3760 Orlando Dr - BC00-000172 (RACETRAC) NEW CONSTRUCTION (A) DOCUMENTSZONE
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DATE I,G- LK
CONTRACTOR
ADDRESS
PHONE #�
LOCATION 31-06
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OWNER
ADDRESS
PHONE #
PLUMBING CONTRACTOR
ADDRESS l
�1-24gLg,4H0NE #-
�l� ELECTRICAL CONTRACTOR C �'
ADDRESS
PHONE #
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MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (^`)
FINISHED FLOOR
ELEVATION REQUIREMENTS (�_)
ARCHITECTURAL APPROVAL DATE:
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SUBDIVISION:
`RERMIT # - Ila LOT NO.
OB r BLOCK:
SECTION:
COST $ � 0 0 �
SQUARE FEET: \130:fm
FEE $ MODEL:
STATE NO. OCCUPANCY CLASS:
FEE $
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FEE $ Z
FEE $ � `'
FEE $ — ENERGY SECT. EPI:
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CERTIFICATE OF OCCUPANCY
ISSUED #
FINAL DATE
DATE:
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� ITEMIZE01MOR, HOURS -AND RATES,, 'EaqIPMENT, MATERIA LS,"'OR OTHER � .
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L COMPONENTS REaUIREL). TO COMPLM�THE A001 TIONAL,�, WORK, I NCLUD I NG �� 1'1,�'. � , � "' ,
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, DISPOSAL OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED VVHICHL
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. ,APPLICABLE OVERHEAD AND PROF IT.'' CHANGE�'ORQERS MUST BE SUBMITTEP�,.,..�,,�',,,,�-.',',! ��:,4 �, I
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PROFESSIONALLY �ANV THOROUGHLY CLEANED, PRIOR TO
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THE�CONSTRUCTION AREA,SHALL BE MAINTAINED I N'A.5CRU06LOUSL , �` L, L '' �
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� _YWHEEL POWER AND".30"000 LB, ORAWBAR PULL, .
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� . OF 10'--r0" I N V41 OTH AND ITS1N EXCESS OF 30'-O" IN EITHER LENGTH
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PROVIDING R. CLE*N-UP','ANO DISPOSAL OF HIS DEBRIS ON A -CON- 1- �. � ' L
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TINUOUS,I)AILY BASIS, CQNTRACTOWS FAILURE TO COMPLY, W I TH THE
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ING / DEBRIS REMOVAL AS REQUIRED; ; ANI) NEW'STORE
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CONTRACTORS SHALL
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'PROVIDE THE OWNMIVITH A'MARKEO PLAN
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EXERCISE,CARE �QURING - THE PERF i 1 � :� I , I 11 '� .1 I I 11 I a I ,
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ALL,, THREADED CONNECT IONS.SHALL'BE TREATEL) WITH GASOILA 100 OR JOMAR 100 "THE HEAVY WEI.GHT."
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G.C. SHALL. DEMONSTRATE TO OW NER'S ENGINEER ALL INSTALLED MATERIALS ,ARE NEW AND CONFORM10 ABOVE SPECIFICATIONS. I �
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INSTALLAT ION CONTRACTOR SHALL 13E CERTIFIED BY PIPING MANUFACTURER. I
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Outlet for Each Floor Drain.
O
L
P11
WATER FILTER .'
,
Line Stop Valves
es `7 r eaded
3 4 Cold
�
3 4 Tube To
Model FA2VP Quad 3/4"
Adaptor _ Grainger Bross Solder
SafeWaste
End Ball Valves ves #2P77 U
P12
H OSE BBB
Josam71 7 f
0 0 or Mil '
d Clim ate acid
O
3/4" 0l
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DESCRIPTION.
FIXTURE X URE
TRIM &HARDWARE
SUPPLY
U
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WASTE
SIZE
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Kohler Kingston Lite - K-4
y 330
Sloop Regal Flushometer 111
9
1 1 4„ Cold
4"
Wall Hung' With K -4670—C Seat
Carrier: Josam aeries 14444
CD
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AVAT
LAVATORY
Kohler Hudson K-2$67 White
Kohler K-74 1-5E—CP AA BB
1/2” Cold
1— 1 Z"
20„ x 18”
Wristblade Handles
1/2" 2" Hot
'
Carrier Josa n Series 17420
P3
URINAL
Kohler Stanwell. . Lite -K-49/2T
Sloop Regal Flu ometer N1 80— 1
1 1/4" Cold
2"
White
Carrier: Series 1/81 — 4
I --
P4
HAND SIN
con Dura—WUre 1950_1 -CSG 9 G—TTSuPPI'er
Trim n & Hardware dwar
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rk
Casework o
- Connections by
1/ 2" Cold
1—
1 /2,
W
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Furnished w mauntin bracketet
1/2" Hot
Q z
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3C MP RTM NT SINK
Advance vice .Equipment
'
T& S Brass No. B-231 With 12
1/ 2„ Cold
2"
Mode K7—CS1 Stainless Steel
NozlIe
1/2” Hot
Indirect
ec t
P 6
C
SERVICE E SINK.
