HomeMy WebLinkAbout22-3865FIRE-003865-2022
Issue Date: 03/13/2023
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
5IGNATURE
,Y)aL4y*-r-
PEfAIT OFFICE[)
S WITHOUT APPROVED INSPECTION
1 00- 0 xv 0
A
M3-7a Cfty of Zephyrhills Fleffnit PI lion F .Ai3,? apt
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F e sw e i f231t4 £ Fi & i 6 3 P ; N—r
F impto TWWWkWt AdOlmso 5 &TH $T PHY6di IU.E, FL 33542
PROPOSED NEW YRE]
ALT SIGN DE'W)L'S9
INSTALL REPAIR
PROPOSED SFR COMMOTHER
TYPF OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION�
L t. i
StALuNGSum FOOTAoe
,J �OW
F IMSKE } FL r A Aii r � .... _ .� FP. CbFdr---Ivcv NO
MPANY
BUILDER cow
rAQNA'WREvita yet MOM. a t N
ea PANS F
tf3 ea F a r€ $
PLUMBER COMPANY
SIGNATURE Y,,
MEOWAM. COMPANY
I T :i - Y Y P
O COMPANY _ p
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30"Tum L
REWENTIAL AtW» (2) P1w Plans: (2) mb e - « (i) scat vi EnwW F ; 6 -€ -W Pomw fe r ftw wrmtwttw,
r ... y I' 'fit A 4 ztr; S Ae ) 4ry su e cb
COMMERCIAL 0) , , V P4m PW e Lge Safely Pow: (1) of ErWW FwmS, R-O-tom r
cgroctionoz
Fat out w0icaw 0mvftV0y
It over $250,0 ea I* r6qkdred.$ ovar ;P i
16 (tom 3 Qv ° of AtlWay ( ) wWd be surawo VAM s
E COUNTER pow4mNG(tvpy c d)
pavas # AIC F ( 3
CO~0avww*Y&-W Ow to a
813-7City of Zephyrbilts Permit Application r .a13-s
OW" DWo0own
"OffM OF o wxWrftnft VW fts pwrnft MW be a&0d to a may t
x t ro tfto oyinwor "wow ou"Wedware urvmnaln a to
Fiveastowe, h#W a awrrecW of , rw i to hwe the owitroaWw) sign poftm iii Wo IWWMW BksV id Wia
lwocdoop € , it , paw -00MUM (ho ho is n ty «a
nol WOW T tol ht A CTAMUTIES IMPACT D RESOURCE RECOVERY F WderwolOd UrAktrlitimft
thO Trw"wtalfrn Impad Foin and Rowrtrw Pxwwy F may to ft caizlivclan of now Ndano, dww of Wki to Ode
Of e 1 7, an myteriftd, Tho tr4onilared W
ch € , - moy be av, pM be kkntiiagi er ise lim of pariftrip, it to s~ cat T A # RftwwY
til 4 inw0wnom
CONSTRUVItar;UEN LAW (CKWw 75$R Ftavtdo ta R It MuRtion ad VfflA is U,W0,00 D Coley MW i,wpkmA-
tOW t n tt a oWy of me -,wdm Cqmidpaw Lit L-l-4mt spurs Patac sm a by per t cA
Aakia—m it 0* sprocatt Is . € cwuly tra t hffm awaired a copy Of
fro— in goot falh tt d4w Y to the to ".
CONTRACTOR'SANiNIER'SAFFIDAVIT: & Via Infoaraibm in OU qVila0m is Wnwive Met #w eta wwk v4 be dmw in
Ista dwelopmeA, AppecAtion is hwety made is a 8 Pwmq Ut cif t
wi, City mum. x ng d ftvW0PMMt Mwahms toVM MWOM t aw t
r of amp to aof# it a mp : to . i
must take to W hs convism S U W 8M suss i
DePartment of Environmerital Protection -Cypress Bayheads, Weiland Amos and Envirofurwitally s *� l
ve
Lands, WateraNasteimiter Treatment,
Southwftt Florida Water Management Rise -dells, Cypress Boyhoads, Wettana Areas,
Army Corey of Engmeers-Seawalls, Docks, Navigable Ws ys,
DePartment of Health & Rehabilitative Sere€ nviro l fdssf3a Unit -Wells, Wastewater Trealfflent,
Septic Tanks,
US Environmental Protection Agency -Asbestos t .
FederalAviationthfot y-ft ys,
i utame ft fa~v > to tft wm of rw
r Use of fill is hot allovmd in Flood r itt ,
If ft fill matehat is to be used in F 'A% it is understood that a dr a
l ill be submitted at hare of permitting vAwh is prepared by a professional elVi r
licensW by the State of Ft ids.
If ft fib material its to be used in Flood Z 'K in comwcton w0th a stem wall
cOnstructim 6 cerlify that fill Wit be used only to fill the area within the stemated
If fill material is to be used in any area, 1 cerfity that use of such fill Wit not rldvmely affed adjacent
propwfles, if use of fits, leond to adversely s properties,y to cited for vital '
the ofpartialr tP att F t , is th (1)
ftM whKb am elevated by felt, an . . red drainage plan is
it t am the AGEWi'3, l .pornim to atios f dt to litorm ft owwof set pwnwoq corukkarts W km 0 tw Aradwd prbf to
owwoer"V corwhower t v, am, o
00- n in A be corwrinxi to be o boorwo to
wthorned by urch permn a awwrArced wanin six Maros of ownitamorm,ord o
period of skt (6) ffmittis SrW the Wm the work is coinorwKed, , ya FAlitirm Otkw tOt 4 t
i Oto re Weak ceawn for nwwry () is
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE MAY RESULT IN OU
PAMO rMCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO T FINANCING, CONWILT
OWW-R OR
Smbirat*d old swam to ()
,4 if
t Isom
Notwy _r
comm .,
M NO
Permit No. Parcel ID No 02-26-21-0010-00AOD-0070
NOTICE OF COMMENCEMENT
state Of Florida County Of Pasco
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and In accordance Chapter 713, Florida Statutes,
the fed' rg Information le pro,4dgd In Chic "olloo of CorrrnoAcamardt
1. Description of Property: Parcel ldentiflcation No. 02-20-21.0060-00AO0-0070
Sheat Address: 38122 HENRY DRIVE, ZEPHYRHILLS, FL 33542
2. General Description of Improvement tdoclit stir Isle o m i s o s i m � A2i1t10&2A
3, Owner Information or Lessee Information If the Lessee contracted for the Improvement:
T-Mobile South, LLC
5901 Aenjami. oaater Driver Suite 110 A-S Tampa FL
Address City State
Interest in Property: Leasehold
Name of Fee Simple THloholder: CITY OF ZEPHYRNILLS
STH ST (if different from Owner Rated above) PHYRHILLS FL
Address City Elate
4, Contractor Souihstrore C unioations
9M
Contractors Telephone No.: SO1-t37f-76 0
5, Surety: N/A
G
PT St Lucia FL
City State
Address City State
Amount of Bond: $ N!A Telephone No.:
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the ouster upon Mom notices or other documents may be served as provided by
Section 713.13(1)(a)(7), Florida Statutes:
Name
additionAddress city
Telephone Number of Designated Person:
owner designates
to recopyceive ♦ .,.K In Section 713.13(l)(b), Florida Statutes.
TelephoneW3. of Person or Entity Designated by Owner
S. E>Vtrafion date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
contractor, butwill be one year from the date of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE CE OF COVUEUCENEUT
Under penalty of perjury, I dare that I have read the
of any knowledge and belief.
M
I
Agent
Signatory's T}ttaPOfflce
foregoingThe - b
x,^
Personallye Identification NotarySignature
Type of Identification:i
stated therein are true to the best
wpdatsibcs/noticecommememonLpeOS3048
I � I
T-MOBILEUMBER: A2GO082A BUSINESSI #:
T-MOBILESIT :
SITE TYPE: SELF SUPPORT
HEIGHT:TOWER 1 '— " COUNTY:
I - O ILE GE ERA O AD JURISDICTION:
CROAA N('AS' I IA, USV INC.
P,ASC:O COL '\I
S111. N AMI
SI IF -ADDRESS.
38122111'NRY 1)R-
%P,PI IY RIiILI S, PL 335+3
COt N"lY:
P-ASCO
MAII 1111R(J 1 :'.
I26-21 ( 18n-uu;Vun
vi ( \OFCON�)I]ZLCIION:
I AISIING,
1, \ I IT UDII
8218(28°
I OA(,I IL'DI',
-82185914'
I AI'LONG'INPI,
NAD83
C ROt ND I A:N A'I"ION:
911
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/I1
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(;I"IY OF /EPI IYRI 111 1.5
O( ( 'L'PANCY CI ASSII IC:ATION:
I,
I YI'F OF CONS I IWGI ION:
I I t3
A 1) A CO'vIPC.I ANCI,
1 ,ACII ITY IS l NVI ANNED AND NO"Y I OR
I WMAN I IAM I U ION
PROPt?RF) O\\NIR NI"R:
CII"Y" OI L1:PI 11 1111[ ( S
5 358IIISI"
/FillIIt ItO.IS, I I )5r{2-+312
TO'A I ! R OVA -NI:R:
CRO\C N ( AS"IL.I I t SA, INC.
4511 N I[IMFS AAI I,SI If 1, 21U
I"A,WP , 1 1, 33614
I I.CCIRIC 1'ROVIDIlk,
1'ROGRI SS I.NI RGY - FLORID:A
8(111-7110 8744
11iI'CO PR.OVADI:R:
Y..-AYO I3ANDAA-ID"I'IIINC
866-364 6033
AM:, I'IRM. R MARSI I VI,I, & .ASSOCI-A I I S 13,( "
1ng11IOi(OMITVAOODI'KWYSIF, II),
ROtiVA11.1 ,GA 11117
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SI lNIOR I NGINI I lR Pa -[RI( K Wt.ARaI V1,1_1) 1
IIR0II,C I I,NGINI 11. At M 1 O1,I 11.
OFFI(1 678-280 2325
CARRIER, APP]A(-ANI "1-MOB11A
)9u1I NI A\I1N(f \IICRDR1VI-.,SL I"11:II() A -]I
(\ROIL 131Z:ADl.t Y-DF:AF1,01)A[F.Nl 11.ANhC;LR
91.3-263.11879
CRO\\N CASA I,Il 4511 N I11A11IS AVI., SL1 F IV. 210
I S A INC. DIS I'RICI" I ,ANIP,A, 1"1, 33614
('ON ]";ACTS: . -. ,
tit.>rl\l>i.1>;AFill-1,,��6J1 CI .tl'V;AGO6
813-312-38M
DRAWING INDEX
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1 I— -11IIJ-,SIIF1.I —
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(:-1 (OA} RAL.I.SIII1 PLAN
(I L1 C0AI1101_NDSI'1"l. Pl AN
C-2 GI A1RAIORPAD DI A W S
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I'1.-I ONIS-I I'll ; DIAGR AAI
IS'_ ICONDUI"1 Dicli;\IIS "--
G-1 GROCNDING DfI.AIIS
1
ALL, DRAAC1NGS CON "1 AINED I WRCIN ARIl I ORyMA I'l ) FOR
1 I' Y 17'. (ON I R:V(11 OR SI I:11 I \ t RI I Y ALL PLANS AND
t'hLS1ING DRII'NSFONS AND CONI )i I"IONS ON'I111 ", JOB Siff'.
AND SFLV1,7 1AIA11A)I v II N NO'l H Y -IH1 1 NGINI l R IN
\lRITINGOI ANY DIS(,RITANCiLSIt] IOR[ PRO(ATI)ING
VA I I'II7'l tli AA'ORK OR lit'. hi SPONSMIAl I=ORS;A,A11 .
r _ PROJECT! 1'
GROL'VD SCOPIll OF \C OR
RL\tOC'I 1 NIS'I-IVG GI NPR -A I OR P.AD
. Rl .fUAI t MS I I\G IT I ;N1v
V1 A\ }'-U � <7 a CUACRt 1 kt P AD
V .AV Gl \t R VC 18l,\A 1) 11SL 1 CI 1 ,R_A10R
N CAt _oo v u 5
• POVALRCOADL'I-IRL'N
GROUND GI AICR-A FOR, .VI-S"1 O H.A1SIING GPM AD RIXG
III( I RTC:AI AOIL:
NI AA AC F:L GI RICAI AA ORK IS C:AP'IC 'Ri l) AA IIIIIN "I I ITS
IIROIIlCISCOPL, ITC L NO NI:AV AC POAGI R SI1RV'RJI, IS
PGR VDINS AND Oft \\Y)RK.
VA 11 7 13L ITANDLFD M'l 1 W' G1:'NI'.R:ALCO'NIRACI OR AND
1'1 RI ORMI-:D IN ACCORD.ANCI AV II I I I I IF LOC:A1,
If RISDIGI[O'N;ALRI'.Q[ IRI NfI(N'l
[:%II RGI:NC) NOit:
NO I QL11",II N I PROPOSCD VA I I t [IN Ff 11 PRO_JIJA sCOPI:
SI I,AI I, BIB. USI :D FOR I %If RGI{NCY RFSP( 7NSI;_
NO1'F.:
PRIOR CU A(< I SStNC I N I1:R(\G'1'I [I SII I. YOU AIL SI
CONTACT -lIII.CR6AXNNOC Al (81W)7887011&Ck(MN
CONSIRLC[ION 1LAN.AGI.R
ALL k °.
NFIFFAI "'ODES
AND
SAE N N D IL'I MR_
PASCO
CITY OF ZEPHYRHILLS
LOCATION MAP
AdventHealth ZeDhwhills
a
may.
Iaza M ex
Restaurant Bar p Grill
CAv�
,,1TF A2Goa82A
Ai 2,248)28°
Ns.n.,r(x tS ` ?%d;rlh A- e
M2
CITY
\ O
s Z E Plri Y R H I L L
Ct
Zephyrhills Zephyrhilis
West Q-16 A,
l
DOCUMENTS
:AI.1 CV URK S[ L V1J, t31'. I t Ri-UR�ll 13 tAU �t V 11 Ri;A1 i INS1 1L.L(D I V :A< (,URll l_1CI:.
VA 11 I I t I II: CI I R1 N'l 1 )11 IONS Ot D M
I I IF LO(.AI-COALRNING AU ITIORIIItS.NOIIfING1NII[I".SI PL.ANSISIOlit:
CONSI RI, tOP1:.RlAItt A\ORKNOI (,ONFORMING 10 11if SE (,()I)[
COD['."I\Nl CODI:
t3L I1.DiNG IWO 1 A)RID V lit '11 DING CODIL
i I 1?C-IRICAL lol� N;AFION A[, I.I,I c, I10IAI, CODI[
VI} CIIANR, AI, 0") PLOIZtD A Rt IL.I)ING CODI)
G Is 3020 I I,OR1D.A Itl 11 I)ING COUP.
G1 NI l Al OR INI U:
\ 7: ( NIRAC RDu18
GI NI I V[Y)1 �tUl LI. I
Gl NI Iv 1IOR I I IT I') IT DII'SI A 229 GALLON S"I'I7 1. 1'-ANIA.
GCA1-R ll-OR (1AP ACI Fl 48KAC 91I
;A[ ANL'FAG1 L 1ZL.R L'RUA IDF:D ;U I' V(;1 fA(I N'1:5
GI,N CRA(; RDu-48 DI I iS LL GtiNI .R,A I OR D1S'1'AILS
GI,.NLRAC RD(48DILSIC.GI,NF'R IORDI1'AIISSPICIH(:A"LIONS
G] NFAAC.AI"lUALV[iC"1`R\NShPIiS\A"Il-CiID1:C,-ills
GI:N] R AC Dit-SI A, TANK INS -I"AI 1 :APION DRAW-ING
CV Fl,()RID U4-)l0AI C.11 L
0
(8uU) -4 2 4770 0
6f 1 ()Rk YOB D10 s
;a
Zephyrhilis
North
D_'jl
APPROVALS
-V'PRO' AV1 SIGN V"IRI D,A IP.
PROPLRI) OAA NI:R OR RI:P.
I.ANDL"SI 11I \%NER _
I 'ltOBl1.l.
