TRH:rll\IR:\BRE\Documents\Specifications\Archive\2019\Brenham, City of\3900.235.1917BRENM.TRH\(11) Addenda\No. 1.docx 00 91 13-1 ADDENDUM NO. 1 PROJECT MANUAL 2019 RUNWAY BUMP RECONSTRUCTION TXDOT CSJ NO. 1917BRENM BRENHAM MUNICIPAL AIRPORT Note: Change in Bid Date Bid date has been changed from March 11, 2020 at 2:00 PM local time to March 17, 2020 at 2:00 PM local time. Bids need to be addressed to Kim Hodde, Airport Coordinator, 200 West Vulcan, Brenham, Texas 78333, then publicaly opened and read. Any bids received after closing time will be returned unopened. This Addendum to the Project Manual is issued to modify, explain, or correct the original Contract Documents and Specifications for Brenham Municipal Airport 2019 Runway Bump Reconstruction (TxDOT CSJ No. 1917BRENM) and is hereby made part of the Contract Documents. A. BID FORM 1. Attached Bid Form is revised to reflect changes that replaces P-631 Coal Tar Sealer with P-620 Permanent Runway Painting (Black), and modifies bid quantities and paint colors of other items. 2. Additive Alternate 1 is renamed to reflect correct title to “Partially Closed Runway.” B. SPECIFICATIONS 1. SPECIFICATION TABLE OF CONTENTS a. Attached Table of Contents is modified to no longer include Item P-631 Refined Coal Tar Emulsions with Additives, Slurry Seal Surface Treatment. 2. FAA SPECIFICATION ITEM P-620 a. Attached specification adds requirements for black paint and temporary paint, removes reference to P-631, and adds/modifies pay items for paint. C. DRAWINGS 1. SHEET NOS. 1, 2, 4, 5, 6, 14, 16, 17, and 18 REPLACE “Displaced Threshold” with “Partially Closed Runway.” 2. SHEET NO. 2–GENERAL NOTES, LEGEND, & SHEET INDEX Sheet Index revised to rename Sheet 17 to “Partially Closed Runway–Additive Alternate Bid No. 1.” 3. SHEET NO. 5–PROJECT QUANTITIES Project Quantities revised to reflect change that replaces P-631 Coal Tar Sealer with P-620 Permanent Runway Painting (Black) and modifies bid quantities and paint colors of other items. Sheet revised to correct TxDOT CSJ Number.
Bid date has been changed from March 11, 2020 at 2:00 PM local time to March 17, 2020 at 2:00 PM local time. Bids need to be addressed to Kim Hodde, Airport Coordinator, 200 West Vulcan, Brenham, Texas 78333, then publicaly opened and read. Any bids received after closing time will be returned unopened.
This Addendum to the Project Manual is issued to modify, explain, or correct the original Contract Documents and Specifications for Brenham Municipal Airport 2019 Runway Bump Reconstruction (TxDOT CSJ No. 1917BRENM) and is hereby made part of the Contract Documents.
A. BID FORM
1. Attached Bid Form is revised to reflect changes that replaces P-631 Coal Tar Sealer with P-620Permanent Runway Painting (Black), and modifies bid quantities and paint colors of other items.
2. Additive Alternate 1 is renamed to reflect correct title to “Partially Closed Runway.”
B. SPECIFICATIONS
1. SPECIFICATION TABLE OF CONTENTS
a. Attached Table of Contents is modified to no longer include Item P-631 Refined Coal TarEmulsions with Additives, Slurry Seal Surface Treatment.
2. FAA SPECIFICATION ITEM P-620
a. Attached specification adds requirements for black paint and temporary paint, removesreference to P-631, and adds/modifies pay items for paint.
C. DRAWINGS
1. SHEET NOS. 1, 2, 4, 5, 6, 14, 16, 17, and 18
REPLACE “Displaced Threshold” with “Partially Closed Runway.”
2. SHEET NO. 2–GENERAL NOTES, LEGEND, & SHEET INDEX
Sheet Index revised to rename Sheet 17 to “Partially Closed Runway–Additive Alternate BidNo. 1.”
3. SHEET NO. 5–PROJECT QUANTITIES
Project Quantities revised to reflect change that replaces P-631 Coal Tar Sealer with P-620Permanent Runway Painting (Black) and modifies bid quantities and paint colors of other items.Sheet revised to correct TxDOT CSJ Number.
Item C-102* Temporary Air and Water Pollution, Soil Erosion, and Siltation ControlItem C-105* MobilizationItem D-701* Pipe for Storm Drains and CulvertsItem D-752* Concrete Culverts, Headwalls, and Miscellaneous Drainage StructuresItem L-125* Installation of Airport Lighting SystemsItem P-152* Excavation, Subgrade, and EmbankmentItem P-602* Emulsified Asphalt Prime CoatItem P-610* Concrete for Miscellaneous StructuresItem P-620* Runway and Taxiway Marking
Special Provision to Item 132 EmbankmentItem 132 EmbankmentItem 164 Seeding for Erosion ControlItem 168 Vegetative WateringSpecial Provision to Item 247 Flexible BaseItem 247 Flexible BaseSpecial Provision to Item 340 Dense-Graded Hot-Mix Asphalt (Small Quantity)Item 340 Dense-Graded Hot-Mix Asphalt (Small Quantity)Special Provision to Item 506 Temporary Erosion, Sedimentation, and Environmental ControlsItem 506 Temporary Erosion, Sedimentation, and Environmental ControlsSpecial Specification Item 5000 Geogrid Reinforcement for Embankments
NOTES:
- Text that is bold within a paragraph (not the titles) has been selected from options. Options that were not selected have been removed. - Text that is struck-through with a line has been deemed unnecessary for this project by the Engineer. - Text that is bold and highlighted gray has been added by the Engineer.
2. All references in the included Texas Department of Transportation (TxDOT) specifications to additional TxDOT specifications that are notincluded in these contract documents are henceforth made by reference only and can be found in the "Texas Department of TransportationStandard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" adopted by the Texas Department ofTransportation on November 1, 2014. These specifications can be found in their entirety on TxDOT's website, along with any Statewide SpecialProvisions related to their use.
TECHNICAL SPECIFICATIONSTABLE OF CONTENTS
FAA SPECIFICATIONS
TxDOT SPECIFICATIONS INCLUDING SPECIAL PROVISIONS AND SPECIAL SPECIFICATIONS
1. FAA Specifications marked with an asterisk (*) are modified as follows:
R:\BRE\Documents\Specifications\Archive\2019\Brenham, City of\3900.235.1917BRENM.TRH\(11) Addenda\Ad1.Attachmt.B1.TOC Pavement.xlsx1
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Item P-620 Runway and Taxiway Marking 1
(Addendum No. 1)
Item P-620 Runway and Taxiway Marking
DESCRIPTION
620-1.1 This item shall consist of the preparation and painting of numbers, markings, and stripes on thesurface of runways, taxiways, and aprons, in accordance with these specifications and at the locationsshown on the plans, or as directed by the Resident Project Representative (RPR). The terms “paint” and“marking material” as well as “painting” and “application of markings” are interchangeable throughoutthis specification.
MATERIALS
620-2.1 Materials acceptance. The Contractor shall furnish manufacturer’s certified test reports, formaterials shipped to the project. The certified test reports shall include a statement that the materials meetthe specification requirements. This certification along with a copy of the paint manufacturer’s surfacepreparation; marking materials, including adhesion, flow promoting and/or floatation additive; andapplication requirements must be submitted and approved by the Resident Project Representative (RPR)prior to the initial application of markings. The reports can be used for material acceptance or the RPRmay perform verification testing. The reports shall not be interpreted as a basis for payment. TheContractor shall notify the RPR upon arrival of a shipment of materials to the site. All material shallarrive in sealed containers that are easily quantifiable for inspection by the RPR.
620-2.2 Marking materials.
Table 1. Marking Materials
Paint1 Glass Beads2
Type Color Fed Std. 595Number
Application RateMaximum
Type Application RateMinimum
I White 37925 115 ft2/gal³ I, Gradation A 7 lb/galI Yellow 33538 or
33655115 ft2/gal³ I, Gradation A 7 lb/gal
I Black 37038 115 ft²/gal³ None None1 See paragraph 620-2.2a2 See paragraph 620-2.2b3 Temporary Paint shall be 230 ft2/gal maximum
a. Paint. Paint shall be waterborne in accordance with the requirements of this paragraph. Paintcolors shall comply with Federal Standard No. 595.
Waterborne. Paint shall meet the requirements of Federal Specification TT-P-1952F, Type I.The non-volatile portion of the vehicle for all paint types shall be composed of a 100% acrylicpolymer as determined by infrared spectral analysis.
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Item P-620 Runway and Taxiway Marking 2
(Addendum No. 1)
b. Reflective media. Glass beads for white and yellow paint shall meet the requirements for FederalSpecification TT-B-1325D Type I, Gradation A.
Glass beads for red and pink paint shall meet the requirements for Type I, Gradation A.
Glass beads shall be treated with all compatible coupling agents recommended by the manufacturers ofthe paint and reflective media to ensure adhesion and embedment.
Glass beads shall not be used in black and green paint.
Type III glass beads shall not be used in red and pink paint.
CONSTRUCTION METHODS
620-3.1 Weather limitations. Painting shall only be performed when the surface is dry, and the ambienttemperature and the pavement surface temperature meet the manufacturer’s recommendations inaccordance with paragraph 620-2.1. Painting operations shall be discontinued when the ambient orsurface temperatures does not meet the manufacturer’s recommendations. Markings shall not be appliedwhen the wind speed exceeds 10 mph unless windscreens are used to shroud the material guns. Markingsshall not be applied when weather conditions are forecasts to not be within the manufacturers’recommendations for application and dry time.
620-3.2 Equipment. Equipment shall include the apparatus necessary to properly clean the existingsurface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-paintingequipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless type marking machine with automaticglass bead dispensers suitable for application of traffic paint. It shall produce an even and uniform filmthickness and appearance of both paint and glass beads at the required coverage and shall apply markingsof uniform cross-sections and clear-cut edges without running or spattering and without over spray. Themarking equipment for both paint and beads shall be calibrated daily.
620-3.3 Preparation of surfaces. Immediately before application of the paint, the surface shall be dryand free from dirt, grease, oil, laitance, or other contaminates that would reduce the bond between thepaint and the pavement. Use of any chemicals or impact abrasives during surface preparation shall beapproved in advance by the RPR. After the cleaning operations, sweeping, blowing, or rinsing withpressurized water shall be performed to ensure the surface is clean and free of grit or other debris leftfrom the cleaning process.
a. Preparation of new pavement surfaces. The area to be painted shall be cleaned by broom,blower, water blasting, or by other methods approved by the RPR to remove all contaminants, includingPCC curing compounds, minimizing damage to the pavement surface.
b. Preparation of pavement to remove existing markings. Existing pavement markings shall beremoved by rotary grinding, water blasting, or by other methods approved by the RPR minimizingdamage to the pavement surface. The removal area may need to be larger than the area of the markings toeliminate ghost markings. After removal of markings on asphalt pavements, apply a fog seal or seal coatblack paint P-631 treatment to ‘block out’ the removal area to eliminate ‘ghost’ markings. This sealcoat will be paid separately.
c. Preparation of pavement markings prior to remarking. Prior to remarking existingmarkings, loose existing markings must be removed minimizing damage to the pavement surface, with amethod approved by the RPR. After removal, the surface shall be cleaned of all residue or debris.
Prior to the application of markings, the Contractor shall certify in writing that the surface is dry andfree from dirt, grease, oil, laitance, or other foreign material that would prevent the bond of the paint to
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Item P-620 Runway and Taxiway Marking 3
(Addendum No. 1)
the pavement or existing markings. This certification along with a copy of the paint manufacturesapplication and surface preparation requirements must be submitted to the RPR prior to the initialapplication of markings.
620-3.4 Layout of markings. The proposed markings shall be laid out in advance of the paintapplication. The locations of markings to receive glass beads shall be shown on the plans.
620-3.5 Application. A period of 30 days, or per manufacturers recommendation, shall elapsebetween placement of surface course or seal coat and application of the permanent paint markings. Paintshall be applied at the locations and to the dimensions and spacing shown on the plans. Paint shall not beapplied until the layout and condition of the surface has been approved by the RPR.
White paint shall be applied in two passes in opposite directions at a rate of 230 square feet pergallon per pass.
The edges of the markings shall not vary from a straight line more than 1/2 inch in 50 feet, and markingdimensions and spacing shall be within the following tolerances:
Marking Dimensions and Spacing Tolerance
Dimension and Spacing Tolerance
36 inch or less ±1/2 inchgreater than 36 inch to 6 feet ±1 inchgreater than 6 feet to 60 feet ±2 inch
greater than 60 feet ±3 inch
The paint shall be mixed in accordance with the manufacturer’s instructions and applied to the pavementwith a marking machine at the rate shown in Table 1. The addition of thinner will not be permitted.
Glass beads shall be distributed upon the marked areas at the locations shown on the plans to receive glassbeads immediately after application of the paint. A dispenser shall be furnished that is properly designedfor attachment to the marking machine and suitable for dispensing glass beads. Glass beads shall beapplied at the rate shown in Table 1. Glass beads shall not be applied to black paint or green paint. Glassbeads shall adhere to the cured paint or all marking operations shall cease until corrections are made.Different bead types shall not be mixed. Regular monitoring of glass bead embedment and distributionshould be performed. Do not apply glass beads to temporary markings.
Preformed thermoplastic pavement markings not used.
620-3.7 Control strip. Prior to the full application of airfield markings, the Contractor shall prepare acontrol strip in the presence of the RPR. The Contractor shall demonstrate the surface preparationmethod and all striping equipment to be used on the project. The marking equipment must achieve theprescribed application rate of paint and population of glass beads (per Table 1) that are properlyembedded and evenly distributed across the full width of the marking. Prior to acceptance of the controlstrip, markings must be evaluated during darkness to ensure a uniform appearance.
