TOWN OF ADDISON PLANS, CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS PAVING REPAIR AND STORM SEWER MODIFICATIONS FOR THE FUEL TRUCK ROADWAY -----'------WI N 0 HNTB Corporation 5910
W. Plano Parkway, Suite 200 Plano, TX 75093 July, 2004 
I i . , ! I I •i Section AB Section PF SectionCA SectionPrB Section PyB SectionMB Section GP Section SP Appendix TABLE OF CONTENTS. Advertisements for Bids Proposal Form Contract Agl1!ement
Performance Bond Payment Bond Maintenance Bond General Provisions Special Provisions Plan Sheets and Details 1 Cover Sheet 2 Project Layout 3-6 Pavement Repair Areas 7-14 Details and
Typical Sections ,, TOC-J 
SECTIONAB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving Repair and Storm Sewer Modification for the Fuel Truck Roadway
at the Addison Airport, for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by HNTB Corporation, will
be received at the office of Ms. Minok Suh, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Dallas, Texas until 2:00 p.m. on Wednesday, the 28th day of July, 2004. Bids
received by the appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The contractor shall identify his bid on the outside
of the envelope by writing the words -PAVING REpAIR AND STORM SEWER MODIFICATION FOR THE FuEL TRUCK ROADWAY. 3. Bids shall be accompanied by a cashier's check or certified check upon
a national or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount
from a surety company licensed by the State of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its
authorized agent as a guarantee that the bidder will enter into a contract and execute a Performance Bond within ten (10) business days after notice of award of contract to him. 4. Plans,
specifications and bidding documents may be secured beginning at 9:00 a.m. on Friday, the 9th day of July, 2004 from Ms. Minok Suh, Purchasing Coordinator; Finance Building, 5350 Belt
Line Road, Dallas, Texas. 5. The right is reserved by the Mayor and the Town Council as the interest of the Town may require to· reject any or all bids and to waive any informality in
bids received. 6. The Bidder (Proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond. Labor and Material Payment Bond, and Maintenance Bond will
be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount. Bonds shall be issued by a surety company licensed by the State of Texas to act as a
Surety. The performance and payment bonds shall name the Town of Addison as obligee (or such other entities as may be designated at the time a contract is executed). . 8. For information
on bidding or to secure bid documents, call Ms. Minok Suh, (972) 450-7091:. For , information on the work to be performed, call Jim Pierce, P.E., Assistant Public Works Director, ' (972)
450-2879 or Mike Hutchison, P.E., HNTB Corporation. (972) 661-5626. 9. This project consists of providing Pavement Repair and Storm Sewer Modification as shoyro on the plans and in accordance
with these specifications. . ." 10. A Mandatory Site Visit will be held at 2:00 p.m. on Monday. the 19th day of July, 2004 beginning at the Addison Service Center, 16801 Westgrove Drive,
Addison, Texas 75001, 972450-2871: All bidders are required to attend. Lack of attendance will be considered non-responsive and a bid will not be accepted from anyone not attending.
.., AB-l i 
I I SECTIONPF PROPOSAL FORM I i PF-l of 10 
SECTIONPF PROPOSAL FORM _____,20_ TO: The Honorable Mayor and Town Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract
documents. and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perfonn labor and work
necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed By: _____________ ACKNOWlEDGEMENT
OF ADDENDA: The Bidder acknowledges receipt of the following addenda: Addendum No.1 Dated: _________ Addendum No. 2 Dated: _________ Addendum No.3 Dated: _________ Addendum No.4 Dated:
_________ Addendum No.5 Dated: _________ Addendum No.6 Dated: _________ PF-2 of 10 
I PROPOSAL FORM Place _____________ Dare _______________ Proposalof __________________________________! a Corporation organized and existing under the laws of the State of ___________________-'.-'
OR Proposruof ___________________________________ a partnership consisting of ____________________________________________ and ______________________________ OR Proposruof __________________________�
�aninmvidurutramngas _________________________________. OR Proposruof ______________________________________, a Joint Venture consisting VA____________________________________________
and __________________________________________________ TO: Town of Admson, Texas Serued bids addressed to the Town of Adffison, Texas, for the Construction of Paving Improvements for
the PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FuEL TRUCK ROADWAY project for the Town of Admson, Texas, hereinafter cruled "Town", in accordance with the plans, specifications
and contract documents prepared by HNTB Corporation, . will be received at at the office of Ms. Minok Suh, Purchasinl Coormnator, Finance Builmng, 5350 Belt Line Road, Admson, Texas
until 2:00 p.m. on the 28 day of July, 2004. Bids received by the appointed time will be opened and read ruoud. Any bids received after stated time will be retumed unopened. The undersigned
Bidder, having visited the site of the work, having examined the Plans, i.e Specifications, and other Contract Documents, inclumng all Addenda, and being familiar with rui of the conmtions
relating to the proposed project, hereby proposes to furnish all marerial, supplies, equipment, and appliances specified for the project and to fumish all lal;JQr, tools,. equipment
and incidentrus to complete the work in accordance with the Specifications; lind other Contract Documents at and for the unit prices proposed herein: PF·30f1O 
BASE BID PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY 1 IComplete in Place, for the Sum of I_________________________ue'''arsand 1______________________ Cents
per unit IComplete in Place, for the Sum at and 1______________________ Cents per Unit TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, BASE BID, ITEMS 1 THROUGH 2,INCLUSlVE: $---------------------WRITTE
N IN WORDS: NOTE: FILL OUT NEx:F SHEET .. , • PF-40110 
I ADDITIVE ALTERNATE 1 PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY ICoITlol"te in Place, for the Sum of I_______________________vv"."and 1___________________
CenlS per unit TOTAL AMOUNT BID FORlvlATERlALS AND SERVICES, ADDITIVE ALTERNATE I, ITEMl: $--------------------WRITTEN IN WORDS: NOTE: FILL OUTNEXT SHEEr .. . , PF· 5 of 10 .1 
ADDITIVE ALTERNATE 2 PAVING REPAIR AND STORM SewER MODIFICATION FOR THE FUEL TRUCK ROADWAY ICornpJerte in Place, for the Sum of I_______________________vu"... and 1___________________
Cents per unit TOTAL AMOUNT BID FOR l>:IATERIALS A,"'D SERVICES, ADDITIVE ALTERNATE 2, ITEM1: $--------------------, WRITTEN IN WORDS: NOTE: FILL OUT NEXT SHEET PF-6of1O 
ADDITIVE ALTERNATE 3 PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY I Complete in Place, for the Sum of I---________________􀁾􀁶􀀢􀀢􀀧􀀮􀀬􀁾􀁾􀀠1______________________
Cents per unil IComplete in Place, lor the Sum 01 I_________________________uu,"a'.and 1______________________ CenlS per unn IComplete in Place, forthe Sum at 1________________________JU'''a'Sand
1___________________ Cents per unit ICompllete in Place, for the Sum of I____________________􀁾􀀢􀁤􀀧􀀬􀁡􀁮􀁤􀀠1___________________ Cents per unit ICampllele in Place, for the Sum at
1______________________UU"d.. 􀁾􀁤􀀠1_____________________ ',","',<> per unIt 1Camolle!e in Place, lor ti1e Sum 01 ___________________􀁾􀁵􀀢􀁤􀀧􀁾􀁡􀁮􀁤􀀠1_____________Cents per unit
TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, ADDITIVE ALTERNATE 3 ITEMS 1 THROUGH 6, INCLUSIVE: $---------------------WRITIEN IN WORDS: NOTE: FILL OUTNEXT SHEET .. PF-70110 
ADDITIVE ALTERNATE 4 PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY . \ ICOInpl',te in Place, for the Sum of I_______________________􀁶􀁶􀀢􀁡􀀮􀁯􀁡􀁾􀀠1___________________
Cents per unU TOTAL AMOUNT BlDTORMATERlALS AND SERVICES,ADDITrvE ALTERNATE 4, ITEM I: $-------------------WRITTEN IN WORDS: NOTE: FILL OUT NEXT SHEET .. , PF· 8of10 
------------------------------------------------------------------------------------------------BID SCHEDULE SUMMARY PAVING REPAm AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY
TOTAL OF BASE BID: $ WRITTENINWORDS: ____________________ TOTAL OF ADDITIVE ALTERNATE 1: $ WRITTENINWORDS: ____________________ TOTAL OF ADDITIVE ALTERNATE 2: $ WRITTEN INWORDS: ____________________
TOTAL OF ADDITIVE ALTERNATE 3: $ WRITTENINWORDS: ____________________ TOTAL OF ADDITIVE ALTERNATE 4: $ WRITTEN IN WORDS: _____________________ NOTES: 1. All items, labor. materials,
equipment, facilities. incidentals, and work required for construction'· of the : project are to be provided and installed by the ConlTaclor as part of the project and payment for the
,cost of . such shall be included in the price bid for the construction of the project. 2. Prices must be shown in words and figures for each item listed in this proposal. In the event
of discrepancy, the words shall control. 3. It is understood that the Bid Security shall be collected and retained by the Owner as liquidated d"1l1'ges in the event a contract is made
by the Owner based on this proposal within ninety (90) calendar days after ;/. receiving bids and the undersigned fails 10 execute the conlIact and required bonds within ten (10) days
. from the date the ConlTactor is notified and has received the conformed documents. After this period, if the contract has been executed and the required bonds have been submitted,
the said Bid Security shall be returned to the undersigned upon demand. 4. One contract will be awarded based on the total value of the base bid plus any combination of additive alternates
as determined by the Owner after the bid opening. Bidder's Tax I.D. No. or Employer No. PF-90/10 
j The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening of the bids. In subtnitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town of Addison to reject any and all bids. Namc of Bidder BY: __􀁾________________________________________________ 􀁾􀀠(Signature) (Print Name
and Title) 􀁖􀁖􀁩􀁭􀁥􀁳􀁳􀀺􀁾____________________________________________________________ (Signature) (Office Address of Bidder) Bidder's Tax LD. No. or Employer No. SEAL (IfBidder is
a Corporation) NOTES: Sign in ink. Do not detach. PF-lOoflO 
SECTIONCA CONTRACT AGREEMENT : ! CA·} 
SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this __ day of , 20_, by and between the Town of Addison, of the County of Dallas
and State of Texas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and , of , the City of , County
of _____---,____ State of , Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter mentioned, to
be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to co=ence and complete construction of certain improvements as follows: Paving Repair and Storm
Sewer Modification for the Fuel Truck Roadway and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his
own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labqr, insurance and other accessories and services necessary to complete
the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids, Instructions to Bidders,
General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared
by the OWNER, each of which has been identified by the endorsement of the 􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁾􀀠and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General
Provisions, all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) calendar'days
after the date of written notice shall have been given to him, and to complete all '!'IOrk within 45 days after he commences work, subject to such extensions of time as are provided
by the General Provisions. . The OWNER agrees to pay the CONTRACTOR $ in current funds for the performance of the Contract in accordance with the Proposal submitted thereof. subject
to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. CA-2 
IN WITNESS THEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) City Secretary Party of the Second
Part (CONTRACTOR) ATTEST: By:___________ The following to be executed if the CONTRACTOR is a corporation: I, , certify that I am the secretary of the corporation named as CONTRACTOR
herein; that , who signed this Contract on behalf of the CONTRACTOR is the of said corporation; that said Paving Repair and Storm Sewer Modification for the Fuel Truck Roadway Contract
was duJy signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Signed:___________...:.. Corporate Seal CA·3

· I i SECTIONPrB PERFORMANCE BOND PrB-l 
I SECTIONPrB PERFORMANCE BOND STATE OF TEXAS COUNTY OF DAlLAS Date Bond Executed: __________ PRINCIPAL:________________________ SURETY:_______________________________________________􀁾􀀠PENAL
SUM OF BOND (express in words and figures): ______________ DATEOFCONTRACT: ______________________ KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held
firmly bound unto The Town of Addison, Texas, hereinafter called the OWNER, in the penal sum of the amount stated above, for the payment of which sum and truly to be made, we bind ourselves,
our heirs, executors, administrators and successors, jointly and severally; firmly by these presents. TIlE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered
into a certain Contract with the OWNER, numbered and dated as shown above and attached hereto; . NOW THEREFORE, if the PRINCIPAL shall well and truly perform and fulfill all the undertakings,
covenants, terms, conditions and agreements of said Contract during the. original. term of said Contract and any extension thereof that may be granted by the OWNER, with or without notice
to the SURETY, and during the life of any guaranty required under the lSontract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions
and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications of said SURETY being hereby waived, then this obligation
to be void, otherwise in full force and effect. '., PrB·2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL CONTRACTOR By: _____________________ Address:
____________ WITNESS ________ SEAL ATTEST: ________________ SURETY By: _____________ Address: Title: ____________ (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL
I, , certify that I am the secretary of the corporation named as, PRINCIPAL in the within bond that , who signed the said bond on behalf of the PRINCIPAL, is the said corporation; that
I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing
body. ,• (Corporate Seal) PrB-3 
· I SECTIONPyBI I PAYMENT BOND PyB-j 
SECTIONPyB PAYMENT BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: _________ PRlNOPAL:___________________________ , PENAL SUM OF BOND (express in words and figures): _____________
DATE OF CONTRACT: _____________________ KNOW ALL MEN BY TIlESE PRESENTS, that we, the PRlNCIP AL and SURETY above named, are held firmly bound unto The Town of Addison, Texas, hereinafter
called the OWNER, in the penal sum of the amount stated above, for the payment of which sum and truly to be made, we bind ourselves, our heirs, executors, administrators and successors,
jointly and severally, firmly by these presents. THE CONDmONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated
as shown abovy and attached hereto; . NOW THEREFORE, if the PRlNCIPAL shall promptly make payment to all persons slfpplying , labor and materials in the prosecution of the work provided
for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice Qf which modifications to the SURETY being hereby waived, then
this obligation to be void, otherwise to remain in full force and effect. PyB-2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL By: _____________________ Address: WITNESS ____
SEAL ATTEST: ________________ By: Address: Title: __________ (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the secretary of the corporation
named as. PRINCIPAL in the within bond that , who signed the said bond on behalf of the PRlNCIP AL, is the said corporation; that I know his signature, and his signature thereto is genuine;
and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal) PyB-3 
SECTIONMB MAINTENANCE BOND MB-I 
SECTIONMB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That ______________ as principal and _______, a corporation organized under the laws of _____ and _______ _____________ as
sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto • the Town of Addison, Texas,
a duly incorporated home rule municipal corporation under the laws of the State of Texas, the sum of ($_______) for the payment of which sum will and truly to be made unto said Town
of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that
whereas said: ., has this day entered into a written contract with the said Town of Addison to build and construct the MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and
peIform all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the
said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work , laid or constructed by the said Contractor, or on account of improper
excavation or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed
by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said
Contractor and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on
its part to comply with the terms of the said provisions of said contract, and planting materials (grasses) will be maintained by the Town of Addison after the time of final completion
and acceptance by the Town of Addison and are therefore excluded from the two (2) year maintenance period as required by these presents, NOW THEREFORE, if the said Contractor shall keep
and perform its said agreement to maintain said work and keep the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be null and
void and have no further effect; but if default shall be made by the said Contractor in the peIformance of its contract to so maintain and repair said work, then these presents shall
have full force and effect, and said Town of Addison shall have and recover from the Contractor and its sureties damages in the premises, as provided, and it is further understood and
agreed that this obligation shall be a continuing one against the principal and sureties hereon and that successive recoveries may be had hereon for successive breaches until the full
amount shall have been exhausted; and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall
not be changed, diminished, or in any manner affected from any cause during said time. MB-3 
IN WITNESS WHEREOF, the said 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾has caused these presents to be executed by and the said has hereunto set his hand this the __ day of ____, 20_. SURETY PRINCIPAL By:
______________________ By: _________________ , Attorney in Fact ATIEST 􀁂􀁹􀀺􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭Surety Secretary Agency and Address N01E:Date of Maintenance Bond must not
be prior to date of Contract. MB-4 
SECTIONGP GENERAL PROVISIONS GP-l 
GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Srecifications for Public Work Construction, North Central Texas Council of Governments
(3' Edition, 1998), under Part I, "General Provisions", Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. 2. The Town of
Addison will require the contractor to obtain "Umbrella" Liability Insurance, as described in 1.26.3 of the Standard Specifications for Public Work Construction, North Central Texas
Council of Governments (3'd Edition, 1998), under Part I, "General Provisions" . " GP·2 
II . . . SECTIONSP SPECIAL PROVISIONS 1. All applicable components of the Federal Aviation Administration (FAA) Advisory Circular No. 150/5370-2E attached hereto and made a part herewith
shall be observed under this Contract. Special attention shall be given to Chapter 3, Safety Hazards and Guidelines, which describes requirements of operating adjacent to the Object
Free Zone (OFZ) and the Runway Safety Area 􀁾􀁓􀁎􀂷􀀠 SP-l 
o Advisory u.s. Department of Transportation Federal Aviation CircularAdministration Subject: OPERATIONAL SAFETY ON AlRPORTS _D_VRlN__G_CO_N_ST_R_D_CTI_O_N________ 1. THE PURPOSE OF
THIS ADVISORY CIRCULAR (AC). Aviation safety is the primary consideration at airports, especiaUy during construction. This AC sets forth guidelines for operational safety on airports
during construction. It contains major changes to the following areas: "Runway Safety Area," paragraph 3-2; "Taxiway Safety Areas/Object-Free Areas," paragraph 3-3; "Overview," paragraph
3-4; "Marking Guidelines for Temporary Threshold," paragraph 3-5; and "Hazard Marking and Lighting," paragmph 3-9. 2. WHATTHISAC CAl'lCELS. This AC cancels AC 150/5370-2D, Operational
Safety on Airports During Constructton, dated May 31, 2002. 3. READING MATEHIAL RELATED TO THIS AC. Appendix I contains a list ofreading materials on airport construetion, design, and
potential safety ha2:atds during construction, as well as instructions for ordering these documents. Many ofthem, including this AC, are available on the Federal Aviation Administration
(FAA) Web site. Date: 1/17103 AC No: 15015370-2E Initiated by: AAS.300 Change: 􀁾􀀠4. WHO THIS AC AFFECTS. This AC assists airport operators in complying with 14 Code of Fedoral Regulations
(CPR), part 139, Certification and Operation: Land Airports Serving Certain Air Carriers, and with the requirements of airport construction projects receiving funds under the Airport
Improvement Program or from the Passenger Facility Charge Program. While the FAA does not require noncertificated airports without grant agreements to adhere to these guidelines, we
recommend that they do so as it will help these airports maintain a desirable level of operational safety during construction. 5. ADDITIONAL BACKGROUND INFORMATION. Appendix 2 contains
definitions of tenus used in this AC. Appendix 3 provides airport operators.with boilerplate format and language for developing a safety plan for an airport construction project. Appendix
4 is a sample Notice to Airmen form. 􀁾􀀠6. HAZARD LIGHTL'lG IMPLEMENTATI<;:IN:' TIME LINE. Supplemental hazard lighting must be red in color by October 1, 2004. See paragraph 3-9 for
more infonnation. DAVID 1.. BENNETT Director, Office of Airport Safety and Standards 
1117103 AC 15015370-2E CONTENTS Paragraph CHAPTER 1. GENERAL SAFETY REQUIREMENTS AND RESPONSIBILITIES ....m ......................_................... 1 I-I. Overview.................................
................................................................................................................................ 1 1-2. Who Is Responsible for Safety During Construction
............................................................................................... 1 CHAPTER 2. SAFETY PLANS .............................................................................
..................................................3 Section 1. Basic Safety Plan Considerations .......................................................................................................
3 2·1. Overview................................................................................................................................................................. 3 2-2.
Safety Plan Cheeklist. ..............................................................................................................................................3 Section 2. Safety
and Security Measures ................................................................................................... , ......... 4 􀁾􀀠2·3. Overview..............................................
...................................................................................................................4 2-4. Vehicle Operation and Marking and Pedestrian Control. .......................
.................................................................,4 2-5. Construction Employee Parking Areas...........................................................................................
..........................5 2-6. Constrnction Vehicle Equipment Parking ................................................................................................................
5 2·7. Radio Communieation Training ............................................................................................................................... 5 2-8. Fencing and Gates .........................................................................................................................' ...........................
5 Section 3. Notification of Construction Activities ................................................................................................5 2·9. GeneraL ...................................
................................................................................................................................ 5 2-10. Assuring Prompt Notifications ................................
................................................................................................ 6 2·11. Notices to Airmen (NOTAMs) ...................................................................
............................................................. 6 2·12. Aircraft Rescue and Fire Fighting (ARFF) Notification ...........................................................................
................ 6 2·13. Notification to the FAA ...........................................................................................................................................6
2-14. Work Scheduling and Accomplishment. ..................................................................................................................6 CHAPTER 3. SAFETY STANDARDS
AND GUIDELINES ....................................................m ............................... 7 Section 1. Runway and Taxiway Safety Areas, Obstacle·Free Zones, and Object-Free
Areas ................... , ... 7 3·1. Overview........................................................................................................................................................
.........7 3·2. Runway Safety Area (RSA)/Obstaele-Free Zone (OFZ) ..........................................................................................7 3-3. Taxiway Safety Areas/Object-Free
Areas ................................................................................................................7 Section 2. Temporary Runway Thresholds ........................................
..................................................................8 3-4. Overview......................................................................................................................
........................................... 8 3-5. Marking Guidelines for Temporary Tbreshold ...................................................................................... ;.,
............ <,.. 8 3-6. Lighting Guidelines for Temporary Threshold. ....................................................................................... : ............. : . .,9
Section 3. Other Construction Marking and Lighting Activities ................................................. , ....... : ........ , ... 1'0 3-7. Overview...........................................
.................................................................................................................... 10 3-8. Closed Runway and Taxiway Marking and Lighting ...........................
.........................................:;....................... 10 3-9. Hazard Marking and Lighting ................................................................................................
............................... 10 3-10. Construction Near Navigational Aids (NAVAIDs)......................................................................... , ......................
11 3·11. Construction Site Access and Haul Roads .............................................................................................................. 11 3·12. Constrnction
Matetial StoekPiling ......................................................................................................... : ................ 11 3-13. Other Limitations on Constrnction
........................................................................................................ ' .............. ;;,.11 .. 3·14. Foreign Object Debris (FOD) Management. .....................
....................................................................... : ............. 12 Section 4. Safety Hazards and Impacts ......................................................................
........................................12 3-15. Overview....................................................................................................................................
: .., ................. !..... 12 iii 
AC 150/5370-2E 1/17/03 Appendices APPEl\'DIX 1. RELATED READING MATERIAL •••__.•.....• _ .•••••••••••..•..•..•..•••••.••••••.•••••.••••••••.•.•••••.••.•••...••.••............ A-1 APPENDIX
2. DEFINITIONS OF TERMS USED IN THE AC ..••••.._......................................................................... A-2 APPENDIX 3. AIRPORT CONSTRUCTION SAFETY PLANNING GUIDE...................
..................................__ ....... A-3 APPENDIX 4. SAMPLE NOTAM .......................................................__ ....................................__ •__....__ ................._
_.A-7 iv 
1117/03 AC 15015370-2E CHAPTER 1. GENERAL SAFETY REQUIREMENTS AND RESPONSIBILITIES 1-1. OVERVIEW. Hazardous practices and marginal conditions created by construction activities can decrease
Or jeopardize operational safety on airports. To minimize disruption of normal aircraft operations and to avoid situations that compromise the airport's operational safety, the airport
operator must earefully plan, schedole, and coordinate construction activities. While the guidance in this AC is primarily used for construction operations, some ofthe methods and procedures
described may also enhance dayto..<.tay maintenance operations. 1-2_ WHO IS RESPONSIBLE FOR SAFETY DURING CONSTRUCTION. An airport operator hall overall responsibility for construction
activities on an airport. this includes the 􀁰􀁲􀁥􀁤􀁥􀁳􀁩􀁧􀁮􀁾􀀠design, preconstruction, construction. and inspection pbases. Additional information on these responsibilities can be
fuund throughout this AC. a. Airport operator's responsibilities-(1) Develop intemally or approve a construction safety plan developed by an outside consultant/contractor that complies
with the safety guidelines in Cbapter 2, "Safety Plans," and Appendix 3, «Airport Construction Safety Planning Guide," of this AC. (2) Require contractors to submit plans indicating
how they intend to comply with the safety requirements of the project. (3) Convene a meeting with the cOl1'ltruction contractor, consultant, airport employees, and, if appropriatet tenant
sponsor to review and mscuss project safety before beginning construction activity. (4) Ensure contact information is accurate for each representative/point of contact identified in
the safety plan. (S) Hold weekly or, ifnecessary, daily safety meetings to coordinate activities. (6) Notify users, especially aircraft rescue and fire fighting (ARFF) personnel, of
construction activity and conditions that may adversely affect the opemtional safety of the airport via Notices to Airmen (NOTAMs) or other methods, as appropriate. Convene a meeting
for review and discussion if necessary. (7) Ensure that construction personnel know ofany applicable airport procedures and of changes to those procedures that may affect their work.
(8) Ensure that construction contractors and subcontractors undergo training required by the safety plan. (9) Develop andlor coordinate a construction vehicle plan with airport tenants,
the airport traffic control tower (ATet), and construction contractors. Include the vehicle plan in the safety plan. See Chapter 2, section 2, of this AC for additional information.
(10) Ensure tenants and contractors comply with standards and procedures for vehicle lighting, marking, access, operation, and communieation. (11) At certificated airports, ensure that
each tenant's construction safety plan is consistent with 14 CFRpart 139, Certification and Operations: Land Airports Serving Certain Air Carriers. (12) Conduct frequent inspections
to ensure construction contractors and tenants comply with the safety plan and that altered construction activities do not create potential safety hazarda. (13) Resolve safety deficiencies
innnediately. (14) Ensure construction access cOmplies with the security requirements of 49 CFR part 1542, Airport Security. (IS) Notify appropriate parties when conditions exist that
invoke provisions ofth. safety plan (e.g., implementation onow-visibility operations). b. Construction contractor'S responsibilities-:(1) Submit plans to the airport operator on how
to eomply with the safety requirements ofthe project (2) Have available a copy ofthe 􀁾􀁲􀁯􀁪􀁥􀁣􀁴􀀠safety plan. (3) Comply with the safety plan associated with the construction project
and ensure that construction personnel are familiar with safety procedures and regulations on the airport. (4) Provide a point of contact who will coordinate an innnediate response to
correct any construction-related activity tbat may adversely affect the operational safety of the airport. (5) Provide a safety officer/cons1;ruction inspector fumiliar with airport
safety to monitor construction activities. (6) Restrict movement ofconstruction vehicles to construction areas by flagging and barricading, erecting temporary fencing, or providiIig.
escorts, as 􀁾􀀠appropriate. .. 1 
1117103 AC 150/5370-2E (7) Ensure that no construction employees, employees of subcontractors or suppliers, or other persons enter any part of the air operations areas (AOAs) from the
construction site unless authorized. c. Tenant's responsibilities ifplanning construction activities on leased property(1) Develop a safety plan, and submit it to the airport operator
fur approval prior 1:0 issuance of a Notice to Proceed. (2) Provide a point of contact who will coordinate an inunediate respollSe to correct any construction-related activity that may
adversely affect the operational safety of the airport. (3) Ensure that no tenant or construction employees, employees of subcontractors or suppliers, or any other persons enter any
part of the AOA from the construction site unless authorized. (4) Restrict movement of construction vehicles to construction areas by flagging and barricading or erecting temporary fencing.