OPI AZ AI'IONS
RI
Nl I1\-ORK IS VCKI I Al 1,
CONSIRLCI iON M AN AGI R
1111 \B0A1 APPROVI \NDACC.ITI11R-SF_
DOCUMI::N I S -AND ,AL I ITORI/I. I1IF. CON "IR.ACI OR "10 PROCI:[ 1) AC I I I i'Ll H
(IONS "IRUCI]ON IA SCRTM:D I IFRI IN" ALL, DC7CUAtl N'ISARI I SUBjI CI'IO
RI I,IE:AI" Bl LOC:AL fil iLD i_SIG DI:PAR'i All ,NT (A F.D A1aY [AIPOSL[ CFLiNGl-�S
OR 1110DII ICC (IONS.
MTE
m _e;-e
CCCROWN
CASTLE
1511 N I IIMFS ;lVL, SL'1"I I'.'_1 1
p//
y-m'' (� rr/,
r.
P. MARSHALL & ASSOCIATES
Ioo(I I fOL.CO,%M \A, GODS PKVV"Y S I1 2I1)
ROSvV I LL, G A 10-6
OFi R.1 678-280 _3225
T-MOBILF. SITE NUMBER:
A2GO082A
BL? #: 826548
PASCO COUNTY (VS)
38122 I IFNRY DR.
1EPFIYRI TILLS, III, 335-12
EXISTING 190'-0" SF,IT
SI "PORT
ISSUED FOR:
Z V DAI' DIM\ ---DI �I R1PI1O\ D1 /�?1
1 _ _ -_ \\I( - I I\ \I S _ \iH
W Mq„5
�G 'VDENS
ate; .53573
�1 STATE OF 4
�0R10P.•
SIONAL
i
[ 1 A \ "L 11 t'F
R I I�.ri
if 7 I ntl.i Ff )» i
iufhor.-nn ... r�)o
t. 1 \ I()t.:,I I<,\ ltt-1 IV, CAR � ) N R�11\
„I":l i\C,I\JIF TT! {_1-,I,I�Ii,",
I t( 1 1) 1, 1 1 SIC)\'I I\G1\{:I:R.
P v"II RTHU 150 iAt'\I
SHEET NUMBER:
REVISION:
CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
N T( C V ) h( 3 t'
I <) C-f 1 PROS f ED h) DRY. St ALL COMM NC F f PIC'E 1) (K W CP S71 I JSA INS WRITE N NO IC T P OC,r EI7 N P
A'vD THE ISS IA NC.I. Of t PURCHASE ORDER. PRIOR TO A( CELSSIN< / N"( RINC, Ill! Sllk Yo(j MUST CON ACI F E C:ROJJN
( AS![[ USA NC POO A 1 800 FREE OFF I & THrE CROW N CAST FGF INC CONSIRUC,I ON MA .AC>E E.
2- LOOK ,If' - CROWN CAST IF USA INC, SAFETY CLIMB RFQUIREMEN I:
THE INTf GRAY OF THE SAFE TY CLIMB AND ALL COMPONENTS OF THE CLRMBING I -AC it FLY SHAI I BE CONS OFRLD DURING ALI.
STAGES Of DESIGN INSIAI. I. AT 10H AND INSPECt ON. TOW R MODEICAI ION MOUNT REINFORC I METALS, AND/ OR EQUIPMENi
I,.-
NSIAI I ntIONS SHAY L BLOT COMPROMISE THE IN !LGRILY OR f-IJNCTIONAL USE UI 11 If SAFETY CLIMB OR ANY COMPONENTS OF
III C HEARING f-AC I!. IIY ON THE STRUCTURE THIS SHALL INCI UDE., BUT NCI Bk IIMIH D l0: PINCHING OF THE `'WIRE ROPE,
BINDING OF THE WOREE ROPE FROM ITS SUPPORTS DIRECT CON JACI OR CL OS(: PROXIMITY 10 THE WIRE ROPE WHICH MAY
CAUSE I RIOIONA, I. Wi: A R.IMPACTTO THEA NCHORAGE POINTS INANYWAY OR 10 RAN I)r:/BIOCK ITS IN!ENDED USE ANY
COMP R >M ISID SAFELY SLIM B. INC.LUUING EXISTING CON DID MUST BE IAC,GE.L1 OUI ANT) RL. GIZTED TJ (Jt,R C..ONN
CAS I11 USA INC POC OR CALL THE NOC TO GFNFRAIl ASAt FTY CLIMB MAIN IE NANCF AND CONTRACTOR NOTICE IICKEL.
i PRICED IEEE ( T' J C U _. ? RI . h (Ci EHI S,ARf < f CONS SIRUC i .N AE.I. RECOPY, JURISDIC, IIOr A I'F.RMIIS SHALI. BE )e1AIN THE[). i I I`lCtll)E:S BUT IS
t lC 711MI(D i0 bUiIDING t.LECfiECAt. MECHANI("A `JR' HOD( ION!- itJV RONMENTAi. AND ZON.N Af7fR ONSET F. J - L, > G
.. �,^: .� ... .. AII FQi ., ,-
A(.IIJI I.s ANI) C,ON.:I RIJCf,O.E A .:.,, MI i I �I A R C it ) 1 _ OMITS: MP.I. ESL.
IOiOOAl lURi5DRC1 GNAT. RfQ Uik. MENTS.
4. A CC NSIRL{ T'O 1 t,gAN, AN() . Ill ,D :I1" )INC IN NOT MET I( DO 10 t AN<_ JAGGY PEA CLIMB ING L. .> 1 r S NE. OILS, rt � ,B) r. II ED J E ,T .N < ,
f EANS, A JI) RISCUt 1 .A_,S SE,A L_ BT THE REa..�NSIEIt IY .){ Iii. GLN_KA_ CJNTRACIL. R RESPONSIBLE FOR INC EXeCUIIDN
Of PIT t/KKK (,UNI AIL! OHERF!N AND St,AI.L.MEET ANSI ASS A 0481I.Aif SI LI:I!I()N'tf JF RAI. S:AT. Ar.)LX,AI.
Kf GUTA ii DNS. At D ANY hPPLICAB�E INDL; STkY CC�r S.-E _US SIAr DA. kT iS Rt A.�(E
L 1 IiqE CONS' KUC IUI ACT 7 (i TES eEIT
1'F:RIORMf D.A_(. KIC,GNG PLn NS SHAi_L ADHERE'O A,NS P.SSH.Ai0.48!I.AIE S(c DIHC)N'�ArJD CROWN CAST. LE 1SA INC.
SIP.NDARL C, ) r. -�.JI U ., INJDING;HE REQUIRED INVOLVE MEN. YET AJUAiif ItD NC) EINE EK F.DR CLASSN
r C > JST hUC I ON t0 < f RI I Y T 1E. SLIP OKI NG STR)C 7URf S' iN AC C URDAN f N (ti ANSI iiA 3 ? LATES )TIC J .
(I I
Alf SI7 WC hY TO COMfIYNTFiC PS SI D-,00681NSIA IIIION SPAN AKDS I<RCC NSTR HON ACTIVITIES ON CROWN
0
CA SI iI NSA NC OWE ti Sit AND LATEST VERSION OF A JSi ilA I(i n (,ll STA PETARD 10�2 INSTA LLAT Oh A ERATI) .
AN ti it , )MAI HNANCE <)(AN?fr ASUP(ORIiNG S(RJCt RfSAND ANT r NNAS
G II T IE SI,(If R DIQUIIMTN`CANN07B.INSTAI,EDASSIOWNON[HIDE. DRAWNGS,THf CONTRACTO SiAL. PROIOSi_ AN
ni ik:RNAIRO INSIAH ANON FOR APPROVAL BY CROWN CAST f USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE
OF INCAI.I.AIION_
X ALI. MATRIA I.S FUIRN STIE D AND INSTALLED SHALL BE INSI iE[CI AC,CORDANC,I'. W1HH A.I. Al''LICABIF. CODLS REGIJI.AIIONS
AND ORDINANCES. CONTRACTOR SHALL ISSUE AI L APPROI'RIAII NO ICI_S AND COMPLY WPH ALL LAWS, ORDINANCES,
RULES, RE GUTATIONS AND !AWFUL ORDERS OF ANY PUBLIC AIJIIIOPITY REGARDING THE PERT-ORMANCF OF THE WORK. ALL
W ORK ( ARRIFD OU7 SHALL COMPLY W ITH ALL APPI ICABLE MUNICIPAI AND UTILITY COMPANY SPEC CII-ICAI IONS AND IOAI.
J URREIIKAIONAI COUFS. ORDINANCES AND APPI ICABI I: REGULATIONS.
8 `fit CONTRACTORSHALI.INSTAI.I. AIL EQUIPMENT ANDMATEREALSINACC<)Rf)ANC: WITIMANUFACTURER'$
RECOMMIN DATIOI`dS IJNI ISS SPECI,KICALLY SIATf D Ut f{ERW ISE
9 7H,CC}NI RACTOR SE{ALL START GE CJNSf RUCTION_
10 !LE -Xi 7(N-SIWC-R WATER, GAS, EE-CHRCArD illEKJTT TtS WHERE-!,NCON FII WORK,SHA LBE
I'ROTE< ID AT ALi T Mf_S AND WHr FH REQUIRED I OR THE PIROP(R f XtCEJHORE Of THE 'WORK. SHALL BE RE I OCAU D AS
UIRE:CT(O ;v CONTRAS TOR E'Xi P---FME CP_Ui'ION SI+OL.I D BE )St I) BY 111E C WRACTOR SA HI-N EXCAVA_RING OR DRIH ING
R f ,i R W (: RS AROUND GR Nf AR UTEL (TIES. CONE RACIU SHA, PROVEN Shl ITY IRA WING i-OR 7 E NJORKING CRE`N. THIS tLL
NCI UDf Bj? ELOI SE Ei fAtl. PROOC ION B ( ONHONIDSPACi:". C Hf CTRICA. SAS D DI TIFF-N C:HING AND
,
EXCAVATION F) C:ONSTRUCTION SAE _lY FAOCEDUt'TS.
II. AIL SEE(WORK SHAHit: AS INDICAU D ON THEJPMPF)CONSTttYPON DRAWINGS AND I ROJ ECT SEE-, - CATIONS LATE ST
APP KO/t )REVISION -
IF, CONTRAC.IOR SEEM Of [ P-H'� SSTI I RLE FROM ACCUMULA}N-,WASTE MA klAl- DLBRA, AND TRASH A Fill COMPLETION
OF TT {F WORK It NECt SSA2(, RUBBIS i S'UEEAPS, ,( SKIS SI;CKS STONE S AWE) OHIE K RF FUSE SHALL SE R. AOVF) FROM, [Fit: Silt
AND ODPOO I) Of OGALIS,
13 All [XISI IG INACTIVE Sf WERE WATER CAS CLEC RIC Atli) 01111 ED WE TIES, WHICH NIECk BE WITH Fill EXEC U ON OF THE
WORK SHA t BE. REMOVED AND/OR CAPPI D PI UGG`D OR OTI it RW IS[ DRC"ONI IN I LED AT POINTS WHICH W LL NOT
IM ERFE Rf YJBfI TIiEi XFCUTLON Of THE WORK, "-MIT IO THI APPROVAL Of CONIRACO:B LOWER OWN R, CROWN
CASILI USA INC., At.)/OR LOCAL UTILITIES.
14 f HE. CONE RADICE) AT Al [PROVIDE SIT: MANAGE IN AC,C,ORDA NOT WIT Rt Hif if( I{NK,AI S11 CIFICn 1 ION I OR Sit[ SIGNACC
REQUIRE D BY LOCAL JURISDECIGN AND SIGNAGE RE ONRE_D ON INDIVIDUAI PIR OF OF EQUIPMENT, ROOMS, AND SH( [TERSE
IS I[it -SITI S{All BE GRAM 1) TO CAUSE SURE ACE WA I E K TO FI OW AWAY I -ROM it 11 GARISH AS C QUIPMENi AND TONE R ARE AS,
Ih TI{ESUB GRADE SE TAT I BE COMPACTED AND BROUGHT TO A SMOOTIP II UNORM GRADE PRIOR TO FJNISHE D SURE ACE
APPUCAHON-
I/ IfiE ART AS OI I tfE OWNT: RS PROPERTY DISTURBED BY ITT WORK AND NC? COVE RED BY I111 TOW R, EQUIPMENT ON
DRIVEWAY, SHALI BI GRADED 10 A UNIFORM S OPI:, AND STA3117 1) 10 PEA VI Oil 1-ROSION AS SPECIE( D ON THE
R
CONSI12t7CTION O.-nW1NGS AND/GR PROJECT SP[ C:INCATION$.
CIO C- -i I I8. _V NTI.4 ,TOR SHALI MI'JIN /E DIS I,RBP.NCE TO f XISI ING SITE Ot, � NG CGNSTRUC._lOr . LI.OSION CQNTROI. Mf-ASllRLS_ IT
REQUIRt D DURING C ()N STRUCTION SHAH L BE IN CONFORMAN( I W Ill THE I ()CAI. GUIDE , Nt S FOR EROSION. AND Sf DIMENi"
CONTROL
7 71 fC.r hn )FPS AII POiEC IC„IMih V ANIS,tn IM 'DIS. U'3S, I.ANI)SC.AiI GAI D.TP J-, UEES.A ,
DAMA<,LuI'A(tl Stinit BL Rf_r'AIREC, A!CONTRAS C,KSIXi'ENSf IO THE SATES"ACTION CJk OW MLR.
-CR i _IJ- -( I_S ( ..TEE:lI
..0. _JNI R,v( ION Sl,nil tGA_LY A., J,�, KO. ER�Y LIST OS_ yr AI LS�kAf MA. KIAIS SJCH AS CJAXIAL CAS[_, AN.) Ui.,E (.
ITEMS REMOVE D FRC)M'I E EXiSTIN _, rA �.ILTTY. AVIt NNAS KEMOV' )SHALL ftI Mt TURNF) 10 THc OWNER_ vk SIC -'WALED
I( 'CAW
Of CONTRACTOR SEAT . I AVE PREMISE S IN CLEANCCNDRION. IPASEIANDDf'}RSSHOU[[)Fq R.MOVEDfaOMSI'[Or]ADAILY
BASIS,
22. NO FIIi OR EMBANK. AI Ni MA H RIAL SHALI BE PI AC I O OtJ 1-RO/E N (:ROUN J i ROZtN MATE RIALS, SNO•J OR I< F SHALE NOI
LOTPI ACID D IN ANY III OR i MBANKMI-NT.
GENERAL NOTES:
I. FOR I if PURPOSE O:-CONSTP.UC TiON DRAWIN(, Hf hC7LIOW NG DEFIN tTiONS SHALL APPLY:
C N , TOY
UN RACE OR: ClNECONE PAI JRf St'Ot SIB lOf2 CYitlSi P..;.JOIN
CARR(R.
r 11
UWIROW NCR CROWN (A>E.JSn INC
2 `HE S[ ORAWIN PSHAVEBEEN PPEPAREQ USING STA NDARDSOf POOL IS`T,,ONAI. CARE -AND COMPLEIf NIGS NORMAL Y I XT PURL D IJNDt R
SIMILAR CIRCUMSTANCES BY FEE IIABEL f T GIN LCRS IN 11 ITS OR SIMILAR LQCALI, ES. R IS ASSUME THAT (Hf WORK A PLOI LI) WILL BE
PERT ORME1) BY AN EX.PERD NICE TO CONTRACTOR ANI)/OR WORKI'E ON I W HO HAVE A WORKING KNOWI F DGE- Of II1i AT IT CA BE E CODE
STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACKA PIT) STANDARD GOOD PRACTICE- AS NO! F Vt_RY CONSH ION OR EE I ME N7 IS
(ORGAN Bit L XPIOFIY SHOWN ON THESE DRAWINGS IFit CON DACTOR SI IALI. USE INDUSTRY AC'CE PIED STANDARD GOOD i'RACIICE.
I -OR MIS(;ELLARE OUS WORK NOT FkPLICfiLY SHOWN,
E3 THE SE DRAWINGS REPRiSENT THE NNISHtD BI RJCI URf_ THEY DO NOT INDICAI I THE MEA,NSOR METHODS Of GONSI DUCT ION, 11 if
CON : H C Y -S ) f )K III "'ON W 1CHON MEAN" MI TI{ ` '-CFI J F- OUT - AND PROC[ DUPE -S.
S AL.. S,.S)LE I. KE. PCr5181. 1. C 1 C. S 1. �, . O)51,. tOUCS. S. <?lJ CIS, UI X1. ..