620-3.8 Retro-reflectance. Reflectance shall be measured with a portable retro-reflectometer meetingASTM E1710 (or equivalent). A total of 6 reading shall be taken over a 6 square foot area with 3readings taken from each direction. The average shall be equal to or above the minimum levels of allreadings which are within 30% of each other.
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Item P-620 Runway and Taxiway Marking 4
(Addendum No. 1)
Minimum Retro-Reflectance Values
Material Retro-reflectance mcd/m2/lux
White Yellow Red
Initial Type I 300 175 35
Initial Type III 600 300 35
Initial Thermoplastic 225 100 35
All materials, remark when less than1 100 75 10
1 ‘Prior to remarking determine if removal of contaminants on markings will restore retro-reflectance
620-3.9 Protection and cleanup. After application of the markings, all markings shall be protected fromdamage until dry. All surfaces shall be protected from excess moisture and/or rain and from disfigurationby spatter, splashes, spillage, or drippings. The Contractor shall remove from the work area all debris,waste, loose reflective media, and by-products generated by the surface preparation and applicationoperations to the satisfaction of the RPR. The Contractor shall dispose of these wastes in strictcompliance with all applicable state, local, and federal environmental statutes and regulations.
METHOD OF MEASUREMENT
620-4.1a The quantity of removing existing runway markings shall be paid for shall be measured bythe number of square feet of removal.
620-4.1b The quantity of markings shall be paid for shall be measured by the number of square feetof painting, at the final in-place application rate. Exceptions: Black paint will be paid per eachcoat.
620-4.1c The quantity of reflective media shall not be paid separately, but shall be included inpavement marking items.
620-4.1d The quantity of temporary markings to be paid for shall be the number of square feet ofpainting performed in accordance with the specifications and accepted by the RPR. Temporary markingincludes surface preparation, application and complete removal of the temporary marking.
BASIS OF PAYMENT
620-5.1 This price shall be full compensation for furnishing all materials and for all labor, equipment,tools, and incidentals necessary to complete the item complete in place and accepted by the RPR inaccordance with these specifications.
620-5.1a Payment for removing existing runway markings shall be made at the contract price for thenumber of square feet of removal.
620-5.2b Payment for markings shall be made at the contract price for the number of square feet ofpainting.
620-5.3c No separate payment for reflective media.
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Item P-620 Runway and Taxiway Marking 5
(Addendum No. 1)
620-5.4d Payment for temporary markings shall be made at the contract price for the number of squarefeet of painting. This price shall be full compensation for furnishing all materials and for all labor,equipment, tools, and incidentals necessary to complete the item.
Payment will be made under:
Item P-620-5.1a Remove existing Runway Markings - per square foot
Item P-620-5.2b Permanent runway painting (yellow) - per square foot
Item P-620-5.3c Permanent runway painting (white) - per square foot
Item P-620-5.5d Permanent runway painting (black) - per square foot
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publicationsare referred to within the text by the basic designation only.
ASTM International (ASTM)
ASTM D476 Standard Classification for Dry Pigmentary Titanium Dioxide Products
ASTM D968 Standard Test Methods for Abrasion Resistance of Organic Coatings byFalling Abrasive
ASTM D1652 Standard Test Method for Epoxy Content of Epoxy Resins
ASTM D2074 Standard Test Method for Total, Primary, Secondary, and TertiaryAmine Values of Fatty Amines by Alternative Indicator Method
ASTM D2240 Standard Test Method for Rubber Property - Durometer Hardness
ASTM D7585 Standard Practice for Evaluating Retroreflective Pavement MarkingsUsing Portable Hand-Operated Instruments
ASTM E303 Standard Test Method for Measuring Surface Frictional Properties Usingthe British Pendulum Tester
ASTM E1710 Standard Test Method for Measurement of Retroreflective PavementMarking Materials with CEN-Prescribed Geometry Using a PortableRetroreflectometer
ASTM E2302 Standard Test Method for Measurement of the Luminance CoefficientUnder Diffuse Illumination of Pavement Marking Materials Using aPortable Reflectometer
ASTM G154 Standard Practice for Operating Fluorescent Ultraviolet (UV) LampApparatus for Exposure of Nonmetallic Materials
Code of Federal Regulations (CFR)
40 CFR Part 60, Appendix A-7, Method 24Determination of volatile matter content, water content, density, volumesolids, and weight solids of surface coatings
RECONSTRUCT AND MARK PORTION OF RW 16-34; OBLITERATE AND RE-MARK EXISTING RW CENTERLINE MARKINGS
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GENERAL DESCRIPTION OF PROJECT
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BASE BID:
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2019 RUNWAY BUMP RECONSTRUCTION
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STRAND PROJECT NO. 3900.235
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CONSTRUCTION PLANS FOR
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BRENHAM MUNICIPAL AIRPORT
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COUNCIL MEMBERS:
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MAYOR:
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VICINITY MAP
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DECEMBER 2019
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TXDOT CSJ NO. 1917BRENM
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CITY MANAGER:
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CONSTRUCT PARTIALLY CLOSED RUNWAY; OBLITERATE AND RE-MARK RW 16 END MARKINGS
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ADDITIVE ALTERNATE BID NO. 1
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FM 109
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TO INDUSTRY
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SH 36
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US 290
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TO HOUSTON
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TO AUSTIN
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TO NAVASOTA
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OBLITERATE AND RE-MARK RW 34 END
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ADDITIVE ALTERNATE BID NO. 2
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ADDENDUM NO. 1
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2/25/2020
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PROJECT GENERAL NOTES: 1. THE ROFZ IS SHOWN ON THE SHEETS TITLED "PROJECT LAYOUT THE ROFZ IS SHOWN ON THE SHEETS TITLED "PROJECT LAYOUT PLAN" AND “CSPP”. CONTRACTOR SHALL REFRAIN FROM OPERATING CSPP”. CONTRACTOR SHALL REFRAIN FROM OPERATING . CONTRACTOR SHALL REFRAIN FROM OPERATING EQUIPMENT AND VEHICLES WITHIN THE LIMITS OF THE ROFZ WHILE RUNWAY IS ACTIVE. 2. REMOVED MATERIALS, UNLESS NOTED FOR SALVAGE, SHALL BECOME REMOVED MATERIALS, UNLESS NOTED FOR SALVAGE, SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE LAWS. MATERIALS DESIGNATED FOR SALVAGE SHALL REMAIN THE PROPERTY OF THE AIRPORT OWNER AND SHALL BE DELIVERED, IN GOOD CONDITION, TO A LOCATION ON THE AIRPORT AS DESIGNATED BY THE AIRPORT OPERATOR. 3. WASTE SHALL BE DISPOSED IN A LICENSED LANDFILL. SPOIL SHALL WASTE SHALL BE DISPOSED IN A LICENSED LANDFILL. SPOIL SHALL BE PLACED IN UPLANDS FREE OF THREATENED AND ENDANGERED SPECIES. 4. CONTRACTOR SHALL CAREFULLY CONTROL AND CONTINUOUSLY CONTRACTOR SHALL CAREFULLY CONTROL AND CONTINUOUSLY REMOVE FOD (FOREIGN OBJECT DEBRIS) THAT MIGHT ATTRACT WILDLIFE. 5. NO CONSTRUCTION MAY OCCUR WITHIN THE ROFZ/TOFA WHILE THE NO CONSTRUCTION MAY OCCUR WITHIN THE ROFZ/TOFA WHILE THE RUNWAY/TAXIWAY IS OPEN FOR AIRCRAFT OPERATIONS, UNLESS WITHIN THE DESIGNATED WORK ZONE ASSOCIATED WITH THE PARTIALLY CLOSED RUNWAY AS SHOWN ON THESE PLANS. 6. CONTRACTOR MUST PROMINENTLY MARK OPEN TRENCHES AND CONTRACTOR MUST PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE WITH RED OR ORANGE FLAGS, AS APPROVED BY THE ENGINEER, AND LIGHT THEM WITH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. 7. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE RSA/TSA WHILE THE RUNWAY/TAXIWAY IS OPEN, UNLESS WITHIN THE DESIGNATED WORK ZONE ASSOCIATED WITH THE PARTIALLY CLOSED RUNWAY AS SHOWN ON THESE PLANS. IF THE RUNWAY/TAXIWAY IS OPENED BEFORE EXCAVATIONS ARE BACKFILLED, THE CONTRACTOR SHALL COVER THE EXCAVATIONS APPROPRIATELY. COVERINGS FOR OPEN TRENCHES OR EXCAVATIONS SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY. 8. CONSTRUCTION, INCLUDING EXCAVATIONS, MAY BE PERMITTED BY CONSTRUCTION, INCLUDING EXCAVATIONS, MAY BE PERMITTED BY PERMISSION FROM THE ENGINEER IN THE ROFA OF AN OPEN RUNWAY. HOWEVER, EQUIPMENT MUST BE REMOVED FROM THE ROFA WHEN NOT IN USE, AND MATERIAL SHOULD NOT BE STOCKPILED IN THE ROFA. 9. IN THE EVENT THAT UNANTICIPATED ARCHEOLOGICAL DEPOSITS ARE IN THE EVENT THAT UNANTICIPATED ARCHEOLOGICAL DEPOSITS ARE ENCOUNTERED DURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA WILL CEASE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND TXDOT PROJECT MANAGER, AND THE TXDOT PROJECT MANAGER WILL CONTACT PROFESSIONAL ARCHEOLOGISTS TO INITIATE POST-REVIEW DISCOVERY PROCEDURES UNDER PROVISIONS OF 36 CRF 800.13. 10. THE FEDERAL MIGRATORY BIRD TREATY ACT (MBTA) (16 USC THE FEDERAL MIGRATORY BIRD TREATY ACT (MBTA) (16 USC §703-711.), 50 CFR 10, AND FISH & GAME CODE §3503, §3513, AND §3800, PROTECTS MIGRATORY AND NONGAME BIRDS, THEIR OCCUPIED NESTS, AND THEIR EGGS. IN THE EVENT THAT MIGRATORY BIRDS ARE ENCOUNTERED ONSITE DURING PROJECT CONSTRUCTION, THE SUPERINTENDENT WORKING ON THE PROJECT MUST TAKE REASONABLE CARE TO AVOID IMPACTS TO PROTECTED BIRDS, ACTIVE NEST, EGGS AND/OR THE YOUNG. A PERSON THAT VIOLATES THE MBTA MAY BE HELD STRICTLY LIABLE FOR ACTIONS THAT RESULT IN UNPERMITTED TAKE. WHEN MIGRATORY BIRD NESTS ARE DISCOVERED WHICH MAY BE ADVERSELY AFFECTED BY CONSTRUCTION ACTIVITY, OR WHEN A BIRD IS FOUND INJURED OR KILLED AS A RESULT OF CONSTRUCTION ACTIVITY, IMMEDIATELY STOP WORK WITHIN 50 FEET OF THE NEST OR BIRD AND NOTIFY THE RPR, ENGINEER, AND TxDOT-ENV-PLANNER. IF A BURROWING OWL IS ON HER NEST, AND THAT FEMALE DOES NOT LEAVE THE NEST WHEN APPROACHED, ASSUME THERE ARE EGGS OR CHICKS IN THE HOLE REGARDLESS OF THE TIME OF YEAR. NO WORK MAY OCCUR WITHIN 100 FEET OF AN ACTIVE NEST. THE ACTIVE NEST MUST BE PROTECTED BY ORANGE MESH SAFETY FENCING.
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- GAS METER
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- FIRE HYDRANT
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- CONCRETE MONUMENT
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- CLEANOUT
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%%USYMBOLS:
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%%UDESCRIPTION:
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- FIBER OPTIC LINE
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- TOP/TOE OF SLOPE
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- UNDERGROUND ELECTRICAL LINE
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%%UDESCRIPTION:
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%%USYMBOLS:
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- BRUSH
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- WATER LINE
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- SEWER LINE
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- GAS LINE
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- STORM SEWER MANHOLE
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- STREET SIGN
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- SHRUB/BUSH/HEDGES
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- UTILITY POLE
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- METER POLE OR LIGHT
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- SEWER MANHOLE
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- MAILBOX
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%%UDESCRIPTION:
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S
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%%USYMBOLS:
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- IRRIGATION VALVE
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%%UDESCRIPTION:
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- TELEPHONE PEDESTAL
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- WATER METER
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- WATER VALVE
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- TREE (CANOPY NOT MEASURED
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- TELEPHONE RISER
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- TELEPHONE MANHOLE
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T
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- SPRINKLER HEAD
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WV
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- GAS VALVE
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GV
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UNLESS SHOWN OTHERWISE)
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- TBM BENCHMARK
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- SURVEY CONTROL
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IRR
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- ASPHALT PAVEMENT
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- CONCRETE PAVEMENT
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- GRAVEL PAVEMENT
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SHEET INDEX
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Sheet Number
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Sheet Title
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1
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TITLE SHEET, VICINITY MAP, & LOCATION MAP
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2
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GENERAL NOTES, LEGEND, & SHEET INDEX
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3
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AIRPORT LAYOUT PLAN
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4
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PROJECT LAYOUT PLAN
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5
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PROJECT QUANTITIES
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6
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CSPP NOTES
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7
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CSPP - (RUNWAY OPEN)
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8
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CSPP - (RUNWAY CLOSED)
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9
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RUNWAY PLAN & PROFILE
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10
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CROSS SECTIONS
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11
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PAVEMENT DETAILS I
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12
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PAVEMENT DETAILS II
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13
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EROSION CONTROL PLAN
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14
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STORM WATER POLLUTION PREVENTION PLAN (SW3P)
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15
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TEMPORARY EROSION, SEDIMENT & WATER POLLUTION CONTROL MEASURES (SILT FENCE & CONSTRUCTION EXIT)
STAINLESS STEEL ROD IN SLEEVE COVERED WITH LOGO CAP, 80 FEET NORTH OF TAXIWAY "D" AND 114 FEET EAST OF RUNWAY CENTERLINE.