Kohler Whitby"K-6710 White
YKohler
K-Sy05 With Vacuum
1 I
/ 2 Cod
- ��
3
QQ
W
With K—
t 8941 Rib .Guard..
'.Breaker �- Mount at 36 .AFF
1/2„ Hot
Drain K-9146
P7
WATER HEATER
Rheem 1 0 Gallon 81VP10S
Shutoff V olve. T& P Vol v e and
3/4” Cold
or Von9'uard •.
Vacuum Reli'efValve — ANSI 221,2
WD
PS
FLOOR DRAIN
,
J osam emeries 30000-ABody e
Y 'f YP
1/2" Cold
3
30003, Adjustable Strainer 5A
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: P9
'FLOOR SINK
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P J
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Precision Plumbing M9 Products ModelI
supply Tube(s) SS_ 8 or Y S 8
1 2 " Cold
\
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As Necessary
Outlet for Each Floor Drain.
O
P11
WATER FILTER .'
Microlene Filter System by Filtercold
Line Stop Valves
es `7 r eaded
3 4 Cold
�
3 4 Tube To
Model FA2VP Quad 3/4"
Adaptor _ Grainger Bross Solder
SafeWaste
End Ball Valves ves #2P77 U
P12
H OSE BBB
Josam71 7 f
0 0 or Mil '
d Clim ate acid
O
3/4" 0l
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N n -Rem I
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PROPERT Y TOOL WIRING, SiNoLe,C6k6u&ow AC C.QN-TRot.,
90TRICAL-1 EMS Remayev�, SH T E,� 120 VOLT, CON
ALL. REMAI He
Be RAI FQR Yem-.� G
OW,j REEN,,,
G�N�RAL SP�C I F I CAT ES SHALL 'DOM C(
9 eGA�I.Y
ION '015p OF, IF,50' <
b 7777 10,L,
IZ OwNaR, UT' HALI, 5 L L, OR E X C, I-
WHI T WH I e R
0 BY 0 Nek AND ENGINI�0 I TeMS 50 IR T L'LeG*�
W D ec ED
By E -YF -WIRES Or FOReIG
C TMOVED FROM TH I- PREM 1, ES ONTR AND _LLOW SH LL B F, USED FOR NTeRLOC4
ACTOR
VOLTAGE "A ONTROL C I. N T I- R COMPARfMF NT
-SUBMITTING H is Bic), �TH'E CONTOAC HALL- JOB JHAT E 14 T E R MOTOR C
BEFORE TOR 5 Vis'iT.lTHe' His E*PENSE,
E g AN6 FULLY ACOUA I NT, H'I M��ELF OR CONTROL PANEL,
SITF.,��ANC) XAMIN WITH THE XIS�INQ C 'HEl)U[_F
�13RANCH CIRCUIT WIRIN'G 5
CONDITIONS R ''N' BU
E ITE ) NO
VICE It- ING; 3, GROUNDING.
LAT F. Eau MeNT ROUND GREEN'CONOUGTOR SHALL B E US I- I-) I
To THE LOC E IP
PAY' I N G PART.1 CULAR''ATTENTION ATIONA F XISTINO WATER'
TRANSFO NOING SHALL BE IN ACCORDANCE W TH THE
OMF.R,5,,, ETC., tH e ISH AND I
M� 1 N_ 5REAKEO' 1 ZE BRANCH CIRCUIT WIRING'AND CON DU I T SIZE
C&Ni0ACT6R *HALL� FU'R A. ALL GROU`
U 0 PORTS, 'HANGERS; 0 5, l)UCT,. ORK, PIPING,;- SCLATEO'GROUNO - GREEN w STR I pe
ST L -L AL A elTRIC CODE AND
ReaulkEMtNTS OF THE'NATION' L EL r THE
CONDUCTOR WITH YELLO
SHALL be USED, IP/15A 2412 4 ItfI2G - 5"C
LOCAL UTILITY COMPANY, ,
I.RING, ANeLS;�` ET6. SReaq -by lRA'va,.-'ANO 5HALL PERFORM
TION CONDUC
Reau I RED � OR OMPL,-ET I-
TICN:ANv OVIFICA 'F C
M WORK, zA� I 20A 2#12 IffI2G 5"C,
H, T 5HAL�L b E CONTINUOUS FROM R N
AND OPERA VOITIONAL.,COST To THE,OWNER.'. 4, IQENTI�ICATION OR o loi, Tb,PANF-1- OR
6L'F- SYSTEMS, WITHOUT A
EauiPMeNT WITHOUT SPL�ICES. - WHERE TAP SPL I ces ARE 2P/20A 2#12 4 1012G - S'� G .
'NECESSARY AND APPROVED, T`HeY,SHAL�L. BE MADE WITH
ONSTRUCTIdN.'SHALL_ App'Ly LL;. lNOICATiN.G'US 0
2. ReauIRF_MENTS'OF'THF_ GENERAL C PROVI OE. TYle W'R I TT T60 I es FOR' EL E F
3#12 4 1�12G -5"C
EACH I RANCH C,IRCUIT,ANO DESIGNATING TS,,
-)eR T ase TRADES.