DURING ,I
IHECON[FACTOR SLAT PROVIDE ALL MEASURt S Al,,_SSARY f )R i'KOTL'CT(ON Of Elf t AND YROPLRTY D ,RING CONS71 JCl ON. SUCH
O MI-n SUR(S SHAI NO JDE BUT NOT B(IIMITF:[)7 dRP.C.ITJG IORMWOlY SII )R IG LTC SITE. VISITS B(lt{I ( POINT fh OR ILLS
P FDATR/' N/ ' q'TiON C t I,+ M AN I. I (_ ER F 'V 7 )I i 'i II t 2f 'll ' CI hk. h(SI v I. Wit 'C)T INCIE,DF INSI f J ! SiS(. I I S D S fi ..IOU , ., AL OBS_fi A ON C III I r S 11 D SII 1C FARE . NI. Y.
ERE
4. NJIIS AN)JIIAI.S IN 1'iE .,QNSTkt'CIION DRAWINGS SHALE LAY^ R,.0 EI�ENC:F-)VER GENE : RAIN TES AN. !'/(I<A EST IMF S. WI{(Kf: ^10
J )
:A 1 ,'RC NJ (, J DETn ITS AR: SHO /tJ-ONS`P.1 ON SIIAI.L(ON'ORtA 1'O SMIAR'v`✓ORK Or THt.f..7 <T A L CPR l_(K�JIDfI 1<�4 it !ri(
CONRA_. DOGUMlN S.
«
-- - __ .TtCKf A(ER ,
h?STRCIRQUR� _�,S, SnAC) Gr-t IIJKIEP(FlRIFIC ii(lShEO:IREG CONTACT Ht!hGITER )f N.CCR)SZIBSIANI A l F FORT HAS BEEN MADE TO PROJII)C: AC)CURA N D MI NSIONS AN) MEAS-TRILL tN760N IEEE DRA 7/INC,61(> ASbZSY IN'HE
fAfiRICl11<.JA NI A M-t OJTE'.7(NF. Vf-NTS 81.1E 11 >i JETS f7 RANIGS I- AS .IN' it Rift
) )/�.. .. f. TOr ,, .t_ ) t(t S r) f. RES Of SBE.T C, .,) A,O > f..
iHf DIM-NSIOr1S. MrASUPE MENTS. AND/OR C,I C.A GA N(-f:S SHOWN IN Tllk: CONS(R.,CTION D..A (DINGS r kl:)K TCi fABRiCn1ION OR CIJtIING
OF ANY NEW Oti EXISTING CONSIKUC ION Et(Mf NTS. it If R Uk (T:RMIN E() THAT THERE ARE D.SCREPA^ICI,:S AND/OR CONE IICIS W 1H THE
COIv , Rt7CHON _)hA+`✓':NGS TE'E ENGIN..E.. Of KE <,ORD IS IJ f?f flOT f:ED hS SOON AS POSSIBEE.
o PKICRIOTEii SfJBMOH1SS F BIDS Ht BI D!N C ON`KA<; C R HA I. VIS lF C tlELL S I F TJ FP hILLAR 7 W T It f-. IXISI,N< .,r;
, N( IT )NS
AND (O C (N Inty` i F I 1 E: VJC RY AN F AC ((MI I I HE ) AS Sri >W M UN T if C ONSiRU(f C 'R'i F/INC nN" I (Pf E'n N(Y <"IlriD
) ) 5 S J i� S S
SHAI I BE BROUGHT TO THE ATE( JT ON OF CR( WN C ASTI f .
/ A A N R( ACCC R- C ( -i ( J All A fKl SFURN.SHE ADD STA tOSt{nll Rf INSI I ,) UFN f WIT.AL P PII ABLE ) FS Rf <, !TI )NS ArI.
()RDINANCFS CON RACTCRSHAtt SS.,I All AI PR01'RIAH WHICiS AN)COMPLYWTH ALL LAWS ORDINANCES RULES Ri GUTAH()NS
AND LAWFUL ORDERS OFANY PUBLIC AUTHORITY RE GARDING THE PEKFORMIANCE OF THE WORA. AIL WORK CRRiI D OW SHALL COMPLY
WHHALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPIOFICATIONSAIVD LOCAL JURISDIC[fONA1 CODES.ORDINANCESAND
APPLICABI L REGULA HONS.
8. UNUSSNOILDOTH[RWISE THEWORKSHALI INCIUI)I_ FURNISHINGMAIEKIAIS,EQUIPMENT,APPUKILNANC.ESANOIAB()R^,ECi SSARYTO
COMPHI1: At[ I INSTALLATIONS AS INDICATE D ON HIT DRAWINGS,
9, THE CONTRACTOR SHALL AN(JII INSIAIl Q MtIA :NI AND MAT RlS IN ACCORDANCE WITH MANUFAr IJRI kS KE() CMME.NIJAfIUNS UNLESS
SPECII-ICALLY STATED OTHERW ISE.
i.. If I.If SI (C II Iil. E IJiPMf-Ni CAN NOT - INSIAI I I:I AS � iC�Y/N (�N TIiESt..>KA W IIJGS ii-I CONTRACTOR Sti , I t PROPOSE I. AN AI1E hNA(IV7:
) ) Q � BI. ) C.A.. S
INSTALLATION FOR APPROVAL BY T 1 CARRIEP AND CROWN CASE E I_ PRIOR TO PROCEEDING WITH ANY SUCH CHANGI Of INSTALLATION.
1 R P V I N J t ( 1= fill IC ( N I CONTRACTOR IS O PERFORM A SI7c IN rS EGA 10 Ar D S 1) DF EKMir I F BEST ROUTING O} All CON[JUIS )R { >W ER AND ILLS ) 7
AND TOR GROtJNDiN L CABi.FS A S. iiOJJN IN'HT POWi:'R, Tf iC >, ANO C OUNDING PLA.! DRAY/IMC�S.
I ,.. 1t1.. (ONI2A C10R SHAH PACT tXIStIN., IMF kJJi MfNIS PAVE .,t,kdS LA NL)SC,AP NG AND S(R ;(It1RIS.ALLY I)AM/`(STI) PART
SHAE I BF REPAIRED AT CONTRAS OW S I XPf TO 10 THE SAT BE ACiION OF CROWN CAST LE LISA INC.
13. C-NIT _"OR STATE LG^ 'Y AND GROPE /DISPOSECF AtI CRAPMA. RIM: SUCH A. COAXIAL 'F -' N CHIT ET ME R'MOVE-)
<,) nc,t,RS ntlh__,..,. n -) Ru._PI. _> Is, I S)Lc. s .� r1PIc.nR..aA ) � Lk I. - 1.
E H ROM ': EXISTING IACIL!TY. ANTENNAS RE MOO HSHALI RI RI BURNED-O THE OWNER I DES:GNATl`) 1 OCAHON_
14_ CONTRACTOR SHALI H AVE PR. M SE SIN Cl FAr C ONDITION WASTE AND [)I ERIS SHOT I! I) BE REMOV 1_ t. OM SIT! ON A DAR Y BASIS.
CONCRETE, FOUNDATIONS, AND REINFORCING STEEL:
I. AT L CONCRETE WORK SHALL BE IN ACCORDANCE. Will THl A(,i 301, ACT 318,ACT 336, ASTM A}84, ASIM ATER, AND I HE )ISIGN AND
CONSHRIGI ON SPECIHCALION FOR CASTINPI ACT-C:ONCGLTE-
7- UNI.l SS 'vOIF(7 O7-ERWISE SOiI BEAKINGPNSFURI USE)1OEFDJSI6N0I-'LABSANDFOtJNf)ATIONS ISASSUMEDIOBF 000110
3. ALL C ONCKETE SHALL HAVE A MINIMUM COMI'RI SSIVE SIPS NGHH (f'c) Of 3000 psi AT?8 DAYS, UNL E SS NOT([) OTHI RW AE. NO MORI THAN
90 M N 7TIS SHALI EiAPSE FROM B, TCH TIME 70 EMI OF PTACEMENI UN ISS APPROVE D BY Tr L ENGINE (ROT RECORD TI MFE RA UPI: OF
CONCRETE TE SHA.LI NOT EXCEED 90" AT TIME OF PI A(AMFNT_
4. C)FILGIil_ EXPOSFDTOFKEEZE iE:AW---YCHSSIAH CONIAi+A IR I TH RAINING At-MIXPUREAMOUNT Of AIRENRAINMENI t.)RI RASH)
CNSIl(„- - N -RCSJE:hl... ."L. MtJI./S.. :T.J Bf IY rIn ORHAND : I.LI TNITHAl)XIA,M
WATER fO C f-MINT RAHO fW/C) OF0A`,,
t FC -, r .0 ..t „ r WffH .. x W ` I , ( �(. i ,,:SIT!(-(, .
.). AI..STI.. KILN. OPC N.�Sif,l. v. .�J..I OR�/EIOAS.Fh AEI.). All N If E.:)WI(.t.IACKIC JWF SHP.,.L CCfJf )KM ,G ASIM A.&.,.A L..
i i
SE IA t FC' -S "7'N' J-P - !'tJ '-': NOt ,);ii RJJ,T ALL HCOY TA.. B' TAN "P' 9: "GRF LOOKS UMIS: NO'i:T)
> B ,LASE B SiOf > L{,iS � LLSS 1.. I. S � >S I. .r. S. [�/. J )vE (. -. J .. S
OTT'( PW Sf YIELD STRFBfGTH Ty1 OE STANDARD D! IORMED BARS ARE AS f(',1 i.OWS_
#4 BAn`S At'tD SMALLER 40 ksi
,F
BARS ANF) LARGER 60 JK
6. (riL ✓LLVW:NG MINIMUM COL. 2IE CU✓Ik SHALL B;_ t K FV1D[ 1)10.E Rt N.ORC,ING SI FT RUTf G, Sii )WIN OIIIE. PW SL DN [DRAJ. NGS;
C
COt Rf if CAST FC,AINST AND I%iv`APHWEY XPO I1 TO ARTIE 3"
CO .CR(f L EXPOSE U IO EARTH JRWI Ail TER.
46 BARS AND LARGER Z'
it,',BASS
AND SMALLER 1 1/2`
CONC-Rf U NOT FXI OSFD TO EARTH OR WEATH[ R
STAB ANU WAHS 3(4
Bf AMS AND COI LIMNS 1 112
J. A TOOT I D f IJGE OR A 3/4"CHAM{I KSHALL fit PROVIDE :)AI At ESPOOF 1)1AGE 5 Of CONCRE TE UPI I SS NOT 01111 RW ESL_, IN
AS WITH AC1301 SECTION 424E
GREENFIELD GROUNDING NOTES:
AT I. GROJNI i FI E: Cl RODF WSO MS I:N_LUDING H. L E COMMUN CA ION RA R I I KA11 NINE PROTECT ON AIDED AC POW[ R (-,IF S S TA., III ELONE)r D TOOL Itit.e A OR BELOW GRADE BY TWO OR MGRf C OFPER YO NDILIC, COND IC:',)RS IN Al"CORDANCf Willi T'1- NEC.
,. .. � ..t ..,c !i ,E: � P ,r J.". T,) ...,_., �::,- N, -):... .. .... .� „ ) �t:l ,� ".i; ,E, ,."I E >...) i i 1Hr:CC=NLIRAC.GR _TIRE-f_RFORM IF FALL -Or Oil k, SIS nr C_... In RTtt E51EN<,, TRf��r 1100A�JJ 81)FOR C,RC.-,NEE (I I( RCtDE. SYSIf MS. 1HcC.Jh FACTORS +ALL-JRNISFIh DINSIF.., OUPPI CTvJND EIf<TRODES P.Se[(oE�tC A( it `1L AILS RESULT
C)t `i C RIMS OR I ESS
(. ( - } I,
3 ItII: C;<t^J11.A _,LOOT RIM JriSIBLEF RPK >. Ek(Y SE(tICrJ(:Ir <,ROIJNi)!N( AND CO 'DI,I. iNSIAIiA'ION A51c fn'I VENT AN! (�»Of CCNT INIIITY IN Ttf hU NDING SYfIr.YJt OkItnMAC-,I TOIifC NDJI N[ PROVIDE TESTING RESIHIS.
J
4 F.J A I CONDUIT AN TEAS NAI 6E AND AA ' < 7RI(�AI YCONTINUOUS WI H ISTE N NC-, F TiI C OR Y (r1E,ING ACk(JSS THE DISCONTINUITY LIITy WITH #1 C )P'fR VJI2f ,I APPROVE U GKO NDIN ,TYPE-. C C, i I! CIA At'S 1 ,. C.> L. O / S i. BE GROUND! E>t f), VIf i 17R) I I S B B) )
J MITAI. SAt [WAYSHAI NOTRE ED AS THE rIFC, Rf OI1(h EDE OIJIPM ENT GROUP!-CONDLUC,TOR SERA NDtOC OPP(R_,0N()UCTC,hS WIriI C,REDN RV_111At.ON SIZED IN AC �OK(,A h.,F WITH TH( HE D,, SETA I Ft fURMISHf iANDl1S AN C)W;iH ti' POWER CIRCUITS TO BTS
f QUIP Mf:tgE.
L (ACI-i (hBIN1 i FRAME SfiA E! RE DI'2t TIY C'C)N"vk C(t I TO il1E MASH R GKGIIN() HAK W Ili C R.EN INS FATED SU. f I MI Nlnt f CUIPMf N(GROUTJJ W KI S #6 S RANJEf) C:()I'NIR OR LA IR(,(K K)R INI)oCJK ft?S' #2 RARE: SOT..,, ::NNE) COPi'E R f QR OJIDOOR BTS.
) F
/ C.GNNI <:i IUIJS TO III' GROUND YUS SI A(t. NC)T BI DOUBT ED l P < R SIAC: KI D BAC K IO PAC K CONril C7 K)NS ON OPPOSi1 t SIDE Of III' <,Ro LJN) BITS ARE. Pf IRMIT ED.
8 AI. I. EXf(RIOR GROUNI. C'ON DOCTORS Bt TWEEN EOUIPMI::NI/GROUND BARS AND 7H: G CUND RING St A E'E: N2 SOI 1) IINNEL) C"Oi l'[R UNLESS OIIiE: RWISF INDICATED.
9 AE OMINHM CONDUCTOR OR COPIES CLAL) SI Ft[ CONDUCT OR S1 AlI NOT BE USED FOP G OUN`)INC CONNECTIONS.
10 USE OI 90" BI N)S IN Hit PRO IEC[ION GROUNDING CONDUCTORS SI TALI BE AVOIDf_D Will N 45- BE NUS CAN BE AD QUAI ET Y SUPPQRI E.D.
If 1 XOTLiI RMI(- WE. LDS SHAI L BF. USE D FOR ALL GROUNDING CONNI CHOPS BE I OW GRADE
t2. AN i GROUND CONNI CTIONS ABOVE GRADE UNIERIOR AND I XI I-.RIOR) SHAII BL FED COME UH SING HIGH PRESS CRIMPS.
I i. COMPRI SOLON GROUND CONNECTIONS MAY Bf PE PI ACED By I XOTIIf RMIC lNI 11)CONNECCICNS.
14 I(:I BRIDGE BONDING CONDUCTORS SHALL BE PX01 HERMiCAI I BONDED OR BE If 1) 10111E BIANCO AND THE TOWf RGROUND BAR.
IS ALPROVE )ALII OXIDANTCOAINCS (c- CONDUCTIVE OF I OR PASTE) SHAI BfUST:)ON AT COMPRESSION AN[ BOI IE D GROUND C OPINE CI
I AI I EXTI RJOR GROUND OOPEAT CT )NSSHAH BE COA [D WITH A CORROSION RI SISTANI MATE DIAL
II MIS':[I IANT OILS E:i i (fRCAL. AND NON Et'_CTR C A ME: TAT. BOX S t RAMf.:S AND SUPPORTS SHAY L. BE SONDE D TO TER GROUND RILL(, IN AC( XI O,NCF WITH IHE NEC,
lu- BOND A i. MC TAT. ITC. OBJECTS 'W ITHIN b f Of' MAIN (,ROUND EYRTO'WITH ( I) 92 BARE SOL L TILDE 1) COPPER GROUND CONDUCTOR.
i J. GkUUNI) „ONilUC.IC,kS JSLJ iO.I.1E FACLIIY GROUN DifI-, AND i IGII. N,NG I ROTECTION SYSTEMS .,HA NOT BE RJU7:D IrlKOU<,H ME JAI OfS IECTJ THAT FORM A R,NG AROUND THE (;Jh DJC;IOR, SUCH AS TAU IC CONDUITS, OBL !AT SUP°ORE CI IT'S OR S, LFVFS
H Et , , .
