HomeMy WebLinkAbout16-17187 CITY OF ZEPHYRHILLS '
5335-8TH STREET
(813)7so-oo20 1 87
BUILDING PERMIT ��?�j gv �3��
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� PERMIT INFORMATION ' LOCATION INFORMATION ! �
Permit Number: 17187 Address: 3.9456-�OUTH AVE
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ELECTRIC SERVICE/NEW Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est.Value: Parcel Number: 13-26-21-0050-00B00-0070
Improv. Cost: 164,500.00 OWNER INFORMATION "
Date Issued: 3/28/2016 Name: CITY OF ZEPHYRHILLS
Total Fees: 1,200.00 Address: 5335 8TH ST
Amount Paid: 1,200.00 ZEPHYRHILLS FL 33542-4312
Date Paid: 3/28/2016 Phone:
Work Desc: INSTAL•LATION NEW PRECAST LIGHT VAULT & ELECTRIC SVC
CONTRACTOR S � APPLICATION FEES
HL PRUITT CORPORATION BUILDING FEE 907.50
HL PRUITT CORP ELECTRICAL FEE 180.00
BAHR'S PROPANE GAS &A/C, INC. MECHANICAL FEE 112.50
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' Ins ections Re uired �
FOOTER 2ND ROU H PL MB ISC IN ULATI CEILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTO IGNATURE PERMIT OFFI R
PE MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
1
Jac ueline Bo es ' I
q 9
From: Jacqueline Boges
Sent: Monday, March 21, 2016 3:00 PM
To: Nathan Coleman; Brian Williams
Subject: BUILDING PERMIT ENTERPRISE FUNDS
Attachments: enterpr.pdf
Greeting Nate the project for the precast vault and lighting for the air port you will need to have Finance do a journal
entry for the permit cost the permit cost is$1,100.00 . Please get with brian and I need a copy of the entry for the
permit cost. See attachment about what I am speaking about.
Thank you Nate.
Jack�c Boges
813-780-0020 cxt 3513
�_
'%�/take carc o�m�y character;ua�y reputatfa�a sull6 take care o�itsel�"D�igl�t L, Moodd/
Florida has a very broad public records law. Electronic communications regarding most City
of Zephyrhills business are public records and available upon request. Your e-mail �
communications may therefore be subject to public disclosure. ,If you received this message in
error, please do not read, forward, copy, etc. and delete immediately.
I
1
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,� � �:�r'.;;, PURCHASE ORDER
`,-`" ``�"`��„ �_?�'{�r No. 0�000285'1b
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�i�y �f ��ph�rhill� � "'
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v�xnoR: s�Ta Bu�.To:
xs...���c4� c;cy ofz�ny�i7rs
SOl Wacle St gg3g g�S�,
Wiater Springs,FL,32'708 Zephyrhills,FL 33542
,
VER'DOIt PIO. YE7YDOR PHdNE NUhRBEit T`EItMS DA'i'E ItF.QUTRED DELIVERY DATE
xz,�c o oir�inoi�
SFIIPPING IIVSTRUCTIOlV5
{none)
ITEM QTY U/M dESCItIPTIdIV/1'ASIZ PRD CODE ACCUUNT 1U1V7T PR10E AMCIUNT
1 Q-� Electrical Vault Cons�uction 042-42�-Sa2-63I9 554,575.00 554,575.00
File!l 411541
Approved by City Cow�c7 on
12-]a-Is
Bid#k 2 2-35-03
FAAAIP 3-12-0069-013•2014
FDOT F.M.428139-2-R4-D2
SUB'I'OTAL: 554,575AD
TAX: 0.�
SHIPPWG: 0.00
TAXA$LE: No TpTAI,; 554„5?5.00
CONFIRMING;
�1����-. � 1�.-�"v
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AUTFIflI2IZED SICINATTJRE
IIt�ITPORTANT: QUR.{7RDE22 NUMBER MUST AP'PEAR diV EVEEtY INVflICE AND PACKAGE
Ibis piachass ordar is givcn upon tho ropreseatatian and guatamy of t6e m�ufachuer or scller that no breach of azry Statc or Federal
Law or Rsgulation has occaixe3 in commcctian with the mam�'aauuia&P��s�B,btaud'mg,labtling or u¢nspv�tation of
tho memheadiso herein menfioned. If such breach occurs or ia c6arged by any kgally�constiwted Stero or Fedraal au�hrnity,
the buyer s6a11 be entitled ta rtisciad the order and xehmi t6a uwecd merchandiee�d stell al,w be held Lazmless by the mm�ufacturar
ar seller againsi aay pena}ty incuned nndlar the cost af defeuse af mry gauceeding danigncd to pemliz�the buyer.
i iiii�i�ii��ii�ii iiii�iiiii iiiii iiiii iii�i iii��i�iii iiii�iii -
2016038606
Pertnit No. Parcel ID No
�3 —Z(o - 2����0—�D�OI�—�I �
�, NOTICE OF COMMENCEMENT '
State of rlOr��� County of ,r 0.SG�
THE UNDERSIGNED hereby gives notics that improvement will be mada to certsin real property,and in accordence wfth Chepter 713,Florida Slatutes,
Ihe following infortnatlon is provided in this Notice of CommencemenL•
1. DescripUon of Property Parcel IdentKcation No. � �Z�O"� �Q�.� C�� — Cb�S
Street Address: 39 N�D �� �� • !�/J�'�hf�'t r�I$� �L 3�9r�Z ��n
I � •• Q
��%1�1 VAu''1�'— P/'�la S�' S'�Uv}W2_ ►+ e•
2. General Description of Improvement�v�s'�'4Y� r1QUJ �1 � �..
�(r� n.F� ¢.�¢.Ci'�ri Gk,( SfJvi C.Q. m m c�n
3. Owner Infortnation or Lessee iniormation jf tr�e Lessee contraded for the Improvement: � A
Cri� of � �i fhi4l �
,�yS� �1 m o
3 Ne ��r 7�- �T ��Nt'�(� S �C� 3 N
Address City State , ��
Interest in Property� � •• �p
Neme of Fee Simple TiUeholder. ✓� � ���
(if different fro Owner listed above) r.��„�
�C m m
Address n ��y /y City Stete
4. Contractor. �L• l��1 Tl `f.!� � �
�� �1 ad� �. —� W�o-Frr S�ra n-�S 4��- �
Address 4�,/O City State �
ConVectars Telephone No.. �7�3 27`�(� l O
5. Surery: a.�"�++�Ti�c.n ( 5ura..c1L ,�
��Na G Fa��f�S�F. �"na'�nw�� Q�
Amount of Bond: $ 7���S�5• 0p Telephone No: ��3- 3�9- So� State
6. Lender: n��
Name
Address City State
Lenders Telephone No..
7. Persons within the State of Floride designated by the owner upon whom notices or other documents may be served as provided by
Seclion 713.13(1)(a)7),Florida Statutes: �D
�IR�. �I n A p \r�-
Name �►-�n
5335 �;�f'�C. S�-• 7���.�r�,(ls �L �,��
AddrPess 9 �� r� `.7�Q �C9O State ���
� �
Tele hone Number af Desi nated Pe�son: S_r ��,_
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8. In additlon to himseff,the owner designetes `0�2vY�tC1 °( wN 3
/ r —
r tiid/S' to receive a copy of�thie Lienors NoGtice as provided in Section 713.13(1)(b),Florida Statutes, w�o
Tel one Numb r of P rson ar Entity Designated by Owner• a�3 —7 O 9"` 0�3 0
�w�
D
9, E�iration date of Notice of Commencement(the e�iration dale may not be befare the compleUon of consWction end final payment lo the 3 0
contrador,but will ba one year from the date ot recording unless a diHerent date is specified): 'O �
WARNING TO OWNER: ANY PAYMENTS MADE BY THE ONMER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ��m
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN A
RESULTIN YOUR PAYING TWICE FOR IMPROVEMEMTS TO YQUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE NO �
RECORDED AND POSTED ON THE JOB SITE BEFORE TF�E FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT �yf 9°
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT �
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Under penalty of perjury,I dedare that I heve read the foregoing nctice of commencement and that the facts steled therein ere hue to the 6est 3
a
of my knowledge end beGef. � �
CO NTY FLO RIDO �' C -� � �� • �
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\\��\\N����'lll������ � ' - Signature of Owner or Lessee,or O fs or Lessee's Authorized �
\`\'���OP��S�`�� ///�//'' Qfficer/Dire or/Pe edManager
,.� ;�.\s NF •.' y
` :��j Jb��3,2pj'�Aj9�: � Signstoys Title/
�The���sg�ng insWment-JG�s:a'�cr�yrtedge beforQ me lMs,�day of A�h,'20�tby�/DIJP%�7 1� /r)�ma /
� a �� 'Q GG (rype of authoriry,e.g.,otficer,trustee,a omey in tact)tor
%�� 2 Q —��' (name of pa on behaff otwhom instrument was executed).
"�"� �� � �� d entific n'❑ Notary'Signeture • i
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Ty��i���t����_ Na:ne(PrinQ �. /�
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,A������'�'��" �H STSQO'CER7RlFYT�E�fAT�T�E�C7REG0 NCOSA
��' � `�, �°�j► TRUE AND CORRECT Ct7PY OF 1'HE D�CUM�FJT
' � ° ' ;� �;� ON FILE OR OF PU�LIC RECORD IN THIS Ot=FiCE
�" ��G°:�.�.�'-� �• '�` W1T(,V MY FEAfilD N OFFCCIA�SEA�T 1S
�} °' 7n�i��'We 7`,ru�1 . � �� DAY OF �,� 2 ���
�� FA S.C?'NElL,CLERK&CC}MPTRQLk.ER
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,�,s �88 s � gy ^��Qro�� _ DEPUTY CLERK
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City of Zephyrhills �
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: , � �/�
��
Date Received: cJ—����i � - I�
s�te: �i��� �SIJLt ����2.
Permit Type: ��GU 1-� -c�'7`�" /;' L'�—�f�C�i 0 e"�C�C����.
Approved w/no comments: Approved w/the below comments: �❑ Denied w/the below comments: ❑
T'his comment sheet shall be kept with the pernut and/or plans.
, 3 �,/�
Kalvi itz� — lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
f'� 1 ` �,
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Recelved Phone Contact for Permittin V — � �
Owners Name (i�Y 01� � 1� Owner Phone Number ��3"' � ��
Ownefs Address ��J �- ZQ�I �� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Tltleholdar Address ✓�/�
JOBADDRESS 3"I�r�SJ 50�7 ,�- /ywC. � � �I �L LOT# � I
SUBDNISION � � PARCEL IDl� �3�Z�—LI ���� � Q�I 9Q ���
(OBTAINED FIiOIA PROPERTY TAX NOT1C�
WORK PROPOSED � NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH I
� INSTALL EPAIR
PROPOSED USE Q SFR �COMM 0 OTHER I
TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL �
DESCRIPTION OF WORK ( I I � ��5� I 7YA (.�I���" Q,�(�j�A�f4 S� t�Q�
! i� r,
BUILDING SIZE b � S S�FOOTAGE� HEIGHT
r� � 19 Trl i � � � � � � � �� r�
�BUILDING $ iuD p�` VALUATION OF TOTAL CONSTRUCTION
!-7 r�J�M
,rw
ELECTRICAL $ /� ���r AMPSERVICE��� PR@6RE�J9ENERGY Q W.R.E.C.
QPLUMBING $ � •� ���n f C�^
N` � ; ' .\ � �� F�
/
[�tECHANICAL $ � r_ _.� yALUATION OF MECHANICAL INSTALLATION ^ „/�I ��j � �
7�rJ � � l%�'�" I l% �
�GAS ROOFING Q SPECIALTY 0 OTHER `� / �l�
FINISHED FLOOR ELEVATIONS G�. FLOOD ZONE AREA QYES NO �d! ,� �1
� .,
BUILDER ✓OMPANY /�•�' '` v� "� �`�f '
SIGNATURE / REGISTERED Y/ N FEE CURREN Y/N
Address �fJ) �� � W i�"�v �l, S License# �G�+ '7 ��q�
ELECTRICIAN / " `COMPANY •G� �r✓�'� �� °
SIGNATURE � REGISTERED Y/ N FEE CURREN Y/N
Address License# �-- �nQ �C1��
PLUMBER �� COMPANY
SIGNATURE � REGISTEFiED Y/ N FEE CURREN Y/N
Address f License#
ICAL ��� I`� i� MPANY
S NATURE rtEcisreaEo Y/ N FEE CURHFt: Y/N
Address License#
OTHER COMPANY
SIGNATURE �cis�rtEo Y/ N FEE CURREN Y/N
Address License#
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)worfcing days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Siit Fence instalied,
Sanitary FaCilities&'I dumpster,Sita Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)sat of Energy Fortns.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsRa,Construction Plans,Stortnvrater Plans w/Silt Fence installed,
Sanitsry Facilities&1 dumpster Site Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMR Attach(2)sets of Engineered Plans.
""PROPER7Y SURVEY required for all NEW construction.
Directions:•
FIII out application completey
Owner$Contractor sign back of application,notarized
If over 52500,a Natice of Commencemant Is requlred. (AIC upgrades over 57500)
" Agent(for the contrector)or Power of Atlomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMfTTiNG (copy of contract required)
Remofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public madways..needs ROW
T ;y.r •
V�
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to unde�take work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division�icensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law�-lomeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencemept.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WatedWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses. �
- Army Corps of EngineersSeawalls,Docks,Navigable Watervuays.
- Department of Health � Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in pians,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
\\\11�����URAT(F.S.117 3) /
��1'�'\�N,�FlM4NBIz OR•ryqENT � ��` CONTRACTO�
��OQ..�\• ' �d�'�+p t (or af irmed)be , is ' Subscribed nd sw m to(or affirtned)bef�me. i��s ;� _
)� �ey, `TJtianLS'i�
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S .V�Op as identification. �-«x'�$.�as identification.
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OPI File: ESTU14.7869A OPI File: ESTIM-7869A OPI File: ESTIM-TS69A
Oldcastle Precast,Inc. RCS1743 Oldcastle Precast,Inc RCS1743 Oldcastle Precast,Inc' RCS1743
Date: 713012015 Date: 7/30/2015 Date: 713 012 01 5
27 Amlajack Blvd Newnan,GA 30265 Phone:(770)304-4600/Fax:(770)304.4640 27 Amlajack Blvd Newnan,GA 30265 Phone:(770)304-4600/Fax:(770)3044640 27 Amlajack Blvd Newnan,GA 30265 Phone:(770)304-4600/Fax:(770)304-4640
Exhibit"A" Door.and°penile' B.Transportation of Building and Materials
19. Door:6'-0'A r-0',Double Door Set,18 Ga.GoNanked Sleet,Prxoed&Painted 1
A. Building e SpcificationDescription
zo. Frame:6-0^:1-0',16 ca.Gewaniree sled,Primed net Palmed I Scope of Work item Oes
Scope of work Item&Description 21. Dar:3-0'x 1-50,5409010000.1800.001000304 Steel,Primed&Pained 1 Real Exit It A'wblwcan peeol0 00-,0 0,PwMase Or4sdfwderiricalbn puryaea Dowdily:
Rem E4190'O'elobemon 0000060CWWedoP done Orde[brde,Kc010 pvpmea 22. Freme.3'-0'x7'-0',16 Ga.Galvmdend Steel,Prised and Painted 1 Transportation of precast buddingfmm OWra:Oe mamdacturirg plant b final destination.
Quantlly 1. The pricing for delivery/heighl Is Only an estimate.Sao Terns and Conditions Beim. 1-Lol
23. LOCkset.CykndOkd,Laver Storeoom Lockael(000193075150)With Panic Be, 2
1. BeOkcasde Msodel:RCS1743 1 24. Cara:Cnan9eaNe Lock Care!Mode12/ 2 %EN vc E ',,,1A
Door H d,ne,n:Crash Chwn,NRP Stddess ales ranges anb-pdc plate: oor d holder,hydraulic door Ucsure.
25. Weatherstrip akrmkxxnureahad:doorswerP aslra�aMunlholw 2 C.Crane and Rigging-Optional
2 Budding Dunensions(Exleno):474,Long x 16•-6 Wide 10-6'Hgh is a ♦ )ss9-j1ty Fyn f�1 T)
26. Door Door Hood,46 Deep 2 �.PORA +Gsrt dF A NteylON V ry SO3'i/
a. Budding Dwwnslum IFinid ed de pR 4r4r Long x 1s'-0 wde 092'tfid 1-La Qds:P Scope of Work Item Deseriptl Owdod
4. Weight 1300081bs 1-Lot 27. Opennga:Fluorend waa 51090001 010 be dntennnned by cuatuner,tut rannd exceed the , Iran patdie 'wblwcomepMd or Pu O,e00Or4erbrdarinudo0u 0000000, - Quantity PrevdW AiMAn axduNd ` •••
5. Fluor E4dpmeatned:200LBS IPSF 1-La slnchxes design llmtdrms
80 190 ElS01000 i Crazo •L{Fi O. �, 't '•c�.�_,'�1-�Rt
8. Root U.S load:BOLOS)PSF 1-La pmparly sized d aRaoatllset buiidrhg and equipment
Crane lee quoted is for an 8lolrr day.Hours calculated from p d r
]. Wxd Speed:150 MPH 1001,0000000410 poop.,foundaton) 1-Let 28. Now Requested 0 1. d pot 8 Hdr - - )jyjJ/>J /"
8. Fluor Thickness:6 1-Let NVAC must be able to be Whho 030'adios Center Point to Center S 1 `1 ""
29. None Requested(Penetrations in the Wad Only for One HVAC Uold) 0 tl 'I
9. WYI Thickness:4' 1-Let 0
Alan. Ceraed099.09equipmentags,spdholdasal buidin9 • ' O
10. Concrete Sp1C0 He,,,:SOW PSI Light We H 1{d t. hndudtO D6alna.Chaps.Cables,apaado bans,shackles 901 0,1 - - ' -
11. Fire Ratkg Tao Noun EglhNalent 1-Lot 30' None Requested 0 limbed too sal ,fQT P.Ee;
12. Seen is Acceleration:Standard Design 50%91160 and ASCE7) 1-Lot Lighting 2. Tanspona0on of crane counter weights to End ran she - - 7 - I L L'aria •/47 5*
13. Buret Resietarca:UL752,Levu 4(30-06 at 15 Ft) 1-Lot 31. None Requested 0 3. Confined rigging crew to soup crane and dg budding - - -
Engineering-Shelter Cable Ladder 4. 000000000.0900000 - - - . ., ,`♦
5010104 00gln00ri g and dwwkgs will be povded for dl 11911,8 01 040 Budding Scope Of Wok The structural 32. Now Requested 0 5. Weekend Work and Night work - - - '1 ti
dawings wle be slemped bye pmfeasiond engineer regstered 148.001111000 povince of building Placement Grpensng 6. WeNote:Quoted rates are for Weekday work and dung daylight conditions - - - " ZE S4-1tom WS
O4kaetb 010,00000 style or povkca eppnovd as r0g010ed.As such,Oldcaet n reserver the right d amend Me 33. Now Requeatetl 0
pmpoaedScopeofWokd0000006ha codeermgda6Dnl�edtooMdnstateappord MUNICIPAL AIRPORT
LocaUmuniopd kwpe00as and approvals,I Juding site espectias,1400109 peraids,and 0001 09 approvals am Atidi6onai items wl' npricingg fix Crine service it an m9mals.Il is based on product weight and the pope,sizing 01 00,0000 e111000009 the crane Carl gel
working adiux of Ihe'cents,pdnr.
000 900404.cllded.Oldcastle hoot responsible for deletmining such kud aqunemerhle. 34. To Doom Kit:Equipment package with rs ancho &instructions 1
Exterior Finish 36. Dlawirgs:Cpmplete.0(0 011,6 stamped dawdngs(Ham Copy) 3 O.Offload,Set,Assemble,and Finish Crew-Optional
14. Finislwd Well Surface:Exposed 09009000 Fidd,0th titled sealer. 1-Let 36. Orarmgs:Complete set of PE Stamped drawings(Soft Copy) 1
15. Finished Rod:While 010010.1040 Coating 1-Lot Scope of Work Item Description
Rm e Etldbx`A'hbbeadnw pendnl.00060100Po000ne Oae,b,tleN011900lxrymee.
interior Finish..
16 Wdw Painted,Color.While 1-Let 1. OdcaWw.400.00.10 supervise 059109 and ofluaang
17. Ceilinn,Painted,Color White 1-Let 2. Oldga0Oe site one to complele Double Long:Complete idedar mechanical Connections.Clean,tes4 kwpeci haul of and
959 0.0 dwasle 00 debris ham finishing a building.
18. Fkm:Two Pan Epoxy With 5004151 Cove Base 1-Lot 3. Oldcastle site supervwor or protect manager will conduct o sile find kupecton with end user to obtain sign ot.
NEW AIRFIELD
Exhibit A Page 3 of 8 Proposal Accepted Exhibit A Page 4018 Proposal Accepted Exhibit A Page 5 of 8 Proposal Accepted LIGHTING VAULT
PRECAST BUILDING
INFORMATION
(SHEET 2 OF 2)
TTE N:
THIS DOCUt,ENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATON,ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON,INC.,
FOR USE BY THE INTENDED RECIPIENT,AND FORA SPECIFIC PURPOSE
HOOT THE E%PRESS WmrTEN CONSENTOF AVCON,INC.ANY
DIS ITR11 T011,REPRODUC11ON,OR OTHER USE OF THIS DCCUNENT,IN
WHOLE OR IN PART,w STRICTLY PRON.-
SCALE: GRAPHIC
REVISIONS:
NO. DATE BY DESCRIPTION
Al 8/21/15 RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
® REVISED iamb sHEEr SHEET NUMBER
B-102
i'�l .�tl ..�;L✓U Iva�..1�J`n,7J.'i .,;D�'.4 '_r _i C.+, ,++t 'M
' -- DRAWING NO. 41 OF 41
w D
NOTES:
1. THE DESIGN/BUILD/PERMIT ELECTRICAL VAULT
BUILDING WITH APPURTENANCES IS TO BE
COMPLETELY DESIGNED BY THE CONTRACTOR.
PROPOSED GABLE PEAK THE INTENT OF THIS PLAN IS TO PROVIDE
PERFORMANCE INFORMATION ONLY, IN
ADDITION TO THE OTHER PLANS IN THIS SET.
2. CONTRACTOR IS RESPONSIBLE FOR ALL
REVIEWING FEES, PERMITS, LICENCES,
PROFESSIONAL DRAWINGS. TESTING, SITE4MM
FEES, CODES.AND INSPECTIONS. CONTACT
THE LOCAL AUTHORITIES HAVING JURISDICTION
FOR MORE INFORMATION.
3. VAULT IS PAID FOR BY PAY ITEMS IN
SPECIFICATION L-109. �NGINEERs NERS1I/1
5555 GA" LT FL 3 J9
4. BASIS OF PRE-CAST VAULT BUILDING DESIGN
IS OLD—CASTLE PRE—CAST MODEL RCS1431.
CONTACT JEFF WARD, NATIONAL ACCOUNTS ♦ +p /
MANAGER. 470-345-3636. OR
jeff.wardOoldcastle.com, 27 AMLAIACK BLVD., E''.n• S1 '
NEWNAN, GA 30265. ALTERNATIVE BUILDING °'`Y fi`.•
MANUFACTURERS ARE ACCEPTABLE PROVIDED
THEY MEET INTENT AND DIMENSIONS • Jjj f
REQUIRED IN THE CONTRACT DOCUMENTS
AND THE CONTRACTOR SECURE SIGNED AND
SEALED PLANS AND CALCULATIONS PREPARED
UNDER THE SUPERVISION OF A QUALIFIED
ROOF FLORIDA LICENSED P.E.L1 _ 4Q/ -n T FIZ>•P.E.7
�IA ( No:Z#75*
EXTERIOR LIGHT ��i AL
�LII�
MUNICIPAL AIRPORT
EXTERIOR DOOR
OVERHANG
NEW AIRFIELD
LIGHTING VAULT
FOUNDATION AND
PRE-CAST FLOOR
CONNECTION AND DOOR HARDWARE WITH CYPHER LOCKING
FOUNDATION DE
TIE-DOWN DESIGN TO MEET REINFORCEMENTSIGNBY AND MECHANISM PRECAST BUILDING
LOCAL CODES
CONTRACTOR, TYP
NORTH WALL ELEVATION WEST WALL ELEVATION INFORMATION
SERVICE (SHEET I OF 2)
METER
SAFETY HVAC EXTERIOR LIGHT AnENnoN:
SWITCH PER THIS DOCUAENT CONTAINS PRMLEGED AND PROPRIETARY
CODES EXTERIOR DOOR INFORlMnON,ALL OF WHICH IS EXPRESSLY PROVIDED BY AVOON,INC.,
OVERHANG POR USE BY THE INTENDED RECIPIENT.AND FORA SPECIFIC PURPDSE
ON,INC.ANY
DI-EU ODUCTION,OR OTHER USE OF THIS DOCUAENT,IN TIU WHOLE OR IN PART,IS STRICTLY PROHIBITED
SCALE: GRAPHIC
REVISIONS:
ALL EXTERIOR CONCRETE SURFACES NO. DATE BY DESCRIPTION
SHALL BE COMPLETELY SEALED, 1 8/21/15 RJP ADDENDUM NO. 2
PRIMED. AND FINISHED WITH A
WHITE/OFF-WHITE EXTERIOR PAINT 11/11/15 W CONFORMED DOCUMENTS
SYSTEM SUITABLE FOR COASTAL
ENVIRONMENTS. 2 COATS OF
EMERGENCY PRIMER/SEALER AND 2 FINISH
DOOR HARDWARE COATS, WITH 1 COAT CLEAR, TYP.
WITH CYPHER FINAL COLOR TO BE SELECTED BY
LOCKING OWNER PRIOR TO CONSTRUCTION. CONSTRUCTION DOCUMENTS
MECHANISM AND ALL COATS TO BE COMPATIBLE WITH
PANIC BAR EACH OTHER AND BY THE SAME
PAINT SYSTEM MANUFACTURER. DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.IF
PRE-CAST BLDG DESIGN BY
CONTRACTOR, TYP. APPROVED BY: S.S.
OLD-CASTLE MODEL RCS1431
SOUTH WALL ELEVATION rMEaCHANICAL
WALL ELEVATION OR PRE-APPROVED EQUAL / DATE: TBD
SOIL COMPACTION PER ACCEPTED EQUIVALENT
P-152 NOTES AND STRUCTURAL ONDENSING
AVCON PROJECT NO. 2014.017.01
DRAWING 5001, D. REF
TYP' MECHANICAL DRAWINGS.
0 2' 4' 8'
SHEET NUMBER
GRAPHIC SCALE IN FEET
B-101
DRAWING NO. 40 OF 41
41,
SUB FLOOR 6" DIA. STEEL PIPE
FILLED WITH
6'X4' SLAB AT CONCRETE
DOOR LOCATIONS
36` MIN. AVCON,INC.
SLOPE 1/4` PER FOOT ENGINEERS&PLANNERS
AWAY FROM SHELTER 5555 E.NUcwG:(407)SUITE 21.F ARL.A DO FL 32222-2779
2` OEFTCE:I407)5991122-P.4 (4 )S I33
6` GENERATOR CORP(1RAlE CEROTHCATE OF AUTNOR1ZAOION NUI,.mER:5057
TOP OF FOUNDATION
;K J
FW NDAIION
FINISHED GRADE BUILD UP AREA UNDER STOOP WITH GRAVELPREFORMED EXPANSION JOINT MATERIAL LUCA DELVERME,P.E.
NDATION FLORIDA LICENSE No.63055
1. BOLLARDS SHALL BE
SPACED NOT MORE
THAN 4' O.C.
VAULT BUILDING STOOP DETAIL 2. BOLLARDS SHALL BE LOCATED NOT LESS �,i �t
l��kl l tI$
N.T.S. CONCRETE FOOTER 36" MIN. THAN 3' FROM THE
GENERATOR.
EH '-
DESIGN LOADS MATERIALS:
1. THE STRUCTURAL SLAB HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA CONCRETE
BUILDING CODE, 2014 EDITION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
TOP OF CONCRETE SLAB SHALL RECEIVE A BROOM FINISH. 1-
2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: 15"
REINFORCING STEEL
A. NIXON POWER SYSTEMS GENERATOR MODEL 600REOZMB:* ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 AND SHALL RECEIVE A MIN. DIA.
i MINIMUM CONCRETE COVER OF 3 INCHES.
DEAD LOAD: ELD
GENERATOR WEIGHT = 6,785 lbs. CHEMICAL ADHESIVE ANCHORS GENERATOR BOLLARD DETAIL LIGHTING VAULT
ENCLOSURE WEIGHT = 7,988 lbs. -•"
1. SHALL BE AN EQUAL TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS HILT] N.T.S.
LIVE LOAD: HIT RE500 ADHESIVE SYSTEM, SIMPSON'S SET ADHESIVE SYSTEM, OR ENGINEER APPROVED
SUBSTITUTION.
STRUCTURAL
WET FUEL TANK WEIGHT = 6,227 lbs.
* CONTRACTOR SHALL VERIFY THAT THE DESIGN LOADS FOR THE APPROVED UNITS ARE 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
AS SHOWN ABOVE AND REPORT ANY DISCREPANCY IN WEIGHT TO THE ENGINEER 3. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS. DETAILS AND NOTES
PRIOR TO INSTALLING THE FOUNDATION.
4. SEE APPROVED GENERATOR SHOP DRAWINGS FOR NUMBER AND LOCATION OF FRAMING (SHEET 2 OF 2)
WIND: (PER SECTION 6.5.13 OF THE ON. 7-02) BOLTS/HOLD-DOWNS. FOUNDATION PLAN NOTES:
150 MPH REGION
CATEGORY IV NEOPRENE ISOLATION PAD
IMPORTANCE FACTOR III THIS DOCu ATTENTION:
1/4"THICK ELASTOMERIC PAD IN SQUARE OR RECTANGULAR SHAPE (THICKNESS AS Q7 CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH APPROVED MANUFACTURER'S DRAWINGS NENT CANTAINSPRMLEOEDANOPROPRIE5ARY
DESIGN WINDRE B REQUIRED) PLACED UNDER THE BASE FRAME AT EACH OF THE PRE—DRILLED ISOLATOR AND EXISTING SITE. REPORT ANY DISCREPANCY TO THE ENGINEER IN WRITING FOR IPER USE BYNTHELNTENDEID RECIPIENT,AND FOR A SPECFIC PURPOSE.
DESIGN LOAD = 41.7 psf CLARIFICATION PRIOR TO START OF CONSTRUCTION.
MOUNTING HOLES. ♦ WIBUTIO,EPRODUSION,OR THERUTOF THIS INC.ANY
♦DISTRIBUTION,REPRODUCTION,OR DINER USEOF THIS DDCUNENT,IN
O SLAB-ON-GRADE/PAD CONSTRUCTION: 12"THICK REINFORCED CONCRETE SLAB WITH #6 ♦♦ WHOLE OR IN PART,IS STRICTLY PROHIBITED
BARS 0 12`O.C., EACH WAY, TOP AND BOTTOM ON COMPACTED SUBGRADE. COORDINATE �♦
SLAB OMITS, LOCATION, AND ORIENTATION WITH ELECTRICAL DRAWINGS AND WITH APPROVED ,•• SCALE: GRAPHIC
GENERATOR MANUFACTURER/SUPPLIER SHOP DRAWINGS.
REVISIONS:
O PROVIDE CORNER BARS WHERE ALL TURNDOWN SLAB EDGES CHANGE DIRECTION. NO. DATE BY DESCRIPTION
SLAB ON GRADE: SEE PLAN 34 CHAMFER AT ALL CONCRETE SIDEWALK, SEE CML AND
FOR TYPICAL INFORMATION. EXPOSED EDGES ELECTRICAL DRAWINGS ®DRILL AND EPDXY HILTI RE 500 ADHESIVE ANCHORS USIING (4)-}`P STAINLESS STEEL (HAS) 1 8 21/15 RJP ADDENDUM NO. 2
PROVIDE HOOK FOR ALL EXIST. GRADE ROD WITH A MINIMUM 6" EMBEDMENT AT EACH GENERATOR HOLD-DOWN CUP ANGLE. 11 11
TOP BARS (TYP.) Sr ANCHOR, CONTRACTORaMAYSUSES TTHE GENERATOR MANUFACTURER'SEEL DOUBLE NUTS AND WASHER. IRECOMMEN ED PROVIDE MATCHING N UEU OF THE ADHESIVE / /15 W CONFORMED DOCUMENTS
EL. SEE PLAN HOLD-DOWN FASTENER. COORDINATE SIZE, NUMBER, AND LOCATION OF HOLD-DOWN CLIP
- T/SLAB ANGLES WITH APPROVED GENERATOR MANUFACTURER/SUPPLIER SHOP DRAWINGS.
� SLAB
NEOPRENE ISOLATION PAD: PROVIDE 3"WIDE (OR CHANNEL WIDTH WHICHEVER IS
LARGER) BY FULL LENGTH OF APPROVED GENERATOR SUB-BASE FRAME BY 1"THICK CONSTRUCTION DOCUMENTS
COMPACTED NEOPRENE SANDWICH PAD BETWEEN CONCRETE SLAB AND GENERATOR FRAME.
SUBGRADE DESIGNED BY: LDV
OUT TO OUT DIMENSION OF GENERATOR UNIT ENCLOSURE+4"EACH SIDE DRAWN BY: RJP
CHECKED BY: LDV
TYPICAL GENERATOR SLAB APPROVED BY: B.S.
N.T.S. SPECIAL NOTE TO CONTRACTOR: DATE: Teo
ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT AVCON PROJECT NO. 2014.017.01
LIMITED TO: CONDUIT, CONDUCTORS, AUTOMATIC TRANSFER SWITCH ii
AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE #1. SHEET NUMBER
S-002
ul, _ w�L..�: 6771 a_ ,rn s.2 x,I;[tV1dr21≥02'SIJ62.dw; 1/77/201`: 1:2::24 hu DRAWING NO. 39 OF 41
SLAB TO FOUNDATION CONNECTION
PLATE (TYP. (2) 0 CORNERS).
PERFORMANCE FOUNDATION PLAN NOTES: CONCRETE AND REINFORCING STEEL SEE ELECTRICAL PLANS /,ct
1. STRUCTURAL CONCRETE MIX DESIGNS SHALL BE AN APPROVED COMMERCIAL MIX OF PLASTIC -
_ _ COORDINATE AND WORKABLE CONSISTENCY AT TIME OF PLACEMENT CONFORMING TO THE MINIMUM "
EXACT COLUMNLOCATION. EXACTDANCHOR NBOLT LOCATION,ERAL MEMBER QUAOR TO NTITIES AND REQUIREMENTS AS FOLLOWS:
LAYOUT WITH PRE-ENGINEERED PRE-CAST BUILDING MANUFACTURER/SUPPLIER'S LOCATION MINIMUM 28-DAY STRENGTH (PSI)
APPROVED SHOP DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH AIRFIELD
PROPOSED LIGHTING VAULT DRAWINGS, PRECAST BUILDING SPECIFICATION L-109S-034100. FOUNDATIONS AND PADS 4,000
AND THE APPROVED SHOP DRAWINGS. REPORT ANY DISCREPANCY TO THE ENGINEER OF
RECORD IN WRITING FOR CLARIFICATION PRIOR TO START OF CONSTRUCTION. REFER TO ` r---------------------� r----------------------
GENERAL NOTES FOR MORE INFORMATION. 2. ALL CORNERS AND EDGES OF PERMANENTLY EXPOSED CONCRETE SHALL BE J" CHAMFER,
UNO. ' PRE-FABRICATED i I
==.c-#STEEL CONNECTION. _ ___
3. TREATED WALL AND SLAB SURFACE WITH A CLEAR NON-FLAMMABLE PENETRATING SILANE REFER TO
SEALER. PREPARE CONCRETE SURFACES AND APPLY SEALER IN ACCORDANCE WITH THE I MANE'S/SUPPLIER'S MANUFACTURER'S INSTRUCTIONS. SLAB TO FOUNDATION APPROVED SHOP
DRAWINGS (TYP.
CONNECTION PLATE (TYP.0 COIL LOOPS). CORNERS) o AVCON,INC.
so!
f I ENGINEERS&PLANNERS
PRE—FABRICATED STEEL 5 ssssLSSLrnOAN sr,s[JITF mN-oRLANDo,FL3zau-uo
DA FOUNTIONS WITHOUT GEOTECHNICAL SUBSURFACE REPORT CONNECTION, REFER TO a oFFICE:(PC EE OF AEFAXHOOs99-P
CORPoRAILFICE:(CATFOF A[PFAX:(ZATION NLT43ER:505]
MANE'S/SUPPLIER'S
GENERAL 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF APPROVED SHOP I I i .4
ON COMPACTED ALL BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE DRAWINGS (TYP. 0 COILI
1. ALL STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE MINIMUM STANDARDS AND VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS in LOOPS) L '
t^"`
REGULATIONS AS PER LOCAL JURISDICTION, AND SEALED AND SIGNED PROJECT CONTRACT PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS I I H
DOCUMENTS AND LATEST ADDENDA. CONTRACT DOCUMENTS DO NOT INCLUDE SHOP AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS.
DRAWINGS AND OTHER UNSEALED SUBMITTAL DOCUMENTS PREPARED AND SUBMITTED BY ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE 0
THE CONTRACTOR. FOUNDATION CONSTRUCTION BEGINS. I I c ; (//
2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS 2. LOCATE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA PRIOR TO EXCAVATION AND I = d I- LUCA 3f7(//
j E b�
AND ARCHITECTURAL" MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. REFER TO AVOID DAMAGE TO THEM. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY AND ALL = DELVRME,P.E.
THESE DRAWINGS FOR DIMENSIONS, EMBEDDED ITEMS, AND OTHER DETAILS NOT SHOWN ON DAMAGED UTILITIES CAUSED IN CONSTRUCTION TO THE SATISFACTION OF THE LOCAL BUILDING I I I
w I FLORIDA LICENSE No.63055
STRUCTURAL DRAWINGS. THE GENERAL CONTRACTOR SHALL REVIEW AND COMPARE ALL OFFICIALS AND/OR OWNER. w = I ! I
DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN AND WITHIN EACH SET OF DRAWINGS
TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD IN WRITING PRIOR TO SECURING U) I
MATERIALS, FABRICATING. OR PROCEEDING WITH THE INSTALLATION OF THE AFFECTED PART PRE-CAST - -
I SHELTER WALL
OF THE WORK. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN UNLESS OTHERWISE I I -
STATED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. POST-INSTALLED CONCRETE ADHESIVE ANCHORS I ( ) LS-
3.
SUBSTITUTIONS IN PRODUCTS, MATERIALS, EQUIPMENT. AND INSTRUCTIONS WITHIN THE
1. POST-INSTALLED CONCRETE ANCHORS SHALL BE ADHESIVE ANCHORS ONLY. THE ANCHOR I I I �t 1� tl VORT
CONTRACT DOCUMENTS FOR ANY REASON SHALL BE APPROVED BY THE ENGINEER PRIOR TO TYPES AND CONDITIONS LISTED BELOW ARE THE DESIGN AND DETAILING BASIS OF ALL I I I •E••••PP.• !-
SECURING MATERIALS AND COMMENCING WITH INSTALLATION. THE CONTRACTOR SHALL SUBMIT POST-INSTALLED ANCHORAGE IN THE CONTRACT DOCUMENTS: I ♦ ••� ,-.�• ��.