WORK UNL H 3 SPARE CIRCUI SUITAbLF_ CONNECTO95 IN JUNCTION BOXES,
2010 d 1#10G - 511c
.2P/30A
ANPWRITTEI`4 0IRECTo,Ries*ARe NOT AccEPTABL.�.
P
1. ALL-,WiRIN 6 Fo;z GAwLiNE OisOENSIN 'AND GAUGING E N
3. CONTRACTOR SHALL. BE RF_'5PONSI5L.,E,FCR L� ERMITS, o aUIPME T'
3P/30A '3#10 4 141OG C
GOT.IFICATF6,,�1,NSO'F-CTIONS,'ET"c, ANo,PAY,;&t� FEES"LeVIED I V AL'L(GHTING ANI:� POWER PANEL$': (IF INDICATED ON .SHALL 13 1- STRANOEOI.
lic
2$FB 4 1#10G - 5
STATE, LOCAL AND MUNICIPAL AUTHORITIES HAVINGIL JUR I SO I 'C"IT I ON PLANS)
TRA IN I R I WG DEVICES, ATFS-
OVER WORK DC*iE'UNQeR TH I'S CON QT, OUTL.ET BOXES�� PL. I , : I I I . , I # L . . .. .1. 1 1 1 � �P/40A 3 48 4 IlfI0G - I't
ANE�1_5, HAL
5 ' L, Be FACTO' MAGNETIC
A. P R Y ASS emBLF-I.? THERMAL
H L, 1 11 1 1 1 '1 IN vi I!S,SHALL'� BE 2P/50A 2#6 4 1#10G - OC
. Ai N E RECEPTACLES NO OTHER IRING Qa C
L SHALL 13F.!,OONE IN C PLiANCE IT LL LAWS, RGUIT BREAKER TYPE, TRIP FREE, W I TH, TR I P SeTTI 6.s.,ANo',, A. SWITCH! s,* A
Om CA
ORDINANCES, C, 0 0 ES, ETC. OF ANY, GOVERNING Booy HAVING NUMBER, OF POLES As INbICATE0'ONl4;bRAWINdS. TwoANO SPECIFICATION GRADE OF TYPE, � 5 ie AND RAT I NG INDICATED
3P15VA 3#6 4 1#10G
_L,APPLi 6ABLa'�IT9M5 HALL AR' THE LE CjRCUIT BR15AYeRS 5 1- 'F_'QF THE,commoN TRIP ON THE CONTRACT DRAWINGS, As MANUFACTURED by ARROW
JURISO,ICTION,�, ALL THREE PC, HAL 13
BUSSiNG SHALLIBE COPPER ANDARRAWGeo FOR BE- ..HART, HuBBei.:,t OR PASS AND SeymouR. COLOR HALL BE WHITe." .2P/60A 2#4 4 1#10G - OG
�,UNII�E'RwRlTeRs LA5CRA'fQRIFS (UL) LA5EL- SHALL Be,'�AGTORY
.�'MUT611N'L_ APPROVE[). QUENCE PHASING AND ALL -i CONNECTIONS HALL., Be,SIL.VER
3P/60A 3#4 4 1#10G - IR"CL
B. OUTLET
PLATED, PANELS R I- I) ON L�Y, BOXES FOR CO� CeAL-eQ' WORY,� SHALL Be'
SHALL. BE As MANUFACTURE[) BY SaUA ALVAN 17MO
TEEL,, PRessep. OUTLET 13OXF-5 - FOR EXPOSED WORK SHALL Be 2#4 4 1 #8G - I " C,
.2P/70A
A AT V �MANLIKE MANNERil, EFT
5 ALL WORK�SHAL.L Bl�'OONE I I. OR L
iN TYPE
MALLeADL.F_ IRON WITH THREADED HUBS, _s FS AND FE) Y41 TH'
CLEAN AND, FREE FRoM'DeFECTSO, AND THF'
3P/70A 344,t j#&G - IR
TOR SHALL PRQVIOE,A L-1- N THE N 5 HA N TF
ROUNDED 5 F_L COVER PLATES.
NT HE06LEO b .','THe PA "'EL 5 �'' L-L'BE� OF DEAD FRONT, CO'STRUCT[CN WITH,
I i ' ' I . . I I I I . i I c 31�/100A Affl 4 1#8G - Ii
DRAWIGS. ..)NI-LMATERIALS SHALL BE New,ANo ALL WoOK �AN'o SINGLE DOOR ANO Ccive'.GAUGe GALVANIZED STEEL- BACK BOX, 2
AND Key, I 'C' ZACToR FOR W I TH LOCK C. DEVICE PLATES FOR,CONCEAL-Eb WdRK'SHALL'Be'SMOOTH
ATERIALS SHALL BE GUARANTF-90 BY HE ONTF A PER= ,.A TYPEWRITTEN CIRCUIT IOENTiFICA 3P/I 50A 4#110 4 Ilf6G 2"C'
COLOR SHALL BE WHITE.
:OF ONE (1)'YEAR,:FROM THE DATE AN Q'F_ BY':THE OWNER, TION'DIRaCTORY SHALA,.,� Be FURNISHED ON"THE INsibe OF'THE
llc
3P/200A, A#310 4 1#60 - 21
PANEL,. PANE[_,S SHALL`HAve 112", ENGRAVED NAMePL_ATeS.