THROUGH WALLS O(1 tLOORS. WHEN i(S REQUIRE D 10 BE I10USf (J IN COH )UI I(-, MEET CEDE REQUIREMENTS OR LOCA i CONIJ 170NS, EON ME ALLIC STATE St,ECH AS PVC CQNL_ SHAI � BE JS D WHO HE USE OI META( CGND�,T S UNA VO,DA BIL NONMti n,..IC
C.ONDtJ T PROHIBIT[ IS BY LOCAL CODE) D•_) THE GROUND CON[`! C'OE SHALI. BE BONDLITE TO f ACH EN) OF FILL M �TAI C,ONOIJIT.
7V A;,i GROtIN DS (FIAT 1 "{v rlS lOTJ E OM BE: LOW AVE TO ABC GRADE MUST !'1 #2 RARE SOLID TRINE D C /t PEBIN 3/4 NOT,MIA.I I C FIE:X BI r CONDUIT FRv'J 24' BEIUW GRADE. T0W Ti[Of :1' 106 Of CAD SKI I I) If RM!NATION POINI. [Oil EXT'OSEI) f rJD')t PITS COrI)ll it
FA US7 BI Sf.AIED WITH SILICONE CALL (ADD TR ITHAHONING GROUND STANDARD IN FAIL AS WELL).
I. 9M IHN S WHr: RE TIFF. MAI„ „RCJ NDIN CC N K. A:2 Rr OHRE U TOR [ .UJ(..D J C PADI, THE CONTRA' NIL�12 St i. KC)L)f .. TWO GROUNDING CONDUCTORS ., FROM TI=F. ROOEI-,P POREERJ AN) WAN R IOWf::RS GROUNDING RING, 'O tt'k FXISI 'JC, GROtIN DING
_.L. U ) DJC S I -
,,.,. ..,- ,I- ...,, M1 R .l r- JI 1 N i" .`i. "J' �---11 _,CT �,-. v-F n I N.", AriNAcR SiolcM Tfrf: 6:2UUrV >Ir,G CJ..DUC,1vPS S..A�. NO, B�SM,.E :R (HFl,N L/U C� (f_J<. ROOT IJt G� OU. L.N6 RINC, SHAI I. BEBOP I () iJ Tllk: EX._ Ir C, GRJU D r16 SYSTEM �LBJILJI, C, SEE CGLJM� S, LL�IIIT CHIN[NO t n �.E �IION SYSTEM, AN., Bt,ILUI C MAIN WATER LNE
Ur=ROODS OR NoUl, Rltf)uS META[PIPING oNL .
ELECTRICAL INSTALLATION NOTES:
i. ALL ED f CT RICAI W) KSHAI.I BE f (Id ORSEE IT IN ACCDRJA CE NITH.. TILLF PRO ,EC. S I Of I( n.IJNS Nf C AND A:. I.
A PIIC CA Of E FEI E RAE ,RAH. AN 10( AT CODES f ORDINAL LS
-J -C:CN ON SO'II l!- ! Cl V.v ?. CONDUIT aoDE 1 < s ARE SEAT[ MAI <, ) T Atoa SHAI , INs A_1 c )r w . S > . n <,Pss t > 1 )1 f r r�r IS
NOTBLOC,K[i AN!)TPIPHAZARDSARL IiBFXNAIK)_
N C J W W PP M H N F R COME] i P IR Mfr7S )f CLIFF C.
1. WRING, RACE WAY SUPPORT fi ODSA DM.TE IA�S SHALL COM L Tlii f fQU E E
4, ALL CIRCUITSS[IAII BE 5EGR GATED AND MAIN IAPT MINIMUM CABLE Sf RABATI(Al AS It OIIIPED BY THE NEC.
C:
I I N - w i- R1 ` F P r. v N Of (Nr e T 4-1. ALL EQUIPMI YET SHALL Bf Alt Elf 1 DtK RI CRS LA BORA. O. ES LABI L O A P O ALA D S L _) ORERE O
OQUIREMrN1 Of THE NAfR)NAI HITARICAt CODE.
42- ALL OVERCURRI NIT DEVICf$SLAT I HAVE. AN INTERRUPHNG CURSEH E RATING THAT MAIL BE ORIATER THAN THE
SHORT CIRCUIT CURT t_r i 10 WHICH THEY ARE SUBJECTED, 2200E AIC MINIMUM. LRY i !AVAIL ABLE SHORT
CIRCUIT CURRI PIT DOE S EDGE EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN AC,C ORDAN<;1_ WITH ARIEK-At
O HE C- , I. ). 'I .-( , CODE ,XF ;O R 1 1C 21..E ,
1 IDLE , , I. _ ol. I,n. MOSi cur.Rl_. r ni, >r n L) c.o-�_ T Re Tile c „vL,.r 1r -, x)r SDle.ncEr.
5. FACE]IN[) OE f rt Rf cwLR PHASE NuuxR GROUNDING "oNDUc>. AND If CO J( roR Dk
CnBI ( StA(iB1 IABI 1 E D Willi CO[OR <�-))[ D . LLAr 0? ELCTRICAt (AY(3BRAND, ), I /2 IASIC
El I CHACAI TAPE WITH UV PIROUCHON,OR fOijA.LI.?HE IDFOOKICATiON ME TIGO SHAI 1 CONFORM WITH NEC AND
OSHA
6, AN El ECIRECAl CCMPCOf NTS SJOAF I BE CI f AMY LABELED WITH LAMI-.OI) TAGS SHOIW ING THE Iit RATE[) VOLTA(CE.
PHASE CONFIGURATION, WIRE CONE GURAHON, POWER OR AMPACITY RAJ ANL BRANCH CIRCUIT ID NUMBERS
e. PANEL BOARI) AND (R1_1_T0 EYS).
�ii w� "Tn -:
I. PA <EE BOARDS D N )Mel. Rs sr , I I eft c!1 nKl r I ABeE e) ,H Pl.asr<. RELS.
8- ALL TIE WRAPS S A[ I BE CUT 11 USH Will H APPROVE CUTING TOOt I(" RE MOVE SHARP r IDOL S.
9. ALL POWER ANT) O 11PMENi GROUND WIRINCG !N 17BRNCG OR CO'v DUT,>HAI I. BE SINGLE SOPPIER ("ON')UC;TOR 1;:14
s, oRRcLI R wlTnT[TOWN1vtE I,lr,iWIh✓N 2 xr.i N XHE W .. / N ,.tW -z . RUW o. RHWwsu.nnON urnt..S
OTE ERW SE PF Off If 1)
C!
10, SU PL AE NTA1. f t) f Mt NI - ROUND vJIKNC EC f A, EJ INDOORS SHAi I BE S NGLE. COPPER I f R CONDUCTOR t#A OR
tIVJ LARGER) WITH TYPE Tt HV/ 1I1WIJN ;:' XHtiW XHf{Vf 4J THTHIN -I vtiW OR RtIW TINS 1,iO .AlN UP[ ESS
0HORWISE SPED LIED
11, POWERAND-,GN(K0 WIRING ( V1BI..E (,OR[)SHlLI. BE MU,7CONDUCTOR, YffSCOW CORD!fI4 OR
IARG, P UNHCi OEM RWISE: SI'E< II CD,
12. POWER AND CONTROL WINING TOR USC EN CABLE. TRAY SItAII BE MUI TI-CONDUCTOR IYI'E IC GABEE 111140R
LARGER), WITH TYPE THHW, IHW N, THWN-2, XHHW, XHHW-2, THW, THW-2, BERN, OR RIIW 2INSUTAHINE UNI ESS
OTHF ANISE SPECII 11 D-
13. ALL POWER AND (:ROUNDING (ONNLCHONS SHALL BE CHIMP SOFT[, COMPRESSION WIRI LUGS AND WIRE NUTS BY
MOMAS AND BE ITS ('SR I QUAIT LUGS AND WIRE NUTS SHALE BE RAZED LOTS Of'[ RAHON NOT I ISS THAN /0 C AREA C
IE A VA ILA B LE).
14, RACLWA'f AND C ABLE TRAY SHAI I BE LISTED OR ABI LEES TOR ELECTRIC:At. USE IN ACCOR DANCE WITH HE UL,
A NS / E EE AND NJ C,
IS. HICTRICAI ME IAHIC TUBINC,)Mil, I NTE RMEDAR MITAI. CONDUIT TRACT, OR R iG IU METAL CON)IAJr) RMC) SHALL
BE USED FOR EXPOSI D INDOOR I GO ATEONS,
16. EtFCTPCA1 ME TA I11C TUBINC, (IMT) OR MI TAf C LAD CARE UXC) SHAE BE UN D fOR C,ONCiM i )INDOOR
LOCATIONS.
1/. 'CUT DOIF 41) PVC IINLIPGR UND ON STRAIGH?SANDS_-Dliit:80 °VC fOR Ad.L TTf ONG90s AND AI. I.
APPROVED ABOT/i GRADE PVC CONDUIT.
18. IUC I ID TIGHT Fit XISI i ON IAIt ( C ONDI III `I YQUID -TIT[ EII Xi SHAI[ BE USED INDOORS Ali[) 01H000KS W O RE
ViBRA TIO J 0Cc 1 S OP f i iXA Y S NFL
IS
19. CONDt'T AND tUdINC I li(INGS Sf{q(I [it 1Hk ! )ED OR .,OMPRES S;O YPE AN(J Ai { ROVE D EOh T +1 IOFOLK)N
USED, T SCREW I TTI (,S ART NOT AC,CEt IABI f
20, CABINETS BO X11 AN!) WEC 11AY1 SHALL 11 111E () FOG lIC"ICAL fill Of AD CORDA.N(A WITI' HIM,' UL,
AN SERF
AND OF
N'(:.
21, WIREWAYS SHA BI MItAT. WE I I AN[NA.MI. FINISH ANI INCLUDE AHNGE IT COVE R )I RGNE D IO SW ING Of'[
DOWNWARDS (WIDE MOLD SET C MALE W IREWAY).
22, SI(SITE1)WIKNC,DUCT STAT .ISIPV(1 AND NC;HDECOVER (fAND:J1tIYPfIORICHAT I.
23. CONDUITS SHAI I BE EAST[ HE SfC LIRE LY IN P ACE WITH APPROVED NON YH RF ORATE 1) S?RAPS AND HAN(A RS-
EXt E OS /f DF VICE S (r.,. POW )f R ACTUATED) FOR ATTACHING HANG( KS IO STRUCUE(1 WILL NOT BE ['I_ROLE TED.
CLOSELY FOLLOW [III LINES OF Ill(. N RUCTURE. MAINTAIN CI OSE PROMIABY TO TIDE SERUC:TURE AND C EP CONDUITS
IN N-Tif ENVELOPES. CHANGE S IN DIRECTION TO BE UIE AROUND OBSIACI IS SHALI Bf MADE WITH CONDUIT
OUTHT BODIES CONDUIT SHALI B[INSIALtf D IN A HE AT AND WORK.MANIIY,E MANNER PARAI III AND
PEKPFOIDICUI.AG IO SIRU(,IURI WALL AND Ct II IN(, LINES, ALL CONDUIT SHAI! BL NSHI I) IF) CI I_ AS OBSIRUCIONS,
ENDS Ot CONDUITS SHALI, IT[ IEMPORAII Y CAPP f1) FLUSH TO HNISH GRADE TO PET RI NI CONCR( If PASTE IS OR
DIRT [ ROM ENT[ RING CONDIMS SHAI I BE RIGIDLY CLAMPED TO BOXES BY GALVANIlr f) MAEO ABI t. IRON BUSHING
ON INSIDE AND GA VAN /E:D MAI I TAPE f IRON EOCKNUI ON OUTSIDE AND INSIDE_
24, EQU C M NT SALINE IS 1[ RMINnI B )XI_S JUNCTION BOXES AND PULL BOXES SiIALL ',Of (AI VAN LC-D OR
E FOXY COATI :)BIT H SET': I SHAE M1 I OF FXCfID Ul 50 AND BE RATE IS PIMA I STOP fit IT[ AT IOR INil FOR
LOCATIONS AND NI MA 3R {04 B' 11 EIRJ FCit E X ERROR LOCATIONS.
i5. METAL BICE PEF C,i {, .,WI CF( AND DI VICE BOXES SNAIL BE GALVANIZE D, k PDX'(-COATF) OR NON CORRODING;
XrinI i ME ET OR f X(,t D UL 514A AND NEMN A OS I AD BE RATED NEMA I (')IS BE !TO PI I')R INTERIOR 1 OCAEONS
AND WEATHER { ROH C -PTO WI' ORB TTFBE TOR I XTE.RIOR. OCAHONS.
26. NO^.METALLIC RE CI PTACIE SWITCH AND DIVICL BOXES SHALL .MEET OR[ XCIf D NiMA OS 2 HAVRE S 1 RE VISION'
I
AN, 81 RATE-O NE MA! OR Bi ITT R', E:0R1FJ AOR 10CAT ONS AND WFAI"ER PRO7 CHI) FWP ORB III H FOR
EXi RIOR LOC;Ai1C>HS.
21, THL CONCAC'OR SHALL NOIIfY ANDOS7A1<N,CESSARY AUTHORIZA IC)N FROM IE HE CALIAIR AND/OR CROWN
CAST] F USA INC BI f ORE COMME ICING WORK ON THE AC DOWER D SLRIBU?ION PANELS_
E, , ,
28. THE CCNTRACTOPS IALL_k,VI[) .{);ESSARv IAGGf,NGO'J LEE BREAKERS, CABLES hfJO DISIRIB IRON PANELS III
ACCORDANCE Willi IHE API E K A BI E COD S AND STANDF.RJS TG iA'f GUA47 LIFE AND PROPERTY.
29, INSTht I AXJ I ABE L ("ItIIH ME i(EX S J R 10 SHOW "I MOTOR I:".
30, Alt IMPTY/SPAR( CONAHIS'IAIARf iNSAttf,A.L TOfAVF AMETEPEUMUIE LARD PUII. CORDINSEAIii),
ABBREVIATIONS
ANT
ANTENNA
(E)
FIF
`XISTING
ACI[ LY INH R( ACE FRAME
GEN
GENERATOR
GPS
GLOBAI POSITOOHNGSYSHM
GSM
GLOBAL SYS`EMFORMOBIH
IT[
LONG TERM EVOLU710N
MGB
MASTER GROUND BAR
MW
MICROWAVE
IN)
NEW
NEC
NATIONAI Hft,TRICCOM
jP)
PROPOSE H,
PP
POWER PLANT
QT',
QUANTITY
RE Of
AT Ci If TER
KITS
RADIO BASF STATION
EYE
R MO7f fE CTRJC TILT
REDS
RADIO F LA OUT NGY)A'A SHE IT
SR +I
REMoIi FADt:31D
RRU
REMOTE RADIO UNii
AS
SMARTI141f GRAODDf VICE
TMA
TOW EP,MO TUH)AMINIHIR
TOP
TYPICAi_
UMTS
UNIVEPSAI MOBIIE Tt IfCOMMUNiC AiIONS SYS7E1•A
W,P.
WORK POINT
CONDUCTOR COLOR CODE
SYSTEM CONDUC TOIR
COLOR
A PHASE
BLACK
B PHASE
RED
I20/24T)V. 10
NF UI RAI.
WHITE.
GROUND
GREEN
A PHASE
Bit C K
B PHASE ASE
RED
130/fOBv, 30 C PHASE
6, NO
Oil U RAI_-_"I
WHITE -_-
kOJND
G, R..N
GREEN
A PHASE:
BROWN
I B PHASE:.
ORANGE OR 'UR`I L.
