CAA No. 2021-005 Addendum 02 - 1 March 24, 2021 ADDENDUM NO. 2 Bidding and Contract Documents For CAA Construction Contract No. 2021-005 Rehabilitate, Light and Mark Taxiway ‘S’ Bradley International Airport CONNECTICUT AIRPORT AUTHORITY March 24, 2021 Prepared by: Hoyle, Tanner & Associates, Inc. 150 Dow Street Manchester, NH 03101 NOTICE TO PROSPECTIVE BIDDERS ADDENDUM NO. 2 Prospective Bidders and all concerned are hereby notified of the following changes in the Contract Documents for the REHABILITATE, LIGHT AND MARK TAXIWAY ‘S’ Project at Bradley International Airport. These changes shall be incorporated in and shall become an integral part of the contract documents. The number two (No. 2) and date (3/19/21) of this addendum must be entered into the space provided in the Bid Proposal Forms. These changes will be incorporated into the Conformed Contract Documents to be issued to the successful bidder.
Rehabilitate, Light and Mark Taxiway ‘S’ Bradley International Airport
CONNECTICUT AIRPORT AUTHORITY
March 24, 2021
Prepared by: Hoyle, Tanner & Associates, Inc.
150 Dow Street Manchester, NH 03101
NOTICE TO PROSPECTIVE BIDDERS
ADDENDUM NO. 2
Prospective Bidders and all concerned are hereby notified of the following changes in the Contract Documents for the REHABILITATE, LIGHT AND MARK TAXIWAY ‘S’ Project at Bradley International Airport. These changes shall be incorporated in and shall become an integral part of the contract documents. The number two (No. 2) and date (3/19/21) of this addendum must be entered into the space provided in the Bid Proposal Forms. These changes will be incorporated into the Conformed Contract Documents to be issued to the successful bidder.
CAA No. 2021-005 Addendum 02 - 2 March 24, 2021
PROJECT MANUAL PROPOSAL FORMS
ADDENDUM ITEM NO. 2.1: The Schedule of Values (SOV) has been updated and imported into the Pricing Section in Procureware. Changes to the SOV include the following as shown in blue: P-101-1 Mill Bituminous Pavement SY 29,000 P-152-1 Unclassified Excavation CY 36,000 P-154-1 Subbase Course CY 24,000 P-403-1 HMA Pavement Base Course TON 20,000 P-603-1 Bituminous Tack Coat GAL 29,000 P-620-1 Pavement Markings with Beads SF 54,000 P-620-2 Pavement Markings without Beads SF 81,000 P-620-3 Temporary Markings SF 105,000 P-620-4 Pavement Marking Removal SF 54,000 L-108-1 Install 1/C #8, 5Kv, L-824 Type `C' Cable LF 59,000 L-108-2 #6 Bare Counterpoise Wire, in trench LF 14,000 L-108-3 Remove Electrical Cables in Existing Duct to
Remain LF 6,500
L-110-1 2” 1-Way Concrete Encased Duct in Bit. or Turf LF 12,000 L-110-2 2” 1-Way Concrete Encased Duct in Concrete LF 1,600 L-110-4 Remove Duct LF 9,400 L-110-5 2" 2-Way Concrete Encased Duct in Concrete LF 200 New pay item L-125-1 New LED Taxiway Edge Light on New Base EA 192 L-125-2 Relocate Airfield Sign and Foundation EA 11 L-125-3 Relocated Taxiway Light EA 4
DIVISION 0 – BIDDING REQUIREMENTS AND CONTRACT DOCUMENTS
NONE
DIVISION 1 – GENERAL PROVISIONS
NONE
DIVISION 2 – TECHNICAL SPECIFICATIONS
ADDENDUM ITEM NO. 2.2: Delete: Pages L-110-8 and L-110-9 of Specification Item L-110 “Airport Underground Electrical Duct Banks and Conduits”. Insert: Pages L-110-8 and L-110-9 dated March 24, 2021 – Addendum 2 of Specification Item L-110 “Airport Underground Electrical Duct Banks and Conduits”. Description of Changes:
1. Modification to Pay Item numbers within specification to match the schedule of values.
CAA No. 2021-005 Addendum 02 - 3 March 24, 2021
2. Addition of Pay Item L-110-5 2” 2-Way Concrete Encased Duct in Concrete. See Addendum Item No. 2.1 for quantity.
3. Clarification that removal of cable within ducts is incidental to Pay Item L-110-4 Remove Duct. See Addendum Item No. 2.1 for change in quantities.
Additions and revisions to the specification has been made in blue text. A vertical line is added to the right margin to indicate specification section updates. ADDENDUM ITEM NO. 2.3: Delete: The description of Pay Item L-108-3 Remove Electrical Cables. Insert: The new description of Pay Item L-108-3 Remove Electrical Cables in Existing Duct to Remain. Description of Change: Pay Item description changed to clarify that removing cables is only paid for when removed from existing ducts to remain. See Addendum Item No. 2.1 for change of quantities. ADDENDUM ITEM NO. 2.4: Revise: The second paragraph of Section 115-2.3 Precast concrete structures on Page L-115-2 of Specification Item L-115 Electrical Manholes and Junction Structures to read the following: Precast concrete structures shall be an approved standard design of the manufacturer. Precast
units shall have mortar or bitumastic sealer placed between all joints to make them watertight.
The structure shall be designed to withstand 100,000 lb. wheel loads with 250 psi tire pressure
and for spans of greater than 2 feet in the least direction, the design will be based on the number
of wheels which will fit the span at a spacing of 30", unless otherwise shown on the plans.
Openings or knockouts shall be provided in the structure as detailed on the plans.
CONTRACT DRAWINGS ADDENDUM ITEM NO. 2.5:
Revise: The loading on structures from 200,000 lb aircraft wheel load to the following:
All precast and field cast structures, frames, grates and covers will be designed for 100,000 lb.
wheel loads with 250 psi tire pressure. For spans of greater than 2 feet in the least direction, the
design will be based on the number of wheels which will fit the span at a spacing of 30".
ADDENDUM ITEM NO. 2.6: Delete: The following drawings in their entirety as follows: DE1.1 DEMOLITION PLAN SHEET 1 OF 5 DE1.3 DEMOLITION PLAN SHEET 3 OF 5 DE1.4 DEMOLITION PLAN SHEET 4 OF 5 DE1.5 DEMOLITION PLAN SHEET 5 OF 5 MK2.2 MARKING DETAILS SHEET 2 OF 2 EL1.1 ELECTRICAL PLAN SHEET 1 OF 4
CAA No. 2021-005 Addendum 02 - 4 March 24, 2021
EL1.2 ELECTRICAL PLAN SHEET 2 OF 4 EL1.3 ELECTRICAL PLAN SHEET 3 OF 4 EL1.5 LIGHT DATA TABLES EL2.2 ELECTRICAL DETAILS SHEET 2 OF 5 EL2.5 ELECTRICAL DETAILS SHEET 5 OF 5 Insert: The following drawings labelled as Addendum No. 2 and dated March 24, 2021 in the revision box in their entirety. Revisions to the plans are noted with “bubble clouds” around the items. Drawings attached are as follows: DE1.1 DEMOLITION PLAN SHEET 1 OF 5 DE1.3 DEMOLITION PLAN SHEET 3 OF 5 DE1.4 DEMOLITION PLAN SHEET 4 OF 5 DE1.5 DEMOLITION PLAN SHEET 5 OF 5 MK2.2 MARKING DETAILS SHEET 2 OF 2 EL1.1 ELECTRICAL PLAN SHEET 1 OF 4 EL1.2 ELECTRICAL PLAN SHEET 2 OF 4 EL1.3 ELECTRICAL PLAN SHEET 3 OF 4 EL1.5 LIGHT DATA TABLES EL2.2 ELECTRICAL DETAILS SHEET 2 OF 5 EL2.5 ELECTRICAL DETAILS SHEET 5 OF 5 GENERAL CLARIFICATIONS
1. Fiberglass is no longer specified as the preferred sign body material and has been
updated by Addendum Item 2.6.
END OF ADDENDUM NO. 2
Rehabilitate, Light and Mark Taxiway ‘S’ Duct Banks and Conduits Bradley International Airport Section L-110 Windsor Locks, Connecticut AC 150/5370-10H
CAA No. 2021-005 – Addendum No. 2, March 24, 2021 L-110-8 March 2021
METHOD OF MEASUREMENT
110-4.1 Underground conduits and duct banks shall be measured by the linear feet of conduits and duct banks installed or removed, including encasement, locator tape, trenching and backfill with designated material, and restoration, and for drain lines, the termination at the drainage structure, all measured in place, completed, and accepted. Separate measurement shall be made for the various types and sizes.