Tsibe,RecEPTA L e' -L, Be GFI PROTECTED.
0. ALL FLOOR RECEPTACLE, C SH L
�5 AND Ou .5 A
6. ALL, WORK HALI, BE CAREFULL-Y COORDINATED WITH AL.L.JRA�QE5
14VO V
T
P 5, CIRCUIT'BREAKERs,'SHALL Be:THE 5OLT,IN Type, UNLESS
I L go, ANO THE�CdNTRACTd De P '10, SAFETY SWI
CHES.
I NGS, VALV :5 fo;z AI.4:� QUIPMENT NOTED OTHERWISE, M, I N I MUM, 10, 000 AI,C AND Be AROANG150
CONNECTIONS, Fi-fT e IPING'-�� T I C TH .5,
USING 0ou5Le Row CONSTRUCT I ON.
FQRNisHEo'5Y THE 0 WN I- R, 0 R THE RADES I NVOLVEO IN I
A, SWITCHES 3HALL_�113e HeAvy DUTY TYPF.,,FusF-o OR UNFUSeO, As
CONTRACT.
INDICATED OR ReauiRep, NEMA,l Fo� INDOOR U5e AND NEMA
C. BRACI Nd �SHALL� Be Eau IVA LENT To, OR C OMPATI BLE WI TH, HE
3R FOR OUTDOOR USE,' As MANUFACTURED ByGaNERAL
I)RA�it4cs,A;�E7'�To'Oe'Cb�,5ibF-kFc) DIAGRAMMATiCANo QO'AOT` RATED, INTERRUPTING �CAPACITY OF SMALLEST OVeRCURRENT
L.F_CTRIC_5aUARE OR'EaUAI-,
lk?ICA F.,Tki A'cTUAL`lOCATION R OUTING'�Or DEVI,CF_ IN:THAT PANEL-.,
EaUI.PMENf,,PI0ING OR SHALL Be foU:bwev'As
, , 4 L � .. . .1 . 1 1, � I y , I 1 11 . I I ; I -TRICAL CONTRACTOR 5HAL.[_ PROVIDE ALL ReauIRFO.
Noll f I ONS'ALLow q: MPL�F_Te HE NTE 61 GROUND FAULT PROTECT I ON: B. THI ELFC
CL, -Y AS C6 f NT'OF_TH'5
ONT'RAdT, THE RiGHT'ls R'ESERVEO Y He Ndl NEER o MAKE DISCONNECT WITVES, AND FUSES, FOR EaUIPM5NT FURNISHED
C
BY OTHERS, UNLESS INDICATED OTHeRWI.511.
ENTS -N 0 A ON -rdiz
MIN6R,CHANGES IN'LCCATIbNs WHF` Rea(IiRe '13y, THE -ELECTRIC L C' fRAc -SHALL ROV I OF- GROUND FAULT
9 OPMENT W TO T �Dy THE NATIONAL. ELECTRICAL CODE.
I ITHOUT Aoo,TIQNAL� OMPENSAT I ON HE PROTECTION As'ReauiRg
XTUREs AND LAMP5i'
I l,.,LiGHTING FI
TOR.
CONTRAc
-,RAc 0
7, E AYS AND CADLE,
UDMI AJP TU 5 SHALL BE Fu 15HEO, NO C MPLETE'WITH
65 OF,AL-� M A. LIGHTING Fix' �Re' RN A
THE CONTRACTOR SHALL, 5 T -SHOP DRAW14
R OUNTING OR �HANGIN6 HARDWARE AND WITH PL.ASTER
ECESSR
MANUFACTURED ITEMS ReaulReolON THIS PROJeCT' IN AcCO'ROANCE ALL CONDUIT SHALL Be RUN CON ALE
C E Q I N So FAR As, Is
FRAMES WHERE REWIR�O. REFER TO FIXTURE CHEDULE ON
WITH THE GENERAL, CONq,ITlidNs SECTION Qf,:r', TH, �pec I rl CAT I ONS PRACTICABLF_,�� CONDUITS SHAL.L., Be EXPOSED ONLY WHERE 50,
PLANS FOR FIXTURE TYPE,
1300K� SHEET METAL SHOO DRAWINGS SHALL 5E'SUDMIfTeo MINIMUM INOICATEo,ON THE DRAWINGS OR IN LINFIN'ISHeo AREAS SUCH:
11411, SCALE. -, SHFF-T.META'L, SHOP DRAWINGS SHAL.I_',INCI_UQ5 ONE . Y Rooms.i
CA
B, FIXTURES HLL. BE As I'NOI TEO ON 'PLANS AND, SHALL BEAR
ETHE LADF-L OF UNDERWRITER'S LABORATORIES
TRANSPARE`NT COPY,ANo Two PRINTS,: TH9!ENGINeER s APPROVAL- �Qfz-
Oe SHALL'13e,3 HER -
'ON �CO ST UEO .51"Z � .1 : (UL),
P OR 5eTTING'QRAWiN6S SHALL" LY R To � APPLY' TO' 0. MINIMUM' 'C"' UIT 14 UNLESS NOTED OT
SHO
GENERAL LAYOUTANo CONFORMANCE. TO THE DESIGN CON'CEOT OF THE Wl SE.ON THE PLANS, 0
I I � i : t 11. � I . T 15AL
'PROjECT AND OR.,CpmpLIANC:F- WITH THE GeNERAL'ReauiReMeNTS OF
0 U I
, I I C FL_UCRES� EN� _LASTS,SHALL� Be ENERGY SAVER TYPE.', FUR- <<<<<<
f DOCUMENTS. H NISH Low TempeRATuRe (-20 DEG, F) BALLASTS WHERE,
T e RespoNsi6IOTY�FoR 'ANY' C., Ririb,'MeTAL, HbT'bIPPEO,GA[_VAWZEb, MILD STEEL
THE CONTRAC, 0 11
TEMPERATURE Is NOT CONTINUOUSLY MAINTAINED AT A MINIMUM
PIPF.,; ZINC COATED THOEA'
0EV(ATIoNS FROM�"TH�'�F-ouiR�Mt�TS',6r'THe CON�RACfl OS WITH AN OUTER COATING OF ZING
bdt"Ume'NTS.