.'DDIAEDV 30 C, PIInSE
YEEiOW
h E JTRAL
GREY
GROUND UND
GREEN
i , I
- _
R1 D°=
I)(' VCJ! (AGE:
N(G (-
' SEE N"C ?10 )(CJ(1) nN0 t2j
"POIA EDIIIT MARKED AI II RED IISA110N
APWA UNIFORM COLOR CODE:
W HBE
HESOPOSI D I XCAVAYGN
`IMPORARY SJR`✓EY MARKINGS
I ICIRK: POWER LINES, CABLES, CONDUIT,
N
ANC tiC '.'I NC (AR.LS
CAS, Olt, STEAM ft RO11, i OR „ASi OUS
Y ELEO W
MnieRlAiS
COMMUNICATION, ALARM OR SIGIJA I. i ENE: S,
CA 91 ES, OR CON)U[I AND TP.,, FIC (OOPS
POTARH WATER
KI C IAIMt D WAITED- IRRIGATION, AND
SE FORK I NES
Sim LOS AND DRAIN LINES
7668 \X ARR1tN PARKS N ;\l
50114
.
CCCRV i i l
CASTLE
6191 '� S:CA I f f ITC-Y 161 SL Tl'f -: ^_{in
LOST\<;,1k
�
r.
,.1r /
R
P. MARSHALL & ASSOCIATES
6801 IIOR ITC L5 Y Di: S I'I-: 1110,
I IOL SI)ON 'I'k 7702-1
0I1 fi.1.. /13 677 1964
MOBILF SITE I. 1`ti L 1 I I_.
A2G0082A
BU #: 826548
PASCO COUNTY (VS)
38122 HENRY DR.
ZFP1IYR1 TILLS FL 33542
FIXIS ITNU 190'-0" SI ILIA
SUPPORT'
ISSUED FOR:
2
LEIS: LOT I IF[
1 _ 0"16 f'\:XIS
OTO
i IErrida SP IF
7'11a EIIN\If kud ,:n, ET"Y"
C,' W MAS
�:' No. 53573
i.
�p
"R STATE OF
�, fin ��
STE PLAN DISCtA#PAIR:
PRO'( RTY LINES AN() STRUC' LN:i S HA'O BE It I DIC, I I/LD FROM
i R JIO S t I AN SiIS OR FROM ASSESSORS MAPS PM&A HAS NOT
O()M"I DA SitFS ITS EYA DI PHORI MN I NO IFMS
AS iC fif A.C<,UhACY OF INF RN! IO>N >k I< I � ON IBIS SHR IT.
(,C) NIRA, TOR SHA1 L MELD l/ER Ff SI 1
f i'L AN R f Ci( ., "MT Ni
SHO W N AGA INST PRESENT FIELq COND7I IONS.
11- PLANS DO NOT MATCH INS WfH IM SIif CON0111ON AT I E OF
(,()NSTRUCTION, CONTACT' MOBIEE AND IIII CROWN CASTLE
CM.
PARC I L ID
02-26 21 0000 39900-00A0
(f) f;HII
) PIT[[ -DING
DING
1
1
1
(Ef PARKING
IOF
'ARCH ID
t PARCEL ID
02-26-21 -0000 00100-0030
t
OP 2E
2 1 0000 OJ' 000000 '..
([] PARKING
1
1
t
LOT
I
t
HENRY DRIVE
022a )1
wa0-00AO(01
R-O. W11Nc
RO-W. LINE
A
�
-- --�--
APP ROX(MATEPBO ER.Y LiN[
-- -- -- ---
' Dt:N(>II5 IH( JET(lAC Y DISIANCI. FROM �
THE PK(>I'f lifYLINI IU fit NLAREST
t.
t
_ IP) CROWN CASTLE
t
POINT UN IHI. D t SI 1 GI N ORATORND
B
I
( PAR<ti D
(f XIIAUSi St1tlAC'h. IS GRt Afi FST
` �'"�
(11 26 2` 0080 GOA.00-0127
I
s
I
(PI TNC BIE >I'SEI
,I N"RAOR
t
31
I
W
(
' PAP O.It-
t ) )�2TLU3 OOA00-0I22
PARC EL ID
(12 '>_6-?1 008000A.00-0000
(=
{ "
a
PA !IJ
02-26-21 0080-00A00 00/0
H
L!J wl
W z
s�
�o'I
ax5
FNz_0o
1°
la
<t
APP=20XINATC
PaOF[2TY LINE
t
I
I
t
I
{ IE, B(.DING
'
I
OVERALL SITE PLAN
SCALE
a
TIE m Mobile m
CCCROWN
CASTLE
6191 N S'I AI G f FAY 161, SL'TIK 21R,
lITVItNG,'I:k 751138
ym
FIX,
Lill
ml
P. MARSHALL & ASSOCIATES
68n1 PO 1\\1 SI DR, iII;'. IF),),
IH)F SR)N, Ih 7u24
01 1 ICI' .-;,1, 67. O964
"1"-�I<)I3II,1? SI'I"F; NL"i�II3I~11t:
A2GO082A
BU #: 826548
PASCO COUNTY (VS)
38122 1IF'NRY DR.
Z.1,J'I IYRI111,LS, 11, 33542
FXIS l"ING 190' 0" SI_'LF
SlillpORT
CCCROWN
CASTLE
6191 N S'I AI G f FAY 161, SL'TIK 21R,
lITVItNG,'I:k 751138
ym
FIX,
Lill
ml
P. MARSHALL & ASSOCIATES
68n1 PO 1\\1 SI DR, iII;'. IF),),
IH)F SR)N, Ih 7u24
01 1 ICI' .-;,1, 67. O964
"1"-�I<)I3II,1? SI'I"F; NL"i�II3I~11t:
A2GO082A
BU #: 826548
PASCO COUNTY (VS)
38122 1IF'NRY DR.
Z.1,J'I IYRI111,LS, 11, 33542
FXIS l"ING 190' 0" SI_'LF
SlillpORT
ISSUED FOR:
,IT 1C Dili DRR\ I)I tkli'll()\
1AI/Q\
II
tII 1 +1
. w.....
G ��GE Ns" --
No. 53573 r
I
rr-
i
.• TAT�OF lv
`S/0N
1'f I A � IUI 4l U )A (.>P L:AU hO12 Stir Pf.RA7ti.
('\LI FZJ IIIT:S- \RI \O,I I\(: I.-\I)f R LI(EDIRI l'IIC;\
iC):AI a tlfrrs oExT An V-r.
SHEET NUMBER:
REVISION:
c-1
1
SHU PLAN DISCLAIMER:
THIS IS NOT AN AS TIME SURVEY. EXISTING I OUIPMENT LOCATIONS
...,, _.
INSIDE I I II I I:N(I D AH(A HAVE BEEN PROVIDI D It! CW,OW N
C'ARIE C.ONTRAC ORSHAI ftIDWEEHYAI I EXISTING
C UNUHONS PhIC)K O(,OMMI NC„MLNI CIi C.C�NSIRI)(11GN.
SET LAYOUTANDDIMFNSiONSAR`_PROVIDr()EYCROW^4<ASTLE
EQUIPMENT KEY NOTES:
nExIS11N;1.01511E POWfe MEIERSDISCONNECIIUCAfED
ON I XIS7IN(, Mill [I TI NANf UTI! ITY FRAM" TYPE
OI XISTINC: I MOBLl F POWER PROTE(;I ION (:ABIN(1 (PI'(,) (IYP.)
DEXIIHIA I -OBIHE EQUI'M EN7 CAB Nt.(S {tYP.J
( I (fc(>PC)Sf IJ7 MOBIL Ail FiICT ANSI(R �WIIC II A�tACNkD
(Oink -RAC MODS .I100100 AMPS, 600 VAC, 150,(A GfS RA ZED
AMPS N v'A 3 _ ENCO S JRE]
OPROPOSI D [ M('81EE 46K1 0I11EI 1,E NI RA TOR INS AI I D ON
NEW OONC, hE E PA D AND LEASEAREA (TYP.)
)C;tNk RAC, MODEL RDG68 WITH STA fti)A RD k_NC I OSURE
C�F 11D / 110WET: C ONDUTT FROM 1 XISTINCC
ME TER/DISCONN(:CT TO PROPOSE D AIS IIYPJ
[PROVIDE (3) 93/0 AWG & (1) 96 GND IN 7 CONDUIT / 1011 It]
OPROPOSI I)1'POW(RCO11DUIT I TO+f f ROPOSI II All IO ISWINT
FOWE(? PRO[ECHONCABINET (FYQ ((YP.) (1 �/ III
I PNOP( S(I POWfk CC`N YUiT GROM A.POS RATS
TO PROTOSf 1) ?E N RAPOd(T(P.)( /I fj
/
/' I
�t'Rf)POS(Ili REMOT START WITH N4,AY (;ONDU1 ,RUM
f PRt)POst l)nTS roTRO >s,)G[NI Rn �R{TYP (I s�/EFI
PKOPCISI I`"ALARMC NDU11 W it < ATSCAE, III)-
( TATS/AtAKM dEJCKS (>t/STING AIAkMB(iC:K
IOCA ION (EYE' )(I5+/ till
PCtOPOSFD I TEAT} RBIOCK ANN I R.Y CHAi I ES COPUAjif FROM
VAA Fxlsrwc>PPc ro rR<n <ur UGHWHATOR(lYP.)jnl/ If]
OI'ROPC>Sf U'i/4 f_MI RC fNCY STOP CONDEHI ROM PROPOSED
SWITCIITO PPO�OSfD:�4 NERAtOR (IYP J[i5+/ t
O'ROP01 D 1 M1_RGf N. Y STOI, SWITCTt (TYP.I
BAH[RYNO(T [III PROPOStU C,E Nk 4AlOR WIII HA VEA i2VDC
SIARTI R BAT It K! fNSIAl1 ED THAF WIG. BE CONTINI,IAHY
(-I IARGI D VIA INIf NA[ BAT BY Cl R
D1 S( II (ION BA I I2VDC 41 525 CCA
fXDf 9 / 6 ( )C CA
BATT 1 NDi- 9( All I/-
of AIID8ATERf A(W' OPF SCR`ERBAINRY
IthRA NC E. Wit, M fJIMUM C C Eh'ATC K C 1 A AN(1 'A RE:
ROVE D IN A< C ORDANC T WT.H Ht MC ST SIRINC:I NT
< v RNING AI Of Tt D BUI DING O AND/(R till
MANI (A(.UKFS S('f C111CAIONS AND DITAIII, IVIIICIIIVIR
< KI (kIA ISCAM f R.
ACCI I SS NOTI PROVIDE N O" MINIMUM N(C AND OSI{A ACCI I S
C fIA(tANC'1) IOR A.t GENERA70R ACCIS6 DOORS AND Al':
POW 1 R PANEI S (IYP )
UUNDUIi NOII AILBURIED CLSPIAll
(I (3I. PVCSC tIf i)UIEf3G.
A,1 EXPOSED CONDUIT AND AILCONDUIT ROUT _D ACROSS Tr:E
IOFS Of SIABS AND PLATFORE (,AI VANI/tD RGS ON1 -5/8" UNISTRUT OR EQUIVALEN
TRFN(: C; N0F IHE CO4TRACTOR SHAI 1ANU )IC. Atli
C C N()(111 TR NC t 1 S LOCATED WITHIN [ EXISTING f I NC D
COMPOUND MP t ND. MECHANICAL NICAL EXCA.VATtON IS NOT AI10WI D BY
CROWN C,AStI USA INC,
- (1) CARRIER LP TANK
P
GATE
IF:) ACCESS GATT
(f:) UTILITY f RAM" --
A
0) ofl 11 f PO( E (TYP )
(E) CARRIER
EQUIPMENT
PAD
m
A i CON0t1I lOBf DIRt CE BURYANY ABOVt GROUND O,UND it
f �DS T013 F. RI(;ID MI"At-AIICON)Uii i08 S'UBBE.) ([ROUGH
STAB NO BOTTOM 01 GE NI RA OR.
RICAO W N CASH E
COMPOUND
)
(f) CHAIN -L NK -
FE C.r
(E) 11 HI KY,RAMF
(TYP_)
(I I CARRIER
TQUIPMENT (1) C AR IER
PAD I01 JII'MI NT
SHEIII R
Il CARRIER (I i C A _IA1 IS K:1
C)t IiPMF. NT tSRIUC�E (TYP_)
PAD
(1) CARRY R U[IEHY
F RAMI
StI, DJPPORT
TOW=R
(E T MOM f i( I BRIDGE
BiI
GI if R.TOR PAD \ O �A
I BI REMC,vG � (BE 1 OW) ' y
3l 9"i. _. _. /� \ ,fit`!
(I) 1 MOBILE O/H
OCANOPY
([) I MOBIII'. I TANK VA\\A
IO B1 KIT MOVI a
(DINT) fW)
[ ) \Q �� j✓ T 9°P1
3J 10+ T12 / tQUI M(N'PAT)
\
1
I
IE1 _JTII ITY POLE WE ME IER
(1) UTILITY POI DW / I MOBII ( M( I [ R&
DISC �ONNF.C:I
COMPOUND SITE PLAN
SCALE:
a J
CCCROWN
CASTLE
6191 N S1 A IT I ICY 161, St' l t 1:. 2Cn l
IRVING, IX'SITi8
"A' /
r W
l
P. MARSHALL & ASSOCIATES
6ft01PORINN IiS'I DR S I F lot),
1101 SCUti, 1.X. ;'(04
"I' -MOBIL}? SI`I'I�, NUMBER:
A2G0082A
BU #: 826548
PASCO COUNTY (VS)
381221I17NRY DR.
ZFPF1YR11ILLS, ICI, 33542
EXISTING 190' 0" SFLP
SL;PPORT
ISSUED FOR:
lit' 1I DIOS IA 'C U'l1UV t)i
_f
1I
I'. 4A .7 II P.I
it
I
��`G •��G E tVsF •..'�.
No.53573
• Y
TATE OF
ssoiva�.
/E�
L I I
II I \?It (t_'.1 I,,\C,I i. A I1)R:l\l'PI 2NC1\,
\LO SS. I IT:I":lRI ,\i \I>f'N I IF: 1)1 RI C:1'1V\
1 JA( I \,Sl DPRt tI I S. Rt\ )1 1"\(;(\I_I_R
CO i7.i III I tl('i 1), 11A .(i.\I
SHEET NUMBER: REVISION:
C-1 .1
9' (1
STRUCTURAL DESIGN NOTES:
All I OAOS i)ERIVI D f POM REOUIRf MEPITS C"' Tvf IN1 ISNA TIONAL BUILDING CODE. AS(-,[ 1
BUiI DING K COMtr1UNICAiIOn )7RUC`(IR[S'.
Q
I
I
I
)RANSVfRSf RI ISF.a
(THIS LOCATION)
3
(INSAIIIINOIE-
IIIR IBC I/ 1261 KIC CSH(AA
l
I1vSPECTi >N OE ANC { O AGf 01 STA NI I
POW E ( SYSTEMS S RE OUPPI)
TANI, ( EST +N S Pf R MA HIT AC!TO k
OUT Nl Of GI Oil EEATOR
TANK I OOT;'R1NT
A
f��AB EST III
e u cnON A
II 0 _ I.
i
COORIANAIE SVI AND PIACEMINT
W!IH MANUFACIURF:RS DRAWIrl( S
o c o
110.1
0 —.-... 01
...
I'ROVIDt ADDITIONAL
#AU -BARS fYPI'AI
(8)5/8'(7i 3i/? EMBP D HIL TI KWIK BOOT 1/ - A
(OR EACTI kN)Of
SIAINII.SSS11H FXPANSIONABICHOR(OR
SIUB-UP ART
APPRO`✓T IS f_QUM) RI f E.REN-'f IC:C-ES
ESIT 191 R[ PORE,
GENERATOR PAD DETAIL
(1 )SCALE NOT TO SCALE
w - OUI INI OF GI NFRAIOR
i
01 111) IkATOV[T'Sf M BAR i z. 3/4CHAMftR
f ITYRE
i
{ i
1YI'
CC)NIRA, JR TO RES"OR'- E
i. CON_, HC SC NSITE. Si)([
R° BAR AWAY AS I'E C, 11 RED
G COMPACHDOPA.NUTARBASE
C OMPACH it SUBGRADE
GENERATOR PAD DETAIL —SECTION A —A
\2)SCALE: NOTTOSCALE
II/I6,0 HOII
(5/80Bill _:. "....... "`,..