REQUEST FOR SUBSTITUTION IN WRITING IMMEDIATELY UPON DISCOVERY OF NEED AND 15 COIL LOOP
DAYS PRIOR TO INITIAL LEAD TIME DATE. THE SIGNED AND DATED SUBSTITUTION REQUEST 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY BY PRE-CAST iii I o • - -
SHALL INCLUDE, BUT NOT LIMITED TO INCLUDE, IDENTIFIED MATERIAL OR INSTRUCTION WITH HILT]. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY MANE. (TYP.) I EL - 0'-6' REF. Q, c
REFERENCE TO SPECIFICATIONS AND DRAWINGS, STATEMENT OF REASONS FOR THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE I = i T/GRADE BEAM U3
SUBSTITUTIONS AND CHANGES TO CONTRACT COST AND SCHEDULE. MANUFACTURER'S CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE -_- _ __
J +
TECHNICAL PRODUCT DATA SHEETS AND TEST REPORTS, STATEMENT OF COMPLIANCE WITH PERFORMANCE VALUES OF THE SPECIFIED PRODUCT LISTED ABOVE FOR EACH OF THE SPECIFIC o - r
THE FLORIDA BUILDING CODE. AND STATEMENT OF COMPATIBILITY WITH OTHER PORTIONS OF CONNECTIONS DETAILED IN THE PLANS. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN I I
WORK. ICC-ES AC58, ICC-ES AC60, AND/OR ICC-ES AC308 SHOWING COMPLIANCE WITH THE RELEVANT
BUILDING CODE FOR LOAD RESISTANCE. INSTALLATION CATEGORY, AND AVAILABILITY OF `---------------------U �'-"""'-" -""-"-�
4. THE CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS AT THE SITE FOR THE OWNER
COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER
CONSISTING OF ONE COLLECTIVE COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, CREEP IN-SERVICE TEMPERATURE, AND INSTALLATION TEMPERATURE •••�I`ll�r +�► 1'
APPROVED SHOP OR SETTING D AND RAWINGS, CHANGE ORDERS AND OTHER MODIFICATIONS IN , . I `♦,.,
GOOD ORDER MARKED TO RECORD ALL CHANGES AS THEY OCCUR DURING , •• •�
3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS,AS INCLUDED IN THE ANCHOR •" • •
CONSTRUCTION. THESE SHALL BE AVAILABLE TO THE ENGINEER, THE OWNER/OWNER PACKAGING.
AUTHORIZED REPRESENTATIVE, AND THE PROJECT INSPECTOR. THE DRAWINGS SHALL BE I `Y
NEATLY AND CLEARLY MARKED IN COLOR DURING CONSTRUCTION TO RECORD ALL Jl
VARIATIONS MADE DURING CONSTRUCTION. THE REPRESENTATION OF SUCH VARIATIONS SHALL 1-0 ♦{�I �jU `1ELD
INCLUDE SUCH SUPPLEMENTARY NOTES, SYMBOLS, LEGENDS. AND DETAILS AS MAY BE T'iP• l
LIGHTING VAULT NECESSARY TO CLEARLY SHOW THE AS-BUILT CONSTRUCTION. UPON COMPLETION OF THE
WORK AND PRIOR TO THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER TO THE SUBMITTALS 1 FOUNDATION PLAN
ENGINEER, FOR PREPARATION OF THE RECORD DRAWINGS, ONE COMPLETE SET OF AS-BUILT 1. THE GENERAL CONTRACTOR SUBMITTALS FOR ENGINEER REVIEW
DRAWINGS. S001 S001 SCALE: NTS
ARE AS FOLLOWS:
PRE-ENGINEERED PRE-CAST BUILDING(#) STRUCTURAL
REINFORCING ADHESIVE ANCHORS (#) DETAILS AND NOTES
DESIGN LOADS CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL FLOORS PRE-CAST
CONCRETE REPAIR, CURING, AND SEALER PRODUCTS SHELTER WALL (SHEET I OF 2)
1. THE DESIGN AND WORK SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING . STEEL CONNECTIONS PRE-CAST
2. ITEMS MARKED () SHALL REQUIRE SUBMITTAL OF SHOP BY PRE-CAST MANE. SHELTER WALL
CODE. DRAWINGS PREPARED UNDER THE DIRECT SUPERVISION AND STEEL CONNECTIONS
(U.N.O.) BY PRE—CAST MANE.SIGNED AND SEALED BY A PROFESSIONAL DELEGATED ENGINEER 3" 3" ATTENTION:
REGISTERED IN THE STATE OF FLORIDA FOR ENGINEER OF PRE—CAST SHELTER ThisN,AL EN-CHI IS EXPRELEGEOANUPROPRIETARY
2. THE FOLLOWING SUPERIMPOSED LOADS HAVE BEEN UTILIZED AS PER THE ASCE 7-10: FLOOR SLAB g (U.N.O.) NFORM1NNOT EINTE WHICNIS EXPRESSLY FOR OEO IFIC PUN,INC.,
RECORD'S REVIEW. FOR ITEMS MARKED (»), GENERIC PRODUCTS x5 x8 8"x5`x8" FORNSEBY THEINTERESS RECIPIENCONSENT F SPEN,INURPOSE.
WILL NOT BE ACCEPTED. ITEMS MARKED (U SHALL REQUIRE STEEL COIL LOOP, SEE SEEP STEEL PLATE PRE-CAST SHELTEL�SEE PLAN TRHOVON,EEXPRESTION,OR OTHER ENT OF THIS D INC.ANY
LIVE LOADS: SUBMITTAL OF SHOP DRAWINGS AND CALCULATIONS PREPARED SLP�EI-A PLAN T/SUB Pl Tom- DISTRIEUTIONsOLEo OCPON,OR OTNER 050 OF THIS OOCON5NT,IN
-� �} FLOOR SLAB J T SLAB RINPART,ISSTRICTLYPROHIBREO
UNDER THE DIRECT SUPERVISION AND SIGNED AND SEALED BY A T E-CAST SLAB T/PRE-CAST SLAB
ROOF 20 PSF PROFESSIONAL DELEGATED ENGINEER REGISTERED IN THE STATE �SEE PLAN SEE PUN SCALE: GRAPHIC
MECHANICAL ROOMS 125 PSF OF FLORIDA FOR ENGINEER OF RECORD'S REVIEW. ENGINEER OF TY /FOOLING TY /FOOTING
RECORD REVIEW OF SUBMITTALS MARKED (*_ AND (#) WILL NOTCHAMFER AT TOP OF CHAMFER AT TOP OF REVISIONS:
DEAD LOADS: BEGIN UNTIL THE SUBMITTAL IS SIGNED AND SEALED BY THE GRADE BEAM (ALL 3" GRADE BEAM (ALL NO. DATE BY DESCRIPTION
PROFESSIONAL DELEGATED. iI AROUND) I AROUND)
3. FURNISH ONE COPY OF SUBMITTALS TO AVCON, INC. FOR l"x6"SO. GRADE BEAM: GB1.5. 8"x6" SQ. t GRADE BEAM: 681.5, 1 8/21/15 RJP ADDENDUM NO. 2
M/E/P 10 PSF EMBEDDED PROVIDE CONT. (3)-#6 EMBEDDED PROVIDE CON.. (3)-#6 11/11/15 UV CONFORMED DOCUMENTS
RECORD PURPOSES. (TOP PLATE W/
BARS (TOP & BOTTOM)
CEILING 5 PSF PLATE W/ BARS & BOTTOM) I_I
MECHANICAL/ELECTRICAL 4. SUBMITTALS SHALL CLEARLY IDENTIFY THE PROJECT NAME, (�-"0 x 5" 3" CLR. AND #3 STIRRUPS SPACED {1)-`0 x 5" 3"CLR. AND #3 STIRRUPS SPACED
SLAB-MOUNTED UNITS 250 PSF SPECIFIC PRODUCT UTILIZED,APPLICABLE CODES, DESIGN LONG HEADED v 0 T'-6" O.C. (MAX.). LONG HEADED o 0 _
CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR STUD PROVIDE MATCHING STUD M 2-O" PROVIDE MATCHING(MAX.).
SEE PLAN FOR ADDITIONAL CONCENTRATED ROOF OR SLAB LOADS. CONTRACTOR TO FIELD PROPER FABRICATION AND INSTALLATION. HAND-WRITTEN CORNER BARS WITH 2'-0"
# COMMENTS AND/OR MARKINGS ON THE SUBMITTALS BY THE COMPACTED LONG LEGS. SEE PLAN COMPACTED CORNER BARS WITH 2'-0" CONSTRUCTION DOCUMENTS
VERIFY WEIGHT OF MECHANICAL UNITS SHOWN ABOVE AND REPORT DISCREPANCY IN WRITING CONTRACTOR SHALL BE MADE USING A GREEN COLOR PEN AND SUBGRADE (TYP.) FOR LAYOUT (TYP.) FSUBGRADE (TYP.) LOORRGLA LAYOUT
S PLAN
TO ENGINEER OF RECORD PRIOR TO INSTALLATION. THE ENGINEER/ARCHITECT SHALL UTILIZE ABEL COLOR PEN. DESIGNED BY: LDV
5.WIND LOAD CRITERIA: BUILDING PEROR IS MITS WITHPONSIBLE LLOCAL ANDOR OTHERRDINATING APPLICABLEL 2 ANCHOR @ COIL LOOP 3 ANCHOR @ CORNERS DRAWN BY: RJP
JURISDICTIONS. SOOT S001 SCALE: NTS S001 S001 SCALE: NTS CHECKED BY: LDV
BASIC WIND SPEED (V) 150 MPH
OCCUPANCY CATEGORY III APPROVED BY: S.S.
EXPOSURE CATEGORY B THE PLAN AND DETAILS SHOWN HEREIN ARE BASED ON OLD
GUST EFFECT FACTOR (G) 0.85 CASTLE PRECAST BUILDINGS. ALTERNATIVE BUILDING DATE: TBD
WIND DIRECTIONALITY FACTOR (Kd) 0.85 (WITH USE OF ASCE 7 LOAD COMB. 2.3 & 2.4) MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY MEET INTENT
INTERNAL PRESSURE COEFF. (GCpi) +/- 0.18 AND DIMENSIONS REQUIRED IN THE CONTRACT DOCUMENTS AND AVCON PROJECT NO. 2014.017.01
THE CONTRACTOR SECURE SIGNED AND SEALED PLANS AND
CALCULATIONS PREPARED UNDER THE SUPERVISION OF A
LICENSED STRUCTURAL ENGINEER FOR REVIEW. SHEET NUMBER
S-001
DRAWING NO. 38 OF 41
u m
TO CONDENSATE Q1
TERMINATION POINT CONCRETE MARKER
AS SHOWN ON PLANS CONCRETE COVER W/ COVER WITH SOD ONLY DO NOT DESIGNATION AC-1
REINF. RODS COVER UNTIL AFTER INSPECTION
FINISHED GRADE LIFTING RING
UNION MAINTAIN SERVICE ELECTRIC VAULT • ,
/SERVICING ,I;,_ _
ACCESS -
4„ o �,I!g CFM 1700
SCREW MIN. 4" OR DEPTH = OUTSIDE AIR CFM (MAX./MIN.
PLUG REQUIRED FOR ��
PR PER SLOPE. 4R
EST. EXTERNAL S.P. ("W.G.) .25
UNIT TYPE: SEE PLANS FOR / MIN. FAN H.P. 0.75
DRAW THRU CONDENSATE
DRAIN PIPE 4 a —24" DIAMETER CONCRETE PIPE ee •����e�t ��H`1S+,���,�Rye.rr • ®®
SIZE & LOCATION. 5555F_ AGAN51 liC2d w 3za��g9
FIT �j'--3 FAx ITy \`-
� iE CERy,�ygTar aC AilTFiO •LR.YO�]
GgoUCOOLING DATA
AT 1N�� t2" CRUSHED ROCK OR SENSIBLE MBH 38.5 v T
• � Y
�--24" -� TOTAL MBH 53.9 "••!��
QDIMENSION TO BE 1" GREATER 12" ,,. �'° � •�' <C/ ee
THAN SUCTION PRESSURE OF _e EAT ('F D.B./W.B.) 80/67 MP�ts�� R,P` � ®®®
UNIT (IN. W.G.) LAT ('F D.B./W.6.) 58/57 i' r.*-, CE I____
®DIMENSION TO BE 1/2 TOTAL AMBIENT AIR TEMP.(DB/WB) 95
PRESSURE OF UNIT (IN. W.G.)
�1 CONDENSATE DRAIN FRENCH DRAIN DETAIL REFRIGERANT R-410A ZEPHYRHILLS
\ 1NOT TO SCALE "�NOT TO SCALE MUNICIPAL AIRPORT
HEATING DATA
EAT/LAT('F D.B.) -
KW 5
DIFFUSERS, REGISTERS AND GRILLES SCHEDULE
MARK TYPE MAX. INC MAX PD SIZE INCHES MATERIAL FINISH MANUFACTURER EQUIPMENT SPECIFICATION
LEVEL (IN. WG.) (Face/Neck) MODEL NUMBER REMARKS
SIDEWALL SUPPLY GRILLE 22 0.064 SEE PLAN ALUM. WHITE 71TUS 272FS PROVIDE O.B.D. MANUFACTURER BARD NEW AIRFIELD
LIGHTING VAULT
SIDEWALL RETURN GRILLE 25 0.072 SEE PLAN ALUM. WHITE TITUS 3FS PROVIDE O.B.D. MODEL NO. WA5S3-CO6
NOTES: NOTES:
1. ALL HVAC DUCTWORK, AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE
ACOUSTICAL TILE CEILING. 1. REFERENCE ELECT. DRAWINGS FOR ELECT. CHARACTERISTICS. MECHANICAL
2. CEILING GRILLES TO BE PROVIDED MATH BORDER FOR SURFACE MOUNTING. 2. ESTIMATED EXTERNAL STATIC PRESSURE INCLUDES LOSSES THROUGH DUCTWORK, AIR DEVICES, SOUND ATTENUATORS, SCHEDULES AND
3. PROVIDE FACTORY SUPPLIED INSULATION AT DIFFUSER BACKPAN. ETC. AND .25' W.G. FOR DIRTY FILTERS. DETAILS
4. ANY AIR DEVICE IN ROOM WITH CEILING THAT IS COLOR OTHER THAN WHITE SHALL HAVE FINISH APPROVED BY ARCHITECT/ENGINEER. 3. LEAVING AIR TEMPERATURE IS CONDITION OF SUPPLY AIR LEAVING COIL BEFORE FAN HEAT PICKUP.
4. PROVIDE BARD PROGRAMMABLE THERMOSTAT. PROVIDE SUPPLY GRILLE AND RETURN
FOR EACH UNIT. PROVIDE COASTAL COATING ON UNIT COILS AND UNIT CASING. ATTENITON:
5. ALL UNITS SHALL BE SINGLE POINT CONNECTION. BIFORNATI0N ALL OF iCH19Ear"REs`sLYPno�oEDBYA AL"oN,INL-
6. ALL UNITS SHALL BE BELT DRIVE. FOR OBE BY HE EXPRESS RRITTENCONSENT OF BPEL,INC.RPOBE.
WITHOUT THEE%PRESS ION,ORN CONSENT OF THIS D INC.ANY
DISTRIBUTION,NEP0.0DULTION,OR OTHER USE OF THIS OOLUM1ENT,IN
6. UNIT SHALL BE FURNISHED WITH INTEGRAL ELECTRICAL DISCONNECT SWITCH. WHOLE OR IN PART,IB BTWLTLY PROHIBITED
SCALE: GRAPHIC
REVISIONS:
03 NO. DATE BY DESCRIPTION
PACKAGED SIDEWALL AIR CONDITIONER
t 8/21/15 I RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
CONSTRUCTION DOCUMENTS
DESIGNED BY: Z.P.
DRAWN BY: R.J.P.
CHECKED BY: Z.P.
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
M-301
V.A2614\.^14.31701 217E V-1t NAVAIO?--;,\2614.011'0 ,.43„iA q r= 252 PFA
DRAWING NO. 37 OF 41
North
GRAPHIC SCALE IN FEET
MECHANICAL KEY NOTES '`� iiJ
PACKAGED WALL MOUNT AIR CONDITIONER. MOUNT
UNIT SUCH THAT BOTTOM OF UNIT IS A MINIMUM Sssse�acl�cc�Atgsr.AssW�e� �.aze Y
OF 12"ABOVE FINISHED GRADE. �� DPn A caoT 1 _ n 5a
ORPORAni C{nncA mmY�e:
2O PROVIDE FRENCH DRAIN FOR CONDENSATE " PJ
' a
DISPOSAL, REFERENCE DETAIL 02/M401.
a �� — ' — 1 --� ._.. i — — y • �f ,EI PPER.PeL.
—try
hhiIIHfltt
� IC� L EIfSrE No,
_ I
- 4 ZEPHYRHILLS
•+ MUNICIPAL AIRPORT
M-201 A 22XS(SUPPLY)TYP OF 3
a
/ --- ® 8(RETURN ✓
i"CD AC-1 I NEW AIRFIELD
A PROPOSED MECHANICAL FLOOR PLAN LIGHTING VAULT
M-201 SCALE: 1/4" = 1'-0"
MECHANICAL
X U"v
FLOOR PLAN
r � ,
SA_DUCT 30X10 -_-- - -_-- _._ -..._ '
7'-8 1/2"ABOVE SA GRILLE 22X6 -------
FLOOR .-. 1_.i INFORM1WPON`ALLL OFWHCHII.-ESELYPROVDOED08YIAVCON,INC,
FINISHED TYP OF 3
t1i' 1- ^ ( •-{ i_ • { { { !{ --. �_ { I { . l - �%) ( i ( �`"•+ �/� FOR USE BY THE IN TENDED RECIPIENT AND FOR A SPECIFIC PURPOSE
I t i
�� - - -- + DISMHOUT THE E%PRESS WRITTEN CONSENT OF AVCON,INC.ANY
{ TRIBUTION EPRODUCTION,OROTHERUSEOFTNISD000I.ffNT,IN
nruF
CONNLCI T�.41ER {_n,U.; 3tt SCALE: GRAPHIC
RA GRILLE 30X18 {
FLUSH WITH WALL j REVISIONS:
NO. DATE BY DESCRIPTION
® + ------- ^ 8/21/15 ADDENDUM NO. 2
UV*. _ •-�.� = - 11/11/15 W CONFORMED DOCUMENTS
I
UPC, C}1 t
CONSTRUCTION DOCUMENTS
t_ ( DESIGNED BY: Z.P.
Ii '• I' DRAWN BY: R.J.P.
CHECKED BY: Z.P.
APPROVED BY: S.S.
-
�,, B PROPOSED VAULT SOUTH WALL ELEVATION DATE: TBD
E-204 SCALE: 1" = 2'
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
M-201
= V.•y261a\ :W7;71 — ?PN V-1t&Wit i,Jersio\201 ii2114 — i'x1G6`t940 J }?G1.dw .iJtif?'u` .n§P;-'kl
DRAWING NO. 36 OF 41
I
MECHANICAL GENERAL NOTES: MECHANICAL SPECIFICATIONS: ,
1. ALL WORK AND EQUIPMENT SHALL MEET THE 1. SHEET METAL DUCTWORK: 6. FLEXIBLE CONNECTIONS: 13. BALANCING - ADJUSTING AND TEST:
REQUIREMENT OF THE MOST RECENTLY
REVISED VERSION OF ALL APPLICABLE LAWS. A. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL A. PROVIDE FLEXIBLE DUCT CONNECTION AT THE DISCHARGE SIDE OF ALL AIR A. BALANCING OF SYSTEM - GENERAL
RULES. REGULATION, AND ORDINANCES OF LOCK-FORMING QUALITY CONSTRUCTED AS FOLLOWS: HANDLERS AND FANS. FLEXIBLE CONNECTORS SHALL BE MADE OF VINYL 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIAL. EQUIPMENT &
FEDERAL, STATE, AND LOCAL AUTHORITIES, 1. CONSTANT VOLUME SYSTEMS STATIC PRESSURE RATING: 2" COVERED GLASS FIBER MATERIAL. CONNECTORS SHALL BE NOT LESS THAN 6" SERVICES NECESSARY FOR TESTING AND REBALANCING THE AIR AND WATER
WHETHER INDICATED ON THE DRAWINGS OR LONG OR MORE THAN 10" LONG. CONDITIONING SYSTEMS. THE CONTRACTOR SHALL BE A MEMBER OF EITHER
NOT. B. SUPPLY AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE ASSOCIATED AIR BALANCE COUNSEL (AABC), OR NATIONAL ENVIRONMENTAL
WITH LATEST EDITIONS OF ASHRAE AND SMACNA DUCT STANDARD. INSIDE 7. CLEANING DUCT AND EQUIPMENT: BALANCING BUREAU (NEBB) AND PROCEDURES SHALL BE IN ACCORDANCE
2. ADHERE TO THE DRAWINGS WHEN RADIUS OF ALL CURVES AND BENDS SHALL NOT BE LESS THAN THE WIDTH OF WITH THOSE PUBLISHED BY THE ASSOCIATED AIR BALANCE COUNCIL (AABC)
REQUIREMENTS ARE STRICTER THAN CODE DUCTS IN PLANE OF BEND. BELOW THIS RADIUS, SQUARE ELBOWS SHALL BE A. THOROUGHLY CLEAN ALL DUCTWORK OF ALL FOREIGN SUBSTANCES, INSIDE AND NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB).
REQUIREMENTS AND ARE PERMITTED UNDER USED. AND OUT, BEFORE BEING TESTED OR OPERATED. 2. SUBMIT NAME OF TEST AND BALANCE AGENCY WITHIN 15 DAYS AFTER
THE CODE. 1. THE FOLLOWING MINIMUM CONSTRUCTION MUST BE PROVIDED. NO RECEIPT OF CONTRACT APPROVAL FOR APROVAL BY THE ENGINEER.
EXCEPTIONS TO THE FOLLOWING WILL BE GRANTED. B. IF PART OF A SYSTEM SHOULD BE STOPPED BY FOREIGN MATTER AFTER 3. BALANCING RESULT SHALL BE GUARANTEED FOR 90 DAYS. BALANCING
3. REPORT ANY ALTERATION TO AND/OR a. LONGITUDINAL SEAMS SHALL BE PITTSBURGH OR SNAPLOCK SEAM WITH BEING PLACED IN OPERATION, THAT PART SHALL BE DISCONNECTED, CLEANED, CONTRACTOR SHALL BE SUBJECT TO RECALL TO THE SITE TO VERIFY
DEVIATIONS FROM THE DRAWINGS AS SEALANT. AND RECONNECTED WHEREVER NECESSARY TO LOCATE AND REMOVE RESULTS BEFORE APPROVAL OF BALANCING REPORT BY OWNER.
REQUIRED BY THE ABOVE AUTHORITIES TO b. DUCT JOINTS UP TO 18" SHALL BE DRIVE SUP; OVER 18"SHALL BE OBSTRUCTION. ANY WORK DAMAGED IN THE COURSE OF REMOVING CONTRACTOR SHALL SUBMIT CERTIFICATION WITH BALANCE REPORT. Ei eQ/y
THE ENGINEER AND SECURE HIS APPROVAL STANDINGS SUP, STANDING SEAM POINT OR POCKET LOCK ALL WITH OBSTRUCTION SHALL BE REPAIRED OR REPLACED WHEN THE SYSTEM IS CONTRACTOR RECALL TO SITE SHALL BE AT NO ADDITIONAL COST TO
BEFORE STARTING ALTERATIONS. SEALANT. RECONNECTED. AT NO ADDITONAL COST TO THE OWNER. OWNER.
c. SHEET METAL TRANSITIONS SHALL BE MADE WITH SLOPES NOT EXCEEDING
4. THE CONTRACTOR SHALL REQUEST ONE (1) TO SEVEN (7). INSIDE RADIUS OF ALL CURVES AND BENDS C. DURING THE COURSE OF CONSTRUCTION. ALL DUCTS SHALL BE CAPPED IN AN B. FINAL REPORT: sssse.ycwcn Br.,i 2a0.o F?0282 79
$OFFI ( 599-L1 (�9Y 3a
SUPPLEMENTARY INSTRUCTIONS FROM THE SHALL NOT BE LESS THAN THE WIDTH OF DUCTS IN PLANS OF BEND. APPROVED MANNER TO INSURE ADEQUATE PROTECTION AGAINST TH E 1. CONTRACTOR SHALL SUBMIT FOUR COPIES OF FINAL BALANCE AND TEST " ' 4
ENGINEER IN ALL CASES OF DOUBT AS TO BELOW THIS RADIUS, SQUARE ELBOWS SHALL BE USED. ENTRANCE OF FOREIGN MATTER. REPORT. REPORT TO INCLUDE LISTING OF APPARATUS USED. CALIBRATION yA'E .,. A�.dm •Et°son
THE WORK INTENDED. OR IF ADDITIONAL DATES, AND CERTIFICATION OF TEST TECHNICIAN, ALSO INCLUDED SHALL BE i +
EXPLANATION IS NEEDED. C. THE DUCT SHALL BE SUPPORTED AT FITTINGS, ELBOWS,AND TRANSITIONS AND D. THE HVAC AIR SYSTEM SHALL NOT BE BROUGHT INTO OPERATION FOR TESTING REPRODUCIBLE AS-BUILT DRAWINGS WHICH INDICATE THE TEST POINTS AND
AT A MAXIMUM OF 8' ON CENTER. NOT MORE THAN ONE TRANSVERSE JOINT PURPOSE WITHOUT NEW FILTERS INSTALLED IN ALL APPLICABLE AIR-HANDLING ASSOCIATED REFERENCE POINTS NOTED IN THE BALANCE REPORT. FINAL `/_ r� e
5. ALL DUCT SIZES INDICATED ON THE SHALL OCCUR BETWEEN HANGERS. HANGERS ARE TO BE A MINIMUM 1" x 2" x DEVICES. PRIOR TO ACCEPTANCE OF THE SYSTEM BY THE OWNER, HVAC REPORT SHALL BE SUBMITTED TWO WEEKS AFTER COMPLETING THE P.•
DRAWINGS ARE THE CLEAR INSIDE NET GAUGE GAUGE CONTRACTOR SHALL PROVIDE COMPLETE NEW SETS OF FILTERS. BALANCING. NO FINAL PAYMENTS WILL BE MADE UNTIL RECEIPT&
• y��s,
DIMENSIONS. INTERNALLY LINED DUCTWORK 1"x 22 CHANNEL BY SUPPORTED 1" WIDE x 22 OR HEAVIER APPROVAL OF FINAL REPORT. t"L�^C•a•
SHALL BE INCREASED IN BOTH DIMENSIONS STRAPS, 1/4" NODES. ALL HANGER SYSTEMS MUST BE CAPABLE OF 8 TESTING: a+ tl + ,
BY TWICE THE THICKNESS OF THE LINER. WITHSTANDING A LOAD OF 5 TIMES THE ANTICIPATED LOAD. 14. WARRANTIES: .�` j� • a a %
A. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER. CONTRACTOR - , �'
D. SUPPLY AIR DUCT SHALL BE INSULATED WITH FIBERGLASS DUCT BOARD.
6. CAP AND SEAL (AIRTIGHT) ALL UNUSED DUCT INSULATION SHALL BE 2" - 5.6 LB. PER CU. FT. DENSITY GLASS SHALL PROVIDE NOT LESS THAN TEN (10) DAYS NOTICE TO THE ENGINEER A. THE CONTRACTOR SHALL WARRANTY ALL WORK PERFORMED ON THIS PROJECT
DUCTWORK OPENINGS. FIBER WITH A MAXIMUM K FACTOR OF 0.29 AT 75 DEG. F MEAN BEFORE MAKING ANY TESTS. FOR A PERIOD OF TWO YEARS FROM FINAL ACCEPTANCE OF THE PROJECT.
7. COORDINATE ALL DUCTWORK ROUTING AND TEMPERATURE, WITH REINFORCED FOIL-FACED VAPOR BARRIER. INSTALL AS B. CLEANING: 15. PACKAGED A/C UNITS SEQUENCE OF OPERATIONS: 4 3
MECHANICAL EQUIPMENT INSTALLATION WITH PER MANUFACTURER'S RECOMMENDATION. R-6 INSULATION VALUE. 1. THE CONTRACTOR SHALL, AFTER SATISFACTORY COMPLETION OF ALL
OTHER TRADES AND EXISTING CONDITION PRESSURE TESTS, AND AFTER TEMPORARY OPERATION. PROPERLY CLEAN A. ON/OFF AND TEMPERATURE CONTROL PROVIDE THERMOSTATS FOR EACH UNIT
BEFORE CONSTRUCTION BEGINS. IF 2. HANGERS AND SUPPORTS: EVERY PIECE OF APPARATUS FURNISHED UNDER THIS CONTRACT UPON AS SHOWN ON PLANS. THERMOSTAT SHALL START AIR HANDLER AND
EXISTING CONDITION INTERFERES WITH NEW COMPLETION OF THE WORK. REFRIGERATION IN SEQUENCE TO MAINTAIN SETPOINT IN COOLING MODE AND ZEPHYRHILLS
WORK, REROUTE / REWORK EXISTING OR A. WHERE HANGERS STRAPS ARE USED THEY SHALL BE I" X 18GA. MIN., ENERGIZE ELECTRIC HEATING ELEMENT IN HEATING MODE TO MAINTAIN
NEW DUCTWORK / PIPE WHICHEVER HAVE GALVANIZED STEEL. BAND IRONS ARE NOT ACCEPTABLE. 9. RECORD DRAWINGS: SETPOINT. PROVIDE AUTO CHANGE-OVER. SYSTEM SCHEDULING, SETBACK MUNICIPAL AIRPORT
LESS WORK AND LESS COST. B. DUCTS OVER 60 INCHES WIDE SHALL BE SUSPENDED ON A TRAPEZE TYPECAPABILITIES.
HANGER. THE DUCT SHALL NOT BE SECURED TO THE HANGER. A. HE AT CONTRACTOR'S EDURING ECONSTR, A SET. OF WHITE G URS AND KEEP
8. ALL THERMOSTATS (AND SIMILAR DEVICES) THESE ON JOBSITE CONSTRUCTION. DURING COURSE OF
SHALL BE MOUNTED 48"ABOVE FINISH C. PROVIDE INSERTS, FISHPLATES AND OTHER METHODS RECOMMENDED BY CONSTRUCTION, MARK ON THESE PRINTS ANY CHANGES WHICH ARE MADE.
FLOOR UNLESS NOTED. DO NOT INSTALL SMACNA, AND AS APPROVED, FOR SUPPORTING HANGER STRAPS AND NOTING PARTICULARLY LOCATIONS OF THOSE ITEMS WHICH WILL NEED TO BE
LOCATED FOR SERVICING.
THERMOSTAT ABOVE DIMMER. TRAPEZE HANGERS.
D. HANGERS AND FASTENERS SHALL HAVE A SAFETY FACTOR OF 5 TIMES 10.PRODUCT DATA TO BE SUBMITTED SHALL BE PUBLISHED BY THE
MANUFACTURERS AND SHALL CONTAIN COMPLETE AND DETAILED ENGINEERING
SUPPORTED WEIGHT.
AND DIMENSIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT PRODUCT
DESCRIBED BELOW:
3. CONDENSATE DRAINS: DATA AS
A. PROVIDE CONDENSATE DRAIN PIPE FROM AIR HANDLER UNIT TO FRENCH DRAIN. A. PRODUCT DATA SUBMITTED SHALL CONTAIN ONLY INFORMATION RELEVENT TO
THE PARTICULAR EQUIPMENT OR MATERIAL TO BE FURNISHED. THE
ROUTE AS REQUIRED TO MAINTAIN 1/8" PER FOOT SLOPE. CONTRACTOR SHALL NOT SUBMIT CATALOGS WHICH DESCRIBE SEVERAL
DIFFERENT ITEMS IN ADDITION TO THOSE ITEMS TO BE USED, UNLESS ALL
B. CONDENSATE DRAIN PIPING SHALL BE TYPE 'L' HARD DRAWN COPPER SWEAT IRRELEVANT INFORMATION IS CLEARLY MARKED. PRODUCT DATA FROM EACH
OR AS SHOWNULE ON40 PVC. PROVIDE MECHANICAL DETAILTRAP OF DRAWNGHEIGHT REQUIRED FOR AIR SEAL SHOPFACTURER DRAWINGSSINN BOUND LL BE IDENTIFIED
LOOSE AND SHEETSARE SEPARATELY.
OT ACCEPTABLE.IT NEW AIRFIELD
C. PROVIDE AN AUXILIARY DRAIN PAN AND DRAIN LINE UNDER ALL AIR HANDUNG 11.SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO COMMENCING ANY WORK. LIGHTING VAULT
UNITS OR FAN COIL UNITS. SECONDARY DRAIN UNE SHALL RUN TO READILY SHOP DRAWINGS SHALL INCLUDE COMPLETE DATA AND APPLICABLE
VISIBLE LOCATION OR PROVIDE FLOAT SWITCH TO SHUT DOWN UNIT. PROCEDURES FOR THE FOLLOWING EQUIPMENT AND MATERIAL (WHERE
APPLICABLE):
4. CONDENSATE DRAIN PIPE INSULATION:
A. ALL VALVES.
A. MATERIALS: FLEXIBLE CLOSED CELL PIPE INSULATION, 1/2"THICK, B. VIBRATION ISOLATORS (MOUNTING. HANGERS,AND BASES). MECHANICAL
CONDUCTIVITY (k) NOT HIGHER THAN .28 AT 75 F MEAN TEMPERATURE C. ALL INSULATION MATERIALS.
DIFFERENCE. SIMILAR TO AP ARMAFLEX 2000 WITH "ARMAFLEX FINISH"COAT. D. ALL FANS. SPECIFICATIONS
E. AIR DISTRIBUTION SPECIALTIES (FILTERS, VOLUME DAMPERS, FIRE AND SMOKE
5. REFRIGERANT PIPING: DAMPERS, GRILLES, REGISTERS, DIFFUSERS, AND LOUVERS).
F. COMPLETE TEST AND AIR BALANCE REPORT.
A. REFRIGERANT SUCTION AND VAPOR LINES SHALL BE INSULATED WITH 3/4" G. CONTROL SYSTEMS.
THICK OWENS—CORNING 'ARMAFLEX' OR APPROVED EQUAL. INSULATION SHALL H. PIPING MATERIALS. ArNTION:
BE INSTALLED WITHOUT CUTTING. ALL REFRIGERANT LINES BELOW GRADE OR 1. ALL MECHANICAL EQUIPMENT: NR TERMINALS, ROOFTOP UNITS, PACKAGE UNITS, T SDDcunzNTCON—NsPRRBLEGEDANDPROPRrernRY
FLOOR SHALL BE IN PVC SLEEVE SEALED AT BOTH ENDS. MINIMUM 6" INSIDE ETC. INFORNNTION,ALL OFWHIOHISE%PNT,ANDFROVIDEDBYAVOON,INO.
FOR USE BY THE INTENDED RECIPIENT,AND PROA BPECIFN:PURP IOC
DIAMETER SLEEVE. ELASTOMERIC INSULATION SHALL BE U.L. APPROVED FOR - YRTHOUTTHEE%FREBBWRIrtENGONBENTOFAVCAN,INC.ANY
USE IN RETURN AIR PLENUM. 12.SUPPLY AND RETURN AIR SYSTEM INSTALLED SHALL BE BALANCED AND GRIN PART,LR BTRICTLY PROHIBREO
ADJUSTED AS FOLLOWS: DIBTNBUTION,REPROR IN PART,S OTHERUBE ROWEL
B. REFRIGERANT PIPING SHALL BE TYPE 'L' COPPER ACR TUBING. JOINTS SHALL
BE WROUGHT COPPER STREAMLINED SWEAT FITTINGS. SOLDER: SIL-FOS, A. AFTER DUCT SYSTEM HAS BEEN INSTALLED COMPLETE WITH ALL GRILLES, SCALE: GRAPHIC
EXERT ON VALVES USE SOLDER RECOMMENDED BY MANUFACTURER. DAMPERS, DUCTS,AND OTHER ITEMS SPECIFIED OR SHOWN ON THE
DRAWINGS, THE CONTRACTOR SHALL MAKE ADJUSTMENTS, AS REQUIRED, TO REVISIONS:
C. INSULATE ALL FITTINGS ON REFRIGERANT LINES TO PREVENT ANY DELIVER THE VOLUME OF AIR AT EACH AIR OUTLET WITHIN 10% OF DESIGN NO. DATE I BY DESCRIPTION
CONDENSATION. FLOWS AS SHOWN ON THE DRAWINGS. AFTER THE FINISHED AREA IS
OCCUPIED, THE AIR VOLUMES SHALL BE READJUSTED. IF REQUIRED.TO jj 8/21/15 I RJP ADDENDUM NO. 2
D. NO SWEAT FITTINGS SHALL BE USED BELOW SLAB. PROPERLY BALANCE THE COOLING AND HEATING LOADS THROUGHOUT THE 11/11/15 UV CONFORMED DOCUMENTS
CONDITIONED SPACE.
B. AIR OUTLETS SHALL BE BALANCED WITH AIR PATTERNS AS SHOWN ON THE
DRAWINGS.
C. CONTRACTOR SHALL SUBMIT A CERTIFIED AIR BALANCE REPORT TO THE
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE HVAC CONSTRUCTION DOCUMENTS
SYSTEM BY THE OWNER.
DESIGNED BY: Z.P.
DRAWN BY: R.J.P.
CHECKED BY: Z.P.
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
M-001
V:1,3014\2014.011 01 F'..Vault."c shma0 Cespn\2014.01 J 0 ,;, ,.n001 q 11 j11/20.5 1203£3 PM DRAWING NO. 35 OF 41
Ti: 2.5-30KW; Ti: 2.5-30KW; Ti: 2.5-30KW; 240V, T1: 2.5-30KW; DIGITAL POWER METER OPTION a ��
20812201240V, 347V-60HZ/400V-50HZ, 480V, and 600V, 220/230/240V,
60HZ (MULTI-TAP) (MULTI-TAP) 60HZ (SINGLE TAP) 50HZ (MULTI-TAP) OurPu7"°TE o it
I I I OUTPUTCONNECTIONS L) n
Owl ON VRIAND VR2 UNLESS
T TERMINAL BLOCKS OR W r I( Lj$
'SCO`USED I J 2T'__" l—. I �• , _ _� 3�T2—� `—l4llT^.2 s3s �_'-2g'`� ° F s i m a
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(Cl,) 20A=35A0528 2z `♦cOa"°I�y CeQwFICA yO�RIyN. 5°W
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av ra+NEu, ri ♦ �7A I Fr1l P-
208/220/240V,60HZ INPUT 347V,60HZ INPUT 480V,60HZ INPUT 22012301240V,50HZ INPUT
T4 T4 T4 m
T4
I� o a ZEP �H�LLS
DIGITAL POWER METER
MUNICIPAL AIRPORT
i sza C� iJ
I if � 4 �°g8 848€3�a0
I " xx$xx≥₹4x ! —
RE AYtOAO SEL' TB Y
35A0539/546 35A0539/546 35AO539/546 , i Y �� '•_ i
35A0539/548 � I cowlPcrvoaB
*1 -CRIMP WIRES ao 600V,60HZINPUT ov,50HZ INPUT ( SERIES CUT OUT ANALOG
TOGETHER, DO NOT �_ 14 sae T4 (SCO)OPTION METER OPTION
R . . .... O
CONNECT LUG-TO-LUG � w3� our2 �1
. I .
i ' i
MICROISWITC F2 �W
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I�"
,erg AIRFIELD METER S7 s2a �3o NEW AIRFIELD 796 35A0 T ~' J �m LIGHTING VAULT
35A0539/646
7 U , MALEFASTON j
CCR VOLTAGE
1 "SCR" CONNECTIONS: 20ACURRENTNOLTAGE
ENESSWITH MONITOR CVM WIRINGiii CONVERSION FIELD
FEMA
ADD 7ZA0019- FEMALE FASTON LUG' w
DILL_ FORKLUG 7000279 �- -�-- MODIFICATIONr- iS
- 0 -�_-_1 DSP2 Tg I = (SHEET 5 OF 5)
A2 i v (00000
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I I— SCO p I T� m ��> FORMATON,ALL OF WHICH IS EXPRESSLY PROVIOEO BY AVCON,INCA
-� CTLZ q • ��I_n iOR USE BV THEINTENOED RECIPIENTC,,OANO FORA SPECIFN:PURPOSE
CTL2i 1U ` MICROSWITCH a �� OIBTR MN,REPRODUCMN,OROTHERUSEOFTHRD000NENT,IN
CLOSEDSCO"I+N EN �- Y �O ABU WHOLE 0111111101111,A �IS STRICTLY PROHIBITORD INC ANY
_____ av 1ST
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REVISIONS:
µ i
Ji
it I i D�VT�ES
NO. DATE BY DESCRIPTION
N I LE =30¢ 1 8/21/15 RJP ADDENDUM NO. 2
O Y: tr I ii ( !..__ __._._.__ N,a� 11/11/15 UV CONFORMED DOCUMENTS
m i m wl O 0
} 44A77318/1 FERRO CNTRL.PNL.WIRE HARNESS,SM.&MEDJLG.FRAME'
I 44A6139r2 FERROIACE WIRE HARNESS,SM.&ME_DJLG.FRAME 2� CO
94A0561D(XXX POWER WIRE KIT.-CSW FERRO CCR
2.5-10KW 28A0056 20KW 28A0055 30KW 28A0054 43A3128 WIRING DIAGRAM,ACE2 TO URCIII1 PCB oo W o
( ) ( ) ( ) Q CONSTRUCTION DOCUMENTS
15KW(28A0057) r DOC.40. DESCRIPTION _--_ 11Z . = M DESIGNED BY: M.A.G.