2 
1/17/03 AC 150/5370-2E CHAPTER 2. SAFETY PLANS Section 1. Basic Safety Plan Considerations 2-1. OVERVIEW. Airport operators should coordinate safety issues with the air carriers, FAA
Airway Facilities, and other airport tenants before the design phase of the project The airport operator should identify project safety concerns, requirements, and impacts before making
arrangements with contractoIS and other peISonnello perform work on an airport. These safety concerns will serve as the foundation for the construction safety plan and help maintain
a high level ofaviation safety during the project. The airport operator should delermine the level of complexity of the safety plan that is necessary for each construction project and
its phases. The safety plan may be detailed in the specifications included in the invitalion for bids, or the invitation for bid may specify that the contractor develop the safety plan
and the airport operator approve it. In the latter case, the invitation for bid should contain sufficient information to allow the contraetor to develop and determine the costs associated
with the safety plan. In either case, safety plan costs should be incorporated into the total cost of the project. The airport operator has final approval authority and responsibility
for all safety plans. Coordination will vary from formal predesign conferences to informal contacts throughout the duration of the construction project. Details of a specified safety
plan, or requirements for a contractor-developed safety plan, shQuld be discussed at the predesign and preconstruction conferences and should include the following, as appropriate: a.
Actions necessary before starting construction, including defirting and assigning responsibilities. b. Basic responsibilities and procedures for disseminating instructions about airport
procedures to the contractor's personnel. c. Means of separating construction areas from aeronautical-use areas. d. Navigational aid (NA V AID) requirements and weather. e. Marking and
lighting plan illustrations. f. Methods ofcoordinating significant ehanges in airport operations with all the appropriate parties. 2·2. SAFETY PLAi'l CHECKLlST. To the extent applicable,
the safety plan should address the following: a. Scope ofwork to be performed, including proposed duration of work. b. Runway and taxiway marking and lighting. c. Procedures for protecting
all runway anlt taxiway safety areas, obstaele-free ZOnes (OFZs), object-free areas (OFAs), and threshold citing criteria outlined in AC 150/5300-13, AilJ'Ort Design. and as described
in this AC. This includes limitations on equipment height and stockpiled marerial. d. Areas and operations affected by the construction activity, including possible safety problems.
e. NAV AIDs that could be affected, especially critical area boundaries. f. Methods of separating vehicle and pedestrian construction traffic from the airport movement areas, This may
include fencing offconstruction areas to keep equipment operators in restrieted areas in which they are authorized to operate. Fencing, or some other form of restrictive barrier, is
an operational necessity in some 􀀮􀁾􀀠cases. g. Procedures and equipment, such as barricades (identify type), to delineate closed construction areas from the airport operational areas,
as necessary. . h. Limitations on construction. i. Required compliance of contractor pOlSonne] with all airport safety and secority measures. j. Location of stockpiled construction materials,
construction site parking, and access and baul roads. It.. Radio communications. L Vehicle identification. m. Trenches and excavations and cover requirements. 3 
AC 15015370-2E 1117103 n. Procedures for notifying ARFF personnel if water lines or fire hydrants must be deactivated or if emergency access routes must be rerouted or blocked. o. Emergency
notification procedures for medical and police response. p. Use of temporary visual aids. q. Wildlife management. r. Foreign object debris (FOD) control provisions. s. Hazardous materials
(HAZMAT) management. t. NOTAM issuance. u. Inspection requirements. v. Procedures for locating and protecting existing underground utilities, cables, wires, pipelines, and other underground
facilities in excavation areas. w. Procedures for contacting responsible representativcslpoints ofcontact for all involved parties. This should include off-duty contact information so
an immediate response may be coordinated to correct any construction-related activity that could adversely affect the operational safety of the airport. Particular care should be taken
to ensure that appropriate Airways Facilities personnel are identified in the eveot that an unanticipated utility outage or cable cut occurs that impacts FAA NA V AIDs. x. Vehicle operator
training. y. Penalty provisions for noncompliance with airport rules and regnlations and the safety plan (e.g., if a vehicle is involved in a runway incursion). z. Any special conditions
that affect the operation of the airport and will require a portion ofthe safety plan to be activated (e.g., low-visibility operations, snow removal). Section 2. Safety and Security
Measures 2-3. OVERVIEW. Airport operators are responsible for closely monitoring tenant and construction contractor activity during the construction project to ensure continual compliance
with aU safety and security requirements. Airports subject to 49 CPR part 1542, Airport Security, must meet standards fur access control, movement of ground vehicles. and identification
of construction contractor and tenant personnel. In addition, airport operators should use safety program standards, as described in Chapter 3 oftms AC, to develop specific safety measures
to which tenants and construction contractors must adhere throughout the duration of construction activities. General safety provisions are contained in AC 15015370-10, Standards/or
SpecIfYing Canstruction 0/Airports, paragraphs 40-05, "Maintenance ofTraffic"; 70-08, "Barricades, Warning Signs, and Hazard Markings"; and 80-04, "Limitation of Operations." At any
time during construction, aircraft operations, weather, security, or local airport rules may dictate more s!tingent safety measures. The airport operator should ensure that both general
and specific safety requirements are coordinated with airport tenants and ATCT personnel. The airport operator should also include these parties in the coordination of all bid documents,
construction plans, and specifications for on-airport construction projects. 2-4. VEIDCLE OPERATION AND MARKING A<"ffi PEDESTRIAN CONTROL. Vehicle and pedestrian access routes for airport
construction projects must be controlled to prevent inadvertent or unauthorized entry entry of persons, vehicles, or animals onlo the AOA. This includes aircraft movement and norunovement
areas. The airport operator should develop and coordinate a construction vehicle plan with airport tenants, contractors, and the ATCT. The safety plan or invitation for bid should include
specific vehicle and pedestrian requirements. The vehicle plan should contain the foUawing items: , D. Airport operator's rules and regulations for _ vehicle marking, lighting, and operation,
b. Requirerneots for marking and identifying vehicles in accordance with AC 15015210-5, Painiing, Marking, and Lighting ofVehicles Used on an Ai,?ort. c. Description of proper vehicle
operatiorui"on movement and nonmovement areas under normal, lost communications, and emergency conditions. d_ Penalties for noncompliance with driving 􀁲􀁵􀁬􀁾􀁳􀀠and rcgulations. '
e. Training requirements for vehicle drivers to ensure compliance with the airport operator's vehicle rules and regulations. f. Provisions for radio communication training for construction
contractor personnel engaged in construction activities around aircraft movement areas, Some drivers, 4 
1117103 such as construction drivers under escort, may not require this training. g. Escort procedures for construction vehicles requiring access to aircraft movement areas. A vehicle
in the movement are. must have a working aviation-band, two-way radio unless it is under escort Vehicles can be in closed areas without a radio nthe closed area is properly marked and
lighted to prevent incursions and a NOTAM regarding the closure is issued. h. Monitoring procedures to ensure that vehicle drivers are in compliance with the construction vehicle plan.
i. Procedures for, if appropriate, personnel to control access through gates and fencing or across aircraft movement areas. 2-5. CONSTRUCTION EMPLOYEE PARKING AREAS. Designate in advance
vehicle parking areas for contractor employees to prevent any unauthorized entry ofpersons or vehicles onto the airport movement area. These areas should provide reasonable contractor
employee access to the job site. 2-6. CONSTRUCTION VEHICLE EQUIPMENT PARKING. Construction employees must park and service all construction vehicles in an area designated by the airport
operator outside the runway safety areas and OFZs and never on a closed taxiway or runway. Employees sbould also park construction vehicles outside the OFA when not in use by construction
personnel (e.g., overnight, on weekends, or during other periods when construction is not active). Parking areas must not obstruct the clear line of sight by the ATCT to any taxiways
or runways under air traffic control nor obstruct any runway visual aids, signs, or navigational aids. The FAA must also study those areas to determine e£fuets on 14 CFR part 77, Objects
Affecting Navigable Airspace, surfaces (see paragraph 2-13 for further information). 2-7. RADIO COMMUNICATION TRAINING. The airport operator must ensure that tenant and construction
contractor personnel engaged in activities involving unescorted operation on aircraft movement AC 15015370-2E areas observe the proper procedures for communications. induding using appropriate
radio frequencies at airports with and without ATCTs. Training of contractors on proper corrununication procedures is essential for maintaining airport operational sarety. When operating
vehicles on or near open runways or 􀁴􀁡􀁸􀁩􀁷􀁡􀁹􀁾􀀠construction personnel must understand the critical importance ofmaintaining radio contact with airport operations, ATCT, or the
Common Traffic Advisory Frequency, which may include UNICOM, MULTlCOM, or one ofthe FAA Flight Service Stations (FSS), as directed by airport management. Vehicular traffic crossing active
movement areas must be controlled either by two-way radio with the ATCT, escort, flagman, signal light, or other means appropriate for the particular airport. Vehicle drivers must confirm
hy personal observation that no aircraft is approaching their position when given clearance to cross a nmway. In addition, it is the responsibility of the escort vehicle driver to verify
the movement/position ofall escorted vehicles at any given time. Even though radio communication is maintained, escort vehicle drivers must also familiarize themselves with ATCT light
gun signals in the event of radio failure (see the FAA safety placard "Ground Vehicle Guide to Airport Signs and Markings"). This safety placard may be ordered through the Runway Safety
Program Web site at http;/lwww.faarsp.org or obtained from the Regional Airports Division Office. 2·8. FENCING AND GATES. Airport operators and contractors must take care to maintain
a high level of safety and security during construction when access points are created in the security fencing to permit the passage of construction vehicles or personnel. Temporary
gates should be equipped so they can be securely closed and locked to prevent access by animals and people (especially minors). Procooures should be in place to ensure that only authori,?,ed
persons and vehicles have access to the AOA and to prohibit " "piggybacking" behind another person or vehiCle. TheDepartment of Transportation (DOT) document -DOTIFAAJAR-OOI52, Recommended
Security Guidelines for Airport Planning and Construction, provides more specific information on fencing. A coPy:of this document can be obtained from the Airport Consultants Council,
Airports Council International, or 􀁁􀁭􀁥􀁲􀁩􀁾􀁡􀁮􀀠Association ofAirport Executives. Section 3. Notification of Construction Activities 2-9. GENERAL. In order to maintain the desired
levels of operational safety on airports during construction activities, the safety plan should contain the notification actions described below. 5 
AC 15015370-2E 1/17/03 2-10. ENSURING PROMPT NOTIFICATIONS. The airport operator should establish and follow procedures for the immediate notification ofairport users and the FAA of
any conditions adversely affecting the operational safety of an airport. 2-11. NOTICES TO AIRMEN (NO TAMS). The airport operator must provide information on closed or hazardous conditions
on airport movement areas to the FSS so it can issue a NOTAM. 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. Refer to AC 15015200-28, Notices 10 Airmen
(NOTAMs) for Airporl Operators, and Appendix 4 in this AC for a sample NOTAM form. Only the FAA may issue Or cancel NOTAMs on shutdown or irregular operation ofFAA-owned facilities.
Only the airport operator or an authorized representative may issue or cancel NOTAMs on airport conditions. (The airport owner/operator is the only entity funt can close Or open a runway.)