TYPICAL ANCHOR DETAIL
SCALE: NOT TO SCALE
- 18E AOO x3 1 /7 FEST BfL HI I HKWI/BOLT TZ
t1 Sit ISS STF E f X ANS,ON ANC HOR (OR
AP ROV,Df 1[) REEERftC ICC-ES
f SR 1 Ul / REP ,Ri
NSTAIIAIfONIORQUE-
)I) _B
AN( HOI' FRAM
WIND I GADS 13C JC (8 S. A f / 6
✓ 94 MIPH UI IIMATL WI DST{ D
Xf OStRE CAIf( NY=(1 )F OGRAPHIC C.A'rGORY=f_
IMPORCAll(_ FACIOR = C)
L SI.SM,IC: LOF )S IBC")
X ASCE 1-I6
SIRUCT URP CLASS = TO S 11 CLASS = D.
SS=036 S1=0. 188: SDS=Q 36,
._ PRIOR TeXCA VAT ON.0 I1 CK IIf: ART Af )f UNTA R(FOUt ) IAECHHIS.
2_ A( .,NICKS Tt SIIAII TIE NACCURDANCI WIri CV-AFTf (+790E 711r fBC:&A:;I .iIA 'BUILDiNC", )-. REQK R.h=NITS `ORR Iiv`ORCED
}- < f ES r (AII (DIH<N$HAVf Till fOltOWNC PAOPFRIff S:
MI W, F ( ' I A MINIM DAY ) A Rf SS J S1I (N I i t c: Of l r:X' PSI.
I) IM; N1) A 11_"i(NAI KAII ( IA (AT)Di RATE Sill (Alt Rf SI TANCY AIR fN;RAINNC" ,WORMING TOASTM Cili,.
<' MAXIMUM SNAI f /Ci M( NI RATIO Of U d ANI AIR I J TiAiNf f) a TO
z I) CONCEIT 11 RUPORTOET[NG SHAI I Bi DI S,Nf D BY AN APPROVE D I ABORAIORY. POI L R.NU S IN ACCORD!NCI Willi ACT 11%.
CORE S O COtJCRI if MIX SHAL( Bf SUBMI77ED TO 1111 CROWN CADLE CONSTRUCTON MANAGER I OR R1 /IEW PRIOR TO
C' I.. ACE Mt NI
N rR A i. i. AC C R <,A�(. I15 U I < ON„ht ii NIA[ CONrURM TO AS7 A <:33. 11Sl. OM AGCRtC AT(S'<tJOWN NO. iJ C! I Sf X., E.SS:V f
SH Ill%KAC.i MAXIM S4 AC C Rf GAN SO TO BE 3/9
f MAXIMUM SLUMP: R' I I RI() CrBO f C'N CAI RI POR1 FUR CON NRMATION Of AN'( ASSUMPTIONS MFl.i )k I)U:JN G D.SIGN.
3. FORMWORK l OR'ONC.Rf fl S1AiI CONI ORM TO A( id/ 1011 Rf NC TOR IIII <k UISA� P MF < .. .IS HUC:ON. tIE S _FS SPAT At FT CI ASSC
(I C c 1 f F:. R( )Rhf.Altl S IN NO S{Ell .NITS if (>CONC;i?f F SIR AC (:S (YC(fU IHI 40 CJV✓RJG LAI(f A MtA RI `fR(`P✓, yr AT AN !
Z TIES S _ S1 � � i� LI<`_S
X AND I INTSM D C,RADI S* 1 /4 Vk R11CA ' I FOSAIC. NIA[
Z. A. C'f RMlI IS At XPOST I) CORN[ A AND i 11111 INI RAN ANC[[ S3/4 ONO.
�. CO-.CRf if f IN(SII NC,: CONCRI ESURI ACf S SHALI lEl I TRAIN 1) IN ACCOROANC'I WI H A(I. PROVIDE ROUGH FINISH f0R ALL SURF ACES
NUT f SIT
) TO VIEW ANI) SMOOTfI (IN ISO I OR AI.I Ol HI AS, UN (J
h. SIT I IS(_[Ni -ORCI ME_NI ANI) CONCRSI ST OUT 1) BE PI F D IMMI ATAT I I `! IWON COMP [TiON Of THf_ FOUNDATION EXCAVATION.
CONi RAC:TOR SHAI I. WA AHOW A COLD JOINT TO I ORM N Ill CONCM fl. PORIION Ai GRADI. SHOULD BI fORMEp. TEMPORARY
<:A SING MAY BI RI QUIRT. D IO PR VENI CAVING PRIORIO CONCR_I N PIACEMI Ni_
REINFORCING STEEL NOTES
I. AI Rf INT{)RC If!<, SI i. F. t. SHAI I CONFORM TU ASTM A61 i VI RIICA[ /fIORI/ONTAI. BARSSHAH fit GRAI)I. 60 NI:-S OR STIRRUPS SlIAH. BC A MINIMUM CA GRADE 40. AH
REIN! 0A JNO STI i 1. SHAI I HAVI 3" TO3/6) OI CONCH 11 C )Vf_R,
2. AI BAR BENDS I IOOKS, SPI IC.E.S AND Of III P. RI-INBOII Sit EL SHAI I COOP ICI THE EST QUIRE MENIS Of ACI 315,
3_ ALL BARS SHAI BI SPI_IC11) W ITti A MINIMUM IAP OF 48 BAR DIAKV II RI _ IAPSN TO[S OR DFfORMED BARS IN Tf NSION ZONFS SHALI. BE Ci ASS-B SPLICES. WE OF [TARS IS
NOi PERMITTED.
4. AT AL I. COkNI.R.S AI` ID WA( I INI I RM CIIONS, PROV7Di BI Ni HORIZONTAL BARS IO MAICH I HI HORIZONTAL Ell NI ORCINO 5I EEL.
PROVIDE Vi ET CAL DOW f[S IN FOOTIN(;SAND AT CONSTRUCtiON JOINTSTO MATCH VERTICAL RCINFORCING BAK SIZE AN )SPACING.
& AC I APPROVED PI ASTIC-U TAI 1) BAR CHAIRS OR PRI CAST CONCRf TI: BLOCKSSIIAI i. BE PROVIDED FOR SUPPORT OE AN GRAD[ CAST REINFORCING Sff :l & SHAH BE
SUf f RfI NT IN NUMBER TO PRI VI-NT SACK ZINC, M -TAT CLAPS OR SUPHORTS SHALI NOISE_ PLAC f D IN CONTACT NJII H THE FORMS OR THE- SUBGRADf:.
7. DOW I IS ANT) AN(:IIOR OOt S Sf TALL BI WIRI U OR OIHI RENNI HT H) IN C O RRECI POSITION PRIOR IO PLACING; C.ONCREi E. IN NO CASE SHALL DOWELS OR ANCHOR BOLTS
BI SFABRED IN IOIRI.SHIyI UURi i>CUNC,Rl il.
FOUNDATION NOTES:
i. HIT CONTRAC,fOR SHAH WAD fill: GFOif CHNICAL RFPORI Atli) SHAI CONSULiMIT Of:OTKHNI(AL EN(,1NttRASNECESSARY PRIOR TOCONSTRUCTION,
2. Iiif C,f OTECH`ICA LNCINITR(ORINSPK TOR)SFIAtlitlSi'!-C7 THf.XCAVA7;ON PRlORTO itit l'AC FMENt Of CONCR(1LAND SHAtt PROVIDt-A NJI CT. OFINSPt C:TIGN FOR
Ilif: BUILDIN C, INSP : OR I OR RI VIE W AND R! CORDS PURPOSE S_
3 1Nf(ONTRACTOk SHALI I>f If RMINtT 71 MIANSAND MI HODS N,C:t S�SARY IOSi)PPORI INEIX<,AVAi(ON DUR NG CONS[RUCTION.
< O `I O (' if S J f i 4. hi HAk AI 8011 )M (((, 1NDAll NS SI+AItR B.,NDID ) Ii: GROLJNI)IFC,SYS'tM(WHINAI'Pil('ABI Ef.S(tA(iD111.>Nfl DLTAI!.S Of AI'PROV"rD AAE `:ONS.RUCTIOtJ
DRAWINGS
C HIM .T. Aii fJ>tIN<>S IO BI I'I.A(f )ON LIRM TN')151D INORGANIC MAT (RIA:.. Pk iOfkiil. St18 <,KAD. PRI(27C 'A'I JC ()N' - WH R'(t--R I- -N
t. ) 711 CB C C�FIf f .IC APT RlL HAS BEE
DISIUKBTD Itv I Q lll'M NT I NA(. +_PIA Bit / >ISi RBt U MATERIAL SHAI i Bt OVER `XCA JA'ED AN(> Rf PLAC:f D W II H 'LEAN C,ONC Rf 7E F t THE GEO I CHNIC AL REI Jr'.T Siinil
Bk RE VII WED hNI)A">HERfD1V TOR SI f(iFi, RICOMMINDATIONS
G. S kIICIURA[ RA(,K.I I.I. SHAH B' GRANULAR f Ol DR ININ , MAH Ai IMH OF Ut Bf S, OIl ANICA, Rl IISE AA OTHETEW S (E f TFPKDJS MATER AiS MA ER.AL SFTALL BF
f A(A 11 IIf IS NO G 11 All R IIIAI'I A"1J DE PIT AND COMPACT 11111 OlMAXMUM DE NIT Y AS DfTERM1111`)Pi IAll M DI10/(MODII IT D fROC,OI}'HNC-FC,
FI 'C)KfS. 13 2(COMMf NDAIION$
mTm
U
bi e
CROWN
700�c CASTLE
6191 N SI.-A11 1 S\Y 161,Sl I I I - 'ill,
1R\ ING,1'Y ,�1178
r V
U A-
`.i
P. MARSHALL & ASSOCIATES
6801 PEER IS,\I 1,CD7 1; 11:INo,
110( 51 ON, I \ 77o24
'1'-MOBILF SIT NIL -AM ER:
A2G0082A
BU #: 82G548
PASCO COUNTY (VS)
SOIL NOTES: ISSUED FOR:
t,N A ON i(�T. BAST ( N ei P, S' V .i` N ( R -
) Jf Nf S It I I f. MIS to 1tJ SOIL. PARAM+ITRS i AC < )! DAtI ( Wil�' IHf 11C ,BC: AN) ! V FN A SITE SPtC IF I<. C_G7;:CFNK AL REPORT lit t t) i l I>tyq \ I)( Or RI('i'+ I\ I , ?.\
S A`/All.ABI' ON ( ( RIIES AND T 'f T: Bi(, tJi f =' AN177f (C.()N7RAC: ()R SHAH ADIii RI TU Af.I_ k (OM.Xf-.NDA I NS PROVIDE Hf Rf irJ - - -
2. All EOUNDAHONS IO BE P AU D ON ( IRM Jill)R UKBI D, INORGANIC' MAT! ERAi PROOF ROIL S )B GRADE PRIOR TO HAC NG CONCRI Tf WHIM IHF MA ER;AI HAS bli [P ` ^') � ^- 1\Ic, I'I2T'-I.Ol \M
D SIUk:81_LA BY I QUIPVf NI UNACCEPiAB I /UISURBi D MATE RIAI SNAI I Bi OVER EXC AVAIED AND RL PLACED WITH STRUCIi,RAL BACON' 1 _/1 : C2 li R; I •\'I X i,I3
3. SIPUCTURAf BA<'Y.fiL(SHAl14E GP.AN�AI'(Kf-.-DRAINING MATE'PAT IRFE OF DE BAN, ORGANICS KT FUSE AhD OT;ifAAPSE.,IL SERIOUS MATERIALS MATERIAL SHALL BE ---- --- —
PACH,tN IIS NO CREME R THAN 6"NfS-PRl AND (UMPA('TED iC13:/OF MAXIMUM uENS1Y AS`)[TERMINFD PERASTM D15,W(MODIFED PROCTOR"'HE GFOTH:HNICAL 1 I 1`\:u );h
Rf PORT SHOT 18 RE VIEV✓1 D A JD ADHf RE , t" 10 FOR SRI O(IC RCOMM[PIDATIONS. — — —
MECHANICAL ANCHOR NOTES:
1_ [III_ PRODt „1S MU IBE NIIA I I_D IN ACCORDANCI WITH MANUf A„TJRER'1 PRINTED iN.STA(LATION INST.4UCTIONS, AS!NCLUDED INT F ADY,ESNE Pr CKAGll
2. (>NTRACTCiR SHALI. AVOD OBIT L InIG Ir01lS IN Vf RTICAI /IIORIZGN A. REINEORC,I�'G BARS. Pan�T7,\t .ta�sit�ll.)'.f...
3. [1,)! I S MUST Ell ;Pi BRUSlft) A.ND BLASfDW(fHC1VviPRf SSED AIR IROR TO ENSIALLATION.T.IJPf:RATURIS/M_THODS/`NCYRYINGT?Mt/TTC.ARFTOBEINACCORDA.NCE er<U F:T,�nae
wf [MANSIA(W k RSP c if (AYIONS_ II d
'i fif fl"fl';f I(,C ISISR-1911 PHORT. ['Sin A, --h, A ,lu
.�
EN Asti
To. YBRI �sl apA Q
FEWN-9 ll F :' No. 53573
Iz owe _E W Ti
um 14pi -.. 7 R
�' S f6t FE„4bilE.
to AT C7FSZXE: lr✓�
F�
�cS cLORIDP�
S/ONAL
A r
�5i13Yt�' t�� P
' It is ll It H {115\Cf I-\Aw CJ IS L\SPI-ISO\.
Fan \1 I �� 1 I7) SRI V LI\(, l \UI If 1111_I)I l +:I I{ )\,
OI 1111 \til l)PB( 1I >jf(i\tI (\,;f\I'.I_R,
IO:Lf-I I R IT{ij I)OCI \II.\"1'.
SHEET NUMBER: REVISION:
4-\ GENERAC RD048 STUB UP DETAIL 1
SCALE NOT TO SCALE 2 y
2627 [103.41
OVERALL LENGTH
r^+� 2140 (84.2] -
.. _ -
EMERGENCY STOP SWITCHJ
ENCLOSURE LENGTH
I
\
j'�-- 898 [35.41
\
Y01,
DOOR WIDTH TYP
jam -ALARMED, LOCKING VISE ACTION
\.
LP ,
LATCH ONE PER DOOR,
ONE LIFT-OFF DOOR PER
SIDE OF GENERATOR
-- ! 635 (2,51
LIFTING EYE
v� (4X)
f`
2328 [91.71
OVERALL
?
_
-
HEIGHT
1014 [39.91 TYP
! —
- - 181 [7,1] (2X)
�-* 886 [34 91 —►
[�----- 1322 [52.051 TYP -
--►{
OVERALL WIDTH
REAR VIEW
LEFT VIEW
GENERATOR ELEVATION (GENERAC RD048)
SCALE: NOT TO SCALE
3-112' GALVANIZED - -
STEEL POSTS W;EH
CAP (T'✓P.i
- PROPOSE D H-FRAME
SEE tIAN
---3/8"STAINLESSSUH BOLTS
A --- n AND WASHERS (TYP.)
-PROPOSI D Ii-T-RAME
o a 000a
-- AUTOMATIC TITANS) ER
SWITCH MOUNTED ON
f XISTING H-FRAME
ATS
7-3III"LAG 60LT (EYP.)
c I
CROSSMIMF �R (TYP.)
PROPOSED
CONDUIT
T GROUND LEVEL
I I ( P
I I I I
L J L
FRONT VIEW
(��� UTILITY FRAME ELEVATION
L SCALE: NOT TO SCALE
PROPOSE D CONDUIT
GROUND LEVEL
DIESEL TANK CHECKLIST:
READILY ACCESSIBLE MANUAL SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AT THE POINT Ot USE AND THE TANK (CFC 5003.2.2.1 )
SECONDARY CONTAINMENT!'(PE TANKSSHALLBEUL ISIED,UL 142ANDCOMPLYWITHAI I Of flit 1-0HOWNGNQUIREM1-NIS:OIIERWiSE
TRADITIONAL SPILL CONTROL OR SECONDARY CONTA INM ENT MEASURES, SUCH AS DIKING SHAI f BE: U7'II /I D (NFPA 30 22.11.4j
+ CAE AC ITY OF DISH TANK SHA I I NOT EXCE I D 50,000 GAL
+ PIPING CONNEC1 IONS SHALE BE ABOVE THE t QUID 1 EVEL
+MEANSSHALL BE PROVOLDTOPROTECI BIT E ASfO LIQUID BYSIPHON tIO'W.