RELATED DOCUMENTS 3�. v
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-311
DRAWING NO. 34 OF 41
ITEM I PART NUMBER DESCRIPTION CSF6610
t '35A0777 PWR TX.10KW,600V:6.6A,FERRO 1
2 42A0525-X f LOCAL CONTROL LABEL,3 OR 5 STEP(CONFIG) 1
A6006-0007 FIBER OPTIC CABLE ASSEM.X 7 FEET 3
H f7r_
44A6139-2 HARN ASSY,CCF,ACE2-E,7.5-30KW 1
E_ Ju; .--42A0553 FROM
5 44A6178-X PCB ASSY 34-PIN HDRISWADAPTOR 3 5 STEP t
/ 44A6508t111X () ..
6 44A6508.1110 ACE II INTERNAL MOUNTASSEMBLY 1
7 44A7306f106 I CAP PLATE ASSEMBLY,CSF,t0KW,60HZ 1
° 8 45A0303 INTRLCK SWITCH DPOT 10A ON-ON 1
illllDrT ' � 9 56A0627 CSF FRAME ASSEMBLY 1 >>��}���'���� C•�
I � I,, • _ 10 60A4426 INTERLOCK SW BRACKET CSF t � oo.o �-
s ° T t I nob AbER: li
11 61A0340 KNOB 3FLUTE 118"SHAFTALUM BLK 1 % o,,ro A so
12 !64A0198-6 6-32 X 318 PAN HD PHIL 2 ` •.
13 64A1021t16 i M8 HEX BOLT SS(18-8)FULLTHD.X 16MM LG 6 ;•'
14 66A0015t26 5ti6 FLATWASHER 6 j 7"?
-8 5
16 66A0039 #6 EXT LOCKWASHER *
T ,�
17 7700010 GROUND LUG t :•''GIL7 EZ'' E.
�7 75
•---- ---- •►
18 85A0107 CLIP NUT,8MM,RITTAL 6 • `
19 85A0108 Torx Screws,M5.5 x 13 8 �
TRANSFORMER T4 & E-311. 20 89A020924 RIBBON CABLE ASSY,34-POSW/CONNS,24 1 '/, '4L ,%
ALSO SEE E-309 IffI ~
21 91A0033 LBL L828 DANGER HIGH VOLTAGE t ,7
/ lull 22 94A0638-XXXX PWR WIRE KIT"CSF"SERIESREG'S, {KW&VOLT 1 MUN IFrA AIRPORT
L-829 DOOR VIEW 23 44A7312-XXXX COMPONENT PLATE ASSEM.,CSF 1
F3 & F4, ALSO SEE E-3O9.
INCOMING POWER
FUSES Fl, & F2, ALSO SEE
E-309. 56A0630(ADD TO BOM FOR L-829)
j � C
[797]- / / '
31,4 j
/ NEW AIRFIELD
_ � j o...o...a... .. LIGHTING VAULT
0
O Q CCR VOLTAGE
!° CONVERSION L / u1iwu 0111 FIEL
i I — D
F ; o ! �: ____----_—___ � : r MODIFICATIONS
LILLI !
!' is (SHEET 4 OF 5)
FG i° Ti - FERRO CORE
I8111j 1 i i• (POWER TRANSFORMER), THIS DOCUM1ENT CONTAINS PRIVILEGED AND PROPRIETARY
O 8 fl III[434�1 f--_ ALSO SEE E309 & E-311. INFORNNTION,ALL OF WHICH IS EPRESSLY PROVIDED BY AVCON,INC.,
FOR SHOUT TREE PRESSS YIRRIIREN CONSENT OF AVCON,NC.ANY E
O POWER ' DISTRIBUTION,REPRODUCTION,OR OTHER USE OF THIS DOOUNENT,IN
CONTACTOR ! ----�!1 _._l T -.- --...__.-_ � —.—.— wHOLEOR IN PART,IS STRICTLY PROHIBRED
(K2), ALSO SEE j - CONTROLL.E COPY
E-309. : ; 'rNBNn ZM etlarf aCITa'�0 Pss_ ulwlcazmamdmm•e
@ _ _ _ ,�� 3_ _ _._ _._._ REVISIONS:
SCALE: GRAPHIC
! • ® 0: - ..-� _ - NO. DATE BY DESCRIPTION
IIII .._._..._ — � i
O O o°i; — — - -- �' 1 8/21/15 RJP ADDENDUM NO. 2
—
� 4 j j PO.BOX 30829 Tof.B14)S1-1304 11/11/15 UV CONFORMED DOCUMENTS
— —�� � 977 Gahanna Palllnry (614)864 fax. -2069
—. Columbus,Ohio 43236
_..__.._ ---------- '— CONSTANT CURRENT REGULATOR
L� 798] A-0 CTgNRFEA5f rsl 2T0CT+: 1-828,1829' 1s7acw.2oA CONSTRUCTION DOCUMENTS
c;
I 31.4 1WII a.savrestRrrrav i 3 F• USEEd8LY '
_
Txa+c+c r+P 290CT12 $I 1 DESIGNED BY: M.A.G.
IMo
34h3
F rmation conleirled on this drawing is lobe used Expressly DRAWN BY:
accord with purpose for which 4 was submitted.An disclosur
j or ttus intwmatbnaywsstrictty prohibited esceP[as AD8 Airfield ��� _ ���--i
A�DSrdBAirfieldSdulions� mwn- -------.L ------ CHECKED BY: C.S.J.II
agree ang.Copyn9ht 2O1...._—__—_.—-----.—._..—
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-310
DRAWING NO. 33 OF 41
T1: 25-3aKVV
24(Y1aJ 60HZ
(24 WS-D \ )
AVCON,INC.
f1
t- 1
P ! I PLANNERS
�`''1122- 599-1133
`, �C RP�t�C4'IEO 'fllOm �Wh1bER:505]
T1: 25 01�C�/i�-30KA( T1: 25-30KA T1: 25-3 T1: 25-30 {{
104 L2 1KCK ,N•'p
i [ 203/22CY24W,, 347/x/, 601-1 304",, EL -I 60CM 60K? * 4/
B ( 6L/1 L(Mill-TAP) (1 V ill TAP) (M.i11 / AP) (VIN(SNflE TAP) 9 •, F O B RT NS7'No.747+b
♦
Pf1 Qlf1 Pf1 CUf1 Pf1 CUf1 ,1� O.J
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'I�I�U�VKttl�k��AIRPORT
PIZ CUP2 P12 QR2 P2 CUt2 p cm
C 72221/
C*2 ON:2 4W CPP2 t2= = 102
T1: 2-&19uC\/1 / _________
D 24U4 J V, L1 L1
(4Wv = _ _ _ - _ NEW AIRFIELD
LIGHTING VAULT
QJf1 II11� L 92 Pf1 II 90?2
CCR VOLTAGE
W12 CONVERSION FIELD
MODIFICATIONS
(SHEET 3 OF 5)
FB
ATTENTION:
"IS DOCUM1 ENT CONTAINS PRINLEGEO PNO PROPRIETARY
T ON,ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON,INC.,
�''�''� /+. �. , IFOR USE BY THE INTENDED RECIPIENT,AND FOR A SPECIFIC PURPOSE.
WIT []Y^V/,,J -OUT HEE%PRESS R-PINCONSENOR A AVCON,INC.RPO
DISTRIBUTION,REPRODUCTION,Oft OTHER USE OF THIS DOCUN£NT,IN
IA crl o "QpaLapdo3rai WHOLE OR IN PART,IS STRICTLY PROHIBITED
2=8J H2 TI p �IQ�IQ9/ SCALE: GRAPHIC
L1 3540776/X REVISIONS:
//'y T/� �y �Q�{r''�/ � d ( yc NO. DATE BY DESCRIPTION
ii' —tjI _ YI�LIAa FEQJB`C : P *3.:9�M + Fes(.�6 8i1- 1 8/21/15 RJP ADDENDUM NO. 2
_-_----- CIITf%b,Q%O 43GA/ 11/11/15 UV CONFORMED DOCUMENTS- - - k---- 2=347 601-Q C� DI ,3
3=2 4�d(yV,6QI-� B 30
4= cmi 61.1-Q A01 - R]IKIOIIW .B 2R4M2 CT
5= 24 531-V R]9Gd f101 N
(y V CONSTRUCTION DOCUMENTS
6= 400 ,5 H C3�T7-J00«SIDDRN, JMG EY 2 ,:2 Zff2
DESIGNED BY: M.A.G.
ageea, "L"'y j,X�►l//6 C-M DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-309
DRAWING NO. 32 OF 41
- m
NOTE LAND INPUT OunmvR,wRHourcvM - ,( sg
POWER ON FUSE ov tiro STgW TH sfia cvM > a `om
TERMINALS OUT,TOT9u1WITHsmcvM 1 -- —oUxr1 � ( a
i50 VRMB=FULL SCALE�i £T3
OUTPUT NOTE: €
•
OUT2 TO VR2 WRHOUT MTR STd ,ST2 STi - D.�
OUT2 TO T1-P1 WITH _MTR r-- -r--=^i - OUTPUT CONNECTIONS ON VRi s S
INPUT CONTACTOR T1-FERRO CORE; - A T Bi J3— IRM 52T T5 US l ` BLLOCKKS N AND UNLESS TERMINAL I g
�� SOR OR SCO USED
WIRING SHOWN I J5 TB2 ,6.6A TOUR K2 — \CAP 8Nq GND o
CVM SEESHEET2FOR20Ai --- I - '=m
i-- ! C DATHAL VOITAGEs IE 3 mn S
- NT1 CORE CONNECTIONS ,3 = o
a. CAP srL - - s Xc O! TO "�a m
( WRE PRESENT
F2 SHEET2 BANK J VR 1 1—,
63 nm 6 1os re a0: TO
t E sP !!!
%5 R ° �i s j�uupp-oRL Tza��Pro
Al
w,A MICRO NOT j ANALOG METER ! DIGITAL POWER I V w1 = 4► /��, g1�oT1's -dAx,Pao7> 3
J ,SWITC MIA w,e scrsx ! `_ OPTION SHEET2 R G E a IIpljlfnT .R a:;n' ER:,�IS�
2
ETEROP SCO WIRIN
SHEET2 Noe -1 aoo SHEET2 i m =
SHEET2
VR7 �i VR8 Sae 5„ �uRReN T5 ij j �n ;
I DOOR SWITCH SENSOR 6.6A 35A0548 E C 74775 '• f ..
20A-35A0528 f '
T4 INPUT CONNECTIONS s +$ •CyILNgER/W�t�f1'F4 SHEET 2T4 T4 CURRENT
C TEST T 5M ACE !N775
.—L
POINT !! G
qm ._soa._� y- 1')Ei vro Sot — - - --- --3> ! f
J _ ZEPHYRHILLS
MUNICIPAL AIRPORT
/
( dJI BLU � 5 A 3 2 1 8 7 6 3 g 3 2 i C
' ROTARY SWITCH J7 J8
CONNECTION _
1
ATTACH TO FOOT OF T4- Li I
WIRE#531 MUST BE 1 J6 LJ
CONNECTED AT BLUE WIRE, + F1 F2 m
NOT TO ANOTHER LOCATION
O.5A,SB
s�R --- J5 44A7293/00 PCB F
51 pm
m m o
TYPICAL SCR ,p 2$J4j F3 m NEW AIRFIELD
CONNECTIONI ! Ti 0.5A,SB m
q
SHEET 2 LIGHTING VAULT
t 2 31 r1 3 a 5_ 6 1 3 2 g 5 8 T ei p�
=0.5A,250V,SLO-BLOW TN ryi ! ! j !
L. OTT TS2IRMS f CCR VOLTAGE
kc m 1 o_ I TODPMTB �! CONVERSION FIELD
X)))
/\ 511 1 ` p! �
` j ! i m
MODIFICATIONS
— )
' ACEICVM
CONNECTIONSa
_ ?-_ ----SEE WIRING SHEET 2 OF5 DIAGRAM rI
#43A2550 or 43A3128 FOR ACE
SCR TRIGGER WIRES ! /// THIS OO ALLOF CHASE REW veooVRDUND PROPRIETNON
,
1 W FR USE ON, INTE DEDRE IENT,AL FOR A SPO BY NVCPOSE.a' A n' ¢ EBY THE INTENOEOR�IPIENT,ANENTOFAVCON,l:PURPOSE.
THE E%FRESS WRRTRN CONSENT OF AVCON,INC.ANY
fA m 5. DISTRIBUTION,WHOLE
REPRODUCTION, ROTHERUSEOF THIS OOCUM1ENT,IN
; q g WHOLE OR INP RT,IS STRICRYPROMIBRED
�•n T
O^ & SCALE: GRAPHIC
0 REVISIONS:
o
•Fl i � NO. DATE BY DESCRIPTION
�
t
� 8/21/15 RJP ADDENDUM NO. 2
U U p nom - 9O5, m�0 11/11/15 UV CONFORMED DOCUMENTS
Z : - mQg
w
j O p 1 (�Yp Ct LL N
CONSTRUCTION DOCUMENTS
rZFLL
/AWUUmmlm m2 LciZ(7. 2 I' Q
----'—._--_----- ------ -----------------------------------------._._.....------..___— -----------------------------------------.�.------ ;�xaz wss�M} DESIGNED BY: M.A.G.
a'1NV (A S V I
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.11
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-308
DRAWING NO. 31 OF 41
8:«
INSTRUCTIONS FOR CONVERTING ADB AIRFIELD REPLACE INCOMING POWER F F1 AND F2:
SOLUTIONS L-828 CSF CONSTANT CURRENT TO REPLACE EXISTING INCOMING POWER FUSE AND FUSE BLOCK REFER TO PAGE 39
REGULATOR FROM 240 VOLT TO 480 VOLT IN ADB MANUAL 96A0451.
1. LABEL ALL WIRING ON EXISTING FUSE BLOCKS F1 & F2. RECORD LOCATION OF
Taxiway Alpha — CCR To be used as Hot Stand ALL WIRING.
� - p By (HSB) in proposed AFLV
15 KW ADB CSF CCR S/N 2015011200013 PART # CSF6607/4260 2. LOOSEN THE WIRE RETAINING LUGS FOR TWO INCOMING POWER LEADS AND WIRES
102 & 103 AND DISCONNECT THE WIRING. INCOMING POWER WAS PREVIOUSLY
DISCONNECTED. (SEE INTERNAL WIRING SCHEMATIC, 43A4028.DWG IN "WIRING
PARTS UST PE 13 CCR: SCHEMATICS ON PAGE 59 OF ADB MANUAL 96A0451 AND FIELD MODIFICATION
SHEETS IN DRAWING PACKAGE.)
OTYDESCRIPTION ADB PART#1 UPDATED STAMPED NAMEPLATE, SEE L-125
rA' SPECIFICATION CUSTOM1 POWER CONTACTOR (K2)53A0412/402INPUT FUSE BLOCK, 3. REMOVE THE FUSE BLOCK MOUNTING SCREWS.
^" 10-30A. 60DV. Fl & F249AO08121NPUT FUSE. 25A. 600V, Fl & F247A00912 FUSE,
4. REMOVE THE OLD 240 VOLT FUSE BLOCKS AND REPLACE WITH NEW 480 VOLT IA SOON, F3 & F447A01082 FUSE BLOCK, SOON, F3 & F4 TBD FUSE BLOCKS.
QTY DESCRIPTION ADB PART 5. NEW MOUNTING HOLES MAY HAVE TO BE DRILLED AND TAPPED IN THE MOUNTING
PLATE TO MATCH NEW FUSE BLOCKS. VERIFY CLEAR SPACE BEHIND MOUNTING
PLATE PRIOR TO DRILLING HOLE THROUGH PLATE. HOLES SHALL BE TAPPED.
1 UPDATED STAMPED NAMEPLATE, CUSTOM NUT AND BOLT NOT PERMITTED. �� I
SEE L-125 SPECIFICATION ♦sss cQ s e exs� zzns
6. TIGHTEN THE FUSE BLOCK MOUNTING SCREWS IN ACCORDANCE WITH LISTING ♦ � �E. �_° '�
1 POWER CONTACTOR (K2) 53A0412/ REQUIREMENTS. co n utilIu9Pf>�o udIe#x z
7. RECONNECT WIRES 102 AND 103 TO THE BOTTOM (LOAD) SIDE OF THE NEW 600 :
2 INPUT FUSE BLOCK, 10-30A. 49A0081 VOLT FUSE BLOCKS.
`q 8. TORQUE ALL CONNECTIONS IN ACCORDANCE WITH EQUIPMENT LISTINGS. ��ff \`
1.2 2 INPUT FUSE. 25A. 600V. Fl & 47AO091 �'7F�
$ F2 ^9
REPLACE TRANSFORMER T4 FUSES F3 AND F4: S
4 FUSE. to 500V. F3 & F4 47AO108 ��
,. . TO REPLACE EXISTING TRANSFORMER T4 FUSES AND FUSE BLOCKS REFER TO PAGE
40 IN ADB MANUAL 96A0451 AND FIELD MODIFICATION SHEETS IN DRAWING PACKAGE. 'r •� OF ••
- Iii°�I II 4 FUSE BLOCK, 500V, F3 & F4 TBD 1. LABEL ALL WIRING ON EXISTING FUSE BLOCKS F3 & F4. RECORD LOCATION OF •• �jjT(�QRT17��.
ALL WIRING. L 'L4CEN$�N 74 7 zl
2. LOOSEN THE WIRE RETAINING LUGS FOR WIRES 400, 401. 502 & 503 AND
GENERIC:
DISCONNECT THE WIRING. L NC
TURN LOCAL CONTROL SWITCH TO 'OFF". 3. REMOVE THE FUSE BLOCK MOUNTING SCREWS. ,1►��
DE-ENERGIZE AND LOCK OUT-TAG OUT CCR. REMOVE LINE, LOAD AND CONTROL
WIRING. MOVE CCR TO A CLEAN, DRY WELL LIGHTED AREA. REMOVE THREE SIDE 4. REMOVE THE OLD 240 VOLT FUSE BLOCKS AND REPLACE WITH NEW 600 VOLT ZFHILLS COVERS AND TOP. STORE SCREWS FOR REUSE. FUSE BLOCKS. MUNICIPAL AIRPORT
USE ADB MANUAL 96A0451 TO VERIFY AND MAINTAIN PROPER WIRING. 5. NEW MOUNTING HOLES MAY HAVE TO BE DRILLED AND TAPPED IN THE MOUNTING
PLATE TO MATCH NEW FUSE BLOCKS. VERIFY CLEAR SPACE BEHIND MOUNTING
PLATE PRIOR TO DRILLING HOLE THROUGH PLATE. HOLES SHALL BE TAPPED.
REPLACE POWER CONTACTOR (K2): NUT AND BOLT NOT PERMITTED.
TO REPLACE EXISTING CCR POWER CONTACTOR (REFER TO PAGE 53 IN ADB MANUAL 6. TIGHTEN THE FUSE BLOCK MOUNTING SCREWS IN ACCORDANCE WITH LISTING
EXISTING CCR TI -FERRO CORE 96A0451, REQUIREMENTS.
7. RECONNECT WIRES 400, 401. 502 & 503 TO THE NEW 600 VOLT FUSE BLOCKS.
Contactor 8. TORQUE ALL CONNECTIONS IN ACCORDANCE WITH EQUIPMENT LISTINGS.
CHANGE TAPS ON TRANSFORMER T4:
TO CHANGE TAPS ON TRANSFORMER T4 REFER TO PAGE 60 IN ADB MANUAL 96A0451
#4011102 1•
i #40N103 AND CCR VOLTAGE CONVERSION FIELD MODIFICATION SHEETS IN THE DRAWING
PACKAGE.1. EXAMINE TRANSFORMER p
T4 FROM FRONT OF CCR.
2. LABEL ALL NEW AlAIRFIELD
WIRING.
WIRING ON THE POWER TRANSFORMER. RECORD LOCATION OF ALL
LIGHTING VAULT
y. �.: ReginingScrew 3. TRANSFORMER T4 HAS TWO PRIMARY WINDINGS. THE TWO PRIMARY WINDINGS ARE
PRESENTLY WIRED IN PARALLEL FOR 208/220/240 VOLT OPERATION.
SIEMENS
4. REMOVE THE PRIMARY WINDING WIRE TERMINATIONS FOR WIRES 502. 503 AND
ASSOCIATED JUMPERS ON PRIMARY SIDE OF TRANSFORMER T4. CCR VOLTAGE
5. RECONNECT OPERATION AT 48F0VOLTS.ORMER T 4 MREFERTOARY WINDINGS IN SERIES TO ACCOMMODATE
REFERENCED DRAWINGS. TORQUE ALL CONVERSION FIELD
MECHANICAL CONNECTIONS IN ACCORDANCE WITH EQUIPMENT LISTING. MODIFICATIONS,
<...... .„......."f. 6. CLOSE THE CCR FRONT DOOR AND TIGHTEN THE 3 DOOR SCREWS.
(SHEET 1 OF 5)
CHANGE TAPS ON CCR Ti — FERRO CORE (POWER TRANSFORMER): re,soocusecosexxxx
#104 *' #105 TO CHANGE TAPS ON THE CCR POWER TRANSFORMER REFER TO PAGES 58 & 59 INAD NFORMATION,ALL OFWHIOHISEXFRESAYFROVIOEOSYAVOON,INO.
FOR USE BY TIE INreOED REOIFI s doNO FOR A.oees.O PURPOSE
THE MANUAL 96A0451 AND CCR VOLTAGE CONVERSION FIELD MODIFICATION SHEETS IN oI:T°su a EPaoo Dec o OTIERUcEOP°OONoco.ANY
THE DRAWING PACKAGE. mono TITS OOOUM1gNT,IN
#501
REAR
#531 1. EXAMINE POWER TRANSFORMER FROM OF CCR. weo°EoswPARr,IssrnicrlrPRONisrr
2. LABEL ALL WIRING ON THE POWER TRANSFORMER. SCALE: GRAPHIC
> 3. LOOSEN THE WIRE TERMINATIONS FOR WIRES 104. 105 AND ASSOCIATED JUMPERS. REVISIONS:
4. REMOVE THE JUMPER BETWEEN TERMINAL L2 AND TERMINAL B. RE-TERMINATE NO. DATE BY I DESCRIPTION
WIRE 104 ON TERMINAL L2. TORQUE IN ACCORDANCE WITH EQUIPMENT LISTING.
1 8/21/15 RJP ADDENDUM NO. 2
FIGURE 1 POWER CONTACTOR. 5. REMOVE THE JUMPER BETWEEN TERMINAL L1 AND TERMINAL A. RE-TERMINATE 11/11/15 UV CONFORMED DOCUMENTS
1. LOOSEN THE 3 DOOR SCREWS AND OPEN THE CCR FRONT DOOR. WIRE 105 ON TERMINAL L1. TORQUE IN ACCORDANCE WITH EQUIPMENT LISTING.
2. LABEL ALL WIRING ON EXISTING CONTACTOR. RECORD LOCATION OF ALL WIRING. 6. REINSTALL ONE OF THE REMOVED JUMPERS BETWEEN TERMINAL A AND TERMINAL
B. TORQUE IN ACCORDANCE WITH EQUIPMENT LISTING.
3. LOOSEN THE WIRE RETAINING LUGS FOR WIRES 102, 103. 104 AND 105 AND
DISCONNECT THE WIRING. (SEE INTERNAL WIRING SCHEMATIC. 43A4028.DWG IN
'WIRING SCHEMATICS' ON PAGE 59 OF ADB MANUAL 96A0451 AND FIELD CONSTRUCTION DOCUMENTS
MODIFICATION SHEETS IN DRAWING PACKAGE.) REFER TO FIGURE ABOVE. COMMISSIONING
4. REMOVE WIRES 400 AND 401 FROM THE TOP CONNECTORS OF THE CONTACTOR. 1. REVIEW ALL INSTRUCTIONS AND VERIFY CORRECT WIRING. DESIGNED BY: M.A.G.
5. REMOVE WIRES 531 AND 501 FROM THE CONTACTOR COIL. CONNECTIONS ARE 2. VERIFY TORQUE OF ALL CONNECTIONS IN ACCORDANCE WITH EQUIPMENT LISTINGS. DRAWN BY: R.J.P.
ON THE BOTTOM OF THE CONTACTOR.
6. REMOVE THE 3 MOUNTING SCREWS UNTIL THE CONTACTOR IS FREE. 3. INSTALL NEW NAMEPLATE. CHECKED BY: C.S.J.II
4. REPLACE ALL COVERS.
7. REMOVE THE OLD 240 VOLT CONTACTOR AND REPLACE WITH NEW 480 VOLT
CONTACTOR. 5. FOLLOW MANUFACTURER'S START-UP
RECOMMENDED AND CALIBRATION APPROVED BY: S.S.
8. TIGHTEN THE CONTACTOR RETAINING SCREWS ON THE CONTACTOR PLATE TO PROCEDURES. DATE: TBD
LISTING REQUIREMENTS. 6. MOVE CONVERTED CCRS TO NEW VAULT AS TW C&D AND P15-33 CCRS.
9. RECONNECT WIRES 531 AND 501 TO THE CONTACTOR COIL. CONNECTIONS ARE AVCON PROJECT NO. 2014.017.01
ON THE BOTTOM OF THE CONTACTOR.
10.RECONNECT WIRES 400 AND 401 TO THE TOP CONNECTORS OF THE CONTACTOR.
11.RECONNECT WIRES FOR 102, 103, 104 AND 105 AND TIGHTEN RETAINING LUGS. SHEET NUMBER
12.TORQUE ALL CONNECTIONS IN ACCORDANCE WITH EQUIPMENT LISTINGS. E-307
,0+;1_ iaC'7oi - u AV.a.o De 90 A,0 - Vno0�1a0 r ,.,onx., 11 1/>010 I �s ,. C J
DRAWING NO. 30 OF 41
IS
--- 119"
18" O 18"
,rAVCON,INC.
18 q(JIQ�R n.9F 5[]ITF: '1�FL 32922-2779
5555 .`T A�llj
C RyUNn�k.C OF 411'IQ ON C1L� :5f15t
FN
CUSTOMER OWNED NOTES:
AND INSTALLED
SPACE FOR SECONDARY CABLES. CONDUIT TO C0NTINU0US1Y
BE EXTENED 2'ABOVE PAD WHEN USED. CONCRETE CURB 1. THE GROUND SHALL BE LEVELED AND THOROUGHLY COMPACTED BEFORE THE PAD IS
EXACT LOCATION 0FC0NDUIT TO BE
SPECIFIED BY LOCAL ENGINEER. CUSTOMER OWNED AND INSTALLED.
INSTALLED CRUSHED STONE • � HSPN E
48" TO BE 14" MINIMUM DIAMETER Fi.ORI A L o. *
7775
WHEN REQUIRED. SEE NOTE 2. THERE SHALL BE NO ABOVE GROUND OBSTRUCTIONS WITHIN 10 FEET OF THE FRONT OF . ;
#10. THE TRANSFORMER OR WITHIN 3' OF THE SIDES AND BACK. IF METERING TROUGH IS
104" so" O - 22" O LOCATED BEHIND TRANSFORMER, MINIMUM CLEARANCE BETWEEN BACK OF TRANSFORMER
AND CLOSEST PART OF TROUGH IS 6 FEET. MUtG�{W�ItYtA�1ORT
OOO
3. THE PAD IS SHOWN AS A REFERENCE AND IS INSTALLED AFTER CABLE AND CONDUIT IS
OOOO16" INSTALLED.
OOO T
4. CUT ALL CONDUITS OFF FLUSH WITH TOP OF PAD AND CAP CONDUIT.
SPACE FOR COMPANY 6" 5. SOD MAY BE REQUIRED AROUND PAD TO PREVENT SAND EROSION.
CONDUIT AND PRIMARY CABLE
6. SIDE VENTILATION SHALL BE PROVIDED IF THERE IS A WALL CONSTRUCTED AROUND THE
TRANSFORMER.
18"
7. IF THE CUSTOMER PLANS TO RUN A NUMBER OF CONDUCTORS BEYOND THE MAXIMUM NEW AIRFIELD
FRONT SIDEc /7
O ALLOWED, A JUNCTION BOX MAY BE REQUIRED FOR TERMINATION OF THE CUSTOMER'S LIGHTING VAULT
CUSTOMER OWNED AND INSTALLED TRAFFIC CONDUCTORS.
THIS SIDE OF PAD MUST HAVE A MINIMUM CLEAR WORKING BARRIERS, 8' GALVANIZED POST 6' DIAMETER
AREA OF 10' FOR FUTURE MAINTENANCE OF TRANSFORMER PLAN VIEW MINIMUM, AS NEEDED (WHEN EXPOSED TO 8, LARGER SECONDARY CABLE SHALL BE TO THE REAR OF THE PAD WITH SPARE CONDUIT
AND EQUIPMENT. ALL OTHER SIDES TO HAVE A MINIMUM VEHICLE TRAFFIC) 4' DEEP AND PAINTED YELLOW
CLEARANCE OF 3' FROM TRANSFORMER 4" TO THE FRONT. DUKE
TRANSFORMER
2" 9. CONTACT A COMPANY ENGINEERING REPRESENTATIVE FOR DETERMINATION OF NEED FOR PAD DETAIL
CRUSHED STONE, CURBING AND TRAFFIC BARRIERS. EXACT ORIENTATION OF THE
TRANSFORMER IN THE FIELD MUST BE APPROVED BY A COMPANY ENGINEERING
12' REPRESENTATIVE. ATTEN DN:
MIN THIS ON,ALL O T CONTAINS PRMLEOED AND PROPRIETARY
7„ PON USE B"Y THE INTENDED REL PIENT,AND FORA SPEC FIC PURPOSE
WTTHOUTTHE E%PRESS WRNTEN CONSENT OF A-IN,INC.ANY
CUSTOMER owNED AND INSTALLED 10. IN AREAS WHERE TRANSFORMERS ARE TO BE ELEVATED ABOVE NORMAL GRADE, DIS RIBUTION,REPRODUCTION,OR OTHER USE OF THE:DOCUFffNT,IN
WHOLE OR IN PART,IS STRICTLY PROHIBNED
CONCRETE CURB AROUND PAD /\\) FINISHED GRADE ENGINEERING DEPARTMENT MUST BE CONTACTED FOR APPROVAL OF DESIGN. GRAPHIC
SECTION A-A FINISHED PAVING SCALE:
CRUSHED STONE REVISIONS:
AROUND PAD
NO.1 DATE BY DESCRIPTION
1 B/21/15 RJP ADDENDUM NO. 2
MAX. NO. OF CONDUCTORS MAX. NO. OF CONDUIT NOTE
11/11/15 UV CONFORMED DOCUMENTS
112 SETS 750 KCM OR LESS 12, FOUR INCH PHASES TO BE MARKED WITHIN 12" OF CONDUIT
PRECAST CONCRETE MOUNTING PAD CONSTRUCTION DETAILS PRECAST CONCRETE MOUNTING PAD CONSTRUCTION DETAILS CONSTRUCTION DOCUMENTS
FOR 75 TO 300 KVA, 3 PHASE PADMOUNTED TRANSFORMERS FOR 75 TO 300 KVA, 3 PHASE PADMOUNTED TRANSFORMERS DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-306
DRAWING NO. 29 OF 41
m
�
ID MARKER NOTES:
1. CLEAN HOLE WITH WIRE BRUSH AND DRY COMPRESSED AIR IMMEDIATELY
en:-
PRIOR TO PLACING THE P-606. THE P-606 FILL TUBE SHALL BE KEPT
WITHIN 1/8" OF THE BOTTOM OF THE DRILLED HOLE DURING FILLING TO
PREVENT AIR ENTRAPMENT. INSTALL MARKER AND ROTATE 1/4 TURN.
VOLUME OF P-606 USED SHALL BE SUFFICIENT TO ALLOW A SMALL
AMOUNT TO SQUEEZE OUT EVENLY AROUND THE PERIMETER OF THE MARKER TOP. ANY OVER OR UNDER POURS SHALL BE CORRECTED
IMMEDIATELY.
2. INSTALLATION OF ID MARKERS AND ENGRAVING OF ID'S ARE INCIDENTAL TO
FIXTURE, DUCT, HANDHOLE/MANHOLE, CABLE, ETC., PAY ITEMS. TEXT FONT
SHALL BE HELVETICA MEDIUM OR ACCEPTED EQUIVALENT.
3. THE P-606 SHALL BE COMPATIBLE WITH THE TYPE OF PAVEMENT AND
ENVIRONMENT IN WHICH IT IS BEING USED. THE MARKER MAY BE PLACED
IN WET CONCRETE AS IT IS BEING INSTALLED.
11'55 E.\ ULTE_ MNERS
`` :( 2-F.4Xa�y'�599-1133
\ �oron�q/��r,utimeR:wn
BRASS MARKER BRASS MARKER BRASS MARKER
SURV-KAP #M/M-82 SURV-KAP #M/M-82 SURV-KAP #M/M-82
FLAT TOP OR FLAT TOP OR FLAT TOP OR /�/ 'yS'• '
ACCEPTED EQUIVALENT ACCEPTED EQUIVALENT ACCEPTED EQUIVALENT ••
0.375"TEXT 0.375"TEXT `" �A
0.50"TEXT TYP. SEE TYP. SEE '{
TYP.OTESEE TW B NOTE 2. G N D NOTE 2. i RID �T ORl1Z,P.E.
RID�CICET�S�E 74;75
LA ss
ROD J(�vo
,,r Yf �LLS
p
2.0625" DIA p2.0625" DIA 2.0625" DIA MUAL AIRPORT
SECTION A-A SECTION A-A SECTION A-A
N.T.S. N.T.S. N.T.S.
A A
FINISHED
SURFACE 2.25" + 25
OF PAVEMENT r+0.00"-0.0625"
B L
° NEW AIRFIELD
LIGHTING VAULT
2.625"
P-401 OR ° a ° 3.00 MIN
P-501 OR
P-610
WIRING DETAILS
0.6875"
(SHEET 2 OF 2)
NOTE 1 B
P-606 (LIQUID)
ID MARKER DETAIL FOR LIGHT SECTION B-B ATTENTION:
THIS DOCUNE:NT CONTAINS PRIVILEGED AND FROFF-RY
INFORMATION,ALL OF WHICH IS E IENESSLY PROVIDED BY AVCON,INC.,
FIXTURE, MANHOLE, ETC. N.T.S. `°YATH0UTTHEIEPRESSWNIRlEN C0HSEIFIOTROFFVCCON,ANC:ANYYSE.
DISTRIBUTION,REPRODUCTION,OR OTHER USE OF THIS DOCUMENT,IN
WHOLE OR IN PART,IS STRICTLY PROHIBITED
N.T.S.
SCALE: GRAPHIC
REVISIONS:
NO. DATE I BY DESCRIPTION
Z. 8/21/15 RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-305
DRAWING NO. 28 OF 41
FIRST: APPLY 3 LAYERS OF 2"WIDE, NOTES:
SECOND: APPLY 3 HALF LAPPED LAYERS OF 3M SCOTCH 130C LINERLESS RUBBER _
3M SCOTCH 88 OR ACCEPTED EQUIVALENT. SPLICING TAPE OR ACCEPTED 3/16" DIA. HOLE, ATTACH TO L-824 CABLE 1. L-823 CONNECTORS SHALL BE USED FOR ALL AIRFIELD LIGHTING CABLE
WHEN APPLYING 88 TAPE STRETCH TO EQUIVALENT. WHEN APPLYING 130C WITH A T&B TY-RAP CAT #TY525MX, 50 LB. TERMINATIONS. L-823 CONNECTORS SHALL BE INSTALLED IN EACH CABLE 'I
APPROXIMATELY 5/8 OF ITS ORIGINAL WIDTH TAPE STRETCH TO A MINIMUM OF 3/4 TEST OR ACCEPTED EQIUVALENT. CONNECTING TO A L-830 ISOLATION TRANSFORMER, LIGHTING FIXTURE, SIGN, WIND
TO PRODUCE A UNIFORM WIND. APPLY TAPE OF ITS ORIGINAL WIDTH TO PRODUCE A CONE, ETC. A L-823 CONNECTOR SHALL ONLY BE INSTALLED WHERE CONNECTIONS
WITH NO TENSION ON LAST WRAP TO PREVENT UNIFORM WIND. CENTER TAPE ON TO DEVICES ARE MADE. L-823 CONNECTORS SHALL NOT BE INSTALLED IN THE
FLAGGING. EXTEND TAPE 3"ON BOTH SIDES MATING SURFACES OF CONNECTOR BODY. 2" DIA 18 GAUGE STAINLESS STEEL CONDUCTORS PULLED THROUGH A BASE CAN OR HOME RUN CONDUCTORS (SUPPLY
OF CONNECTOR BODY MATING SURFACES. 6" OR RETURN) EXCEPT AT TEST POINTS AS NOTED IN THE CONTRACT DOCUMENTS.
12" 2. L-823 CONNECTORS SHALL BE INSTALLED SO A PORTION OF THE LOOP CAN BE
CABLE ID TAG, TYP. 2" 3/8"TEXT HEIGHT, HELVETICA MEDIUM OR BYPASSED. THE FEMALE RECEPTACLE SHALL ALWAYS BE CONNECTED TO THE END OF
SEE DETAIL THIS SHEET ACCEPTED EQUIVALENT FONT. SEE NOTE 6. ID THE CONDUCTOR CONNECTED TO THE Si (SUPPLY) TERMINAL OF THE CCR. THE
I V V LJ PER CONTRACT DOCUMENTS MALE PLUG SHALL ALWAYS BE CONNECTED TO THE END OF THE CONDUCTOR
CONNECTED TO THE S2 (RETURN) TERMINAL OF THE CCR.
3. THE LOCATION OF ANY ADDITIONAL CONNECTORS INSTALLED BY THE CONTRACTOR DUE
TO CABLE PULL LENGTHS OR UNIQUE FIELD CONDITIONS SHALL BE RECORDED ON THE•TW8 L-824, 1/C #77E
TVJB RECORD DRAWINGS.
CABLE AND TYPICAL L-824
4. THE CONTRACTOR SHALL FURNISH AND INSTALL AN ADDITIONAL 100 L-823
ION TYPICAL. CLEAN CABLE IN CABLE ID TAG CONNECTOR KITS AT SPECIFIC LOCATIONS AS REQUESTED BY THE OWNER. ANY OF �� C
ACCORDANCE WITH L-823 MANUFACTURER'S N.T.S. THE 100 L-823 CONNECTOR KITS REMAINING AT THE END OF THE CONTRACT AND
eyrayB ,grLA.rs
NOT INSTALLED SHALL BE TURNED OVER TO THE OWNER THROUGH THE OAR. THE �6 ac ,,nTr≥„R-oyL,"Nt ,zs,.al1�
CONNECTOR NOTES: INSTRUCTIONS 100 L-823 CONNECTORS ARE IN ADDITION TO ANY AND ALL CONNECTORS REQUIRED
i. COORDINATE CABLE O.D. WITH CONNECTOR TYPICAL L-824(5 kV) CABLE L-823 FOR CONSTRUCTION OR MAINTENANCE OF THE AIRFIELD LIGHTING SYSTEMS. THE COST �„!"'.'•'''E A%- limes i�
OF THE CONNECTORS IS INCIDENTAL TO THE L-108 CABLE PAY ITEM. w
2. DO NOTKIT TOAUSEREHEATPROPER AND SHRIN T UBNG�ROR TAPE CONNECTOR DETAIL
5. EACH END OF A CONDUCTOR WITH A L-623 CONNECTOR SHALL HAVE THREE FEET OF
ON THE SECONDARY OF THE L-830 SLACK IN EACH BASE CAN (6 FEET TOTAL WHEN CONNECTED). A CONDUCTOR
TRANSFORMER ON ELEVATED FIXTURES. N.T.S. • // -`
3. INSTALL TWO HALF-LAPPED LAYERS OF SCOTCH WITHOUT A L-823 CONNECTOR SHALL HAVE SIX FEET OF SLACK COILED IN THE BASE
88 OVER THE CONNECTOR ON SEMIFLUSHCAN :
FIXTURES. TO L-830 TO
TRANSFORMER FIXTURE 6. ALL L-824 CABLES SHALL BE IDENTIFIED WITH AN 18-GAUGE, 2" DIAMETER STAINLESS �^ �+/ . 1
STEEL ID TAG ENGRAVED OR LASER ETCHED WITH ITS RESPECTIVE CIRCUIT/LOOP Z• ^C`,O�'
NUMBER AT ALL ACCESSIBLE LOCATIONS. ACCESSIBLE LOCATIONS ARE DEFINED IN THE �IY�ER1:
!� /'ter NEC. ATTACH ID TAG 12 INCHES FROM THE L-823 CONNECTORS. CABLES SHALL BE ATEN 47
IDENTIFIED ON EACH SIDE OF A CONNECTOR IN ACCORDANCE WITH THE CONTRACT L-823 PLUG AND RECEPTACLE DOCUMENTS. WHERE NO CONNECTORS ARE INSTALLED, INSTALL TWO CABLE ID TAGS.
ONE ON EACH SIDE OF WHERE A FUTURE CONNECTOR WOULD BE INSTALLED.
TYPICAL L-824 SECONDARY CABLE CIRCUIT/LOOP NUMBERS SHALL BE ENGRAVED OR LASER ETCHED AND BLACK FILLED
INTO THE STAINLESS STEEL TAGS WITH. 3/8" LETTER HEIGHT, HELVETICA MEDIUM OR
CONNECTOR DETAIL ACCEPTED EQUIVALENT FONT. THE CONTRACTOR'S SUBMITTAL SHALL INCLUDE ID TAGS ZEPHYRHILLS
STAMPED WITH THE CHARACTERS C
N.T.S. WILL REQUIRE RESUBMITTTAL OFT E UNACCEPTABLE ID TAGS PRIOR TO CONSTRUCTION MUNICIPAL AIRPORT
BEGINNING. ONCE THE TAGS ARE ACCEPTED, THE OAR WILL USE THEM AS A BASIS
ISOLATION TRANSFORMER OF ACCEPTANCE FOR THE FIELD INSTALLED ID TAGS.
7. FURNISHING AND INSTALLING ALL L-823 CONNECTORS, TAPE, STAINLESS STEEL ID
INTERFIXTURE LEAD TAGS, NUMBERED L-824 CABLE. TY-RAPS, AND ALL APPURTENANCES ARE INCIDENTAL
#3 (4) SEE NOTE t0 TO THE RESPECTIVE CABLE PAY ITEM OF WHICH IT IS A COMPONENT PART.
CABLE ID TAG TYP i- "' 8. ALL BASE CAN AND DUCT BANK COUNTERPOISE CONDUCTORS SHALL BE BONDED AT
TBC1-005 L-823 EACH CROSSING OF THE GROUND GRID AND SHALL BE BONDED TO A DRIVEN
GROUND LUG TYP I CONNECTOR GROUND ROD AT 500' MAXIMUM INTERVALS.
TBC1-003 FIXTURE ID TYP 9. EACH GROUND ROD SHALL MEASURE 10 OHMS OR LESS. PRIOR TO CONNECTION TO
FIXTURE TBC1-007 ISOLATION TRANSFORMER TYP MALE FEMALE THE GROUND SYSTEM. ADDITIONAL GROUND ROD SECTIONS SHALL BE ADDED TO
SIZE PER MANUFACTURERS' - OBTAIN THE 10 OHM VALUE.
RECOMMENDATIONS
TO FIXTURES-j L-824 CABLES i,TO VAULT OR
FIXTURES NEW AIRFIELD
TBC1-001 TBCi-009 LIGHT BASE TYP CCR SUPPLY LEAD S1-
#1 (2) SEE NOTE 10 FEMALE MALE _ LIGHTING VAULT
p019
I RPOISEL-823
LT L-824CABLES L - - CONNECTORGROISEM TBC1-011TBC1-01sTYPICAL L-823_ WIRING DETAILS
CONNECTOR SCHEMATIC (SHEET 1 OF 2)
CONSTANT017 CURRENT TO N.T.S.
TBCI-013 REGULATOR CONTROL
SYSTEM -ENTIONG
INFORfMNON,ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON,INC.,
FOR USE BY THE INTENDED RECIPIENT,AND FORA SPECIFIC PURPOSE.
NOTE: DIB ROUT THE EXPRESS WRRTEN CONSENT OF AVCON,LNG ANY
TRIBu OF THIS DOCUMENT,IN
WMOLEOR IN FART,LS STRICTLY PROHIBITED
1. L-823 CONNECTORS NOT SHOWN FOR CLARI1Y
CCR RETURN LEAD S2-
# 5 (6) SEE NOTE 10 SCALE: GRAPHIC
TYPICAL SERIES LIGHTING CIRCUIT REVISIONS:
N.T.S. NO. DATE BY I DESCRIPTION
FROM CCR
Si S2 1 8/21/15 RJP I ADDENDUM NO. 2
SEE NOTE BELOW *TAPE L-823 CONNECTORS PER DETAIL DO NOT TAPE 11/11/15 UV CONFORMED DOCUMENTS
OR HEAT SHRINK CONNECTIONS ON SECONDARY OF TWB SEE CABLE
L-830 ISOLATION TRANSFORMERS ON ELEVATED ID TAG THIS SHEET TYP
\J, FIXTURES. INSTALL TWO HALF-LAPPED LAYERS OF
SCOTCH 88 OVER THE CONNECTOR ON SEMIFLUSH
FIXTURES.
SUPPLY CONDUCTOR RETURN CONDUCTOR CONSTRUCTION DOCUMENTS
L-823 L-823 '\J"
DESIGNED BY: M.A.G.
CONNECTOR CONNECTOR DRAWN BY: R.J.P.
TO LIGHTING LOOPS _FEMALE TYP MALE TYP _ TO LIGHTING LOOPS CHECKED BY: C.S.J.II
APPROVED BY: S.S.
L-824 CABLE TYP'"INTERFIXTURE DATE: TBD
L-823-CONNECTOR TYP
L-830 TRANSFORMER R/W - T/W CIRCUIT
TYPICAL L-824 CABLE TAGGING AND L-823 AVCON PROJECT NO. 2014.017.01
LIGHTING CONNECTION SCHEMATIC CONNECTOR INSTALLATION SEE NOTES SHEET NUMBER
N.T.S.
N.T.S.
E-304
V, '4`.,2Uir._pi J_Ot - H YauR AVA, 'i_w��,2ni 4_C?'_OI - GAOD'114D {} :t awy i f'i f2r345 a 11 FV
DRAWING NO. 27 OF 41
RECESSED
.5"THICK GALVANIZED STEEL STAINLESS STEEL BOLTS
BLANK COVER WITH 1 1/8"DIA
COUNTERBORE FOR BOLTS THE BASE CAN COVER MOUNTING BOLTS SHALL EXTEND THRU THE
BASE CAN MOUNTING FLANGE INTO THE BASE CAN A MIN. OF 0.5.
THE BOLTS SHALL HAVE ENOUGH THREAD LENGTH SO THEY DO
____ //
NOT SHOULDER OUT BEFORE THE FIXTURE IS SECURELY TIGHTENED.
ALL BOLTING HARDWARE SHALL BE STAINLESS STEEL AND
GASKET INSTALLED WITH ANTI—SIEZE COMPOUND. Aik '
2 — EXTERNAL GROUND STRAPS , HI NjT SUITE NE •R�2922-2]T9
•pAda--.t S13s•agz-ai
INTERNAL 40"DIAMETER = D CAN " ,�(ryTo �o -1risos'I
GROUND
STRAP 24" • �' �'
2"OR 4 SCHED 40 PVC - _ • _
AS REQUIRED BY PLANS
TOP OF 1/2"THICK GALVANIZED STEEL BLANK _ • A�
COVER (INCLUDING GASKET THICKNESS) SHALL V
4BE BE FLUSH WITH THE CONCRETE ENCASEMENT. �. • +�1"� - •.
BOLTS SHALL BE RECESSED WITHIN COVER O/�
�w •
COUNTER BORE •
__ -___
_________ ______________ I ••�O
ID MARKER SEE DETAIL 1/2"THICK GALVANIZED STEEL • aT 0�71Z, .
BLANK COVER WITH 1 1/8" �` V • ____I LGE_1S 0.7 5
2.5" COUNTER BORE FOR BOLTS,
HAND TROWEL STAINLESS STEEL BOLTS 4*/ ✓ EUGti
SUP FffTER/ TOOLED EDGE FINISH P-610 AND GASKET FINISHED GRADE / 1
RUBBER GROMMET T TREADED HUB 1•MAX 1 !!tt
FOR DRAIN CONDUIT WITH ,5• till
RUBBER GROMMET TREADED HUB RHILLS
PLUG INSTALLED. _ MUNICIPAL AIRPORT
TYPICAL L-867D BASE CAN AND
COMPONENTS
��V';'.� • 6;oL= EARTH
N.T.S. I - A;
8.00' '
DETECTABLE TAPE ' • • /
-12"TYP. 18"
° •, - + .. ` MIN
2-EXTERNAL NEW AIRFIELD
#2 BARE SOLID COPPER COUNTERPOISE GROUNSSO
1-INTERNAL LIGHTING VAULT
GROUND
6 END BELL
2"OR 4"SCHED 40 PVC ..
AS REQUIRED BY PLANS %\� w_ BASE CAN
MIN DETAIL
J ariET
° i THIS DOCE.I.0 ANraINEXPRES CEP—DEOPR1—ON
• + j %ALL OFWHIENISIPIENT NDFORVIDEDBVaVOONOSE.,
- ' - FOR USETO TIE NTENDED RECIPIENT,aNDFORa3P N,IN URPO3E
5 > HOUT TIE PRO UC ION,ORN OONSENTOF aVOON,ICUNI NV
' ° , OISTA EUTH)V,H_OR IN PAR,OR OTHERUSPROHI SDOOUN£NT,IN
4"SAND ENVELOPE. ALL ° z ^ '
NeRm
MATERIAL PASSING A 1/4j� _ _ .' ' . 6•` ,
SIEVE BEDDING.Ti?.
P-610 BASE SCALE: GRAPHIC
CAN ANCHOR I REVISIONS:
NO. DATE I BY DESCRIPTION
<� �s` T7g'�' •; 1 8/21 15 RJP ADDENDUM NO. 2
SUP/FIRER RUBBER GROMMET �\ ?�' % a / ;5 '� � ' c..- ' c ('`y'. e 11/11/15 IN CONFORMED DOCUMENTS
12"THICK, 36"DIAMETER MINIMUM LAYER OF DOT 57 /\ , i,�,c ✓ {.1 Y =c..�r,,t 1 i�„'` k n.,.(� '✓, f Ate' \\.
a .
STONE BEDDING WRAPPED IN FILTER FABRIC. ADD j '"`p-: � , Y{ 1; 'g�'"�� �'""-'"��` ' ^"� ✓">/" °t"Y f"'}t`T �
STONE AND COMPACT UNTIL STONE IS LEVEL AND AT
PROPER ELEVATION FOR BASE CAN PLUGGED 1"DRAIN
CONSTRUCTION DOCUMENTS
TYPICAL INSTALLATION DETAIL FOR L-867D DESIGNED BY: M.A.G.
BASE CAN IN TURF - DIRECT BURIED
DRAWN BY: R.J.P.
CONDUIT
CHECKED BY: C.S.J.II
N.T.S.
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-303
.. V:l?p5{%,\e01�.6t — 7'H Vaui iq Ltw;c ..14_tlt J,b :'0\a01 SC S03 CN ?17/2015 1.19:09 Pk'
DRAWING NO. 26 OF 41
EXOTHERMIC CONNECTION.
•
SEE NOTES 6 & 7 TYPICAL
SHEET NOTES:
1. 6 CAN L-867D JUNCTION CAN PLAZA SHOWN FOR
INFORMATION ONLY, NUMBER AND SIZE OF JUNCTION CANS
/ AND CONDUIT CONFIGURATIONS VARY.
/ 2. CONTRACTOR SHALL RE-LABEL 2" DIA BRONZE MARKER AT
/ EACH JUNCTION CAN WITH CIRCUIT I.D. MARKER SHALL BE
#2 AWG SOLID COPPER
® eNAY STtA}zvE f
29"TYP. STAMPED IF JUNCTION CAN IS UTILIZED WITH CIRCUIT azs�axaaF sm-II' ms��
+1♦ f
III ss�lRnnc ,.TmEz ow.np�yte z-nfr
COUNTERPOISE CONNECTED X \ IDENTIFICATION AS SHOWN ON AIRFIELD CIRCUITING PLAN
SHEETS, OTHERWISE LEAVE MARKER BLANK. ,q��,
TO EACH BASE CAN. / - R,.. •
3. CONTRACTOR SHALL PROVIDE CABLE CIRCUIT IDENTIFICATION "" 7
\ MARKERS ATTACHED TO EACH NEW CABLE IN JUNCTION CANS,
/ I I \ SEE CABLE IDENTIFICATION REQUIREMENTS. _7 ttt rrQy
4. TRANSITION FROM MULTI-WAY CONDUIT TRENCH TO JUNCTION '1} <
CAN PLAZAS REQUIRES DISTRIBUTION OF RESPECTIVE DUCT TO t,r +T
EACH JUNCTION CAN. CONTRACTOR SHALL LIMIT CONDUIT O r
21-2.79 / � I I - // �
\ BENDS TO 30 DEGREES MAXIMUM. Irk OF ..
/ — — — — — i 'f Gf466a f l .ç: Z
j F DR1J� .74 7fi
/ M (
°
ZEPFiYl�f-IILLS
6 / / °- / MUNICIPAL AIRPORT
II / 13.10
38" / °- J L I I / TYP.
/ / -� � •/0 - - - :o 11 /
II
1" CHAMFER _ — — — — rJ 19 TYP.
EDGE.
• ( / 2" SCHEDULE 40 PVC
- - -0- L / FOR L-687D BASE CAN.
- -
NEW AIRFIELD
I I / LIGHTING VAULT
COMPACTED DOT #57 STONE WRAPPED
IN MIRAFI #160N GEOTEXTILE FABRIC
38" I I / OR ACCEPTED EQUIVALENT.
/ I I / 3' 1W. JUNCTION CAN
PLAZA DETAIL
77" I I BASE CAN FIXTURE ID
l� / MARKER, MARKED WITH
CIRCUIT ID. NOTE 4.
ATTETmON:
TNIS DOCUM1£NT CONTAINS PRIVILEGED AND PROPRIETARY
/ FORMATION,ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON.INC.,
1O" 10 TYP. YTHEINTENOEDR�U ENT,ANDFORASPECIFICPURPOSE.
TYP. DISTRIBU N,EPRODUCTION,OR OTNER USE OF THIS DOCUNENT,IN
#2 AWG SOUL) COPPER ESS ORT,ISSTONSENT OF AVCON,INC.ANY
TIO WNOLEOR IN PART,IS STRICTLY PROHIBITED
COUNTERPOISE 36" DEEP.
SEE NOTE 7 SCALE: GRAPHIC
L-867D BASE CAN WITH 3/8"GALVANIZED STEEL BLANK COVER. -
BASE CANS FURNISHED WITH INTERNAL AND EXTERNAL GROUND REVISIONS:
LUG. NO. DATE I BY I DESCRIPTION
8/21/15 RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
EXOTHERMIC CONNECTION.
CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
EXISTING L-867D JUNCTION CAN PLAZA-6 CAN
AVCON PROJECT NO. 2014.017.01
N.T.S.
SHEET NUMBER
E-302
=;IliVc., .,,,zu, - �.,II a ,W.z U xs�gntizoln_nrr.cl —cnoo�szc .}. -, r,•zels I laso P
DRAWING NO. 25 OF 41
6"WIDE DETECTABLE TAPE
SEE
SODDING TO BE INSTALL A DETECTABLE 3"WIDE
INCIDENTAL TO COMPACTED BACKFILL-95R OR MORE EXISTING CONDUIT
CONDUIT INSTALLATION OF MODIFIED PROCTOR DENSTIY SODDING TO BE 2 AWG. SOLID COPPER TAPE, B" BELOW GRADE,ABOVE
INCIDENTAL TO 6"WIDE DETECTABLE TAPE COUNTERPOISE. ALL PORTIONS OF CONDUIT NOT
(1JiJ ] 1
CONDUIT INSTALLATION SEE L-110. EXTEND AS REQUIRED INSTALLED UNDER AIRFIELD
FINISHED GRADE (2)2 AWG BARE SOLID
PAVEMENT, SEE L-110.
COPPER COUNTERPOISE WIRE
FINISHED GRADE #2 AWG BARE SOLID SLIP FITTER/RUBBER
COPPER COUNTERPOISE GROMMET. PAVEMENT A RESTORATION/REPAIR
-
I�//� DETAIL
1 OR
V'� I i// . 8.00" - -24.00" MIN. �_ -
/ � ! C � - - 2" SCHED.
1 1/4"
COMPACTED BACKFILL-95% '�` 22.00" - Iii P-610 ENVELOPE TYP.�
8.00"
^.i 3.00" MIN. OR MORE OF MODIFIED ��� _
\/� i/Il, 3.00" r ( ( ; -
PROCTOR DENSITY r, _
•// /
`7 ��7S�tdaFl yix< u3a
D F �A ��'f� � z 1/z A
GROUT
4.00 MIN. -. f� ..F I 3.00" MIN. - ��
BACKFILL WITH NATIVE v
SOILS /^.
BACKFlLL WITH NATIVE SOILS
IL SCHEDULE 40 PVC, 1W. 4.00" MIN.
4" SCHEDULE 3.00"� 3.00" MIN.
1 USE 5"
40 PVC, 1W. . DIAMETER CORE DRILL TO PENETRATE BASE CAN ANCHOR. � RTI BP.E. '
V`\ 4.00" 4.00" E N 477i�
BACKFiLL WITH NATIVE SOILS MIN. MIN.
1 WAY 2" DUCT DIRECT BURIED Z GALVANIZED IZEDESU SURFACES FROM DAMAGE.
.USE 2.75" DIAMETER HOLE SAW TO CUT HOLE
0.�P PROTECT EXISTING CABLES,ECAN. REPAIR DAMAGED ' �Iffu
3.00" 3.00 3.00" 3.00" '
MIN. MIN. MIN. MIN. IN TURFED AREAS ZEFHYRHILLS
3.TERMINATE CONDUIT IN BASE CAN UTILIZING AN ENDBELL AND SUP MUNICIPAL AIRPORT
N.T.S. FITTER/RUBBER GROMMET.
4.GROUT SHALL CONSIST OF ONE PART PORTLAND CEMENT AND TWO PARTS
SAND6 WAY 2" DUCT BANK ASTM'C 150 THE PORTLAND CEMENT TYPE 1. THE SAND SHALL CONFORM TO THE REQUIREMENTS OF
DIRECT BURIED IN TURFED AREAS OPENING.
C 144. GROUT SHALL BE COMPLETELY CONSOLIDATED AROUND CONDUIT
N.T.S. 6.THIS WORK IS INCIDENTAL TO THE CONDUIT/DUCT PAY ITEM.
EXTENDING DUCT/CONDUIT FROM EXISTING BASE CAN
N.T.S.
NEW AIRFIELD
2'-O" LIGHTING VAULT
3-
4 REBAR SAWCUT CLEAN EDGE SI-TALL BE SCHEDLE 40EXOTHERMIC CONNECTION SPLICING NEW PVC TO EXISTING PVC - THE COUPLINGS
4" 2' CONDUITS - THEUCOUPLINGS SHALLIBE TAPERED FORR PVCDUCT BANK
U/�� C. SPUCNG EXISTING FIBE
CADWELD SPLICE AND EXTEND 2 AND NON—TAPERED FOR FIBER. NOTES: DETAILS
■V_ AWG SOLID CU. COUNTERPOISE
2'-0" WIRE
A �� A I. GRADING, SODDING, AREA RESTORATION. AND
DEWATERING FOR THE INSTALLATION OF BASE
CANS, MANHOLES. DUCT BANKS OR CONDUITS IS anExnox:
NO---SIZE--- 6" COLLAR TYPICAL ALL AROUND INCIDENTAL TO THE RESPECTIVE PAY ITEM. THE THISDOcmti3NTCONTAINSPw�LECEDANDPROPRIEraRY
AND EXTENDING TWO FEET ON LLOFWHICH IS E%PRESBLV PROVIDED BY AVCON,INC.,
CONTRACTOR SHALL BE RESPONSIBLE TO PAY FOR RECIPIENT,ANOFORABPECIFN:PURPOBE.
EACH SIDE OF DUCT SPLICE FORNUrtHTIONNNEIE%PRE%ON,OR CON3ENTOFAVCOx,ICC T
AND OBTAIN ANY AND ALL PERMITS REQUIRED DISTRIeunox,REPRODOCTION,oxoTNERuseoFTHlsDocua,ENr,m
" n g FOR DEWATERING, wxoLE OR IN PART,IB STRICnY PROHIBITED
CARLON SPLIT DUCT OR ACCEPTED EQUIVALENT 2. ALL DUCTS SHALL BE SECURELY FASTENED IN SCALE: GRAPHIC
THE LETTERS SHALL BE 4" HIGH AND 3"WIDE PLACE DURING CONSTRUCTION AND PROGRESS OF
WITH A 1/2"WIDE AND 1 2" DEEP STROKE. NO SHALL BE USED WHERE EXISTING CABLES MUST THE WORK AND SHALL BE PLUGGED TO PREVENT
/ REMAIN OPERATIONAL REVISIONS:
HAND LETTERING IS ALLOWED. _ SEEPAGE OF GROUT, WATER OR DIRT. ANY DUCT
+1/2" -0" t SECTION HAVING A DEFECTIVE JOINT SHALL NOT NO. DATE BY DESCRIPTION
FINISHED CHIP AWAY EXISTINGAND INSTALL COUPUNG
CONCRETE BE INSTALLED. DUCTS SHALL BE SUPPORTED i g/yt/15 RJP ADDENDUM N0. 2
PAINT WITH VALDURA,VALCOTE ENAMEL (COLOR / GRADE SUFFICIENTLY TO REMOVE END BELL AND SPACED APART USING APPROVED SPACERS
19—Y-16S ALERT ORANGE) OR APPROVED �,, 6" COLLAR ALL AROUND. THE EARTH UNDER THE SPLICE AT INTERVALS NOT TO EXCEED 5 FEET. 11/11/15I_j W CONFORMED DOCUMENS
EQUIVALENT. WI_I
HA_ SLL BE COMPACTED TO 100% AND THE COLLAR
A �/ a ��� EXTENDED TO THE BOTTOM OF THE TRENCH SEE ITEM 3. ALL CONSTRUCTION JOINTS IN CONCRETE ENCASED I_I
��/\ P_152 DUCTS SHALL HAVE STEEL DOWELS, SPACED ASII
1 TO i CHAMFER TYPICAL �:�;% `. 4 REBAR 3'-O" LONG 12" O.C. TOP SHOWN AND INSTALLED AT THE JOINT. THE
AND BOTTOM OF DUCT BANK MIN. 4 PER DOWELS SHALL BE SIZED AS NOTED IN DETAILS.
SPLICE THE DEFORMED STEEL REINFORCING BARS, CONSTRUCTION DOCUMENTS
SHALL BE 24" LONG. WITH 1/2 OF THE LENGTH
EMBEDDED IN THE PLASTIC CONCRETE THAT IS
CONSTRUCTED INITIALLY. DESIGNED BY: M.A.G.
EXISTING DUCT NEW DUCT EXTENSION
4. DIRECTIONAL BORED DUCTS SHALL BE INSTALLED DRAWN BY: R.J.P.
\ / SECTION A-A BELOW THE PAVING SUBGRADE AND EXISTING
TYPICAL DUCT SPLICE/EXTENSION UTILITIES. DIRECTIONAL BORING IS REQUIRED FOR CHECKED BY: C.S.J.II
N.T.S. ALL DUCTS UNDER EXISTING PAVEMENT THAT IS
A N.T.S. NOT SCHEDULED FOR MILLING OPERATIONS. THE APPROVED BY: S.S.
ADDITIONAL COST FOR DIRECTIONAL BORING SHALL
MARKERS SHALL BE IN ACCORDANCE WITH FM-SO-STD-71 BE INCIDENTAL TO THE RESPECTIVE DATE: TBD
DUCT/CONDUIT PAY ITEM.
END OF DUCT/CABLE MARKER DETAIL AVCON PROJECT NO. 2014.017.01
N.T.S.
SHEET NUMBER
E-301
.. v•zor�\ .., ;�veil&NAVAio Ile, a .--31).01 -CADDV401 oz 10,a„ .,/zcv 1163' :,�.
DRAWING NO. 24 OF 41
ELECTRICAL DATA 480/277. 30. 4W MD P FULL NEUTRAL
PANEL TYPE EATON PRL3A PANEL
MOUNTING SURFACE MAIN 400A MCB GROUND BUS
HINGE DOOR
ENCLOSURE NEMA 1 KEY DOOR LATCH
WIRE AMPS AMPS WIRE
KVA KVA KVA COND CIR CIR COND KVA KVA KVA IDENTIFICATION
IDENTIFICATION A B C SIZE SIZE TRIP NO PHASE NO TRIP SIZE SIZE A B C
AWG C.B. A B C C.B. AWG
SURGE PROTECTION DEVICE (SPD) 0.1 1 —o 2 6.96 ,;
/ PAPA
SSI MODEL SDL
0.1 —1/2" 8 30 3 —o 0— 4 40 6 1-1 2 6.96
0.1 5 g 6.96 FUTURE PAPA
RW 5-23 5.28 =: 7 —o 40 6 1-1/2
—1/2' 8 30 8 6.96
5.28 9 o— 10 13.92 TWA
RW 1-19 a° 13.92 11 0— 12 80 2 1-1/2 13.92 � l�I � �' •
2 - iy 'i•RP��14,e ?n °0IyIyIyszaszn�s
13.92 13 — 0 TWB 14 5.28 E I vF oNsos
HSB 0 15 —o 16 / 5.28 ,•• :'""
—1/2" 4 50
0 17 o— 18 5.28 SPARE � M�
FUTURE OCR 6.96 19 —o 20 30 8 1-1/2 5.28 : w
L
—1/2' 6 40 ..
8.96 21 —° 22 100 4 2" 9.0 Ti ,�'
HVAC 6.0 23 24 9.0
♦ • f�G�6L�RT� IZ,P, ..
6.0 —1/2" 8 25 25 — F,L LICENSE N S75
26 w
6.0 27 —6 28 SPACE � . .,
U
SPACE 29 32 SPACE
SPACE _ !�,``•'.ytYT Ert^1NLi; �'�'
SPACE f
ORFiY
SPACE 33 34 SPACE MUNICI1AL AIRPORT
SPACE m 35 36
1' SPACE
SPACE a"�°;. 37 38 SPACE
SPACE 39 40 SPACE -
SPACE 41 42 SPACE
32.26 18.34 20.02 KVA PHASE 24.48 35.16 35.16 KVA
A B C
56.74 53.5 55.36 KVA
42KAIC ® 480V RATED
TOTAL CONNECTED KVA 164.9 AMPS 198
COPPER BUS, BOLT ON BREAKERS
TOTAL DEMAND KVA 184.9 AMPS 198
NEW AIRFIELD
PROPOSED MAIN DISTRIBUTION PANEL(MDP) LIGHTING VAULT
ELECTRICAL DATA 120/240V. 10. 3W. W/G /� FULL NEUTRAL ®
PANEL TYPE EATON PRLIA SUB-PANEL ^ GROUND BUS PROPOSED
MOUNTING SURFACE MAIN 130 AMP MCB HINGE DOOR ® VAULT PANEL
ENCLOSURE NEMA 1
FED FROM Ti KEY DOOR LATCH ® SCHEDULES
WIRE AMPS AMPS WIRE
KVA KVA COND CIR CIR COND KVA KVA
IDENTIFICATION A B SIZE SIZE TRIP NO PHASE NO TRIP SIZE SIZE A B IDENTIFICATION
AWG C.B. A B C.B. AWG ENnoN:
Nr TNISDOCUN NTCONTAINSPRIVILEGEDANDPROPRIEFARY
0.1 t 1 2 INFORNWTION,ALL OF WHICH IS EXPRESSLY PROVIDED SY AVfAN,INC.,
20 10 3/4" 1.1 BEACON FOR USE SY THE INTENDED RECD'IENT,AND FOR A SPECIFIC PURPOSE.
SPD 3/4" 10 30 WITHOUTTHEEXPRESSWRRI£NCONSENTOFAVCON,INC.ANY
-O �� 3 DISTRISU-N,REPRODUCTION,OROTNERUSEOFTHISDOC-NT,IN
0.1 3
4 20 10 3/4' 0.1 WIND GONE WHOLEORINPART,ISSTRICTLYPROH111-
LIGHTING CONTROL TIMER 0.1 3/4" 10 20 5 -o o- 6 20 10 1" 0.2 GENERATOR PANEL
SCALE: GRAPHIC
SPARE 31.53/4' 10 20 7 -o s- 8 20 10 3/4" -- SPACE REVISIONS:
INTERIOR RECEPTACLES 3/4' 10 20 9 -o o- 10 20 10 3/4" -- SPACE NO. DATE BY DESCRIPTION
EXTERIOR RECEPTACLES GFCI3/4' 10 20 11 -o 0- 12 20 10 3/4" 1.5 L-854 RADIO RECIEVER 8/21/15 RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
INTERIOR LIGHTING (A) 3/4" 10 20 13 -00 o- 142.545 6 1" SPARE
EXTERIOR LIGHTING 3/4" 10 20 15 -o 000•- 16 2.5
INTERIOR LIGHTING (B) 0.9 3/4" 10 20 17 0 0 18 SPACE
CONSTRUCTION DOCUMENTS
SPACE 19 20 SPACE
SPACE 21 0 22 SPACE DESIGNED BY: M.A.G.
SPACE 23 0 24 SPACE DRAWN BY: R.J.P.
3.7 2.8 KVA PHASE 3.8 4.1 KVA CHECKED BY: C.S.J.II
A B
APPROVED BY: S.S.
7.5 6.9 KVA
18KAIC 0 240V RATED TOTAL CONNECTED KVA 14.4 AMPS 60 DATE: TBD
TOTAL DEMAND (CONNECTED X 1.25) KVA 18 AMPS 75
COPPER BUS, BOLT ON BREAKERS AVCON PROJECT NO. 2014.017.01
PROPOSED SUBPANEL A
SHEET NUMBER
E-212
V1'l."}l'LCi a.6i J_0t I Vauit }ti Jes gn\2>' a^12.01 .,p.,.^. rCi 102 d.«q tJ ;^Ot0 1 i8:20 Pt
DRAWING NO. 23 OF 41
TABLE I 480V CCR ELECTRICAL DATA VOLTAGE DROP CALCULATIONS NOTES:CCR LOAD KVA AMPS CB WIRE CONDUIT ALL CALCULATIONS CONSIDER HORIZONTAL DISTANCE+8'UP ON EACH END 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH NFPA 70. 18. PROVIDE INTERCONNECTING CONDUIT AND CABLE FOR BATTERY ( '.
NATIONAL ELECTRIC CODE 2014. CHARGER. BATTERIES, GENERATOR/SWITCHGEAR MONITORING/CONTROL,
7.5 10.56 22 30 8 1-1/2` 2KIL (2)(12.9)(58)(57) ECT. AS SHOWN ON PANEL SCHEDULE AND AS REQUIRED FOR PROPER
FARTHEST 20KW CCR FOR: (RW1-19)= KI - 49750 VD=3.25v=0.7% 2. ALL SERVICE AND DISTRIBUTION EQUIPMENT SHALL COMPLY WITH NFPA EQUIPMENT FUNCTION AND OPERATION. ALL INTERCONNECTING WIRING
70, NATIONAL ELECTRICAL CODE (NEC),AND SPECIFICALLY ARTICLES AND CONDUIT IS NOT SHOWN SINCE THIS TASK WILL VARY WITH
10 13.92 29 40 6 1-1/2` 110.9 AND 110.10 AND SHALL HAVE A MINIMUM UL LISTED VENDOR SELECTED BY THE CONTRACTOR.
2KIL __(2)(12.9)(29)(57) INTEGRATED SHORT CIRCUIT RATING OF THE UPSTREAM DISTRIBUTION
FARTHEST 10KW CCR FOR: (ALL OTHERS)= CM 16,510 VD=2.58v=0.5% EQUIPMENT, OR VALUE AS NOTED IN THE CONTRACT DOCUMENTS, OR 19. INSTALL PHENOLIC NAMEPLATES IN ACCORDANCE WITH SPECIFICATIONS
15 20.64 43 50 4 1-1/2" AS CALCULATED BY THE SHORT CIRCUIT/COORDINATION/ARC-FLASH AND OSHA REQUIREMENTS. NAMEPLATES SHALL ADEQUATELY DESCRIBE
2KIL (2)(12.9)(22)(57) HAZARD ANALYSIS. WHICHEVER VALUE IS GREATER. THE FUNCTION OF THE PARTICULAR EQUIPMENT INVOLVED. WHERE
FARTHEST 7.5KW CCR FOR: (ALL OTHERS)_ = VD=1.96v=O.4% NAMEPLATES ARE DETAILED IN THE CONTRACT DOCUMENTS.
20 27.84 58 80 2 1-1/2" CM 16.510 3. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL RECOMMENDED INSCRIPTION AND SIZE OF LETTERS SHALL BE AS SHOWN. NAMEPLATES
OVERCURRENT PROTECTION AND SHORT CIRCUIT PROTECTION REQUIRED FOR PANELBOARDS AND SWITCHBOARDS SHALL INCLUDE THE PANEL
BY THE NEC, EQUIPMENT MANUFACTURERS AND THESE DOCUMENTS DESIGNATION, PANEL NAME, SOURCE(S) OF POWER AND VOLTAGE AND1*
FARTHEST UTILITY/GENERATOR FEEDER: = C 2KVD = (399.300)(4.8V) L185.7 AND SPECIFICATION. THE OVERCURRENT PROTECTION SHALL BE SIZED PHASE OF THE SUPPLY. FOR EXAMPLE, "EQUIP YY, PANEL A. FED
(2)(12.9)(400) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND FROM PANEL XYZ, 480/277V, 3-PHASE. 4-WIRE."THE UNIQUE NAME
THE NEC. OF A PARTICULAR PIECE OF EQUIPMENT SHALL BE USED
MAXIMUM DISTANCE FROM UTILITY TRANSFORMER/GENERATOR TO MDP = 186. CONSISTENTLY ON ALL NAMEPLATES REFERENCING THAT PARTICULAR
CONTRACTOR SHALL UPSIZE CONDUCTORS ACCORDINGLY IF DISTANCE IS GREATER THAN 186. 4. SEE PANEL SCHEDULE FOR CONDUCTOR AND CONDUIT SIZE NOT PIECE OF EQUIPMENT. EQUIPMENT NAME/NUMBERS UTILIZED SHALL BE
PROVIDED ON THIS SHEET. CONSISTENT THROUGHOUT THE ENTIRE SYSTEM. WHEN EQUIPMENT HAS
MULTIPLE SOURCES OF POWER, ALL SOURCES OF POWER SHALL A �. zoo FL fJ4 zns
5. ALL MATERIALS, EQUIPMENT AND INSTALLATION SHALL COMPLY AND APPEAR ON THE NAMEPLATE. POWER SOURCE DESCRIPTIONS SHALL
SHALL BE FABRICATED IN ACCORDANCE WITH CURRENT LOCAL UTILITY C AT�BOV Aun14.�zn oy4 mEef'josT
NEW AIRFIELD LIGHTING VAULT CONTAIN AS A MINIMUM THE INFORMATION LISTED ABOVE. NAMEPLATES �'-'
COMPANY REQUIREMENTS AND SPECIFICATIONS. ALL MATERIALS SHALL
PAD MOUNT TRANSFORMER. SHALL INCLUDE IP EN A UM MINIMUM THE FOLLOWING. i
BE SUBMITTED TO THE ARCHITECT FOR REVIEW. A. EQUIPMENT NUMBER
I I CONTRACTOR SHALL COORDINATE WITH DUKE B. EQUIPMENT NAME • O
ENERGY; PROVIDE NEW TRANSFORMER PAD IF 6. COORDINATE THIS WORK WITH DAR FOSHEE. DUKE ENERGY AT C. POWER SOURCE(S)
I REQUIRED. 727-859-4001. • _ ��
L J D. VOLTAGE LEVEL AND NUMBER OF PHASES (FOR EACH POWER
3 SETS OF (3) 2/0 COPPER THWN-2 7. SPD WIRING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SOURCE) S�q
CONDUCTORS AND (1) 2/0 AWG COPPER PUBLISHED INSTRUCTIONS. FOR TAP CONNECTIONS, INSTALLATIONS
MTU ONSITE ENERGY 6R16OODS275 20. INSTALL TWO PHASE CONDUCTORS AND ONE EQUIPMENT GROUNDING i
GROUND IN A 3" CONDUIT. OR ACCEPTED EQUIVALENT. _. SHALL COMPLY WITH THE NEC ART. 240-21. CONDUCTOR OF EQUAL SIZE TO PHASE CONDUCTOR SIZE. NO ♦ '�(� OF •
REDUCTION IN EQUIPMENT SIZE IS PERMITTED. �• TIZP•p.E.D r p 8. THE CONTRACTOR SHALL FURNISH AND INSTALL MAIN AND BRANCH .?
UTILITY SERVICE 275 KW, 344 KVA, 480V, 30, LQRY L'I SE`N 77
DISCONNECTING MEANS 400A I CIRCUIT BREAKERS, HO AND EQUIPMENT CAPABLE OF
CLASS R 12 WIRE, W/GROUND GENERATOR ACCEPTING THE WIRE SIZES SHOWN ON THE CONTRACT DOCUMENTS. 21. NEUTRAL BAR SHALL BE ISOLATED FROM THE GROUNDING BAR T f 4
WITH SERVICE INCLUDING FUEL TANK AND ENCLOSURE. PANEL BOARD. ONLY AT THE SERVICE DISCONNECT SHALL NEUTRAL
FUSE I CONDUCTOR SIZES MAY HAVE BEEN ADJUSTED DUE TO VOLTAGE DROP
ENTRANCE PROVISIONS. G 400 SEEWC480VE E30 4WIRE N /`�I OOR ROO OTHER
ENGINEERING
NGI EQUIPMENT INGPAB E DE CONSIDERATIONS.A THE
G CONTRACTOR
E QUANTITY AND SIZES AND GROUND BAR BE BONDED TOGETHER. (Ilia `
W/GROUND SERVICE. G J 400A OF CONDUCTORS SHOWN IN THE CONTRACT DOCUMENTS. CONTRACTOR 22. PANEL BOARD ENCLOSURE GROUNDING BAR AND SERVICE ENTRANCE �,{¢jj��(�,I,
SERVICE RATED. SHALL PROVIDE LUGS FOR EXISTING EQUIPMENT CAPABLE OF RACEWAY SHALL BE EFFECTIVELY BONDED TOGETHER. ZF1Y1[�ILLS
UTILITY METER IN _ CIRCUIT BREAKER ACCEPTING THE QUANTITY AND SIZES OF CONDUCTORS SHOWN IN THE MUNICIPAL AIRPORT
ACCORDANCE WITH CONTRACT DOCUMENTS. ALL CONDUCTOR PIGTAILS, CABLE STEP-DOWN
DUKE SPECIFICATIONS ADAPTERS, CABLE STEP-UP ADAPTERS, TERMINAL BLOCKS, SPLICING MATERIALS SHORT CIRCUIT/COORDINATION/ DEVICE
NEUTRAL AND GROUND AND REQUIREMENTS. 3 SET OF (3) 2/0 BE CONSIDERED INCIDENTAL TO COMPLETE TO T PAY E ITEMS PROVIDED.LE SHALL EVALUATION/ARC FLASH ANALYSIS NOTES:
BONDED IN DISCONNECT M COPPER THWN-2
CONDUCTORS AND (1) 9. UNLESS NOTED OTHERWISE,ALL WIRE SIZES ARE BASED ON A 90 CONTRACTOR SHALL. BASED UPON THE EQUIPMENT PROVIDED, INCLUDE
2/0 AWG COPPER DEG. C., THWN-2, 600 VOLT INSULATION, COPPER CONDUCTORS, NOT AS PART OF THE SUBMITTAL PROCESS THE SYSTEM SHORT CIRCUIT
GROUND IN A 3" MORE THAN THREE SINGLE INSULATED CONDUCTORS, IN RACEWAY. IN CURRENT, COORDINATION STUDY AND ARC FLASH STUDY. THE STUDIES
OUTSIDE VAULT CONDUIT. OUTSIDE VAULT FREE AIR. THE CONDUIT/DUCT SIZES ARE BASED ON THE USE OF SHALL BE PERFORMED BY THE EQUIPMENT MANUFACTURER/SUPPLIER. A
THWN-2, 600 VOLT INSULATED CONDUCTORS. THE CONTRACTOR SHALL SHORT CIRCUIT, COORDINATION, DEVICE EVALUATION AND ARC FLASH
INSIDE VAULT 3 SETS OF (3) 2/0 INSIDE VAULT MAKE THE NECESSARY INCREASE IN CONDUIT/DUCT SIZES FOR OTHER ANALYSIS SHALL CONSIST OF THE TASKS LISTED BELOW:
COPPER THWN-2 TYPES OF WIRE INSULATION. IN NO CASE SHALL THE CONDUIT/DUCT 1. THIS ANALYSIS WILL INCLUDE: ONE LINE DIAGRAMS, SHORT CIRCUIT
CONDUCTORS AND (1) - - - ASCO 400A. 480V, 4POLE SIZE BE REDUCED. THE MINIMUM POWER CIRCUIT WIRE SIZE SHALL BE ANALYSIS, COORDINATION ANALYSIS AND ARC FLASH ANALYSIS AND
2/0 AWG COPPER AUTOMATIC TRANSFER SWITCH, 12 AWG.