U 'OF 60 1) 1- G. F
N Te'AS MANUFAC ANGLE, REPUBLIC,
sr REMAIN THE CONTRACTCR'S� UNL-ESS. IBjcHRomA TUREO BY TR I 1 11 . I 1 0 1 1 .111, T
SUCH , ; , , : ' - ' , , TAL.Leb I N AL.,L. i utRes
5 -rioN 0 WHEATLAND OR EaUAL. LAMPS'SHALL PROVIDEVAND INS F
5PE6FICALLY CAL-L"ev THE EN&NRER' T
I I AGE As SCHEOUL.EOI
OF THE Type AND WATT
DEVIATIONS AT THE TIME OF,'SUBMIS510N AND HAS RF_(�E'IVeO THE
E. THE ELeCTRICAL CO
TEN: APPROVAL. -Or SUCH eviAT'ioN's. NTRACTOR 1.5 TO VERIFY CF-11-ING -TYPE AND
D, PVC, COATED G �c
ENGINEER'S WRIT 1) R I I'D Me O'NOU'l T:' HOT Dippeol GALvAN I no
''SPACe LIMITATIONS PRIOR TO OROeRING'FIXTURES,
MILD STEEL PIPE WITH .04011 (AO MIQ POLYVINYL'CHL6RioE
F. THE ELECTRICAL CONTRACTOR SHALL Remove EXISTING LIGHT-
�9' PROVIDE ALL ReauiRep TEMPORAR COATI NG. �THE BOND BETWEEN THE PVC AND CONQUIT SURFACE
Y, TI0TItsANQ..PAY ALL
U
INC FIXTURES,: SWITCHES AND LAMF,15 IN AREAS WHERE NEW
ASSOCIATE[) Fees AND OPERATING COSTS'.' SHALL BE'GRF.A-rER THAN fHe TF-*NsIL-F- STRENGTH OF PVC;
C 6 WORK 1.5 SHOWN AND TURN OVER TO THE OWNER, OR Remove
CONDUIT SHALL BE'As MANUFACTURED 13Y OCCIDENTAL OATIN
FROM Job SITE As OiRecTec) BY THE OWNER,
PI 5TRIeS'OR EaUAL.
:z 1.0,�'THi,HVAC, ELECTRIC COMPANY, 'RoDRoy INOU,
AL AND _UM6 ING, CON TRACTOR$ SHALL PERFORM
Tive
ALL_ CUTTING Ako�PATCHI�G As ReauiRev FOR THEIR REspec
OPEN I NGS �SHALL Be CUT MetAL- CONDUIT (IMC),.' �HoT DiPPEO GAL- WORK',� EXCEPT THAT, STL FRAmeo R I Te
I NTe Mw A. ELECTRIC SERVICE., THECONT'RACTOR SHAL.L. MAK ARRANGEMENTS FOR
LO ANo'FRAMEQ BY'THa GENERAL CONTRAdTOR, ALL HOLES IN MASONRY VAN I ZaD, MILO STEEL PIPE,'ZiNC CO' A'TeO THREAOSATH AN
FLOORS ANo WALLS SHALL BE CORE OR'll-LED., MAINTAIN FiRE'RAING OUTER COATING 0 F ZiNc, 131(.-,HRomATe As MANUFACTURED 13Y THE ELECTRIC SERV ILCE WITH THE LOCAL OTILITY COMPANY AND SHAL-1-
0� co
Or FLOORS AND WALLS, PAY ALL CHARGES IN CONNECTION Y41TH THE SERVICE INSTALLATION.