BASIS OF PAYMENT
110-5.1 Payment will be made at the contract unit price per linear foot for each type and size of conduit and duct bank installed or removed, completed and accepted, including trench and backfill with the designated material, and, for drain lines, the termination at the drainage structure. This price shall be full compensation for removal and disposal of existing duct banks and conduits as shown on the plans, furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item per the provisions and intent of the plans and specifications.
Removal of cables within ducts to be removed shall be considered incidental to the duct removal pay item, no matter the number of cables. The pay item for removal of cable included in Specification Item L-108 will only include those cables that are being removed from existing ducts to remain.
Payment will be made under:
ITEM DESCRIPTION UNIT
L-110-1 2” 1-Way Concrete Encased Duct in Bit. or Turf Linear Foot
L-110-2 2” 1-Way Concrete Encased Duct in Concrete Linear Foot
L-110-3 4” 4-Way Concrete Encased Duct Linear Foot
L-110-4 Remove Duct Linear Foot
L-110-5 2” 2-Way Concrete Encased Duct in Concrete Linear Foot
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
Advisory Circular (AC)
AC 150/5340-30 Design and Installation Details for Airport Visual Aids
AC 150/5345-53 Airport Lighting Equipment Certification Program
ASTM International (ASTM)
ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
National Fire Protection Association (NFPA)
NFPA-70 National Electrical Code (NEC)
Rehabilitate, Light and Mark Taxiway ‘S’ Duct Banks and Conduits Bradley International Airport Section L-110 Windsor Locks, Connecticut AC 150/5370-10H
CAA No. 2021-005 – Addendum No. 2, March 24, 2021 L-110-9 March 2021
Underwriters Laboratories (UL)
UL Standard 6 Electrical Rigid Metal Conduit - Steel
UL Standard 514B Conduit, Tubing, and Cable Fittings
UL Standard 514C Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers
UL Standard 1242 Electrical Intermediate Metal Conduit Steel
UL Standard 651 Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings
UL Standard 651A Type EB and A Rigid PVC Conduit and HDPE Conduit
REMOVE AND DISPOSE OF EXISTING T/W S CIRCUIT CABLE. EXISTING CONDUIT AND OTHER CABLES TO REMAIN.
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BRICK AND MORTAR HOLE OF REMOVED PIPE
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ADJUST EXISTING DRAINAGE STRUCTURES TO GRADE. SEE EX1.1-EX1.4 FOR DATA
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EXISTING 8 WAY CONC DUCT ENCASED TO REMAIN
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REMOVE CATCH BASIN WITH PLATE AND APPROX. 145 LF 8" CPP
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RIM=166.52 INV=165.0 SUMP=164.8
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REMOVE CATCH BASIN AND 15" RCP
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RELOCATE GUARD LIGHT (TYP.)
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FULL DEPTH RECONSTRUCTION OF EXISTING SHOULDER STRENGTH BITUMINOUS PAVEMENT (TYP.)
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RUNWAY LIGHT TO REMAIN. RESET AND REPLACE (TYP.)
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PHASE 3
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PHASE 2A
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PHASE 2B
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SAW AND SEAL ASPHALT PAVEMENTS (TYP.) SEE NOTE 2.
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REMOVE MARKINGS FROM EXISTING CONCRETE
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TAXIWAY LEAD-IN LINES TO REMAIN
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TAXIWAY 'S' CABLES WEST SIDE OF RUNWAY 6-24 TO REMAIN
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NEW PIPE TO MATCH INVERT OF REMOVED PIPE. SEE GRADING PLANS.
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ADJUST STRUCTURES TO GRADE
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ADJUST EXISTING SIGNS TO GRADE
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REMOVE A PORTION OF TOUCHDOWN ZONE MARKINGS AND LEAD-IN LINE FOR NEW HOLDLINE. SEE MARKING PLANS FOR LOCATION.
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EXISTING LIGHT TO REMAIN. LIMIT OF DUCT REMOVAL AT LIGHT.
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REMOVE CABLE BACK TO ISLAND (NOT SHOWN ON PLAN). SEE ELECTRICAL PLANS FOR NEW CABLE INSTALLATION
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RELOCATE HOLD SIGNS TO NEW HOLDLINE LOCATION (EACH SIDE OF RUNWAY)
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DO NOT SCALE DRAWING
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PROJECT DESIGNER
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REHABILITATE, LIGHT, AND MARK TAXIWAY 'S'
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306819.01
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ENGINEER'S SEAL
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BRADLEY INTERNATIONAL AIRPORT
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BID DOCUMENTS
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3/9/2021
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SLS
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3-09-0022-XXX-2021
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NEC
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NEC
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BDL-DE101-DE105
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61
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DEMOLITION PLAN SHEET 1 OF 5
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DE1.1
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19
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SLS
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EXIST. SHOULDER PAVEMENT TO BE RECONSTRUCTED AS NEW FULL STRENGTH PAVEMENT
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FULL STRENGTH RECONSTRUCTION OF EXIST. BITUMINOUS SHOULDER PAVEMENT
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MILL 4" BITUMINOUS (NOMINAL)
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EXISTING PAVEMENT REMOVAL CONVERTED TO TURF
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EXISTING PAVEMENT RECONSTRUCTED AS NEW SHOULDER PAVEMENT
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EXISTING TAXIWAY EDGE LIGHT
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REMOVE AND RELOCATE
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EXISTING AIRFIELD SIGN
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ABANDONED DRAINAGE
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%%ULEGEND
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EXISTING ELECTRICAL
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6. SEE GEOMETRY FOR LIMITS OF NEW FULL SEE GEOMETRY FOR LIMITS OF NEW FULL STRENGTH, SHOULDER PAVEMENT AND MILLING. 7. SEE GRADING PLANS FOR EROSION SEE GRADING PLANS FOR EROSION CONTROL MEASURES AND DWG NO. ER 1.1 AND ER1.2 FOR EROSION CONTROL DETAILS.
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1. ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ARE TO BE DELIVERED TO THE OWNER. FOUNDATIONS AND BASES TO BE LEGALLY DISPOSED OF OFF SITE. 2. SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID FOR AT COLD JOINTS BETWEEN PHASES AND WHERE NEW BITUMINOUS PAVEMENT MEETS EXISTING BITUMINOUS OR PCC PAVEMENTS. SAW AND SEAL OF ALL OTHER JOINTS TO BE CONSIDERED INCIDENTAL TO PAVING. 3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES AND MARKINGS THAT ARE TO REMAIN. ANY DAMAGE TO EXISTING UTILITIES, STRUCTURES AND MARKINGS SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO THE OWNER IF SHOWN ON PLANS OR NOT. 4. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY WITH GUIDANCE FROM CAA MAINTENANCE.
REMOVE NON-MOVEMENT AREA MARKING AND SERVICE ROAD MARKINGS ON CONCRETE PAVEMENT (TYP.)
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PROJECT DESIGNER
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REHABILITATE, LIGHT, AND MARK TAXIWAY 'S'
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306819.01
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ENGINEER'S SEAL
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BRADLEY INTERNATIONAL AIRPORT
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BID DOCUMENTS
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3/9/2021
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SLS
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3-09-0022-XXX-2021
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NEC
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NEC
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BDL-DE101-DE105
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DEMOLITION PLAN SHEET 3 OF 5
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DE1.3
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SLS
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EXISTING ELECTRICAL
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SAW AND SEAL
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NOTES: : 1. ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ARE TO BE ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ARE TO BE DELIVERED TO THE OWNER. FOUNDATIONS AND BASES TO BE LEGALLY DISPOSED OF OFF SITE. 2. SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID FOR AT SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID FOR AT COLD JOINTS BETWEEN PHASES AND WHERE NEW BITUMINOUS PAVEMENT MEETS EXISTING BITUMINOUS OR PCC PAVEMENTS. SAW AND SEAL OF ALL OTHER JOINTS TO BE CONSIDERED INCIDENTAL TO PAVING. 3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES AND MARKINGS THAT ARE TO REMAIN. ANY DAMAGE TO EXISTING UTILITIES, STRUCTURES AND MARKINGS SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO THE OWNER IF SHOWN ON PLANS OR NOT. 4. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY WITH GUIDANCE CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY WITH GUIDANCE FROM CAA MAINTENANCE. 6. SEE GEOMETRY FOR LIMITS OF NEW FULL STRENGTH, SHOULDER SEE GEOMETRY FOR LIMITS OF NEW FULL STRENGTH, SHOULDER PAVEMENT AND MILLING. AND MILLING. 7. SEE GRADING PLANS FOR EROSION CONTROL MEASURES AND SEE GRADING PLANS FOR EROSION CONTROL MEASURES AND DWG NO. ER 1.1 AND ER1.2 FOR EROSION CONTROL DETAILS.