LABELS.GROUND IN A 3" 4000 SERIES, CATALOG
CONDUIT. I #JO4ATSB30400N5OC 10. DERIVE GROUNDING ELECTRODE CONDUCTOR AND SYSTEM BONDING 2. THE SELECTED FIRM'S FIELD SERVICE ENGINEER WILL PERFORM DATA
OR ACCEPTED EQUIVALENT. JUMPER IN ACCORDANCE WITH NEC ARTICLE 250. GATHERING FOR ANALYSIS COMPLETION AND DEVICE SETTINGS,
INSTALL ONE RED LED L-810 11. BOND ALL METALLIC RACEWAYS AND ENCLOSURES WITH A 2 AWG PERFORM DEVICE SETTING AS RECOMMENDED BY THE ANALYSIS AND NEW AIRFIELD
ON NORTH SIDE OF BUILDING COPPER (MINIMUM SIZE) EQUIPMENT GROUNDING CONDUCTOR SIZED IN WILL PROVIDE ARC FLASH LABELS WITH THE ARC FLASH ANALYSIS.
THE COMPONENTS WORST CASE VALUE WILL BE CONSIDERED THE LIGHTING VAULT
ONE FOOT ABOVE ROOF LINE ACCORDANCE WITH THE NEC. AVAILABLE ARC FLASH ENERGY AT THAT POINT IN THE SYSTEM.
TO INDICATE GENERATOR RUNNING. THE ARC FLASH LABELS WILL BE SIMILAR TO THE EXAMPLE BELOW.
12. ALL CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALL BE THE CONTRACTOR SHALL INSTALL THE NEW ARC FLASH LABELS.
MADE BY EXOTHERMIC METHOD OR ACCEPTED EQUIVALENT.
SURGE PROTECTION DEVICE I 13. EXPOSED GROUNDING CONDUCTORS SHALL BE SUPPORTED AT 1' 3. FIVE COPIES OF THE WRITTEN ANALYSIS AND DRAWINGS SHALL BE
(SPD) PD - J MAXIMUM INTERVALS. PROVIDED IE DURING E THS EQUIPMENT SUBMITTAL PHASE. THREE
COPIES SHALL BE ASSIGNED TO THE OWNER, TWO COPIES ASSIGNED PROPOSED
14. MAINTAIN NEC SAFE WORKING CLEARANCES. TO THE ELECTRICAL ENGINEER.
SSI MODEL 3 SETS OF (3) 2/0 VAULT ONE LINE
SDLB-1S1 15. CONTRACTOR SHALL PROVIDE PROPOSED LAYOUT OF EACH EQUIPMENT
CONDUCTORS (1)
COPPER PAD FOR REVIEW BY ARCHITECT. PAD LAYOUT SHALL INCLUDE ALL
AND COMPONENTS
2/0 AWG COPPER
GROUND IN A 3" R""F""'•"B'"°"""`"""""I ATTENTION:
geopl MEbc•i®I PPE R,,V,4
CONDUIT. 16. THE BASIS DESIGN FOR CONSTANT CURRENT REGULATOR (CCR) THISOOCUNENT HICHIINE PRESSOEOANOPROPRIA-011
FEEDERS IS TABLE 1. THE CONTRACTOR SHALL SUBMIT A REVISED , «' INFORMATION,EINTEN EDRECI IENTANO ORASPECV'AVOON,INO.,
ev R� ¢F Ate " FOR USE BV THE INTENOEO RECIPIENT VV FO RA SPEOV...PURPOSE
DO NOT BOND NEUTRAL CCR FEEDER DESIGN BASED UPON THE ACTUAL CCR SELECTED BY e.c� _ WDHOUT T,EE%PRESSWRRfR OTHER S OF AVOON,INO.ANY
AND INSTALLATION
GROUND IN PANEL. I�' THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE A CCR y,.., DISTRIBUTION,REPROOUCTION,OROTH�`Y GRONIBRED CUA9FNT,IN
401 CASE SHALL THE CONDUIT OR CABLE SIZE BEEREDUCEDR �� IN NO wNOCEORINP
I MCB I aR SCALE: GRAPHIC
17. ALL POWER AND CONTROL WIRING SHALL BE NEATLY LACED AND
SECURED IN POSITION. REVISIONS:
MDP EATON PRL2A 480/277, 30, 4W — — — L _I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -NO.' DATE BY DESCRIPTION
1 8 21/15 RJP ADDENDUM NO. 2
1,3.5 2,4 7,9 6,8 11,13 10,12 15,17 14.16 19.21 18,20 23,25,27 22,24 29.31 26 28 29 30 31 32 33 34 35 421 11/11/15 UV CONFORMED DOCUMENTS
N 2PA )2P )2P )2P )2PA )2PA )2PA )2PA )2P )2P )3P )2POA ALL 42 SPACES I
G TO BE EQUIPPED J
60A 30A r 60A 100A 100A 60A �30A 6OA XFMR — T1 CONSTRUCTION DOCUMENTS
2P
SPD 1 I NF L J NF L2P /J NF L J NF L2P 2P J NF L J NF L J NF L/J NF 480V-120/240V
L .J 25KVA DESIGNED BY: M.A.G.
SSI MODEL DRAWN BY: R.J.P.
CKLB-151 pOKWj P5KW FUTURE 2OK 1 rOKW [ 5K� F5Kl TORE [ARE I rHVAC� (2) 3/0 COPPER L-828 L-828 L-828 L-828 CCR CCR PAPI CCR CCR CCR CCR CCR THWN-2 CONDUCTORS CHECKED BY: C.S.J.II
3-STEP 3-STEPI I 1 5-STEP 3-STEP L-828
STEPI L-828
-5TEP 1 I I 1 1 I AND (1) 2/0 AWG APPROVED BY: S.S.
SUB COPPER GROUND IN A
6.6A ( 6.6A CKT CKT CKT CKT 11 1 I 1 I 11 PANEL( 3`CONDUIT. DATE: TBD
L? J
TIT
II I I I I I I I I I SEE SHEET E-212 FOR SPECIAL NOTE TO CONTRACTOR:
LI I L -1L -1LSCHEDSUB ULEL A PANEL ALL WORK PCONAIUING TO THE GENERATOR ITCLTRING ERT NOTAVCON PROJECT NO. 2014.017.01
LLI LLr LIMITED TO: CONDUIT, CONDUCTORS, AUTOMATIC TRANSFER SWITCH
PAPI RW RW TWA HSB TWB PROPOSED VAULT ONE-LINE m AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE �T. SHEET NUMBER
5-23 1-19 II E-211
DRAWING NO. 22 OF 41
4
s� ...
THOMPSON AIR TERMINAL 1/2" BARE ALUMINUM. DOWN CONDUCTOR CONNECT
LENGTH AS.REQUIRED. TO #4/0 WITH BONDING PLAE ALUMINUM AIR 12" LONG.'
1/2 DIA. X 12" LONG, 0' 2' 4' 8'
AIR TERMINAL BASE PLATE ENCLOSED IN 1" PVC TO CLASS 1, WITH BLUNT TIP ALUMINUM AIR TERMINAL,
THOMPSON No. A688, ADHESIVE MOUNT. I EXTENDED TO GROUND RING AND ADHESIVE POINT BASE, CLASS 1, WITH BLUNT TIP
BELOW GRADE (TYP. 2) QUANTITY AS REQUIRED. AND ADHESIVE POINT BASE. GRAPHIC SCALE IN FEET
THOMPSON LIGHTNING PROTECTION
CONDUCTOR. A24. 24 STRANDS OF
14 GAUGE ALUMINUM WIRE, 98,500
CM. ADHESIVE CABLE HOLDER. (TYP 18) I
CABLE SUPPORT TYPICAL I I
3'-0" O.C.
TOP EDGE OF FACADE. .
AIR TERMINAL PLACED 6"
FROM EDGE TYPICAL. PLANNEII�
I � WC T 110 R 4 F�lf 2-2]]9
� smu uaJ
LIGHTNING PROTECTION: ROOF ——— - ` •
6"TYPICAL CONDUCTOR ALUMINUM. EDGE OF ROOF. '
3'-0" MAX SPACING IS
1" SCHEDULE 40 PVC x 8 FT LONG DOWN
TYPICAL ROOF MOUNTED ALUMINUM AIR CONDUCTOR PROTECTION. EXTENDED TO THE FULL •
TERMINAL INSTALLATION GRADE SDEPTH EHALL BE 6 FT.AT LOW GRADE. XIEACH DOWN HEIGHT
COND CABOVE TOR ' �.c =LQ i ERr Z.P.e47"�
N.T.S. LOCATION. I,
BOND ALUMINUM ROOF CONDUCTOR TO COPPER DOWN •RJR'' __
COORNDUCTOR USING. THOMPSON ACCEPTED EQUIVALENT, TYPE LIGHTNING22 S BIMETAL LICPROTECTION \ JJi', apt %
NO BEND OF ANY CONDUCTOR CONNECTOR AT EACH DOWN CONDUCTOR LOCATION. \ ± i ER YRPI1�.LS
WILL BE LESS THAN 90'"
GROUND ROD. \ MUNICIPAL AIRPORT
TYP. 2 PLACES
8" RADIUS UP TO ROOF
MIN. LOOP
WALL
�� r DOWN CONDUCTOR. PERIMETER COUNTERPOISE EXOTHERMIC WELD
SIZE AS SHOWN IN PLANS 30" MINIMUM BELOW - NEW AIRFIELD
FINISHED GRADE LIGHTING VAULT
DOWN CONDUCTQR. TYPICAL LIGHTNING PROTECTION
DOWN CONDUCTOR ROOF GROUNDING DETAIL
N.T.S. LIGHTNING
EDGE DETAIL
N.T.S. PROTECTIOIN
VAULT LIGHTNING PROTECTION DETAILS DETAILS
4 AnENnoN.
AIR TERMINAL (TYP) LIGHTNING PROTECTION NOTES:
444 TH 5 DOCUMENT CONTAINS PRIVREDED AND PROPRIETARY
B-6 FORUSU TMENTEN=R EXPRESSLY FOR A SPECIF AV PURPOSE.,
i. THE COMPLETED INSTALLATION SHALL MEET THE REQUIREMENTS OF THE DED RECIPIENT,ANDFORASIDON,I:PURPOSE.
PRESSION,OR CONS ENT OF AVCON,INC.ANY
NATIONAL FIRE PROTECTION ASSOCIATION'S LIGHTNING PROTECTION CODE ox,REPaooucnoN,oaoTNeR use oP TNls DocuNgxr,IN TI WHOLE OR IN PART
(UEFA 780, 2014) AND THE INSTALLATION REQUIREMENTS FOR resTRIcrLYPRoxrerEn
FINISHED AFLV
ROOF. LIGHTNING PROTECTION SYSTEMS. UL 96A' OF UNDERWRITERSLABORATORIES INC. THE MASTER LABEL SHALL BE FURNISHED TO THE SCALE: GRAPHIC
OWNER UPON COMPLETION.
- ---- --- REVISIONS:
- 2.2. THE LIGHTNING PROTECTION DESIGN DETAILED IN THE CONTRACT
DOCUMENTS SHALL BE CONSIDERED THE MINIMUM ACCEPTABLE DESIGN No. DATE BY DESCRIPTION
CRITERIA. THE LIGHTNING PROTECTION SYSTEMS PROVIDED FOR THIS i 8/21/15 RJP ADDENDUM NO. 2
PROJECT SHALL EQUAL OR EXCEED THE MINIMUM REQUIREMENTS 11/11/15 W CONFORMED DOCUMENTS
SHOWN IN THE PLANS AND SHALL COMPLY WITH NFPA 780; STANDARD
--,,, FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS,
UNDERWRITERS LABORATORIES UL96A; INSTALLATION REQUIREMENTS FOR
LIGHTNING PROTECTION SYSTEMS UL96; LIGHTNING PROTECTION
COMPONENTS AND SPECIFICATION 16671; LIGHTNING PROTECTION
L" SYSTEM.
EXOTHERMIC WELD CONSTRUCTION DOCUMENTS
TO EES. 3. GROUNDED METAL BODIES WITHIN THE BONDING DISTANCE DETERMINEDBY (NFPA 780, 2014) SHALL BE BONDED TO THE SYSTEM IN DESIGNED BY: M.A.G.
ACCORDANCE WITH CODE REQUIREMENTS.
NOTES: DRAWN BY: R.J.P.
4. INENDEDTHE GTO SHOW BASIC SYSTEM NS SHOWN FOR THESE S DESIGN.MS ARE SCHEMATIC
1. THE HIEGHT OF THE AFLCS ANTENNA AIRCHECKED BY: C.S.J.II
♦ - - - ---- - --- - - - ------- __„�' TERMINAL IS DIRECTLY RELATED TO HORIZONTAL VERIFY DIMENSIONS AND SITE CONDITIONS AND PROVIDE SYSTEMS THAT
DISTANCE FROM THE ANTENNA TO THE AIR COMPLY WITH CODE REQUIREMENTS.
TERMINAL. APPROVED BY: S.S.
2. DIMENSION "L" MUST BE A MINIMUM OF 3'-4" DATE: TBD
L-854 ANTENNA LIGHTNING PROTECTION FROM THE AFLCS ANTENNA.
N.T.S. 3. DIMENSION "H" = DIMENSION "L" + 10" AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-210
DRAWING NO. 21 OF 41
LIGHTNING PROTECTION e `_ ";�,,
CLASS 1 DOWN CONDUCTOR `,..3/4 STEEL DE X 10 FT COPPER CLAD
SECTIONAL GROUND ROD. LIGHTNING PROTECTION CLASS 1 2 AWG BARE SOLID
GROUND ROD SHALL HAVE EARN CONDUCTOR. 24 STRANDS OF 14 GAUGE COPPER BONDING
RESISTANCE OF 5 OHMS MAX PRIOR ALUMINUM WIRE. 98,500 CM. TYP. CONDUCTOR.
2 AWG BARE SOLID
TO CONNECTION TO EES OR --- -- ,., — "-' •• .. >- ,>, -. - r,�- COPPER COUNTERPOISE
COUNTERPOISE CONDUCTORS.
TYPICAL PICAL 3 PLACES. CONDUCTOR. ABOVE
AIRFIELD DUCTS.
" a HSB TW TW PAPI RW RW
2 AWG BARE I B A 1-19 5-23
SOLID COPPER 3 STEP 3 STEP 3 STEP 3 STEP 5 STEP 3 STEP
BONDING .v a 15KW 7.5 KW 20 KW 10 KW 20 KW 7.5 KW
BOND 2 AWG BARE
CONDUCTOR IN ip • ° LID COPPER
TO
PVC 1"C.
2 AWG BARE SOLID Ayye� INC.
3' IYP.}-- . ( CCOPPER ONDUCTOR (SEE
N ��{ ST..,✓ ve
c urre euo FL ezen-z>vv
1/4" x 3" SOLID COPPER North !�i GAI c I F22H0 13mmeR::osT
LIGHTNING p ei •» GROUNDING BAR SPACED NOTE 12.) - ♦ //
PROTECTION ° % OFF OF THE WALL WITH FUTURE rUTURE� t 0' 2' 4' 8'
AIR TERMINAL. ISOLATION BUSHINGS.. I i I PAPI ( I,`;
1/2 x 12", I I I ,, GRAPHIC SCALE IN FEET �
TM� LIGHTNING J L__J : /�f
s••
ti PROTECTION » • -`O i„ raj
AIR TERMINAL )( 1
1/2" x 12",
_..w
HVAC UNIT: ST
THROUGH WALL TIZ,ILE.
- - — DA LI E Ju& RI.
2 AWG BARE SOLID ''fI f• ."
LIGHTNING PROTECTION C
GENERATOR SET WITH FULL I/O EES EXOTHERMIC WELD, COPPER BONDING 1/0 EES CLASS 1 DOWN
ENCLOSURE AND INTEGRAL FUELCONDUCTOR IN 1/0 EES TYPICAL. SEE NOTES 14.1" PVC. SEE SHEEP E-210. 111}Z F7,,
� 1•"tLS
TANK.
2 AWG BARE MU}1?CTh!AIRPORT
SOLID COPPER
COUNTERPOISE
CONDUCTOR.
PROPOSED AIRFIELD LIGHTING VAULT GROUNDING PLAN
4/0 AWG
BSD CU.
UNLESS
NOTED THOMPN LIGHTNING
1" PVC CONDUIT INSTALLED PROTTECTON PRODUCTS
AROUND DOORS. EXPOSED ON ISOLATOR No. 38311
WALLS
16"TYP. 1/4" X 2" COPPER BUS \
GROUND BUS
.25" X 2" NEW AIRFIELD
OR RACK ASCOPPER BUS
\ t INDICATED 1" SILICON BRONZE HARDWARE - 13 /SOT LIGHTING VAULT
BOLT 2 FLAT WASHERS 1 -1/2 OCK ORS
/ SECTION A-A WAFFLER AND NUT TORQUE TO 40 FT/LB S11O /
FLOOR SLAB N.T.S. 1 .2T15�' 1 3/4" .5625" (9/16") DIA HOLE TYP PROPOSED
-� 1YP SILVER PLATE ALL MATING A'1'
6"TIP. DOORWAY SURFACES AND CONNECTIONS VAULT
OBSTRUCTION .25" X 2" COPPER BUS TYPICAL MFR TO GROUNDING
TWO HOLE (NEMA) LONG BARREL COMPRESSION
WALLS.DOORS.
12" A ��1/4" "I PLAN
LUG. TYP. USING 3/8" SILICON BRONZE mD•
HARDWARE HEX HEAD BOLT, 2 FLAT WASHERS,
16" 16" HIS DOCUNENT CONTA XS PRINLEGED AND PROPRIE ARY
1 LOCK WASHER AND NUT, TORQUE TO 20 TYPICAL GROUND BUS SPLICE JOINT INFORNN DOICLIENTCO TAINSPRELIESED OVIDEDBYEIARY INC.
Fr/LB GROUND BUS INSTALLATION
FOR USE BY THE INTENDED RECIPIENT,AND FORA SPECIFIC PURPOSE.
W?KOUO THE EMPRESS WRDTEN CONSENT OF IRIS DONC.ANY
N.T.S. DISTRIBUTON,STOLE
IN PAR,,IS ST USDOFPRO THIS DOCUMENT,IN
N.T.S. WHOLE OR IN PART,IS STRICTLY PRONISRFD
GROUND BUS CONNECTIONS AROUND OBSTRUCTIONS SCALE: GRAPHIC
N»T»S. REVISIONS:
NO. DATE BY DESCRIPTION
8/21/15 RJP ADDENDUM NO. 2
GROUNDING AND BONDING NOTES: 11/11/15 UV CONFORMED DOCUMENTS
1. ALL MATERIALS SHALL MEET OR EXCEED NFPA STANDARDS. 6. ENTRANCE CONDUIT, IF BURIED, SHALL EXTEND 5 FEET 10. A LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED 14. AIR TO GROUND CONTROL ANTENNA MOUNT, BOND THE #2
BEYOND THE EARTH ELECTRODE SYSTEM. AND INSTALLED ON HE AIRFIELD LIGHTING VAULT BY AWG BARE COPPER CONDUCTOR TO THE EES BY
2. BOND ALL RIGID STEEL CONDUITS (RSC1 AND MESSENGER EXPERIENCED LPI CERTIFIED OR UL LISTED INSTALLERS IN EXOTHERMIC WELD. SEE SHEET E-210 FOR L-854
CABLES THAT COME WITHIN 6' OF LIGHTNING DOWN 7. BONDING OF ALL GROUNDING AND COUNTERPOISE COMPLIANCE WITH PROVISIONS OF THE NATIONAL FIRE ANTENNA LIGHTNING PROTECTION DETAIL -
CONDUCTORS. BOND THESE ITEMS AT THEIR HIGHEST CONDUCTORS TO THE EES SHALL BE PERFORMED USING PROTECTION ASSOCIATION (NFPA) 780 AND UNDERWRITERS'
POINT TO THE LIGHTNING PROTECTION BY USING A 2 EXOTHERMIC WELD. LABORATORIES (UL) UL 96 AND UL 96A. ALL EQUIPMENT CONSTRUCTION DOCUMENTS
BSDC. USE UL APPROVED GROUND CLAMPS TO CONNECT TO THAT RESULT SHALL BE INCLUDED WHETHER OR NOT 15. ALL EQUIPMENT AND METALLIC ENCLOSURES SHALL BE
THE CONDUIT/CABLE TO THE DOWN CONDUCTOR. 8. SERVICE ENTRANCE GROUND, 2 AWG GREEN INSULATED SPECIFICALLY CALLED FOR HEREIN WITH THE ADDITIONAL BONDED TO THE GROUNDING BAR.
COPPER WIRE ATTACHED TO AN EES GROUND ROD BY REQUIREMENT THAT THE SYSTEM SHALL MEET ALL THE DESIGNED BY: M.A.G.
3. EARTH ELECTRODE SYSTEM (EES). 1/0 BARE COPPER EXOTHERMIC WELD AND TO THE NEUTRAL AND GROUND REQUIREMENT OF THE LIGHTNING PROTECTION INSTITUTE 16. SIDEWALK HAS NOT BEEN SHOWN FOR CLARITY.
STRANDED WIRE, 30" BELOW GRADE AND 3 MINIMUM BUS IN THE SERVICE ENTRANCE SAFETY SWITCH. THIS (LPI). DRAWN BY: R.J.P.
LATERALLY FROM ALL CONCRETE FOUNDATIONS. PLUS SHALL BE THE ONLY PLACE WHERE NEUTRAL AND GROUND 17. A 2 AWG SOLID COPPER CONDUCTOR SHALL BE INSTALLED
33//4" X 10' COPPERCLAD GROUND RODS, CONNECT TO ARE CONNECTED. 11. (MATERIALS SHALL COMPLY IN WEIGHT, SIZE,AND WITHIN HE 6x6 WIREWAY. THE 2 AWG SOLID COPPER1 AY CHECKED BY: C.S.J.II
WITH�2 AWG BARE SOLID0 WITH EXOTHERMIC ECOPPEC CONDUIT SHALL BE CONNECTED
WIRE D TO THE EES BY EXOTHERMIC 9.
CONTRACT LIGHTNING
DOCUM DOCUMENTS SPROTECTION
HALL BE CONSIDERED IN THE THE
INSTAL ART
LAATION. AND SHALLO 780 BE LD. ALL UNDERGROUND COMPOSITION WITH THE REQUIREMENTS
LISTED/LABELED ELATING TO THIS
TYPE
GROUND/BUS CG AND AT EACH SHALL
END CONDUCTOR SHALL BE D OF THE BONDED
WIREWAY. EED TO EACH 6x6 RE%4 x 2" APPROVED BY: S.S.
WELD. MINIMUM ACCEPTABLE DESIGN CRITERIA. THE LIGHTNING
PROTECTION SYSTEMS PROVIDED FOR THIS PROJECT SHALL 12. NEUTRAL BAR SHALL BE ISOLATED FROM THE GROUNDING DATE: TBD
4. ALL LINES CONDUCTORS AND CABLES, BOTH OVERHEAD EQUAL OR EXCEED THE MINIMUM REQUIREMENTS SHOWN IN BAR IN PANEL BOARD. ONLY AT THE SERVICE SPECIAL NOTE TO CONTRACTOR:
AND BURIED, SHALL ENTER THE FACILITY THROUGH A HE PLANS AND SHALL COMPLY WITH NFPA 780: DISCONNECT SHALL NEUTRAL AND GROUND BAR BE
MINIMUM OF 10 FEET OF FERROUS METAL CONDUITIR(RIGID STANDARD FOR THE INSTALLATION OF LIGHTNING BONDED TOGETHER.
GALVANIZED STEEL CONDUIT, PER NFPA 70, NEC ART 344). PROTECTION SYSTEMS, UNDERWRITERS LABORATORIES ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT AVCON PROJECT NO. 2014.017.01
UL96A: INSTALLATION REQUIREMENTS FOR LIGHTNING 13. PANEL BOARD ENCLOSURE GROUNDING BAR AND SERVICE I LIMITED TO: CONDUIT. CONDUCTORS,AUTOMATIC TRANSFER SWITCH Ii
5. ALL ENTRANCE CONDUITS SHALL BE BONDED TO THE EES PROTECTION SYSTEMS UL96; LIGHTNING PROTECTION ENTRANCE RACEWAY SHALL BE EFFECTIVELY BONDED AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE #1.
WITH A BARE COPPER STRANDED CONDUCTOR, 2 AWG COMPONENTS AND SPECIFICATION 16671; LIGHTNING TOGETHER. - SHEET NUMBER
MINIMUM. PROTECTION SYSTEM.
E-209
DRAWING NO. 20 OF 41
14.4 14.9 15.2 ¶.5 %.4 15.2 14.9 14.7 14.4 13.9 13.6 13.5 13.5 3.6 13.9 14.3 14.5 ¶.0 ¶.3 ;5.3 15.2 5.1 5.0 14.7 14.3 LI
♦6 HSB 17.7 17.4 TW ¶.8 TW 12.6 14.0J PAPI 14.2 +5.2 RW f7.2 t7.3 RW +6.6 ¶.9 ¶.4 /- North
B A 1-19 5-23 0. V 2• 4
• +12.2 112.1 17.8 H
14.5 15.1 16.5 11l.0 11 7 .4 ¶.9 %.8 v GRAPHIC SCALE IN FEET
15 KW 7.5 KW 20 KW 10 KW
20 KW 7.5 KW
111.5 114.6 1$.2 0 .8 118.8 11Aq 6 0. ;6.7 A 1 %.6 +6A 1 .9 X14.3 7.7 0 6 117.8 +13.7 +10. .7 6 AVCON,INC.
A ENGIN t t j�
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EN
117.1 ¶3.4 133.8 +44.3 145.2 136.4 ¶4.6 116.3 111.3 %.2 16.5 ¶.8 ¶.8 16.5 11.1 111.2 116.1 ¶4.1 ¶5.7 144.7 +44.0 133.9 ¶3.0 116.0 111. ( ; r'
AEM L A A
A AEMILBE��P.E. ..
r�r 117 q 123.9 134.8 45.7 46.6 137.5 125.3 6.6 1.5 11.3 X6.6 .8 .8 16.6 ¶.3 1.4 6.5 124.9 137.1 46.8 46.2 135.2 123.6 116.2 112.1 • ICEN 477
I------- -------� - ..�
115.6 ¶0.7 128.6 136.0 ¶6.7 130.3 X21.4 114.9 110.6 17.9 16.3 15.6 ¶.6 16.3 17.8 110.6 114.9 �1.4 1 FUTURE 1136 4 129 2j FUTURE I 1 1
WP� �. ( 4.4EJ
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1 I I WP MUN Cf LC!AiRP RT
I I I I r`
112.6 5.9 #20.2123. #23.9 120.8 ¶6.1 X3.1 17.1 .9 15.3 .3 .9 17.1 X3.1 112.1 116.2 I 1123.8 120.71 I 14.1
L------J L------J
' f 1.7 1J 3.O1 ®O 2 LO O 1.8 ($O .6 16.2 .39fl.9 %.3 16.2 ¶.6 ¶.6 111.9 ¶ .i ¶ .s 115.6 ¶4.2
/
PROPOSED AIRFIELD LIGHTING VAULT EMERGENCY LIGHTING PHOTOMETRICS
NEW AIRFIELD
LIGHTING VAULT
LUMINAIRE SCHEDULE
SCENE: EMERGENCY
SYMBOL 0TY LABEL ARRANGEMENTS TOTAL LAMP LUMENS ILF DESCRIPTION PROPOSED VAULT
2 AEM SINGLE 11800.0000 0.7920 WILLIAMS LTG EGL-4-432-WHT-HIA-EB4-UNV B0DINE B5 PHOTOMETRICS
(SHEET 2 OF 2)
INTENTION:
THIBORALL TCONHIINS PRESSLED OVI PROPRIETRRY
IFOR USE BYTALLOFWHICHIS EIENT,A D PROVIDEDBYC PUR INC.,
SE BY TXE INTENDED RECIPIENT,RNOFORR BP N,I PURPOBE.
FOR BUT THEEXPRE95ION,OFNCONSENTOFTHISD INC.ANY
OIBTRIBUTION,REPRODUCTION,OR OTHER USE O THIB DOCUN£NT,IN
WIIOLEOR IN PART,O BTWCTLY PROXIBREO
SCALE: GRAPHIC
CALCULATION SUMMARY REVISIONS:
SCENE: EMERGENCY NO. DATE BY DESCRIPTION
LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN 1 131/11/15 UV CONFORMED DOCUMENTS1 15 RJP ADDENDUM NO. 2
11/
VAULT ILLUMINANCE FC 14.5 46.8 2.6 5.44 18
CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-208
1i t.11.5A\2qt..C 1'-�',? - V—H&.4 YAK?zs9n\20'4,p17.0? 4A,.At,.„nt]02E243.dwg './11/20;5 5 ?4
DRAWING NO. 19 OF 41
m
+18.7 +24.0 130.3 137.0 41.0 +43.6 •46.1 +47.1 «45.9 +42.6 139.3 +36.9 36.3 138.1 •42.3 +45.5 •46.6 +46.1 +45.0 +42.7 137.5 +31.5 +24.8 #19.5 x15.6
•
+19 7 HSB •48.7 •41.5 TW •61.3 TW •25.6 444.1 PAPI •50.2 %8. RW 57.8 45 .7 RW l30.2 122.8 +.8.CI' North
B A 1-19 5-23 � 0 1. 2 4'
+23 5 15 KW 7.5 KW 20 KW 465.7 8.3 �0.7 +29.8 453.0 10 KW 20 KW 7.5 KW+65.2 l7. 175.5 !7 .7 +37.0 +26.4 *20.2 GRAPHIC SCALE IN FEET
130.6 +42.6 +62.2 1. 2 #31.9 �3.2 8. 45.3 t7D 7 63. 4 469.32 0 5. X36.1 6 1. 1 +63.5 +42.9 •29.4 {21. NE
A A
' n ssss e. oANs eazz
a �� co eo ATC�pf RC•IffAB��yONNt[.> R 057
1 134.2 447.4 468.8 131.7 +103 4102 4103 4110 41.08 135.0 %2.1 +77.3 117.2 %l.l t33.0 4108 1113 1106 4102 1102 #31.9 469.4 447.1 132.2 +23. ` •• ///
135.2 448.1 468.7 #30.6 +101 4102 +104 4111 1109 137.2 %8.6 %8.2 td8.8 %8.9 136.4 1109 1113 +107 +102 +100 130.3 468.8 447.4 132.9 +24.
v, I
AEM A A A AEM �-'GuI�f�R IP E. ; *
133.4 444.5 %1.9 0.6 9.5 131.5 4.5 01 9.2 130.3 %5.3 6.9 7.6 %6.0 t30.1 9.0 02 136.5 132.6 0.8 0.7 462.1 443.8 1.0 423. Idq L1e 1�.7pl75
FUTURE
FUTURE i i i `
WP9 *29.8 438.0 450.4 463.2 170.7 174.0 !17.2 �1.8 %1.5 176.2 473.3 414.5 *75.0 +73.9 175.9 481.1 �2.2 821 113.1 10.61 PAPI 1 41z.e DWP ZE�IHYRkkL1L•�,
I I I MUNICIPAL AIRPORT
I I I
125.6 0.9 138.4 ¶15, 9.___j'91.5 5.2 458.7 4 462.2 9.8 8.5 458.8 458.9 458.7 t9.7 461.9 461.9 459.3 L------ 1+36.6 +38.4L______J 11.1.6-
. ;'.LL 1.6 5.5 +29.@ �Q 6 .4 4 6.0 Q ® 48. 448.3 7. 147. 7.6 447.8 448.3 448.6 448.3 445.8 142.8 137.8 133.8 +29.4 +24.0 119.8 16.3"r
PROPOSED AIRFIELD LIGHTING VAULT NORMAL LIGHTING PHOTOMETRICS
NEW AIRFIELD
LIGHTING VAULT
LUMINAIRE SCHEDULE
SCENE: EMERGENCY
SYMBOL QTY LABEL ARRANGEMENTS TOTAL LAMP LUMENS LF DESCRIPTION PROPOSED VAULT
7.0000 IA SINGLE 11800.0000 0.7920 WILLIAMS LTG EGL-4-432-WHT-HIA-EB4-UNV-SSMB PHOTOMETRICS
2.0000 IA EM SINGLE 11800.0000 0.7920 WILLIAMS LTG EGL-4-432-WHT-HIA-EB4-UNV/B0DINE 65 (SHEET 1 OF 2)
2.0000 WP SINGLE N.A. 0.8100 ILP LTG WPSP-30WLED-UNIV-4000K
ATTENTION:
M1L OF MI HII E PRE7OED ANO PROPRIETARY
AVOON,INC.,
IECIPIENT,ANO FOR A SPEOIFX:PURPOSE.
WBnOUTTHEE PRESSWRITTENCONSENT OF-N.INC.ANY
DISTRISUMN,REPRODUCTION,OR OTHER USE OF THIS DOCUMENT,IN
WHOLE OR IN PART,IS STRICTLY PROHIBITED
SCALE: GRAPHIC
CALCULATION SUMMARY I REVISIONS:
SCENE: EMERGENCY NO. DATE BY DESCRIPTION
LABEL ICALC TYPE UNITS IAVG MAX MIN AVG/MIN MAX/MIN I
8/21/15 RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
VAULT ILLUMINANCE FC 61.9800 113.0000 11.6000 I 5.3400 I 9.7300
CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-207
_ V:A2014\2014e130' - .,V-1 #NAVAr o_a�� 711.01 —CA 0�.14017P,2E2GI.dw .,. ,'3 Peh DRAWING NO. 18 OF 41
North
0' 2 4' 8'
GRAPHIC SCALE IN FEET
NOTES: �
\�cG llwft�wb y ENS
sss. E• .n nnyS.s _ 111
� OFFI :(407) 2 7)W 133/
EXTENDED TO T/L D - 1. ALL INTERIOR ELECTRICAL WORK IS SURFACE coxlrcran'xexTlllc. OFn 'ggr.+3p.n1oASasv♦
A-11 MOUNT IN EMT CONDUIT (MINIMUM SIZE 3/4-
GENERATOR A-11 AND 1/2- CONDUIT FOR TELEPHONE AND �. 'ry �� •�
SIGNAL WIRES).
PANEL 2. ALL 20 AMP CIRCUITS HAVE MINIMUM #10 �► L -r- jt
FED ." A-11 THWN-2 WIRING. •
A 6M ' GFCI _ GFC ,r
p :• "t' 3. FLEXIBLE NONMETALLIC CONDUIT SHALL NOT
:.
� � NBE ECESSSARY USE FLEXIBLE METAL CONDUIT IF �► �� Rt�RA,
C coP
A-9 -11 4. ALL FEEDER AND BRANCH CIRCUITS /j,FL k9
A-9 INCLUDING NEUTRAL CONDUCTORS SHALL BE
IDENTIFIED AT BOTH ENDS OF CONDUCTOR
j • A-9 '.� W/ PANEL AND CIRCUIT NUMBER INDICATED.
A-9
Oo 5. PANEL BOARD AND ETC. SHALL HAVE NAME {{{{
PLATES SHOWING PERTINENT INFORMATION
'' k •��� MANUFACTURED IN ACCORDANCE WITH L-100 ZEPHYRHILLS
17 sPECIFlcnnoNs. MUNICIPAL AIRPORT
�X �X FRO6. LOCATE SWITCH FOR INTERIOR LIGHTS ON
,- - A-13,17 '• DOOR SIDE WITH LOCKSET.
` AEM ' 7. MOUNT FIXTURES TO CEILING.
O 8. IF HVAC UNIT DOES NOT COME EQUIPPED
A-12 BEACON, A_5 A-13.17 WITH A BUILT-IN DISCONNECTING MEANS ONE
NOTE 9 SHALL BE PROVIDED IN SIGHT OF THE UNIT
WP- TIMER WP PER NEC ARTICLE 430 PART IX.
MDP Ti
9. VAULT ROOM FIXTURES A AND LACMLA ARE
A-15 VIA PHOTO CELL ON EQUIPPED WITH (2) 2-LAMP BALLASTS'C
NORTH FACE ABOVE ROOF. SWITCHED
OPERATE (2) LAMPSIN EACH FIXTURE.
0
f�/�`//�
GFC
TJ SUB FINL A ®__ _' NOTE 9
ATS A-11 HVAC UNIT:
THROUGH WALL NEW AIRFIELD
q_y SEE NOTE 8.
A-11 MDP-22,24 A-18,20 LIGHTING VAULT
PROPOSED
VAULT POWER
AND LIGHTING
PLAN
LIGHTING FIXTURE SCHEDULE
LAMPS MANUFACTURER THIS DOCUNENTCONTANS PRMLEGED AND PROPRIETARY
TYPE DESCRIPTION VOLTS WATTS QTY. WATT TYPE CATALOGUE# IFOR USE BYNTHE INTENDED R-ENT,AND FOR AI SPECIFIC PURP IOSE.
WITHOUT THE EXPRESS WRDTEN CONSENT OF AVCON,INC.ANY
A ENCLOSED INDUSTRIAL 4' HE WILLIAMS NSTWBUTION,REPRGD-ON,OROTHERUSEOFTHISDOCUN£NT,N
FLUORESCENT (4) TUBE 120 112 4 32 TB EGL-4-432-WHT- WNOLEORINPART,ISB____FRO___
HIA-E84-UNV-SSMB
SCALE: GRAPHIC
ENCLOSED INDUSTRIAL 4' HE WILLIAMS
AEM FLUORESCENT (4 TUBE 120 150 4 32 TB EGL-4-432-WHT- REVISIONS:
-UNV-
-W/BATTERY BA UP HIA-EB8 DINE4B5 NO. DATE BY DESCRIPTION
FORTZZA OUTDOOR LED BEGHELLI 1 8/21/15 RJP ADDENDUM NO. 2
SINGLE FACE EXIT SIGN. 120 5 1 2 LED FT SA LR 1WATT 11/11/15 UV CONFORMED DOCUMENTS
UNIVERSAL MOUNT
SUM PROFILE WALL PACK ILP
WP LED OUTDOOR LIGHT 120 30 1 30 LED WPSP 30W LED
UNV-4K
CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
PROPOSED AIRFIELD LIGHTING VAULT POWER AND LIGHTNING PLAN SPECIAL NOTE TO CONTRACTOR: DATE: TBD
ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT AVCON PROJECT NO. 2014.017.01
LIMITED TO: CONDUIT, CONDUCTORS, AUTOMATIC TRANSFER SWITCH
J1
AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE #1. SHEET NUMBER
E-206
DRAWING NO. 17 OF 41
m
6"X6" NEMA 1 RACEWAY W/HINGED COVER. ".
HINGE SHALL BE ON FRONT BOTTOM.
COVER SHALL OPEN ON VERTICAL FACE
FOR 5 KV AIRFIELD LIGHTING CIRCUIT -
CABLES, TYPICAL.
PAPI, RW119, RW523
TWA, TWB
GENERATOR FUTURE
CIRCUIT BREAKER 4W2" CONDUIT SHALL
EXTEND TO JCP-02.
SEE SHEET E-201 FOR
JUNCTION CAN PLAZA
_ CONNECTION DETAILS.
_.
HSB B A / PAPI 1-19 5-
3 TEP 3 STEP 3 STEP 3 5 S 5 STEP 3 STEP
15 KW \I 7.5
q k KW I
10 KW 20 7.5 KW �2Z PAkfA1 II33s•�
_. 14Tjtowz>s'I lvlrNsu
0
j ». • ✓" �--...N , // / 1-1/2" CONDUIT FROM MDP TO EACH N . WIND CONE AND North
j `� • / ,1. BEACON CIRCUITS. 0' 2' 4' 8' /J
CAB COAXIAL ( = j
AREA FOR GPS CABLE AND
Ip SYSTEM COMPONENTS i . GROUNDING. GRAPHIC SCALE IN FEET •73 : STq C"
( \ - ✓, ATS RADIO CTL/CONTACTOR AND SAFETY BOARD — — T - •
ENCLOSURES rUTURE� rUTURE� �� L�ERTOII'MI�,P.&•. {
�� % I CCR I I PAPI I I LO�Rl N0'74779
/�� __ I I I
SERVICE RATED I 1 I T 0 _ (SERE NE LINE] _T�'� i�� f✓ '/ �!GG "�� ''%' __.✓� L ' " �F�MI 1+ 5�
i, T
3" RGS CONDUITS FROM - - - PANEL (MDP)) ® " I MUNICIPAL AIRPORT
GENERATOR TO ATS FOR POWER TRANSFORMER HVAC UNIT:
MONITORING AND CONTROL. I ( SUB PANEL A THROUGH WALL
LOCATION OF CONDUIT
PENETRATIONS SHALL BE
COORDINATED WITH EQUIPMENT,
FOUNDATIONS AND FLOOR PLANS
IN A SUBMITTAL FROM THE SEE NOTE 2
CONTRACTOR. (SEE ONE-LINE) i
TELEPHONE
PEDESTAL
1" RGS CONDUIT FROM
GENERATOR TO SUB PANEL A FOR
BATTERY CHARGER, HEATER AND 3" RGS/PVC CONDUIT FROM
ANY ADDITIONAL REQUIRED POWER. I TRANSFORMER TO UTILITY METER.
LOCATION OF CONDUIT PENETRATIONS SHALL BE NEW AIRFIELDT /±
COORDINATED N WITH FLOOR
PLANS
LIGHTING INV VAULT
FOUNDATIONS AND FLOOR PLANS
IN A SUBMITTAL FROM THE
CONTRACTOR.
(SEE ONE-LINE & NOTE 6)
I PROPOSED AIRFIELD LIGHTING VAULT CONDUIT PLAN PROPOSED
VAULT CONDUIT
TO UTILITY PLAN
TRANSFORMER
ATTENTION:
THIS DOCUMENT CONTAINS PRMLEGED AND PROPRIETARY
INFO0.MATON,ALL OF WHICH IS E%P0.ESSLV PROVIDED BY AVCON,INC.,
ECIPIENT,AND FORA SPECIFIC PURPOSE.
ENT OF AVCON,INC.ANY
DISTRIBU ON,OROTHERUSEOFTHISD000MENT,IN TNl WHOLEOR IN PART,M STRICTLY PROHIB
NOTES: SCALE: GRAPHIC
REVISIONS:
1. CONTRACTOR SHALL PROVIDE RECTANGULAR 6. ALL LINES CONDUCTORS AND CABLES, BOTH NO. DATE BY DESCRIPTION
OPENINGS IN FLOOR TO ALLOW ANY AND OVERHEAD AND BURIED, SHALL ENTER THE
ALL CONDUIT PENETRATIONS TO EQUIPMENT FACILITY THROUGH A MINIMUM OF 10 FEET 1 8/21/15 I RJP ADDENDUM NO. 2
INSIDE BUILDING. CONDUITS SHALL BE OF FERROUS METAL CONDUIT.-(RIGID
GROUTED IN PLACE AFTER EQUIPMENT GALVANIZED STEEL CONDUIT, PR NFPA 70, 11/11/15 UV CONFORMED DOCUMENTS
INSTALLATION. NEC ART 344).
2. CONDUIT PENETRATIONS FOR BEACON, 7. ALL ENTRANCE CONDUITS SHALL BE
WINDSOCK, LIGHTING AND OTHER VOLTAGE BONDED TO THE EES WITH A BARE COPPER
DRIVEN SYSTEMS. STRANDED CONDUCTOR, 2 AWG MINIMUM.
3. ALL PENETRATIONS OF THE AIRFIELD 8. ENTRANCE CONDUIT, IF BURIED, SHALL CONSTRUCTION DOCUMENTS
LIGHTING VAULT FLOOR. WALL OR CEILING) EXTEND 5 FEET BEYOND THE EARTH
SHALL BE SEALEb TO PREVENT WATER, ELECTRODE SYSTEM.
INSECT AND DEBRIS INTRUSIONS. DESIGNED BY: M.A.G.
9. BONDING OF ALL GROUNDING AND
4. SIDEWALK HAS NOT BEEN SHOWN FOR COUNTERPOISE CONDUCTOR TO THE EES DRAWN BY: R.J.P.
CLARITY. SHALL BE PERFORMED USING EXOTHERMIC
WELDS. CHECKED BY: C.S.J.II
5. CCR CONDUIT PENETRATIONS SHALL BE
COORDINATED WITH THE MANUFACTURERS 10.SEE SHEET E-201 FOR PROPOSED DUCT
RECOMMENDATIONS. WORK. SEE E-211 AND E-212 FOR APPROVED BY: S.S.
CCR CONDUIT PENETRATIONS SHALL BE ONE-LINE AND PANEL SCHEDULES.
MADE WITHIN MANUFACTURER.THE LOCATION/AREA SPECIAL NOTE TO CONTRACTOR: DATE: TBD
SPECIFIED BY THE Ti.A NEW 277/480V SERVICE SHALL BE
SUBMIT CONDUIT ENTRY POINTS AND PROVIDED BY DUKE ENERGY. SERVICE
LAYOUT TO ENGINEER WITH CCR SHALL BE A PAD MOUNTED TRANSFORMER.
ii
SUBMITTALS. COORDINATE WITH DUKE ENERGY. ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT I AVCON PROJECT NO. 2014.017.01
LIMITED TO: CONDUIT, CONDUCTORS, AUTOMATIC TRANSFER SWITCH
AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE #1.
1
SHEET NUMBER
E-205
DRAWING NO. 16 OF 41
WEST SIDE BOND CABLE TRAY CABLE NORTH SIDE BUILDING WALL EAST SIDE
BUILDING WALL BOND ALL RACEWAYS TRAY TO GROUND BUS. BUILDING WALL
TO CABLE TRAY
AVCON,INC.
E� 262221]9 SSR( 1 FAX:( x13
6"X 6" NEMA I WIRE WAY
WITH HINGED COVER. MONO SYSTEMS 9"WALL 1" RGS CONDUIT FROM CABLE • •"
HINGE ON BOTTOM FRONT HEAVY DUTY 480V, 2 POLE MOUNTED CABLE TRAY. TRAY TO CCR WITH 2" MIN. OF 1 1/2" RGS CONDUIT LICE WITH QUICK RELEASE NOTE 4. C
COVER LATCHES. MOUNT NON-FUSIBLE DISCONNECT BOTTOM OF CABLE TRAY 8' FLEXIBLE METALLIC CONDUIT. FROM DISCONNECT !
SWITCH, SEE ONE LINE FROM FINISHED FLOOR. SWITCH TO CCR WITH ( i" ♦ •
ON 3 1/2"THICK 2' MIN. OF FLEXIBLE i ♦ • 'J
UNISTRUT TO ALLOW ALL FOR AMPERAGE RATING. ç //_1 1/2" RGS CONDUIT
3'-8" FROM MOUNT 6'-6"TO TOP OF TO MDP. SEE CONDUIT METALLIC CONDUIT. .. G..
CONDUITS TO BE ROUTED NF FINISHED FLOOR NF NF NF NF NF
BEHIND WIREWAY. TOP OF DISCONNECT SWITCH AFF. LAYOUT PLAN. (TYPICAL) _• : S��`1 S %C1
WIRE WAY AT 50'AFF. ILB ORTIZ,P.E3
♦
' L A L No. 775
•
HSB TWB TWA PAPI RW 1-19 RW 5-23 I� A. �'• •'. �,, ���'
3 STEP . . . ....
5 STEP3 STEP ,NOTE 1MUIIb4RAi3WI ORT
E SOLID COPPERGROUND BUS BAR, SEE SHEETS:
BONDING BETWEEN CCR AND E-209 FOR GROUND BUS 2" RGS CONDUIT TO JUNCTION
COPPER BUS BAR INSTALLATION INFORMATION. CAN PLAZA JCP-02, SEE
2" RGS CONDUIT TO JUNCTION SHEET E-205, AND CAN PLAZA 1. A 2 AWG SOLID COPPER CONDUCTOR
CAN PLAZA JCP-02, SEE CONNECTION DETAIL ON SHEET SHALL BE INSTALLED WITHIN THE 6" X 6"
SHEET E-205, AND CAN PLAZA TBD. WIRE WAY. THE 2 AWG SOLID COPPER
CONNECTION DETAIL ON SHEET CONDUCTOR SHALL BE BONDED TO EACH
TBD. WIRE WAY SECTION/FITTING AND SHALL BE
A PROPOSED VAULT NORTH WALL ELEVATION BONDED TO THE 1/4 X 2 COPPER
GROUND BUS AT EACH END OF EACH
WIRE WAY. PROVIDE AN EQUIVALENT
E-204 SCALE: 1" = 2' FLEXIBLE BRAID TO BOND EACH COVER
SECTION.
2. INSTALL CONNECTOR KIT IN WIREWAY FOR NEW AIRFIELD
EACH SERIES CIRCUIT, CONNECT TO THE
RESPECTIVE CCR. INSTALL CONNECTOR LIGHTING VAULT
KIT IN ACCORDANCE WITH NOTE 2 ON
E-304.
3. BOND CABLE TRAY TO GROUND BUS WITH
2 AWG BARE SOLID COPPER CONDUCTOR.
SUPPORT AT 3' INTERVALS AND WITHIN 6"
OF ALL CHANGES IN DIRECTION. BOND PROPOSED
ACROSS ALL CABLE TRAY JOINTS WITH 2
AWG TINNED BONDING STRAP. BOND ALL
RACEWAY AT TRAY/RACEWAY INTERFACE.COMPLY WITH NE AND VAULT WALL
EAST SIDE CABLE TRAY SHALL EXTEND WEST SIDE
REQUIREMENTS FOR DISSIMILAR METALS.METALS. ELEVATIONS
BUILDING WALL AROUND EAST SIDE BUILDING BUILDING WALL
WALL TO CONNECT WITH EXTEND 8' HIGH CABLE TRAY SOUTH SIDE BUILDING WALL 4. THIS WALL AND AREA IN FRONT SHOWN
TO ALIGN WITH THE CENTER SHALL BE DESIGNATED FOR THE 4' W X
NORTH SIDE BUILDING WALL OF THE L-821 CABINET. 6' H SAFETY BOARD. SEE SPECIFICATION TCONTANSPWNLEGEDA VI PROPRIETARY
CABLE TRAY. L-109-16626. INFORNNS DOCLL OF WHICH IS EIPIVILEG DANDPEOBYAVCON,INC.,
5. CONTRACTOR SHALL PROVIDE ALL UTILITIES FOR USE BY THE IN TENDED RECIPIENT,AND FOR A SPECIFIC PURPOSE.
AND SERVICES REQUIRED FOR THE DI3TIBUTON.REPR0MCc ON OROTHEUSEOFTHISD000M1ENT,IN
COMPONENTS SHOWN IN THESE PLANS WHOLE OR IN PART,IS STRICTLY PROHIBITED
III I I 1111111 I 11111111111 111111 I 111111 III IlIllIllIlIllIll 11111 111111 1111 I 111111 I1 1111
INCLUDING BUT NOT LIMITED TO
TELEPHONEHVAC SUPPLY GRILLE OTHER APPURTENANCESPREQUIR D AND
SCALE: GRAPHIC
6'-6" FROM FULLY FUNCTIONAL AIRFIELD LIGHTING
FINISHED FLOOR 7'-8 1/2" FROM ❑ VAULT (AFLV). REVISIONS:
TO TOP OF FINISHED FLOOR ( TIMER RADIO L-821
DISCONNECT HVAC RETURN CTRL 6. A NEW EMERGENCY TELEPHONE SHALL BE NO. DATE BY DESCRIPTION
SEE SHEETS M-001 INSTALLED IN THE PROPOSED VAULT. THE 1 8/21/15 RJP ADDENDUM NO. 2
THROUGH M-301. TELEPHONE IS PROVIDED WITH THE 26C
3'-8' FROM SUB MDP 11/11/15 W CONFORMED DOCUMENTS
6"X6"WIRE WAY NF FINISHED FLOOR NF PNL L-FETY BOARD. SEE SPECIFICATION
A L-109-16626.
7. THE GPS SYSTEM COMPONENTS IN THE
W/Q BEACON ATS ' EXISTING VAULT SHALL BE PRESERVED,
PROTECTED, RELOCATED. AND REUSED IN
THE NEW AFLV.ALL SYSTEMS AND
AREA TO BE USED FOR GPS SERVICES REQUIRED FOR A FULLY CONSTRUCTION DOCUMENTS
EQUIPMENT, TELEPHONE BOARD, FUNCTIONAL GPS SYSTEM SHALL BE
FUTURE PAPI FUTURE CCR RELOCATED TO THE NEW AFLV.
UPC, AND ALL OTHER COORDINATE RELOCATION, RECONNECTION DESIGNED BY: M.A.G.==j I I NECESSARY EQUIPMENT FOR A AND COMMISSIONING OF THE EXISTING
FULLY FUNCTIONING AFLV. SEE --- - - - --- GPS SYSTEM IN THE NEW AFLV WITH DRAWN BY: R.J.P.
NOTES 5 THROUGH 7. T1 FOOT AND ALL OTHER REQUIRED
REGULATORY AGENCIES. CHECKED BY: C.S.J.II
i
APPROVED BY: S.S.
GROUND BUS BAR SPECIAL NOTE TO CONTRACTOR: DATE: TBD
2" RGS CONDUIT TO JUNCTION
CAN PLAZA JCP-02, SEE B PROPOSED VAULT SOUTH WALL ELEVATION I ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT AVCON PROJECT NO. 2014.017.01
SHEET E-205,AND CAN PLAZA LIMITED TO: CONDUIT, CONDUCTORS. AUTOMATIC TRANSFER SWITCH II
DETAIL ON SHEET E-302. E-204 SCALE: 1" = 2' AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE #1.
II SHEET NUMBER
E-204
V.',20141,201-011,01 211 Va i1�k AAAIO De , 51"l. _nn G';i 1 nf.tla, ,'11,I2Ci5 t1S:5S P4
DRAWING NO. 15 OF 41
NOTES: '
CcU ��ti'
1. ALL PENETRATIONS OF THE AIRFIELD LIGHTING 5. FOR SAFETY BOARD REQUIREMENTS, SEE
VAULT (FLOOR. WALL OR CEILING) SHALL BE SPECIFICATION L-109-16626,
SEALED TO PREVENT WATER, INSECT AND DEBRIS
INTRUSIONS.
2. CONTRACTOR SHALL PROVIDE ALL UTILITIES AND
SERVICES REQUIRED FOR THE COMPONENTS SHOWN North
IN THESE PLANS INCLUDING BUT NOT LIMITED TO
TELEPHONE, INTERNET, POWER, AND ANY OTHER 0' 1' 2' 4'
APPURTENANCES REQUIRED FOR A FULLY
FUNCTIONAL AIRFIELD LIGHTING VAULT (AFLV).
GRAPHIC SCALE IN FEET
3. A NEW EMERGENCY TELEPHONE SHALL BE
INSTALLED IN THE PROPOSED VAULT.
4. THE GPS SYSTEM COMPONENTS IN THE EXISTING THIS WALL AND AREA
__ 1i
VAULT SHALL BE PRESERVED, PROTECTED, IN FRONT SHOWN
RELOCATED, AND REUSED IN THE NEW AFLV. ALL SHALL BE DESIGNATED
SYSTEMS AND SERVICES REQUIRED FOR A FULLY FOR THE 4' W X 6' H
FUNCTIONAL GPS SYSTEM SHALL BE RELOCATED TO SAFETY BOARD. SEE
THE NEW AFLV. COORDINATE RELOCATION, NOTE 5.
RECONNECTION AND COMMISSIONING OF THE �ssssecnysUS fid'oQLAND6.?l.agazz yF
EXISTING GPS SYSTEM IN THE NEW AFLV WITH FOOT '''bbbF*T�L!w s -I+di A�:l'+wlsi4 )1�"
AND ALL OTHER REQUIRED REGULATORY AGENCIES. coRPORAryleRTUT .� cu'r�== scr1
o Tbt
M N. / �/ •611,BERTIja�.E.
/ F IDb CIOBTI N4775.
TW TW RW RW NON-FUSIBLE I /i 1
B A 1-19 5-23
HSB PAPI DISCONNECT //t tit3tlt
SWITCH
3 STEP 3 STEP 3 STEP 3 STEP 5 STEP 3 STEP ZEPHYRHILLS
15 KW 7.5 KW 20 KW 10 KW 20 KW 7.5 KW
MUNICIPAL AIRPORT
F"-36" MIN.�-I
NEC ARTICLE
110 REQUIRED
[EXISTING TWA CCR CONSTANT CLEARANCES
SERIAL# 2015011200013 6" x 6" KING
NEMA 1 RACEWAY CURRENT FALL CONSTANT CURRENT REGULATORS SHALL BE
TO 8E USED AS HOT WITH FLIP DOWN COVER. REGULATOR MAINTAINED.
STAND BY(HSB). SEE (CCR), TYP. (CCR) SHALL BE; L-828, AIR T.P
COOLED, FERRO-RESONANT DRY
SHEETS E-307 THROUGH (_-.._..._. _ ....� __.__.._.........-__
E-311 FOR WIRING TYPE, 4BOV SINGLE PHASE INPUT,
E-204 E-204 6.6 AMP, 12OVAC CONTROL,
DETAILS PERTAINING TO INTERNALLY MOUNTED SCO CUTOUT.
480V CONVERSION. RADIO CONTROL, WIND CONE SEE SPECIFICATION L-125 FOR
CONTACTOR, BEACON CONTACTOR, ADDITIONAL DETAILS.TIMER
L-821 CONTROL NEW AIRFIELD
CABINET
�/A r------1 �.--®--.-�
SURGE PROTECTION AREA TO BE USED FOR I ( I I LIGHTING VAULT
DEVICE (SPD). GPS EQUIPMENT, FUTURE
TELEPHONE BOARD, UPC, I FUTURE i I PAPI I ,I
AND ALL OTHER I I I
SPD SPD /_ NECESSARY EQUIPMENT I I I I / '- PROPOSED
FOR A FULLY FUNCTIONING I I I
AFLV. SEE NOTE 4. VAULT
I I I I
L------J L------J EQUIPMENT
LOCATION PLAN
0 000 0 0 0000 AT FN9DN.
ZTO
J 1MAIN DISCONNECT / $GALE: GRAPHIC
LNEW L-854 PILOT CONTROL HVAC UNIT: REVISIONS:
120/240V THROUGH WALL
LIGHTING AV-1 HEAVY DUTY NO.1 DATE I BY I DESCRIPTION
25 KVA TRANSFORMER BARD OR ACCEPTED EQUIVALENT.
CORDINATE METER WITH WITH COPPER ANTENNA. ADB PART #61A0470 OR SEE M-001 THROUGH M-301.
DUKE ENERGY. WINDINGS. EATON OR ACCEPTED EQUIVALENT. Al8/21/15 RJP ADDENDUM NO. 2
ACCEPTED EQUIVALENT. 11/11/15 UV CONFORMED DOCUMENTS
TELEPHONE PEDESTAL
30, 4 WIRE,
CLOSED TRANSITION MAIN DISTRIBUTION PANEL (MDP), 48OV, 30,
ATS, NEMA1, ASCO 4W, 42 CIRCUR, FLUSH MOUNT, NEMA 1, SUB PANEL A. 120/240V, 10, 3W, 24
4000 SERIES CATALOG W/DOOR IN DOOR TRIM. CIRCUIT, FLUSH MOUNT, NEMA 1, W/
#JO4ATSB30400N5OC DOOR IN DOOR TRIM. CONSTRUCTION DOCUMENTS
OR ACCEPTED
EQUIVALENT. DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
SPECIAL NOTE TO CONTRACTOR: DATE: TBD
ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT AVCON PROJECT NO. 2014.017.01
LIMITED TO: CONDUIT, CONDUCTORS. AUTOMATIC TRANSFER SWITCH ii
AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE 1. II
SHEET NUMBER
E-203
DRAWING NO. 14 OF 41
TAXI LANE D
PLACE 2 GRAVEL
ABOVE 6"CRUSHED
CONCRETE OR SHELL
•
/ 20' GRAVEL North
I I PROJECT 5' 5' 6" CRUSHED 0' 2' 4' 8'
__ __ __ 4MM
SPECIFICATIONS C TE R00) GRAPHIC SCALE IN FEET
/ I 2% MAX
10' X 55' (APPROX. 550 SQ FT) I f✓ 9�
`< G 32 779
GRAVEL DRIVEWAY �/ ♦coa �Een nDTTR>ftymT E �I
A :
/ COMPACT TO
(LBR-40) 98%
12' STABILIZED SUBBASEf
MODIFIED PROCTOR DRYDENSITY SrgT
/ • ••
CONCRETE BASE FOR MOUNTING GENERATOR ACCESS DRIVEWAY DETAIL F -, � ITIZ,P .
/ a a GENERATOR SET. FOUNDATION SHALL /' �+.J�-Q)
/ I I EXTEND 3' BEYOND GENERATOR N.T.S. (MUST BE ABLE TO SUPPORT 20 TON APPARATUS) O�tiDf1L10f6No.
ENCLOSURE EDGE ON ALL SIDES.
/
x- 6" BOLLARDS SET IN I I SEE NOTE 3. VAULT SHALL BE A MINIMUM p ,
7 '•*f 6"ABOVE SURROUNDING
FOUNDATION (NOTE 3). SEE
BOLLARD DETAIL ON SHEET CONCRETE SIDEWALK ACCESS GRADE. THE SLOPE SHALL BE Z AYW LS
S-002. TO VAULT BUILDING SHALL LESS THAN A" PER FOOT
EXTEND TO TAXI LANE D. AWAY FROM THE VAULT IN MUNICIPAL AIRPORT
APPROXIMATE DISTANCE = 60'. ALL DIRECTIONS. SEE NOTE 4.
� � ✓iii ✓iii . ✓�� . ✓✓iii,� �✓✓ ✓✓i ✓i,.,ri?ic, •✓✓%✓ r✓,, �✓i✓i,.
NOTE 2
COMMERCIAL POLYURETHANE
NOTE 2
5. rk h h Yom•.
NOTE 3 6' 1
1
HEAVY DUTY 30"WIDE
HEAVY DUTY 60"WIDE COMMERCIAL POLYURETHANE
CORE, FLUSH STEEL PANEL
SINGLE DOOR WITH;
' x t CORE, FLUSH STEEL PANEL
y', ~"•" DOUBSTAINLESDOORS WITL H;
FLOOR SHALL
WITH L AEDURI�MEE AND ANDSTAINLESS HARDWAREL HINGES 16'
» AND HARDWARE EPDXY TYPE FLOOR COATING DOOR CLOSER MECHANISM NEW AIRFIELD
,y -
DOOR CLOSER MECHANISM AND SHALL BE SEALED WITH A PANIC BAR EXIT HARDWARE
0 PANIC BAR EXIT HARDWARE GLOSS FINISH SEALANT. LIGHTING VAULT
✓ CONCRETE STOOP FOR DOOR ✓
VAULT OPENING, TYPICAL
ENTRANCE INTERIOR WALL AND CEILING CONCRETE STOOP FOR DOOR
p ";,• ,,. ` - SIDEWALK 4' SURFACES SHALL BE PRIMED OPENING, TYPICAL.
AND PAINTED OFF WHITE. PROPOSED__________________ / ✓�� ����.:,-,t��,. ,,✓✓✓. ;���< �✓,✓� ✓✓✓✓� ✓✓✓✓✓ ,,�✓ ✓;�. f�,,,,• ��_✓✓✓• ✓✓_�✓, ✓;•" VAULT BUILDING
» � ® WAC UNIT: PLAN
3'
16'
SEE SHEET E-211 FOR PRECAST CONCRETE SHELTER WITH PRECAST FLOOR. ALL EXTERIOR - ATTENnoN:
GENERATOR SIZE AND SURFACES SHALL BE TREATED WITH WATER PROOF COATING/CONCRETE T115 DOCLLOF CONTAINS PRESSLEDRNOPRDPRIETARY
WIRING REQUIREMENTS. IFORUSE By THEI of wwcxaEzftREssly PRovIOED BV AvcoN,wa,
SEALER, PRIMED AND FINISH PAINTED TO OWNERS SPECIFIED COLOR. SEE Oft USE SY THE INTENDEDHECIPIENT,AND FORA SPECIFIC PURPOSE:
SHEETS B-101 AND B-1 O2. F W-UTTHE EXPRESSWRIITENCONEENTOF-CON,INC.ANY
STRIBUTION,REPRODUCTION,OR OTHER USEOF THIS DOCUMENT,IN
WHOLE OR IN PART,IS STRICTLY PROHISRED
42' SCALE: GRAPHIC
REVISIONS:
NO.1 DATE BY DESCRIPTION
/15 RJP ADDENDUM NO. 2
GENERAL NOTES: 1 81/11/5 UV CONFO MED DOCUMENTS
1. VAULT BUILDING SHALL BE A PRE-ENGINEERED, 42'X16'X9'2"
DUKE ENERGY NEW UNDERGROUND (INTERIOR DIM.) PRE-ENGINEERED CONCRETE STRUCTURE,
ELECTRICAL SERVICE WITH PAD MANUFACTURED BY OLD CASTLE OR ACCEPTED EQUIVALENT.
MOUNTED TRANSFORMER. PRE-ENGINEERED CONCRETE STRUCTURE SUBMITTAL SHALL BE
SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED CONSTRUCTION DOCUMENTS
IN THE STATE OF FLORIDA
PROPOSED AIRFIELD LIGHTING VAULT BUILDING PLAN 2. VAULT BUILDING ENTRANCE SHALL BE COVERED. COVER SHALL DESIGNED BY: M.A.G.
EXTEND 6" BEYOND PERIMETER OF DOOR OPENING PADS.
DRAWN BY: R.J.P.
3. CONCRETE WORK SHOWN ON THIS PLAN ASSOCIATED WITH THE
SPECIAL NOTE TO CONTRACTOR: SEAWARD D U DERTOR SHALL BTHIS CONTRACT.E CONSTRUCTED ONLY IF THE GENERATOR CHECKED BY: C.S.J.11
4. THE CONTRACTOR SHALL CLEAR, GRADE, AND SOD THE AREA APPROVED BY: S.S.
ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT AROUND THE VAULT FORA MINIMUM DISTANCE OF 15 FEET
UMITED TO: CONDUIT, CONDUCTORS, AUTOMATIC TRANSFER SWITCH (4.57 M) ON ALL SIDES, DATE: TBD
AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE #1.
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-202
DRAWING NO. 13 OF 41
- :,'�'�\2,�ik Jul pi - ra�it 8r',nvA!0'Je „•12IIi i.tiS) ,. - CAG,�`., D,.�7C�:' wG li/"/'?0 •,.ty'.=1f
',, 41i
North
0 25'......50' -100'.-.
GRAPHIC SCALE IN FEET
` ` l aro �'�otnl3fry�
GPS •.
RW119 _.. -...
A— SPARE S-r
B — SPARE f/
C — SPARE _ �- A- SPARE -D • ;`
D — RWI19 t B — SPARE
A — SPARE 6, � x E — TWB C — SPARE
B — SPARE 6� F— W/C BC O T
C — SPARE D — RWI19 „� • �/l,. .•
" u E — TWB : T ,P.P.
D— TW- I19 BEACON ♦ .".am„ :w,. F— W/C BC Qiy E .•747*
F— W/C BC � O
•.....•
,/,jjay..
SOD FINISHED AREA fir ��' E1 b1�MnL�S
APPROXIMATELY 675 SQ FT.
SPARE A
JR
MUNICIPAL AIRPORTTO NEW 277/480V ----�
UNDERGROUND UTILITY r �+` n� '•» .1 - j ^^^
AND PADMOUNT
TRANSFORMER. n}`, 0 i I '" 7
COORDINATE WITH DUKE
ENERGY.
A RW523 KEY PLAN
B TWA
s r.
C PAPI
JCP-01 CONNECTION DIAGRAM D Rws �` NEW AIRFIELD
JCP 02-6 �` �„�
F w ° ac \ LIGHTING VAULT
E_ X119
F— W/C ec IWD
PROPOSED
A� VAULT SITE PLAN
Twe jI , ��_ rtwil9
TWA ( 7W8 `�, r ""a t
PAPI - - j�. THIS DOCUNIENTO NIS PRTION
�� x �, r ONTRISE PRESSLEOR VI PROPRIETARY
SPARE to INFORMATION EI OF VAIICHISEWNT,AND PROVIDEDSYIC PUR INC.,
RW11 a i. -; FOR USE BY THE INTENDED RECIPIENT AN ENT OF SPECIfIC PURNOSE.
RW5231/ ( DISTRI UT.7R ODUCTION OR OTHER USE OF THIS DOCUMENT,IN
WHOLE OR IN PART 0 STRIr PR RED
� �' GRAPHIC
SPECIAL NOTE TO CONTRACTOR: �u �� SCALE: REVISIONS:
",. ,KI j "' /'--.-� -"`" NO. DATE BY DESCRIPTION
ALL WORK PERTAINING TO THE GENERATOR INCLUDING BUT NOT " �� ? -ice_I J , - `" '�"" 1 `
LIMITED TO: CONDUIT, CONDUCTORS, AUTOMATIC TRANSFER SWITCH "�" 1 , 8/21/15 RJP ADDENDUM NO. 2
AND CONCRETE SHALL BE BID UNDER ADDITIVE ALTERNATE #1 "� " ' ,E 1 0+ 11/11/15 W CONFORMED DOCUMENTS
A— RW523
I
r
1
e TWA
C — PAPI NOTE:
�� �' CONSTRUCTION DOCUMENTS
D - RWI19 -- ,>
E - 1W8 1. RELOCATE TELEPHONE, INTERNET, AND ALL OTHER SERVICES Y`y'
F - W/C BC REQUIRED FOR A FULLY FUNCTIONING AIRFIELD LIGHTING VAULT. DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
JCP-02 CONNECTION DIAGRAM DATE: TBD
---- AVCON PROJECT NO. 2014.017.01
DS-03
x r SHEET NUMBER
� - - � - E-201
DRAWING NO. 12 OF 41
PRESERVE, PROTECT, PRESERVE, PROTECT, RELOCATE AND NOTES:
RELOCATE AND REUSE RADIO RW 18- MAIN DISTRIBUTION PANEL 36 REUSE CONTROL PANEL IN NEW AFLV
CONTROLLER IN NEW AFLV 1. MAINTAIN EXISTING AIRFIELD LIGHTING CIRCUITS NECESSARY TWB CCR TWA CCR RW1836 CC
NON-AIRFIELD LIGHTING SERIES CIRCUIT CONDUCTORS IN R aw ,>WIND SOCK } DISTRIBUTION PANEL A" FOR AIRFIELD OPERATIONS.
AND PAPI CCR ROTATING BEACON I
2. PROTECT EXISTING SYSTEMS/COMPONENTS/ITEMS TO REMAIN. "-
RW18/36 y ,y,
�lI l P
REGULATOR 3. SEE SHEET E-001 FOR GENERAL NOTES AND SHEET E-002 t ,� � L'I) �
FOR SYMBOL LEGEND. .1a
4X4
i 1 ' 4. AIRFIELD LIGHTING SERIES CIRCUIT CONDUCTORS SHALL NOT WIREWAY _ OCCUPY THE SAME RACEWAY OR ENCLOSURE WITH " v
M` �' 1" j
TWB ACCORDANCE WITH NEC ARTICLE 300.3(C)(2). ;
CUTOUT FOR 5-23 ---- ---- �
REGULATOR - RW 5. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES
AND CIRCUITS PRIOR TO BEGINNING WORK. CONTRACTOR T
18-36 SHALL BE SOLEY RESPONSIBLE FOR THE PROTECTION OF
TELEPHONE BOARD, 18/36 FIELD CONDUIT - ALL SERVICES AND CIRCUITS AND SHALL REPAIR ANY ��
MODEM. UPC ( DAMAGE AT THE CONTRACTORS EXPENSE. :L
Iql}
35 6. ALL EQUIPMENT, COMPONENTS, AND SYSTEMS NECESSARY
RW 5-23 = 22 ITEMS
- f FOR R BE RELOCATED AND REUSED IN NEW AFLV
/ SHALL BE PRESERVED AND PROTECTED. TAXIWAYS AND PAPI
O��L P ANN�R��
TWA 7. GPS SYSTEM IS A LEICA GR10 GNSS. GPS SYSTEM SHALL VAULT NORTH WALL
� t nis�_ a T
WA, RW ;_ --�'"" BE RELOCATED AND REUSED PER MANUFACTURER REGULATOR ELEVATION ♦� .•••P �`"�, r�
SPECIFICATIONS. CONTRACTOR SHALL COORDINATE
ALL GPS SYSTEM / i 4-22 TWB ( RELOCATION AND RE-COMISSION OF EQUIPMENT WITH FOOT
COMPONENTS SHALL BE j AND ANY OTHER REQUIRED REGULATORY AGENCIES. THIS /,
PRESERVED. PROTECTED. PAPI I - -- ---
RELOCATED, AND RE-USED IN FALLS UNDER PAY ITEM L-109-6. RADIO SUB PANEL (A)
• rl
WINDCONE AND _ • O yyjj,
NEW AFLV. ! ' _� 8. TELEPHONE. MODEM. UPC. AND RELATED S BEACON CONTACTOR ONTROLLER L-821 CONTROL PANEL ,. Yet
___,I WHICH SUPPORTAND ARE NECESSARY FOR ALL OTHER " _�S
TWA CCR SHALL BE '--- II "- VAULT SYSTEMS,AND COMPONENTS SHOWN IN THESE PLANS, C r �...'. ;
PRESERVED, PROTECTED. I' '
RELOCATED,AND RE-USED IN -'- SHALL BE PRESERVED, PROTECTED, RELOCATED,AND REUSED r
NEW AFLV. SEE SHEET (J INS THE NEW AFLV. ALL REQUIRED WORK TO RESTORE � ERI��TIZ,P.�.
AND SHEETS CUTOUT FOR TWA WINDSOCK (TOP) TWB REGULATOR SERVICE IN NEW AFLV IS INCIDENTAL TO THE RESPECTIVE ,
##### CONTROL (BOTTOM) PAPI REGULATOR L-109 PAY ITEMS. / Lb NSETVp'74775
+ �j '�..•••••
THROUGH #####. CUTOUT FOR TWB CABINET
9. ALL EXISTING CCR'S, SCO CUTOUTS AND AIRFIELD
CUTOUT FOR PAPIS PAPI FIRST RENT SHALL OF BE PROVIDEDNY E TO THE QUIPMENT NOT
FOR THE �I� NGINE ���
EXISTING VAULT TRANSFERRED TO THE OWNER SHALL BE LEGALLY DISPOSED
OF OFF AIRPORT PROPERTY. ______
a MUNICIPAL AIRPORT
FLOOR PLAN
IN _.- __. -_... R(..rJ t3U•,- (
ACF WINDCONE/BEACON L-821 CONTROL PANEL(LEFT)
MA
"` ° CONTACTOR(LEFT) SUB PANEL"A"(RIGHT) ' 4
-
T-
RADIO CONTROLLER
(RIGHT):.JAI •' j �" „G. .-f� `.'C'c ,aa
KEY PLAN\f F
awn' r RFA COL`, NEW AIRFIELD
- -� LIGHTING VAULT
w
EXISTING VAULT
CONDITIONS
If, w
�x o "` a- , IFORUSEIBYTH LI O DEIDRi6 XERT SLYPROVDEDSYA URP..C.
-.. _ _ c`w't �. ' syi I FORUSE BY TNEINTENDEO RE-ENCONS FORRSPEOIFKPURPOSE.
f -- - -- f ,,, s.a : VrtxUTION,EEXPREE3 NRRTEN CONSENT OF RVCON,INC.ANY
j° 22 GPS COMPUTER CABINET DIS RED ED ,ITS DHI11 M1ENT.IN
T10N,REPRODUCTION,OR OTHER USE OF THIS OOCU
WHOL ftIN PERT TRICTLY P0. RFD
SCALE: GRAPHIC
REVISIONS:
`' - MAIN DISTRIBUTION PANEL"MEP" NO. DATE BY DESCRIPTION
1 8/21/15 RJP ADDENDUM NO. 2
h t '
DOCUMENTS
CONSTRUC
TION
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
.if
AVCON PROJECT NO. 2014.017.01
EXISTING PANEL A -42 CKT PANEL SCHEDULE SHEET NUMBER
UPC TELEPHONE BOARD E-1 03
DRAWING NO. 11 OF 41
EXISTING AIRFIELD
LIGHTING VAULT
•
North
0' 10' 20' 40'
GRAPHIC SCALE IN FEET LkkNi I
EXISTING OHE POLE
AVCON INC.
Ss5s F_Mf N.YUv
loon s
c.
E TIZ,P.E. •
(fLOgI ICE .74775
tS1
EXISTING GPS `
ANTENNA TO REMAIN MUNIGf1f:*AU iI1lFZ�ORT
EXISTING OHE POLE
EXISTING AIRFIELD .vd'�/`'' ',
EXISTING CONCRETE/ASPHALT BEACON TO REMAIN
KEY PLAN
APPROX. AREA = 862 SQ FT
TO BE REMOVED
NEW AIRFIELD
NOTES: LIGHTING VAULT
1. REMOVE EXISTING ASPHALT AND/OR CONCRETE.
TREE AND BRUSH
REMOVAL. APPROX. 2. REMOVE EXISTING TREES AND BRUSH.
AREA = 1000 SQ FT.
3. STABLI OF PROPOSED A VAULT AE SHALL BE EXISTING SITE
ESTABLISHED TO PREFABRICATE VAULT FINISHED
FLOOR 6 ABOVE EXISTING GRADE. EXISTING SITE CONDITIONS AND
SHALL BE RE-GRADED TO ACCOMMODATE NEW
BUILDING. GRADING FROM TOP OF FINISHED SITE PREPARATION
FOUNDATION SHALL SLOPE AWAY FROM BUILDING
AND SHALL NOT BE LESS THAN}" PER FOOT
AWAY FROM THE VAULT IN ALL DIRECTIONS.
ENnox:
4. DISPOSAL OF MATERIAL IS INCIDENTAL TO ITS THISDOCUxL OF CONTAIS PRINLEOEDRND PROPRIETARY
RESPECTIVE L-109 PAY ITEM. IroRUSESYTHEI eDEDRE IviEPrRTANDFORASPECIFl PURP'osE.'
_OUT THE ERPNESS WRI-N CONSENT OF AVCON,INC.ANY
DISTRIBUTION,REPRODUCTION,OR OTHER USE OF THIS OOCUNENT,IN
WHOLEOR IN PART,IB STRICTLY PROHIBR
SCALE: GRAPHIC
REVISIONS:
NO. DATE BY DESCRIPTION
8/21/15 RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
L�� CONSTRUCTION DOCUMENTS
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
E-102
DRAWING NO. 10 OF 41
North
GRAPHIC SCALE IN FEET
` a
va ,
> �L Ii65 1,
555 II WI 5T SUITe'2EWgRI. 3�el
PL
..'',,1{{1 I x T
\� { � CORPS}.R 'A 10 R121'IOC�I[ EP1457
` • 1
Sly
: ',
a /��••RID d LfC R 1z,P.*
ZEPHYRHILLS
MUNICIPAL AIRPORT
sue,
�c,r
KEY PLAN VAULT BUILDING VAULT BUILDING �, `;�; ' NEW AIRFIELD
NORTH SIDE SOUTH SIDE LIGHTING VAULT
� i \
EXISTING VAULT
SITE PLAN
Y ATTENTION:
" +%' i THI6DOCOMENTCONTAIN5 PRMLEGEDANDPROPRIEFARY
"` ` ) INFORMATION,ALL OF WHICH IS EXPRESSLY PROVDED BY AVCON,INC.