-TRIANGLE, RepuBL-ic, WIAEATLA NO OR EaUAL; V), LL WORK HALL BE DONE IN AcCCROANCF_ WITH THE UTILITY PRE �TODING (EMT).. Ho' Di Ppeo'GALVAN 1 ZED, COMPANY's ReauiizemeNTS, CONTACT THE WIRIN INSPECTOR PRICIZ To
1 THE CONTRACTOR -SHALL PARE,�A COMPLETE SET OF R CORO F, ELCT T 0 V) U
-is PRIOR To FINAL- PAYMENT, FINAL SHAL.L. NOT 13E TR I z Gi Z DRAWINC PAYMENT MILO STEEL Tube,. ZINC COATED; As MANUFACTURED 13Y INSTALLATION OF SERVICE To ARRANcne FOR INSPECTION AND FOR < Q� a SPECIFIC, DETAILS. THe CONTRACTOR SHALL PROVIDE ALL CONDUIT, MADFUNTiL THE RECORD DRAWINGS ARE 0eemeo ComPL-en BY THE ANGLE, REPU5LiC, WHe,4,itl_ANO OR EOUAL. V) X V), P-1
Uj -
c:>
ENGINEER. THE DRAWINGS Be DRAFTED. By A PROFESSIONAL- TRENCHING AND BACKFILL, HANOHOL_eS, MF-,rF-R PANS,, CURRENT F,
0 DRAFTSMAN ON SEP I A MYLAR COP I I-$ OF TH ESE - CON TRACT VOCUMEN T,5, Ts, DIS -CONNECT SWITCHES, ETC, As MAY Be FLei5L.E METAL- CONDUIT: GALVANIZED OR ZINC MeTALIZEO TRANSFORMER CADINe
TH9,I)RAWINGS SHALL INCLUDE EXACT ROUTING OF ALL WIRING, STEEL, SINGLE STRIP INTERLOCKED CONSTRUCTION AS �REUUIREO By THE ILITILATY COMPANY.
PIPING, OUCTWORK, ETC. MANUFACTURED By TRIA'NOLE, ANACONDA, AMERICAN FLEXIDLE
L MAKE 'ARRANGEMENTS
CONDUIT, ELECTRIC- FLEX, OR EOUAL'. 2. , TeLF-PHONE aRvi ce, THE CONTRACTOR HAL
Uj
FOR THE TF-LEPHONe SERVICE WITH THE LOCAL. TELEPHONE COMPANY
z
AND SHALL PAY Ai�L� CHARGES IN CONNECTION WITH THE SERVICE
HT FLEXIBLE METAL CONDUIT: GALVANIZED , ry co
TEEL
TH THE 0
LO CORE, SINGL�e STRIP INTERLOCKED CONSTRUCTION, WITH AN INSTALLATION. ALL� WORK SHALA.'BE DONE IN ACCORDANCE Wi 0 0
TeL_EPHONF_ COMPANY's ReauIREMENTS. THE CONTRACTOR SHALL
'EXTRUDED POLYVINYL CHL�ORIUE COVERING As MANUFACTURED 13Y 0
0
TRIANGLE, CARLON, I- I ED 0 RlEaUAL. PROVIDE ALL CONDUIT, TRENCHING ANo 15ACKrILL., HANDHOLES, Li ELECTR I CAI�, 5PEC.1 F I CAT I ON CADINETS, DACK50AROS, ETC. As,MAY BE RaauiRF-o 13Y THE
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L0
.1. RiGib.Ndw6TA'LLIC CONOUIt::'SCHF_ouL_F_ AO PVC, As TeL.,15-PHONE COMPANY.
;1� (2) 3/411 HIGH VOL-TAGE CONDUIT (2) 3/4" Low VOL-TAGe CONDUIT AND 0 C) I
0 MANUFACTURED BY CARL -ON OR,EqUAL, To EMC. box, D_-, 0 FROM ELECTRIC Rcom,lNl TAGE CONDUIT FROM TANK
L";GENERAL: (1) 1 " Low VOL
-j 0 r)
13, PECIAL_ ReauiREMENTS WITH BONDING CONNECTIONS To
PAO AREA WITH BoNoING CONNECTIONS To Ld 0 LLJ Ln
b CABLe. Type MC, COPPER CONOUC !OR, 60OV'
TO J, METAU CLA T COMPLETE GROUNDING. n
A. He LECTR[CAL CON ACTOR HLL',FURNISH ALL LAbQR', COMPLETE GROUNDING. RUN -3 CONDUITS IN FROM �2:
INSULATION, 90 DEG. INTERLOCKED STEEL A. TELEPHONE SYSTEM To BeFURNISHEo AND IN5TALL.EO BY E.C.
To
MATERIALS, TooLs, TRANSPORTATION EQUIPMENT, SERVICES FL-ooR I N 12" WIRE TROUGH, COMBINE WIRES
TAPE ARMOR. �0
AND FACILITIES Reau I RED FOR THeCOMPLETE, PROPER AND
B . WIRE MAXIMUM OF Six'(6) PX ES ON A I POLE, FROM DISCRIMINATING SENSORS 4 INTERSTITUAI_ < LLJ <
TR i CAL- YlORK. ALL-' TOR 600V MONITORS INTO ONE CONDUIT OUT, SUCH THAT
SUBSTANTIAL., INSTALLATION OF ALL, ELEc K, ARMORED CADLe., TYPE AG, COPPER CONouc 20 Amp CIRCUIT.