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EXISTING PAVEMENT REMOVAL CONVERTED TO TURF
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EXISTING PAVEMENT RECONSTRUCTED AS NEW SHOULDER PAVEMENT
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EXIST. SHOULDER PAVEMENT TO BE RECONSTRUCTED AS NEW FULL STRENGTH PAVEMENT
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FULL STRENGTH RECONSTRUCTION OF EXIST. BITUMINOUS SHOULDER PAVEMENT
REMOVE FULL DEPTH PAVEMENT 14" HMA 12" BASE EXISTING
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EXISTING 4" 4WAY CONC ENCASED DUCT TO REMAIN
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RUNWAY LIGHT TO BE REMOVED AND RESET.
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REMOVE 120 LF OF 12" RCP
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EXIST. SIGN TO REMAIN (TYP.)
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EXIST. SIGN TO REMAIN (TYP.)
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EDGE OF CONCRETE
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REMOVE AND DISPOSE OF EXIST. CONDUIT AND CABLE
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REMOVE EXIST. TAXIWAY LIGHT (TYP.) SEE NOTE1.
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REMOVE CATCH RIM= 167.18 INV=160.5 SUMP=158.4
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REMOVE SIGN FOUNDATION
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LIMIT OF RECONSTRUCTION TO EDGE OF CONCRETE
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STORM DRAINS AND PIPE TO REMAIN. SEE EX1.1-EX1.4 FOR DATA
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EXIST. WINDCONE TO REMAIN
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ENGINEER'S SEAL
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BRADLEY INTERNATIONAL AIRPORT
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BID DOCUMENTS
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3/9/2021
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SLS
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3-09-0022-XXX-2021
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NEC
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NEC
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BDL-DE101-DE105
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DEMOLITION PLAN SHEET 4 OF 5
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DE1.4
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22
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SLS
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61
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EXISTING TAXIWAY EDGE LIGHT
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REMOVE AND RELOCATE
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EXISTING AIRFIELD SIGN
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ABANDONED DRAINAGE
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EXISTING CATCH BASIN
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%%ULEGEND
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EXISTING ELECTRICAL
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EXISTING DRAINAGE
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REMOVE
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R
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EXISTING DRAINAGE MANHOLE
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D
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LIMITS OF GRADING
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B1
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CBR3
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C2
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CBR
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PAVEMENT CORE LOCATION
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SOIL BORING
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D
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EXISTING ELECTRICAL MANHOLE
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SAW AND SEAL
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REPLACE FIXTURE
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RF
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REMOVE AND RESET IN SAME LOCATION
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RR
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0
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40
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100
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200
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FEET
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1"=40'
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MATCHLINE STATION 162+50, SEE DWG NO. DE1.5
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MATCHLINE STATION 151+00, SEE DWG NO. DE1.3
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NOTES: : 1. ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ARE TO BE ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ARE TO BE DELIVERED TO THE OWNER. FOUNDATIONS AND BASES TO BE LEGALLY DISPOSED OF OFF SITE. 2. SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID FOR AT SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID FOR AT COLD JOINTS BETWEEN PHASES AND WHERE NEW BITUMINOUS PAVEMENT MEETS EXISTING BITUMINOUS OR PCC PAVEMENTS. SAW AND SEAL OF ALL OTHER JOINTS TO BE CONSIDERED INCIDENTAL TO PAVING. 3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES AND MARKINGS THAT ARE TO REMAIN. ANY DAMAGE TO EXISTING UTILITIES, STRUCTURES AND MARKINGS SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO THE OWNER IF SHOWN ON PLANS OR NOT. 4. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY WITH GUIDANCE CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY WITH GUIDANCE FROM CAA MAINTENANCE. 6. SEE GEOMETRY FOR LIMITS OF NEW FULL STRENGTH, SHOULDER SEE GEOMETRY FOR LIMITS OF NEW FULL STRENGTH, SHOULDER PAVEMENT AND MILLING. AND MILLING. 7. SEE GRADING PLANS FOR EROSION CONTROL MEASURES AND SEE GRADING PLANS FOR EROSION CONTROL MEASURES AND DWG NO. ER 1.1 AND ER1.2 FOR EROSION CONTROL DETAILS.
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1"=40'
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EXIST. SHOULDER PAVEMENT TO BE RECONSTRUCTED AS NEW FULL STRENGTH PAVEMENT
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FULL STRENGTH RECONSTRUCTION OF EXIST. BITUMINOUS SHOULDER PAVEMENT
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MILL 4" BITUMINOUS (NOMINAL)
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EXISTING PAVEMENT REMOVAL CONVERTED TO TURF
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EXISTING PAVEMENT RECONSTRUCTED AS NEW SHOULDER PAVEMENT
REMOVE FULL DEPTH PAVEMENT 14" HMA 12" BASE EXISTING
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REMOVE PAVEMENT AND REPLACE WITH TOPSOIL. 3"-5" HMA 15" PCC 8" BASE EXISTING
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LIMIT OF RECONSTRUCTION TO EDGE OF CONCRETE
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TAXIWAY 'S1'
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R
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EXISTING SIGN TO REMAIN (TYP.)
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REMOVE EXIST. TAXIWAY LIGHT (TYP.) SEE NOTE 1.
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REMOVE AND DISPOSED OF EXIST. CONCRETE ENCASED DUCT AND CABLE (TYP.)
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EXIST. FIBER OPTIC CABLE TO REMAIN
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REMOVE FIBER OPTIC HANDHOLE COVER AND REPLACE (TYP. 4 EA.) SEE ELECTRICAL DETAILS
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REMOVE FLUSH-MOUNTED RUNWAY EDGE LIGHT FIXTURE AND REPLACE WITH ELEVATED FIXTURE. SEE ELECTRICAL PLANS
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EXIST. CATCH BASIN AND PIPES TO REMAIN. ADJUST STRUCTURES TO GRADE. SEE EX1.1-EX1.4 FOR DATA
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REMOVE SHOULDER PAVEMENT
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RF
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REMOVE SIGN (TYP.) SEE NOTE 1.
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PHASE 7A
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PHASE 7B
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SAW AND SEAL ASPHALT PAVEMENTS (TYP.) SEE NOTE 2.
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RELOCATE SIGN
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EXISTING DRAINAGE TO REMAIN
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RUNWAY THRESHOLD LIGHTS TO REMAIN
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REMOVE TAXIWAY CENTERLINE
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CAP CONDUIT AND ABANDON IN PLACE
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SAWCUT EDGE OF PAVEMENT (TYP.)
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EXISTING APPROACH LIGHT TO REMAIN
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EXISTING ELECTRICAL HANDHOLE/MANHOLE TO REMAIN. ADJUST TO GRADE.
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EXISTING ELECTRICAL HANDHOLE/MANHOLE TO REMAIN. ADJUST TO GRADE.
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EXISTING DRAINAGE TO REMAIN. ADJUST STRUCTURES TO GRADE. CORE CATCH BASIN FOR NEW DRAINAGE PIPE. SEE GRADING PLANS
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THRESHOLD LIGHT BAR TO REMAIN. MILL AND PAVE AROUND LIGHT BAR
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ADJUST FIBER OPTIC MANHOLE TO GRADE
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REMOVE TAXIWAY 'S' CABLE FROM EXISTING DUCT. DUCT TO REMAIN.
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APPROXIMATE LIMIT OF SERVICE ROAD MARKING REMOVAL ON CONCRETE PAVEMENT (TYP.)
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CHECKED BY
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DESIGNED BY
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DRAWN BY
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SCALE:
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DATE:
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BY
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REV.
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NO.
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DATE
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DESCRIPTION
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AIP No.:
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PROJ. No.:
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FILE NAME:
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SHEET
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REVISIONS
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DRAWING NO.