" r,.,f �� ���, '\ �.. THE INTENDED RECIPIE C,APO FORA 6PECIEIC PURPOSE
''i.' ���' i"i"? j ! UTTHE E%PRE93 NRRTEN ONSENT OFAVCON INC.ANY
FOR OSE
WrtNO
"^ { \ - OISTRIBUTIO WHOLEORIIN PART,IISSTR CTLYPROHISRED UM1ENT,IN
�' SCALE: GRAPHIC
eREVISIONS:
�f, NO. DATE BY DESCRIPTION
/j/ � T`� ,.' =3 ,*'` -'" ,, `r burr 11�11�15 W CANFORMED DOCUMENTS
AIRFIELD BEACON GPS ANTENNA _ 1
_ 1 CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.11
-
._. APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
---
g
SHEET ER
T /
�a
—1
t
E-101
DRAWING NO. 09 OF 41
ELECTRICAL SYMBOLS LEGEND SYMBOL NEW ITEM DESCRIPTION SYMBOL EXISTING ITEM DESCRIPTION
NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR v,,,
ON THE PROJECT DRAWINGS. REFER TO DETAIL AND SPECIFICATIONS DEMOLISH. REMOVE CABLE, DEMOLISH SIGN BASES, DEMOLISHED ITEMS EXISTING L-806, WINDCONE.
FOR MOUNTING HEIGHTS. X BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
THE PROJECT.
POWER SYMBOLS !- """ EXISTING DUCT SECTION IDENTIFIER
d CONCRETE END OF DUCT MARKER OR CABLE MARKER. INSTALL AS REQUIRED
� ❑ JUNCTION CAN PLAZA BY CONTRACT DOCUMENTS, WHETHER SHOWN OR NOT. ,.r:�
y I FUSED DISCONNECT SWITCH WITH ENCLOSURE
LgTIJ JUNCTION CAN PLAZA, SIZE AS NOTED ON PLANS COMPLETE AND INSTALLED
WITH ALL APPURTENANCES. I) D - BASE CAN
I MULTIWAY DUCT BANK DIRECT BURIED. QUANTITY AND SIZE OF DUCTS NOTED EXISTING GROUND ROD LOCATION
L � CIRCUIT BREAKER PANEL WITH ENCLOSURE XWX ON PLANS. ALL CONDUIT WORK WITHIN EXISTING PAVEMENT SHALL BE
DIRECTIONAL BORE. COST OF DIRECTIONAL BORE IS INCIDENTAL TO RESPECTIVE
L-110 CONCRETE ENCASED PAY ITEM. NO OPEN CUTTING OF EXISTING EXISTING 2" PVC CONDUIT. NUMBER OF HASH MARKS p �
PAVEMENT IS PERMITTED. "� INDICATE THE NUMBER OF L-824 5KV#8 AWG CABLE � xs
INSTALLED IN DUCT, i��s�.nac a mo.o 922¢779
C � METER BASE �� [wvI sB
T co R no aseR:sosT
O CAP OR PLUG END OF CONDUIT. INCIDENTAL TO CONDUIT/DUCT WORK. _.._'i DIRECT BURIED 5KV CABLE. NUMBER OF HASH MARKS . •�'y'�:';�"`
/ INDICATE THE NUMBER OF L-824 5KV #8 AWG
6/ SWITCH CABLES.
• .
O` DUCT SECTION IDENTIFIER »I EXISTING END OF DUCT OR CABLE MARKER . N '' w
1 CIRCUIT BREAKER 1
O EXISTING L-861T TAXIWAY EDGE LIGHT [. �S
J�j� c 1
3/4' X DIAMETER COPPER-CLAD STEEL SECTIONAL GROUND ROD. • GIL�L42T� TIZ,I E./f
TRANSFORMER THE GROUND ROD SHALL HAVE EARTH RESISTANCE OF 10 OHMS •IP •'.F R I SE Igo. 775!
rv�yYr _ PRIOR TO CONNECTION OF THE GROUND GRID OR COUNTERPOISE CIRCUIT CALLOUTS:
CONDUCTORS. '•
TAXIWAY CIRCUIT ! �OHA� ,NG� ♦�` `.`
DISCONNECT SWITCH NEW AIRFIELD LIGHTING DIRECT BURIED CONDUIT. NUMBER OF TW A !!', }P y •I S
HASH MARKS INDICATE THE NUMBER OF NEW L-824 5KV//8 MUNI�AL AIRPORT
AWG CABLES INSTALLED IN DUCT. DIRECTIONAL BORE OR OR OPEN
TRENCH WHERE REQUIRED AS SHOWN IN THE PLANS.
ST SHUNT TRIPTEXISTING ITEM DESCRIPTION TAXIWAY ID
PE PHOTOCELL LINETYPE(ALL LINETYPES MAY NOT BE APPLICABLE) TAXIWAY
EXISTING AIRFIELD LIGHTING CONDUIT RUNWAY CIRCUIT
RW 5
.. EXISTING AIRFIELD LIGHTING MULTIWAY DUCT BANK
XWX
CONDUIT AND WIRE
RUNWAY ID
DIRECT BURIED AIRFIELD LIGHTING CABLE RUNWAY
CONDUIT CONCEALED IN WALLS OR ABOVE CEIUNGS NEW AIRFIELD
CONDUIT CONCEALED UNDERGROUND OR IN SLAB JUNCTION CAN PLAZA LIGHTING VAULT
CONDUIT HOMERUN - CONDUCTORS ARE #12 AWG CU EXISTING ELECTRICAL UTILITY POWER JCP - 01 - 2D
UNLESS OTHERWISE INDICATED. SEE GENERAL NOTES FOR
DERATING OF CONDUCTORS BAS D ON CIRCUIT LENGTHT f [_............ QUANTITY AND SIZE OF
AND CONDUCTORS IN A CONDUIT) BASE CANS IN PLAZA
EXISTING COMMUNICATIONS DUCT BANK UNIQUE NUMERICAL _CONDUIT EXPOSED ON WALLS OR CEILINGS IDENTIFIER AIRFEILD
- - EXISTING CONDUIT JUNCTION CAN PLAZA ELECTRICAL BSYMBOLS
CONDUCTORS,CH UIT, SLASH MARKS LONG R SLASH SINEUTRALTE NUMBER SHORTER MULTI WAY DUCT BANK
SLASH IS A PHASE LFADL, 2 #12, 1 #12, GROUND X W X
MINIMUM MARKED BY A SMALL DOT (UNLESS OTHERWISE NEW ITEM DESCRIPTION
NOTED OR MARKED); QUANTITY OF ARROWS INDICATES LINETYPE(ALL LINETYPES MAY NOT BE APPLICABLE) ATrwnox:
QUANTITY OF HOMERUNS TO PANELBOARD. PROVIDE SIZE OF DUCT IN INCHES. THIS DocuA,ENTcoNTAiNS PRrvILEDeo ANO PROPRIETAm
EQUIPMENT GROUNDING CONDUCTOR FOR EACH BRANCH T TT INFORNAnoN,Au of wxlcH is EZPRESSITPRI-DED BY AVCON,INC,
CIRCUIT. AIRFIELD LIGHTING CONDUIT DIRECT BURIED WAY FOR USEBY THE INTENDED RECIPIENT,AND FORA SPECIFIC PURPOSE. -
-OUTTHEEXPRESSYA 14CONSENTOFAVCON,INC.ANY
RECEPTACLES AIRFIELD LIGHTING MULTIW NUMBER OF MUTIWAY DUCTS. ofs RiBUnoN,REPROR IN AR,OR STHw LY VRIONBUTED cuxENT,
•� DUPLEX RECEPTACLE — — — — — — — ------ - -— SCALE: GRAPHIC
+ GFCI) DUPLEX GFCI RECEPTACLE
ABBREVIATIONS:
IG) DUPLEX ISOLATED GROUND RECEPTACLE. REVISIONS:
EWC) ELECTRIC WATER COOLER, COORDINATE LOCATION WITH PLUMBING U.N.O. UNLESS NOTED OTHERWISE No. DATE BY DESCRIPTIONINSTALLER. LOCATE GFCI RECEPTACLE CENTERED UP UNDER COOLER.
(WPG) DUPLEX GFCI RECEPTACLE, WEATHERPROOF COVER
FT. FOOT 1 8/21/15 RJP ADDENDUM NO. 2
OUADRAPLEX RECEPTACLE IN TWO GANG BOX COVER. RW RUNWAY 11/11/15 UV CONFORMED DOCUMENTS
TW TAXIWAY
SWITCHES C.C. CENTER TO CENTER
$D,b LOWER CASE SUBSCRIPTS INDICATE OUTLET CONTROLLED CE CONCRETE ENCASED
CONSTRUCTION DOCUMENTS
S, SINGLE POLE SWITCH (UNLESS NOTED BY SUBSCRIPT)
DB DIRECT BURIED
• 2 DOUBLE POLE FAA FEDERAL AVIATION ADMINISTRATION
3 WAY DESIGNED BY: M.A.G.
4 WAY PAPI PRECISION APPROACH PATH INDICATOR D DIMMER SWITCH (150OW UNLESS NOTED) FOC FIBER OPTIC CABLE DRAWN BY: R.J.P.
E EMERGENCY SWITCH
K KEY OPERATED -
P PILOT LIGHT INDICATION UGE UNDERGROUND POWER CHECKED BY: C.S.J.II
T SINGLE PHASE 20 AMP MOTOR STARTING SWITCH
EXPLOSION PROOF COMM COMMUNICATIONS CABLE
OS] OCCUPANCY SENSOR RSA RUNWAY SAFETY AREA APPROVED BY: S.S.
WP J WEATHER PROOF
ROFA RUNWAY OBSTACLE FREE AREA DATE: TBD
TSA TAXIWAY SAFETY AREA
TOFA TAXIWAY OBSTACLE FREE AREA AVCON PROJECT NO. 2014.017.01
TLOFA TAXIWAY LANE OBSTACLE FREE AREA
AFLV AIRFIELD LIGHTING VAULT SHEET NUMBER
AFF ABOVE FINISHED FLOOR E-002
DRAWING NO. 08 OF 41
NOTES:
1. PROJECT PAY ITEMS: THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL WORK TO 17. ALL LOOSE MATERIALS SHALL BE REMOVED FROM ALL EXCAVATIONS FOR ELECTRICAL EQUIPMENT, 32. ALL L-868 BASE CANS AND TRANSFORMER HOUSES SHALL BE EQUIPPED WITH ONE INTERNAL AND
BE PERFORMED AS SHOWN IN THE CONTRACT DOCUMENTS. ALL WORK NOT IDENTIFIED WITH A RACEWAYS, MANHOLES, PADS, ETC. THE BOTTOM OF THE EXCAVATION SHALL BE COMPACTED TO THE - TWO EXTERNAL GROUND STRAPS EACH WITH GROUND CLAMPS. NOT MORE THAN ONE (1) SINGLE #2
SPECIFIC PAY ITEM SHALL BE CONSIDERED REQUIRED WORK TO COMPLETE THE PROJECT, AND SHALL FOLLOWING CRITERIA PRIOR TO THE INSTALLATION OF THE ELECTRICAL ITEM AND BACKFILL AWG BARE SOLID COPPER CONDUCTOR SHALL BE PERMITTED TO BE TERMINATED ON ANY SINGLE
BE CONSIDERED SUBSIDIARY TO THE COST OF PROJECT PAY ITEMS PROVIDED. BASE CAN GROUND CLAMP. ALL GROUNDING AND BONDING CONNECTIONS SHALL BE MADE IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND LISTINGS. ALL COUNTERPOISE AND
2. WHENEVER, IN THE CONTRACT DOCUMENTS, THE WORDS "PROVIDE". "FURNISH", "INSTALL", GROUNDING/BONDING CONNECTIONS SHALL BE UL 467 LISTED FOR DIRECT EARTH BURIAL AND
"FURNISH AND INSTALL", OR OTHER WORDS OF LIKE IMPORT ARE USED, IT SHALL BE UNDERSTOOD SOIL TYPE DESIGN AIRCRAFT TEST UNDER IN ENCASEMENT IN CONCRETE AND UL 96 LISTED FOR LIGHTNING PROTECTION. ALL TOP CAN SECTIONS
THAT THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE FOR THE CONSTRUCTION AND GROSS WEIGHT STANDARD PAVEMENT TURF SHALL BE EQUIPPED WITH ONE INTERNAL BASE CAN GROUND STRAP WITH A GROUND CLAMP. LIGHT
COMPLETION IN EVERY DETAIL OF THE WORK DESCRIBED. IT IS FURTHER INTENDED THAT THE BASE GROUND CLAMP SHALL BE JAQUITH AWO919, OLSON CLO1843 OR ACCEPTED EQUIVALENT.
CONTRACTOR SHALL FURNISH ALL LABOR. SUPERVISION, MATERIALS, EQUIPMENT, TOOLS. <30% RETAINED >60,000 ASTM 100% 95%
TRANSPORTATION, SUPPLIES. TESTING AND INCIDENTALS REQUIRED TO COMPLETE THE WORK IN ON 3/4 SIEVE LBS D1557 33. ALL GALVANIZED MATERIALS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION, CONFORMING TO
ACCORDANCE WITH THE DRAWINGS (PLANS), SPECIFICATIONS AND TERMS OF THE CONTRACT. ASTM A-386 AND/OR A-153, UNLESS NOTED OTHERWISE (LINO).
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, ETC., PRIOR TO <30% RETAINED 560,000 ASTM D698 100% 98% 34. UNLESS NOTED OTHERWISE, ALL PANELBOARDS, JUNCTION BOXES, WIRE WAYS AND ETC., SHALL BE
COMMENCEMENT OF WORK. THE COST OF PERMITS. LICENSES, ETC., SHALL BE INCIDENTAL TO AND ON 3/4" SIEVE LBS SPACED OFF THE CONCRETE STRUCTURE BY USING A UNISTRUT P-1060 SERIES SQUARE WASHER
INCLUDED IN THE BID PRICE FOR THE RESPECTIVE PAY ITEMS. PROVIDE AND PAY FOR ALL OR ACCEPTED EQUIVALENT BETWEEN THE MOUNTING SURFACE AND THE EQUIPMENT AT EACH
PERMITS, LICENSES, FEES AND INSPECTIONS REQUIRED FOR THE PERFORMANCE OF THE WORK. THE >30% RETAINED >60,000 AASHTO 100% 95% MOUNTING POINT. EQUIPMENT AS LISTED ABOVE, MOUNTED ON UNISTRUT OR ACCEPTED EQUIVALENT
CONTRACTOR SHALL PAY ALL SALES, CONSUMER, USE AND OTHER TAXES REQUIRED IN ACCORDANCE ON 3/4' SIEVE LBS T-180 SHALL HAVE UNISTRUT P-1060 SERIES SQUARE WASHER OR ACCEPTED EQUIVALENT INSTALLED
WITH THE LAW OF THE PLACE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO BETWEEN THE UNISTRUT CHANNEL OR ACCEPTED EQUIVALENT AND THE EQUIPMENT AT EACH A Wj I�IC.
OBTAIN AND PAY FOR ALL REQUIRED LICENSES, FEES AND INSPECTIONS INCLUDING METER >30% RETAINED 560,000 AASHO 100% 95% MOUNTING POINT. ALL BOLTED CONNECTIONS AND EQUIPMENT MOUNTINGS IN DRY LOCATIONS SHALL _�1c� iaE1j.1r{+
INSTALLATION FEE. THE COST FOR SUCH SHALL BE INCLUDED IN THE BID PRICE. IT IS THE UTILIZE A FLAT WASHER, LOCK WASHER AND HEX HEAD A-325 BOLTING HARDWARE, UNO. ssss e.afL r.,scmEz -cxaA��azazz-znv
ON 3/4" SIEVE LBS T-99FP�c
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE APPLICABLE UTILITY COMPANY(S) TO DETERMINE IF R: t ova �jS1`
ANY FEES, CHARGES OR COSTS WILL BE DUE THE UTILTY COMPANY(S) AS REQUIRED BY THE UTILITY 35. ALL BOLTING HARDWARE IN DAMP OR WET LOCATIONS SHALL BE STAINLESS STEEL. ALL MOUNTING
COMPANY(S) FOR TEMPORARY POWER, INSTALLATIONS, HOOK-UPS, ETC. THIS FEE, CHARGE OR 18. DURING THE DEMOLITION PHASE AND PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THAT CHANNEL IN DAMP OR WET LOCATIONS SHALL BE STAINLESS STEEL. �` •...
COST SHALL BE INCLUDED IN THIS CONTRACTOR'S PRICE. FUNCTIONAL RACEWAY EXISTS FROM BASE CAN TO BASE CAN, ETC TO CIRCUIT THE AIRFIELD LIGHTING
36. THE CONTRACTOR SHALL GENERATE AND SUBMIT FOR APPROVAL A MAINTENANCE OF POWER PLAN
AS SHOWN ON THE CIRCUITING PLANS. SHOULD ADDITIONAL RACEWAY NEED TO BE INSTALLED THE FOR ALL ELECTRICAL SERVICES IMPACTED BY THIS PROJECT. CONTRACTOR SHALL MAINTAIN POWER • SS i
4. ITEMS SHOWN IN SCREEN (HALFTONE) ARE EXISTING OR CIVIL ITEMS. ITEMS SHOWN IN SOLID (BOLD) CONTRACTOR SHALL INSTALL THE RACEWAY PRIOR TO THE PAVING OPERATIONS. THE CONTRACTOR
SHALL CERTIFY IN WRITING TO THE OWNER PRIOR TO PAVING OPERATIONS THAT FUNCTIONAI_ (PERMANENT OR TEMPORARY) TO ALL FAA OR AIRPORT FACILITIES AT ALL TIMES UNLESS A VVV W
ARE NEW TO BE INSTALLED UNDER THIS CONTRACT, UNLESS OTHERWISE NOTED. 75
RACEWAY EXISTS AND IS PROPERLY ROUTED TO PROVIDE FOR CIRCUITING IN ACCORDANCE WITH THE SCHEDULED OUTAGE IA APPROVED. SCHEDULING AND DURATION OF ANY POWER OUTAGE IS AT THE
TO
5. ANY EXCAVATION WITHIN 5 FEET OF ALL EXISTING UNDERGROUND UTILITIES SHALL BE PERFORMED BY CONTRACT DOCUMENTS. SEE SHEETS E-101 AND E-201 FOR EXISTING AND PROPOSED CIRCUITING. SOLE DISCRETION OF THE OWNER. COST OF MAINTENANCE OF POWER AND ALL NECESSARY
HAND EXCAVATION METHODS. EXISTING DIRECT BURIED CABLES TO REMAIN SHALL BE ENCLOSED IN MATERIALS, LABOR, TRANSPORTATION, SUPERVISION AND COORDINATION ARE INCIDENTAL THE
SPLIT DUCT AND ENCASED IN A 3" ENVELOPE OF P-610 CONCRETE UNDER THE FOLLOWING 19. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE EXISTING DUCT BANK CONDITIONS. THE L-104 PAY ITEM PROVIDED. •
CONDITIONS: (SEE DETAIL SHEETS) CONTRACTOR WILL BE REQUIRED TO INSTALL THE NEW CABLES IN DUCTS WITH EXISTING CABLES. "C� � I SA LIKEN '
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF THE EXISTING CABLES. THE • Ijl'l! LICENSE No.711775
A. WHEN WITHIN 20 FEET OF EXCAVATION. TRENCHING, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF CABLES DAMAGED ••.
B. WHEN PAVEMENT WIDENING OR EXTENSIONS WILL BE ROUTED OVER THE EXISTING CABLE. DURING CONSTRUCTION. REPAIR OR COMPLETE REPLACEMENT SHALL BE AT THE ENGINEER'S ••
THE SPLIT DUCT WILL EXTEND 20 FEET BEYOND THE NEW EDGE OF PAVEMENT. DISCRETION. THE COST OF REPAIR OR REPLACEMENT SHALL BE AT THE CONTRACTOR'S EXPENSE. lr "•"
D. WHEN ENCOUNTERED E CONSTRUCTION.
ON. /�t
r,` \ %:,
D. WHEN SUBJECT.TO DAMAGE, IN THE OPINION OF THE ENGINEER FROM CONSTRUCTION 20. THIS CONTRACTOR SHALL COMPLETELY SURVEY AND STAKE OUT VAULT RELATED STRUCTURES AND /
ACTIVITIES. SITES PRIOR TO STARTING ANY INSTALLATION. SHOULD ANYIRREGULARITIES OCCUR IN THE VAULT � L A��tPORT
SITE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE BID ITEM PRICE SHALL INCLUDE THEMUN {
AN END OF DUCT MARKER SHALL BE INSTALLED ABOVE EACH END OF THE DUCT. ALL DAMAGE TO PROCUREMENT, PRESERVATION, PROTECTION, AND RELOCATION FOR ALL APPLICABLE VAULT
UTILITIES OR EXISTING STRUCTURES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. THE COMPONENTS REQUIRED FOR COMPLETION OF THE PROJECT,AND THE COST FOR ANY ADDITIONAL
ENGINEER SHALL DETERMINE WHETHER REPAIR OR REPLACEMENT IS NECESSARY. REFER TO THE COMPONENTS REQUIRED FOR COMPLETION OF A FULLY OPERATIONAL ELECTRICAL VAULT. THE NEW
SPECIAL PROVISIONS OF THE CONTRACT FOR LIQUIDATED DAMAGES THAT MAY RESULT FROM DAMAGE AIRFIELD LIGHTING VAULT INSTALLATION SHALL BE CONSTRUCTED IN COORDINATION WITH THE EXISTING
TO EXISTING UTILITIES OR SYSTEMS. ALL REPAIR METHODS SHALL BE SUBMITTED TO THE ENGINEER VAULT, AND SHALL SERVICE ALL SYSTEMS AND CIRCUITS SERVICED BY THE EXISTING VAULT BY
FOR REVIEW AND APPROVAL PRIOR TO INITIATING THE WORK. HAND DIGGING AND PROTECTION OF COMPLETION OF THE PROJECT.
EXISTING SYSTEMS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO
THE ITEM BEING INSTALLED. 21. WITHIN THE CONTRACTOR'S WORK SCOPE, REPLACE ALL JUNCTION CAN BOLTS AND LOCK WASHERS.
BOLTING HARDWARE SHALL NOT BE REUSED. REPAIR DAMAGED THREADS IN JUNCTION CANS UTILIZING
6. THE AIRPORTS MAINTENANCE DEPARTMENTS' "LOCK-OUT/TAG-OUT" PROCEDURE AND NFPA 70E THREADED INSERTS AS MANUFACTURED BY OLSEN INDUSTRIES OR USING THE DRILL FIXTURE KIT
SHALL BE COMPLIED WITH BY THIS CONTRACTOR. WITH GARDSERT THREAD REPAIR PROVIDED BY JAQUITH INDUSTRIES OR ACCEPTED EQUIVALENT.
CONTRACTOR SHALL TURN OVER THE TOOLS TO THE AIRPORT ONCE THE REPAIRS HAVE BEEN
7. THIS CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. COMPLETED.. APPLY ANTI-SEIZE COMPOUND TO BOLTS AS RECOMMENDED BY CAN MANUFACTURER.
8. EXISTING CONDUIT. DUCT BANK. CIRCUITING AND UTILITY INFORMATION IS BASED ON AIRPORT 22. INSTALL CONDUIT/DUCT AS SHOWN IN THE PLANS.
"AS-BUILT"AND "RECORD" DRAWINGS, AND SITE VISITS BY THE UTILITIES AND THE ENGINEER. THE
EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL NOT BE SCALED 23. EACH EXISTING AND PROPOSED BASE CAN SHALL BE CLEANED OF ALL SAND AND DEBRIS.
FOR EXACT LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO CONTACT THE NEW AIRFIELD
APPROPRIATE UTILITY/AGENCY, PRIOR TO STARTING WORK, AND STAKE/MARK THE LOCATION OF ALL 24. EACH EXISTING AND PROPOSED CONDUIT/DUCT IDENTIFIED FOR THE PROPOSED WORK SHALL BE
EXISTING UTILITIES. ANY INTERRUPTION OF AN EXISTING SYSTEM OR UTILITY SERVICE SHALL BE CLEANED AND SWABBED THROUGHOUT ITS ENTIRE LENGTH TO REMOVE ALL SAND AND DEBRIS. THE LIGHTING VAULT
COORDINATED AND APPROVED BY THE AUTHORITY,AGENCY OR UTILITY HAVING JURISDICTION, PRIOR CONTRACTOR SHALL MANDREL EACH EXISTING AND PROPOSED CONDUIT/DUCT IDENTIFIED FOR THE
TO STARTING WORK. PROPOSED WORK. AN IRON-SHOD MANDREL, NOT MORE THAN 1/4-INCH SMALLER THAN THE BORE
9. ALL EXISTING SYSTEMS/UTILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE. REPLACEMENT OF THE CONDUIT/DUCT SHALL BE PULLED THROUGH EACH CONDUIT/DUCT. THE MANDREL SHALL
OF ANY DAMAGED EXISTING SYSTEMS/UTILITIES TO REMAIN SHALL BE AT THE CONTRACTORS' HAVE LEATHER OR RUBBER GASKET SLIGHTLY LARGER THAN THE CONDUIT/DUCT BORE.
EXPENSE. FAA CABLES CANNOT BE SPLICED. DAMAGE TO FAA CABLES WILL RESULT IN THE 25. SECURE COVERS ON ALL BASE CANS, MANHOLES ETC. ONCE CONDUIT/DUCT AND BASE CANS HAVE
CONTRACTOR BEING RESPONSIBLE FOR COMPLETE REPLACEMENT OF THE FAA CABLE.BEEN CLEANED. BASE CANS, MANHOLES ETC. MAY BE OPENED FOR WORK ACTIVITIES BUT SHALL BE AIRFIELD
10. ELECTRICAL DEMOLITION WORK SHALL BE LIMITED TO THE AREAS AND SCHEDULES IDENTIFIED IN THE CLOSED IMMEDIATELY AFTER ACTIVITY IS COMPLETED. BASE CANS, MANHOLES ETC. AND ASSOCIATED ELECTRICAL
APPROVED CONTRACTOR SUBMITTED PHASING PLAN. CONTRACTOR SHALL MAINTAIN OPERATIONAL CONDUITS/DUCTS, FOUND OPEN SHALL BE RECLEANED AT THE CONTRACTOR'S EXPENSE.
STATUS OF RUNWAY - TAXIWAY UGHTING SYSTEMS UNTIL PERMISSION FROM PROJECT MANAGER IS 26. ABANDONED DUCT BANKS AND CONDUITS SHALL REMAIN IN PLACE WITH REMOVAL NECESSARY ONLY GENERAL NOTES
GRANTED TO DEMOLISH. DEMOLITION SHALL BE PHASED AS REQUIRED TO MAINTAIN AIRPORT
OPERATIONS. WHERE INTERFERENCES WITH THE NEW WORK EXIST. ANY EXISTING DUCTS REMOVED SHALL BE
LEGALLY AND PROPERLY DISPOSED OF OFF THE AIRPORT SITE. THE CONDUITS/DUCTS SHALL BE
11. ALL WORK SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION DRAWINGS IS BASED ON FIELD SQUARELY CUT OFF AND CAPPED WATERTIGHT. AN END OF DUCT MARKER SHALL BE PLACED ABOVE ELATION:
OBSERVATION OF THE ACTUAL EXISTING CONDITIONS AND ON EXISTING "AS-BUILT" DRAWINGS OF EACH END OF THE ABANDONED IN PLACE CONDUIT/DUCT, AND THE LOCATION SHALL BE NOTED ON /� CONTRACTOR:
� �/�/� THIS N,ALL xT CHIIN XPRESEDEDAN IDEDPRIETARr
SPECIAL NOTE TO CONTRACTOR: INFORNIATION,ALL OPWHICHISE%PRESSLr PROVIDEDDYAVCON,INC.,
THE AREAS AFFECTED. THEY ARE THEREFORE CONSIDERED TO BE SCHEMATIC. IT IS THE INTENT OF THE PROJECT RECORD DRAWINGS. Poa usE EY THEIHTERESS INRI-EN CONSENT OF SPEON,INC.RPOSE.
THE DEMOLITION DRAWINGS THAT ALL EQUIPMENT, DEVICES, FIXTURES, WIRING MATERIALS, SYSTEMS DIST""RIaonox EPROMION,ORNLHERENToraHISDOCUNINr
AND APPURTENANCES, ETC., WHICH ARE NO LONGER REQUIRED AS A RESULT OF THE PROJECT BE 27. ALL CONCRETE USED FOR ELECTRICAL ITEMS SHALL CONFORM TO STRUCTURAL PORTLAND CEMENT WHOLE OR NPRRT,S STRICTLY PROHIS RED COM1ENT,IN
REMOVED. CONCRETE, OR ACCEPTED FOOT CLASS II EQUIVALENT, USING 1 INCH MAXIMUM SIZE COARSE PRIOR TO INITIATION OF AIBI CONSTRUCTION IN THE FIELD, THE
AGGREGATE (DOT #57 STONE) WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,400 PSI, CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE (RETURN RECEIPT SCALE: GRAPHIC
12. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO DETERMINE THAT ALL AIRFIELD LIGHTING UNLESS NOTED OTHERWISE. WHERE REINFORCED DUCT BANKS ARE SPECIFIED, REINFORCING STEEL REQUESTED) TO EACH OF THE AREA UTILITY COMPANIES AND
CIRCUITS, EXCEPT THOSE THAT ARE SERVING CLOSED TAXIWAYS OR RUNWAYS, ARE COMPLETELY SHALL CONFORM TO ASTM A 615 GRADE 60. CONCRETE AND REINFORCING STEEL ARE INCIDENTAL FLORIDA SUNSHINE ONE CALL AS PRESCRIBED BY STATE LAW. THE REVISIONS:
OPERATIONAL, USING RADIO CONTROLS. AT THE END OF EACH WORK SHIFT AND SHALL SO CERTIFY TO THE RESPECTIVE PAY ITEM OF WHICH THEY ARE A COMPONENT PART. HIGH EARLY STRENGTH CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH A
TO THE ENGINEER BEFORE THE END OF EACH SHIFT. THE CONTRACTOR SHALL NOT LEAVE THE WORK CONCRETE WILL BE REQUIRED FOR USE WITH DUCTS. CONDUITS, BASE CANS AND OTHER WORK AS COPY OF THE RECEIPT OF SAID WRITTEN NOTIFICATION TO EACH OF NO.1 DATE I BY DESCRIPTION
SITE UNTIL CIRCUIT OPERATION HAS BEEN CONFIRMED BY THE ENGINEER. TEMPORARY CABLE DIRECTED BY THE ENGINEER, IN EXISTING OPERATIONAL AREAS AND WITHIN THE SAFETY AREAS OF THE UTILITY COMPANIES OR CITY DEPARTMENTS. THIS REQUIREMENT 1 8/21/15 RJP ADDENDUM NO. 2
CONNECTIONS SHALL BE MADE IN AIRFIELD LIGHTING CIRCUITS WHEN PERMANENT WIRING CANNOT BE OPERATIONAL PAVEMENT TO COMPLY WITH THE PROJECT PHASING AND SCHEDULING REQUIREMENTS IS IN ADDITION TO ANY OTHER STATE LAWS REGARDING PUBLIC
COMPLETED DURING DAYLIGHT HOURS. ALL RUNWAYS AND TAXIWAYS NOT CLOSED FOR CONSTRUCTION AND WHERE THE PAVEMENT IS REQUIRED TO OPEN TO AIRCRAFT AT THE END OF THE DESIGNATED NOTIFICATION PRIOR TO EXCAVATION. CALL 811 SUNSHINE ONE CALL 11/11/15 W CONFORMED DOCUMENTS
(REFER TO PHASING PLAN) SHALL HAVE FULLY OPERABLE AIRFIELD LIGHTING DURING THE HOURS WORK PERIOD. THE EXTRA COST FOR THE HIGH EARLY STRENGTH CONCRETE SHALL BE CONSIDERED TWO DAYS MINIMUM PRIOR TO DIGGING. GOTO
BETWEEN ONE HOUR BEFORE DUSK AND ONE HOUR AFTER DAWN AND AS REQUIRED BY AIRPORT INCIDENTAL TO THE RESPECTIVE PAY ITEM OF WHICH IT IS A COMPONENT PART. WWW.CALLSUNSHINE.COM FOR MORE INFORMATION.
OPERATIONS. THE CONTRACTOR SHALL DISCUSS THE CONTRACTOR'S PROPOSED WIRING WITH THE 28, FLOWABLE MATERIAL USED TO BACK FILL CONDUIT AND DUCT BANK TRENCHES SHALL CONFORM TO
ENGINEER AND OBTAIN APPROVAL PRIOR TO COMMENCING WORK IN THAT AREA. ALL ELECTRICAL THE REQUIREMENTS OF CONCRETE "CONTROLLED LOW STRENGTH MATERIAL"OR ACCEPTED FOOT
WIRING SHALL BE COMPLETED AND TESTED ONE (1) HOUR PRIOR TO ELECTRICAL MAINTENANCE NON-EXCAVATABLE FLOWABLE FILL (125 PSI MINIMUM) FOOT SPECIFICATION SECTION 121 "STANDARD
DEPARTMENT'S END OF SHIFT, WHICH IS NORMALLY 4 PM. SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" OR EQUIVALENT. CONSTRUCTION DOCUMENTS
13. DEWATERING FOR THE INSTALLATION OF DUCT BANKS, COUNTERPOISE OR CONDUITS ARE INCIDENTAL 29. ALL ITEMS ARE NEW AND USED UNLESS SPECIFICALLY NOTED OTHERWISE. DESIGNED BY: M.A.G.
TO THE RESPECTIVE PAY ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE TO PAY FOR AND OBTAIN
ANY AND ALL PERMITS REQUIRED FOR DEWATERING. DRAWN BY: R.J.P.
14. LOCATE AND UTILIZE EXISTING DUCTS WHERE SHOWN ON PLANS. MANDREL EXISTING DUCTS TO 30. 45 DAY MINIMUM NOTICE REQUIRED FOR ANY WORK INVOLVING A FAA OR AIRPORT COMM MANHOLE
DETERMINE ACCEPTABILITY FOR USE. THE COST OF MANDRELLING THE EXISTING DUCTS SHALL BE OR FAA EQUIPMENT. THE NOTICE IS APPLICABLE ANYTIME THE MANHOLE IS OPENED OR ANY WORK CHECKED BY: C.S.J.II
INCIDENTAL TO THE DUCT INSTALLATION PAY ITEM. IF EXISTING DUCTS SHOWN ARE DAMAGED, INVOLVING CABLES BETWEEN OR WITHIN THE MANHOLES OR ANY WORK IMPACTING FAA EQUIPMENT.
NONEXISTENT, OR ROUTED DIFFERENTLY, CONTACT THE ENGINEER. APPROVED BY: S.S.
31. NO WORK OF ANY KIND MAY BE PERFORMED ON ANY ACTIVE FAA FACILITIES, FAA CABLES, FAA
15. INSTALL CABLING IN EXISTING DUCTS AS SHOWN IN THE CONTRACT DOCUMENTS. MANHOLES, OR OWNER COMM MANHOLES DURING THE TIME PERIODS FROM NOVEMBER 15, 2015 DATE: TBD
THROUGH NOVEMBER 26, 2015 AND FROM DECEMBER 16. 2015 THROUGH JANUARY 2, 2016.
16. THE IDENTITY OF ALL CABLES SHOWN ON THE PLANS SHALL BE VERIFIED IN THE FIELD. ANY
DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RECORDED IN THE AVCON PROJECT NO. 2014.017.01
DRAWINGS TO PROVIDE AN ACCURATE RECORD CONDITION. THE CONTRACTOR SHALL COORDINATE
INFORMATION SHOWN ON THE PLAN SHEETS WITH EXISTING RECORD INFORMATION AVAILABLE
THROUGH THE AIRPORT MAINTENANCE STAFF. THESE PLANS DO NOT PURPORT TO SHOW ALL SHEET NUMBER
EXISTING CABLES/CONCEALED UTILITIES WHICH WILL REQUIRE STAKE OUT PRIOR TO CONSTRUCTION.
E-001
4\<C'.e�,h c, r, f=fi V-11 :Yc TrAA^. _•I O1],0t Cn0Li\ifl ,. , ,?f,1: 13:58 PV
DRAWING NO. 07 OF 41
ZEPHYR AIRCRAFT
ENGINES
North
GRAPHIC SCALE IN FEET ``, G ENGEYEE c R��j
cr V qVF
a m
`_tip BfCIBP►kIC�NS
TAXIWAYA TAXIWAYA A I F4."
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ZEPHYRHILLS
MUNICIPAL AIRPORT
RUNWAY 4-22
NOAN
PHASING DURATION CHART LEGEND KEY PLAN
PHASE WORK TO BE WORK HOURS DURATION AIRFIELD OPERATIONS NEW AIRFIELD
ACCOMPLISHED (CALENDAR DAYS) &SAFETY ® WORK AREA LIGHTING VAULT
PHASE 0 PROCUREMENT, VERIFICATION 7AM - 7PM 45
SURVEY, SUBMITTALS
PHASE 1 CW RKL TTO LIMITS SHOWN 7AM - 7PM 180
THE CONTRACTOR SHALL OVERALL PHASING
EVACUATE THE WORK AREA
COMPLETE CONSTRUCTION WHENEVER REQUESTED BY THE PLAN -CSPP
PHASE-2 WORK TO OMITS SHOWN 7AM - 7PM 15 AIRPORT OPERATIONS
AND SUBSTANTIAL
COMPLETION -
ATTENTION:
CUAMNTCONTAINS PRINLEGED AND PROPRIETARY
PHASE 3
FINAL COMPLETION AND FORZ-11,ALL OF WHICH IIE PRIVIL L DANDDEDBYETARY ING.,
CLOSEOUT 7AM - 7PM 30 SE BY THE INTENDED RECIPIENT,AND FOR A SPECIFIC PURPOSE
® FO WRHOUT THE EXPRESS WROTEN CONSENT OFgVCON,INC.ANY
DISTRIBUTION,REPRODUCTION,OR OTHER USE OF THIS DOCUMENT,IN
lE OR IN PART,IS STRICTLY PROHIBITED
TOTAL DURATION 270 SCALE: GRAPHIC
REVISIONS:
NO. DATE BY DESCRIPTION
i 8/21/15 RJP ADDENDUM NO. 2
11/11/15 W CONFORMED DOCUMENTS
CONSTRUCTION DOCUMENTS
PHASING NOTES:
1. ALL RUNWAYS, TAXIWAYS AND CONNECTOR TAXIWAYS SHALL REMAIN OPEN AT ALL TIMES. DESIGNED BY: M.A.G.
2. THE CONTRACTOR SHALL NOTIFY THE AIRPORT (813-780-0030) PRIOR TO ENTERING THE WORK AREA AT THE BEGINNING OF EACH WORK DAY AND WHEN DRAWN BY: R.J.P.
ALL WORK ASSOCIATED WITH PHASING AND
DEPARTING THE WORK AREA AT THE END OF EACH WORK DAY. RUNWAY/TAXIWAY CLOSURES SHALL BE PAID FOR CHECKED BY: C.S.J.II
3. THE CONTRACTOR SHALL MAINTAIN A CLOSE COORDINATION WITH AIRFIELD OPERATIONS AT ALL TIMES DURING THE CONSTRUCTION OF THIS PROJECT. UNDER M-101-1.
APPROVED BY: S.S.
4. THE CONTRACTOR SHALL EVACUATE THE WORK AREA WHENEVER REQUESTED TO DO SO. DATE: TBD
5. THE CONTRACTOR SHALL SUBMIT PROPOSED PHASING PLAN FOR APPROVAL PRIOR TO PHASE 1. NO CONSTRUCTION WORK MAY BEGIN UNTIL PHASING
PLAN IS APPROVED BY THE ENGINEER.
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
? ti Pr ✓ 1 tt'JAVA .r...'t2C ..... ,t.?. -.CS 015 _..; Pµ G-006
DRAWING NO. 06 OF 41
SAFETY NOTES LI
1. AIRPORT OPERATIONS —THE CONTRACTOR SHALL ACQUAINT HIS/HER SUPERVISORS AND EMPLOYEES WITH THE North
AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS AIRPORT AND SHALL CONDUCT HIS/HER
7A" CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND 0' 250 500' 1000'
GUIDELINES ON SAFETY SPECIFIED IN PARAGRAPH 10 BELOW.
2. VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT OUTSIDE GRAPHIC SCALE IN FEET
OF THE DESIGNATED CONSTRUCTION AREA LIMITS OR HAUL ROUTES, AS SPECIFIED ON THE PLANS AND WITHIN THE
""""" ACTIVE AIRCRAFT OPERATIONS AREA SHALL DISPLAY IN FULL VIEW COMPANY DECALS, NOT LESS THAN 6 INCH
72 "LETTERS"AND AIRPORT PERMIT DECAL. THESE VEHICLES SHALL ALSO BE BE EQUIPPED WITH A FLASHING AMBER
O• (YELLOW) DOME-TYPE LIGHT MOUNTED, (360' ROTATING) ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO
CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES.