FIXTURES, Devices AND EaUIPMENT SHOWN, NOTED OR Re- 2 CONDUITS RUN UP INTO EMC, BOX.
ERSIINSULATION, 90 DEG. C. C.''WIRe MAXIMUM OF,1800 WATT,OF L16HTING PER I POLE, 20
�'�OUIREO ON THE ORAWINGS,'AND/OR CONTAINED HEREIN SHALL , i_t � , . . ; 1 1:� i I .. I .11 �1.1 I I "I, PROVIDE SEAL-OFFs As ReauIREO. Lu 0->
Amp CIRCUIT FOR 120 VoL_T SOURCE.
U�o
BE CONNECTED FROM THE SOURCE OF EL.ECTRIC POWER To THE L. ANY EXPOSeO RACEWAY SHALL BE RUN TRUE, PLUMB AND
> < ADY FOR SATISFAC-
FINAL CONNECTION, TESTED AND MADE RE
PARALLEL'OR' PERPENDICULAR To BUILDING LINES. D., ELECTRICAL CONTRACTOR TO FURNISH 4 INSTALL
TORY OPERATION.
TH (6) 3/6"x 2"
4'x 8'x 3/4" PLYWOOD 6ACKDOARO, BOLT TO WALL Wi
M, PROVIDE SeAL-OFFs AT BOTH ENOS OF ALL CONDUITS ENTERING LAG 13OLTS WITH3/6311 FENDER WASHERS 0-11VI 01A.) ANo 31811 LEAD EMC I t
T HE ELEC I TR I CAL- CON TRACTO� I S� TO COOROiNATF.� t 6TH R Y41 H e BUILDING FROM OUT51 OF- OR PL.ATic 5HieLo5. PAINT WITH Two COATS OF WH I Te ENAMEL- PAINT, ��o 00.
TRA095 AND OWNER FOR EaUIPMENT LOCATIONS AND CLEARANCES
Ln
31411
REaUlReO FOR EQUIPMENT.' CONTRACTOR To COORDINATE AND N T TTiNc -3 11
FITTINGS: FITTINGS SHALL Be Se -SCREW Type FI -is, E. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETELY
TYP I CAL� bj
n MODIFY, LAYOUT ACCORD I NGLY,
WIReo AND OPERATING ELeCTRICAL. SYSTEM FOR EACH AND 0
(n 0. BURIED CONDUITS UNDER TRAFFIC AREAS'SHALL BE A MINIMUM
%_ f I I' C EVERY ITEM, FIXTURE, APPLIANCE, RECEPTACLE OR DEVICE,
C. �ALL HVAC, CONTROL WIRING 15 TO Be DONE BY, HE HVA
Q) OF .2$11 Deep Reaulizi,NG SAME INCLUDING ELFCTRICAL POWER AND HOCK UF,
c: -UM5ING CONTRACTORS SHALL 0
CON'TOA6TOR. THE HVAC AND PIL., FOR HVAC SYSTEM AND HOT WATER HEATER,
TS fo'24" BELOW FINISHED GRADE SHALL BE FURNISH STARTERS, ETC, FOR THEIR EauiPMENT, LINLE,55 P., AL.L� VERTICAL CONDUITS ANO'CONOUI
'RiGio. ALL,HORIZOWTAL CONDUITS BELOW 2411 FROM FINISHED GRACE SHALL BE PVC,
Lli �SPECIFiCALA_Y INDICATED ON THE ELECTRICAL DRAWINGS.
<
A6 R
OTHERWISe SPEC I F I F.D. F. THE ELECC�`RICAL CONTR TOR SHALL PERFO'M ALL-�WlRiNG
STARTERS WILL be I (IN AccoROANCE WITH NEC, RF-(2uiFzF-M'F-NTS) -EXCEPT'As
WSTALLEb'By THE ELeCTRICAL�
SCALE: E4
ReauiRev FOR'OTHef TRADES AND As RFauiRev . Z 2 0
TANK MONITOR OETAIL
CONTRACTOR., NONE 02
:3 APPLIANCe INSTALLATIONS,
t'TH F I- Ni Re ELECTRICAL IN�TALLATI.ON SHALL TH A, SINGLe CONDUCTOR CA COMPLY IN I 5LeS'5HALL.- be USED FOR 'FEEDERS AND,
0 MC
G. THE ELECTRICAL CONTRACTOR HALL MAKE ALL'FINAL- CONNEC-
THE NATIONAL ELECTRICAL- CODE, BRANCH CIRCUIT WIRING (EXCEPT WHERE AC,�AN CABLE 15
T MENT, AS ReauIREV. PROVIDE FusEo OR UN-
IONS To Eauip 0
USE UNLESS
0) MINIMUM SIZE WIRE SHALL BE it 12 AVVd
Ld <
Fuseo 0 1 SCON N eCT SWITCHES, As ReaUiRep By NEC, AT ALL
Ai- BE N I, w
E . I- PRODUCTS SHALL, OTHERIN I Se INDICATED AND SHALL 15E Sizeo To CONFORM To
NORMAL. NEC VOLTAGE OROPS,� WIRE Sizes .# 10 AWG AND MOTOR LCCAT I ON.5, WEATHERPROOF TYPE IF NOTED OR ReaujrReO. >
(n SHALL Be
T I ON: SMALLER OO v, 8 AING ANO LARGER ,SHALL, Be LLi
2, DemoLi <
11 1 . I -f'
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CONTRACTOR HA L., REMO` Y�ANO L_L_ ODSOLETe, U)
A, TF ve, N A
5
B. FeF_OeRS'AN& AL -L WIRING IN' M'OIST'OR WET'LOCATIONS Reo
5HALL'Be 600 VOLT CODE; Aux. JUNCTION DO> -H A 'CNOUIT,� OR UNbeR T14e SLAB FRom CUSTOMER PROVIDED U
UNUSED OR eUNNECE$SARY, ELECTRIC TEMS SUC
UNOeRGROU,NL Q�
BOXES, ITTINGS, WIRE, LIGHTING FIXTURES,', TC' 'AN
INTERCOM SYSTEM (MUST
TYPE THHN-THWN, BRANCH CIRCUIT WIRING IN DRY CD
Y
�5HALL Be r R mo�vAL RUN WIRE IN EPARATE LLJ z
THE BUILDING
GRADE# I Uj
CONDUIT WYSEAL-OFFS) <
AN6APPRov.eb" BY JHe QwP4E AND SHf LL Be VOLT Cove Type THHN-THWN.