/--REAR ENCLOSURI
+ MEANS TO H ETERMINF LIQUID It VR IN TANK SHALL BE PROVIDED TO DRIVE R. MEANS IO PREVENT OVERFILLING BY At, ALARM AT 90%
COVER PANEL
CAPACITY AND At IOMATICAI I Y STOPPING,
(NOTE 4)
+ DE LIVERY OF LIQUID TO THE TA N K AT 9.5%CAPACITY.
+ SPACING BETWEEN ADJACENT TANKS SHAI I NOT BE LESS THAN 3'.
+ TANK SHALL BE PROTECTED AGAINST DAMAGE FROM VEHICLES.
+ INTERSTITIAL SPACE SHALL HAVE EMERGENCY VENTING.
+ INf LGEOP Y OE SECONDARY CONI AINML NJ SLIM I BE IMAM ISM D. THE SI^CONDARY CONTAINMENT SHALL WITHSIAND THE HYDROSTATIC
—CUSTOMER ACCESS
HEAD OF THE MAXIMUM
ASSEMBLY CONTROL
+ AMOUNT OF I SQUID STORED IN THE PRIMARY TANK.
PANELACCESS
BATTERY CHARGER
LOCATED WITHIN
(NOTE 4)
TANK LABELING AND PROTECTIONS:
IT][ FOLLOWING SIGNS AND 1 AN I S SHAI L BE AFI EGD TO THE TANK.
+"DA NICE RfI AMIGA BE t LIQUIL S (CFO-5/035)
CIRCUIT BREAKER
+ NFPA 704 PLACARD ((5003.5)
(NOTE 3)
+ NO SMOKING" P_FC N)03.CI )
+ eH&S
+ CCNTAC IS
CRASH t ROFCHON COMPLYING;, WITH IC 312 SHAI I BE PROVIDED (CFC 5003.9,3) (IF APPLICABLE)
--REMOVABLE
STUB UP COVER
GENERATOR FEATURES:
(NOTE 4)
OF HE RATORS RAF L BE UL 2200 LISTED AND COMPLY WITH NFPA 37 AND NFPA 110, (CFC 604.1 AND 604.1,1) INS! AT I A1IONS SHALL HAVE
LABELED BE MCI MANUAL STOP (NOPA110 5.E 5A & 5.6.5.6.1 AND NFPA 37 9.2, 1,1)
UNISTRUT WALL ATTACHMENT:
WALL CONSI RUCTION
ANCHOR
TYPE
FASTENER
SPACING
WOOD STUD
3/8" DIA. IAG SCREW
16,
(-'ONLY[ "l: BLOCK
(HOLLOW E
8
CONCRETE BLOCK
3/8"0 SIMPSON TTEN HDANCHOR
(SOLID) -
- MINIMUM IMBI DMI NT 2-SIM"
2A"
NOIPS:
1_ USE GALVANIZED OR STAINLESS STEEL HARDWAREFORWALL MOUNT
AN J CONNECTION O E CHAN I IS
1 GC SHAIlUSt_NONSHRINKINGCAUIKIOWEATIItRSEALAtl
Pf NEIRATIONS INTO OR THROUGH SHEIH1, WALL
3 MINIMUM (3) ANCHORS TO BE USI D f OR EACH CHANNEL.
ATS MOUNTING DETAIL
SCALE: NOT TO SCALE
-- MOUNTING HOLE
14 OTA L)
-- NEW AURDMATIC I RANSFEF SWITCH
MOUNTEDTONFW UNISTRUI (CAM -LOCK
NOT SHOWN FOR CLARITY)
�IU
a
1 5J8" PI 0010wi HG UNISTRU' MOUNTED
TO WA[ 1_ OR TONE W UTILITY f TAME
POST W/FAST) NER A7 EACH END, SEE
LiTILI1Y FRAM'_ DETAIL
-- NEW MECHANICAL CONNECTION
WITH f2 TO JET GROUND ROD
DOUBLE WALL FUEL TANK BASE SPECIFICATION:
REF: T-MOBILE 30KW GENERATOR PACKAGE
UL BEGISP?AHON NUMBER: MIT18459
UL 1 42 DOUBLE WALL FUEL TANK BASE SPECIFICATION
I UAL TANK BASE CONSTRUCTION:
+ BE CONSTRUCTED IN ACCORDANCE WITH UNDERW RICERS LABORATORIES SI ANDARD Oil.-142. BE CONSTRUCTED IN ACCORDANCE W H If
FLAMMABLE COMBUSTIBII I QUIDS CODE, NJ PA 30; THE STANDARD FOR INSTALLATION USE OF STATIONARY COMBUSTIBLE ENGINE GAS
TURBINES, ILEPA 37; AND TE It STANDARD FOR EMERGENCY STANDBY POW ER SYSTEMS, NFPA 110,
+ 'MINIM
UM ANCHOR QUANTITY PER MANUFACTURER OR I HIS PLAN SET; WHICHEVER IS LARGER.
SUB BASE TANK TESTING:
+ PRIMARY TANK & SECONDARY CONTA NMENT BASIN SECTIONS SHALL BE PRESSURIZED AT3 5 PSI AND IFAR -CHECKLD TO ENSURE
INTEGRITY OF SUB BASE WELD SEAMY PER UI -142 STANDARDS
F I LIE ILL: 2.5 -5 GALLON SPIL L CONTENT AINMWITH ALARM
+ 40l REMAINING FOR ALARM
+ 20% REMAINING FOR SHUT-DOW N
FACTTORY PRE-SEI AT 9CAFULL FOR ALARM
FUEL CONTAINMENT BASIN:
,SUBBASE TANK SHAI L INCLUDE A WF UFD STEEL CONTAINMENT BASIN, SIZED AT AMINIMUM OF 110%OF THETANK. CAPACITY TO
PREVENT ESCAPE OF FUEL INTO THE ENVIRONME EN IN THE EVENT OE A TANK RUPTURC. A DUEL CONTAINMENT BASIN I t AK )tif clOR
SWITCH SHALL BE PROVIDED.
1, CONSTRUCT ION, INSTALLATION, MAINTENANCE, & OPERATIONAL [I SHNG OF TESS SHALL COMPLY WITH THt I All ST ADCJPTE D I DMON OB
NI PA. 110.
7 AlLf I F CTRICAL WORK SHALL COMPLY WITH LATEST ADOPT ED EDITION OF FIT FPA70- NATIONAL f II CERI(AI. CODE.
FUEL TANK NOTES:
THE NK SHAI1 BE MANUFACTURED WITH TITS FOLLOWING:
- INTERSTITIAL ELECTRONICALLY MONITORED RUPTURE BASIN
- ALARM 10 MON!TORTHE SPACE BETWEEN THE PRIMARY AND SECONDARY TANK.
OVERFILL ALERT TO VISUAIY WARN WHEN IT[ TANK IS f Il t [ D UPON CAPACITY.
OVER NU CONTAINMENT AI IF PORT TO 'RiV'NI P 1 Of WE DURING T ) I F S II J I.. Dl t G FILLING OPERA IONS.
5 GALLON OVERSPIH CONTAINMENT NJ/ I OCKABIt CAP.
GENERATOR VENTING DETAIL
�SCALE: NOT TO SCALE
GENERATOR IN DIESEL
TANK ON CONCRL 11
7668 V ll 1 i N PyARKVC"AY
PRISCO,'IN 73034
CCCROWN
CASTLE
6191 N S7 XIT I RAY 161, SOI"I F 200
IRV'ING, IN 75038
gp
r
P. MARSHALL & ASSOCIATES
6801 N )R I \N I .S'1DR S T Ii 100,
1-iOL SFON,'YX 771)24
OFFICE. 713-677-0964
T-i`u OM I: SIIE NUNIBE'R:
A2G0082A
•
38122 I IENRY DR,
ZEE IYRITILLS, H, 33542
EXISTING 190' 0" SFILF
.7uppORI
ISSUED FOR:
RE:F'
D\ICE'.
DRA,\ DI ECRIPI I,)\
Pltl i fT-L
T\IN
I
) _/ _2_
\\I 1 IIG\1S
I trU
1 lE
t l l 1 Yt1 9
P \D I ill A \s ou 1 ""f" 1, A �_,i,_e
r, W '.da. Prof--. -. '
:,iJ -has bJ
7 W Y t I' a. E T
a :r g ., ae t111
p c
r+
I\\11SS II In \RI \C1I\C; 1.-\DIR II iH LARI 111 R,\
(Jt \ i,R_11 \SEI T Rt I I-SSIOY, \I I \ CN\i: (T.K,
10 \I.I 1,R I HS D(x i \IF\i.
SHEET NUMBER:
REVISION:
NOTE'
A. ALL NEW CONDUCTORS 10 BE INS IA FD SHALL Bf COPPER, AU CONDUCTORS
NDUCTORS
SHA .BETE i✓J THWN THWN 2, XHHVI X{Ilb :�, TIW TIW2. Rf / OR RIM
MESS NOI DO-`ERW5
8 CON:RO ACTR IS TO IUD VKFY All EXISTING ISMS SHOWN--, H[ HI:CTRICAL
ONF-UNE DIAGRAM AND NOFiF'[]'[iF N,N5: ER Of AN' IDISCREYANCES,
C. ALL GRO N( ,NG AND BONDING PER FMt N1C.
ALL FLECTR.CAI WORK SHAI L C S)TAill Y MITI i NEC. SIA ri, AND LOCAI C ODES.
t. CONTRA'. TOR SHALL COORDINATE Wit H 'it LLFCIFTIC UTILRY FORT 11 EXACT
TRANSFORMFRLOCATION Mf Tf RIND( K( URFMFnTS AND S F RJC FROUTING.
CONTRACT RSHAll CGORDINAIEW 'E'f I II'r :LEPH011f UI(LITYFORTEXACF
TEEtPHON RIQJIREMfiFSANJSFR/,F ROUTING.
F. °R'ORTO PU2CHASINC FC U F ML'4f, i I C Or RAC ( h HAI I CONTACT 1 iE
-LFC RIC COMPANY AND OB'AIN IN W liFING THE MAXIMUM A VAI(A_BI E f AUL7
CURRENT A" THE U(INTY St kV CE?DINT. lflE CONTRACTOR 5HAI 4 f NSUFF Al I
1I FCTRICA, FOUIPM FN1, CIRCUIT BRf AKERS. DISCO OFCTS. FUSES, AND
rANELBOARDSHAVEA FAULTCURFFNI INI=RRUP7A RAT ING GRf A RR IT AN TIFF
AVALAKEFAJLTCliRRFNT-.NNOCASF SHALL FM 1AIAICUPR[NT NURRUPTING
RATING Bf LESS THAN i0,000 AMPS.
C PRIOR TO FRFNCHING CONTRACTOR {A C OAT A i I MINMINIC, JNDf AGROUND
UTI TES, NTRAC OR SHAI t REPAIR AT TN RA ORSIY ENS Y APDAMACA
TO FXSFIN UI N FS.
H CONTRAS TOR VFATY [XACT ROUTING OWI A AND IF.!CO C tIJJf WITH
OCAI uldI S AND OWNF OITHNNANT. F tSURE ALL CONDUIT STUB -UPS
A COMMOD E F QUIPMF NT AT OI R1 MF NiiS.
C C NDUI ENTERING EQUIPMENT STAI I BE S AT FD WITH A SCAT ANT HH AT is
L,. Niffif .) 1 OR USE WITH THE CABLE/CCTNDUCIOR INS01 AFION SHiLfSING. ETC.
1HI )WNE SHALL FURN H AND T' L CONTRACTORt1Ai I INSTAI ADDITIONAL
5
1C ri 61 TO BF TOOA.TF D A i COM-OUND FIN [ `UNTRA C,TOR SHA I1
Cr ORDI JA F NTT OW NF R/ F NNA NT (OiNURt ICTK,N MA NAG( R T OR
tA_.EMENT OF SIGNAGF
Y UPON COM Pt I_TION Of C C NSI RUCI ON,CON, RA C TC P IS RFSPONS BI I FOR
FEPAIANG ANY DAMAC,f CA S:D B CONS IO . ACT lviTflS TO T HI
LA N DSCA PING ARLA
L CONTRACTOR INSURE A M itI. 3Cl I A5FA K-i IN FRONI Of ! I EC IRC,A PANELS
ER N C.
I
1
jPROPOSED
SV IrcJNARY
SFANTBY
EXSHNO ItCOMIN„Sl RV<I.
/
Of NT 1ATGR
IDA/I,'0-?/V/ MIME/-3 WIRE
(VI, Pit WITH t1'II I7Y)
—. 20UAJlF TR
XISIING '-
I
:
YCUT BRE)FAIONlPt
iN ER+A i. CIRCt,[BREAKFRS,r �.I J
IFD
( sNDUFF
(
PRF NSTA.(iDNIf GENERAT')R(P(P.j
�R
I
FX6TiNC; —
Z;II.)P.METER
i
C()NIA11H1DID Rf MOTT
t "�
I.S5 it G '-'
S ART WI'11 RI iA,
J C,()NDUIi
(RIGID it ABGV( GRAI)f
I
TA f I N G LGJA
i
i
UISCONNE C:
I
Sm (( H
7
7 F"
2" PVC S<'Hr RIFT 80 CONDUH
(
W/(3) #3/()ANC, 2(1)#6 GND T}IWN
-Na
'R(»OSED I
[P.I AD ifAR .1/_GRADI.1
Al iI OMAI IC;
----�—
4P NSE tR SWITCH
I
) I
I I
- l
NORMAL EMERGENCY
LOAD
(2) r Pvc 0,11, nu i 80 CUNDU(I FOR
(
120VCII.011(SJ[0RBAIif KY
___.
----- _ ------- _......._. _—
C.HAKGf F ARdU B[GCK HI ATR
It A8C1V1 GRAD J
2' PVC, S(;IIFDiiI , 80 C;ONDUit
YI/ (3) 3/0 AWG Z (f76 :ND THWN
(I
RIGID IF ABOVE GRADE:',.
I
j
� I
F:XfSTIN<, f')AI)(:CNTIR
(
(CUN IRACTOR TO INSTAIfR
(7j SI JC> t P<)[F?( AMP 813(AK_
/
NERAfOP(,ONTROiN
�: _ _ _ _ _ _
_ _ J /
fXISINGPAN I MA:
)00A / f20 70. )✓ / I Pi-Aif / 3 W FT
(NOIiF HEhN 1 <,INOtO.,i� S / S<]t;ARE D /')ODA /? P0i E MAIN BR(AKER)
CONE -LINE DIAGRAM
SCALE NOT TO SCALE
NnTr.: n c NJmo as Hnl Br_ r F r!-HWN -
cl OPF . I,N( FSS OTHf OR, Sf NOTt
NOTE: All A BUYS GHOUNDCO)NDUITSHATA BE RCS W M RE
COND IITSC hC S; SLAB h::S SHAt ITMOUNTEDUN Ut ISTRUT
CJHANNTLAII BF COPPIRi Ff TYf _f
L
All ABO✓f C RSDIC CDt LIT ANC 'SFRST0BF HOT)
(:AI VANI/( D C T>ND,II FII iI l(A I ()VT
NOIT OW Y90-ANDSWI I PING90" E I BOWS ART 10BI TISED.NO
t B'S.
s
i6681N ARRI IN IIARKV� AI'
FRISC;O, 7X 75034
CCCROWN
CASTLE
61 1 NSIAII" II\C"Y 161,S1 I1E:'_+:iu
IRW Itiit G,1:F ?5038
rrrr N111,
"� 0 Y/f
1"'
f
P. MARSHAL:. &ASSOCIATES
6£i[)I POt IV IS'1 DR SII.1NO,
IIO[ sION,'l\ 77,f24
011I0. 713-6 3-0964
i%l0 3II,F: SITE NL'i1%11 IFR
A2G0082A
38122 IIFNRY DR.
ZF:PI IYRI III,1.S, ICI, 33542
EXISTING ING 190' 0" SFI.F,
SUPPORT
ISSUED FOR:
�It'c rcd P.n
-
I'\trl
ate: No.53573 .�
S `cL oi0 RtC
T,d
I'1 IS l VIT f1. _SI iC 1\ III t_IRF, f (,IS 1\1' PI,Rj(.)ti,
T \it IS I1II:S AR! "Cl IM; ('\TSI If I iif; DIRE Cl If,\
C11 \I I(.T-tiSI 1) PELT I SSic)\ll I.\GI\I:I.IT,
TO 1I 1 . IT I H(S DC 1C 1 \CI.\ f
SHEET NUMBER:
REVISION:
E -1
INSTALLER NOTES'.