The airport operator must file and maintain this list of authorized representatives with the FSS. Any person having reason to believe that a NOT AM is missing, incomplete, or inaccurate
must notify the airport operator. 2-12. AIRCRAFT RESCUE AND FIRE FIGHTING (ARFF) NOTIFICATION. The safety plan must provide procedures for notifying ARFF personnel, mutual aid providers,
and other emergency services if construction requires shutting off or otherwise disrupting any water line or fire hydrant on the airport or adjoining areaS and if contractors work with
hazardous material on the airfield. Notification procedures must also be developed for notifYing ARFF and all other emergency personnel when the work performed will close or affect any
emergency routes. Likewise, the procedures must eddress appropriate notifications when services are restored. 2-13. NOTIFICATION TO THE FAA. For certain airport projects, 14 CFR part
77 requires notification to the FAA. In eddition to applications made for Federally funded construction, 14 CFRpart 157, Notice of Construction, Alteration, Activation, and Deactivation
of Airports, requires that the airport operator notifY the FAA in writing whenever a non-Federally funded project involves the construction of a new airport; the construction! realigning,
altering, activating, or abandoning of a runway, landing 􀁳􀁴􀁲􀁩􀁰􀁾􀀠or assoeiated taxiway; or the deaetivation or abandoning of an entire airport. Notification involves submitting
FAA Form 7480-1, Notice of Landing Area Proposal, to the nearest FAA Regional Airporta Division Office or Airports District Office. Also, any person proposing any kind of construction
or alteration ofobjects that affect navigable airspace, as defined in 14 CFR part 77 must notifY the FAA. This includes construction equipment and proposed parking areas for this equipment
(I.e., cranes. graders, etc.). FAA Form 7460-1, Notice oUroposed Construction or ... Alteration, can be used for this purpose and submitted to the FAA Regional Airports Division Office
or Airports District Office. (See AC 70n46()"2, Proposed Constroclion or Alteration a/Objects thai May Affect the Navigable Airspace.) If construction operations require a shutdown ofan
airport owned NA VAID from service for more than 24 hours or in excess of 4 hours daily on consecutive days, we recommend a 45-day minimum notice prior to facility shutdown. Coordinate
work for a FAA owned NA VAID shutdown with the local FAA Airways Facilities Office. In addition, procedures that address unanticipated utility outages and cable cuts that could impact
FAA NA V AIDs must be addresSed. 2-14. WORK SCHEDULING AND ACCOMPLISHMENT. Airport operators-<lr tenants having construction on their leased properties-should use predesign, prebid,
and preconstruction conferences to introduce the subject of airport operational safety during construction (see AC 150/5300-9, Predesign, Prebili, and Preconstruction Conferences/or
Airport Grant Projects). The airport .. operator, 􀁴􀁥􀁮􀁡􀁮􀁴􀁳􀁾􀀠and construction contractors should ' integrate operational sarety requirements into their planning and work schedules
as early as practical. Operational safety should be a standing agenda item for discussion during progress meetings throughout the project The contractor and airport operator shoulil
carry out onsite inspections throughout the project and immediately remedy any deficiencies, whether cansed by negligence, oversight) or project scope change. ' !. ; 6 
1117/03 AC 15015370-2E CHAPTER 3. SAFETY STANDARDS AND GUIDELINES Section 1. Runway and Taxiway Safety Areas, Obstacle-Free Zones, and Object-Free Areas 3-1. OVERVIEW. Airport operators
must use these safety guidelines when preparing plans and specifications for construction activities in areas that may interfere with aircraft: operations. The safety plan should recognize
and address these standards for each airport construction project. However, the sarety plan musl refleet the specific needs of a particular project, and for this reason, these safety
guidelines should nol be incorporated verbatim into project specifications. For additional guidance on meeting safety and security requirements, refer to the planning guide template
included in Appendix 3 of this AC. 3-2. RUNWAY SAFETY AREA (RSA)I OBSTACLE-FREE ZONE (OFZ). A runway safety area is the defined surface surrounding the runway prepared or suitable for
reducing the risk of damage to airplanes in the event of an undershoot, overshoot, or excursion from the runway (see AC 150/530()"13, Airport Design). Construction activities within
the standard RSA are subject to the following conditions: a. Runway edges. (1) No construction may occur closer than 200 feet (60m) from the runway centerline unless the runway is closed
or restricted to aircraft operations, requiringan RSA that is equal to the RSA width available during construction, or 400 feet, whichever is less (see AC 150/5300-13, Tables 3-1 through 3-3). (2) Personnel, material, andlor equipment
must not penetrate the OFZ, as defined in AC 150/530013. (3) The airport operator must coordinate the construction activity in the RSA as permitted above with the ATCT and the FAA Regional
Airports Division Office or appropriate Airports District Office and issue a local NOT AM. b. Runway ends. (I) An RSA must be maintained ofsuch dimensions that it extends beyond the
end of the runway a distance equal to that which existed before construction activity, unless the runway is closed or restricted to aircraft operations for which the reduced RSA is adequate
(see AC 150/5300-13). The temporary use of declared distances andIor partial runway closures may belp provide the necessary RSA. In addition, all personnel, materials, andlor equipment
must remain clear of the applicable tlu:eshold siting surfaces, as defined in Appendix 2, "Threshold Siting Requirements," ofAC 150/5300-131 Consult with the appropriate FAA Regional
Airports Division Office or Airports District Office to determine the appropriate approach sur:fuce required. (2) Personnel, material, andlor equipment must not penetrate the OFZ, as
defmed in AC fSOIS30013. (3) The safety plan must provide procedures for ensuring adequate distance for blast protection, if required by operational considerations. (4) The airport operator
must coordinate construction activity in this portion of the RSA with the ATCT and the FAA Regional Airports Division Office or appropriate Airports District Office and issue a local
NOTAM. c. Excavations. (1) Construction contractors must prontinently mark open trenches and exeavations at the construction site with red or orange flags, as approved by the airport
operator, and light them with red lights during hours of restricted visibility or darkness. (2) Open trenches or excavations are not permitted within 200 feet (60m) of the runway centerline
and at least the existing RSA distance from the runway threshold while the runway is open, If the runway must be opened befOre excavations are backfilled, cover the excavations appropriately,
Coverings for open trenches or excavations must be of sufficient strength to support, the weight ofthe beaviest ain::raft operating on the runway. 3-3. TAXIWAY SAFETY AREAS/OBJECTFREE
AREAS. . s. Unrestricted construction activity is permissible adjacent to taxiways when the taxiway is restricted to aircraft such that the available taxiway safety area is equal 'If
a full safety area cannot be obtained through 􀁤􀁾􀀹􀁬􀁡􀁲􀁥􀁤􀀠;,. distances and partial closures, or other methods such as alterruite runway use, construction activity may operate
in the RSA as long'" conditions cited in paragraph 3-1 b(2) thru (4) are met. fn addition, various surfaces outlined in AC 150/5300-13 and Terminat Instrument Procedures (TERPS) ir!ust
be protected through an aeronautical study_ 7 
AC 􀀱􀀵􀀰􀀱􀀵􀀳􀀷􀁾􀀲􀁅􀀠to at least'" ofthe widest wingspan of the aireraft expected to use the taxiway and the available taxiway object-free area is equal to at least.7 times the widest
wingspan plus 10 feet. (See AC 150/5300-13 for guidance on taxiway safety and object-free areas.) Construction activity may be accomplished closer to a taxiway, subject to the following
restrictions: (1) The activity is first coordinated with the airport operator. (2) Appropriate NOT AlVIs are issued. (3) M.ridng and lighting meeting the provisions ofparagraph 3-9 are
implemented. (4) Adequate clearance is maintained between equipment and materials and any part of an aircraft. If sucb clearance can only be maintained if an aircraft does not have full
use ofth. entire taxiway width (with its 1117103 main landing gear at the edge ofth. pavement), then it will be necessary to move personnel and'equipment for each passing aircraft. In
these situations, fl.g persons will be used to direct construction 􀁥􀁱􀁵􀁩􀁰􀁭􀁥􀁮􀁾􀀠and wing walkers may be necessary to guide aircraft. Wing walkers should be airline/aviation personnel
rather than construction workers. b. Construction contractors must prominently mark open trenches and excavations at the construction site, as approved by the airport operator, and light
them with red lights during hours of restricted visibility Or darkness c. Excavations and open trenches may be permitted up to the edge of. structural taxiway and apron pavement provided
tbe dropoff is marked and lighted per paragraph 3-9, "Hazard Maridng and Lighting." Section 2. Temporary Runway Thresholds 3-4. OVERVIEW. Construction activity in a runway approach area
may result in the need to partially close a runway or displace the existing runway threshold. In either case, loc.te the threshold in accordance with Appendix 2 of AC 150/5300-13, Airport
Design. Objects that do not penetrate these surfaces may still be obstructions to air navigation and may affect standard instrmnent approach procedures. Coordinate these objects with
the FAA's Regional Airports Office or appropriate Airports District Office, as necessary. Refer to the current edition of AC 150/5300-13 fur guidance on threshold siting requirements.
The partial runway closure, the displacement ofthe runw.y threshold, as well as closures of the complete runway and other portions of the movement area also requires coordination with
appropriate ATCT personnel and airport users. Caution regarding partial runway closures: When filing a NOTAM for a partial runway closure, clearly state to FSS personnel that the portion
ofpavement located prior to the threshold is not available for landing and departing traffic. In this case, the threshold has been moved for beth landing and takeoff purposes (this is
different than a displaced threshold). Example NOTAM: ''North 1,000 feet of Runway 18/36 is closed; 7,000 feet remain available on Runway 18 and Runway 36 for arrivals and departures."
There may be situations where the portion ofclosed runway is available fur taxiing only. Ifso, Ifso, the NOTAM must reflect this condition. Caution regarding displaced thresholds: Implemcntation
of a displaced threshold affects runway length available for aircraft landing over the displacement. Depending on the reason for the displacement (to provide obstruction clearance or
RSA), such a displacement may also require an adjustment in the landing distance available and accelerate-stop distance available in the opposite dircction. Ifproject scope includes
personnel, equipment, excavation, etc. within the RSA of any usable runway end, we do not recommend a displaced threshold unless arrivals and departures toward the construction activity
are prohibited. Instead, Implement a partial closure. 3-5. MARKING GUIDELINES FOR TEMPORARY THRESHOLD. Ensure that markings for temporary displaced thresholds are clearly visible to
pilots approaching the airport to land. When construetion personnel and equipment are located close to any threshold, a temporary visual NAVAlD, such as runway end identifier lights
(REIL), REIL), may be required (even on unlighted runways) to define the new beginning of the runway clearly. A visual ,vertical guidance device, such as a visual approach slo'pe , indicator
rvASl), pulse light approach slope indicator (PLASI), or precision approach path indicator (P API), may be necessary to assure landing clearance over personnel, vehicles, equipment,
and/or above-grade stockpiled materials. If such devices are instailcd, ensure an appropriate descriptive NOTAM is issued to inform pilots ofthese conditions. The current edition ofAC
15015340-t Standards for Airport Markings, describes standard marking colors and layouts. in addition, we . recommend that a temporary runway threshold be marked using the following
guidelines: a. Airport markings must be clearly visible to pilots; not misleading, confusing, or deceptive; secured in place to prevent movement by prop wash,jet blast, wing vortices,
or other wind currents; and constructed of 8 
1117/03 AC 150/5370-2E materials that would minimize damage to an aircraft in 3-6. LIGHTING GUIDELINES FOR the event of inadvertent contact. TEMPORARY THRESHOLD. (1) Pavement markings
for temporary elosed portions of the runway should consist of yellow chevrons to identify pavement areas that are unsuitable for takeoff/landing (see AC 150/5340-1). Ifunable to paint
the markings on the pavement, construet them from any ofthe following materials: double-layered painted snow fence, colored plastic, painted sheets ofplywood, or similar materials. They
must be properly configured and secured to prevent movement by prop wash, jet blast, or other wind eurrents. (2) It may be neeessary to remove or cover runway markings, such as runway
designation markings and aiming point markings, depending on the length of construction and type of activity at the airport. (3) When threshold markings are needed to identify the temporary
beginning ofthe runway that is available for landing, use a white threshold bar of the dimensions specified in AC 150/5340-1. (4) Iftemporary outboard elevated or flush threshold bars
are used, locate them outside of the runway pavement surface, one on each side of the runway. They should be at least 10 feet (3m) in width and extend outboard from each side of the
runway so they are clearly visible to landing and departing aircraft. These threshold bars are white. If the white threshold bars are not discernable on grass or snow, apply a black
background with appropriate material over the ground to ensure the markings are clearly visible. (5) A temporary threshold may also be marked with the use ofretroreflective, elevated
markers. One side of such markers is green to denote the approach end ofthe runway; the side that is seen by pilots on rollout is red. See AC 150/5345-39, FAA Specification L853, Runway
and Ta:tiway Retroreflective Markers. (6) At 14 CFR part 139 certificated airports, temporary elevated threshold markers must be mounted with a frangible fitting (see 14 CFR part 139.309).
However, at at noncertificated airports, the temporary elevated threshold markings may either be mounted with a frangible fitting or be flexible. See AC 150/5345-39. b. The application
rate of the paint to mark a shortterm temporary runway threshold may deviate from the standard (see Item P-620, "Runway and Taxiway Painting," in AC 150/5370-10, Standards/or Specifying
Construction ofAirports), but the dimensions must meet the existing standards, unless coordinated with the appropriate offices. c. When a runway is partially closed, the distance remaining
signs for aircraft landing in the opposite direction should be covered or removed during the construction. A temporary runway threshold must be lighted if the runway is lighted and it
is the intended threshold for night landings or instrument meteorological conditions. We recommend that temporary threshold lights and related visual NAV AIDs be installed outboard of
the edges ofthe full-strength pavement with bases at grade level or as low as possible, but not to exceed 3 inehes (7.6cm) above ground. When any portion of a base is above grade, place
properly compacted fill around the base to minimize the rate of gradient change so aircraft can, in an emergency, eross at nonnallanding or takeoff speeds without incurring significant
damage (see AC 150/5370-10). We recommend that the following be observed when using temporary runway threshold lighting: 􀁾􀀠a. Maintain threshold and edge lighting color and spacing
standards as described in AC 150/5340-24, Runway and Taxiway Edge Lighting System. Battery-powered, solar, or portable lights that meet the criteria in AC 150/5345-50, Specification/or
Portable Runway Lights. may be used. These systems are intended primarily for visual flight rules (VFR) aircraft operation but may be used for instrument flight rules (IFR) aircraft
operations, upon individual approval from the Flight Standards Division ofthe applicable FAA Regional Offiee. b. When the runway has been par1ially closed, disconnect edge and threshold
lights with associated associated isolation transfonners on that part of the runway at and behind the threshold (i.e., the portion of the runway that is closed). Alternately, cover the
light fixtnre in such a Way as to prevent light leakage. A void removing the lamp from energized fixtures because an excessive number of isolation transformers with open secondaries
may damage the regulators and/or increase the current above its normal value. . c. Secure, identify, and place any temporary exposed wiring in conduit to prevent electrocution and' fire
ignition sources. d. Reconfigure yellow lenses 􀀨􀁣􀁡􀁾􀁴􀁩􀁯􀁮􀀠zone), as necessary. Ifthe runway has centerline lights, reconfigure the red lenses, as necessary, or place the centerline
lights out of service. e. Relocate the visual glide slope indic.ator (VGSl), such as V ASI and P API; other airport lights, :such as )" REIL; and approach lights to identify the temporary
threshold. Another option is to disable the VGSI or any equipment that would give misleading indications to pilots as to the new threshold location.;·1nstailation of temporary visual
aids may be necessary 'to provide' adequate guidance to pilots on approach to the affected runway. Ifthe FAA owns and operates the VGSI, 9 
AC 15015370·2E 1117/03 coordinate its installation or disabling with the local f. Issue a NOT AM to inform pilots of temporary Airway Facilities Systems Management Office. lighting conditions.
Section 3. Other Construction Marking and Lighting Activities 3-7. OVERVIEW. Ensure that construction areas. including closed runways, are clearly and visibly separated from movement
areas and that hazards, facilities, cables, and power lines are identified prominently for construction contractors. Througbout the duration ofthe construction project, verify that these
areas remain clearly marked and visible at all times and that marking and lighting aids remain in place and operational. Routine inspections must be made of temporary construction lighting,
especially bottarypowered lighting since weather conditions can liwit battery life. 3-8. CLOSED RUNWAY AND TAXIWAY MARKING AND LIGHTING. Closed nmway markings consist of a yellow "X"
in compliance with the standards of AC 150/5340·1, Standards for Airport Markings. A very effective and preferable visual aid to depict temporary closure is the lighted "X" signal placed
on or near the runway designation numbers. This device is much more discewible to approaching aircraft than,the other materials dascribed. If the lighted "X" is not available, construct
the marking of any of the following materials: double-layered painted snow fence, colored plastic, painted sheets ofplywood, or similar materials. They must be properly confignred and
secured to prevent movement by prop wash, iet blast, or other wind currents. in addition, the airport operator may install barricades, traffie cones, activate stop bars, or other acceptable
visual devices at major entrances to the nmways to prevent aircraft from entering a closed portion of runway, The placement of even a single reflective barricade with a "do not enter"
sign on a taxiway centerline can prevent an aircraft from continuing onto a closed runway. If the taxiway must remain open for aircraft crossings, banicades or markings, as described
above or in paragraph 3-9, should be placed on the runway. a. Permanently closed runways. For nmways and taxiways that have been permanently closed, disconnect the lighting circuits.
For runways, obliterate the threshold marking, runway designation marking, and touchdown zone markings, and place "X's" at each end and at 1,000·fuot (300-m) intervals. For taxiways,
place an "X" at the entrance oflbe closed taxiway. b. Temporarily closed runway and taxiways. For runways that have been temporarily closed, place an "X" at the each end of the runway.
With taxiways, place an "X" at the entrance of the closed taxiway. c. Tempor.rily dosed airport. When the airport is closed temporarily, mark tbe runways as closed and turn off the airport
beacon. ' d. Permanently closed airports When the airport is closed pennanently, mark the nmways as permanently closed, disconnect the airport beaeon, and place an "X" in the segmented
circle or at a central location ifno segmented circle exists. 3·9. HAZARD MARKING AND LIGHTING. Provide prominent, comprehensible warning indicators for any area affected by construction
that is nonnaIly accessible to aircraft, personnel, or vehicles. Using appropriate hazard marking and lighting may prevent damage, injury, traffic delays, andlor facility closures. Hazard
marking and lighting must restrict access and make specific hazards obvious to pilots, vehicle drivers, and other personnel. Barricades, traffic cones (weighted or sturdily attached
to the surface), or flashers are acceptable methods used to identify and define the limits of construction and hazardous areas on airports. Provide temporary hazard marking and lighting
to prevent aircraft from taxiing onto a closed runway for takeoff and to identify open manholes, small areas under repair, stockpiled material, and waste areas. Also consider less obvious
construction· related hazards and inc!nde markings to identify FAA, airport, and National Weather Service facilities cables and power lines; instrument lanrung system (lLS) critical
areas; airport surfaces, such as RSA, OFA, and OFZ; and other sensitive areas to make it easier for contractor personnel to avoid these ar.f!;as. The construction specifications must
include a provision requiring the contractor to IIave a person on call 􀀲􀁾􀀠hours a day for emergency maintenance of airport hazard lighting and barricades. The contractor must file
the contactperson's information with the airport. a. Nonmovement areas. Indicate construction locations on nonmovement areas in which no part ofan .i:rc.raft may enter by using barricades
thaI are marked with diagonal, alternating orange and white stripes. Barricades may be supplemented with alternating 10 
.i 1117103 orange and white flags at least 20 by 20 inches (50 by 50 cm) square and made and installed so they are always in an extended position, properly oriented, and securely wtened
to eliminate iet engine ingestion. Such barricades may be many different shapes and made from various materials, including railroad ties. sawhorses, jersey barriers, or barrels. During
reduced visibility or night hours, supplement the barricades with red tights, either flashirg or steady-burning, which should meet the luminance requirements ofthe State Highway Department
(yellow lights are not accepillble after October I, 2004). The intensity of the lights and spacing for barricade flags and lights must adequately and without ambiguity delineate the
hazandous area. h. Movement areas. Use orange traffic cones; red lights, either flaslring or steady-burning, which should meet the luminance requirements of the State Highway Department
(yellow lights are not acceptable after October I, 2004); collapsible barricades marked with diagonal, alternating orange and white stripes; andlor signs to separate all construction/maintenance
areas from the movement area, All barricades, temporary markers, and other objects placed and left in safety areas associated with any open 􀁲􀁵􀁮􀁷􀁡􀁹􀁾􀀠taxiway, or taxilane must
be as low as possible to the ground; of low mass; easily collapsible upon contact with an aircraft or any of its components; and weighted or sturdily attached to the surf.ce to prevent
displacement from prop wash, iet 􀁢􀁬􀁡􀁳􀁾􀀠wing vortex, or other surface wind currents. If affixed to the surface, they must be frangible at grade level or as low as possible, but
not to exceed 3 inches (7.6cm) above the ground. Do )lot use nonfumgible hazard markings, such as concrete barriers andlor rnetal-drum-type barricades, in aircraft movement areas. Do
not use railroad ties on runways. Use lrighly reflective barriers with flashing or steadyburning red lights to barricade taxiways leading to closed runways. Evaluate aU operating fuctors
when determining how to mark temporary closures that Can last from 10 to 15 minutes to a mueh longer period of time. However, we strongly reeommend 􀁴􀁨􀁡􀁾􀀠even for closures of relatively
short duration, major taxiway/runway intersections be identified with barricades spaced no greater than 20 feet (6m) apart. Mark the barricades with a flashing or steady-burning red
light. At a minimum, use a single barricade placed on the taxiway centerline. 3-10. CONSTRUCTION NEAR NAVIGA TIONAL AIDS (NA V AIDS). Construction activities. materials/equipment storage,
and vehicle parking near electronic NA V AIDs require special consideration since they may interfere with signals essential to air navigation. Evaluate the effect of construction activity
and the required distance and direction from the NAVAID for each construction project. Pay particular attention to stockpiling material, as well as AC 15015370-2E to movement and parking
of equipment that may interfere with line of sight from the ATCT or with electronic emissions. Interference from construction may require NA V AID shutdown or adjustment of instnunent
approach minimums for IFR. This condition requires that a NOTAM be filed. Construction activities and materials/equipment storage near a NA V AID may also obstruct access to the equipment
and instruments for maintenance. Before commencing construction activity, parking vehicles, or storing construction equipment and materials near a NAV AID, consult with the nearest FAA
Airway Facilities Office. 3-11. CONSTRUCTION SITE ACCESS AND HAUL ROADS. Determine the construction contractor's access to the construction sites and haul roads. Do not perorit the construction
contractor to use any access or haul roads .other than th.ose approved. Construction contractors must submit specific proposed routes associated with constructi.on activities to the
airport operator for evaluation and approval as part of the safety plan before beginning construction activities. These proposed routes must also provide specifications to prevent inadvertent
entry to movement areas. Pay special attentil;m to ensure that ARFF right of way on access and haul roads is not impeded at any time and that construction traffic on haul roads does
not interfere with NA V AIDs or approach surfaces .of operational nmways. . 3-12. CONSTRUCTION MATERIAL STOCKPILING. Stockpiled materials and equipment storage are not permitted within
the RSA and OFZ of an operational runway. The airport operator must ensure that stockpiled materials and equipment adjacent to these areas are prominently marked and lighted during hours
of restricted visibility or darkness. This ineludes deterraiuing and verifying that materials are stored at an approv!'d location to prevent foreign object damage and attractiorrofwildllfe.
3-13. OTHER LIMITATIONS ON CONSTRUCTION. C.ontractors may not use open-flame welding or torches unless adequate fire safety precauti.ons are provided and the airport operator has approved
their use. Under no ciIXumstances sh.ould flare pots be usad within the AOA at any time. The use ofelectrical blasting caps must not be permitted on .or within 1,000 feet (300m) of the
airpbit pr.operty (see AC 150/5370-10, Standards for SpecifYing' Cvnslnlclion .ofAirports). 11 
AC 15015370-2E 1117103 3-14. FOREIGN OBJECT DEBRIS (FOD) not leave or place FOD on or near active aircraft MANAGEMENT. movement areas. Materials tracked onto these areas must be continuously
removed during the construction project. Waste and loose materials, conunonly referred to as FOD, We also recommend that airport operators and are capable ofcausing damage to aircraft
landing gears, construction contractors carefully control and propellers, and iet engines. Construction contractors must continuously remove waste or loose materials that might attract
wildlife, Section 4. Safety Hazards and Impacts 3-15. OVERVIEW. sand, mud, paving materials, etc.) on airport pavements may result in aircraft propeller, turbine engine, or tire The
situations identified below are potentially hazardous damage. Also, loose materials may blow about, conditions that may occur during ailport construction potentially causing personal
injury or equipment damage. projects. Safety area eneroachments, unaulborized and improper ground ground vehicle operations, and unmarked or i. Inappropriate or poorly maintained fencing
, , uncovered holes and trenches near aircraft operating during construction intended to deter human and animal '! surfaces pose Ibe most prevalent Ibreats to airport intrusions into
the AOA. Fencing and other markings Ibat operational safety during ailport construction projects. are inadequate to separate construction areas from open Airport operators and contractors
should consider the AOAs create aviation hazards. following when performing inspections of construction activity: j. Improper or inadequate marking or lighting of run..vays (especially
thresholds that have been displaced •• Excavation adjacent to runways, taxiways, and or runways that have been closed) and taxiways that could aprons. cause pilot confusion and provide
a potential for a runway incursion. luadequate or improper methods ofmarking, b. Mounds ofearth, constraction materials, barricading, and lighting oftemporarily closed portions of temporary
structures, and olber obstacles near any open AOAs create aviation hazards. runway, taxiway, or taxilane; in the related object-free area and aircraft approach or dsparture areas/zones;
or k. Wildlife attractants--such as trash (food scraps obstructing any sign or marking. not collected from construction personnel activity), grass seeds, or ponded water--on or near
airports. e. Runway resurfacing projects resulting in lips exceeding 3 inches (7.6em) from pavement edges and I. Obliterated or faded markings on activeends. operational areas. d. Heavy
equipment (stationary or mobile) m. Misleading or malfunctioning obstruction lights. operating or idle near AOA1J, in runway approaches and Unlighted or unmarked obstructions in the
approach to departures areas, or in OFZs. any open runway pose aviation hazards. e. Equipment or malerial near NAVAlDs that may n. Failure to issue, update, or cancel NOTAMs ,degrade
or impair radiated signals andlor the monitoring about ailport or runway closures or other ',.ofnavigational and visual aids. Unauthorized or construction-related airport conditions.
improper vehicle operations in loealizer or glide slope critical areas! resulting in electronic interference andlor o. Failure to mark and identify utilities or power' facility shutdown.
cables. Damage to utilities and power cables during construction activity can result in the loss of f. Tall and especially relatively low-visibility units runway/taxiway lighting; loss
of navigational, visUal, or (i.e., equipment wilb stirn profiles)-cranes, drills, and approach aids; disruption ofweather reporting services; similar objectsc-Iocated in critical areas,
such as OFZs andlor loss of communications. . and approach zones. p. Restrictions On ARFF access from fIre stations to Ibe runway-taxiway system or airport buildings. g. Improperly positioned
or malfunctioning lights or unlighted airport hazards, such as holes or excavations, q. Lack of radio communieations with construction on any apron, open taxiway, or open taxilane or
in a vehicles vehicles in airport movement areas.related safety, approach, or departure area. r. Objects, regardless ofwhether they are markedh. Obstacles, loose pavement, trash, and
other or flagged, or activities anywhere on or near an airport debris on or near AOAs. Construction debris (gravel, 12 
1117/03 that could be distractiog, confusing, or alanning to pilO1S during aircraft operations, s. Water, snow, 􀁣􀁬􀁩􀁲􀁴􀁾􀀠debris, or other contaminants that temporarily obscure or
derogate the visibility of . runwayltaxiway marking, lighting, and pavement edges, Any condition or factor that obscures or diminishes the visibility ofareas under construction. t. Spillage
from vehicles (gasoline, diesel fuel, oil, etc.) on active pavement 􀁡􀁲􀁥􀁡􀁳􀁾􀀠such as runways, taxiways, ramps, and airport roadways. u. FaHure to maintain drainage system integrity
during constrnction (e.g., no temporary drainage provided when working on a drainage system). AC 150/5370·2E v. Failure to provide for proper electrical lockout and tagging procedures,
At larger airports with multiple maintenance shifts/workers, construction contractors should make provisions for coordinating work on circuits. w. Failureto control dust. Consider limiting the amount ofarea from which the contractor is allowed to strip turf. x. Exposed wiring wiring that creates an electrocution or fire ignition hazard.
