NAVY UFGS-01 35 13-2011 SPECIAL PROJECT PROCEDURES《特殊项目流程》.pdf

1、*USACE / NAVFAC / AFCESA UFGS-01 35 13 (November 2011)-Preparing Activity: NAVFAC SupersedingUFGS-01 35 13 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION TABLE OF CONTENTSDIVISION 01 - GENERAL REQUIREMENTSSECTION 01 35 13SPECIAL PRO

2、JECT PROCEDURES11/11PART 1 GENERAL1.1 REFERENCES1.2 DEFINITIONS1.2.1 Landing Areas1.2.2 Safety Precaution Areas1.3 SUBMITTALSPART 2 PRODUCTS2.1 AIRFIELD OBSTRUCTION LIGHTSPART 3 EXECUTION3.1 HAZARDS TO AIRFIELDHELIPORT OPERATION3.1.1 Work in Proximity to Landing AreasLanding StripsLanding Pad(s)3.1.

3、2 Schedule of Work/Aircraft Operating Schedules3.1.3 Daytime Markings3.1.4 Nighttime Markings3.1.5 Excavation3.1.6 Contractor Safety Precautions3.1.7 Base Civil Engineering (BCE) Work Clearance Request3.1.8 Radio Contact3.2 HARBOR WATERWAYS3.2.1 Hazards to Navigation3.2.2 Submarine Cables or Underwa

4、ter Utilities3.2.3 RIMPAC Operational Exercises3.2.4 December 7, 1941 Commemorative Ceremonies3.3 MODEL UNIT3.3.1 Model Unit Description3.3.2 Model Unit Requirements3.3.3 Model Unit Levels of Completion- End of Section Table of Contents -SECTION 01 35 13 Page 1Provided by IHSNot for ResaleNo reprodu

5、ction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA UFGS-01 35 13 (November 2011)-Preparing Activity: NAVFAC SupersedingUFGS-01 35 13 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION 01 35 13SPECIAL PRO

6、JECT PROCEDURES11/11*NOTE: This guide specification covers the requirements for special procedures for airfields, heliports, harbors and repetitive military housing facilities.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification

7、or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective pro

8、ject, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR)*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guid

9、e specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the

10、 reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.SECTION 01 35 13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-References not used in the text will automatically be deleted

11、 from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.U.S. FEDERAL

12、AVIATION ADMINISTRATION (FAA)FAA AC 150/5300-13 (2009; Basic; Change 15) Airport DesignFAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting1.2 DEFINITIONS1.2.1 Landing Areas“Landing Areas“ means:a. The primary surfaces, comprising the surface of the runway, runway shoulders, and lateral s

13、afety zones. The length of each primary surface is the same as the runway length. The width of each primary surface is 609.6 meters 2000 feet ( 304.8 meters 1000 feet on each side of the runway centerline). Exceptions: Some airfields are based on a primary width of 457.2 meters 1500 feet (228.6 mete

14、rs 750 feet on each side of the runway centerline). In such instances, substitute the proper width in the applicable statements.b. The “clear zone“ beyond the ends of each runway is the extension of the primary surface for a distance of 304.8 meters 1000 feet beyond each end of each runway.c. All ta

15、xiways, plus the lateral clearance zones along each side for the length of the taxiways (the outer edge of each lateral clearance zone is laterally 76.2 meters 250 feet from the far or opposite edge of the taxiway (example: a 22.86 meter 75 foot widetaxiway must have a combined width and lateral cle

16、arance zone of 129.54 meters 425 feet.)d. All aircraft parking aprons, plus the area 38.1 meters 125 feet in width extending beyond each edge all around the aprons.1.2.2 Safety Precaution Areas“Safety Precaution Areas” means those portions of approach-departure clearance zones and transitional zones

17、 where placement of objects incident to contract performance might result in vertical projections at or above the approach-departure clearance, or the transitional surface.a. The “approach-departure clearance surface” is an extension of the primary surface and the clear zone at each end of each runw

18、ay, for a distance of 15240 meters 50,000 feet, first along an inclined (glide angle) and then along a horizontal plane, both flaring symmetrically about the runway centerline extended.SECTION 01 35 13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IH

19、S-,-,-(1) The inclined plane (glide angle) begins in the clear zone 61 meters 200 feet past the end of the runway (and primary surface) at the same elevation as the end of the runway. It continues upward at a slope of 50:1 ( 0.305 meters 1 foot vertically for each15.24 meters 50 feet horizontally) t

20、o an elevation of 152.4 meters500 feet above the established airfield elevation. At that point the plane becomes horizontal, continuing at that same uniform elevation to a point 15240 meters 50,000 feet longitudinally from the beginning of the inclined plane (glide angle) and ending there.(2) The wi

21、dth of the surface at the beginning of the inclined plane (glide angle) is the same as the width of the clear zone. It then flares uniformly, reaching the maximum width of 4876.8 meters 16,000 feetat the end.b. The “approach-departure clearance zone” is the ground area under the approach-departure c

22、learance surface.c. The “transitional surface” is a sideways extension of all primary surfaces, clear zones, and approach-departure clearance surfaces along inclined planes.(1) The inclined plane in each case begins at the edge of the surface.(2) The slope of the incline plane is 7:1 ( .305 meters 1

23、 foot vertically for each 2.13 meters 7 feet horizontally). It continues to the point of intersection with the:(a) Inner horizontal surface (which is the horizontal plane 45.72 meters 150 feet above the established airfield elevation); or(b) Outer horizontal surface (which is the horizontal plane 15

24、2.4 meters 500 feet above the established airfield elevation), whichever is applicable.d. The “transitional zone” is the ground area under the transitional surface. (It adjoins the primary surface, clear zone, and approach-departure clearance zone.)1.3 SUBMITTALS*NOTE: Review Submittal Description (

25、SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Governme

26、nt approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.For submitta

27、ls requiring Government approval on Army projects, a code of up to three characters within SECTION 01 35 13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the submittal tags may be used following the “G“ designation to indicate the approving a

28、uthority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following th

29、e “G“ typically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designa

30、tion are for Contractor Quality Control approval.for information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-01 Preconstruction S

31、ubmittals Heavy Equipment and Vehicle List Existing Conditions SurveyConstruction Operations PlanSafety PlanSchedule of Work Watercraft list SD-04 SamplesModel UnitPART 2 PRODUCTS2.1 AIRFIELD OBSTRUCTION LIGHTSAirfield obstruction lights must conform to FAA AC 70/7460-1 and have red or white lenses.

32、PART 3 EXECUTION3.1 HAZARDS TO AIRFIELDHELIPORT OPERATION*NOTE: Include these paragraphs in projects where work will occur on or near aircraft runways, taxiways, or similar aircraft operational facilities. Use the term “landing strip“landing pad“ when dealing with heliports. Use the term “landing ar

33、ea(s)“ when dealing with airplanes. Use SECTION 01 35 13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the term “Operations Officer,“ except as directed otherwise.*In addition to “DFARS 252.236-7005, Airfield Safety Precautions,“ the followin

34、g paragraphs apply.3.1.1 Work in Proximity to Landing AreasLanding StripsLanding Pad(s)Place nothing upon the landing area or applicable portions of safety precaution areas without authority of the Contracting Officer.Use of landing areaslanding stripslanding pads for purposes other than aircraft op

35、eration,is prohibited without permission of the Contracting Officer, and the landing arealanding striplanding pad is closed by order of the Contracting Officer and marked as indicated herein.Accomplish all construction work on the runways, taxiways, and parking aprons and in the end zones of the run

36、ways and 23 m 75 feet to each side of the runways and taxiwaysthe landing strip, 23 m 75 feet to each side thereof, and on the taxiways and parking apronsthe landing pad(s) with extreme care regarding the operation of aircraft. Cooperate closely, and coordinate with the Operations Officer and the Co

37、ntracting Officer. Park equipment in an area designated by the Contracting Officer. Parking of equipment, vehicles, or any type of storage overnight or for any extended period of time in the proximity of the landing areas or taxiwayslanding striplanding pad is strictly prohibited. Leave no material

38、in areas where extreme care is to be taken regarding the operation of aircraft.During periods of active performance of work on the airfield by the Contractor, govern all operations of mobile equipment per the safety provisions.3.1.2 Schedule of Work/Aircraft Operating SchedulesSchedule work to confo

39、rm to aircraft operating schedules. The Government will exert every effort to schedule aircraft operations so as to permit the maximum amount of time for the Contractors activities; however, in the event of emergency, intense operational demands, adverse wind conditions, and other such unforeseen di

40、fficulties, the Contractor must cease operations at the specified locations in the aircraft operational area for the safety of the Contractor and military personnel and Government property. Submit a schedule of the work to the Contracting Officer for transmittal to the Operations Officer describing

41、the work to be accomplished; the location of the work, noting distances from the ends of landing areas, taxiwayslanding stripslanding pads and buildings and other structures as necessary; and dates and hours during which the work is to be accomplished. Keep the approved schedule of work current, and

42、 notify the Contracting Officer of any changes prior to beginning each days work.Prior to commencement of work, submit the following to the Contracting Officer for transmittal to the Operations Officer:Existing Conditions SurveyConstruction Operations PlanSafety PlanHeavy Equipment and Vehicle ListW

43、here flying is controlled, additional permission must be obtained from the SECTION 01 35 13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-control tower operator to enter a landing area unless such area is marked as hazardous to aircraft.3.1.3

44、 Daytime MarkingsDuring daylight, mark stationary and mobile equipment with international orange and white checkered flags, mark the material, and work with yellow flags.Vehicles operating in the landing area, must be identified by means of a flag on a staff attached to and flying above the vehicle.

45、 Flag size must be not less than 1 meter 3 feet square and consist of a checkered pattern of international orange and white squares not less than 300 millimeter 1 foot on each side. Flags varying in any dimension by not more than 10 percent of the specified dimensions are considered to comply with the stated requirements.3.1.4 Nighttime MarkingsDuring nighttime, which begins 2 hours before sundown and ends 2 hours after sunrise, mark stationary and mobile equipment and material, and work with red lanternsbattery-operated, lo