3. GROUND CONTROL - ALL CONTRACTOR VEHICLES THAT ARE REQUIRED TO CROSS ACTIVE RUNWAYS. TAXIWAYS,AND
(( APPROACH SURFACES, SHALL DO SO UNDER THE DIRECT CONTROL OF A FLAG MAN IN RADIO CONTACT WITH OTHER AVCON,INC.
7O AIRPORT USERS. THE FLAG MAN SHALL BE TRAINED AND INSTRUCTED BY AIRPORT OPERATIONS IN THE REGULATIONS IDl t'44'41#jj NN61Lti
O GOVERNING OPERATIONS ON THE ACTIVE OPERATIONS AREA AND THE RADIO PROCEDURES AT THE AIRPORT. THE 1t ,AN ST, > y�o tt ezexz-zns
FLAGGERS AND RADIOS SHALL BE FURNISHED BY THE CONTRACTOR. AIRCRAFT OPERATING ON RUNWAYS.TAXMLAYS
-11 17j AND APRONS C4M1 HAVE PRION OV TH RtER E CONTRACTOR'S TRAFFIC. R.�t� OF�iyoa_< ''TIDLR:505]
4 ENGINEER,E W —A DIN MINIMUM E HOURS NOTICE OF REQUESTED THAIRPORT WILL GRANT OR DENY ��` EN�••s
CLOSURESCLOSING SHALL BE DIRECTED TO THE
WHO WILL COORDINATE THE REQUEST WITH AIRPORT REQUIRED
NS ••
tf APPROXIMATE GROUND ELEVATION AT " ` �`.:,"- REQUEST BASED ON SCHEDULED AIR TRAFFIC AND ISSUE THE REQUIRED NOTAMS.
PROPOSED VAULT LOCATION = 83.0' �
AMSL. MAXIMUM ALLOWED OBJECT 5. TRENCH MARKING - OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIALS LOCATED IN THE ADA SHALL BE No
PROMINENTLY MARKED WITH BARRICADES EQUIPPED WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING �rr"`111fff 5
HEIGHT ABOVE GROUND LEVEL = 97'. HOURS OF RESTRICTED VISIBILITY AND DARKNESS. NO TRENCHES ARE ALLOWED WITHIN THE SAFETY AREA OF AN
ACTIVE TAXIWAY AND RUNWAY. •PR S ., P �e/ STy TIZ,J
r ' � 6. OPEN FLAME - OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND F R D LIE No.74T75Z
SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY AIRPORT OPERATIONS AND THE
/rOJECTLIMITJ *
,' �I ENGINEER. � Rl : ', r� 7. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN IXCAVATIONS SL BE TREATED IN �ji PROV A MANNER AS TI PREVENT ROMENENT RESULTING FROM AIRCRAFT BLAST OR WIND CONDITIONS. (SEE SPECIALS� PROVISIONS FOR ADDITIONAL REOUIREMENTS). 19- ,, 8. DEBRIS CONTROL - "FOREIGN OBJECT DEBRIS"WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE MflI3PPJAL'�IRPORT
AIRCRAFT MOVEMENT AREAS OR WITHIN THE SAFETY AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT`„'�_'` AREAS OR WITHIN THE SAFETY AREA, THE MATERIAL WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE
ENGINEER MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BECORRECTED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. SEE FAA ADVISORY CIRCULARS BELOW — REFERENCE��� FOREIGN OBJECT DEBRIS (FOD)".'��'a�� 9 INSPECTI — PRIOR TO OPENING FOR C H R W LL ARRANG IONf� BY AIRPORT OPERATIONS N F ANY RUNWAY, TAXIWAY OR APRON THAT HAS BEENGCLOSED IFOR WORK�OR THAT PHAS� BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.I: Ll �,,,,, 10. SAFETY GUIDELINES, AND FAA ADVISORY CIRCULAR (LATEST EDmONS):
r. O A2 f• _ __ AC 150/5200-18 "AIRPORT SAFETY SELF INSPECTION" �"' x-���•'
I.._ ^ti AC 150/5210-5 "PAINTING, MARKING,AND LIGHTING OF VEHICLES USED ON AN AIRPORT" KEY PLAN
,, .,_ --- - �• AC 150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"
�- FAA PART 77 "OBJECTS AFFECTING NAVIGABLE AIRSPACE"
" '� ,,�00 11. LIGHTED BARRICADES AND CLOSURE MARKERS ARE REQUIRED, AS NOTED, ANYTIME TAXIWAYS AND RUNWAYS ARE NEW AIRFIELD
�. CLOSED.
�,},� �• *r 12. AT FREOUENLY 123.075 PERSONNEL IN NON�CnOM COMPLIANCE MY BE REMOVED�� FMROMRY FRME U CYAND THEIR
LIGHTING VAULT
i� J j ^60 �, c... c ACCESS PRIVILEGES MAY BE REMOVED. SEE SP-18. "COMMUNICATIONS".
t i
�f �' \jj� N c`. = Co N _ 13. CONTRACTOR IS REQUIRED TO MAINTAIN A POWER SWEEPER ON SITE AT ALL TIMES;AND SHALL CLEAN ALL WORK
l'� - '.J ".� c ,_j''" - AREAS. HAUL ROUTES AND OTHER AIRPORT PAVEMENT AREAS CONTAINING DEBRIS AS A RESULT OF CONTRACTOR
O �/" OPERATIONS. SEE FAA ADVISORY CIRCULARS - REFERENCE "FOREIGN OBJECT DEBRIS (FOD)".
��' `, _ LJ SAFETY DURING
�' �• o`.. 0 14. CONTRACTOR IS REQUIRED TO HAVE A PERSON ON CALL 24-HOURS A DAY FOR EMERGENCY MAINTENANCE OF
^�� '`` _J -q I AIRPORT HAZARD LIGHTING AND BARRICADES. CONTRACTOR MUST FILE THE CONTACT PERSON'S NAME WITH THE CONSTRUCTION PLAN
o I( c AIRPORT. WHENEVER CONTRACTOR'S EMPLOYEE IS ON SITE WORKING THE CONTRACTOR'S SUPERINTENDENT SHALL BE
�pO -0 N �.N N J ACCESSIBLE VIA CELL PHONE.
r � Dim G r Lb
70 'V.
'' J c ij .j 15. CONTRACTOR IS RESPONSIBLE OF ENSURING ALL MOTOR VEHICLE OPERATORS (PRIVATE OR CONTRACTOR) HAVE THE
O• '�-.. APPROPRIATE VEHICLE INSURANCE AND ENSURE ALL OPERATORS HAVE CURRENT&VALID DRIVERS LICENSES ArTExnox
NJ J ISSUE) ON THEIR PERSON. NS PRIWLEGEDANDPROPRIEFARY
W (CURRENT TNIS W,ALL OTcoNHI
N,ALLOF WHICHIS E%PNTAND PROVIDED IFC PURP INC.,
s„ .= l {{ THE INTENDED REC P EHT,AND FOR A SPECIFIC PURPOSE.
P 4� �I 16. CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24-HOUR CONTACT LIST) WHICH IDENTIFIES THE THEE%PRESSWRRIEN CONSENT OF AVCON.INC.ANY
/ �. DISTRI UTION REPRODU-N OR OTHER USE OF THIS DOCUM1ENT,IN
r` �., j SUPERINTENDENT AND ALL SUBCONTRACTOR SUPERVISORS/LEADS. -LE OR IN PART,IS STRICTLY PROweI_ED
7�O• 17. THE CONTRACTOR IS REQUIRED TO MEET THE REQUIREMENTS OF CONFINED SPACE ENTRY (OSHA 29 CFR 1910.146)
r (€ WITH REGARDS TO ACCESS TO VAULT AND UNDERGROUND FACILITIES, AS APPLICABLE. SCALE: GRAPHIC
REVISIONS:
18. THE COMR�='TOR SHALL COMPLY WITH A!RPOR!WlN1FDlll� Oty[/TAG/TIN PROCEDURE AND MIITFI NFPA 70E
NO.1 DATE BY DESCRIPTION
_fl ,? -`• �_: 19. SEE PHASING PLANS FOR LOCATION OF BARRICADES.
O, 5 Al8/21/15 RJP ADDENDUM NO. 2
���- 20. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE CONSTRUCTION SAFELY AND PHASING PLAN 11/11/15 W CONFORMED DOCUMENTS
(CSPP)AND FOR PROVIDING THE SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) WHICH DETAILS HOW THE
CONTRACTOR WILL COMPLY WITH THE CSPP. THE CONTRACTOR MUST PREPARE A SPCD FOR REVIEW AND APPROVAL
BY THE AIRPORT AND ENGINEER PRIOR TO ISSUANCE OF A NOTICE TO PROCEED. SEE CSPP OF THE CONTRACT
L.100' DOCUMENTS OR FAA AC 150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION' FOR ADDITIONAL
a sf INFORMATION.
CONSTRUCTION DOCUMENTS
NOTE:
DESIGNED BY: M.A.G.
ELEVATIONS SHOWN ARE ABOVE
MEAN SEA LEVEL (MSL) DRAWN BY: R.J.P.
L.120' CHECKED BY: C.S.J.II
APPROVED BY: S.S.
PROJECT LAYOUT
DATE: TBD
LEGEND
AVCON PROJECT NO. 2014.017.01
-EL 100'- PART 77 SURFACE
-RSA- RUNWAY SAFETY AREA SHEET NUMBER
G-005
^S aw
DRAWING NO. 05 OF 41
GENERAL NOTES
1. PROJECT PAY ITEMS - THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN IN THESE PLANS. ALL INCIDENTAL WORK THAT "v DOES NOT HAVE A SPECIFIC PAY ITEM BUT IS REQUIRED TO COMPLETE THE PROJECT IS TO BE INCLUDED IN THE COSTS OF PERFORMING THESE ITEMS.
2. HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON SHEET G-003 OR AS APPROVED BY THE ENGINEER. HAUL ROUTES FOR EACH
PHASE WILL BE DETERMINED BY THE CONTRACTOR PRIOR TO EACH PHASE AND AUTHORIZED BY THE ENGINEER OR OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE.
ON-SITE HAUL ROUTES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED UPON COMPLETION OF BEING USED AS A HAUL ROUTE. A
REPORT OF THE BEFORE AND AFTER CONDITIONS OF ON-SITE HAUL ROUTES SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND THE ENGINEER. FENCING, DRAINAGE.
GRADING AND HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE
WORK.
3. STAGING AREA - THE CONTRACTOR'S STAGING AREA IS SHOWN ON SHEET G-003. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED UTILITIES AS SPECIFIED IN
SPECIAL PROVISIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING THE STAGING AREA TO ITS ORIGINAL CONDITION AT THE COMPLETION OF THE PROJECT.
4. SAFETY AND SECURITY - THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A SAFE AND SECURE MANNER AS SPECIFIED IN THE CONTRACTOR'S SAFETY AND SECURITY
REQUIREMENTS ON THIS SHEET AND IN SPECIAL PROVISIONS.
5. PROTECTION AND REPAIR OF EXISTING CABLES AND UTILITIES - ALL UNDERGROUND CABLES, FORCE MAINS AND WATER MAINS SHALL BE PROTECTED, AND DAMAGES REPAIRED AS
SPECIFIED IN SPECIAL PROVISIONS.
6. CONTRACTOR SHALL REVIEW ALL AIRFIELD UTILITIES WITH THE AIRPORT MANAGER PRIOR TO BEGINNING WORK.
7. CONSTRUCTION LIMITS -ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION AREAS, STAGING AREAS OR HAUL ROUTES. 11�O .camIs
C`v r r Y OR �Nt��'N:SOST
8. TESTING — THE CONTRACTOR SHALL BEAR THE COST OF AND BE RESPONSIBLE FOR ALL "QUALITY CONTROL"TESTING. ALL TESTS REQUIRED BY SPECIFICATIONS FOR "QUALITY 9.
ASSURANCE" (ACCEPTANCE OF WORKMANSHIP AND/OR MATERIALS) SHALL BE INITIATED BY THE ENGINEER AND PAID FOR BY THE OWNER.
ALL BARRICADES SHALL BE SECURED IN PLACE AGAINST MOVEMENT. SEE SHEET G-005 FOR DETAILS AND ADDITIONAL SAFETY NOTES. 74 Z,> p
10.ALL BARRICADE LIGHTING SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER OPERATION AT THE END OF EACH DAY OR NIGHT BEFORE CONTRACTOR CEASES OPERATION. SEE : 7 ti
SHEET G-005 FOR DETAILS AND ADDITIONAL SAFETY NOTES. S • _
11.THE CONTRACTOR SHALL NOTIFY THE LOCAL UTILITY SERVICE PROVIDERS FOR SITE UTILITY STAKEOUT. PRIOR TO BEGINNING WORK. WRITTEN RECEIPT OF SUCH NOTIFICATIONS SHALL _FA
BE PROVIDED TO THE ENGINEER. i (J ' 1 ERTOTIZ,p.E.
12,THE CONTRACTOR MAY BE ALLOWED TO WORK AT NIGHT IF ADEQUATE LIGHTING IS PROVIDED. THE ENGINEER SHALL DETERMINE THE ADEQUACY OF LIGHTING. �kO I I E.tto. 75
�� rrrrr�rr 13.THE CONTRACTOR SHALL B RESPONSIBLE FPER IT. SEE DETERMINING AND ACQUIRING 0F ALL LR CITY AND STATE CONSTRUCTION PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE
TO ENSURE COMPLIANCE WITH THE NPDES PERMIT. SEE SHEET G-005 FOR ADDITIONAL REQUIREMENTS.
AIRPORT
ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON SHEET G-003 OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PERMIT rt�� HYR
ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS MUNICIPAL A AIRPORT
CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROAD AS A RESULT OF
HIS/HER CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS GATE AND ALONG THE DELIVERY ROUTE TO THE STORAGE AREA OR WORK SITE SHALL BE AS DIRECTED BY
THE ENGINEER.
15.MATERIAL DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE. THE
CONTRACTOR SHALL PROVIDE ADEQUATE ROADWAY SIGNS TO DIRECT DELIVERIES. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT DELIVERY TRUCKS WILL NOT ENTER INTO
THE AIRPORT OR TAKE SHORTCUTS THROUGH THE PERIMETER GATES AND ENTERING INTO AIRCRAFT OPERATIONS AREAS INADVERTENTLY.
16.CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR
THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL ERECT AND
MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, SIGNAGE OR WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL
SUCH AREAS.
17.VEHICLE IDENTIFICATION - THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE.
EACH VEHICLE SHALL DISPLAY A LARGE COMPANY SIGN ON BOTH SIDES OF VEHICLE. THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF VEHICLES AND COMPANIES
AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRPORT. CONTRACTOR EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S STORAGE AREA OR
CONTRACTOR EMPLOYEE PARKING AREA,AND ARE NOT ALLOWED AT ANY TIME WITHIN THE AIRCRAFT MOVEMENT AREA (AMA). SEE SHEET G-003 FOR LIMITS OF AMA.
18.CONTRACTOR SHALL PROVIDE A UST OF AT LEAST TWO (2) 24-HOUR EMERGENCY CONTACTS (CONTRACTOR'S AND SUBCONTRACTOR'S PERSONNEL) THROUGHOUT CONSTRUCTION. NEW AIRFIELD
LIGHTING VAULT
GENERAL NOTES AND
DETAILS
CAUTION LIGHT TO BE 7" RED LENS. .-
BYE VMDCORP., INC.) OR, MODEL BL-S (MANUFACTU APPROVEDRED BARRICADE NOTES
ATTENTION:EQUIVALENT - THIS ON,ALL O T CONTAINS FRMLEGED AND PROPRIETARY
/I/ 1. IFOR USE BYTE OF WHICH 13 EXPRESSLY PROVIDED BY AVCON,INC.,CONSTRUCTION BARRICADES SHALL BE PLACED ALONG THE LIMITS OF THE WORK AREA, AS SHOWN ON
10 18, MAX, THE TAXIWAY OBJECT FREE FOR USEBY THEINTENDED RECIPIENTT,AND FOR A SPECIFIC PURPOSE.
WRHO TINE E%PRESS WRfTTEN SENT OFAVCON,INC.qNY
E PLANS. (SEE PHASING PLAN FOR BARRICADE LOCATIONS). THE BARRICADES MAY NOT BE WITHIN DISTRIBUTION,REPRODUCTION,ORSTHESENT OF THISDOCUNENT,IN' 1• AREA (TOFA) WHICH IS 39.5' ON EITHER SIDE OF AN ACTIVE PERMANENT WHOLEORINPART,IS TRICTLYPROHIBNED
2' JI"i OR TEMPORARY CENTERLINE. SCALE: GRAPHIC
2. BARRICADE SECTIONS SHALL BE WHITE WITH REFLECTIVE ORANGE MEDIA AS SHOWN ON THE DETAIL,
THIS SHEET. ALL INCIDENTAL CONNECTORS, SPACERS, SPLICE PLATES, ETC. SHALL BE INCLUDED. REVISIONS:
WIRE STIFFENER WATERFILLED BARRICADES ARE ALSO ACCEPTABLE FOR THIS PROJECT
NO. DATE BY DESCRIPTION
12"x 12" FLAG, BRIGHT ORANGE. 3. ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A WEEKLY BASIS 1 8/21/15 RJP ADDENDUM NO. 2
PROVIDE 12 CA AND SHALL BE REPAINTED WHEN DEEMED APPROPRIATE BY THE OWNER. THE CONDITIONS OF LIGHTING
UNITS SHALL BE CHECKED DAILY. ALL LIGHT FIXTURES SHALL BE VERIFIED OPERATING BY THE 11/11/151W CONFORMED DOCUMENTS
CONTRACTOR ON A DAILY BASIS BEFORE THE CONTRACTOR CEASES OPERATION FOR THE DAY.
ORANG REFLECTIVE E MEDIA
4. BARRICADES ALONG ACTIVE PAVEMENTS SHALL BE PLACED ALONG ACCORDING TO THE PLANS AND
SPECIFICATIONS, UNLESS OTHERWISE DIRECTED BY THE AIRPORT OR ENGINEER.CAUTION LIGHTS TO BE RED IN COLOR AND FLASHING OR
8" DIA. STEADY BURNING DURING HOURS OF DARKNESS. UNITS TO 5. ALL BARRICADES SHALL BE MOVED AT LEAST ONCE EACH WEEK AND THE CONTRACTOR SHALL SWEEP CONSTRUCTION DOCUMENTS
DIRECT PAYMENT FOR FINISHING, MAINTAINING, OR REMOVAL REPLACED AT THE APPROPRIATE LOCATION.
SCH 80 PVC BE PLACED ADJACENT TO EACH OTHER. THERE WILL BE NO THE DEBRIS WHICH HAS ACCUMULATED AND REMOVE FROM THE SITE. THE BARRICADES SHALL THEN BE
DESIGNED BY: M.A.G.
SANDBAG, 25 LB OF THIS BARRIER.
MIN. ONE EACH END 6. BARRICADES SHALL BE SPACED 6' MAXIMUM, EDGE TO EDGE OR AS DIRECTED BY THE AIRPORT OR DRAWN BY: R.J.P.
THE ENGINEER. -
7. ALL CLOSURE MARKERS, BARRICADES, SAND BAGS, AND NECESSARY LABOR AND MATERIALS NEEDED TO - CHECKED BY: C,S.J.11
AIRCRAFT SAFETY BARRICADE ACCOMPLISH MAINTENANCE OF TRAFFIC AND TO COMPLY WITH THE PHASING PLANS SHEETS SHALL BE
PAID FOR UNDER PAY ITEM M-101-2. ALL MARKERS AND BARRICADES SHALL BE TURNED OVER TO APPROVED BY: S.S.
N.T.S. THE AIRPORT IN WORKING ORDER AT THE END OF THE PROJECT. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION ON MOBILIZATION AND MAINTENANCE OF TRAFFIC. DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
G-004
DRAWING NO. 04 OF 41
PROJECT SITE NOTES:
A. MAINTENANCE OF TRAFFIC AND SAFETY � d�, F„
1. PORTIONS OF TAXIWAY D SHALL REMAIN OPEN AT ALL TIMES THROUGHOUT THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE APPROVED I��S`{" &£,
BARRICADES FOR USE DURING CONSTRUCTION ACTMTIES AT THE LOCATIONS SHOWN ON THE PHASING PLAN.
B. STAGING AREAS - GENERAL REQUIREMENTS
300' 300'`FOOT SIGN. TYP. T s- THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREAS ARE SHOWN FOR REFERENCE ONLY. THE ACTUAL SIZE AND EXACT
6th AVE SEE DETAIL, THIS SHEET. 300' LOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. HOWEVER, THE REQUIREMENTS FOLLOWING WILL APPLY: •
-. ►.. f_ 1. ALL OF THE CONTRACTOR'S ACTMTY WILL BE STAGED FROM THESE AREAS. EMPLOYEE PARKING AREAS SHALL BE DETERMINED BY THE
1 AIRPORT OWNER AT THE TIME OF CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE
O• r 300 DESIGNATED PARKING AREAS TO AND FROM THE WORK AREA.
_ i = 2. THE AIRPORT MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR OTHER CONTRACTORS BE LOCATED IN THE VICINITY. IF THIS
QO / \^., OCCURS. THE CONTRACTOR SHALL COOPERATE AS NECESSARY TO ACCOMMODATE OTHER CONTRACTORS' WORK ACTMTIES.
/ 3. CONTRACTOR SHALL PROTECT ITS EQUIPMENT AND MATERIALS WITHIN THE CONTRACTOR'S STAGING AREA FROM DISLODGING AND/OR BECOMING
/ HAZARDS IN THE AIRCRAFT MOVEMENT AREA (AMA).
CONTRACTOR TO USE 4. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL SITE IMPROVEMENTS AND RESTORE THE AREAS TO THE ���tiAY4o]y Nc.
EXISTING GATE FOR AIRCRAFT MOVEM ENT SATISFACTION OF THE OWNER. ALL ITEMS ASSOCIATED WITH THE RESTORATION SHALL BE INCIDENTAL TO THE M-101-1 MOBILIZATION PAY ITEM. `fj1 ENcmeERS& tlzc
PROJECT ACCESS AREA �1 Ssss e n } o0- 32822-2779
(SEE NOTES C.2 & 0.2) _ igeWLs 12- x( j-1133
C. DUST & DEBRIS CONTROL % rtv a ncnn: q�And�j{Lm83ER:54477
'� t] 1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROL REQUIREMENTS OF THE CONTRACT. THE OPERATIONS OF THE
��Q• r',�/�"3y RUNWAYS AND TAXIWAYS ARE ESPECIALLY SENSITIVE TO DUST. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO STOP WORK IF .A FDOT SIGN, TYP. J�• I/Q. ,% - W NECESSARY TO BRING DUST UNDER CONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION • S�
SEE DETAIL, N IN �S LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY HIS EQUIPMENT AND VEHICLES. «'
THIS SHEET. AIRPORT rte,CV \ ' ,; z ., • ���� �: _
ADMINISTRATION '� } Q 2. THE CONTRACTOR SHALL PROVIDE A PAVEMENT SWEEPER FOR KEEPING DEBRIS CLEAR AT ALL OPERATIONAL PAVEMENT CROSSING AREAS k �.•
OFFICE ;` ON THE HAUL ROUTE AS REQUIRED BY THE OWNER OR ENGINEER.
ST4T
300' 300' / D. WORK WITHIN AIRPORT OPERATIONS AREA A. GIL�E ENSNoA77
?�2
1. WORK ADJACENT TO ACTIVE TAXIWAYS/RUNWAYS ••
SOUTH AVE. T' S� j'1�f : AREAS OF WORK UNDER THIS CONTRACT DIRECTLY TIES INTO ACTIVE AIRCRAFT PAVEMENTS. WHEN UNDERTAKING WORK IN THIS GENERAL E/v4 G'j j
VICINITY, THE CONTRACTOR SHALL: f
y_ �LS
I. MONITOR RADIO COMMUNICATIONS WITH COMMON TRAFFIC ADVISORY FREQUENCY(CTAF) AT ALL TIMES - CTAF FREQUENCY 123.075. i
CONTRACTOR TO USE .. �•Yf-
'� ii. OBSERVE THE APPROPRIATE REQUIREMENTS OF THE CONSTRUCTION PHASING PLANS. MUNICIPAL AIRPORT
EXISTING GATE FOR fly �V iii. NOT ALLOW ANY WORK TO BE UNDERTAKEN INSIDE OF. OR ANY PERSONNEL, EQUIPMENT, OR VEHICLES TO ENTER THE TAXIWAY OR
PROJECT ACCESS / - '9 Q' - RUNWAY SAFETY AREA, WHILE THAT RUNWAY OR ANY TAXIWAY IS IN USE. THE OWNER'S REPRESENTATIVE SHALL, WHEN REQUESTED
(SEE NOTES C.2 & D.2) �' ���� ,;SAP BY THE CONTRACTOR AND WHEN IN CONFORMANCE WITH THE APPROVED CONSTRUCTION SCHEDULE, ARRANGE FOR THE CLOSURE OF ti, xoxn
�Q.i - AFFECTED TAXIWAYS OR RUNWAYS. �}^ :
iv. REMEMBER THAT AIRCRAFT HAVE THE RIGHT OF WAY AT ALL TIMES. •t
2. HAUL ROUTE OPERATIONS
TIW A2 EY'
'x TIIIV D op I. ALL OPERATIONS ON ROADS INSIDE THE SECURITY FENCE SHALL NOT EXCEED 20 MPH.
P e
EXISTING VAULT LOCATION
iii. HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE INDICATED ON THE DRAWINGS OR OTHERWISE SPECIFICALLY
ii. ALL OPERATIONS ON OTHER AIRPORT ROADS SHALL OBSERVE THE POSTED SPEED LIMIT.
♦ "' Z DESIGNATED BY THE ENGINEER. IN GENERAL, THE CONTRACTOR SHALL CONFINE.EQUIPMENT AND HAULING TO THE AREAS UNDER KEY PLAN
PROPOSED VAULT LOCATION CONSTRUCTION. NO DEBRIS SHALL BE ALLOWED ON THE ROADWAYS. THE PAVEMENT WILL BE CLEANED BY THE CONTRACTOR USING
POWER BROOMS OR SWEEPERS. AS REQUIRED, TO KEEP THE AREA CLEAR OF ALL SOILS, CLODS OR OTHER DEBRIS. ANY DEPOSITS
OF ASPHALT OR TACK COAT LEFT BY THE CONTRACTOR OR CONTRACTOR VEHICLES SHALL BE REMOVED PRIOR TO CLOSE-OUT OF
THE PROJECT. NEW AIRFIELD
T/1N,H `• iv. THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY CONSTRUCTION RELATED VEHICLES ON SOUTH AVE. LIGHTING VAULT
V. THE ACCESS POINTS TO THE PROJECT SITE SHALL BE AS DEFINED ON THIS SHEET. THE SPECIFIED GATE AREAS SHALL BE MONITORED
BY A GATE GUARD DURING ALL CONTRACTOR OPERATIONS. IF IT IS DETERMINED BY THE ENGINEER THAT THE CONTRACTOR'S HAULING
OPERATIONS ARE CAUSING EXCESSIVE DAMAGE TO THE EXISTING GATES OR PAVEMENT AREAS, THE CONTRACTOR SHALL CONSTRUCT. AT
HIS EXPENSE, ADDITIONAL ACCESS GATES IMMEDIATELY ADJACENT TO THE EXISTING GATES. HE SHALL MAINTAIN THE NEW ACCESS
POINTS, PROVIDE GATE GUARDS AT THESE LOCATIONS. AND SHALL ASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE
USE OF THESE GATES. PROJECT LAYOUT,
vi. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORING ALL AIRPORT SERVICE ROADS TO THEIR PRE-CONSTRUCTION HAUL ROUTE AND
CONDITION WHERE SUCH ROADS ARETHE
CONSTRUCTION. THE CONTRACTOR AND THE EN CONTRACTOR
GNEERSHALL JOINTLY DETERMINE THE AEXISTING CONDITIONS TIONS AT HIS OR HER AS OWN EXPENSE.
A BASIS I FOR THR TO STAGING AREA
-- ` RESTORATION REQUIREMENT.
vii. THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAUL ROADS TO THEIR ORIGINAL CONDITION, INCLUDING
THE ESTABLISHMENT OF TURF. ALL HAULING ALONG OR CROSSING THE AIRPORT AND STATE ROADS SHALL BE ACCOMPLISHED IN AT ENTION:
ACCORDANCE WITH THE DEPARTMENT OF TRANSPORTATION STANDARDS AND SHALL BE COORDINATED BY AND ACCOMPLISHED BY THE FORMATION,ALL OF WHICH ISEEPRESSLYPROVIDEOSY AVCON,INC.,x
CONTRACTOR. ALL COSTS FOR CONSTRUCTING, REMOVING AND RESTORING OF HAUL ROADS REQUIRED FOR THE COMPLETION OF THE FOR OSE BY THE INTENDEDRFCIPIENT AND FORA SPECIFp PURPOSE.
WORK SHALL BE INCLUDED IN THE APPROPRIATE ITEMS OF WORK CONTAINED IN THE PROPOSAL. WRxouO,EEVOOUC ON,OFI 07 USEOFTOON,Cc.ANY
DISTRIBUTION,REPRODUCTION,OR OTHER USE OF THIS OOCUA£NT,IN
WHOLE OR IN PART IS STRICTLY PROHI-ED
viii• THE LOCATION OF THE EMPLOYEE PARKING AREA WILL BE DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE. THE CONTRACTOR
�STO SHALL STABILIZE THE AREA WITH ASPHALT MILLINGS, AS NEEDED, TO ENSURE ALL WEATHER ACCESS. THE MILLINGS SHALL THEN BE SCALE: GRAPHIC
t. REMOVED AT THE END OF THE PROJECT.
.4 REVISIONS:
ix. THE CONTRACTOR SHALL ARRANGE FOR AND PAY FOR WATER USING APPROVED METERS TO BE LOCATED AT THE HYDRANT LOCATIONS
NEAREST THE PROJECT SITE. NO. DATE BY DESCRIPTION
1 8/21/15 RJP ADDENDUM NO. 2
3. OTHER CONTRACTORS AND AIRPORT EMPLOYEE PARKING AREAS 11/11/15 W CONFORMED DOCUMENTS
I. THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS MAY BE WORKING ON THE AIRPORT, AND COOPERATION BETWEEN
CONTRACTORS IS REQUIRED. -
ii. CONTRACTOR'S EMPLOYEES MUST PARK IN DESIGNATED AREAS AS SHOWN ON THIS PLAN.
LEGEND
CONSTRUCTION DOCUMENTS
CONTRACTOR'S PRIMARY WORK AREAS DESIGNED BY: M.A.G.
CONTRACTOR SHALL PLACE 2 TEMPORARY 'TRUCKS tL CONTRACTOR'S PRIMARY STAGING DRAWN BY: R.J.P.
ENTERING HIGHWAY" SIGNS - MIN. 300-FEET FROM AREA& FIELD TRAILER LOCATION
INTERSECTION. SEE F.D.O.T. INDEX NO. 630 SHEET 1 OF
2 FOR INFORMATION CHECKED BY: C.S.J.II
PARKINGCONTRA AREA EMPLOYEE APPROVED BY: S.S.
DATE: TBD
TRUCKS * P CONTRACTOR'S HAUL ROUTE North
ENTERING
HIGHWAY Z FOOT SIGN 0' 250' 500' 1000' AVCON PROJECT NO. 2014.017.01
(SEE DETAIL,THIS SHEET)
----- - - ---- AIRCRAFT MOVEMENT AREA (AMA) GRAPHIC SCALE IN FEET SHEET NUMBER
60• X 6Q" G-003
DRAWING NO. 03 OF 41
SUMMARY OF QUANTITIES INDEX OF DRAWINGS AVCON,INC.
ENGINEERS&PLANNERS
5555 F..AGCHIGAN ST.,SUTIE �ppy 22-2]M
SHEET NUMBER SHEET TITLE oFT,cE.�wTlks� T74o111A /���
IND PAY RE DESCRIPTION QUANTITY UNIT G-001 COVER coaeoRnmmceRT`` F irrFlowzAnTwtimE
BASE BID — NEW AIRFIELD ELECTRICAL VAULT G-002 INDEX OF DRAWINGS AND SUMMARY OF QUANTITIES R I
G-003 PROJECT LAYOUT, HAUL ROUTE AND STAGING AREA .•�
1 M-101-1 MOBILIZATION 1 G-004 GENERAL NOTES AND DETAILS ••••••••�',.• +� '�
LS G-005 SAFETY DURING CONSTRUCTION PLAN : • L`C E
2 T-904-1 SODDING 675 SF G-006 OVERALL PHASING PLAN
E-001 AIRFIELD ELECTRICAL GENERAL NOTES .. '�'1
E-002 AIRFIELD ELECTRICAL SYMBOLS '- {{ 5
3 L-104-1 TEMPORARY POWER AND TEMPORARY AIRFIELD LIGHTING/SIGNAGE/NAVIGATIONAL FACILITIES 1 LS E-1O1 EXISTING VAULT SITE PLAN - 'QL�ER IZ�P.E.
E-102 EXISTING SITE CONDITIONS AND SITE PREPARATION TLCtID/L LIC 7 5
4 L-105-1 ELECTRICAL DEMOLITION 1 LS E-103 EXISTING VAULT CONDITIONS
1/C L-824 TYPE C - UNSHIELDED #8 AWG 5KV STRANDED COPPER CABLE - INSTALLED E-201 PROPOSED VAULT SITE PLAN '
5 L-108-1 IN DUCT OR CONDUIT 8000 LF E-202 PROPOSED VAULT BUILDING PLAN
6 L-108-2 1/C #2 AWG SOLID COPPER COUNTERPOISE CABLE - INSTALLED OVER DUCT OR CONDUIT 500 lF E-203 PROPOSED VAULT EQUIPMENT LOCATION PIlW Ss••'•. ..+'� 'C
E-204 PROPOSED VAULT WALL ELEVATIONS
7 L-108-3 3/4' X 10FT. COPPER CLAD SECTIONAL GROUND ROD 20 EA E-205 PROPOSED VAULT CONDUIT PLAN -',949"E%'I[; J •+
E-206 PROPOSED VAULT POWER AND LIGHTING PLAN MUNICIPAtjihIRPgT-`
E-207 PROPOSED VAULT PHOTOMETRICS (SHEET 1 OF 2) I(I!
8 L-109-1 SITE PREPARATION. NEW COMPLETE 1 LS E-208 PROPOSED VAULT PHOTOMETRICS (SHEET 2 OF 2)
E-209 PROPOSED VAULT GROUNDING PLAN
9 L-109-2 PRE-ENGINEERED, PRECAST CONCRETE VAULT BUILDING, NEW COMPLETE 1 LS
E-210 LIGHTNING PROTECTION DETAILS
t L-109-3 VAULT BUILDING - ELECTRICAL SERVICE, CONTRACTOR. NEW COMPLETE 1 LS E-211 PROPOSED VAULT ONE LINE
E-212 PROPOSED VAULT PANEL SCHEDULES
11 L-109-4 VAULT BUILDING - ELECTRICAL SERVICE. DUKE ENERGY, NEW COMPLETE 1 AL E-301 DUCT BANK DETAILS
1 L-109-5 VAULT BUILDING - POWER DISTRIBUTION, COMMUNICATIONS, LIGHTING, I-NAC. E-302 JUNCTION CAN PLAZA DETAIL
GROUNDING AND LIGHTNING PROTECTION . NEW COMPLETE 1 LS E-303 BASE CAN DETAIL
E-304 WIRING DETAILS (1 OF 2)
1 L-109-6 VAULT BUILDING - RELOCATE FDOT GPS EQUIPMENT 1 LS E-305 WIRING DETAILS (2 OF 2)
1 L-109-7 AIRFIELD LIGHTING EQUIPMENT INSTALLATION AND INTERFACE 1 LS E-306 DUKE TRASFORMER PAD DETAIL
E-307 CCR VOLTAGE CONVERSION FIELD MODIFICATIONS (1 OF 5)
- E-308 CCR VOLTAGE CONVERSION FIELD MODIFICATIONS (2 OF 5)
1 L-110-1 1 WAY 2" SCHEDULE 40 PVC DIRECT EARTH BURIED DUCT 1000 LF E-309 CCR VOLTAGE CONVERSION FIELD MODIFICATIONS (3 OF 5) NEW AIRFIELD
E-310 CCR VOLTAGE CONVERSION FIELD MODIFICATIONS (4 OF 5)
1 L-110-2 6 WAY 2? SCHEDULE 40 PVC DIRECT EARTH BURIED DUCT 500 KE-311LF LIGHTING VAULT
CCR VOLTAGE CONVERSION FIELD MODIFICATIONS (5 OF 5)1 L-111-1 SHORT CIRCUIT/COORDINATION/DEVICE EVALUATION/ARC FLASH ANALYSIS 1 EA MECHANICAL SPECIFICATIONS
MECHANICAL FLOOR PLAN
1 L-125-1 7.5 KW, L-828 CONSTANT CURRENT REGULATOR-3 STEP-480V 2 EA MECHANICAL SCHEDULES AND DETAILS
STRUCTURAL DETAILS AND NOTES (SHEET 1 OF 2) INDEX OF DRAWINGS
19L-125-2 10 KW. L-828 CONSTANT CURRENT REGULATOR-3 STEP-480V 1 EA STRUCTURAL DETAILS AND NOTES (SHEET 2 OF 2)
2 L-125-3 20 KW, L-828 CONSTANT CURRENT REGULATOR-3 STEP-480V 1 EA PRECAST BUILDING INFORMATION (SHEET 1 OF 2) AND SUMMARY OF
PRECAST BUILDING INFORMATION (SHEET 2 OF 2) QUANTITIES
21L-125-4 20 KW, L-828 CONSTANT CURRENT REGULATOR-5 STEP-480V 1 EA
2 L-125-5 15 KW, L-828 CONSTANT CURRENT REGULATOR-3 STEP-CONVERT FROM 240V TO 480V 1 EA
THIS DOCUMENT CONTAINS PRM�EGED AND PROPRIETARY
2 L-725-6 L-867D JUNCTION CAN 1 EA RMATION,ALL OF WHICH IS EV-SLY PROVIDED BY AVCON,INC.,
IFOR USE BY THE INTENDED R�IPIENT,AND FORA SPECIFIC PURPOSE.
UT TIIE E%PRESS WRITTEN CONSENTOF AVCOR INC.ANY
ADDITIVE ALTERNATE 1 - STAND BY POWER GENERATOR
DISTRIBUTON,REPRODUCTION,OR OTHER USE O THIS DOCUMENT,IN
WHOLE OR IN PART,19 STRICTLY PROHIBRED
2 L-109-8 STANDBY POWER GENERATOR WITH AUTOMATIC TRANSFER SWITCH, NEW COMPLETE t LS
SCALE: GRAPHIC
REVISIONS:
NO. DATE BY DESCRIPTION
8/21/15 RJP ADDENDUM NO. 2
11/11/15 UV CONFORMED DOCUMENTS
CONSTRUCTION DOCUMENTS
DESIGNED BY: M.A.G.
DRAWN BY: R.J.P.
CHECKED BY: C.S.J.II
APPROVED BY: S.S.
DATE: TBD
AVCON PROJECT NO. 2014.017.01
SHEET NUMBER
G-002
DRAWING NO. 02 OF 41
ZEPHYRHILLS MUNICIPAL AIRPORT
ZEPHYRHILLS, FLORIDA
� e.
CONSTRUCTION DOCUMENTS
FOR
NEW AIRFIELD LIGHTING VAULT945o 5555E E RS&P 3 -27
307991133
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6TH AVENUE DATE
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LOCATION OF PROJECT Q� �P eJ M AVCON PROJECT NO. 2014.017.01
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41 39 5 98 ALSTON AVE. LOCATION 9 e
NO. DATE DESCRIPTION SHEETS
ADDENDUM NO. 2 G-002 E-102 E-202.E-211.8-101
CITY OF 54 B-102
ZEPHYRHILLS 0 8/21/15
54 X I o CONFORMED DOCUMENTS ALL
ZEPHYRHILLS
MUNICIPAL
AIRPORT ® 11/11/15
North North
301 39
0' 500' 1000' 2000'
41
TUCKER ROAD
GRAPHIC SCALE IN FEET
VICINITY MAPS LOCATION MAP
N.T.S. SCALE:AS NOTED
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