identifY and secure wiring, and place it in conduit or bury it. y. Site burning, which can cause possible obscuration. z. Constrnction work taking place outside of designated work areas
and out ofphase. 􀁾􀀠 13 
1/17103 AC 150/5370-2E APPENDIX 1_ RELATED READING MATERIAL 1. Obtain the latest version ofthe fonowing free publications from the FAA on its Web site at http://www.faa.gov/arp/. In
addition, these ACs are available by contacting the U.S. Department of Transportation, Subsequent Distribution Office, SVC121.23, Ardmore East Business Center, 3341 Q75th A venue, Landover,
:tvID 20785. a. AC 150/5200-28, Notices to Airmen (NOTAM) for Airport Operators. Provides guidance for the use of the NOTAM System in airport reporting. b. AC 15015200-30, Airport Winter
Sqfety and Operations. Provides gnidance to airport owners/operators On the development ofan acceptable airport snow and ice control program and on appropriate field condition reporting
procedures. c. AC 15015200-33, Hazardous Wildlife Attractants On orNear Airports. Provides guidance on locating certain land uses having the potential to attract hazardous wildlife to
puhlic-use airports. d. AC 15015210-5, Painting, Marking, andLightiflg a/Vehicles Used on an Airport. Provides guidance, specifications, and standards for painting, marking, and lighting
vehicles operating in the airport air operations areas. e. AC 150/5220-4, Water Supply Systems/or Aircraft Fire and Rescue Protection. Provides guidance for the selection ofa water source
and standards for the design of a distribution system to support aircraft rescue and fire fighting service operations on airports. r. AC 15Q/5340-1, Standards/or Airport Markings. Contains
FAA standards for markings used on airport runways, taxiways, and aprons. g. AC 150/5340-14B, Economy Approach Lighting Aids. Describes standards for the design, selection, siting, and
maintenance of economy approach lighting aids. h. AC 15015340-18, Standards/or Airport Sign Systems. Contains FAA standards for the siting and installation ofsigns on airport runways
and taxiways. i. AC 150/5345-28, Precision Approach Path Indicator (PAPI) Systems. Contains the FAA standards for PAPI systems, which provide pilots with visual glide slope guidance
during approach for landing. j. AC 15015380-5, Debris Hazards at CMI Airports. Discusses problems at airports, gives information on foreign objects, and explains how to eliminate sucb
objects from operational areas. 􀁾􀀠II.. AC 10n460-2, Proposed Construction or Alteration a/Objects that May Affect the Navigable Airspace. Provides information to persons proposing
to erect or alter an object that may affect navigable airspace and explains tbe oeed to notifY the FAA before construction begins and the FAA's response to those notices, as required
by 14 CFR part 77. 2. Obtain copies ofthe following publications from the Superintendent ofDocuments, U.S. Govemment Printing Office, Washington, DC 20402. Send a check or money order
made payable to the Superintendent of Docurnents in the amount stated with your request. The Government Printing Office does not accept C.O.D. orders. In addition, the FAA makes these
ACs available at no charge on the Web site at http://www.faa.gov/arp/. •• AC 15015300-13, Airport Design. Contains FAA standards and recommendations for airport design, establisbes approach
visibility minimums as an airport design parameter, and contains the object-free area and the obstacle free-zone criteria. ($26. Sopt. Does.) SN050-007-0120S-0. b. AC 150/5370-10, Standards/or
SpecifYing Construction 0/Airports. Provides standards for construction of airports. Items covered mclude earthwork, drainage, paving, turfing, lighting, and incidental construction.
($18. Supt. Docs.) SN050-0070821-0. A-1 
AC 15015370-2E 1117103 APPENDIX 2. DEFINITIONS OF TERMS USED IN THE AC I. AIR OPERATIONS AREA (AOA). Any area of the aiIport used or intended to be used for the landing, takeoff, or
surface maneuvering of aircraft. An air operations area includes such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition
to its associated runways, taxiways, or aprons. 2. CONSTRUCTION. The presence and movement of constmction-related personnel, equipment, and materials in any location that could infringe
upon the movement of aircraft, 3. CERTIFICATED AIRPORT. An aiIport that has been issued an Airport Operating Certificate by the FAA under the authority of] 4 CFR part 139, Certification
and Operation: Land Airports Serving Certain Air Camers, or its subsequent revisions. 4. FAA FORM 7460-1, NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION. The form submitted to the FAA
Regional Air Traffic Or Airports Division Office as formal writtcn notification ofany kind ofcOllStruction or alteration ofobjects that affect navigable airspace, as defined in 14 CFR
part 77, Objects Affecting Navigable Airspace (see AC 70n460-2, Proposed Construction or Alleralion ofObjects that May Affect the Navigable Airspace, found at http://www.faa.gov/arp/).
5. FAA FORM 7480-1, NOTICE OF LANDING AREA PROPOSAL. Form submitted to the FAA Airports Regional Division Office or Airports District Office as formal written notification whenever a
project without an airport layout plan on file with the FAA involves the construction of a new airport; the construction, realigning, altering, activating, or abandoning of a I1l11way,
landing strip, or associated taxiway; or the deactivation or abandoning of an entire aiIport (found at http://www.faa.gov/arp/), 6. MOVEMENT AREA. The ronways, taxiways, and other areas
ofan airport that are used for taxiing or hover taxiing, air taxiing, takeoff, and landing of aircraft, exclusive ofloading ramps and aircraft parking areas (reference 14 CFR part 139),
7. OBSTRUCTION. OBSTRUCTION. Any object/obstacle exceeding the obstruction standards specified by 14 CFR part 77, subpart C. 8. OBJECT-FREE AREA (OFA). An arca on the ground centered
on the runway, taxiway, or taxilane centcrline provided to enhance safety of aircraft operations by having the arca free of objects except for those objects that need to be located in
the OFA for air navigation or aircraft ground mancuvering purposes (see AC 15015300-13, Airport Design. for additional guidance on OFA standards and wingtip clearance criteria). 9. OBSTACLE-FREE
ZONE (OFZ). The airspace below 150 reet (4Sm) above the established aiIport elevation and along the I1l11way and extended I1l11way centerline that is required to be clear of all objects,
except, for frangible visual NA VAIDs that need to be located in " the OFZ because of their function, in order to provide clearance protection for aircraft landing or taking off from
the runway and for missed approaches (refer to AC 150/5300·13 for guidance on OFZs). Ill. RUNWAY SAFETY AREA (RSA). A defined surface SlUTounding the IUllway prepared or suitable for
reducing the risk ofdamage to airplanes in the event of an undershoot, 􀁯􀁶􀁥􀁲􀁳􀁨􀁯􀁯􀁴􀁾􀀠or excursion from the runway, in accordance with AC 15015300-13, 11. TAXIWAY SAFETY AREA.
A defwedsurface alongside tha taxiway prepared or suitable for reducing the risk of damage to an airplane unintentionally departing the taxiway, in accordance with AC 150/5300· 13, 12.
THRESHOLD. The begiIming oftha! portion of the runway available for landing. In some instances, the landing threshold may be displaced. 13. DISPLACED THRESHOLD. The portion of pavement
behind a displaced thteshold that may be available for takeoffs in either direction or landing from the opposite direction. . 14. VISUAL GLIDE SLOPE INDICATOR (VGSI). This device provides
a visual glide slope indicator to landing pilots, These systems include precision approach path indicators (PAPIs), visual approach slope indjcatoYll (VASIs), and pulse light approach
slope indicators (PLASls), A-2 
1/17103 AC 15015370-2E APPENDIX 3. AIRPORT CONSTRUCTiON SAFETY PLANNING GUIDE Aviation Safety Requirements During Construction PURPOSE. This appendix provides airport operators with
boilerplate format and language for developing a safety plan for an airport construction project. Adapt this appendix. as applicable. to specific conditions found on the airport for
which the plan is being developed. Consider including a copy ofthis safety plan in the construction drawings for easy access by contractor personnel. Plans should contain Ihe following:
1. GENERAL SAFETY REQUIREMENTS. Throughout the construction project, the following safety and operational practices should be observed: • Opemtional safety should be a standing agenda
item during progress meetings tiuoughout the construction project. • The contmctor and airport operator must perform onsite inspections throughout the project, with immediate remedy
ofany deficiencies, whether caused by negligence, oversight, or project scope change. • Airport runways and taxiways should remain in use by aircraft to the maximum extent possible.
• Aircraft use of areas near the contractor's work should be controlled to minimize disturbance to the contractor's operation. • Contractor, subcontmctor, and supplier employees or any
unauthorized persons must be restricted from entering an airport area that would be hazardous. • Construction that is within the safety area of an active runway, taxiway, or apron that
is performed under normal opemtional conditions must be performed when the runway, taxiway, or apron is closed or use-restricted and initiated only with prior permission from the airport
operator. • The contraeting officer, airport operator, or other designated airport representative may order the contractor to suspend operations; move personnel, equipment, and materials
to a safe location; and stand by until aircraft use is completed. 2. CONSTRUCTION MAINTENANCE AND FACILITIES MAINTENANCE. Before beginning any construction activity, the contractor must,
through the airport operator, give notice [using the Notice to Airmen (NOT AM) System] ofproposed location, time. and date ofcommencement of construction. Upon completion ofwork and
return ofall such areas to standard conditions, the contractor must, through the airport operator, verilY the cancellation ofall notices issued via the NOTAM System. Throughout the duration
ofthe construction project, the contractor must-a. Be aware ofand understand the safety problems and hazards described in AC 150/5370·2, Operational Sa/ety on Airports During Constroction.
"b. Conduct activities so as not to violate any safety standards contained in AC 150/5370·2 or any ofthe referenees therein. c. Inspect all construction and storage areas as often as
necessary to be aware of conditions. rl. Promptly take all actions necessary to prevent or remedy any unsafe or potentially unsafe conditions as soon as they are discovered. 3. APPROACH
CLEARANCE TO RUNWAYS. Runway thresholds must provide an unobstructed approach surface over equipment and materials. (Refer to Appendix 2 in AC 150/5300-13, Airport Design, for guidance
in this area.) 4. RUNWAY AND TAXIWAY SAFETY AREA (RSA AND TSA). Limit construction to outside of the approved RSA, as shown on the approved airport layout plan-uhless the . runway is
closed or restricted to aircraft opezq.tions, requiring a lesser standard RSA that is equal fu the 􀁒􀁓􀁾􀀠available during construction (see AC 150/5370-2 for 􀁾􀀠exceptions). Construction
activity within the TSA is permissible when the taxiway is open to aircraft traffic if adequate wingtip clearance exists between the aircraft and equipment/material; evacuations, 􀁴􀁲􀁥􀁮􀁣􀁨􀁾􀀬􀀠or
other conditions are conspicuously marked and lighted; and local NOTA...\1s are in effect for the activity (see AC 150/5300·13 for wingtip clearance requirements). The NOTAI,,! should
state that, "personnel and equipment are worldng adjacent to Taxiway __." , 􀁾􀀢􀀠a. Procedures for protecting runway edges. • Limit constmction to no closer than 200 feet (6Om) from
the runway centerlin<>-uniess the runway is closed or restricled to aircraft operations, requiring a lesser standard RSA A·3 
AC 15015370·2E 1117103 that is equal to the RSA available during • Coordinate construction activity with the construction. Airport Traffic Control Tower (ATCT) and FAA Regional Airports
Division Office or • Prevent personnel, material, and/or Airports District Office, and through theequipment, as defined in AC 150/5300·13, airport operator, issue an appropriateParagraph
306, "Obstacle Free Zone NOTAM.(OFZ)," from penetrating the OFZ. Complete theJallawing chart to determine the area that must be protected along Ihe runway edges: . , 'See AC 15015300-13,
Allport Design, to complete the chart for a specific runway. b. Procedures for protecting runway ends. • Prevent personnel, material, and/or equipment, as defined in AC 150/5300-13,
from penetrating• Maintain the RSA from the runway the obstacle-free zone.threshold to a point at least the distance from the runway thteshold as existed before • Ensure adequate distance
for blast protection is construction activity-unless the nmway is provided, as needed. closed or restricted to aircraft operations, requiring an RSA that is equal to the RSA • Coordinate
construction activity with the ATCT and FAA Regional Airports Division Office orlength available during construction in Airports District Office, and through the airportaccordance with
AC 150/5300-13. This operator, issue an appropriate NOTAM. may involve the use of declared distances and partial runway closures (see AC • Providc a drawing showing the profile of the
150/5370·2 for exceptions). appropriate surfaces of each runway end 􀁷􀁨􀁥􀁾􀀠construction will take place. Where operations • Ensure all personnel, materials, andlor by turbojet aircraft
are anticipated, review equipment are clear of the applicable takeoff procedures and jet blast characteristici:: of threshold siting criteria surface, as defined aircraft and incorporate
safety measures forin AppendiJ( 2, "Threshold Siting construction workers in the contract documents.Requirements," ofAC 150/5300-13. ,, A-4 
1117103 AC 15015370-21: Complete the following chart to determine the area that must be protected bifore the runway threshold: Runway.End. Airplane ..... . Approacli,-.. 􀁩􀁐􀁲􀁬􀁯􀁲􀁴􀁾􀀠.thli
􀁔􀁨􀁲􀁥􀁳􀁨􀁯􀁬􀁤􀀢􀀮􀀧􀀮􀁾􀀧.. 􀀺􀁃􀁾􀁟􀁴􀁥􀁧􀀿􀁾􀀺􀀢􀁾􀀢􀀠". 􀀮􀁾.... ___ 􀀢􀁟􀀧􀀮􀁾􀀧􀀠-􀀬􀀭􀀺􀁾􀀭__:FEET __: 1 to (lbreshold) __:FEET __: I to (threshold) __.·FEET __: 1 to (threshold)
__.FEET __: 1 10 (Ibreshold) 'See AC 150/5300-13, Airport Design, to complele the chart for a specific runway. 5. MARKING AND LIGHTING FOR TEMPORARY THRESHOLDS. Marking and lighling
for a temporary tbreshold is__/is not__ required. The airport owner or contractor, as specified in the contract, will furnish and maintain markings for temporary thresholds. Precision
approach path indicators (PAPIs) or runway end identification lights (REIL) are__lare not __ required. The airport owner or contractor, as specified in the contract, will furnish and
install all temporary lighting. Include appropriate items per AC 150/5370-2, Chapter 3, "Safery St.ndems and Guidelines." gmarking and lightingfor the temporary threshQld is not required,
delete this section ofthe safety plan. g visual aids and/or markings are necessary, provide details. (Include applicable 14 CFR part 77 surfaces in the contract documents.) o. CLOSED
RUNWAY MARKINGS AND LIGHTING. The following must be specified for elosed runways. Closed runway marking are __/are nOI__ required. Closed runway markings will be as shown on the pJans__/as
furnished by the airport owncc__/other__ (specify). Barricades, flagging, and flashers =__/are not __required at Taxiway __ and Runway __and will be supplied by the airport __/other__(
specify). 7. HAZARDOUS AREA MARKING AND LIGHTING. Hazardous areas on the movement arca will be marked with barrieades, traffie cones, flags, or flashers (specify). These ma!kings restrict
access and makc hazards obvious to aircraft, personnel, and vehicles. During periods of low visibility and at night, identify hazardous areas with red flashing or steady-burning lights
(specify). The hazardous area marking and lighting will be supplied by the airport operatorlcontractor, as specified in the contract, and will be depicted on the plans. 8. TEMPORARY
LIGHTING AND MARKING. Airport markings, lighting, and/or signs will he altered in the following manner (specify) during the period from __to ___. The alterations are depicted on the
plans. 9. VEmCLE OPERATION MARKING AND CONTROL. Include the following previsions in the eonstruction contract, and address them in the safety plans: •• When any vehicle, other than one
that has prior approval from the airport operator, must travel over any portion of an aircraft movement area. it will be eseorted and properly identified To operate in those areas during
daylight hours, the vehicle must have a flag or beacon. attached to it Any vehicle operating on the movement areas during hours of darkness or redueed visibility must be equipped with
a flasbing dome-type light, the eolor Of which is in accordanee with local or state codes. . b. It may be desirable to elearly identify the vehicles for eontrol purposes by either assigned
initials or numbers that are prominently displayed on each side of the vehicle. The identification symbols should be at rninirrmm 8-inch (20-cm) block-type chaiacters ofa contrasting
color and easy to read. They may be applied either by using tape or a watcr-soluble paint (0 faeilila!;:.. removal. Magnetic signs are also acceptable. In addition, vehicles must display
identifieation media, as specified in the approved security plan. (This section should be revised to con/onn to the airport 􀁯􀁰􀁥􀁲􀁾􀁲􀁯􀀮􀁲􀁽􀁳􀀠requirements.) 􀁾􀀠 A-5 
1117103 AC 150/5370-2E c. Employee parking shall be -.--:---;--:---:--;-;--c;-----,:---,--(specify location), as designated by the airport manager 􀁾􀁟􀀯􀀠project engineer ___lother__(specify).
d. Access to the job site shall be via._-;-;--;-__. (specify route), as shown on the plans ___ldesignated by the engineer ___ldesignated by the snperintendent___ldesignated by the airport
manager___lother___(specify). e. At 14 CFR part 139 eer!ificated and towered airports, all vehicle operators having access to the movement area must be familiar with airport procedures
for the operation ofground vehicles and the consequences of noncompliance. f. If the airport is certificated andIor has a security plan. the airport operator should check for guidance
on the additional identification and control of construction equipment. 10. NAVlGATIONALAIDS. The contractor must not conduct any construction activity within navigational aid restricted
areas without prior approval from the loeal FAA AilWay Facilities sector representative. Navigational aids inelude instrument landing system components and very high-frequency omnidirectional
range, airport surveillance radar. Such restricted areas are depicted on construction plans. 11. LlMlTATIONSON CONSTRUCTION. Additional limitations on construction include-a. Prohibiting
open-flame welding or torch cutting operations unless adequate fire safety precautions are provided and these operations have been authorized by the airport operator (as tailored to
conform to locol requirements and restrictions). b. Prominently marking open trenches, excavations, and stockpiled materials at the construction and lighting these obstacles during hours
ofrestricted visibility and darkness. c. Marking and lighting closed, deceptive, and hazardous areas on airports, as appropriate. d. Constraining stockpiled material to prevent its movement
as a result ofthe maximum anticipated aircraft blast and forecast wind conditions. 12. RADIO COMMUNICATIONS. Vehicular traffic located in or crossing an active movement area must have
a working two-way radio In contact with the control tower or be escorted by a person " in radio contact with the tower. The driver, through personal observation, should confirm that
no aircraft is approaching the vehicle position. Construction personnel may operate in a movement area without two-way radio eomrnurtication provided a NOTAM is issued closing the area
and the area is properly marked to prevent incursions. Twcrway radio communications are __Iare 􀁮􀁯􀁴􀁟􀁾􀁲􀁥􀁱􀁵􀁩􀁲􀁥􀁤􀀠between contractors and the Airport Traffic Control Tower___fFAA
Flight Service Station__IAirport Aeronautical Advisory Stations (UNICOMICTAF)__• Radio contact is lis not__required between the hours 􀁯􀁦􀁟􀁾􀁡􀁮􀁤__. Continuous monitoring is required
__lor is required only when equipment movement is necessery in certain areas􀁾􀀮__. ([his section may be tailored to suit the specific vehicle andsafety requirements ofthe airport sponsor.)
13. DEBRIS. Waste and loose material must not be placed in active movement areas. Materials tracked onto these areas must be removed continuously during the work project. A-S 
1117/03 AC 15015370·2E APPENDIX 4. SAMPLE NOTAM _____AIRPORT FAA NOTAM# ____________ DATE: _______ AIRPORT LD. TIME: _______ NOTAMTEXT: NOTIFICATON: ####TOWER _____ PHONE # ####FSS PHONE
# INITIALS INITIALS TIME TIME CALLED IN BY CALLED IN BY AIRLINES CANCELLED: NOTIFICATON: # ### TOWER _____ PHONE # INITIALS TIME CALLED IN BY ####FSS PHONE # INITIALS TIME CALLED IN
BY AIRLINES A-7 
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OF ADDISON FUEL TRUCK OELIVERY ROAn PAVEMENT REPAIR AREASADDiSON 3TOWN OF ADDISON. TEXAS 
----I 266' ."XISTING 147' 39' 13«)0 15----t-------14«)0---------+TAXIWAY 'A' J 􀁍􀁁􀁎􀁈􀁃􀁕􀀺􀁾􀀠J IlfPA.R AREA TYPE '02'AREA _______ 18«)0 _______1________ 18«)0 EXISTING GRATE TO REMAIN
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OF ADDISON FUEL TRUCK DELIVERY ROAD PAVEMENT REPAIR AREAS TOWN OF ADDISON. TEXAS SHEET 4 
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IF 72 HOJRS PRIQ't TO CLOSURE. BAARlcmES SHALL BE INSTALLEO PER AC150/5310-2E. REPAIR /lREAS 'C1 AND 'el'SHALL BE COWlETED WITHIN 3 C"-ENDAR DAYS FROM THE TIME IF CLOSURE. NIGHTWQ'tK
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ROAD PAVEMENT REPAIR AREAS TOWN OF ADDISON. TEXAS SHEET .. ' " 5 
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, . -::. I, -.. 􀁾.' d' • , • 4 • ' .. • EJ Set tJ,2 ( 􀁫􀁾􀁴􀀧􀀺􀁋􀁩􀀷􀁦􀀮JP'tI􀁾<Xl _....oF'},'\--:t<a..,.,··"••..􀁾... ll􀁉􀁉􀁉􀁉􀁉􀁉􀀬􀁾􀀠 INSTALL IB' RCP (CLASS 111 ) "'",l::,'''*
"",'1":\':"$;0.'-\":. 􀁾􀀠􀁾􀀠AND GRATE INLET. PER f:y....·"·....􀁩􀁉􀁄􀀱􀁑􀁩􀁩􀁾􀂷􀁾􀀠GRATE INLET DETAIL NOTES IAA 􀁾􀁩􀁌􀁾􀀻􀁴􀁾􀀮􀁾􀀻􀁩􀁬􀁬..􀁴􀂷􀁩􀁬􀁦􀁾􀀢􀁕􀁉􀀱􀀧..A,,"'_1I. CONTRACTOR
WILL SOD DISTURBED· 􀁮􀁾􀁾􀀬􀀬􀀬􀁾􀁾􀁯􀁬􀀯􀀶􀀱􀀯􀀨􀀩􀁌􀁪AREA. THE SOD WILL NOT 8E A SEPARATE t PAY ITEM. LEGEND '" r--r2.. REMOVED .. PAVEMENT SHALL 8E DISPOSED OF BY CONTRACTOR. SU8SIDI
ARy'TO' OTHER 􀁾􀁜􀀧􀂷􀀻􀀮􀁉􀀠PAVEMENT REMOVAL AREA ADDISON AIRPORTITEMS. 3. REMOVED PAVEMENT WILL BE REPLACED' 􀁾􀀠FUEL TRUCK DELIVERY ROAD I:.': "1 EXISTING FUEL TRUCKWITH CONCRETE
PAVEMENT AS SHOWN IN .•.•..,' CONCRETE PAVEMENTTYPICAL SECTION lB. REPAIR AREA TYPE '.4'. .::::' . 􀁾􀀠EXSISTING JOINT1'1:11"1'1􀁾􀁴􀀡􀀴􀁉􀀢􀀡􀀧􀁾􀁾􀀻􀀧􀀽􀀺􀀺􀀻􀀧􀁟􀁪􀀠􀁾􀁾􀁾􀀭􀀭
07-JUL-200409,04 G,\39959\Cad'Sheets'ftdt02.dgn NOT TO SCALE 􀁾􀁾􀀠 • • • '.. <1, "" .oj 􀁚􀁕􀁾􀁌􀀧􀀠;RUCK " 􀁾􀀠􀁄􀁅􀁌􀁉􀁾􀁅􀁒􀁙􀀠RO:? 􀁾􀀠.. • ", <! ' • • r PAVEMENT FAILURE AREA SAWCUT
FULL-DEPTH /AT EXISTING JOINT • • • ... .. ',.q . • • • 4 .. " <1 • .. 4 • • 4 .. '. <1 • '," . • • • • .. .. .. NOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE
PAY ITEM. LEGEND 2. REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. SUBS(DIARY.· TO. OTHER I;" 1 PAVEMENT REMOVAL AREA ITEMS. ADDISON AIRPORT j. REMOVED PAVEMENTV" LL BE REPLACED·
.. I·:.:" '1 EXISTING FUEL TRUCK ,. FUEL TRUCK DELIVERY ROADWITH CONCRETE PAVEMENT AS SHOWN IN .•.•..•' CONCRETE PAVEMENT TYPICAL SECTION IA. REPAIR AREA TYPE 'E' 􀀮􀀬􀀢􀀺􀀺􀁾􀀠􀁾􀀠EXSISTING
JOINT 􀁉􀀭􀀭􀁉􀀮􀀺􀀢􀁉􀁉􀀢􀀭􀁾􀀭􀂷􀀢􀀧􀁾􀁾􀀠-....􀀭􀁾n,n,vr.􀁣􀀮􀀢􀁉􀀼􀀢􀁾􀀠i 
• • • 07-JUL-2004 12: 59 G: \39959\Ccd\Sheets\ftdt03. dgn ,. . ,. ADDITIONAL REMOVAL FOR AREA ce ONLY EXISTING HMAC NOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A
SEPARATE PAY ITEM. e. REMOVED PAVEMENT SHALL BE DISPOSED OF BY COfoJTRACTOR. SUBS I,DI 􀁁􀁦􀀼􀁾􀀠TO, OTHER ITEMS. 3. REMOVED PAVEMENT'VYILL BE REPLACED, WITH CONCRETE PAVEMENT AS SHOWN
IN TYPICAL SEOTION IA. 􀀮􀁾􀁴􀀠􀁲􀀺􀀭􀁬􀂷􀁾􀀮􀁉􀁉􀁉􀀽􀁊􀁡􀀽􀁾􀀬􀁟􀁾_. n. lI.vtn 􀀨􀁉􀀬􀁾􀀢􀀮􀁈􀀮􀁯􀀠! NOT TO SCALE t TAXIWAY (ASPHALT PVMT.I FULL DEPTH SAW CUT 􀁾􀀭􀀼􀀠" '" , <# "3 ..
<: • <I '. FUn 'TRUCK. ' ,i:x:UVERY ROAD EXISTING CONC. PAVEMENT FULL DEPTH SAW CUT TAXIWAY (ASPHALT PVMT.) 􀁾􀀠LEGEND Hrr;;1 PAVEMENT REMOVAL AREA 1_: : " 'I EXISTING, FUEL TRUCK ADDISON
AIRPORT '. ," ',-CONCRETE PAVEMENT , FUEL TRUCK DELIVflJRY ROAD ,,@EXISTING JOINT REPAIR AREA 1'YPE 'C' 9 
• • • 07-JUL-2004 12,59 G,\39959\Cad\Sheets\ftdt04. dgn NOTES GRADE AREA TO DRAIN I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE PAr ITEM. 2. REMOVED PAVEMENT
SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY·TO OTHER ITEMS. _.. 3. REMOVED PAVEMENT WILL BE REPLACED WITH CONCRETE PAVEMENT AS SHOWN IN TYPICAL SECTION lB. 􀀬􀀺􀀮􀀻􀀮􀁾􀀠. 1-1,"11111
􀀽􀁴􀁾􀁍􀀧􀀻􀀢􀀢􀀧􀁾-...... -n.lIHr/J 􀁲􀀮􀀭􀀻􀁲􀀮􀀮􀀮􀁾􀀮􀀠NOT TO SCALE INSTALL IS" RCP (CLASS III ) AND GRATE INLET. PER AREA 􀁾􀀼􀀺􀀠DRAIN 4 4 . -' 4' .' 4" ,i -·· '.' .-􀀭􀀻􀁕􀁾e'rRud,,;'
/" PAVEMENT FAILURE AREA GRATE INLET DETAIL , ______ GRADE 􀁾􀀠TO .-' .DEL"iVEeir RoAD.: 4 • .. 􀁾􀀺􀁾􀁾􀁩􀁾􀁪􀁊􀁬􀁩􀁬􀁾􀀻􀁉􀁾􀁉􀁾􀁾􀁩􀁾􀁾􀁩􀁾􀀴􀀺􀀻􀁾􀁾􀀮􀀺􀁾􀀮􀀮􀀠• 4 --. . . 4 "" /./.•
, ...:£-., EXISTING STORM• . . WATER PIPE. DO -,'-::. NOT 0 I STURB .' 􀁉􀁗􀁉􀁉􀁉􀁾INSTALL 18' RCP (CLASS Ill) 􀁾􀀠AND GRATE INLET. PER GRATE INLET DETAIL. NOTE, THIS ITEM IS ELIMINATED
'"FOR REPAIR AREA 05.t LEGEND I';;·!PAVEMENT REMOVAL AREA o/f ADDISON AIRPORT l' PUB£' TRUCK DELIVERY ROAD 1-:' :,'EXISTING FUEL TRUCK •..•..' CONCRETE PAVEMENT REPAIR AREA TYPE 'D'
􀁾􀀠EXSISTING JOINT 
I OJ-JUL-2004 12.59 G, \39959\Cod\Sheets\ftdtOS. %' JOINT W/HOT POURED NOT TO SCALESAWCUT FULL-DEPTHRUBBER JOINT SEALING AT EXISTING JOINTCOMPOUND (TYPJ +6 BARS 20' LONGEXISTING JOINT
DN 15' CENTERS. EXPANSIDN JDINTPROPOSED ,10' THICK, 4500 PSI, SLEEVE THIS END SEE DETAILCLASS P2 REINF CONCRETE OF BARS. -------"SAWCUT I' BEYOND PAVEMENT FOR REPAIREXISTING JOINT DRI
LL ANDTYPES A,B.&D. DUMMY JOINTS ATIF SPALLED EPOXY BARS12' THICK, HIGH EARLY STRENGTH 2D' MAX. SPACING. (CLASS 'M'J FOR REPAIR TYPE C. SEE DETAIL 2 SEE NOTE 2. " 4 ". . • 􀀧􀀰􀁾􀀧􀀠k(
,:r.6..f/'-S' MIN '<XA" " "< " "<:1\." +4 BARS 0 18' C-C CENTERED IN SLAB 8' MIN l FOR REPAIR TYPES A.B.& D 8' MIN (TYPJ 6' +5 BARS 0 18' C-C ITYPJ FOR REPAIR TYPE CEXISTING S' SCARIFY
6' DEPTH AND RECOMPACT CONCRETE PAVEMENT TO 95X STANDARD PROCTOR DENSITY. +6 BARS 20' LONG SUBSIDIARY TO 10' REINFORCEDON 15' CENTERS CONCRETE PAY ITEM. NOTES, I. REPAIR AREAS SHALL
BE LEVELLED TO MATCH EXISTING GRADE OF ADJACENT CDNCRETE PAVEMENT. IF ADDITIONAL FILL MATERIAL IS NEEDED. FLEXIBLE BASE MEETING THE REQUIREMENTS OF NCTCOG STANDARD SPECIFICATIDNS 301.5
SHALL BE USED. ADDITIOANL FILL MATERIAL IS SUBSIDIARY TO BID ITEMS. 2. CLASS.' "M' CDNCRETE, FOR' REPAIR AREA TYPE 'c' SHALL MEET ALL OF THE REQUIREMENTS OF CLASS 'P2' CONCRETE. PLUS
ACHIEVt' A ' COMPRESSIVE STRENGTH OF 3600 PSI WITHIN 24 HOURS: :'::' 􀁉􀀽􀀺􀁉􀁾•• ;J􀁾􀀽􀀱􀁉􀁦􀁕􀁊􀁕􀀱􀁉􀁾􀀠ADDISON AIRPORT , FUEL TRUCK DELIVERY ROAD TYPICAL SECTION 1A CONCRETE PAVEMENT
REPLACEMENT ADJACENT TO CONCRETE 
----------07-JUL-2004 12:59 G,\J9959\Cod\Sheets\ftdt06. DUMMY JOINTS AT ZO' MAX. NOT TO SCALE SPACING. SEE DETAIL 2 EXISTING MANHOLE%' JOINT W/HOT POURED SAWCUT ATAND GRATERUBBER JOINT
SEALING EXISTING JOINTTO BE REMOVEDSAWCUT AT COMPOUND ITYP) EXPANSION JOINTEXISTING 􀁊􀁏􀁉􀁎􀁔􀁾􀀠+6 BARS ZO' LONGPROPOSED 10' THICK. SEE DETAI L I ON IS' CENTERS.􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠6'
4500 PSI. CLASS PZ REINF. DRI LL ANDSLEEVE THIS ENDCONCRETE CONCRETE PAVEMENT EPOXY BARSOF BARS--PAVEMENT +4 BARS 􀁾􀀠18' C-C CENTERED IN SLAB􀁾􀀠',4 "\',4,+8 ' '_4-:.-..l-􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀀬􀀮􀀮􀀺􀀡􀀮�
�􀀺􀀭􀀮􀁾􀀠􀁾􀀢􀁌􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀀠_<1..,;..􀁾􀁫􀀧􀁁􀁲􀀭4 􀀧􀀧􀀧􀀧􀀷􀁾􀀠6' MIN 􀀢􀀯􀁾􀁪􀁾􀀺􀁙􀁁􀁘􀀠8' MIN L DENSITY 􀁾􀀠/,J 8' MINITYP) 6' •• .•.•.• .00 6 (HP) • Co +6 BARS 20' LONG
1 Z' TYP 1 ":. 􀁾'=.J.c!!f!!t:.L6:" 􀁊􀀲􀁅􀁊􀀺􀀡􀀮􀀡􀁌􀁦􀀧􀀡􀀡􀀡􀁕􀀡􀁾􀁱􀁪􀀡􀁍􀀡􀁾􀁃􀁌􀁟ON 15' CENTERS. 1'\--------1 +5 BARS 􀁾􀀠8' r TO 957. STANDARD PROCTOR DENSITY." I \ +5 DOWEL
BARS 1 E.W. T.StB. : SUBSIDIARY TO 10' REINFORCED I \ I 112' LONG 1 CONCRETE PAY ITEM. I I JI I . 1\ 􀁾􀀠6' O.C. 1 \ I \ I EACH SIDE 1 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠GRATE INLET ,I /􀁾􀀠TO BE CAPPED
\ I I \ EXISTING STORM V 1 I WATER PIPE. I I 1 J DO NOT DISTURB. 1 1 1 I '--________1 '-_____ _ _____<-.1 ___________________ _ I NOTE: 1 I REPAIR AREAS SHALL BE LEVELLED TO MATCH EXISTING
GRADE OF ADJACENT CONCRETE PAVEMENT. IF ADDITIONAL 12 FILL MATERi'AL IS NEEDED •. FLE-XIBLIS BASE MEETING THE REQUIREMENTS OF NCTCOG ADDISON AIRPORT STANDARD SPECIFICATi'ONS 301.5 SHAH
• FUEL TRUCK DELIVERY ROADBE USED. ADDITIOANL FILL MATERIAL TYPICAL SECTION 1BIS SUBSIDIARY TO BID ITEMS. CONCRETg PAVEMgNT RflJPLACgMflJNT􀀮􀀧􀁜􀀡􀁾􀀧􀀢􀀠ADJACENT 1'0 MANHOLE􀁉􀀭􀀽􀁾􀀮􀁩􀁩􀁟􀀻􀀻􀁝􀁾
􀀭􀁩􀁾􀀧􀁾􀀠" 
07-JUL-2004 09,05 G, \39959\Cad\Sheets\ftdt01, dgn NOT TO SCALEraJ va?tn 􀁉􀁾􀁾􀁩􀀠AA j-l_ a.J Cost Iron Grote ond Fr{]me Silo!! Suppod (I M'tl:l.n\;m Aircraft Load of 225 PSI. ., 􀁾􀀠La,
',' ·....' 􀁉􀁉􀁾N 18" ;•. Hin _____..!Typ) I" 􀁾􀀮􀁮􀁔􀀾􀀭􀀮ll5@5"<.l.C.2" C••_1: 1L ' 't-:>W Each Woy􀁾􀀬􀀠.rr: 􀁾􀀠' . .􀁾􀀠·.r.. o > 􀁇􀀬􀁡􀀬􀀬􀁾􀀧􀀠I :'Jj..'.1-2"In... ert . 􀀭􀀻􀀺􀁾􀀬􀀠CIr.
, '.l]. 􀁃􀁳􀀮􀁾ITy,.I,: ,.;IV ",'I,Q'.' 􀀢􀀮􀁾􀀬􀀮􀁾􀀮􀀬􀀺􀁹􀀺􀁾􀀮􀀬',I..􀁾􀀺􀁃􀀢􀀻􀁬􀁲􀀢􀀻􀀧􀀺􀀺􀁣􀀢􀁃􀀭􀀾􀀧􀀠.• _: .􀁾􀀧􀀮􀀠'2"" rL" _" ,."'d';' )(4 KeMin. Lop CIr.. ' {Typ.) Y 􀁾􀀠8"
I I-6" Min. CIr. l-Vories 4'-0" Min. e" TYPE "a" GRATE INLET -SECTION "A-A"PLAN -TYPE "a" GRATE INLET Scole: None Scale: None 􀀴􀁾􀁕􀀴􀀠Sors 1:4 \ ,"􀀾􀁾􀀻􀀡􀀠US Hafiz@10" • 2" 􀀭􀀭􀁾􀁴􀀺􀁾􀀿􀁾􀁽􀁴􀁾
􀀱􀀱􀀠Each Side Sors @􀀸􀀧􀁾􀀠􀁾􀀠• 􀁾􀀠􀁾􀁉􀁦􀀠... " ';0 112'" w HI.J -11-'""I;",\ 􀁾􀁾􀁾􀁾􀀺􀁥􀁾􀂷􀂷􀁾􀂷􀀵􀀵􀁽􀁟􀀮􀀮􀀮􀀭􀀭􀀺􀁴􀁴􀀴􀀠@8"EochSi4e 􀀧􀀧􀀧􀀧􀀧􀀴􀀧􀀧􀀧􀀧􀀧􀁩􀀭􀀭􀀺􀀳􀁾􀁾􀀴􀀠Bors
--32" I ... o i 115 @10" D.C. 􀁾􀀠";. Each Way , " , '" 􀁾􀀠...•. .. • • • 􀁜􀀮􀀺􀀮􀀺􀀢􀀧􀀮􀀧􀀮􀀠􀀻􀀭􀀼􀀮􀁾••, *" 􀀧􀁾􀀻􀀾􀀧􀁾􀀧􀁉Cir. ...".' \ ",1115 Oowels @6" 􀁾􀀢􀀧􀀺􀀧􀀠".".:.􀀮􀀬􀁾􀀻􀀢􀁩􀀧􀁌􀀧�
�􀀧􀁬􀁨􀁾, 1 􀀱􀀮􀀧􀀠􀀱􀀮􀁦􀀢􀀢􀀧􀁾􀂷􀂷􀀹􀀳􀀻􀂷􀀠'-.I, ". .... fl1:' .'I I 􀁾II 􀁜􀁾􀀢􀀧􀁎􀀺􀁾􀀱􀁦􀀱􀁉􀁬􀁊􀀷􀀡􀁬􀁉􀁬􀀱I I I 115 Stirs @6" ADDISON AIRPORT, . . I I24" Min. ttl? ,. FUEL
TRUCK 􀁄􀁅􀁉􀁾􀁉􀁖􀁅􀁒􀁙􀀠ROAD 8 ' Yanes 3'-0" MlfI. 􀁾􀀠GRATE INLE'T DETAILS ,::::' ry.PE. "a" GRATE INLET' SECTION "a-a".-! 􀁾II" 􀀽􀀱􀁾􀀱􀁉􀁭􀁉􀁾􀁉􀁗􀁕􀀢􀀢􀀢􀁬􀁩􀁟... ml1l1£"_....
Scale: None _ I /3 
07-JUL-200409,05 G,\39959\Cod\Sheats\ftdtOB. 4'[ . 􀁾􀀠􀁾􀀧􀀮􀀧􀀠􀀱􀀺􀀱􀀮􀁾􀁩􀀠􀁩􀀽􀁉􀁾􀁾􀁟􀁾􀁨􀁕􀁐􀁕􀁎􀁎􀁕􀁉􀀠III I' EXISTING MANHOLE --+5 BARS DETAIL 3 MANHOLE REINFORCEMENT PLAN vit:w
NOT TO SCALE NOT TO SCALE SAWED JOINT INITI , .' • !4'±18' , MAX. BELOW PVMT. , + II ' _ 116 -, 􀀭􀀭􀀭􀁾􀀮􀁾􀁉􀁾􀀠4 'W.'±I BACKER , RQD' , . ' • • '"-'" OVERSIZED BACKER ROD OR ROPE
PLACED IMMEDIATELY AFTER INITIAL SAWCUT IIF REOUIRED) TO PREVENT MATERIAL FROM ENTERING CONTRACTION JOINT DETAIL 2 DUMMY JOINT NOT TO SCALE ADDISON AIRPORT , FUEL TRUCK DELlVBRY ROAD
PAVING JOIN']' DETAILS iI,,' BEVELED EDGES, TYP H' J:.. '18 A ' + VI ' 2 _ 8 ,􀁖􀀲􀁉􀀺􀀺􀁾􀀠d • 4 " . • 'lit' MAX. P6G5, ::; JOINT, 1'/4 􀁾􀀠i. ' 􀁾􀀠1\i " ' RES(L FlUE ,'. OCf:TH, ./N.
PL "CUT.O, BELOW PVMT. LlCONE EALANT ACKER ROD t-ENT FIBERBOARD ONE PIECE. FULL Vs' FULL WIDTH, CAST CE ITOP PORTION T FOR JOINT SEALER & BACKER ROD DETAIL I EXPANSION JOINT NOT TO SCALE