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OF
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MARCH 2021
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DO NOT SCALE DRAWING
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PROJECT DESIGNER
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REHABILITATE, LIGHT, AND MARK TAXIWAY 'S'
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306819.01
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ENGINEER'S SEAL
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BRADLEY INTERNATIONAL AIRPORT
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BID DOCUMENTS
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3/9/2021
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SLS
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3-09-0022-XXX-2021
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NEC
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NEC
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BDL-DE101-DE105
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DEMOLITION PLAN SHEET 5 OF 5
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DE1.5
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23
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SLS
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61
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0
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40
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100
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200
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FEET
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1"=40'
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MATCHLINE STATION 162+50, SEE DWG NO. DE1.4
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EXISTING TAXIWAY EDGE LIGHT
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REMOVE AND RELOCATE
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EXISTING AIRFIELD SIGN
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ABANDONED DRAINAGE
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EXISTING CATCH BASIN
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%%ULEGEND
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EXISTING ELECTRICAL
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EXISTING DRAINAGE
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REMOVE
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R
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EXISTING DRAINAGE MANHOLE
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D
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LIMITS OF GRADING
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B1
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CBR3
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C2
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CBR
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PAVEMENT CORE LOCATION
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SOIL BORING
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D
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EXISTING ELECTRICAL MANHOLE
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SAW AND SEAL
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REPLACE FIXTURE
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RF
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REMOVE AND RESET IN SAME LOCATION
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RR
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NOTES: : 1. ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ARE TO BE ALL REMOVED SIGN FIXTURES AND LIGHT FIXTURES ARE TO BE DELIVERED TO THE OWNER. FOUNDATIONS AND BASES TO BE LEGALLY DISPOSED OF OFF SITE. 2. SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID FOR AT SAW AND SEAL ASPHALT PAVEMENTS WILL BE PAID FOR AT COLD JOINTS BETWEEN PHASES AND WHERE NEW BITUMINOUS PAVEMENT MEETS EXISTING BITUMINOUS OR PCC PAVEMENTS. SAW AND SEAL OF ALL OTHER JOINTS TO BE CONSIDERED INCIDENTAL TO PAVING. 3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES AND MARKINGS THAT ARE TO REMAIN. ANY DAMAGE TO EXISTING UTILITIES, STRUCTURES AND MARKINGS SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO THE OWNER IF SHOWN ON PLANS OR NOT. 4. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY WITH GUIDANCE CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY WITH GUIDANCE FROM CAA MAINTENANCE. 6. SEE GEOMETRY FOR LIMITS OF NEW FULL STRENGTH, SHOULDER SEE GEOMETRY FOR LIMITS OF NEW FULL STRENGTH, SHOULDER PAVEMENT AND MILLING. AND MILLING. 7. SEE GRADING PLANS FOR EROSION CONTROL MEASURES AND SEE GRADING PLANS FOR EROSION CONTROL MEASURES AND DWG NO. ER 1.1 AND ER1.2 FOR EROSION CONTROL DETAILS.
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EXIST. SHOULDER PAVEMENT TO BE RECONSTRUCTED AS NEW FULL STRENGTH PAVEMENT
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FULL STRENGTH RECONSTRUCTION OF EXIST. BITUMINOUS SHOULDER PAVEMENT
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MILL 4" BITUMINOUS (NOMINAL)
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EXISTING PAVEMENT REMOVAL CONVERTED TO TURF
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EXISTING PAVEMENT RECONSTRUCTED AS NEW SHOULDER PAVEMENT
TAXIWAY CENTERLINE LEAD-IN LINE & RUNWAY EDGE STRIPE MARKING DETAIL
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6" SPACE (BOTH SIDES)
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RUNWAY EDGE STRIPE MARKING,WHITE.
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EXTENDED TAXIWAY CENTERLINE PARALLEL TO RUNWAY ENTERLINE
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RUNWAY CENTERLINE STRIPE
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36" WIDE STRIPE
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12"
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SEE NOTE
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NOT TO SCALE
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ENHANCED TAXIWAY MARKINGS AT CONVERGING TAXIWAY CENTERLINES
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NOTE: ALL MEASUREMENTS ARE TAKEN ALONG THE CENTER OF THE CENTERLINE. INNER DASHES ALONG THE CURVE WILL BE LESS THAN 9', OUTER DASHES WILL BE LONGER THAN 9'.
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YELLOW ENHANCED CENTERLINE MARKINGS (TYP.)
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BLACK PAINT
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TAXIWAY CENTERLINE
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NOT TO SCALE
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ENHANCED TAXIWAY MARKINGS AT CONVERGING TAXIWAY CENTERLINES
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NOTE: 1. THE V-SHAPED INNER DASHES START AND STOP WITH THE OUTSIDE 9 FOOT DASHES. HOWEVER, THIS MAY NOT ALWAYS BE THE CASE FOR THE INNER DASHES WHERE THE CENTERLINES CONVERGE. IF THE V-SHAPED DASHES ARE LESS THAN 5 FEET THEY MAY BE OMITTED. 2. MEASUREMENTS ARE TAKEN AT THE CENTER OF THE CENTERLINE STRIPE. 3. OMIT SINGLE SIDED DASH AT TAXIWAY E CENTERLINE
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NOT TO SCALE
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CURVED ENHANCED TAXIWAY CENTERLINE DETAIL
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NOTE: ALL MEASUREMENTS ARE TAKEN ALONG THE CENTER OF THE CENTERLINE. INNER DASHES ALONG THE CURVE WILL BE LESS THAN 9', OUTER DASHES WILL BE LONGER THAN 9'.
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YELLOW ENHANCED CENTERLINE MARKINGS (TYP.)
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BLACK PAINT
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TAXIWAY CENTERLINE
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BLACK PAINT
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TAXIWAY CENTERLINE
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YELLOW ENHANCED CENTERLINE MARKINGS (TYP.)
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BLACK PAINT
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STOP 5' FROM INTERSECTION T/W
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INNER DASHES MAY BE OMITTED IF LESS THAN 5'
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TAXIWAY CENTERLINE
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AS SHOWN
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ROADWAY CENTERLINE STRIPE (SINGLE STRIPE)
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NOT TO SCALE
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ROADWAY CENTERLINE MARKING: 6" WIDE WHITE STRIPE 10' IN LENGTH WITH 15' SPACING.
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ROADWAY EDGE STRIPES, WHITE 6" WIDE
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VEHICLE ROADWAY MARKINGS AND DIMENSIONS
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PAVEMENT EDGE
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YELLOW STRIPES 3' WIDE EXTEND TO WITHIN 5 FEET (1.5m) OF PAVEMENT EDGE, OR 25 FEET (7.5m) IN LENGTH, WHICHEVER IS LESS
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TAXIWAY EDGE MARKINGS
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100' (30m) MAX. ON STRAIGHT SECTIONS
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T/W (TYP)
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50 FEET (15m) MAX. ON CURVES INBOARD OR OUTBOARD
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TAXIWAY/TAXILANE
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TAXIWAY CENTERLINE
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TAXIWAY CENTERLINE MARKING NOT TO SCALE
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TAXIWAY EDGE MARKING CONTINUOUS NOT TO SCALE
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TAXIWAY PAVEMENT
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SHOULDER PAVEMENT
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TAXIWAY PAVEMENT
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SHOULDER PAVEMENT
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TAXIWAY EDGE MARKING DASHED NOT TO SCALE
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NON-MOVEMENT BOUNDARY MARKINGS NOT TO SCALE
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AIRCRAFT HOLD SIDE
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TYPICAL SHOULDER MARKINGS NOT TO SCALE
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3' (EDGE TO EDGE)
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NOTE: TAXIWAY LEAD-IN LINES PAINTED ON THE RUNWAY SURFACE THAT CONTINUE PARALLEL TO THE RUNWAY CENTERLINE BREAK AROUND THE RUNWAY MARKINGS. TAXIWAY CENTERLINES THAT CROSS THE RUNWAY DO NOT BREAK FOR RUNWAY MARKINGS
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NOTE: WHERE VEHICLE SERVICE ROAD IS PAINTED PARALLEL TO THE NON-MOVEMENT AREA MARKINGS THERE WILL BE A BLACK PAINTED SPACE OF 2' BETWEEN THE MARKINGS.
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NOTE: SHOULDER MARKINGS ARE OUTLINED WITH MIN. 6" BLACK BORDER ON ALL SIDES EXCEPT FOR THE SIDE ABUTTING THE EDGE MARKING. THERE IS NO SPACE BETWEEN THE SHOULDER MARKING AND THE EDGE MARKINGS.
2C TW C 2C SIGNS WEST INSTALLED IN EXISTING 2" CONCRETE ENCASED CONDUIT. SPLICE CABLE TO EXISTING CABLE AT ISLAND (NOT SHOWN ON PLAN)
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EXISTING TAXIWAY S TO TAXIWAY S NORTH. CABLES TO REMAIN. SPLICE CABLES IN HANDHOLE. LOCATION TO BE DETERMINED IN THE FIELD.
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INSTALL NEW LED TAXIWAY LIGHTS WITH HEATERS (TYP.)
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INSTALL NEW TAXIWAY CABLE IN NEW CONCRETE ENCASED DUCT (TYP.)
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TAXIWAY 'C'
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RUNWAY 6-24
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RUNWAY 15-33
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TAXIWAY 'S'
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TAXIWAY 'C'
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RELOCATE EXISTING SIGN (TYP.)
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INSTALL NEW ELEVATED RUNWAY LIGHT FIXTURE ON EXISTING CAN
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RELOCATE EXISTING RUNWAY GUARD LIGHTS (TYP.)
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INSTALL NEW LED TAXIWAY LIGHTS WITH HEATERS (TYP.)
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SPLICE TAXIWAY C CIRCUIT AT LIGHT
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INSTALL NEW ELEVATED RUNWAY LIGHT FIXTURE ON EXISTING CAN
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SPLICE 624S, GUARD AND SIGNS WEST CABLES IN HANDHOLE
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REMOVE, STORE AND RESET EXISTING FLUSH MOUNTED RUNWAY LIGHT FIXTURE. INSTALL NEW RISER/SPACER RINGS AS NECESSARY ON EXISTING BASE.
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A
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B
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A
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B
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A
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B
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A
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B
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A
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B
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A
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B
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PHASE 1A
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PHASE 1B
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PHASE 2B
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PHASE 2A
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PHASE 2C
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SPLICE TO TAXIWAY C CIRCUIT AT LIGHT
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EXISTING SIGN TO REMAIN (TYP.)
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REMOVE AND RE-INSTALL EXISTING SIGN AND BASE
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RELOCATE EXISTING INCANDESCENT LIGHT AND BASE
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R
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R
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R
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R
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SPLICE 6-24 SIGNS, 15-33 SIGNS AND SIGNS WEST CABLES AT HANDHOLE
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SPLICE SIGNS WEST CABLES AT HANDHOLE
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EXISTING LIGHT TO REMAIN
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B
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A
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B
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A
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E
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E
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SPLICE CABLE AT HANDHOLE
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CHECKED BY
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DESIGNED BY
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DRAWN BY
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SCALE:
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DATE:
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BY
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REV.
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NO.
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DATE
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DESCRIPTION
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AIP No.:
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PROJ. No.:
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FILE NAME:
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SHEET
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REVISIONS
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DRAWING NO.
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OF
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MARCH 2021
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DO NOT SCALE DRAWING
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PROJECT DESIGNER
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REHABILITATE, LIGHT, AND MARK TAXIWAY 'S'
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306819.01
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ENGINEER'S SEAL
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BRADLEY INTERNATIONAL AIRPORT
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BID DOCUMENTS
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3/9/2021
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SLS
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3-09-0022-XXX-2021
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NEC
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NEC
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BDL-EL101-EL104
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61
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ELECTRICAL PLAN SHEET 1 OF 4
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EL1.1
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47
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REMOVE, STORE AND RESET EXISTING FLUSH MOUNTED RUNWAY LIGHT FIXTURE. INSTALL NEW RISER/SPACER RINGS AS NECESSARY ON EXISTING BASE.
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SLS
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0
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50
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125
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250
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FEET
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1"=50'
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N
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MATCHLINE STATION 132+00, SEE DWG NO. EL1.2
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1"=50'
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SIDE A
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SIDE B
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SIGN #
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CIRCUIT
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DESCRIPTION
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B/Y
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B
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NORTHING
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EASTING
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Y/B
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W/R
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B/Y
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Y/B
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6-24 SIGNS
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RELOCATE EXISTING SIGN AND BASE
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902178.17
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1016733.90
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6-16
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Y/B
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W/R
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B/Y
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Y/B
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6-18
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RELOCATE EXISTING SIGN AND BASE
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Y/B
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W/R
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B/Y
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Y/B
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15-18
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C-8
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B/Y
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B
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S-7
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S-6
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B/Y
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B
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RELOCATE EXISTING SIGN AND BASE
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RELOCATE EXISTING SIGN AND BASE
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RELOCATE EXISTING SIGN AND BASE
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REMOVE, STORE AND REINSTALL
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6-24 SIGNS
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15-33 SIGNS
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SIGNS WEST
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SIGNS WEST
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SIGNS WEST
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902298.09
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1016851.09
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902235.75
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1016937.30
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902228.96
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1017010.81
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902079.02
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1017155.60
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901879.62
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1016981.70
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EXISTING AIRFIELD SIGN
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PROPOSED CABLE IN NEW CONCRETE ENCASED DUCT
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EXISTING CABLE
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CIRCUIT DESIGNATION 1C = NUMBER OF CONDUCTORS TW# = TAXIWAY CIRCUIT #8 5KV L-824 TYPE C CABLE
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1C TW#
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EXISTING CONCRETE ENCASED DUCT
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EXISTING UNLIT SIGN
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NEW TAXIWAY EDGE LIGHT
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%%ULEGEND
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EXIST. TAXIWAY EDGE LIGHT
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EXIST. RUNWAY EDGE LIGHT
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NEW ELEVATED RUNWAY FIXTURE ON FLUSH BASE
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RELOCATED TAXIWAY EDGE LIGHT
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R
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PROPOSED CABLE IN EXISTING DUCT
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PROPOSED CABLE IN NEW CONCRETE ENCASED DUCT INSTALLED IN EXISTING CONCRETE PAVEMENT
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NEW HAND HOLE WITH LIFT ASSIST COVER
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NEW FIBER OPTIC LIFT ASSIST COVER
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NEW AIRFIELD SIGN ON NEW BASE
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RELOCATED AIRFIELD SIGN AND BASE
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NEW CONCRETE ENCASED DUCT
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REMOVE AND RESET LIGHT
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NOTES: 1. SIGNS SHALL BE CONNECTED TO THE SPECIFIED RUNWAY OR TAXIWAY CIRCUIT. SIGNS SHALL BE CONNECTED TO THE SPECIFIED RUNWAY OR TAXIWAY CIRCUIT. 2. ALL LIGHTS AND SIGNS WILL HAVE TAG NUMBERS, NUMBERS TO BE VERIFIED IN ALL LIGHTS AND SIGNS WILL HAVE TAG NUMBERS, NUMBERS TO BE VERIFIED IN THE FIELD BEFORE ORDERING TAGS. CONSULT WITH ENGINEER. 3. SIGNS ARE LOCATED 25' OFF EDGE OF PAVEMENT. MEASUREMENT IS TAKEN SIGNS ARE LOCATED 25' OFF EDGE OF PAVEMENT. MEASUREMENT IS TAKEN FROM THE MIDPOINT OF THE SIDE OF THE SIGN CLOSEST TO THE PAVEMENT. 4. TAXIWAY LIGHTS ARE LOCATED 10' OFF THE EDGE OF PAVEMENT UNLESS TAXIWAY LIGHTS ARE LOCATED 10' OFF THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. IN ADDITION, TAXIWAY LIGHTS NEAR THE RUNWAY MUST BE LOCATED AT LEAST 3' OUTBOUND OF THE RUNWAY LIGHTS. 5. PROVIDING AND INSTALLING THE BLANK COVER PLATE IS INCIDENTAL TO THE PROVIDING AND INSTALLING THE BLANK COVER PLATE IS INCIDENTAL TO THE COST OF REMOVING THE LIGHT. 6. SHEET EL1.5 FOR ADDITIONAL TAXIWAY LIGHT DATA.SHEET EL1.5 FOR ADDITIONAL TAXIWAY LIGHT DATA.
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SIGN PANEL LEGEND W/R = WHITE INSCRIPTION ON RED BACKGROUND Y/B = YELLOW INSCRIPTION ON BLACK BACKGROUND B/Y = BLACK INSCRIPTION ON YELLOW BACKGROUND W/B = WHITE INSCRIPTION ON BLACK BACKGROUND B = BLANK (BLACK)= BLANK (BLACK)
INSTALL NEW TAXIWAY CABLE IN NEW 2" 1-WAY CONCRETE ENCASED DUCT (TYP.)
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TAXIWAY 'S2'
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TAXIWAY 'S'
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RUNWAY 15-33
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TAXIWAY 'S'
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INSTALL NEW LED TAXIWAY LIGHTS WITH HEATERS (TYP.)
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SPLICE SIGNS EAST AND 15-33 SIGNS CABLES IN EXISTING HANDHOLE
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REMOVE AND RESET EXISTING ELEVATED LIGHT AND BASE
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INSTALL NEW TW S AND TW S2 HOMERUN CABLES APPROX 44,00 LF TO VAULT (NOT SHOWN)
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A
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B
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A
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B
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A
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B
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A
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B
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A
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B
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A
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B
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PHASE 2C
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PHASE 3A
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PHASE 3B
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EXISTING SIGN TO REMAIN (TYP.)
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RELOCATE EXISTING SIGN (TYP.)
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EXISTING 6-WAY CONCRETE DUCT TO REMAIN INSTALL 2C 15-33 SIGNS 2C SIGNS EAST
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INSTALL NEW SIGNS (S-17 AND S-18) IN EXISTING CONCRETE
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PHASE 3A
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PHASE 2C
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REMOVE, STORE AND RESET EXISTING FLUSH MOUNTED RUNWAY LIGHT FIXTURE AND RISER. INSTALL NEW SPACER RINGS AS NECESSARY ON EXISTING BASE.
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INSTALL NEW 2" 2-WAY CONCRETE DUCT INSTALLED IN EXISTING CONCRETE
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SPLICE TW E CABLES AT HANDHOLE
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CHECKED BY
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DESIGNED BY
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DATE
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AIP No.:
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PROJ. No.:
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FILE NAME:
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SHEET
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REVISIONS
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DRAWING NO.
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OF
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MARCH 2021
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DO NOT SCALE DRAWING
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PROJECT DESIGNER
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REHABILITATE, LIGHT, AND MARK TAXIWAY 'S'
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306819.01
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ENGINEER'S SEAL
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BRADLEY INTERNATIONAL AIRPORT
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BID DOCUMENTS
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3/9/2021
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SLS
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3-09-0022-XXX-2021
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NEC
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NEC
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BDL-EL101-EL104
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ELECTRICAL PLAN SHEET 2 OF 4
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EL1.2
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48
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SLS
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0
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50
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125
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250
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FEET
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1"=50'
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61
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N
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MATCHLINE STATION 146+75, SEE DWG NO. EL1.3
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MATCHLINE STATION 132+00, SEE DWG NO. EL1.1
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1"=50'
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SIDE A
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SIDE B
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SIGN #
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CIRCUIT
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DESCRIPTION
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NORTHING
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EASTING
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SIGNS EAST
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RELOCATE EXISTING SIGN AND BASE
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901048.61
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1018133.05
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S-10
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15-23
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RELOCATE EXISTING SIGN AND BASE
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S-12
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S-17
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S-18
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S-11
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B/Y
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B
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RELOCATE EXISTING SIGN AND BASE
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RELOCATE EXISTING SIGN AND BASE
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NEW SIGN AND BASE
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15-33 SIGNS
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SIGNS EAST
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SIGNS EAST
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SIGNS EAST
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SIGNS EAST
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B/Y
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Y/B
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B
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Y/B
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Y/B
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W/R
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B/Y
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Y/B
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B/Y
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Y/B
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Y/B
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B
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B/Y
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Y/B
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B/Y
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Y/B
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Y/B
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B/Y
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B
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NEW SIGN AND BASE
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EXISTING AIRFIELD SIGN
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PROPOSED CABLE IN NEW CONCRETE ENCASED DUCT
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EXISTING CABLE
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CIRCUIT DESIGNATION 1C = NUMBER OF CONDUCTORS TW# = TAXIWAY CIRCUIT #8 5KV L-824 TYPE C CABLE
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1C TW#
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EXISTING CONCRETE ENCASED DUCT
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EXISTING UNLIT SIGN
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NEW TAXIWAY EDGE LIGHT
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%%ULEGEND
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EXIST. TAXIWAY EDGE LIGHT
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EXIST. RUNWAY EDGE LIGHT
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NEW ELEVATED RUNWAY FIXTURE ON FLUSH BASE
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RELOCATED TAXIWAY EDGE LIGHT
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R
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PROPOSED CABLE IN EXISTING DUCT
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PROPOSED CABLE IN NEW CONCRETE ENCASED DUCT INSTALLED IN EXISTING CONCRETE PAVEMENT
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NEW HAND HOLE WITH LIFT ASSIST COVER
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NEW FIBER OPTIC LIFT ASSIST COVER
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NEW AIRFIELD SIGN ON NEW BASE
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RELOCATED AIRFIELD SIGN AND BASE
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NEW CONCRETE ENCASED DUCT
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REMOVE AND RESET LIGHT
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901015.42
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1018253.15
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900865.47
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1018397.94
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900751.59
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1018436.58
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900785.13
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1018171.25
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900768.54
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1018142.41
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NOTES: 1. SIGNS SHALL BE CONNECTED TO THE SPECIFIED RUNWAY OR TAXIWAY CIRCUIT. SIGNS SHALL BE CONNECTED TO THE SPECIFIED RUNWAY OR TAXIWAY CIRCUIT. 2. ALL LIGHTS AND SIGNS WILL HAVE TAG NUMBERS, NUMBERS TO BE VERIFIED IN ALL LIGHTS AND SIGNS WILL HAVE TAG NUMBERS, NUMBERS TO BE VERIFIED IN THE FIELD BEFORE ORDERING TAGS. CONSULT WITH ENGINEER. 3. SIGNS ARE LOCATED 25' OFF EDGE OF PAVEMENT. MEASUREMENT IS TAKEN SIGNS ARE LOCATED 25' OFF EDGE OF PAVEMENT. MEASUREMENT IS TAKEN FROM THE MIDPOINT OF THE SIDE OF THE SIGN CLOSEST TO THE PAVEMENT. 4. TAXIWAY LIGHTS ARE LOCATED 10' OFF THE EDGE OF PAVEMENT UNLESS TAXIWAY LIGHTS ARE LOCATED 10' OFF THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. IN ADDITION, TAXIWAY LIGHTS NEAR THE RUNWAY MUST BE LOCATED AT LEAST 3' OUTBOUND OF THE RUNWAY LIGHTS. 5. PROVIDING AND INSTALLING THE BLANK COVER PLATE IS INCIDENTAL TO THE PROVIDING AND INSTALLING THE BLANK COVER PLATE IS INCIDENTAL TO THE COST OF REMOVING THE LIGHT. 6. SHEET EL1.5 FOR ADDITIONAL TAXIWAY LIGHT DATA.SHEET EL1.5 FOR ADDITIONAL TAXIWAY LIGHT DATA.
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SIGN PANEL LEGEND W/R = WHITE INSCRIPTION ON RED BACKGROUND Y/B = YELLOW INSCRIPTION ON BLACK BACKGROUND B/Y = BLACK INSCRIPTION ON YELLOW BACKGROUND W/B = WHITE INSCRIPTION ON BLACK BACKGROUND B = BLANK (BLACK)= BLANK (BLACK)
INSTALL NEW ELEVATED RUNWAY LIGHT FIXTURE ON EXISTING CAN
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INSTALL NEW LED TAXIWAY LIGHTS WITH HEATERS (TYP.)
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SPLICE SIGNS EAST AND TW E CABLES IN HANDHOLE
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A
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B
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A
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B
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PHASE 3A
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PHASE 4B
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PHASE 4A
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PHASE 5
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INSTALL NEW SIGN IN EXISTING CONCRETE (TYP.)
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EXISTING 4-WAY CONCRETE ENCASED DUCT TO REMAIN
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INSTALL NEW CABLES IN EXISTING DUCT
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PHASE 4B
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PHASE 3A
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PHASE 4B
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PHASE 5
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EXISTING SIGN TO REMAIN (TYP.)
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INSTALL NEW TAXIWAY CABLE IN NEW 2" 1-WAY CONCRETE ENCASED DUCT (TYP.)
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INSTALL NEW LIFT ASSIST HANDHOLE COVERS
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EXISTING FIBER OPTIC CABLE TO REMAIN - DO NOT DISTURB. DEPTH UNKNOWN. CONTRACTOR TO VERIFY BEFORE BEGINING CONSTRUCTION.
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REMOVE, STORE AND REINSTALL EXISTING FLUSH MOUNTED RUNWAY LIGHT FIXTURE. INSTALL NEW RISER/SPACER RINGS AS NECESSARY ON EXOSTING BASE.
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INSTALL NEW ELECTRICAL HANDHOLE. INTERCEPT EXISTING DUCT. LOCATION TO BE VERIFIED IN THE FIELD
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CHECKED BY
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DESIGNED BY
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DRAWN BY
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SCALE:
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PROJ. No.:
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FILE NAME:
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SHEET
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REVISIONS
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DRAWING NO.
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OF
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MARCH 2021
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DO NOT SCALE DRAWING
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PROJECT DESIGNER
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REHABILITATE, LIGHT, AND MARK TAXIWAY 'S'
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306819.01
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ENGINEER'S SEAL
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BRADLEY INTERNATIONAL AIRPORT
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BID DOCUMENTS
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3/9/2021
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SLS
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3-09-0022-XXX-2021
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NEC
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NEC
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BDL-EL101-EL104
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ELECTRICAL PLAN SHEET 3 OF 4
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EL1.3
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49
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SLS
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0
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50
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125
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250
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FEET
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1"=50'
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61
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MATCHLINE STATION 161+50, SEE DWG NO. EL1.4
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MATCHLINE STATION 146+75, SEE DWG NO. EL1.2
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1"=50'
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SIDE A
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SIDE B
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SIGN #
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CIRCUIT
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DESCRIPTION
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NORTHING
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EASTING
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900084.17
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1018888.17
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S-19
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S-20
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NEW SIGN AND BASE
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SIGNS EAST
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SIGNS EAST
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B/Y
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Y/B
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B/Y
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Y/B
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B/Y
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B
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NEW SIGN AND BASE
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900067.63
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1018859.28
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N
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EXISTING AIRFIELD SIGN
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PROPOSED CABLE IN NEW CONCRETE ENCASED DUCT
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EXISTING CABLE
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CIRCUIT DESIGNATION 1C = NUMBER OF CONDUCTORS TW# = TAXIWAY CIRCUIT #8 5KV L-824 TYPE C CABLE
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1C TW#
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EXISTING CONCRETE ENCASED DUCT
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EXISTING UNLIT SIGN
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NEW TAXIWAY EDGE LIGHT
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%%ULEGEND
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EXIST. TAXIWAY EDGE LIGHT
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EXIST. RUNWAY EDGE LIGHT
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NEW ELEVATED RUNWAY FIXTURE ON FLUSH BASE
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RELOCATED TAXIWAY EDGE LIGHT
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R
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PROPOSED CABLE IN EXISTING DUCT
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PROPOSED CABLE IN NEW CONCRETE ENCASED DUCT INSTALLED IN EXISTING CONCRETE PAVEMENT
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NEW HAND HOLE WITH LIFT ASSIST COVER
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NEW FIBER OPTIC LIFT ASSIST COVER
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NEW AIRFIELD SIGN ON NEW BASE
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RELOCATED AIRFIELD SIGN AND BASE
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NEW CONCRETE ENCASED DUCT
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REMOVE AND RESET LIGHT
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NOTES: 1. SIGNS SHALL BE CONNECTED TO THE SPECIFIED RUNWAY OR TAXIWAY CIRCUIT. SIGNS SHALL BE CONNECTED TO THE SPECIFIED RUNWAY OR TAXIWAY CIRCUIT. 2. ALL LIGHTS AND SIGNS WILL HAVE TAG NUMBERS, NUMBERS TO BE VERIFIED IN ALL LIGHTS AND SIGNS WILL HAVE TAG NUMBERS, NUMBERS TO BE VERIFIED IN THE FIELD BEFORE ORDERING TAGS. CONSULT WITH ENGINEER. 3. SIGNS ARE LOCATED 25' OFF EDGE OF PAVEMENT. MEASUREMENT IS TAKEN SIGNS ARE LOCATED 25' OFF EDGE OF PAVEMENT. MEASUREMENT IS TAKEN FROM THE MIDPOINT OF THE SIDE OF THE SIGN CLOSEST TO THE PAVEMENT. 4. TAXIWAY LIGHTS ARE LOCATED 10' OFF THE EDGE OF PAVEMENT UNLESS TAXIWAY LIGHTS ARE LOCATED 10' OFF THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. IN ADDITION, TAXIWAY LIGHTS NEAR THE RUNWAY MUST BE LOCATED AT LEAST 3' OUTBOUND OF THE RUNWAY LIGHTS. 5. PROVIDING AND INSTALLING THE BLANK COVER PLATE IS INCIDENTAL TO THE PROVIDING AND INSTALLING THE BLANK COVER PLATE IS INCIDENTAL TO THE COST OF REMOVING THE LIGHT. 6. SHEET EL1.5 FOR ADDITIONAL TAXIWAY LIGHT DATA.SHEET EL1.5 FOR ADDITIONAL TAXIWAY LIGHT DATA.
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SIGN PANEL LEGEND W/R = WHITE INSCRIPTION ON RED BACKGROUND Y/B = YELLOW INSCRIPTION ON BLACK BACKGROUND B/Y = BLACK INSCRIPTION ON YELLOW BACKGROUND W/B = WHITE INSCRIPTION ON BLACK BACKGROUND B = BLANK (BLACK)= BLANK (BLACK)
1. FIXTURE NUMBERS SHALL RUN CONSECUTIVELY CLOCKWISE FIXTURE NUMBERS SHALL RUN CONSECUTIVELY CLOCKWISE AROUND THE TAXIWAY LIGHTING SYSTEM. 2. SEE LIGHTING PLAN FOR RUNWAY LIGHTING NUMBERS. SEE LIGHTING PLAN FOR RUNWAY LIGHTING NUMBERS. 3. ALL NEW SIGNS ARE TO BE IDENTIFIED WITH NUMBERS. SEE ALL NEW SIGNS ARE TO BE IDENTIFIED WITH NUMBERS. SEE LIGHTING PLAN OR GUIDANCE SIGN SCHEDULE.
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FRANGIBLE COUPLING CONNECTION
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SIGN BASE CONNECTION
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2" DIA. x 1/16" THICK BRASS DISK, (ATTACHED TO FIXTURE WITH 3/8" BRASS BOLT) OR OTHER NON-CORROSIVE METAL.
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STAMPED NUMBERS ARE TO FACE PAVEMENT EDGE
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7/16" DIA HOLE
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NOTES: 1. #6 BARE COUNTERPOISE WITH EXOTHERMIC #6 BARE COUNTERPOISE WITH EXOTHERMIC BOND TO " X 8' GROUND ROD INSTALLED 58" X 8' GROUND ROD INSTALLED AT MAX. 500' SPACING. ALSO USE GROUND ROD TO TERMINATE THE COUNTERPOISE AT BOTH ENDS OF DUCT. DUCT. 2. SHALL BE INSTALLED MIN. 4" ABOVE CONDUIT SHALL BE INSTALLED MIN. 4" ABOVE CONDUIT TO PROVIDE 45° ZONE OF PROTECTION3. SHALL BE BONDED TO EXTERIOR LUG ON SHALL BE BONDED TO EXTERIOR LUG ON LIGHT BASES.
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RUNWAY EDGE LIGHT BASE
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COUNTERPOISE BONDED TO THE BASE CAN (DAISY CHAINED)
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COUNTERPOISE GROUNDED EVERY 500' [152.4 M]
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GROUND ROD
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GRASS
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PAVEMENT
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POWER
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EOP
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AS SHOWN
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%%U4" 4-WAY CONCRETE ENCASED DUCT
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NOT TO SCALE
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4,000 PSI CONCRETE
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TURF & TOPSOIL
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4" WIDE CAUTION TAPE BURIED 1FT BELOW GRADE
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SUITABLE BACKFILL MATERIAL
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INSTALL SINGLE BARE #6 COUNTERPOISE. SEE DETAIL THIS SHEET.
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2" PVC DUCT
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4,000 PSI CONCRETE
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P-209 GRAVEL BASE
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P-154 GRAVEL SUB BASE
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%%U2" 1-WAY CONCRETE ENCASED DUCT
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NOT TO SCALE
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NOTE: CONDUIT SHALL BE L-108
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NOT TO SCALE
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CLASS B, TYPE II, STYLE 4
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L-823 CONNECTIONS
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HEAT SHRINK WRAP CONNECTOR/CABLE JOINT WITH HEAT SHRINK KIT.
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PLUG L-823 KIT RECEPTACLE
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MOLDED RECEPTACLE MOLDED TRANSFORMER LEADS
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MOLDED PLUG
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TAPE 1 LAYER RUBBER 1 LAYER PLASTIC
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NOT TO SCALE
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NOTES: 1. THE CONTRACTOR SHALL USE A STRAIGHT EDGE TO VERIFY THAT THE THE CONTRACTOR SHALL USE A STRAIGHT EDGE TO VERIFY THAT THE CONCRETE IS FLUSH WITH ADJACENT PAVEMENT. 2. THE CONTRACTOR SHALL CLEAR ENTIRE AREA OF PAVEMENT OF THE CONTRACTOR SHALL CLEAR ENTIRE AREA OF PAVEMENT OF DEBRIS USING PAVER SWEEPERS, HAND BROOMS, OR AIR BROOMS.
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2", 1-WAY CONCRETE ENCASED DUCT INSTALLED IN CONCRETE
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CONSTRUCTION JOINT, SEE JOINT SEALANT DETAIL DWG. NO. PC2.1
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W6-W6 REBAR MESH WITH 6"X6" HOLES HELD UP WITH 2" CHAIRS
INSTALL SINGLE #6 BARE COPPER COUNTERPOISE (UNDER TURF OR PAVEMENT)
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4 - 4" PVC DUCTS SCHEDULE 40
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P-154 GRAVEL SUB BASE COURSE
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NOTES: 1. THE CONTRACTOR SHALL USE A STRAIGHT EDGE TO VERIFY THAT THE THE CONTRACTOR SHALL USE A STRAIGHT EDGE TO VERIFY THAT THE CONCRETE IS FLUSH WITH ADJACENT PAVEMENT. 2. THE CONTRACTOR SHALL CLEAR ENTIRE AREA OF PAVEMENT OF THE CONTRACTOR SHALL CLEAR ENTIRE AREA OF PAVEMENT OF DEBRIS USING PAVER SWEEPERS, HAND BROOMS, OR AIR BROOMS.
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CONSTRUCTION JOINT, SEE JOINT SEALANT DETAIL DWG. NO. PC2.1
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W6-W6 REBAR MESH WITH 6"X6" HOLES HELD UP WITH 2" CHAIRS
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NEW 4,000 PSI CONCRETE
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FINISH GRADE
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2-2" PVC CONDUIT, 4,000 PSI CONCRETE (TYP.). 2" SPACE BETWEEN CONDUITS AND 3" COVER ALL SIDES.
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NOT TO SCALE
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2" 2-WAY CONCRETE ENCASED DUCT INSTALLED IN CONCRETE
1. THE ENTIRE CONCRETE FOUNDATION, INCLUDING ALL APPURTENANCES, SHALL BE REMOVED AND THE ENTIRE CONCRETE FOUNDATION, INCLUDING ALL APPURTENANCES, SHALL BE REMOVED AND DISPOSED OF OFF-SITE. 2. THE REMAINING HOLE SHALL BE BACKFILLED AND THE SURFACE SHALL BE SEEDED AND MULCHED. THE REMAINING HOLE SHALL BE BACKFILLED AND THE SURFACE SHALL BE SEEDED AND MULCHED. DISPOSAL, BACKFILL, SEED, AND MULCH SHALL ALL BE CONSIDERED INCIDENTAL TO THE REMOVAL PAY ITEM.
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NEW SIGN FOUNDATION: 1. SIGN TO BE GROUNDED BY EXOTHERMICALLY WELDING GROUND WIRES TO 5/8" X 8' GROUND ROD SIGN TO BE GROUNDED BY EXOTHERMICALLY WELDING GROUND WIRES TO 5/8" X 8' GROUND ROD LOCATED ADJACENT TO THE FOUNDATION. THE TOP OF GROUND ROD SHALL BE DRIVEN 6" BELOW THE GROUND SURFACE. 2. ELEVATION OF SIGN BASE TO BE A MAX. OF 1 1/2" ABOVE EXISTING GRADE. BASE TO BE LEVEL. ELEVATION OF SIGN BASE TO BE A MAX. OF 1 1/2" ABOVE EXISTING GRADE. BASE TO BE LEVEL. 3. FRANGIBLE COUPLING FOR CABLE ENTRANCE AT SIGN. INSTALL CLAMP ON LOWER CABLE AT JUNCTION FRANGIBLE COUPLING FOR CABLE ENTRANCE AT SIGN. INSTALL CLAMP ON LOWER CABLE AT JUNCTION OF FRANGIBLE COUPLING AND 2" PIPE COUPLING. SET TOP OF PIPE COUPLING 3/4" ABOVE FINISHED CONCRETE. SEE DETAIL ABOVE. 4. 1/2" THICK STEEL COVER PLATE WITH NEOPRENE GASKET AND TRANSFORMER HOUSING FOR TAXIWAY 1/2" THICK STEEL COVER PLATE WITH NEOPRENE GASKET AND TRANSFORMER HOUSING FOR TAXIWAY SIGN AC 150/5345-42C, CLASS 1 TYPE FAA L-867, SIZE B, 16" DIAMETER BY 24" DEEP. PROVIDE 4-2" THREADED CONDUIT HUBS. PROVIDE FAA AC 150/5345-47 L-830 ISOLATION TRANSFORMERS. 5. 1/C #8, 5KV CABLE SHALL BE AC 150/5345-7F, L-824, TYPE C CONNECTED TO TRANSFORMER WITH 1/C #8, 5KV CABLE SHALL BE AC 150/5345-7F, L-824, TYPE C CONNECTED TO TRANSFORMER WITH L-823 PLUG AND RECEPTACLE CONNECTORS AC 150/5345-26C. PLUG CONNECTOR JOINED ONTO CABLE THAT RUNS TO LOWER NUMBER FIXTURE. 6. TAXIWAY GUIDANCE SIGN SHALL BE AC 150/5345-44J, TYPE L-858-L (YELLOW LEGEND ON BLACK TAXIWAY GUIDANCE SIGN SHALL BE AC 150/5345-44J, TYPE L-858-L (YELLOW LEGEND ON BLACK BACKGROUND), L-858-Y (BLACK LEGEND ON A YELLOW BACKGROUND) OR TYPE L- 858-R (WHITE LEGEND ON RED BACKGROUND), OF THE SIZE, STYLE AND CLASS SHOWN ON THE LEGEND, FOR SERIES LIGHTING CIRCUIT, 4.8 TO 6.6 AMPS. SIGN SHALL HAVE MINIMUM POWER FACTOR OF 0.85. 7. EXCAVATION FOR EACH SIGN SHALL BE COMPLETED, BELOW AND AROUND NEW FOUNDATION AND THE EXCAVATION FOR EACH SIGN SHALL BE COMPLETED, BELOW AND AROUND NEW FOUNDATION AND THE BACKFILL MATERIAL WILL BE COMPACTED TO THE SATISFACTION OF THE ENGINEER. THE FOOTPRINT OF THE EXCAVATION SHALL BE 2 FEET BEYOND THE PERIMETER OF THE CONCRETE FOOTING. 8. CONCRETE SHALL BE 4,000 PSI. CONCRETE SHALL BE 4,000 PSI. 9. THE OVERALL LENGTH OF THE SIGN FOUNDATION SHALL BE DEPENDANT ON THE NUMBER OF MODULES.THE OVERALL LENGTH OF THE SIGN FOUNDATION SHALL BE DEPENDANT ON THE NUMBER OF MODULES.
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GENERAL SIGN FOUNDATION NOTES:
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REMOVAL OF EXISTING SIGN FOUNDATION:
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%%uSECTION VIEW
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%%uPLAN VIEW
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%%URELOCATE AIRFIELD SIGN AND FOUNDATION DETAIL
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NOT TO SCALE
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FIBERGLASS FRAME
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L-867 SIZE B, LIGHT BASE
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GROUND WIRE CONDUIT
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#6 REINFORCING RODS
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TOWARD EDGE OF FULL STRENGTH PAVEMENT 35-60'
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INSTALL FIXTURE NUMBER, THIS SIDE. INSTALLED LOCATION REFERS TO THIS SIDE OF SIGN
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FRANGIBLE COUPLING FURNISHED WITH SIGN (TYP.) COAT THREADS WITH ANTI-SEIZE COMPOUND
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1/2" BLANK STEEL COVER PLATE WITH NEOPRENE GASKET
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GROUND SIGN TO GROUND ROD
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EXOTHERMIC CONNECT WELD TO GROUND ROD AND COUNTERPOISE
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2" RIGID CONDUIT CONCRETE ENCASED
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TRANSFORMER (PLACE ON BRICK, DO NOT BLOCK DRAIN)
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2" GALV. DRAIN PIPE PIPE NIPPLE TO BE WELDED TO CAN BY MANUFACTURER
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2" RGS SWEEP 12" RADIUS MIN.
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REINFORCING RODS (TYP.)
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CAST CONDUIT INTO BASE FOR GROUND WIRE
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INSTALL 2" P-403 BIT. PAVEMENT OVER 6" GRAVEL (TYP.)
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MINIMUM ONE TETHER PER MODULE
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34" STONE 12" DEEP (TYP.)
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INSTALL 2' (MIN) P-403 BIT. PAVEMENT AROUND FOUNDATION IN TURF
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TOPSOIL
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4,000 PSI CONCRETE
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%%uSECTION VIEW
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%%uPLAN VIEW
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%%UAIRFIELD SIGN AND FOUNDATION IN CONCRETE DETAIL
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NOT TO SCALE
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FIBERGLASS FRAME
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L-867 SIZE B, LIGHT BASE
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GROUND WIRE CONDUIT
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#6 REINFORCING RODS
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TOWARD EDGE OF FULL STRENGTH PAVEMENT 35-60'
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INSTALL FIXTURE NUMBER, THIS SIDE. LOCATION SHOWN ON SIGN SCHEDULE REFER TO THIS SIDE OF SIGN, THE SIDE CLOSEST TO THE EDGE OF PAVEMENT
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FRANGIBLE COUPLING FURNISHED WITH SIGN (TYP.) COAT THREADS WITH ANTI-SEIZE COMPOUND
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1/2" BLANK STEEL COVER PLATE WITH NEOPRENE GASKET
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GROUND SIGN TO GROUND ROD
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EXOTHERMIC CONNECT WELD TO GROUND ROD AND COUNTERPOISE
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2" RIGID CONDUIT CONCRETE ENCASED
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TRANSFORMER (PLACE ON BRICK, DO NOT BLOCK DRAIN)
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2" GALV. DRAIN PIPE PIPE NIPPLE TO BE WELDED TO CAN BY MANUFACTURER
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2" RGS SWEEP 12" RADIUS MIN.
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4000 PSI CONCRETE
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REINFORCING RODS (TYP.)
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CAST CONDUIT INTO BASE FOR GROUND WIRE
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EXISTING PCC PAVEMENT 13"-15" DEEP
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MINIMUM ONE TETHER PER MODULE
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CONSTRUCTION JOINT, SEE JOINT SEALANT DETAIL DWG. NO. PC2.1
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