I, IF EXISTING CONSERUCTION ✓A Ell S FROM IHIS `)FIRR
AN PQt,AE 3 R'Jt Pt LARA IN OAI ROf RAT TOR
IF f XIS UP0W 1 P1 SHA iECON:T 2 C ED
CC SHALL USE NON SHETIL IBC C At LK TO
WEATH(KS'_Al Ail f ( N1'RA IONS IN CO OR THEE
SNELi ER WALL.
JJ SYSHM NCAT 1130
C C NG(liT-11HROIJ(;liA APINO WAI 1 SIM LAR IO U 1 DfRECHN0,L1902
F RATINO-31IS
T RATING = O NR
/�
P_ 'LOOP OR WA I ASSE MBIY MINIMUM 4-i/) IIIICK REIWOKCI D I.IGHIWI IC-,HE()R NOPMAI WES A11 NH) ISO PCf-)
A CONCRI H WA I MAY Al SO BE C ONSTRUCTI D OF ANY HE CLASSIFIED CONC KI I E BI OCKS'. MAX I)IAMI is R C(F
OPENING IS 4' IIS[f CONCH T1 BI OCKS 9<,AE) CAI EGORY IN TI'1:' FIRE Rf SNT.ANCI DWI C;IORY [OK NAMES OE
-� D MANUTAC TIIR KS
q 8- UGH (i_NIRATIONS'. ONE MIIAll IC III OP CONSUL O BE RICIDI Y SUPPOR 1) ON BOTH SIT, S ()I f[OOR
R'QA ASSfN3Y IIII ANNUAh SIAC SHAH BE MIRIMUMO (POUT >NIACI TO MAXIMUM 3/8TIE
\\� tC}I OW N TYf S AfJ�) SIII S Of M (AIEI< r kS OR CONDUITS MAY BE USE I>
\ )SECT IPIN<MINAl 6' DIAttt T(K(OP, SMA II TH) SC (DTHE 40(OR I WAVIER) Of H Pr
FI M,(A1- CC'RIDUr iNSTAUH, iNERECTCONTACT
' I t) R N t iff N:RA IPAI. 6" )IAMI (Eft (OR SMA I I E-X) CAST OP DUC:TIt f IRON P I':.
EMT CONDUIT (,CONTRACTOR'S OPTION 0 USE IMC OR )� � � c ,.ON:'T'I -NOMINAL A t.iAM( IFP (OK SMA t.i Ri STEEL F_FCTRICA, tAr tAl_i-ICE IUP.I vC Dii NC�M INh 3-i/7'
^ RJ dr.:HOU` A CONNECTOR N L�. OF HE EVIL WIT f{( E.ART iS11A 3 ,:C�t SiDERED TC, sE `,- � � CIAMf ;^:�R (OR 5'VALI-ER 51 I<<)Nt"ul.
r \
,d It IJ S / V tiV Nvi'-N S TIE! A f (�C�)K�'GJ FF, IRJ t I_ 1
I , (:
AN IS R[Qi!II )IC f.A /.. SIJ[I MrNiAI
COMPRESSION CONNECTOR E C. PAC KiN<, MAif IA, : MINIMUM G 1EIICKNE.SS F M!N 4.i PC' U'..N ERAL WOOL Hh (T lta(, IN Sl1I AIiG 1 f RM!Y PAC Y, "fi
P o
J TA. WRAP
E
C. ,i.. C i 'F I
f h. )tl C )N AC A t >I <Oh SIOE t r,. ART..(E: i'J � OF EN:N�,, AS A I KMAN(N f JKM.. A .Y.INC MAT, RIA TO BA (\ C SSE) f t'OM LOP Uli.:A< I C ( C'O' C R
J I . , f )
t ROM BOT:i SURIAC'f S OF WAI I AS REOIJIf I )TO ACCOMMODATE TI I1 R(OUN D IHIC.KN )i OI I II I MATERIAL.
— REOID SI-LREADED CONDUIT COUPLING 3A9 10(B(&344 I(,i hi (1) . THIS PROTECTION SrAlt ^ -
/^�' IITHi40(AN AI R IJMANl1fA IUF: E:ftI SA IE.D A
T % P.OT( (;71V T: COATING ON 1tIF �.ON,ill{T >P SHA D. NET VO D OR C VITY MAH P1Ai ° SI AIANU MINIMUM /4 - HICKNES Of Hui L MATT ( AI APPI 1) WIII N THE
arJNu.nS HUSH WILL ux' Su�1 n'' of E ooR ANcw II Bo suREAc.Is of wAl AI nll POINT C,ONincT
BE P') IAYT R5 Of 10 MIT- PVC F r'E WRAP TAPE 'A^I/ TOCAIION BTWH H PIPE AND C,ONC,RI:TE A MIN6MUM� I/ DI.AMETk:.R READ OF HI MA [I
RIA[ SHA I BE APPI-IE.D AT
( V _........ _
! IrJ 1AIIIf USING Pig WR :.<N (/ S -)lSl . )S S RAT. A'S ) � ill`CCJNCRE7 /PII'f NTER[AC,(ON 1HE7C)P SURFACE OE rI00K AND ON BOTH SIJI2f A(,ISC)IWAiI-.W-PAlltlG
-- -- VI RIICAl PiPl I HE
OUTSIDE I AYE R OF TAPE SHALT TEL APP[If 5 ONT Y WIIE N CP6OI S OR C.P604SEALAN! ISUSED-
W EVNPI'ED SO AS TO PROVIDE SHEDDING Of - WATER
5
IAPI SHOUT U WRAP IN AN UPWARD DIRECTION HILTI C ONSTRLiCTiON CUT M ICAIS DIV Of fill Tl ING: CREWS, CP604, CP606 OR FSONE SEAIANT,
WIIH TOWWRAP 61 NO Bf NI All TEIE WRAP 0
ER
" BEAR NC iI II UT Ct ASSIH( ANION MARK
A BOV[_). SPIRAL WRAPS SHALL HAVE MINIMUM OF
1/4 OVI RIA" WITH THE PRICE DiENG 1APE WRAP. +.
PJC VALE ADAPTER ANY) HtFM[ IIOUSOI CORROSION PRT POTION
K
' S ihil kl UI((A ffi )VALPYil1IDE FNGIN. EP OF
hf <OK , KIOR 10 BE INC, ITS D
AMC ELBOW � —
P)GID THREADED CONDUIT COLPi-WG
PVC CONDi11T
SECI!ON A A
1 }CONDUIT STUB UP DETAIL
SCALE: NOT TO SCALE
F NI.SHE1) C;RADI, OR
C. dOJfit) COVER MATCH
NOI E AND TlilC Y dI:SS
OI E XI (ING
UN) STUGBED SUIT
(INSIAIIIIN1111
i. LEAN CCJNCRf F, RED ,OEAR!_1) IOP. MAY 6E.
USED 4N PEACE. OF COMPAC H DSANo
C A1TON LATE ,
Mir;, PHI i
C:OM I)A C 111) BACKI IL WTTH
SATISI-AC: ORY NATIVE OP
IM POIHIE)SC It (F9S%
s L OF
O C U)%AC,1 f SAND
("' I. NOTE 1 )
POWI K CONDUIT 12
24" MIN.
TRENCH DETAIL
SCALE: NOT TO SCALE
OUTER WALL PENETRATION DETAIL
SCALE: NOT TO SCALE
_.(-) W--TILL; CETLNGjPAYE:MENi'
VERTICAL UNISTHU' P1G0`OWT-HG. REQUIRED LENGTH BAS6.D --CONDUIT (TYf}
ON QUANTITY OF CONDUIT TO BE MOUNTED. INSTALL AT
5'-0" D.C. MAX W/ FASTENER AT EACH END.
`-PIPE CLAMP
PIPE C
VERTICAL UNISTRUT P1000WTHG. REQUIRED LENGTH 8
ON QUANTITY OF CONDUT TO BE MOUNTED. INSTALL AT
5-0" 0_C. MAX IS/ FASTENER AT EACH END.
CONDUIT WALL MOUNT DETAIL
SCALE: NOT TO SCALE
WA'' /„EILING/PAVEMENT
7668 \F ARREN PARKXX A\ "
IgRIS(:O, TX 75t:134
CCCROWN
CASTLE
619INSTA1( ttA\Y 3Ct, >t't1'E'_'Un
IRV'ING, FX -5u48
1d
we
r~ r,
f
U
P. MARSHALL & ASSOCIATES
6801 PORN\ FSI DR. SDI,: 101),
110I SION, 'IX 77024
OI'I ICE 713-677-o96+
T-A10BII,F SITE NUMBF R:
A2GO082A
BU #: 826548
PASCO COUNTY (VS)
38122 1IFNRY DR.
ZF1111IYIU111,LS, FBI, 33542
1?NISTING 190' 0" SI I.F
SUPPORT
ISSUED FOR:
I',Imck lti. i7ncsh111. I'. E'..
Re;> reel TEn
I' \i II N \..... "',e t \ i -,i.nn� l'_7P2i
No. 53,573 : �1
CONDUIT (TYf) a •• 1 ^T ®C •e
�j S 0N
lN
1�
I \iJ ,'.� ml.'.}' \RI 'T\(; i.-\IX IF111 1)1I I:"t ICI\.
O7 \ 1.0 \'t PKr If X 1R, I \(;f'\ER,
IG if 11 IIlL 1-111 I i I \;.
SHEET NUMBER: REVE-2 ISION:
NOTE:
I L TRF 1C H N G Ri` KF O MITHN C OM :.i IND
.,HAIL E. F.NFORMD BY HAND F)!G NC- ONLY,
(2) #2 AWG BARE TINNED GROUND WIRE TO ---
-- PROPOSED 92 SOLID
EXISTING EQUIPMENT AREA GROUND RiNG. IF
I TINNED COPPER WIRE
MORE THAN 20'-0" FROM THE EXISTING GROUND
RING, INSTALL GROUND ROD (5/8" x 10' SS). ROD
SPACING: MIN. 10', MAX. 20'. TOP OF THE ROD AND
--- PROPOSED
GROUND WIRE TO BE BELOW FROST LINE. GROUND
SILICONE
I
GENERATOR PER MANUFACTURERS
I
RECOMMENDATIONS (PROVIDE 2 MINIMUM)
CONCRETE PAD -
WITH GENERATOR
ROPOSED LIQUID TIGHT FLEXIBLE
ON -METALLIC CONDUIT
(2) #2 AWG BARE TINNED - — — —.-I
GROUND WIRE TO EXISTING I
FENCE GROUND RING (IF
EXISTING FENCE IS WITHIN
FROM PROPOSED GENERATOR
_ --
�o
EXISTING ---
NOTE:
CONTRACTOR TO USE CLEAR OR GRAY
SILICONE AS NECESSARY TO SEAL LIQUID
TIGHT FLEXIBLE NON-METALLIC CONDUIT.
\, GROUND WIRE WEATHERPROOFING
�J SCALE:
NOT TO SCALE
—
3-1/2" GALVANIZED
STEEL POSTS WITH CAP
3'-0" MiN,
PROPOSED IT FRAME
(TYP.)
SEE PLAN
3/8" STAINLESS STEEL
f
�
BOLTS AND WASHERS
(TYP.)
---
AUTOMATIC
TRANSFER SWITCH
MOUNTED ON
- —i
ooa o
o
EXISTING H-FRAME
ATS
P1000 UNISTRUT
CROSS MEMBER UYP.}
#2 AWG SOLID TINNED ---i,
COPPER WIRE IN I' PVC
ABOVE GRADE TO I
PROPOSED
GROUND ROD I 117,
CONDUIT
GROUND LEVEL
I I I
III I I i�
#2 AWG SOLID TINNED
COPPER WIRE CADWELD
1" { CONNECTION TO POST IN
3/4" NON-METAILC FLEXIBLE
I L IL I I I CONDUIT
t ,) I �
i 2 i L EXISTING
I — GROUND RING
_
G G G G
4 AUTOMATIC TRANSFER SWITCH GROUNDING (ELEVATION)
SCALE: NOT TO SCALE
FENCE GROUNDING POWER AND -
COMMUNICATION
CONDUITS
NOTE:
FOR ACTUAL ORIENTATION OF GENERATOR,
SHELTER/PAD, FENCE, TOWER & U'G
POWER/TELCO SEE PAGE C-I
GROUNDING PLAN
C�
SCALE: NOT TO SCALE
NOTE:
ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER GROUND
LOOP AND THE EQUIPMENT GROUND LOOP
CRUSH GRAVEL
FINISHED GRADE
----------------
EXISTING
EQUIPMENT
AREA
#2 AWG BARE
TINNED GROUND
WIRE CONNECTED
TO EXISTING
GROUNDBAR
it I
EXISTING LOAD
CENTER
VERIFY QiY_ LENGTH, TYPE &
CONFIGURATION OF GROUND RODS TO
ENSURE SYSTEM PROVIDES GROUND
RESISTANCE OF 5 OHMS OR LESS
- MALE SCREW COVER WITH
TEFLON LUBRICANT
8"0 x42 PVC
SLOTTED TEST WELL
PIPE
#2 AWG BARE TINNED
SOLID COPPER WIRE
GROUND RING
CADWELD TEST LOOP
TO GROUND RING (TYP.)
CADWELD GROUND
RING TO ROD
- 4" DIA. HOLE DRILLED
FOR GROUND RING
BOTH SIDES
#2 AWG BARE FINNED -
SOLID COPPER WIRE
4" TO 6' OF LOOSE
GROUND RING IT
CRUSHED GRAVEL BELOW
WELL). WELD SHALL
REMAIN VISIBLE
5/8- 0 10' -
LONG COPPER
CLAD STEEL
GROUND ROD
��� GROUND ROD TEST WELL DETAIL
�J SCALE: NOT TO SCALE
NOTES_
1. CONNECTION SHALL BE COVERED BY
NO LESS THAN 2" OF CONCRETE.
2. ATTEMPT TO MAKE CONNECTION TO A
6-0 RUN OF REBAR OR GREATER.
3, APPLY HEAT SHRINK OR ELECTRICAL
TAPE AROUND THE CONDUCTOR TO
AVOID CORROSION.
PROPOSED
FOUNDATION REBAR
PROPOSED UL-APPROVED 2-BOLT
PARALLEL CONNECTOR
(OR OTHER APPROVED
CONNECTION
---TO GROUND RING
EQUIPMENT PAD GROUNDING
SCALE: NOT TO SCALE
CRUSH GRAVEL
FINISHED GRADE
i
1
I /
I /
I !
I !
CADWELD CONNECTION
EXOTHERMIC WELD
I
ter-- --t
#2 AWG SOLID TINNED --
COPPER WIRE --5/8" O x IEF LONG
COPPER CLAD STEEL
GROUND ROD
BURIED, NOT DRIVEN. -
REPRESENTSTHE
MAXIMUM TILT ANGLE OF
THE GROUND ROD
GROUND ROD TEST WELL DETAIL
v SCALE: NOT TO SCALE
-668 \\ IRRI'.\ P.iRh\\"AY
PR iS ;O, .YX 751i34
CROWN
�CCAkST L E
6191 N SIAI'll 1 MY 161, S1:Ill. 2(111
IRVING, IN 781G8
2 /
P. MARSHAiL & ASSOCIATES
68r)1 POI I -A EST DR, S1 H U;i),
IIOL SJT)N, IF 771,24
O I-1 10713-677 1.1964
'F->"vIOBILI: SI'F'I�. NL"i`~II3IR:
A2G0082A
BU #: 826548
PASCO COUNTY (VS)
38122 I IF�_NRY DR.
ZI'PI IYRI III,I.S, FI, 33542
I?XISTTNG 190` 0" SF LF
SUPPORT
ISSUED FOR:
I)I I ',\ A
1 _ ,
AAIC, - I iA ri> - - ` 3 --
�� aTarsl„II, r-F
1 I.
'1 c-, < t, 1 „c,.. .. "'i
W M.q
�G E Ns' Sy
No.53573 .�.
TE OF �<�
s�ONAL
a
a �
Il P i A LC lI H I M f )il PIA,,, "Y'
c)I \ 110 \SI Lr. Rc I I SSR . \.' \C;(\7 1 R,
1Y)AI III. tN15 Dt x' .II A'i:
SHEET NUMBER: REVISION: