SAN MALS_Bore Specification_Sep 07 2019.pdf
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| SAN | DIEGO | (SAN) | ||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | (MALS) |
DIRECT BORE INSTALLATION
CONSTRUCTION SPECIFICATION
For
| RUNWAY | 27 | ||
| MEDIUM | APPROACH | LIGHTING | SYSTEM |
at
SAN DIEGO INTERNATIONAL AIRPORT
in
SAN DIEGO, CALIFORNIA
September 07, 2019
| Prepared | by: | ||||
| FEDERAL | AVIATION | ADMINISTRATION | |||
| Air | Traffic | Organization | |||
| Technical | Operations | Unit | |||
| Western | Service | Area | |||
| Engineering | Services | ||||
| Navaids | Engineering | Center | – | Los | Angeles |
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
ii
| Table | of | Contents | |||||
| DIVISION | 1 | SUMMARY | OF | WORK | ..................................................................................................................... | 1 | |
| SECTION | 01010 | ......................................................................................................................................................... | 1 | ||||
| SUMMARY | OF | WORK | .............................................................................................................................................. | 1 | |||
| PART | 1 GENERAL | ........................................................................................................................................... | 1 | ||||
| 1.1 | Scope | of | Work | ................................................................................................................................................ | 1 | ||
| 1.2 | References | ....................................................................................................................................................... | 2 | ||||
| 1.3 | Drawings | .......................................................................................................................................................... | 2 | ||||
| 1.3.1 | Construction | Drawings | Provided | ...................................................................................................... | 2 | ||
| 1.3.2 | As‐Built | Drawings | .................................................................................................................................... | 2 | |||
| 1.4 | Submittal | ......................................................................................................................................................... | 2 | ||||
| 1.4.1 | Material | ........................................................................................................................................................ | 2 | ||||
| 1.4.2 | Schedule | ...................................................................................................................................................... | 2 | ||||
| 1.4.3 | Schedule | of | Values | .................................................................................................................................. | 3 | ||
| 1.4.4 | Safety | Plan | ................................................................................................................................................... | 3 | |||
| 1.4.5 | Work | Plan | .................................................................................................................................................... | 3 | |||
| 1.4.6 | Testing | ........................................................................................................................................................... | 3 | ||||
| PART | 2 PRODUCTS | ........................................................................................................................................ | 4 | ||||
| 2.1 | Government | Furnished | Material | ........................................................................................................... | 4 | ||
| 2.1.1 | Inventory | and | Inspection | of | GFM | ...................................................................................................... | 4 |
| 2.2 | contractor | Furnished | Material | ............................................................................................................... | 4 | ||
| 2.3 | Material | ............................................................................................................................................................ | 5 | ||||
| 2.3.1 | External | Hardware | .................................................................................................................................. | 5 | |||
| 2.3.2 | Galvanized | Rigid | Metal | Conduit | (GRMC) | ....................................................................................... | 5 |
| 2.3.3 | Anti‐oxidant | Compound | ........................................................................................................................ | 5 | |||
| 2.3.4 | Asbestos | Free | Material | .......................................................................................................................... | 5 | ||
| PART | 3 EXECUTION | ...................................................................................................................................... | 5 | ||||
| 3.1 | Schedule | ........................................................................................................................................................... | 5 | ||||
| 3.1.1 | Work | Schedule | ........................................................................................................................................... | 5 | |||
| 3.1.2 | Construction | Schedule | ........................................................................................................................... | 5 | |||
| 3.1.3 | Weekly | Look | Ahead | Work | Schedule | ................................................................................................ | 6 |
| 3.1.4 | Deviation | from | Work | Schedule | .......................................................................................................... | 6 | |
| 3.1.5 | Daily | Construction | Log | ........................................................................................................................... | 6 | ||
| 3.2 | Pre‐Construction | Meeting | ........................................................................................................................ | 6 | |||
| 3.3 | Layout | ............................................................................................................................................................... | 6 | ||||
| 3.4 | Special | Requirements | ................................................................................................................................. | 7 | |||
| 3.4.1 | Special | Precautions.................................................................................................................................. | 7 | ||||
| 3.4.2 | Safety | Requirements | ............................................................................................................................... | 7 | |||
| 3.4.2.1 | Runway | Safety | Area | ............................................................................................................................. | 7 | ||
| 3.4.2.2 | Approach | Surface | .................................................................................................................................. | 7 | |||
| 3.4.2.3 | Construction | Vehicle | Traffic | ............................................................................................................ | 8 | ||
| 3.4.2.4 | Unauthorized | Structures | ................................................................................................................... | 8 | |||
| 3.4.2.5 | Hazard | Marking | ..................................................................................................................................... | 8 |
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
iiii
| 3.4.2.6 | Safety | Plan | ............................................................................................................................................... | 8 | ||||
| 3.4.3 | Radio | Communications | .......................................................................................................................... | 9 | ||||
| 3.4.4 | Work | Limitations | ...................................................................................................................................... | 9 | ||||
| 3.4.4.1 | Trenches, | Holes, | and | Excavations | ................................................................................................. | 9 | ||
| 3.4.4.2 | Displaced/Relocated | Threshold | ..................................................................................................... | 9 | ||||
| a) | Displaced | Threshold | .................................................................................................................................... | 9 | ||||
| b) | Relocated | Threshold | .................................................................................................................................... | 9 | ||||
| 3.4.5 | Work | Plan | ................................................................................................................................................. | 10 | ||||
| 3.5 | Protection | of | Existing | Utilities | and | Cables | ..................................................................................... | 10 |
| 3.6 | Installation | and | Workmanship | ........................................................................................................... | 10 | |||
| 3.7 | Temporary | Facilities | ................................................................................................................................ | 11 | ||||
| 3.7.1 | Temporary | Water | .................................................................................................................................. | 11 | ||||
| 3.7.2 | Temporary | Toilets | and | Sanitation | ................................................................................................. | 11 | ||
| 3.8 | Security | Requirements | ........................................................................................................................... | 11 | ||||
| 3.9 | Safety | .............................................................................................................................................................. | 12 | |||||
| 3.10 | Sedimentation, | Erosion, | And | Dust | Control | ................................................................................. | 12 | |
| 3.11 | Debris | Control | And | Clean‐Up | ............................................................................................................ | 12 | ||
| 3.12 | Inspection | & | Acceptance | ..................................................................................................................... | 12 |
| DIVISION | 2 | SITE | WORK | ...................................................................................................................................... | 14 | |
| SECTION | 02011 | ...................................................................................................................................................... | 14 | |||
| DIRECTIONAL | BORING | ....................................................................................................................................... | 14 | |||
| PART | 1 | – | GENERAL | .......................................................................................................................................... | 14 | |
| 1.1 | Work | Included | ............................................................................................................................................ | 14 | ||
| 1.2 | Definitions | .................................................................................................................................................... | 14 | |||
| 1.3 | Submittals | ..................................................................................................................................................... | 14 | |||
| 1.4 | Quality | Assurance | ..................................................................................................................................... | 15 | ||
| 1.4.1 | General | ....................................................................................................................................................... | 15 | |||
| 1.4.2 | Product | Testing | ...................................................................................................................................... | 15 | ||
| 1.4.3 | Joint | Testing | Methods | .......................................................................................................................... | 15 | |
| 1.4.4 | Failed | Bore | Path | ..................................................................................................................................... | 16 | |
| 1.5 | Site | Conditions | ........................................................................................................................................... | 16 | ||
| PART | 2 | ‐ | PRODUCTS | ........................................................................................................................................ | 16 | |
| 2.1 | General | ........................................................................................................................................................... | 16 | |||
| 2.2 | Conduit | Materials | ...................................................................................................................................... | 16 | ||
| 2.3 | Bore | Hole | Diameter | .................................................................................................................................. | 17 | |
| 2.4 | Drilling | Fluids | ............................................................................................................................................. | 17 | ||
| 2.5 | Equipment | Requirements | ..................................................................................................................... | 17 | ||
| 2.6 | Thrust/Pullback | Requirements | .......................................................................................................... | 17 | ||
| PART | 3 | ‐ | EXECUTION | ...................................................................................................................................... | 18 | |
| 3.1 | Site | Preparation | ......................................................................................................................................... | 18 | ||
| 3.2 | Damaged | Restoration | .............................................................................................................................. | 18 | ||
| 3.3 | Product | Locating | and | Tracking | ........................................................................................................... | 18 |
| 3.4 | Execution | ...................................................................................................................................................... | 20 | |||
| 3.5 | Documentation | Requirements | ............................................................................................................ | 21 |
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
DIVISION 1 SUMMARY OF WORK
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.1 Scope of Work
| The | scope | of | work | under | this | specification | provides | for | all | work | required | for | the | installation | of | |
| underground | conduit | in | support | of | the | runway | 27 | Medium | Approach | Lighting | System | (SAN‐MALS) | ||||
| Replacement | Project | at | San | Diego | International | Airport, | in | San | Diego, | California. | The | contractor | is | |||
| required | to | furnish | labor, | materials | (except | Government | Furnished | Materials | (GFM)), | equipment, | ||||||
| construction | methods, | procedures, | documents, | incidentals, | insurance, | bonds, | security | notifications, | ||||||||
| licenses, | permits | necessary | for | the | installation | of | underground | conduit | using | an | underground | |||||
| electronic | steerable | boring | system, | also | commonly | called | Horizontal | Direction | Drilling | (HDD). | The | |||||
| boring | tool | shall | be | electronically | trackable | and | steerable | to | avoid | underground | obstacles | and | ||||
| existing | utilities. | Upon | completion | of | boring | and | installation | of | conduit, | the | contractor | shall | remove | |||
| all | spoils | from | the | starting | and | termination | pits. | The | pits | shall | be | restored | to | their | original |
conditions.
Work includes, but is not limited to the following:
A. Install conduits utlizing HDD under the airport access road and Taxiway B as shown on drawing
| SAN‐D‐MALS27‐1X. | The | length | of | the | bore | is | approximately | 704 | feet. | ||
| B. The | directional | bore | shall | include | installation | of | eleven | (11) | 3” | diameter | High‐Density |
Polyethylene (HDPE) conduits, schedule 80 or SDR11, installed nominally 7 feet below existing grade.
C. The directional boring run shall include a #6 bare copper tracer for future locating of the buried conduit.
| D. HDPE | conduit | shall | be | smooth | inside, | and | smooth | outside. | ||||||||||
| E. Ends | of | conduits | shall | be | kept | sealed | at | all | times | to | prevent | intrusion | of | dirt | and/or | water. | ||
| F. Install | 4’ | x | 4’ | handholes | (GFM) | at | both | ends | of | the | bore | in | the | locations | shown | on | drawing | SAN‐ |
| D‐MALS27‐1X. | Note | that | one | handole | is | air‐craft | rated | and | one | is | traffic‐rated. | Extend | conduits | ||
| into | the | handholes | [conduit | bell | end | and | handhole | finish | work | (i.e. | ‐ | grounding, | rack | ||
| installation, | etc.) | will | be | done | by | others]. |
| Installation | of | the | underground | conduit | must | be | completed | within | 14 | calendar | days | from | the | date | of |
| Notice | to | Proceed | (NTP). |
| The | dimensions, | measurements, | and | quantity | of | materials | listed | in | this | specification | and | on | the | ||||
| construction | drawings | are | estimated | and | are | presented | to | give | the | contractor | an | idea | of | the | total | ||
| scope | of | work. | The | contractor | is | strongly | encouraged | to | make | a | site | visit | to | verify | the | existing | |
| conditions, | quantities | of | materials, | and | amount | of | work | required. | The | contractor | is | ||||||
| responsible | for | assuring | that | the | bid | reflects | all | work | required | to | accomplish | this | project. | ||||
| Coordinate | site | visit | with | the | FAA | Project | Engineer, | Charles | Dodge | at | (424) | 405‐7531. |
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
1.2 References
Airport Ground Vehicle Operations Guide available from:
www.faa.gov/runwaysafety/asw/downloads/AGVO-guide.doc
1.3 Drawings
| Callouts | on | the | construction | drawings | indicate | work | to | be | done | under | this | contract | unless | ||
| specifically | noted | "installed | by | others" | or | "existing". | Callouts | indicating | work | to | be | done | do | not | |
| always | include | the | word | "install". |
1.3.1 Construction Drawings Provided
| Drawings | applicable | to | this | project | are | listed | in | the | drawing | set. | The | written | scale | (e.g. | 1”=100’) | is | ||
| only | valid | for | FAA | “D | ‐ | size” | drawings | (22”x34”) | and | may | be | slightly | off | due | to | variations | in | printing. |
| On | reduced | size | drawings, | the | bar | scales | (where | shown) | and | written | dimensions | remain | valid. |
1.3.2 As‐Built Drawings
| The | contractor | shall | provide | three | complete | sets | of | As‐Built | drawings | to | the | FAA | Contracting | Officer | |
| Representative | (COR) | at | the | end | of | the | project. | The | following | color | codes | shall | be | used: | |
| Red | ‐ | to | indicated | new | or | changed | information | ||||||||
| Green | ‐ | to | indicated | deletions | |||||||||||
| Blue | ‐ | to | indicate | notes | to | the | draftsman |
| Any | additional | diagrams | and/or | schematics | that | would | be | helpful | for | the | maintenance | of | the | facility |
| should | also | be | included. |
1.4 Submittal
1.4.1 Material
| The | contractor | shall | submit | for | approval; | catalog | data, | cut‐sheets, | samples, | and | any | other | relevant | |||
| information | on | the | contractor | furnished | material | to | be | used | on | this | project. | Two | copies | of | the | |
| submittal | package | shall | be | given | to | the | FAA | COR | for | approval. | Submittals | on | materials | shall | include, | |
| but | is | not | limited | to: |
| ‐ Drilling | Fluid(s) | ||||||
| ‐ Drilling | Additive(s) | (i.e. | – | bentonite) | |||
| ‐ Conduit | (Sch | 80 | HDPE) | ||||
| ‐ Electrical | fittings | and | components | ||||
| ‐ Additional | items | deemed | necessary | by | the | FAA | COR |
1.4.2 Schedule
| Prior | to | start, | the | contractor | shall | submit | a | schedule | and | work | plan | to | the | FAA | COR | for | approval. |
| See | section | 3.1.2 | for | the | date | to | complete | this | project. | The | schedule | shall | show | start | dates, | ||
| duration, | and | finish | dates | for | each | work | activity. | Activities | shall | include | for | each | CLIN, | but | are | not | |
| limited | to: |
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
| Site | layout | |
| Installation | of | conduit |
| Installation | of | handholes |
| Inspection | and | cleanup |
| The | FAA | reserves | the | right | to | modify | the | contractor’s | sequence | of | activities | in | the | interest | of | facility |
| operation, | airport | runway | extension | work | and | airport | safety. |
1.4.3 Schedule of Values
As described in the CLINs. Below are some of the major work items associated with this solicitation.
| The | contractor’s | proposal | shall | include | a | schedule | of | values, | showing | at | a | minimum, | a | breakdown | of | |||
| cost | for | each | work | activity | listed | in | the | work | schedule | below. | Cost | for | each | item | should | include | any | |
| profit | and | overhead. |
| Mobilization | (submittals, | insurance, | bonding, | badging, | etc.) | $ |
| Installation | of | conduit | $ | |||
| Installation | of | handholes | $ | |||
| Inspection | (CAI) | and | cleanup | $ | ||
| Demobilization | $ |
1.4.4 Safety Plan
The contractor shall submit a safety plan per paragraph 3.4.2.6 of this section.
1.4.5 Work Plan
The contractor shall submit a work plan per paragraph 3.4.5 of this section.
1.4.6 Testing
| The | contractor | shall | complete, | at | his | own | expense, | all | testing | as | required | by | these | specifications. | ||
| The | results | shall | be | submitted | on | approved | FAA | TRDR | forms | to | the | FAA | COR. | Required | testing | |
| includes, | but | is | not | limited | to, | the | following: |
‐ Soil compaction testing at handhole locations (performed by an independent testing company).
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
PART 2 PRODUCTS
| Reference | herein | or | in | the | construction | drawings | to | any | specific | commercial | product, | process, | or | |
| service, | any | trade | name, | trademark, | manufacturer, | or | otherwise, | does | not | necessarily | constitute | or | ||
| imply | its | endorsement, | recommendation, | or | favoring | by | the | Federal | Aviation | Administration. | The | |||
| contractor | may | submit | a | request | for | substitution | of | a | product, | process, | or | service | specifically | called |
| out. | Such | request | shall | be | through | the | submittal | process. |
2.1 Government Furnished Material
Government furnished material (GFM) for this project is listed as follows:
Quantity Item Description
| 1 | 4’ | x | 4’ | Aircraft‐Rated | Handhole |
| 1 | 4’ | x | 4’ | Traffic‐Rated | Handhole |
| Contact | Charles | Dodge | at | (424) | 405‐7531, | FAA | Project | Engineer | (at | least | 72 | hours | in | advance) | for |
| coordination | of | pick | up. | The | contractor | is | responsible | for | the | loading, | transportation, | unloading | |||
| and | storage | of | GFM | material. |
2.1.1 Inventory and Inspection of GFM
| The | contractor | shall | sign | a | copy | of | the | Government | furnished | material | (GFM) | list | acknowledging | ||||
| receipt | of | the | furnished | material, | noting | any | discrepancies | if | necessary. | When | the | contractor | signs | ||||
| for | custody, | he | acknowledges | receipt | in | good | condition | and | assumes | responsibility | for | any | |||||
| subsequent | loss | or | damage. | The | contractor | shall | return | all | GFM | that | is | not | installed | to | the | location | |
| where | the | material | was | picked | up. |
2.2 contractor Furnished Material
| The | contractor | shall | furnish | all | material | that | is | required | and | not | otherwise | indicated | to | be |
| Government | furnished. | Materials | furnished | by | the | contractor | shall | be | new, | the | standard | products | ||
| of | manufacturers | regularly | engaged | in | the | production | of | such | materials, | and | of | the | manufacturer’s | |
| latest | designs | that | comply | with | the | specification | requirements. |
| The | contractor | is | responsible | for | making | their | own | arraignments | for | material | delivery | and | ||||
| receiving. | The | contractor | shall | not | have | any | material | delivered | to | any | FAA | offices. | Delivery | to | the | |
| Airport | address | shall | only | be | done | with | the | prior | approval | of | the | airport | management. | |||
| The | list | of | contractor | furnished | material | includes, | but | is | not | limited | to: |
‐ Drilling fluid(s)/additive(s)
‐ HDPE conduit
‐ Electrical fittings and components, as required
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
2.3 Material
2.3.1 External Hardware
N/A
2.3.2 Galvanized Rigid Metal Conduit (GRMC)
N/A
2.3.3 Anti‐oxidant Compound
N/A
2.3.4 Asbestos Free Material
| The | contractor | shall | not | use | any | asbestos | containing | material | (ACM) | at | any | time | during | the | ||
| construction. | The | contractor | shall | verify | that | all | material, | including | those | supplied | by | third | parties, | |||
| are | asbestos | free | materials. | A | written | certification | letter | shall | be | provided | by | the | contractor | to | the | |
| FAA | certifying | that | the | finished | work | is | asbestos | free. |
PART 3 EXECUTION
3.1 Schedule
3.1.1 Work Schedule
| All | airfield | work | shall | be | performed | during | the | night | hours | of | 0000 | and | 0530, | Tuesday | through | ||
| Saturday | when | runway | 27 | is | closed | for | routine | maintenance. | No | work | shall | be | performed | outside | |||
| these | hours | or | scheduled | on | Sundays | or | legal | holidays | without | prior | approval | from | the | FAA | COR. | ||
| All | work | scheduled | to | occur | inside | the | RSA | must | be | approved | by | the | FAA | COR | and | SAN | Airport |
Manager.
| Work | on | this | project | may | only | occur | during | winter | months | from | September | until | the | middle | of |
| April | due | to | the | presence | of | an | endangered | bird | habitat | within | the | project | area. |
| The | contractor | shall | furnish | the | FAA | COR | with | emergency | (24 | hour) | contact | phone | numbers | for | the |
| contractor’s | superintendent | and | an | alternate | individual. | Such | numbers | will | be | used | if | the | |||
| contractor | needs | to | be | contacted | outside | of | normal | working | hours. |
3.1.2 Construction Schedule
| Prior | to | start, | the | contractor | shall | submit | a | schedule | and | work | plan | to | the | FAA | COR | for | approval. |
| The | schedule | shall | show | start | dates, | duration, | and | finish | dates | for | each | work | activity. | Activities | |||
| shall | include | for | each | CLIN, | but | are | not | limited | to: |
| Site | layout | |
| Installation | of | conduit |
| Installation | of | handholes |
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
Inspection and cleanup
| The | FAA | reserves | the | right | to | modify | the | contractor’s | sequence | of | activities | in | the | interest | of | facility |
| operation | and | airport | safety. |
3.1.3 Weekly Look Ahead Work Schedule
| On | a | weekly | basis, | the | contractor | shall | submit | a | schedule | showing | activities | desired | to | be | |
| performed | during | the | upcoming | week. | These | work | activities | shall | be | approved | by | the | FAA | COR. |
3.1.4 Deviation from Work Schedule
| The | Airport | Manager | and | the | FAA | COR | reserve | the | right | to | suspend | or | stop | construction | as | ||
| necessary | for | the | safety | of | aircraft | or | airport | property. | In | addition, | the | FAA | may | adjust | the | work | |
| hours | to | satisfy | the | facility | operations. |
3.1.5 Daily Construction Log
The contractor shall keep a Daily Construction Log. At a minimum, the daily log shall contain:
| Items | accomplished | for | that | day | |||||||
| Start | and | stop | time | of | work | ||||||
| Name | of | workers | (including | sub‐contractors), | and | hours | they | worked | for | that | day |
| Weather | (including | sky, | ground | moisture | conditions, | and | temperature) | ||||
| Material | received | ||||||||||
| Documental | photographs | showing | the | progress | of | work, | and | as | required. |
The Daily Construction Logs shall be turned over to the FAA COR on a weekly basis.
3.2 Pre‐Construction Meeting
| Prior | to | the | start | of | any | work | and | the | contractor's | access | to | the | work | site, | the | contractor | shall | be |
| required | to | attend | a | pre‐construction | meeting. | Attendees | at | the | meeting | may | include, | but | are | not | ||||
| limited | to, | the | FAA | Project | Engineer, | FAA | COR, | FAA | Contracting | Officer, | the | Airport | Manager, | |||||
| Airport | Operations, | FAA | maintenance, | and | other | interested | parties | as | determined | by | the | FAA | ||||||
| Project | Engineer. | Topics | at | the | meeting | will | include; | site | access, | airport | security, | work | safety, | work | ||||
| schedule, | project | expectations, | work | procedures, | emergency | plans, | and | other | items | relating | to | the | ||||||
| execution | of | the | project. |
3.3 Layout
| The | contractor | shall | verify | the | field | measurements | and | coordinates | indicated | on | the | drawings | with | |||||
| the | FAA | COR | before | starting | any | layout. | The | contractor | shall | lay | out | his | work | from | base | lines | and | |
| bench | marks | indicated | on | the | drawings | and | shall | be | responsible | for | all | measurements | in | connection | ||||
| therewith. | The | contractor | shall | furnish, | at | his | own | expense, | all | stakes, | templates, | platforms, | ||||||
| equipment, | tools, | materials | and | labor | as | may | be | required | in | laying | out | any | part | of | the | work. | All | |
| layout | work | shall | be | accomplished | by | a | State | of | California | Professional | Land | Surveyor. | The | |||||
| contractor | is | to | properly | maintain | the | specified | layouts | to | assure | proper | alignment | of | the |
construction.
| SAN | DIEGO | (SAN) | ||||
| MEDIUM | APPROACH | LIGHTING | SYSTEM | – | RUNWAY | 27 |
SAN DIEGO, CALIFORNIA
3.4 Special Requirements
3.4.1 Special Precautions
| The | contractor | shall | conform | to | the | rules | and | regulations | of | the | airport | and | shall | coordinate | all |
| work | with | the | FAA | COR. |
| Note: | Unscheduled | interruptions | of | the | electrical | service | to | FAA | facilities | may | cause | aircraft | |||
| accidents | and | loss | of | life. | Work | requiring | a | temporary | or | permanent | de‐energization | of | equipment | ||
| shall | be | scheduled | in | writing | with | the | FAA | COR | and | the | onsite | FAA | maintenance | personnel. | Only |
| onsite | FAA | maintenance | personnel | are | authorized | to | energize/de‐energize | equipment, | or | to | |||||
| operate | a | circuit | breaker, | switch, | or | fuse | in | an | FAA | facility. |
3.4.2 Safety Requirements
| Aviation | Safety | is | a | primary | consideration | during | airport | construction. | The | contractor | is | |
| completely | responsible | for | complying | with | the | Airport’s | safety | and | operation | procedures, | as | |
| dictated | by | the | Airport. |
| During | the | performance | of | this | contract, | the | airport | runways, | taxiways, | and | aircraft | parking | aprons | ||
| shall | remain | in | use | by | aircraft | to | the | maximum | extent | possible, | CONSISTENT | WITH | CONTINUAL | ||
| SAFETY. | The | contractor | shall | not | allow | employees, | subcontractors, | suppliers, | or | any | other | ||||
| unauthorized | person | to | enter | or | remain | in | any | airport | area | which | would | be | hazardous | to | persons |
| or | to | aircraft | operations. |
| Employees | violating | any | active | runway | safety | areas | (incursions) | will | be | permanently | removed | from |
| the | entire | project. |
3.4.2.1 Runway Safety Area
| The | Runway | Safety | Area | (RSA) | for | Runway | 27 | extends | to | 250 | feet | on | each | side | of | the | runway | |
| centerline. | The | contractor | shall | not | be | allowed | into | the | Runway | Safety | Area | without | prior | approval | ||||
| from | the | FAA | COR | and | the | Airport | Manager. | In | general, | no | workers | or | equipment | shall | be | allowed | ||
| inside | the | safety | area | when | aircraft | are | using | the | runway. | Any | work | to | be | done | inside | the | safety | |
| area | shall | be | scheduled | and | closely | coordinated | with | the | FAA | COR | and | the | Airport | manager. |
| In | addition | to | the | restrictions | of | working | in | the | RSA, | the | Airport | Manager | and/or | the | FAA | COR | may |
| impose | more | restrictive | requirements | as | needed | to | maintain | airport | safety. |
3.4.2.2 Approach Surface
| No | vehicles | or | equipment | shall | be | permitted | to | penetrate | an | approach | surface | (extended | along | the |
| runway | centerline) | 50:1 | for | ILS | approach, | 34:1 | approach | surfaces | for | precision | approach | runways | ||
| and | 20:1 | for | non‐precision | approach | runways. | The | approach | surfaces | begin | at | the | runway | ||
| threshold | centerline | elevation | and | starts | 200 | ft. | downwind | from | the | threshold | (or | from | the | location |
| of | the | Displaced/Relocated | threshold). | The | departure | surface | begins | at | the | runway | threshold. | The | ||
| approach | surface | for | Runway | 27 | is | 50:1. |
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3.4.2.3 Construction Vehicle Traffic
| The | contractors' | vehicles | and | equipment | shall | enter | the | work | site | and | construction | areas | at | |||
| approved | locations, | and | by | way | of | authorized | routes. | The | use | of | runways, | aprons, | taxiways, | ramps, | ||
| will | not | be | permitted | unless | specifically | approved | by | the | FAA | COR | and | the | Airport | Manager. | The | |
| contractor | shall | inform | all | personnel | that | aircraft | have | the | right‐of‐way | at | all | times. | The | contractor | ||
| shall | be | responsible | for | maintaining | control | and | security | at | each | entry | point, | as | approved. |
| As | a | minimum, | all | vehicles | and | motorized | equipment | that | enter | the | Airport | Operations | Area | (AOA) | ||
| shall | be | marked | per | AC | 150/5210‐5B | (or | latest | version). | In | general, | all | vehicles | and | motorized | ||
| equipment | inside | the | AOA | shall | be | marked | with | a | three | foot | by | three | foot | flag | with | international |
| orange | and | white | 12 | inch | squares | displayed | in | full | view | above | the | vehicles | for | day | time | |
| construction | or | an | approved | yellow | flashing | beacon. | A | flashing | beacon | is | required | for | all | night | time |
work.
| In | addition, | no | personnel | will | be | permitted | to | drive | on | the | airside | of | the | airport | unless | he/she | has |
| met | with | Airport | Operations | for | review | of | Airport | Rules | and | Regulations | and | has | read, | and | certified | ||
| that | he/she | has | read, | “A | Guide | to | Ground | Vehicle | Operations | on | an | Airport” | (DOT/FAA/AS‐90‐3). | A | |||
| copy | of | this | document | is | attached | at | the | end | of | this | specification. |
3.4.2.4 Unauthorized Structures
| The | contractor | shall | install | no | fences | or | other | physical | obstructions | on | or | around | the | project | work |
| area | without | the | approval | of | FAA | COR. |
3.4.2.5 Hazard Marking
The contractor shall use barricades, flashers, flags, traffic cones, signs, etc., for the following:
‐ To prevent aircraft from taxiing onto a closed runway, taxiway or apron
‐ To outline construction/maintenance areas
‐ To identify isolated hazard areas such as open manholes, ditches, potholes, waste areas, etc.
| ‐ | To | identify | FAA | and | Airport | facilities, | cables, | power | lines, | and | other | sensitive | areas, | in |
| order | to | prevent | damage, | interference | and | facility | shutdown |
| All | hazard | markings | shall | be | furnished | and | setup | by | the | contractor. | Barricades | inside | the | runway | ||||
| safety | area | shall | be | lightweight | and | frangible. | For | daytime | use, | barricades | should | be | supplemented | |||||
| by | flags; | for | night | time | use, | they | shall | have | flashing | yellow | lights. | Night | time | barricades | shall | not | ||
| penetrate | the | approach | surface. | All | markings | shall | be | to | the | approval | of | the | FAA | COR. |
3.4.2.6 Safety Plan
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| Prior | to | commencement | of | work, | the | contractor | shall | submit | a | safety | plan | for | approval | by | the | FAA |
| COR. | An | acceptable | safety | plan | shall | take | into | account | areas | discussed | in | Appendix | 1 | of | AC | |
| 150/5370‐2F | and | the | Airport’s | rules | for | construction | activity | at | the | Airport. | ||||||
| A | draft | safety | plan | will | be | provided | upon | request. |
3.4.3 Radio Communications
| The | contractor's | superintendent | (or | someone | appointed | by | the | superintendent) | shall | be | required | to | ||||
| monitor | a | transceiver | radio | at | all | times | when | the | contractor | is | operating | inside | the | runway | safety | |
| area. | The | transceiver | shall | be | contractor | furnished | with | a | frequency | range | of | 118‐136 | Mhz | and | ||
| tuned | to | the | local | ATCT | Tower | or | Ground | Control | (CTAF | when | tower | is | closed) | frequency, | UNICOM | |
| frequency, | or | as | required. | Such | radios | shall | be | used | so | that | any | unusual | occurrence | of | approaching, | |
| departing, | taxiing | aircraft | can | be | acknowledged | by | all | concerned | parties. | The | contractor's | use | of | |||
| the | transceiver | radio | is | basically | for | listening | purposes, | transmitting | should | be | in | emergencies | only. |
| Also | each | contractor | vehicle | will | have | a | SAN | approved | ground | to | ground | radio. | This | radio | will | be |
| for | direct | communication | with | the | SAN | on | site | safety | officer | or | his/her | designee. |
3.4.4 Work Limitations
| The | contractor’s | activities | shall | be | planned | and | scheduled | to | minimize | disruption | of | normal | ||
| aircraft | activities. | If | the | clearances | and | restrictions | described | in | this | section | cannot | be | maintained | |
| while | construction | is | underway | (for | example, | when | performing | work | that | is | required | inside | the | |
| runway | safety | area), | action | shall | be | taken | to | close | runways | (or | taxiways, | or | aprons), | |
| displace/relocate | the | runway | threshold | temporarily | (see | 3.4.4.2), | and/or | to | perform | work | at | night | ||
| or | during | periods | of | minimal | aircraft | activity, | as | approved. |
3.4.4.1 Trenches, Holes, and Excavations
| Trenches, | holes, | and | any | other | type | of | excavation | within | the | runway | safety | area | are | not | allowed | ||||
| without | either | closing | the | runway | or | adequately | displacing/relocating | the | runway | threshold | to | ||||||||
| accommodate | the | work. | If | a | runway | closure | or | displacement/relocation | of | the | runway | threshold | |||||||
| becomes | necessary, | the | contractor | shall | submit | a | detailed | plan | which | must | be | approved | by | the | |||||
| Airport | and | the | FAA. | No | trench, | hole, | or | excavation | shall | be | left | open | after | the | close | of | any | work | |
| period. | Steel | plates | shall | be | provided | and | placed | over | any | trench, | hole, | or | excavation | that | is | to | be | ||
| left | open | after | the | close | of | the | work | period. | All | steel | plates | shall | be | a | minimum | of | 1” | thick. |
3.4.4.2 Displaced/Relocated Threshold
N/A
a) Displaced Threshold
N/A
b) Relocated Threshold
N/A
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3.4.5 Work Plan
| Prior | to | commencement | of | work, | the | contractor | shall | submit | a | work | plan | for | approval | by | the | FAA |
| COR | (see | 1.4). | An | acceptable | work | plan | shall | take | into | account | all | areas | discussed | in | this | section. |
3.5 Protection of Existing Utilities and Cables
| The | existing | utility | lines, | utility | structures | and | all | underground | cables, | as | may | be | shown | on | the | ||
| drawings | are | approximate | and | incomplete. | Where | excavation | occurs | in | the | vicinity | of | existing | |||||
| utilities | or | cables, | the | contractor | shall | use | a | private | professional | cable | locator | as | approved | by | the | ||
| FAA, | to | locate | the | existing | utilities | or | cables | prior | to | any | excavation. | The | contractor | shall | |||
| immediately | repair | to | the | satisfaction | of | the | FAA, | any | damage | done | by | the | contractor | or | suppliers | to | |
| utilities | or | cable | within | the | work | area. |
3.6 Installation and Workmanship
| All | work | shall | be | performed | according | to | the | intent | of | the | contract, | and | normal | and | accepted |
| industry | and | Government | standards. |
| All | work | shall | be | accomplished | by | skilled | workers | regularly | engaged | in | this | type | of | work. | Where |
| required | by | local | regulations, | the | workers | shall | be | properly | licensed. | Electrical | terminations | and | |||
| splices | shall | be | done | by | a | qualified | electrician. |
| The | contractor | shall | give | constant | attention | to | the | work | to | facilitate | the | progress | thereof, | and | shall |
| cooperate | with | the | FAA | COR | in | every | way | possible. | The | contractor | shall | have | a | competent | |
| superintendent | on | the | work | site | at | all | times | who | is | fully | capable | of | reading | and | thoroughly |
| understanding | the | plans | and | specifications | and | shall | receive | and | fulfill | instructions | from | the | FAA |
COR.
| An | initial | inspection | shall | be | conducted | when | a | representative | sample | of | work | has | been | completed. | ||
| This | work | shall | be | approved | by | the | FAA | COR | or | his | representative, | prior | to | the | commencement | of |
| additional | work. |
| All | conduits | shall | be | completely | cleaned | prior | to | installing | cable. | A | flexible | mandrel | shall | be | used | to |
| clean | out | mud, | dirt, | and | debris | from | the | raceways. |
| Underground | conduits | shall | be | installed | so | that | no | water | can | be | trapped | in | the | raceway | (water |
| must | able | to | drain | out | of | one | end). |
| All | foundations, | manholes, | vaults, | pull | box's, | equipment | racks, | buildings, | roads, | retaining | walls | and | ||||
| other | above | ground | structures | shall | be | installed | square | (perpendicular | and | parallel) | to | the | runway | |||
| centerline, | prevailing | structure | or | road | as | indicated | on | the | drawings | unless | specifically | indicated | to | |||
| be | otherwise. | Elevated | conduits | and | structures | (those | extending | above | grade) | shall | be | installed | ||||
| level | and | plumb. | Unless | otherwise | indicated, | maximum | tolerance | for | vertical | plumb | ness | is | 1/8” | |||
| horizontal | for | every | four | feet | vertical. | Exposed | raceways | shall | be | installed | parallel | to | or | at | right | |
| angles | with | the | lines | of | the | finished | structure, | unless | otherwise | indicated. |
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| Tops | of | foundations, | cans, | pull | box’s, | manholes, | vaults, | etc., | shall | be | uniform | with | the | tops | of |
| concrete | at | the | surrounding | structures, | natural | grade | or | as | indicated | on | the | drawings | or | as | directed |
| by | the | FAA | COR. | Unless | otherwise | indicated, | top | of | foundations, | cans, | pull | box’s, | manholes, | etc. | |
| shall | be | level | with | a | maximum | tolerance | of | 1/16” | per | foot. |
| Road | curves | shall | be | as | indicated | on | the | drawings | or | as | indicated | by | the | FAA | COR. | Edges | of | roads, |
| walkways | and | graveled | areas | shall | be | clean, | sharp, | and | well | defined. | Installed | surface | material | shall | ||||
| not | be | allowed | to | spill | outside | the | defined | edges. |
| Installed | foundations, | structures, | walkways, | and | roads | not | meeting | the | above | requirements | shall | be |
| removed, | disposed | of, | and | re‐installed | correctly | at | the | contractor’s | expense. |
3.7 Temporary Facilities
| The | contractor | shall | provide | and | pay | for | all | temporary | services | and | facilities | as | specified | below | and | |
| as | necessary | for | the | proper | and | expeditious | execution | of | the | work. | The | contractor | shall | make, | or | |
| have | made, | all | connections | to | existing | services | and | sources | of | supply | as | necessary | and/or | indicated | ||
| and | pay | all | charges | for | same. | All | work | under | this | Section | shall | comply | with | applicable | laws, | rules, |
| regulations, | codes, | ordinances, | and | orders | of | all | Federal, | State, | and | Local | authorities | having | ||||
| jurisdiction | for | the | safety | of | persons, | materials | and | property. | The | contractor | shall | remove | all | such | ||
| temporary | installations | and | connections | when | no | longer | necessary | for | the | project | work. |
3.7.1 Temporary Water
| The | contractor | shall | make | arrangements | to | furnish | a | potable | water | supply | for | workers | and | project |
| work, | and | pay | for | all | water | and | services. |
3.7.2 Temporary Toilets and Sanitation
| The | contractor | shall | provide | ample | and | suitable | on | site | sanitary | conveniences | with | proper | |||
| enclosures | for | the | use | by | the | workers, | FAA | personnel, | and | FAA | support | personnel. | Such | ||
| conveniences | shall | be | kept | clean, | properly | ventilated | and | installed | and | maintained | in | conformity | |||
| with | requirements | of | all | laws | and | ordinances | governing | such | installations. | Locations | shall | be | |||
| subject | to | the | FAA | COR's | approval. | After | completion | of | the | work | such | conveniences | shall | be | |
| removed | from | the | site. |
3.8 Security Requirements
| The | contractor | shall | comply | with | all | security | requirements | established | by | the | Airport. | Only | direct | |
| construction | support | personnel, | vehicles | and/or | equipment | will | be | allowed | to | the | construction | site | ||
| and | AOA. | All | other | vehicles | (including | personal | vehicles) | will | be | parked | outside | the | AOA. |
| During | construction | operations, | the | contractor | shall | use | only | the | access | gates | and | haul | roads | that | |||||
| are | designated | by | the | FAA | COR. | The | gate | may | be | used | only | for | authorized | vehicle | traffic | flow. | At | ||
| such | times | as | this | gate | is | not | guarded, | it | shall | be | closed | and | securely | locked. | The | contractor | shall | be | |
| held | duly | responsible | to | uphold | the | above | security | stipulations | at | all | times | during | the | progress | of | ||||
| the | construction | project. | No | deviations | from | these | security | measures | shall | be | allowed | at | any | time. |
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3.9 Safety
| All | work | shall | be | accomplished | in | accordance | with | OSHA | Regulations | (Standards | – | 29 | CFR), | Part |
| 1926, | Safety | and | Health | Regulations | for | Construction. |
| Protective | Equipment, | including | personal | protective | equipment | for | eyes, | face, | head, | and | protective | |||
| clothing | shall | be | used | wherever | it | is | necessary | by | reasons | of | hazards | or | environment | [1926.95]. |
| Head | protective | equipment | (helmets) | shall | be | worn | in | areas | where | there | is | a | possible | |
| danger | of | head | injuries | from | impact, | flying | or | falling | objects, | or | electrical | shock | and | burns |
[1926.100].
Eye and face protection equipment shall be worn when machines or operations present potential eye or face injury [1926.102].
| Specific | work | and | operations | requiring | the | mandatory | use | of | personnel | protective | equipment | shall |
| be | determined | by | the | FAA | COR. |
3.10 Sedimentation, Erosion, And Dust Control
| The | contractor | shall | submit | a | plan | for | sedimentation, | erosion, | and | dust | control. | The | plan | shall | show | |
| best | management | practices | such | as | the | use | of | silt | fencing | and/or | hay | bales | to | filter | sediments | from |
| runoff | and | the | application | of | water | as | needed | to | control | dust. |
3.11 Debris Control And Clean‐Up
| The | work | site | shall | be | kept | clean | and | orderly | during | the | progress | of | work. | Special | attention | shall | be | |
| exercised | to | prevent | the | production | of | FOD | (foreign | object | debris) | which | could | cause | damage | to | ||||
| aircraft | and/or | airport | equipment. | Prior | to | the | Contract | Final | Inspection, | the | contractor | shall | clean | |||||
| all | areas | of | the | construction | site. | This | shall | include | but | is | not | limited | to | the | dress‐up, | sweep‐up, | and | |
| re‐seeding | of | all | areas | disturbed | during | construction. | A | NEAT | FINAL | APPEARANCE | OF | THE | ||||||
| INSTALLED | FACILITIES | (INTERIOR | AND | EXTERNAL) | SHALL | BE | EMPHASIZED! | All | clean‐up | work | ||||||||
| shall | be | to | the | approval | of | the | FAA | COR. |
| Upon | completion | of | work, | the | contractor | shall | be | required | to | obtain | a | letter | from | the | Airport | |||
| Manager | indicating | that | the | work | area | has | been | left | in | an | acceptable | condition. | A | copy | of | the | letter | |
| shall | be | given | to | the | FAA | COR. |
3.12 Inspection & Acceptance
| The | contractor | shall | maintain | an | adequate | inspection | system | and | perform | such | inspections | to | |
| ensure | that | the | work | performed | under | the | contract | conforms | to | contract | requirements. | The | |
| contractor | shall | maintain | complete | inspection | records | and | make | them | available | to | the | Government. |
| THE | PRESENCE | OR | ABSENCE | OF | A | GOVERNMENT | INSPECTOR | DOES | NOT | RELIEVE | THE |
| CONTRACTOR | FROM | ANY | CONTRACT | REQUIREMENT. |
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The Government inspections and tests are for the sole benefit of the Government and do not‐
| Relieve | the | contractor | of | responsibility | for | providing | adequate | quality | control | measures; | |||
| Relieve | the | contractor | of | responsibility | for | damage | to | or | loss | of | the | material | before |
acceptance;
Constitute or imply acceptance.
| The | contractor | shall, | without | charge, | replace | or | correct | work | found | by | the | Government | not | to |
| conform | to | contract | requirements. | The | contractor | shall | promptly | segregate | and | remove | rejected | |||
| material | from | the | premises. |
END OF SECTION
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DIVISION 2 SITE WORK
SECTION 02011
DIRECTIONAL BORING
PART 1 – GENERAL
1.1 Work Included
| The | work | under | this | Section | includes, | but | is | not | limited | to, | the | furnishing | of | labor, | materials, |
| equipment, | construction | methods, | procedures | & | documents, | and | incidentals | necessary | for | the | |||||
| installation | of | underground | conduit | for | directional | boring, | also | commonly | called | Horizontal | |||||
| Directional | Drilling | (HDD). |
1.2 Definitions
| HDD | – | Is | a | trench‐less | method | for | installing | a | product | that | serves | as | a | conduit | for | liquids | & | gasses, | |
| or | as | a | duct | for | pipe, | cable, | or | wire | line | products. | It | is | a | multi‐stage | process | consisting | of | site | |
| preparation | and | restoration, | equipment | set‐up, | and | drilling | a | pilot | bore | along | a | predetermined | path | ||||||
| and | then | pulling | the | product | back | through | the | drilled | space. | When | necessary, | enlargement | of | the | |||||
| pilot | bore | hole | may | be | necessary | to | accommodate | a | product | larger | than | the | pilot | bore | hole | size, | |||
| This | process | is | referred | to | as | back | reaming | and | is | done | at | the | same | time | the | product | is | being | pulled |
| back | through | the | pilot | borehole. |
| Orientation | and | tracking | of | the | drill | bit | as | it | is | being | pushed | into | the | ground | by | a | hydraulic | jack | is | |
| determined | by | an | above | ground | radio | detection | device | which | picks | up | a | radio | signal | generated | ||||||
| from | a | transmitter | located | within | the | drill | bit | head. | This | then | electronically | translates | the | radio | ||||||
| signal | to | provide | a | depth | and | alignment | reading. | In | order | to | minimize | friction | and | prevent | collapse | |||||
| of | the | borehole, | a | soil‐ | stabilizing | agent | (drilling | fluid) | is | introduced | into | the | annular | bore | space | |||||
| from | the | trailing | end | of | the | drill | bit. | The | rotation | of | the | bit | in | the | soil | wetted | by | the | drilling | fluid |
| creates | slurry. | The | slurry | acts | to | stabilize | the | surrounding | soil | and | prevent | collapse | of | the | borehole | |||||
| as | well | as | provides | lubrication. |
1.3 Submittals
Submittals shall include:
A. The Contractor shall select or design drilling fluids for the site‐specific soil and ground water
| conditions. | This | shall | be | submitted | to | the | COR | for | approval | prior | to | beginning | any | drilling | |
| operations. | Confine | free | flowing | (escaping) | slurry | or | drilling | fluids | at | the | ground | surface | |||
| during | pull | back | or | drilling. | Accomplish | this | by | creating | sump | areas | for | vacuum | operations | to | |
| prevent | damage | or | hazardous | conditions | to | surrounding | areas. | Remove | all | residual | slurry | ||||
| from | the | surface | and | restore | the | site | to | preconstruction | conditions. |
B. Submit for review complete working drawings describing the equipment, material, lay‐out
| details | and | the | sequence | of | operations | to | be | performed | during | the | boring. | Indicate | the | type | of | |
| drill | bit | and | back‐reamer | proposed | for | the | site | specific | soil | and | alternatives | if | rock | conditions |
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are encountered. Include any proposed dewatering method to be used if necessary.
| C. Submit | for | review | the | layout | and | design | of | access | pits | and/or | shafts. | Submit | a | certification | that |
| the | structural | design | of | the | shoring | and | bracing | if | applicable | meets | the | contract | safety |
requirements.
| D. Review | by | COR | shall | not | be | construed | in | any | way | of | relieving | contractor | of | his | contractual |
| responsibilities | to | ensure | that | boring | is | carried | out | as | efficiently | and | as | safely | as | possible. |
E. As‐built plans and bore path report.
1.4 Quality Assurance
1.4.1 General
| The | contractor | shall | have | a | competent | representative | who | is | thoroughly | knowledgeable | of | the | ||||||
| equipment, | boring | procedures, | and | is | present | at | the | job | site | during | the | entire | installation | & | ||||
| available | to | address | immediate | concerns | and | emergency | situations. | contractor | shall | notify | the | COR | ||||||
| 48 | hours | in | advance | of | starting | work. | Do | not | begin | installation | until | the | COR | is | present | at | the | job |
| site | and | agrees | that | proper | preparations | have | been | made. |
1.4.2 Product Testing
| When | there | is | any | indication | that | the | installed | product | has | sustained | joint | damage | or | has | been | |
| severely | deformed, | stop | all | work | and | notify | the | COR | to | investigate | damage. | The | COR | may | require | a |
| pressure | test | for | any | joint | damage | and | reserves | the | right | to | be | present | during | the | test. | Perform |
| pressure | test | within | 24 | hours | unless | otherwise | approved | by | the | COR. | Furnish | a | copy | of | the | test |
| results | to | the | COR | for | review | and | approval. | The | COR | may | require | non‐compliant | installations | to | be | |
| filled | with | excavatable | flowable | fill. |
1.4.3 Joint Testing Methods
Testing may consist of one of the following methods:
(a) Follow the product manufacturer’s pressure testing recommendations.
| (b) | Ensure | that | product | carrier | pipes | installed | without | a | casing | meet | the | pressure | |
| requirements | as | called | for | in | the | contract | plans. |
(c) A water tight pipe and joint configuration where the product is installed beneath any
| pavement | (including | shoulders). | The | COR | will | determine | when | and | where | water | tight | ||||||
| joint | requirements | are | to | be | applied | to | the | runway/taxiway/roadway | sections. | When | a | ||||||
| product | is | located | elsewhere, | the | pipe | and | joint | configuration | must | meet | or | exceed | soil | ||||
| tight | joint | requirements. | Conduct | tests | for | joint | integrity | for | one | hour. | The | test | for | a | soil | ||
| tight | joint | allows | up | to | 0.1 | gallon | [0.4 | liter] | of | water | leakage | at | a | sustained | pressure | of | 2 |
| psi | [13.79kPa]. | The | water | tight | joint | criteria | allow | no | leakage | at | all | for | a | sustained |
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