATIONAL
AIRPORT
CITY & COUNTY
of DENVER
ISSUE RECORD
NO. BY PURPOSE DATE CKD
SCALE
DATE
DRAWN BY:
CHECKED BY:
FAA AIP NO:
WORK BREAKDOWN NO.
DESIGN CONTRACT NO.
CONST. CONTRACT NO.
VOLUME NO.
SHEET TITLE
SHEET NO.
CADD FILE NO.
OF
C:\U
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p\A
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ublish_4284\C
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1C
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T-502.dw
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C0450_CE64028-E1CDET-502
RU
NW
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5R
PA
VE
ME
NT
RE
HA
BIL
IT
AT
IO
N
10/28/14
-
201417577
CE64028
-
1
126
PLANS FOR BID
C0452
106
PAVING
DETAILS
NTS
JG
JH
3
C0452
4
C0452