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BM #3 ELEV.=249.6 (PER NGS DATASHEET) LOCATION:
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STAINLESS STEEL ROD IN SLEEVE COVERED WITH LOGO CAP, 174 FEET NORTH OF TAXIWAY "E" AND 52 FEET EAST OF RUNWAY EDGE.
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RE-ESTABLISH RUNWAY SAFETY AREA
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PRIMARY AIRPORT CONTROL ELEV.=304.3 (PER NGS DATASHEET) LOCATION:
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STAINLESS STEEL ROD IN SLEEVE, 179 FT EAST OF RUNWAY CENTERLINE, 70 FT SOUTH OF T/W ``B" CENTERLINE.``B" CENTERLINE.B" CENTERLINE.
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NOTES: 1. CONTRACTOR SHALL RUN LEVEL LOOP PRIOR TO BEGINNING CONTRACTOR SHALL RUN LEVEL LOOP PRIOR TO BEGINNING CONSTRUCTION, BETWEEN PAC AND ANY OTHER BENCHMARK INTENDED FOR USE. 2. CONTROL LINE BASED UPON RUNWAY CENTERLINE AND ENDS.CONTROL LINE BASED UPON RUNWAY CENTERLINE AND ENDS.
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MATCHLINE A - THIS SHEET
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MATCHLINE A - THIS SHEET
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AVIATION WAY
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RUNWAY 16/34
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PARALLEL TAXIWAY
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BM #2 LOCATION
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T\W D
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REMOVE AND REPAINT EXISTING RUNWAY CENTERLINE MARKINGS (BASE BID)
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REMOVE AND REPAINT EXISTING TOUCHDOWN ZONE MARKINGS (ADD. ALT. BID NO 2)
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REMOVE AND REPAINT EXISTING RUNWAY NUMERALS AND THRESHOLD MARKINGS (ADD. ALT. BID NO 2)
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BM #3 LOCATION
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RUNWAY 16/34
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PARALLEL TAXIWAY
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T\W B
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T\W C
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REMOVE AND REPAINT EXISTING RUNWAY NUMERALS AND THRESHOLD MARKINGS (ADD. ALT. BID NO 1) AS PART OF REMOVING PARTIALLY CLOSED RUNWAY MARKINGS)
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REMOVE AND REPAINT EXISTING TOUCHDOWN ZONE MARKINGS (ADD. ALT. BID NO 1) AS PART OF REMOVING PARTIALLY CLOSED RUNWAY MARKINGS)
PAY ITEM NOTES: : 1. FAA/TXDOT ITEMS DENOTED AS "SPECIAL" REFERENCE PLAN SHEET FAA/TXDOT ITEMS DENOTED AS "SPECIAL" REFERENCE PLAN SHEET DETAILS AND/OR NOTES ONLY, AND DO NOT REFERENCE ANY SPECIFICATION INCLUDED IN THE CONTRACT DOCUMENTS. 2. ITEMS NOT SPECIFICALLY LISTED ON THE BID FORM ARE ITEMS NOT SPECIFICALLY LISTED ON THE BID FORM ARE CONSIDERED SUBSIDIARY TO RELATED ITEMS OF WORK.
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ADDENDUM NO. 1
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2/25/2020
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1
A S S O C I A T E S
®
SHEET
JOB NO.
PROJECT MGR.
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THOMAS HART
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129946
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CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) NOTES: 1. AIRPORT INFORMATION: AIRPORT INFORMATION: : A. AIRPORT NAME: BRENHAM MUNICIPAL AIRPORT AIRPORT NAME: BRENHAM MUNICIPAL AIRPORT BRENHAM MUNICIPAL AIRPORT B. FAA IDENTIFIER: 11R FAA IDENTIFIER: 11R 11R C. AIRPORT CTAF/UNICOM: 123.075 AIRPORT CTAF/UNICOM: 123.075 123.075 D. AIRPORT OWNER: CITY OF BRENHAM AIRPORT OWNER: CITY OF BRENHAM CITY OF BRENHAM E. AIRPORT OPERATOR NAME: KIM HODDE AIRPORT OPERATOR NAME: KIM HODDE KIM HODDE F. PHONE NUMBER: (979) 337-7212 PHONE NUMBER: (979) 337-7212 (979) 337-7212 G. RPR NAME: TBD RPR NAME: TBD TBD PHONE NUMBER: TBD TBD 2. DEFINITIONS: DEFINITIONS: A. NOTICE TO AIRMEN (NOTAM): DEFINED AS A NOTICE CONTAINING NOTICE TO AIRMEN (NOTAM): DEFINED AS A NOTICE CONTAINING TO AIRMEN (NOTAM): DEFINED AS A NOTICE CONTAINING TO AIRMEN (NOTAM): DEFINED AS A NOTICE CONTAINING AIRMEN (NOTAM): DEFINED AS A NOTICE CONTAINING AIRMEN (NOTAM): DEFINED AS A NOTICE CONTAINING (NOTAM): DEFINED AS A NOTICE CONTAINING (NOTAM): DEFINED AS A NOTICE CONTAINING DEFINED AS A NOTICE CONTAINING DEFINED AS A NOTICE CONTAINING AS A NOTICE CONTAINING AS A NOTICE CONTAINING A NOTICE CONTAINING A NOTICE CONTAINING NOTICE CONTAINING NOTICE CONTAINING CONTAINING CONTAINING INFORMATION (NOT KNOWN SUFFICIENTLY IN ADVANCE TO (NOT KNOWN SUFFICIENTLY IN ADVANCE TO (NOT KNOWN SUFFICIENTLY IN ADVANCE TO KNOWN SUFFICIENTLY IN ADVANCE TO KNOWN SUFFICIENTLY IN ADVANCE TO SUFFICIENTLY IN ADVANCE TO SUFFICIENTLY IN ADVANCE TO IN ADVANCE TO IN ADVANCE TO ADVANCE TO ADVANCE TO TO TO PUBLICIZE BY OTHER MEANS) CONCERNING THE ESTABLISHMENT, BY OTHER MEANS) CONCERNING THE ESTABLISHMENT, BY OTHER MEANS) CONCERNING THE ESTABLISHMENT, OTHER MEANS) CONCERNING THE ESTABLISHMENT, OTHER MEANS) CONCERNING THE ESTABLISHMENT, MEANS) CONCERNING THE ESTABLISHMENT, MEANS) CONCERNING THE ESTABLISHMENT, CONCERNING THE ESTABLISHMENT, CONCERNING THE ESTABLISHMENT, THE ESTABLISHMENT, THE ESTABLISHMENT, ESTABLISHMENT, ESTABLISHMENT, CONDITION, OR CHANGE IN ANY COMPONENT (FACILITY, SERVICE, OR CHANGE IN ANY COMPONENT (FACILITY, SERVICE, OR CHANGE IN ANY COMPONENT (FACILITY, SERVICE, CHANGE IN ANY COMPONENT (FACILITY, SERVICE, CHANGE IN ANY COMPONENT (FACILITY, SERVICE, IN ANY COMPONENT (FACILITY, SERVICE, IN ANY COMPONENT (FACILITY, SERVICE, ANY COMPONENT (FACILITY, SERVICE, ANY COMPONENT (FACILITY, SERVICE, COMPONENT (FACILITY, SERVICE, COMPONENT (FACILITY, SERVICE, (FACILITY, SERVICE, (FACILITY, SERVICE, SERVICE, SERVICE, OR PROCEDURE OF, OR HAZARD IN THE NATIONAL AIRSPACE PROCEDURE OF, OR HAZARD IN THE NATIONAL AIRSPACE PROCEDURE OF, OR HAZARD IN THE NATIONAL AIRSPACE OF, OR HAZARD IN THE NATIONAL AIRSPACE OF, OR HAZARD IN THE NATIONAL AIRSPACE OR HAZARD IN THE NATIONAL AIRSPACE OR HAZARD IN THE NATIONAL AIRSPACE HAZARD IN THE NATIONAL AIRSPACE HAZARD IN THE NATIONAL AIRSPACE IN THE NATIONAL AIRSPACE IN THE NATIONAL AIRSPACE THE NATIONAL AIRSPACE THE NATIONAL AIRSPACE NATIONAL AIRSPACE NATIONAL AIRSPACE AIRSPACE AIRSPACE SYSTEM) THE TIMELY KNOWLEDGE OF WHICH IS ESSENTIAL TO THE TIMELY KNOWLEDGE OF WHICH IS ESSENTIAL TO THE TIMELY KNOWLEDGE OF WHICH IS ESSENTIAL TO TIMELY KNOWLEDGE OF WHICH IS ESSENTIAL TO TIMELY KNOWLEDGE OF WHICH IS ESSENTIAL TO KNOWLEDGE OF WHICH IS ESSENTIAL TO KNOWLEDGE OF WHICH IS ESSENTIAL TO OF WHICH IS ESSENTIAL TO OF WHICH IS ESSENTIAL TO WHICH IS ESSENTIAL TO WHICH IS ESSENTIAL TO IS ESSENTIAL TO IS ESSENTIAL TO ESSENTIAL TO ESSENTIAL TO TO TO PERSONNEL CONCERNED WITH FLIGHT OPERATIONS. NOTAMS CAN CONCERNED WITH FLIGHT OPERATIONS. NOTAMS CAN CONCERNED WITH FLIGHT OPERATIONS. NOTAMS CAN WITH FLIGHT OPERATIONS. NOTAMS CAN WITH FLIGHT OPERATIONS. NOTAMS CAN FLIGHT OPERATIONS. NOTAMS CAN FLIGHT OPERATIONS. NOTAMS CAN OPERATIONS. NOTAMS CAN OPERATIONS. NOTAMS CAN NOTAMS CAN NOTAMS CAN CAN CAN BE VIEWED AT HTTPS://PILOTWEB.NAS.FAA.GOV/PILOTWEB/ B. OBJECT FREE AREA (OFA): AN AREA ON THE GROUND CENTERED OBJECT FREE AREA (OFA): AN AREA ON THE GROUND CENTERED FREE AREA (OFA): AN AREA ON THE GROUND CENTERED FREE AREA (OFA): AN AREA ON THE GROUND CENTERED AREA (OFA): AN AREA ON THE GROUND CENTERED AREA (OFA): AN AREA ON THE GROUND CENTERED (OFA): AN AREA ON THE GROUND CENTERED (OFA): AN AREA ON THE GROUND CENTERED AN AREA ON THE GROUND CENTERED AN AREA ON THE GROUND CENTERED AREA ON THE GROUND CENTERED AREA ON THE GROUND CENTERED ON THE GROUND CENTERED ON THE GROUND CENTERED THE GROUND CENTERED THE GROUND CENTERED GROUND CENTERED GROUND CENTERED CENTERED CENTERED ON THE RUNWAY, TAXIWAY, OR TAXILANE CENTERLINE PROVIDED THE RUNWAY, TAXIWAY, OR TAXILANE CENTERLINE PROVIDED THE RUNWAY, TAXIWAY, OR TAXILANE CENTERLINE PROVIDED RUNWAY, TAXIWAY, OR TAXILANE CENTERLINE PROVIDED RUNWAY, TAXIWAY, OR TAXILANE CENTERLINE PROVIDED TAXIWAY, OR TAXILANE CENTERLINE PROVIDED TAXIWAY, OR TAXILANE CENTERLINE PROVIDED OR TAXILANE CENTERLINE PROVIDED OR TAXILANE CENTERLINE PROVIDED TAXILANE CENTERLINE PROVIDED TAXILANE CENTERLINE PROVIDED CENTERLINE PROVIDED CENTERLINE PROVIDED PROVIDED PROVIDED TO ENHANCE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE ENHANCE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE ENHANCE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE SAFETY OF AIRCRAFT OPERATIONS BY HAVING THE OF AIRCRAFT OPERATIONS BY HAVING THE OF AIRCRAFT OPERATIONS BY HAVING THE AIRCRAFT OPERATIONS BY HAVING THE AIRCRAFT OPERATIONS BY HAVING THE OPERATIONS BY HAVING THE OPERATIONS BY HAVING THE BY HAVING THE BY HAVING THE HAVING THE HAVING THE THE THE AREA FREE OF OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED FREE OF OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED FREE OF OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED OF OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED OF OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED OBJECTS EXCEPT FOR THOSE OBJECTS THAT NEED EXCEPT FOR THOSE OBJECTS THAT NEED EXCEPT FOR THOSE OBJECTS THAT NEED FOR THOSE OBJECTS THAT NEED FOR THOSE OBJECTS THAT NEED THOSE OBJECTS THAT NEED THOSE OBJECTS THAT NEED OBJECTS THAT NEED OBJECTS THAT NEED THAT NEED THAT NEED NEED NEED TO BE LOCATED IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT BE LOCATED IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT BE LOCATED IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT LOCATED IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT LOCATED IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT IN THE OFA FOR AIR NAVIGATION OR AIRCRAFT THE OFA FOR AIR NAVIGATION OR AIRCRAFT THE OFA FOR AIR NAVIGATION OR AIRCRAFT OFA FOR AIR NAVIGATION OR AIRCRAFT OFA FOR AIR NAVIGATION OR AIRCRAFT FOR AIR NAVIGATION OR AIRCRAFT FOR AIR NAVIGATION OR AIRCRAFT AIR NAVIGATION OR AIRCRAFT AIR NAVIGATION OR AIRCRAFT NAVIGATION OR AIRCRAFT NAVIGATION OR AIRCRAFT OR AIRCRAFT OR AIRCRAFT AIRCRAFT AIRCRAFT GROUND MANEUVERING PURPOSES. C. OBSTACLE FREE ZONE (OFZ): THE AIRSPACE BELOW 150 FT OBSTACLE FREE ZONE (OFZ): THE AIRSPACE BELOW 150 FT FREE ZONE (OFZ): THE AIRSPACE BELOW 150 FT FREE ZONE (OFZ): THE AIRSPACE BELOW 150 FT ZONE (OFZ): THE AIRSPACE BELOW 150 FT ZONE (OFZ): THE AIRSPACE BELOW 150 FT (OFZ): THE AIRSPACE BELOW 150 FT (OFZ): THE AIRSPACE BELOW 150 FT THE AIRSPACE BELOW 150 FT THE AIRSPACE BELOW 150 FT AIRSPACE BELOW 150 FT AIRSPACE BELOW 150 FT BELOW 150 FT BELOW 150 FT 150 FT 150 FT FT FT ABOVE THE ESTABLISHED AIRPORT ELEVATION AND ALONG THE THE ESTABLISHED AIRPORT ELEVATION AND ALONG THE THE ESTABLISHED AIRPORT ELEVATION AND ALONG THE ESTABLISHED AIRPORT ELEVATION AND ALONG THE ESTABLISHED AIRPORT ELEVATION AND ALONG THE AIRPORT ELEVATION AND ALONG THE AIRPORT ELEVATION AND ALONG THE ELEVATION AND ALONG THE ELEVATION AND ALONG THE AND ALONG THE AND ALONG THE ALONG THE ALONG THE THE THE RUNWAY AND EXTENDED RUNWAY CENTERLINE THAT IS REQUIRED AND EXTENDED RUNWAY CENTERLINE THAT IS REQUIRED AND EXTENDED RUNWAY CENTERLINE THAT IS REQUIRED EXTENDED RUNWAY CENTERLINE THAT IS REQUIRED EXTENDED RUNWAY CENTERLINE THAT IS REQUIRED RUNWAY CENTERLINE THAT IS REQUIRED RUNWAY CENTERLINE THAT IS REQUIRED CENTERLINE THAT IS REQUIRED CENTERLINE THAT IS REQUIRED THAT IS REQUIRED THAT IS REQUIRED IS REQUIRED IS REQUIRED REQUIRED REQUIRED TO BE CLEAR OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL BE CLEAR OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL BE CLEAR OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL CLEAR OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL CLEAR OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL OF ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL ALL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL OBJECTS, EXCEPT FOR FRANGIBLE VISUAL EXCEPT FOR FRANGIBLE VISUAL EXCEPT FOR FRANGIBLE VISUAL FOR FRANGIBLE VISUAL FOR FRANGIBLE VISUAL FRANGIBLE VISUAL FRANGIBLE VISUAL VISUAL VISUAL NAVAIDS THAT NEED TO BE LOCATED IN THE OFZ BECAUSE OF THAT NEED TO BE LOCATED IN THE OFZ BECAUSE OF THAT NEED TO BE LOCATED IN THE OFZ BECAUSE OF NEED TO BE LOCATED IN THE OFZ BECAUSE OF NEED TO BE LOCATED IN THE OFZ BECAUSE OF TO BE LOCATED IN THE OFZ BECAUSE OF TO BE LOCATED IN THE OFZ BECAUSE OF BE LOCATED IN THE OFZ BECAUSE OF BE LOCATED IN THE OFZ BECAUSE OF LOCATED IN THE OFZ BECAUSE OF LOCATED IN THE OFZ BECAUSE OF IN THE OFZ BECAUSE OF IN THE OFZ BECAUSE OF THE OFZ BECAUSE OF THE OFZ BECAUSE OF OFZ BECAUSE OF OFZ BECAUSE OF BECAUSE OF BECAUSE OF OF OF THEIR FUNCTION, IN ORDER TO PROVIDE CLEARANCE PROTECTION FUNCTION, IN ORDER TO PROVIDE CLEARANCE PROTECTION FUNCTION, IN ORDER TO PROVIDE CLEARANCE PROTECTION IN ORDER TO PROVIDE CLEARANCE PROTECTION IN ORDER TO PROVIDE CLEARANCE PROTECTION ORDER TO PROVIDE CLEARANCE PROTECTION ORDER TO PROVIDE CLEARANCE PROTECTION TO PROVIDE CLEARANCE PROTECTION TO PROVIDE CLEARANCE PROTECTION PROVIDE CLEARANCE PROTECTION PROVIDE CLEARANCE PROTECTION CLEARANCE PROTECTION CLEARANCE PROTECTION PROTECTION PROTECTION FOR AIRCRAFT LANDING OR TAKING OFF FROM THE RUNWAY AND AIRCRAFT LANDING OR TAKING OFF FROM THE RUNWAY AND AIRCRAFT LANDING OR TAKING OFF FROM THE RUNWAY AND LANDING OR TAKING OFF FROM THE RUNWAY AND LANDING OR TAKING OFF FROM THE RUNWAY AND OR TAKING OFF FROM THE RUNWAY AND OR TAKING OFF FROM THE RUNWAY AND TAKING OFF FROM THE RUNWAY AND TAKING OFF FROM THE RUNWAY AND OFF FROM THE RUNWAY AND OFF FROM THE RUNWAY AND FROM THE RUNWAY AND FROM THE RUNWAY AND THE RUNWAY AND THE RUNWAY AND RUNWAY AND RUNWAY AND AND AND FOR MISSED APPROACHES. THE OFZ IS SUBDIVIDED AS FOLLOWS: MISSED APPROACHES. THE OFZ IS SUBDIVIDED AS FOLLOWS: MISSED APPROACHES. THE OFZ IS SUBDIVIDED AS FOLLOWS: APPROACHES. THE OFZ IS SUBDIVIDED AS FOLLOWS: APPROACHES. THE OFZ IS SUBDIVIDED AS FOLLOWS: THE OFZ IS SUBDIVIDED AS FOLLOWS: THE OFZ IS SUBDIVIDED AS FOLLOWS: OFZ IS SUBDIVIDED AS FOLLOWS: OFZ IS SUBDIVIDED AS FOLLOWS: IS SUBDIVIDED AS FOLLOWS: IS SUBDIVIDED AS FOLLOWS: SUBDIVIDED AS FOLLOWS: SUBDIVIDED AS FOLLOWS: AS FOLLOWS: AS FOLLOWS: FOLLOWS: FOLLOWS: RUNWAY OFZ (ROFZ), INNER APPROACH OFZ, INNER TRANSITIONAL OFZ (ROFZ), INNER APPROACH OFZ, INNER TRANSITIONAL OFZ (ROFZ), INNER APPROACH OFZ, INNER TRANSITIONAL (ROFZ), INNER APPROACH OFZ, INNER TRANSITIONAL (ROFZ), INNER APPROACH OFZ, INNER TRANSITIONAL INNER APPROACH OFZ, INNER TRANSITIONAL INNER APPROACH OFZ, INNER TRANSITIONAL APPROACH OFZ, INNER TRANSITIONAL APPROACH OFZ, INNER TRANSITIONAL OFZ, INNER TRANSITIONAL OFZ, INNER TRANSITIONAL INNER TRANSITIONAL INNER TRANSITIONAL TRANSITIONAL TRANSITIONAL OFZ, AND PRECISION OFZ (POFZ). REFER TO CURRENT EDITION AND PRECISION OFZ (POFZ). REFER TO CURRENT EDITION AND PRECISION OFZ (POFZ). REFER TO CURRENT EDITION PRECISION OFZ (POFZ). REFER TO CURRENT EDITION PRECISION OFZ (POFZ). REFER TO CURRENT EDITION OFZ (POFZ). REFER TO CURRENT EDITION OFZ (POFZ). REFER TO CURRENT EDITION (POFZ). REFER TO CURRENT EDITION (POFZ). REFER TO CURRENT EDITION REFER TO CURRENT EDITION REFER TO CURRENT EDITION TO CURRENT EDITION TO CURRENT EDITION CURRENT EDITION CURRENT EDITION EDITION EDITION OF FAA AC NO. 150/5300-13 FOR GUIDANCE ON OFZ. D. RUNWAY SAFETY AREA (RSA): A DEFINED SURFACE SURROUNDING RUNWAY SAFETY AREA (RSA): A DEFINED SURFACE SURROUNDING SAFETY AREA (RSA): A DEFINED SURFACE SURROUNDING SAFETY AREA (RSA): A DEFINED SURFACE SURROUNDING AREA (RSA): A DEFINED SURFACE SURROUNDING AREA (RSA): A DEFINED SURFACE SURROUNDING (RSA): A DEFINED SURFACE SURROUNDING (RSA): A DEFINED SURFACE SURROUNDING A DEFINED SURFACE SURROUNDING A DEFINED SURFACE SURROUNDING DEFINED SURFACE SURROUNDING DEFINED SURFACE SURROUNDING SURFACE SURROUNDING SURFACE SURROUNDING SURROUNDING SURROUNDING THE RUNWAY PREPARED OR SUITABLE FOR REDUCING THE RISK RUNWAY PREPARED OR SUITABLE FOR REDUCING THE RISK RUNWAY PREPARED OR SUITABLE FOR REDUCING THE RISK PREPARED OR SUITABLE FOR REDUCING THE RISK PREPARED OR SUITABLE FOR REDUCING THE RISK OR SUITABLE FOR REDUCING THE RISK OR SUITABLE FOR REDUCING THE RISK SUITABLE FOR REDUCING THE RISK SUITABLE FOR REDUCING THE RISK FOR REDUCING THE RISK FOR REDUCING THE RISK REDUCING THE RISK REDUCING THE RISK THE RISK THE RISK RISK RISK OF DAMAGE TO AIRPLANES IN THE EVENT OF AN UNDERSHOOT, DAMAGE TO AIRPLANES IN THE EVENT OF AN UNDERSHOOT, DAMAGE TO AIRPLANES IN THE EVENT OF AN UNDERSHOOT, TO AIRPLANES IN THE EVENT OF AN UNDERSHOOT, TO AIRPLANES IN THE EVENT OF AN UNDERSHOOT, AIRPLANES IN THE EVENT OF AN UNDERSHOOT, AIRPLANES IN THE EVENT OF AN UNDERSHOOT, IN THE EVENT OF AN UNDERSHOOT, IN THE EVENT OF AN UNDERSHOOT, THE EVENT OF AN UNDERSHOOT, THE EVENT OF AN UNDERSHOOT, EVENT OF AN UNDERSHOOT, EVENT OF AN UNDERSHOOT, OF AN UNDERSHOOT, OF AN UNDERSHOOT, AN UNDERSHOOT, AN UNDERSHOOT, UNDERSHOOT, UNDERSHOOT, OVERSHOOT, OR EXCURSION FROM THE RUNWAY, IN ACCORDANCE OR EXCURSION FROM THE RUNWAY, IN ACCORDANCE OR EXCURSION FROM THE RUNWAY, IN ACCORDANCE EXCURSION FROM THE RUNWAY, IN ACCORDANCE EXCURSION FROM THE RUNWAY, IN ACCORDANCE FROM THE RUNWAY, IN ACCORDANCE FROM THE RUNWAY, IN ACCORDANCE THE RUNWAY, IN ACCORDANCE THE RUNWAY, IN ACCORDANCE RUNWAY, IN ACCORDANCE RUNWAY, IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH AC 150/5300-13. E. TAXIWAY SAFETY AREA (TSA): A DEFINED SURFACE ALONGSIDE THE TAXIWAY SAFETY AREA (TSA): A DEFINED SURFACE ALONGSIDE THE SAFETY AREA (TSA): A DEFINED SURFACE ALONGSIDE THE SAFETY AREA (TSA): A DEFINED SURFACE ALONGSIDE THE AREA (TSA): A DEFINED SURFACE ALONGSIDE THE AREA (TSA): A DEFINED SURFACE ALONGSIDE THE (TSA): A DEFINED SURFACE ALONGSIDE THE (TSA): A DEFINED SURFACE ALONGSIDE THE A DEFINED SURFACE ALONGSIDE THE A DEFINED SURFACE ALONGSIDE THE DEFINED SURFACE ALONGSIDE THE DEFINED SURFACE ALONGSIDE THE SURFACE ALONGSIDE THE SURFACE ALONGSIDE THE ALONGSIDE THE ALONGSIDE THE THE THE TAXIWAY PREPARED OR SUITABLE FOR REDUCING THE RISK OF PREPARED OR SUITABLE FOR REDUCING THE RISK OF PREPARED OR SUITABLE FOR REDUCING THE RISK OF OR SUITABLE FOR REDUCING THE RISK OF OR SUITABLE FOR REDUCING THE RISK OF SUITABLE FOR REDUCING THE RISK OF SUITABLE FOR REDUCING THE RISK OF FOR REDUCING THE RISK OF FOR REDUCING THE RISK OF REDUCING THE RISK OF REDUCING THE RISK OF THE RISK OF THE RISK OF RISK OF RISK OF OF OF DAMAGE TO AN AIRPLANE UNINTENTIONALLY DEPARTING THE TO AN AIRPLANE UNINTENTIONALLY DEPARTING THE TO AN AIRPLANE UNINTENTIONALLY DEPARTING THE AN AIRPLANE UNINTENTIONALLY DEPARTING THE AN AIRPLANE UNINTENTIONALLY DEPARTING THE AIRPLANE UNINTENTIONALLY DEPARTING THE AIRPLANE UNINTENTIONALLY DEPARTING THE UNINTENTIONALLY DEPARTING THE UNINTENTIONALLY DEPARTING THE DEPARTING THE DEPARTING THE THE THE TAXIWAY, IN ACCORDANCE WITH AC 150/5300-13. 3. COMMONLY USED TERMS: COMMONLY USED TERMS: A. AC -- ADVISORY CIRCULAR AC -- ADVISORY CIRCULAR B. CFR -- CODE OF FEDERAL REGULATIONS CFR -- CODE OF FEDERAL REGULATIONS C. CSPP -- CONSTRUCTION SAFETY AND PHASING PLAN CSPP -- CONSTRUCTION SAFETY AND PHASING PLAN D. CTAF -- COMMON TRAFFIC ADVISORY FREQUENCY CTAF -- COMMON TRAFFIC ADVISORY FREQUENCY E. FAA -- FEDERAL AVIATION ADMINISTRATION FAA -- FEDERAL AVIATION ADMINISTRATION F. FOD -- FOREIGN OBJECT DEBRIS FOD -- FOREIGN OBJECT DEBRIS G. RPR -- RESIDENT PROJECT REPRESENTATIVE RPR -- RESIDENT PROJECT REPRESENTATIVE H. ROFA -- RUNWAY OBJECT FREE AREA ROFA -- RUNWAY OBJECT FREE AREA I. ROFZ -- RUNWAY OBSTACLE FREE ZONE ROFZ -- RUNWAY OBSTACLE FREE ZONE J. RSA -- RUNWAY SAFETY AREA RSA -- RUNWAY SAFETY AREA K. TOFA -- TAXIWAY/TAXILANE OBJECT FREE AREA TOFA -- TAXIWAY/TAXILANE OBJECT FREE AREA L. TSA -- TAXIWAY/TAXILANE SAFETY AREA TSA -- TAXIWAY/TAXILANE SAFETY AREA M. TxDOT -- TEXAS DEPARTMENT OF TRANSPORTATION AVIATION TxDOT -- TEXAS DEPARTMENT OF TRANSPORTATION AVIATION -- TEXAS DEPARTMENT OF TRANSPORTATION AVIATION -- TEXAS DEPARTMENT OF TRANSPORTATION AVIATION TEXAS DEPARTMENT OF TRANSPORTATION AVIATION TEXAS DEPARTMENT OF TRANSPORTATION AVIATION DEPARTMENT OF TRANSPORTATION AVIATION DEPARTMENT OF TRANSPORTATION AVIATION OF TRANSPORTATION AVIATION OF TRANSPORTATION AVIATION TRANSPORTATION AVIATION TRANSPORTATION AVIATION AVIATION AVIATION DIVISION COORDINATION: 4. CONTRACTOR SHALL PROVIDE THE ENGINEER A PROJECT CONTRACTOR SHALL PROVIDE THE ENGINEER A PROJECT CONSTRUCTION SCHEDULE BY PHASE AT LEAST 4 DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. THIS SCHEDULE WILL BE REVIEWED BY TxDOT, AIRPORT OPERATOR, AND ENGINEER, THEN DISCUSSED AT THE PRE-CONSTRUCTION CONFERENCE. A FINAL PROJECT SCHEDULE, IS REQUIRED TO BE SENT TO THE ENGINEER NO LATER THAN 10 CALENDAR DAYS AFTER THE NOTICE TO PROCEED DATE. 5. CONTRACTOR'S PROJECT SCHEDULE SHOULD BE COMPLETED IN CONTRACTOR'S PROJECT SCHEDULE SHOULD BE COMPLETED IN MICROSOFT PROJECT OR SIMILAR SCHEDULING SOFTWARE. CONTRACTOR SHALL UPDATE THIS PROJECT SCHEDULE EVERY MONTH AND SUBMIT WITH EACH PAY REQUEST SUBMITTAL. PAY REQUEST WILL NOT BE APPROVED UNTIL AN UPDATED SCHEDULE IS SUBMITTED. THIS IS DONE TO KEEP ALL PARTIES AWARE OF MONTH TO MONTH CONSTRUCTION PROGRESS. 6. A PRE-CONSTRUCTION MEETING WILL BE HELD FOR THE PROJECT TO A PRE-CONSTRUCTION MEETING WILL BE HELD FOR THE PROJECT TO DISCUSS AIRPORT SAFETY, CONSTRUCTION, PHASING AND SEQUENCING, AIRPORT SECURITY, CONSTRUCTION TESTING, AND OTHER RELEVANT PROJECT MATTERS. 7. WEEKLY CONSTRUCTION PROGRESS MEETINGS WELL BE HELD WITH WEEKLY CONSTRUCTION PROGRESS MEETINGS WELL BE HELD WITH THE CONTRACTOR, ENGINEER, AIRPORT MANAGER, RPR, AND TxDOT PROJECT MANAGER IN ATTENDANCE. AGENDA ITEMS REQUIRED INCLUDE AT A MINIMUM: CONSTRUCTION UPDATE FROM PREVIOUS WEEK CONSTRUCTION ACTIVITY FOR NEXT TWO WEEKS ISSUES/NEEDS TO BE ADDRESSED COORDINATION OF NOTAMS 8. CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY FOR CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF AIRPORT HAZARDOUS LIGHTING AND BARRICADES. THE CONTRACTOR SHALL SUBMIT A LIST OF EMERGENCY CONTACTS TO THE ENGINEER (IN THE ORDER IN WHICH THEY SHOULD BE CALLED) PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. PHASING: 9. IF THE CONTRACTOR HAS A RECOMMENDED CHANGE TO THE PROJECT IF THE CONTRACTOR HAS A RECOMMENDED CHANGE TO THE PROJECT PHASING, THOSE RECOMMENDATIONS SHALL BE DETAILED AND SUBMITTED FOR APPROVAL THROUGH THE ENGINEER. FAA NOTIFICATION REGARDING ANY PHASING CHANGES TO THE PREVIOUSLY SUBMITTED CSPP SHALL BE MADE BY THE CONTRACTOR. 10. CONTRACTOR STAGING AREAS AND ACCESS/HAUL ROUTES ARE SHOWN CONTRACTOR STAGING AREAS AND ACCESS/HAUL ROUTES ARE SHOWN ON CSPP SHEETS. AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY: 11. AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ARE SHOWN ON AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ARE SHOWN ON THE SHEET TITLED ``PROJECT LAYOUT PLAN" AND SHEETS TITLED ``PROJECT LAYOUT PLAN" AND SHEETS TITLED PROJECT LAYOUT PLAN" AND SHEETS TITLED " AND SHEETS TITLED ``CSPP". CSPP". 12. THIS PROJECT INCLUDES A PARTIALLY CLOSED RUNWAY AND IS THIS PROJECT INCLUDES A PARTIALLY CLOSED RUNWAY AND IS SHOWN ON SHEET TITLED ``PARTIALLY CLOSED RUNWAY - ADDITIVE ``PARTIALLY CLOSED RUNWAY - ADDITIVE PARTIALLY CLOSED RUNWAY - ADDITIVE ALTERNATE BID NO. 1". ". PROTECTION OF NAVIGATION AIDS (NAVAIDS): 13. WHILE THERE IS A PARTIALLY CLOSED RUNWAY, THE PAPIs ON RW 16 WHILE THERE IS A PARTIALLY CLOSED RUNWAY, THE PAPIs ON RW 16 WILL NOT BY OPERATING. CONTRACTOR ACCESS: 14. IN ACCORDANCE WITH AC 150/5370-2, STOCKPILED MATERIALS AND IN ACCORDANCE WITH AC 150/5370-2, STOCKPILED MATERIALS AND EQUIPMENT STORAGE ARE NOT PERMITTED WITHIN THE RSA AND ROFZ, AND IF POSSIBLE SHOULD NOT BE PERMITTED WITHIN THE ROFA OF AN OPERATIONAL RUNWAY. THE CONTRACTOR MUST ENSURE THAT STOCKPILED MATERIALS AND EQUIPMENT ADJACENT TO THESE AREAS ARE PROMINENTLY MARKED AND LIGHTED DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. THIS INCLUDES DETERMINING AND VERIFYING THAT MATERIALS ARE STABILIZED AND STORED AT AN APPROVED LOCATION SO AS NOT TO BE A HAZARD TO AIRCRAFT OPERATIONS AND TO PREVENT ATTRACTION OF WILDLIFE AND DEVELOPMENT OF FOD. 15. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT AS A RESULT OF AIRCRAFT BLAST OR WIND. MATERIAL SHALL NOT BE STORED NEAR AIRCRAFT TURNING AREAS OR MOVEMENT AREAS. 16. STOCKPILES SHALL NOT BE PLACED WITHIN ANY WATER OF THE STOCKPILES SHALL NOT BE PLACED WITHIN ANY WATER OF THE UNITED STATES, INCLUDING WETLANDS. 17. CONSTRUCTION VEHICLES, CONSTRUCTION EQUIPMENT, OPEN CONSTRUCTION VEHICLES, CONSTRUCTION EQUIPMENT, OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH 3'X3' ORANGE AND WHITE CHECKERED FLAGS OR FLASHING YELLOW LIGHTS (ACCEPTABLE TO THE AIRPORT OPERATOR AND THE ENGINEER). 18. CONTRACTOR SHALL REFRAIN FROM OPERATING EQUIPMENT ON CONTRACTOR SHALL REFRAIN FROM OPERATING EQUIPMENT ON AIRFIELD PAVEMENT (I.E. RUNWAYS, TAXIWAYS, APRON, ETC.) EXCEPT AS ABSOLUTELY NECESSARY TO CONSTRUCT PROJECT IMPROVEMENTS. ANY AREAS DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 19. CONTRACTOR ACCESS IS SHOWN ON SHEETS TITLED ``CSPP". ANY CONTRACTOR ACCESS IS SHOWN ON SHEETS TITLED ``CSPP". ANY ``CSPP". ANY CSPP". ANY MODIFICATION OF THE ACCESS ROUTE SHOWN ON THE DRAWINGS SHALL HAVE WRITTEN APPROVAL OF THE AIRPORT MANAGER AND ENGINEER. 20. IN ACCORDANCE WITH FAA AC 150/5210-5D, ALL VEHICLES AND IN ACCORDANCE WITH FAA AC 150/5210-5D, ALL VEHICLES AND CONSTRUCTION EQUIPMENT SHALL BE EQUIPPED WITH A YELLOW FLASHING LIGHT MOUNTED TO THE UPPERMOST PART OF THE VEHICLE STRUCTURE. A STEADY YELLOW LIGHT DESIGNATES VEHICLES LIMITED TO NON-MOVEMENT AREAS. THE LIGHT MUST BE VISIBLE FROM ANY DIRECTION, DAY AND NIGHT, INCLUDING FROM THE AIR. 21. ACTIVE PARTIAL RUNWAY ONLY: ALL EQUIPMENT HEIGHT SHALL BE 20' ACTIVE PARTIAL RUNWAY ONLY: ALL EQUIPMENT HEIGHT SHALL BE 20' OR LESS AT SOUTH END OF 420' RUNWAY WORK AREA. COORDINATE WITH ENGINEER FOR MAXIMUM EQUIPMENT HEIGHT IN OTHER AREAS. WILDLIFE MANAGEMENT: 22. CONTRACTOR SHALL MINIMIZE TRASH, STANDING WATER, TALL GRASS CONTRACTOR SHALL MINIMIZE TRASH, STANDING WATER, TALL GRASS AND OTHER FOD TO AVOID ATTRACTING WILDLIFE TO SITE. 23. CONTRACTOR SHALL CONTACT THE AIRPORT MANAGER IN THE EVENT CONTRACTOR SHALL CONTACT THE AIRPORT MANAGER IN THE EVENT OF A WILDLIFE ENCOUNTER. FOREIGN OBJECT DEBRIS (FOD): 24. WASTE AND LOOSE MATERIALS, COMMONLY REFERRED TO AS FOD, WASTE AND LOOSE MATERIALS, COMMONLY REFERRED TO AS FOD, ARE CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS, AND JET ENGINES. THE CONTRACTOR SHALL NOT LEAVE OR PLACE FOD ON OR NEAR ACTIVE AIRCRAFT MOVEMENT AREAS. FOD TRACKED ONTO THESE AREAS MUST BE CONTINUOUSLY REMOVED BY THE CONTRACTOR DURING CONSTRUCTION. 25. CONTRACTOR SHALL USE A PAVEMENT SWEEPER (WITH PLASTIC CONTRACTOR SHALL USE A PAVEMENT SWEEPER (WITH PLASTIC BRISTLES ONLY) OR VACUUM TRUCK TO CLEAN AIRFIELD PAVEMENT BEFORE REOPENING CLOSED AREAS. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT: 26. IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA WILL CEASE AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND TXDOT PROJECT MANAGER. 27. THE CONTRACTOR SHALL PREPARE AND SUBMIT A SAFETY PLAN THE CONTRACTOR SHALL PREPARE AND SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) COMPLYING WITH CURRENT EDITION OF FAA AC NO. 150/5370-2, ``OPERATIONAL SAFETY ON AIRPORTS ``OPERATIONAL SAFETY ON AIRPORTS OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" TO THE TxDOT PROJECT MANAGER AND ENGINEER. NOTIFICATION OF CONSTRUCTION ACTIVITIES: 28. ALL CONTRACTOR OPERATIONS WITHIN THE AIRPORT PROPERTY SHALL ALL CONTRACTOR OPERATIONS WITHIN THE AIRPORT PROPERTY SHALL BE SCHEDULED AND COORDINATED THROUGH THE RPR AND AIRPORT OPERATOR A MINIMUM OF 48 HOURS PRIOR TO COMMENCING OPERATIONS. 29. NOTAM'S WILL BE ISSUED BY THE AIRPORT OPERATOR AS NECESSARY. NOTAM'S WILL BE ISSUED BY THE AIRPORT OPERATOR AS NECESSARY. ONLY THE AIRPORT OPERATOR MAY INITIATE OR CANCEL NOTAMS ON AIRPORT CONDITIONS AND IS THE ONLY ENTITY THAT CAN CLOSE OR OPEN A RUNWAY. THE AIRPORT OPERATOR MUST COORDINATE THE ISSUANCE, MAINTENANCE, AND CANCELLATION OF NOTAMS ABOUT AIRPORT CONDITIONS RESULTING FROM CONSTRUCTION ACTIVITIES WITH TENANTS AND THE LOCAL AIR TRAFFIC FACILITY (CONTROL TOWER, APPROACH CONTROL, OR AIR TRAFFIC CONTROL CENTER), AND MUST EITHER ENTER THE NOTAM INTO NOTAM MANAGER, OR PROVIDE INFORMATION ON CLOSED OR HAZARDOUS CONDITIONS ON AIRPORT MOVEMENT AREAS TO THE FAA FLIGHT SERVICE STATION (FSS) SO IT CAN ISSUE A NOTAM. 30. CONTRACTOR SHALL NOTIFY THE RPR OF AIRPORT/RUNWAY CLOSURES CONTRACTOR SHALL NOTIFY THE RPR OF AIRPORT/RUNWAY CLOSURES A MINIMUM OF TWO WEEKS IN ADVANCE OF THE CLOSURE. NOTIFICATION OF CONSTRUCTION ACTIVITIES (CONT'D): 31. CONTRACTOR SHALL SUPPLY A LIST OF RESPONSIBLE CONTRACTOR SHALL SUPPLY A LIST OF RESPONSIBLE REPRESENTATIVES/POINTS OF CONTACT FOR ALL INVOLVED PARTIES AND PROCEDURES FOR CONTACTING EACH OF TEM, INCLUDING AFTER HOURS. INSPECTION REQUIREMENTS: 32. SAFETY INSPECTIONS SHALL BE CONDUCTED AT LEAST DAILY TO SAFETY INSPECTIONS SHALL BE CONDUCTED AT LEAST DAILY TO COMPLY WITH THE REQUIREMENTS OF THE CSPP. 33. INSPECTIONS SHALL BE CONDUCTED OF ALL AREAS TO BE INSPECTIONS SHALL BE CONDUCTED OF ALL AREAS TO BE (RE)OPENED FOR AIRCRAFT OPERATIONS. THE ENGINEER OR AIRPORT MANAGER WILL HAVE FINAL WORD OF ACCEPTANCE FOR THESE AREAS. 34. ENGINEER WILL CONDUCT A FINAL INSPECTION WITH REPRESENTATIVES ENGINEER WILL CONDUCT A FINAL INSPECTION WITH REPRESENTATIVES OF THE CONTRACTOR AND TxDOT. UNDERGROUND UTILITIES: 35. ALL KNOWN UTILITY LINES SHOWN ON THE PLANS ARE SHOWN FOR ALL KNOWN UTILITY LINES SHOWN ON THE PLANS ARE SHOWN FOR THE PURPOSE OF MAKING THE CONTRACTOR AWARE THAT THEY EXIST. NEITHER THE RESPECTIVE UTILITY PROVIDERS NOR THE ENGINEER GUARANTEES THE ACCURACY THEREOF. 36. ANY AND ALL EXISTING UTILITY LINES, PAVEMENT, LIGHTING FIXTURES, ANY AND ALL EXISTING UTILITY LINES, PAVEMENT, LIGHTING FIXTURES, HANGARS, FENCES, ETC., INTENDED TO REMAIN, WHICH ARE DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PENALTIES: 37. IN THE EVENT THAT AN UNAUTHORIZED ENTRY IS MADE INTO THE IN THE EVENT THAT AN UNAUTHORIZED ENTRY IS MADE INTO THE AIRPORT BY THE CONTRACTOR OR THEIR SUBCONTRACTOR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AIRPORT MANAGER AND THE ENGINEER. THE CONTRACTOR WILL BE RESPONSIBLE TO CORRECT AT THEIR OWN COST, AND DAMAGE, INCLUDING LEGAL FEES, CAUSED BY THE UNAUTHORIZED ENTRANT. 38. EXCEEDING CALENDAR DAYS ALLOTTED FOR CONSTRUCTION WILL EXCEEDING CALENDAR DAYS ALLOTTED FOR CONSTRUCTION WILL RESULT IN A VIOLATION. SPECIAL CONDITIONS: 39. THERE ARE NO SPECIAL CONDITIONS ANTICIPATED WITH THE PROJECT. THERE ARE NO SPECIAL CONDITIONS ANTICIPATED WITH THE PROJECT. ADJUSTMENTS TO SCHEDULE MAY BE REQUIRED IF AN URGENT SITUATION ARISES INVOLVING AIRCRAFT FLYING IN THE AREA OR AIRPORT SAFETY. RUNWAY AND TAXIWAY VISUAL AIDS: 40. IF ADDITIVE ALTERNATE BID NO. 1 IS AWARDED, THERE WILL BE A IF ADDITIVE ALTERNATE BID NO. 1 IS AWARDED, THERE WILL BE A PARTIALLY CLOSED RUNWAY. 41. CONTRACTOR SHALL INSTALL CLOSED RUNWAY MARKERS AT EACH CONTRACTOR SHALL INSTALL CLOSED RUNWAY MARKERS AT EACH RUNWAY END PRIOR TO STARTUP OF ANY WORK LOCATED WITHIN THE ROFZ. CLOSED RUNWAY MARKERS SHALL NOT BE INSTALLED UNTIL THE APPROPRIATE NOTAM CLOSING THE RUNWAY HAS BEEN ISSUED BY THE AIRPORT OPERATOR. 42. ALL AIRFIELD LIGHTING ASSOCIATED WITH A CLOSED RUNWAY SHALL ALL AIRFIELD LIGHTING ASSOCIATED WITH A CLOSED RUNWAY SHALL BE TURNED OFF PRIOR STARTUP OF ANY WORK WITHIN THE ROFZ. 43. CONTRACTOR SHALL USE HIGHLY REFLECTIVE LOW-PROFILE CONTRACTOR SHALL USE HIGHLY REFLECTIVE LOW-PROFILE BARRICADES TO BARRICADE TAXIWAYS LEADING TO CLOSED RUNWAYS, TAXIWAYS, AND/OR APRONS. THE CONTRACTOR SHALL MARK ALL BARRICADES WITH RED LIGHTS, EITHER STEADY BURNING OR FLASHING, AND MUST MEET THE LUMINANCE REQUIREMENTS OF THE TxDOT HIGHWAY DEPARTMENT. BATTERIES POWERING LIGHTS WILL LAST LONGER IF LIGHTS FLASH. LIGHTS MUST BE MOUNTED ON BARRICADES AND SPACED NO MORE THAN 10 FEET. LIGHTS MUST BE OPERATED BETWEEN SUNSET AND SUNRISE AND DURING PERIODS OF LOW VISIBILITY WHENEVER THE AIRPORT IS OPEN FOR OPERATIONS. THEY MAY BE OPERATED BY PHOTOCELL, BUT THIS MAY REQUIRE THAT THE CONTRACTOR TURN THEM ON MANUALLY DURING PERIODS OF LOW VISIBILITY DURING DAYTIME HOURS (NO SEPARATE PAY). MARKING AND SIGNS FOR ACCESS ROUTES: 44. NO PAVEMENT MARKING OR SIGN INSTALLATION ON ACCESS ROUTES NO PAVEMENT MARKING OR SIGN INSTALLATION ON ACCESS ROUTES IS ANTICIPATED. WORK ZONE LIGHTING FOR NIGHTTIME CONSTRUCTION: 45. NO NIGHTTIME WORK IS ANTICIPATED WITH THE PROJECT. NO NIGHTTIME WORK IS ANTICIPATED WITH THE PROJECT. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS (RSA, TSA), OBJECT FREE AREAS (OFA), OBSTACLE FREE ZONES (OFZ), AND APPROACH AND DEPARTURE SURFACES: 46. THE CONTRACTOR WILL BE ALLOWED TO WORK INSIDE THE RSA, TSA, THE CONTRACTOR WILL BE ALLOWED TO WORK INSIDE THE RSA, TSA, OFAs, AND OFZs DURING THE PROJECT WHEN THESE ARE CLOSED TO AIRCRAFT OPERATIONS. TRENCHES WITHIN THE RSA SHALL BE BACKFILLED OR APPROPRIATELY COVERED BEFORE THE RW IS REOPENED TO TRAFFIC. OTHER LIMITATIONS ON CONSTRUCTION: 47. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT EDITION OF FAA ALL CONSTRUCTION SHALL COMPLY WITH CURRENT EDITION OF FAA AC NO. 150/5370-2, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION". 48. CONTRACTOR SHALL NOT USE THE TERMINAL BUILDING NOR ITS CONTRACTOR SHALL NOT USE THE TERMINAL BUILDING NOR ITS RELATED FACILITIES. CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN TOILET FACILITY. 49. CONTRACTOR IS RESPONSIBLE FOR OBTAINING SUFFICIENT WATER FOR CONTRACTOR IS RESPONSIBLE FOR OBTAINING SUFFICIENT WATER FOR CONSTRUCTION OF PROJECT IMPROVEMENTS. 50. ALL MONUMENTS FOR THIS PROJECT'S HORIZONTAL AND VERTICAL ALL MONUMENTS FOR THIS PROJECT'S HORIZONTAL AND VERTICAL CONTROL ARE SHOWN ON THE “PROJECT LAYOUT PROJECT LAYOUT PLAN” SHEET. CONTRACTOR SHALL VERIFY CONDITION OF ALL SHEET. CONTRACTOR SHALL VERIFY CONDITION OF ALL MONUMENTS BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL PERFORM LEVEL LOOP OF ALL MONUMENTS USED AND PROVIDE RESULTS TO THE ENGINEER BEFORE CONSTRUCTION COMMENCES (NO SEPARATE PAY). ANY MONUMENTS DISTURBED SHALL BE REPLACED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 51. OPEN-FLAME WELDING OR TORCH-CUTTING OPERATIONS SHALL BE OPEN-FLAME WELDING OR TORCH-CUTTING OPERATIONS SHALL BE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AND HAVE BEEN APPROVED BY THE ENGINEER. OTHER LIMITATIONS ON CONSTRUCTION (CONT'D): 52. SEE THE CONTRACT DOCUMENTS AND SPECIFICATION BOOK FOR SEE THE CONTRACT DOCUMENTS AND SPECIFICATION BOOK FOR ADDITIONAL SAFETY REQUIREMENTS. MISCELLANEOUS CSPP NOTES: 53. ALL HANGAR OWNERS/TENANTS SHALL BE NOTIFIED BY THE AIRPORT ALL HANGAR OWNERS/TENANTS SHALL BE NOTIFIED BY THE AIRPORT MANAGER A MINIMUM OF 2 WEEKS PRIOR TO START OF CONSTRUCTION TO ALLOW RELOCATION OF AIRCRAFT. CONTRACTOR SHALL GIVE THE AIRPORT MANAGER SUFFICIENT NOTICE TO BEGIN CONTACTING HANGAR OWNERS/TENANTS. 54. RUNWAY CLOSURE MARKERS SHALL BE INSTALLED/REMOVED AS RUNWAY CLOSURE MARKERS SHALL BE INSTALLED/REMOVED AS NEEDED. 55. CONTRACTOR MAY CLOSE RUNWAY AS FOLLOWS: CONTRACTOR MAY CLOSE RUNWAY AS FOLLOWS: RW FULLY CLOSED FOR 4 WEEKS MAXIMUM (BASE BID ONLY) OR RW FULLY CLOSED 1 WEEK MAXIMUM PER PHASE (ADD. ALT. BIDS) 56. CONTRACTOR SHALL BEGIN SEEDING OPERATIONS AS SOON AS FINAL CONTRACTOR SHALL BEGIN SEEDING OPERATIONS AS SOON AS FINAL GRADING HAS BEEN ACHIEVED IN DISTURBED AREAS. CONTRACTOR MAY REMOVE EROSION CONTROL DEVICES AND CLOSE OUT THE PROJECT ONLY AFTER 70% MINIMUM VEGETATIVE COVER IS ACHIEVED AND AFTER RECEIVING APPROVAL IN WRITING FROM THE ENGINEER. 57. CONTRACTOR IS TO MAXIMIZE THE AMOUNT OF TIME THE RUNWAY IS CONTRACTOR IS TO MAXIMIZE THE AMOUNT OF TIME THE RUNWAY IS OPEN IN PHASE IV. IF DOWNTIME OCCURS PRIOR TO STRIPING THE RUNWAY SHALL BE REOPENED, THEN CLOSED FOR STRIPING OPERATIONS. NO SEPARATE PAY FOR OPENING/CLOSING RUNWAY MULTIPLE TIMES.
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BASE BID ANTICIPATED SCHEDULE
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BASE BID WITH ADDITIVE ALTERNATE BID NO. 1 & 2 ANTICIPATED SCHEDULE
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2/25/2020
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ELEC. PULL BOX
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GRAVEL PATH
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WASHOUT
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WASHOUT
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WASHOUT
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THOMAS HART
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- REMOVE AND CONSTRUCT ASPHALT PAVEMENT SECTION. SEE ``PAVEMENT ``PAVEMENT PAVEMENT DETAILS I" SHEET." SHEET.
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%%ULEGEND
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EX. RUNWAY CROWN
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SAWCUT & REMOVE TAXIWAY PAVEMENT. REPLACE AS SHOWN ON "PAVEMENT DETAILS II"
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MATCH EXISTING
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135' NON-PERFORATED PROPOSED UNDERDRAIN WITH SET (SEE ``PAVEMENT ``PAVEMENT PAVEMENT DETAILS II" SHEET). EXTEND TO EXISTING " SHEET). EXTEND TO EXISTING DITCH BOTTOM AT APPROXIMATELY 0.5% SLOPE. END SECTION NOT SHOWN. INVERT ELEVATION OF END SECTION IS APPROXIMATELY 296.0.
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145' NON-PERFORATED PROPOSED UNDERDRAIN WITH SET (SEE ``PAVEMENT DETAILS II" SHEET). EXTEND TO ``PAVEMENT DETAILS II" SHEET). EXTEND TO PAVEMENT DETAILS II" SHEET). EXTEND TO " SHEET). EXTEND TO EXISTING DITCH BOTTOM AT APPROXIMATELY 1.0% SLOPE. END SECTION NOT SHOWN. INVERT ELEVATION OF END SECTION IS APPROXIMATELY 296.0
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PROPOSED UNDERDRAIN (PERFORATED), 100' ON EACH SIDE OF RUNWAY (SEE ``PAVEMENT DETAILS II" SHEET)PAVEMENT DETAILS II" SHEET)" SHEET)
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PROTECT IN PLACE EXISTING ELECTRIC LINE(S) SHOWN AND/OR NOT SHOWN'
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PROTECT IN PLACE EXISTING ELECTRIC LINES (SHOWN AND/OR NOT SHOWN).
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1
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ADDENDUM NO. 1
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2/25/2020
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1
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1
A S S O C I A T E S
®
SHEET
JOB NO.
PROJECT MGR.
NO
.R
EV
IS
IO
NS
DA
TE
:
3900.235
TH
CIT
Y O
F B
RE
NH
AM
M
UN
IC
IP
AL
A
IR
PO
RT
20
19
R
UN
WA
Y B
UM
P R
EC
ON
ST
RU
CT
IO
N
TBPE No. F-8405
14
ST
OR
M W
AT
ER
P
OL
LU
TIO
N P
RE
VE
NT
IO
N P
LA
N (S
W3
P)
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THOMAS HART
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N
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E
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O
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I
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S
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S
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N
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A
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L
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E
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F
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R
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O
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P
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129946
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I
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N
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G
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E
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E
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R
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X
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E
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S
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A
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T
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T
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F
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O
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T
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E
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S
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A
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N
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L
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I
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C
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E
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E
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S
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D
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1.45 ACRE
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STORM WATER DRAINAGE WILL BE PROVIDED BY OVERLAND SHEET FLOW, DITCHES AND
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ALL WORK TO BE PERFORMED BY THE CONTRACTOR(S)
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TO RESUME AND BE COMPLETED WITHIN 21 DAYS.
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PERMANENTLY) SHALL BE STABILIZED WITHIN 14 DAYS UNLESS ACTIVITIES ARE SCHEDULED
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DISTURBED AREAS ON WHICH CONSTRUCTION ACTIVITY HAS CEASED (TEMPORARILY OR
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LATITUDE: LONGITUDE:
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THE PROJECT WILL BE CONFINED TO THE BRENHAM MUNICIPAL AIRPORT PROPERTY.
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X
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X
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X
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VELOCITY CONTROL DEVICES
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STORM SEWERS
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CURBS AND GUTTERS
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STONE OUTLET STRUCTURES
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STORM INLET SEDIMENT TRAP
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SEDIMENT BASINS
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SEDIMENT TRAPS
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CHANNEL LINERS
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TIMBER MATTING AT CONSTRUCTION EXIT
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ROCK BEDDING AT CONSTRUCTION EXIT
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PAVED FLUMES
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PIPE SLOPE DRAINS
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DIVERSION DIKE AND SWALE COMBINATIONS
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DIVERSION, INTERCEPTOR, OR PERIMETER SWALES
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DIVERSION, INTERCEPTOR, OR PERIMETER DIKES
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HAY BALES
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BUFFER ZONES
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SOIL RETENTION BLANKET
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MULCHING
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PERMANENT PLANTING, SODDING, OR SEEDING
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OTHER:
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ROCK BERMS
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SILT FENCES
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STORM WATER MANAGEMENT:
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NARRATIVE - SEQUENCE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTIVITIES:
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%%uSTRUCTURAL PRACTICES:
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OTHER:
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PRESERVATION OF NATURAL RESOURCES
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TEMPORARY SEEDING
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%%uSOIL STABILIZATION PRACTICES:
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NAME OF RECEIVING WATERS:
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COVER AND % OF EXISTING VEGETATIVE COVER:
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EXISTING CONDITION OF SOIL & VEGETATIVE
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(AFTER CONSTRUCTION):
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WEIGHTED RUNOFF COEFFICIENT
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PROJECT DESCRIPTION:
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SITE DESCRIPTION
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TOTAL AREA TO BE DISTURBED:
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TOTAL PROJECT AREA:
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MAJOR SOIL DISTURBING ACTIVITIES:
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PROJECT LIMITS:
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X
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CULVERTS. PAVEMENT SUBGRADE BEING DRAINED BY UNDERDRAIN.
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RECONSTRUCT AND MARK PORTION OF RW 16-34; OBLITERATE AND RE-MARK EXISTING RW
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BASE BID:
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EROSION AND SEDIMENT CONTROLS
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DISPOSAL AREAS, STOCKPILES, AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE AND CONTROL THE AMOUNT OF SEDIMENT THAT MAY ENTER RECEIVING WATERS. DISPOSAL AREAS SHALL NOT BE LOCATED IN ANY WETLANDS, WATERBODY OR STREAMBED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN A MANNER TO MINIMIZE THE RUNOFF OF POLLUTANTS. ALL WATERWAYS SHALL BE CLEARED AS SOON AS PRACTICAL OF TEMPORARY EMBANKMENT, TEMPORARY BRIDGES, MATTING, FALSEWORK, PILING, DEBRIS OR OTHER OBSTRUCTIONS PLACED DURING CONSTRUCTION OPERATION THAT ARE NOT A PART OF THE FINISHED WORK.
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ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS NECESSARY OR AS REQUIRED BY LOCAL REGULATION.
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AT A MINIMUM, ANY PRODUCTS IN THE FOLLOWING CATEGORIES ARE CONSIDERED TO BE HAZARDOUS: PAINTS ACIDS FOR CLEANING MASONRY SURFACES, CLEANING SOLVENTS, ASPHALT PRODUCTS, CHEMICAL ADDITIVES FOR SOIL STABILIZATION, AND CONCRETE CURING COMPOUNDS AND ADDITIVES. IN THE EVENT OF A SPILL WHICH MAY BE HAZARDOUS, THE SPILL COORDINATOR AND TxDOT PROJECT MANAGER SHALL BE CONTACTED IMMEDIATELY.
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ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL STATE AND LOCAL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED AS NECESSARY OR AS REQUIRED BY LOCAL REGULATION AT AN APPROVED LANDFILL. NO CONSTRUCTION WASTE MATERIAL WILL BE BURIED ON SITE.
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AN INSPECTION WILL BE PERFORMED BY A RESIDENT PROJECT REPRESENTATIVE EVERY 7 DAYS AND AFTER MORE THAN 1/2-INCH RAINFALL EVENT. AN INSPECTION REPORT WILL BE MADE PER EACH INSPECTION. BASED ON THE INSPECTION RESULTS, THE CONTROLS SHALL BE REVISED PER THE INSPECTION REPORT.
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ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE DONE AT THE EARLIEST DATE POSSIBLE, BUT NO LATER THAN 7 CALENDAR DAYS AFTER THE SURROUNDING EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT DAMAGE FROM HEAVY EQUIPMENT. THE AREAS ADJACENT TO CREEKS AND DRAINAGE WAYS SHALL HAVE PRIORITY FOLLOWED BY DEVICES USED FOR SILT REDUCTION IN THE DISTURBED AREAS.
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STABILIZED CONSTRUCTION ENTRANCE
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LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN
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%%uOTHER EROSION AND SEDIMENT CONTROLS:
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REMARKS:
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INSPECTION:
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MAINTENANCE:
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OTHER:
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EXCESS DIRT ON ROAD REMOVED DAILY
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HAUL ROADS DAMPENED FOR DUST CONTROL
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OFFSITE VEHICLE TRACKING:
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SANITARY WASTE:
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HAZARDOUS WASTE (INCLUDING SPILL REPORTING):
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WASTE MATERIALS:
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X
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THE ENGINEER WILL FILE A NOTICE OF INTENT (NOI) AND A NOTICE OF TERMINATION (NOT) ALONG WITH OTHER REQUIREMENTS PER TPDES GP TXR 150000 AS THE ENTITY HAVING OPERATIONAL CONTROL OVER CONSTRUCTION PLANS AND SPECIFICATIONS FOR WORK SHOWN ON THE SWP3, AS PROVIDED IN THE PLANS AND SPECIFICATIONS, IN THE AIRPORT. THE DEPARTMENT WILL BE CONSIDERED AN OPERATOR UNDER THE TPDES GP TXR 150000 AND RESPONSIBLE FOR PART III, SECTION B.1. OPERATORS WITH CONTROL OVER PLANS AND PART III, SECTION B.1. OPERATORS WITH CONTROL OVER PLANS AND SPECIFICATIONS OF THE TDPES GP TXR 150000. OF THE TDPES GP TXR 150000. THE CONTRACTOR WILL BE CONSIDERED AN OPERATOR UNDER THE TPDES GP TXR 150000 AND RESPONSIBLE FOR PART III, SECTION B.2. OPERATORS WITH DAY-TO-DAY OPERATIONAL CONTROL, PART III, SECTION B.2. OPERATORS WITH DAY-TO-DAY OPERATIONAL CONTROL, OF THE TPDES GP TXR 150000 FOR CONSTRUCTION IN THE RIGHT OF WAY. IN ADDITION TO THE DEPARTMENTS'S FILING, THE CONTRACTOR SHALL FILE A NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) ALONG WITH OTHER REQUIREMENTS AS THE ENTITY OF HAVING DAY-TODAY OPERATIONAL CONTROL OF THE CONSTRUCTION ACTIVITIES IN THE AIRPORT. THIS IS IN ADDITION TO THE CONTRACTOR BEING RESPONSIBLE FOR THE TPDES GP TXR 15000 AND PART III, SECTION B.1. AND B.2. REQUIREMENTS FOR ON- RIGHT OF WAY AND OFF- RIGHT OF WAY PROJECT SPECIFIC LOCATIONS. ADHERE TO ALL REQUIREMENTS OF THE SW3P AS PROVIDED IN THE PLANS AND SPECIFICATIONS.
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PROJECTS WITH 5 ACRES OR MORE OF SOIL DISTURBANCE INCLUDING REQUIRED ASSOCIATED PSL's PER TPDES GP TXR 150000:
CONSTRUCT PARTIALLY CLOSED RUNWAY; OBLITERATE AND RE-MARK RW 16 END MARKINGS
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ADDITIVE ALTERNATE BID NO. 1:
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OBLITERATE AND RE-MARK RW 34 END
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ADDITIVE ALTERNATE BID NO. 2:
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WATER RUNOFF FROM THIS PROJECT AND ASSOCIATED DRAINAGE FEATURES ENTERS NEW
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YEARS CREEK AND CONTINUES TO THE BRAZOS RIVER (SEGMENT 1202) BELOW THE
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NAVASOTA RIVER.
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AFTER DISTURBING ACTIVITIES.
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COVER CONSISTS OF VARIOUS GRASSES WHICH ARE IN GOOD CONDITION, TO BE RESTORED
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THE EXISTING SOIL TYPES ARE PRIMARILY CLAYS AND SANDY CLAYS. VEGETATIVE GROUND
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CENTERLINE MARKINGS
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1
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ADDENDUM NO. 1
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2/25/2020
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1
A S S O C I A T E S
®
SHEET
JOB NO.
PROJECT MGR.
NO
.R
EV
IS
IO
NS
DA
TE
:
3900.235
TH
CIT
Y O
F B
RE
NH
AM
M
UN
IC
IP
AL
A
IR
PO
RT
20
19
R
UN
WA
Y B
UM
P R
EC
ON
ST
RU
CT
IO
N
TBPE No. F-8405
16
MA
RK
IN
G P
LA
N - B
AS
E B
ID
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GRAVEL PATH
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DUCT
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MARKER
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1
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PAC
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GRAVEL PATH
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DUCT
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MARKER
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1
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PAC
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3240
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3239
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2
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1
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3
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4
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6
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5
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7
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THOMAS HART
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N
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E
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O
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I
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S
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S
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N
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A
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E
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F
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R
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O
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129946
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N
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G
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E
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E
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R
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X
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E
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S
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A
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T
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T
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F
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O
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E
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S
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N
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L
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I
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C
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E
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E
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S
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D
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0
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50
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100
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18" CENTERLINE STRIPE (WHITE)(TYP)
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6" LEAD-IN STRIPE (YELLOW)
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ALL CENTERLINE STRIPES 120' LONG, 1.5' WIDE, AND 80' APART EXCEPT FOR 1 MODIFIED STRIPE SHOWN HERE (BASE BID).
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0
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200
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400
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18" CENTERLINE STRIPE (WHITE)(TYP.)
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NOTES: 1. REMOVE EX. STRIPING PRIOR TO PAINTING BY ROTARY GRINDING, WATER BLASTING, SHOT BLASTING, SAND BLASTING, CHEMICAL REMOVAL, OR OTHER ACCEPTABLE MEANS THAT DO NOT HARM THE PAVEMENT. 2. IF ADDITIVE ALTERNATE BID NO. 1 IS AWARDED, DO NOT REMOVE CENTERLINE STRIPING SOUTH OF THE PARTIALLY CLOSED RUNWAY UNTIL AFTER PAVEMENT RECONSTRUCTION IS COMPLETE.
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TW B
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TW C
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TW D
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TW E
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SEE ``RETROREFLECTOR ``RETROREFLECTOR RETROREFLECTOR PLACEMENT ON CURVES" DETAIL, THIS SHEET (TYP.)
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NOTES: 1. ON TAXIWAYS ORIENTED PARALLEL TO THE RUNWAY AND ON TAXIWAY CURVES, GREEN CENTERLINE MARKERS SHALL BE PLACED 2' FROM THE CENTERLINE TOWARDS THE RUNWAY SIDE. ON TAXIWAYS ORIENTED PERPENDICULAR TO THE RUNWAY, GREEN CENTERLINE MARKERS SHALL BE PLACED 2' FROM THE CENTERLINE ON THE SIDE SHOWN ON THE MARKING PLAN SHEETS. 2. REFLECTORS SHALL BE RED OR GREEN AND CONFORM TO (L-853), TYPE 1, STYLE II.
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%%UTAXIWAY REFLECTORS - (L-125)
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RETROREFLECTOR PLACEMENT ON CURVES
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NTS
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6" YELLOW TAXIWAY C STRIPE
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L
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NTS
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4 EQUAL ANGLES OF 22.5° (TYP.)
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PAVED TAXIWAY EDGE
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PAVEMENT CL
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DIRECTION
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BI-DIRECTIONAL REFLECTIVE FACE (GREEN)
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GREEN (TYP.)
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ASPHALT PAVEMENT STRIPING (BASE BID)
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NTS
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1
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ADDENDUM NO. 1
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2/25/2020
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1
A S S O C I A T E S
®
SHEET
JOB NO.
PROJECT MGR.
NO
.R
EV
IS
IO
NS
DA
TE
:
3900.235
TH
CIT
Y O
F B
RE
NH
AM
M
UN
IC
IP
AL
A
IR
PO
RT
20
19
R
UN
WA
Y B
UM
P R
EC
ON
ST
RU
CT
IO
N
TBPE No. F-8405
17
PA
RT
IA
LL
Y C
LO
SE
D R
UN
WA
Y -
AD
DIT
IV
E A
LT
ER
NA
TE
B
ID
N
O. 1
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GRAVEL PATH
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DUCT
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MARKER
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WASHOUT
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WASHOUT
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WASHOUT
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1
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PAC
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6
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GRAVEL PATH
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DUCT
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MARKER
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WASHOUT
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WASHOUT
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WASHOUT
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1
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PAC
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3
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4
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THOMAS HART
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N
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E
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O
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I
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S
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S
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N
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A
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F
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129946
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N
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G
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E
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E
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R
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X
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E
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S
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A
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T
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T
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F
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E
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S
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A
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N
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L
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I
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C
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E
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E
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S
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D
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0
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20
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40
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200
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THRESHOLD BAR (WHITE)
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CHEVRON (YELLOW)(TYP.)
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THRESHOLD BAR (WHITE)
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RUNWAY NUMERALS (WHITE) SEE SHEET 16 ``MARKING 16 ``MARKING ``MARKING ``MARKING MARKING PLAN - BASE BID""
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CLOSED TAXIWAY MARKER (YELLOW)
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RUNWAY NUMERALS (WHITE)
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REMOVE EX. THRESHOLD STRIPES
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REMOVE EX. TOUCHDOWN ZONE MARKINGS
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EXISTING LEAD-IN STRIPE TO REMAIN
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TW B
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0
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100
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200
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CLOSED TAXIWAY MARKER (YELLOW
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REMOVE EX. RUNWAY NUMERALS
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TW B
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TW A
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NOTE: REMOVE EX. STRIPING PRIOR TO PAINTING BY ROTARY GRINDING, WATER BLASTING, SHOT BLASTING, SAND BLASTING, CHEMICAL REMOVAL, OR OTHER ACCEPTABLE MEANS THAT DO NOT HARM THE PAVEMENT.
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CONTRACTOR TO SECURELY COVER EXISTING RUNWAY 16 THRESHOLD AND EDGE LIGHT FIXTURES WITH PVC PIPE OR COFFEE CANS (WITH NEITHER BEING WITHIN 6 INCHES OF THE GROUND SURFACE) BETWEEN EXISTING RUNWAY 16 THRESHOLD AND TEMPORARY THRESHOLD LOCATION (TYP.) (NO SEPARATE PAY). CONTRACTOR TO CONTINUOUSLY CHECK FOR, AND REMOVE AS NECESSARY, FIRE ANTS OR OTHER OBJECTIONABLE OBJECTS DURING CONSTRUCTION.
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NOTES: : 1. CONTRACTOR SHALL PLACE TEMPORARY YELLOW CHEVRONS AND WHITE THRESHOLD BAR AS SHOWN. PAINT USED FOR PARTIALLY CLOSED RUNWAY STRIPING SHALL BE APPLIED AT A MINIMUM RATE OF 230 SQ. FT. PER GALLON WITH NONREFLECTIVE, WATER-BASED PAINT. NO REFLECTIVE MEDIA SHALL BE USED IN TEMPORARY PAINT. TEMPORARY MARKINGS SHALL BE PAID FOR AS TEMPORARY MARKINGS SHALL BE PAID FOR AS "TEMPORARY RUNWAY PAINTING" UNDER ITEM P-620. 2. CONTRACTOR TO INFORM AIRPORT MANAGER PRIOR TO OPENING THE PARTIALLY CLOSED RUNWAY TO ENSURE PAPI UNITS ARE DISENGAGED.
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TEMPORARY SOLAR POWERED THRESHOLD LIGHTS (TYP.) TO BE REMOVED UPON REMOVAL OF TEMPORARY MARKINGS.
PARTIALLY CLOSED RUNWAY STEP 2: PLACE TEMPORARY MARKINGS.
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CHEVRON (YELLOW)(TYP.)
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REMOVE ALL CENTERLINE MARKINGS FROM EXISTING NUMERALS UP TO TEMPORARY THRESHOLD BAR (TYP.)
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REMOVE ALL CENTERLINE MARKINGS FROM EXISTING NUMERALS UP TO TEMPORARY THRESHOLD BAR (TYP.)
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APPLY ONE COAT OF TEMPORARY BLACK PAINT OVER REMOVED MARKINGS. (TYP.)
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APPLY ONE COAT OF TEMPORARY BLACK PAINT OVER REMOVED MARKINGS. (TYP.)
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PARTIALLY CLOSED RUNWAY STEP 2: DETAILS.
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1
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1
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1
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1
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1
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1
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1
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1
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ADDENDUM NO. 1
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2/25/2020
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1
A S S O C I A T E S
®
SHEET
JOB NO.
PROJECT MGR.
NO
.R
EV
IS
IO
NS
DA
TE
:
3900.235
TH
CIT
Y O
F B
RE
NH
AM
M
UN
IC
IP
AL
A
IR
PO
RT
20
19
R
UN
WA
Y B
UM
P R
EC
ON
ST
RU
CT
IO
N
TBPE No. F-8405
18
MA
RK
IN
G P
LA
N - A
DD
IT
IV
E
AL
TE
RN
AT
E B
ID
N
O. 1
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PAC
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DUCT
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MARKER
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WASHOUT
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WASHOUT
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WASHOUT
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1
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PAC
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6
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THOMAS HART
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N
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E
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O
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RUNWAY NUMERALS (WHITE)
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THRESHOLD MARKINGS (WHITE)
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AIMING POINT MARKINGS (WHITE)
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EXISTING TAXIWAY MARKINGS TO REMAIN
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EXISTING TAXIWAY MARKINGS TO REMAIN
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THRESHOLD BAR (WHITE)
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RUNWAY NUMERALS (WHITE)
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CLOSED TAXIWAY MARKER (YELLOW)
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CONTRACTOR TO SECURELY COVER EXISTING RUNWAY 16 THRESHOLD AND EDGE LIGHT FIXTURES WITH PVC PIPE OR COFFEE CANS (WITH NEITHER BEING WITHIN 6 INCHES OF THE GROUND SURFACE) BETWEEN EXISTING RUNWAY 16 THRESHOLD AND TEMPORARY THRESHOLD LOCATION (TYP.) (NO SEPARATE PAY). CONTRACTOR TO CONTINUOUSLY CHECK FOR, AND REMOVE AS NECESSARY, FIRE ANTS OR OTHER OBJECTIONABLE OBJECTS DURING CONSTRUCTION.
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NOTES: : 1. REMOVE PARTIALLY CLOSED RUNWAY AS FOLLOWS:
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APPLY TWO COATS OF BLACK PAINT OVER MARKINGS WHEN REMOVING PARTIALLY CLOSED RUNWAY. FIRST COAT SHALL COVER THE ACTUAL MARKING SHAPE. SECOND COAT SHALL BE IN A BLOCK SHAPE APPROXIMATELY AS SHOWN.
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A. REMOVING TEMPORARY MARKINGS BY ROTARY GRINDING, WATER BLASTING, SHOT BLASTING, SAND BLASTING, CHEMICAL REMOVAL OR OTHER MEANS THAT DO NOT HARM THE PAVEMENT. B. APPLY BLACK PAINT OVER REMOVED AREA OF MARKINGS. C. REMOVE TEMPORARY LIGHTS AND COVERS OF EXISTING LIGHTS. D. RESTORE MIRL LENSES TO ORIGINAL CONDITION. E. INFORM AIRPORT MANAGER. F. ALL ITEMS RELATED TO LIGHTING, INCLUDING INSTALLING, MAINTAINING AND REMOVAL/RESTORATION ARE INCLUDED IN THE PAY ITEM ``TEMPORARY RUNWAY LIGHTING".``TEMPORARY RUNWAY LIGHTING".TEMPORARY RUNWAY LIGHTING".
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%%UNUMERAL DETAIL (RW 16-34)
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NOTE: 1. ALL PERMANENT RUNWAY AND TAXIWAY MARKINGS TO BE ALL PERMANENT RUNWAY AND TAXIWAY MARKINGS TO BE PAID FOR BY THE SQUARE FOOT OF FINISHED MARKING UNDER ITEM P-620, "PERMANENT RUNWAY AND TAXIWAY PAINTING." 2. ALL TAXIWAY RETROREFLECTORS TO BE RESTORED OR ALL TAXIWAY RETROREFLECTORS TO BE RESTORED OR PROTECTED IN PLACE. 3. ALL WHITE PAVEMENT MARKINGS (P-620) SHALL BE ALL WHITE PAVEMENT MARKINGS (P-620) SHALL BE PLACED IN TWO, OPPOSING DIRECTION PASSES. PAINT COVERAGE SHALL BE 230 SQUARE FEET PER GALLON PER PASS. THE SECOND PASS SHALL BE REFLECTORIZED USING TYPE I, GRADATION "A" GLASS BEADS APPLIED AT A RATE OF 7 POUNDS PER GALLON OF PAINT PER ITEM P-620. 4. ALL YELLOW AND BLACK PAVEMENT MARKINGS (P-620) ALL YELLOW AND BLACK PAVEMENT MARKINGS (P-620) SHALL BE PLACED IN ONE PASS. THE PAINT COVERAGE FOR THIS PASS SHALL BE 115 SQUARE FEET PER GALLON. YELLOW PAINT SHALL BE REFLECTORIZED USING TYPE I, GRADATION "A" GLASS BEADS APPLIED AT A RATE OF 7 POUNDS PER GALLON OF PAINT PER ITEM P-620.
REPLACE WHITE MIRL LENSES FACING THE RW 34 END WITH YELLOW LENSES FOR ALL MIRL FIXTURES WITHIN 2000' OF THE TEMPORARY THRESHOLD BAR (NO SEPARATE PAY). REMOVE YELLOW LENSES AND REPLACE WITH WHITE LENSES WHEN THE PARTIALLY CLOSED RUNWAY IS REMOVED (NO SEPARATE PAY).
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ADDENDUM NO. 1
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2/25/2020
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Minutes Prebid Meeting
2019 Runway Bump Reconstruction Texas Department of Transportation CSJ No. 1917BRENM
February 19, 2020, 1:30 P.M.
TRH:cdj\R:\BRE\Documents\Agendas and Minutes\B\Brenham, City of (TX)\2019 Bump Recon.1917BRENM.3900.235.TRH\(02) Min\Prebid Minutes.03052020.docx
Present Representing Contact Kim Hodde, Public Works City of Brenham, Texas
a. Brenham Municipal Airport (Owner)–Kim Hodde, Airport Coordinator
b. Texas Department of Transportation (TxDOT) Aviation–Steve Harp, P.E., Project Manager
c. Strand Associates, Inc® (Engineer)–Tom Hart, P.E 2. General Project Description and Overview
a. Project Description: (1) Base Bid–Reconstruct and mark portion of Runway (RW) 16-34; obliterate and remark
existing RW centerline markings. (2) Additive Alternate Bid No. 1–Construct the displaced threshold; obliterate and remark
RW 16 end markings. (3) Additive Alternate Bid No. 2–Obliterate and remark RW 34 end.
b. Bidders must bid on the Base Bid and Additive Alternate Bids.
c. Disadvantaged Business Enterprise (DBE) Requirements
(1) The DBE goal is 4 percent. (2) The bidder must submit an acceptable DBE plan and commitment or good faith effort no
later than five calendar days after the bid opening as a matter of responsibility.
d. Sealed bids for the construction at the Brenham Municipal Airport will be addressed and delivered to Kim Hodde, Airport Coordinator, 200 West Vulcan Street, Brenham, TX 77833. Bids will be received until 2 P.M. on March 11, 2020 and then publicly opened and read. Any bid received after closing time will be returned unopened. It was confirmed that Owner, not TxDOT, will receive the bids.
e. General Provisions
(1) Contract Time–60 calendar days. (2) Liquidated Damages–$500 per calendar day. (3) Mobilization item limits–The pay structure as laid out in the Specification was
discussed: First pay request is 25 percent; an additional 25 percent when 25 percent of the original contract is earned, an additional 40 percent when 50 percent of the original contract is earned, and a final 10 percent after the final inspection, cleanup, and closeout is complete.
(4) Bid form automatically extends. This means that bidders fill in the unit prices and the total item bid fills in automatically. Remember to sign the bid form.
Texas Department of Transportation CSJ No. 1917BRENM Page 2 of 2
February 19, 2020, 1:30 P.M.
TRH:cdj\R:\BRE\Documents\Agendas and Minutes\B\Brenham, City of (TX)\2019 Bump Recon.1917BRENM.3900.235.TRH\(02) Min\Prebid Minutes.03052020.docx
(5) Each bidder must be prequalified. Prequalification must be completed by the bid day. 3. Addenda
a. Addendum No. 1 will include the following:
(1) Prebid meeting sign-in sheet and agenda. (2) P-631 correction. P-631 will be replaced with black paint. (3) Underdrain dimensions. (4) Displaced threshold to the partially closed runway. (5) Any issues or clarification from the Prebid meeting. Question from Owner: Is the Prebid
Meeting mandatory? TxDOT confirmed the Prebid Meeting is not mandatory but, rather, an optional meeting.
b. Deadlines for Contractor’s questions and Final Addendum. Addenda deadline is March 4, 2020.
Prepared and respectfully submitted by Tom R. Hart, P.E. c: All Participants