SU N THE INTERIOR OF' F
-H ItI5M,5:INTENbEQ FOR, SUCH 9 LOCATIONS,, A5ovF PEAKER
COMPL.ETELY VeRIFIE R <
6igig
ENGINEER,
0� V) V)
0- C. WIRING To Rec�.SEo RACEWAYS
TRICAL: aUIFMENT HA UST, e
5.1 AN Y EX I ST I NG ELECI T�.M SHALL BE TYPE THHNI #12 AWG MINIMUM,
q, 7v�
A I P S R
:. O EACH U S FN
4
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o _
. ,., E.G. ` TO ;PROVIDE RACEWAY
R M TH
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A� SHOWN FOR
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PHASE I
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- . I I I . 11 . �
LOAD � I *
GKT
1
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TOTAL CONNECTED LOAD (VA) 11.6 1 5. a 1 9.1 8.58
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I .
1-�F �
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r 11 11 KITCHEN E(2UIPMeNT 1 105840 x � 65%, . I I WT
. . = I
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1-1
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MONEY OR 0 ' eR iMACH I NE .
� 300 . I
1
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20
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200 RUBY UPS ' �� 1
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11 � I I I I I I I � . I I I . . I �. I I . : I I 1, � . I I
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I
.
UPS :.. . �11 .. 1
�
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1 1
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300 COMPUTER ' I s I I I I . I .
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'F
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., 11
I � . .. I . I I I I I �
I � I . ' � I . I I � ! � ' - � '
. I LIGHTING � 57820 x 1 125% 'L - WATTS
I
SCANNER�/COPIFR ,., I I
100
1
20 .
1
" '� 600
20
1
I .
: (C ''r � I , t� .
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6
1
4 . ,
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1 172275
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4 .
/
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SAFE , ' ' . - .
.
I I 0
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1 .1 I - .
. 20�
r 360 -
,
20
1 1
. I - I I , �
350. Ga-BARCO CONSOLE ''I � I I
8
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11 Ir I . RECEPTACL-es 5680 , X � *100% . . - . r . I . 5680 WATTS � .
. I
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RU , t�Y,UPS " I .1 �
I I
1200
1,
, 20
. 440
20
1 4
I
240 1 1) I ISTRIDUTION CONSOLZ .�� ,,r I � 1
10
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11 � �, "'t , "..�,��',', :�' ,,,
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I I
I
TOTAL LOAD FOR PA N I- L_� (VA)
I
RE- - �
SPA I
,,, I
I
� 0 I
1
20
. I
100 ,
� I
15
.
1
I "..
100 , TL5350 TANK MOM TOR . . 1
- -
12,
I
SPACE �. ,, , � �
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I
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=
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: 0
4
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I I
SPACE . . r
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114
14
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OTHER I . 14700 x 100% z . 14700 WATTS
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. . SPACE I . . I . I I � r I
-
18
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: , � I - Ld I , . I I . I . . � I � � 11
L � , . ,,, �� : .1
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4 � I . PUMP EQUIPMeNT . 13200. x 85% - 1 11220 WATTS
. I . 1 4 1 �
I
. �
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TOTAL L.OA V PER PHASE (AMPS) I
� �
0
.
I
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SPACE _ . I �l
� , :!,� �
20
.1 I , �. L " , � . . , I ' MAI N'BR5AKER (BACKFED) . 1. I � 30
, 1 19
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� .rl .. : I HVAC,EOUIPMENT . 63360� X 100% - S
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TOTAL LOAD FOR PANEL (AMPS) ------,/
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, LOAD DescR iPTION
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� , . � TOTAL CONNECTED LOAD (VA)F 2500
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6.9 TOTAL CONNECTED LOAD (AMPS).
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DISPENSER RI W I NG -STANDARD :TABLE
W, A, BROWN TERMINAL.
STR I P LABEL
PI ELD ' W I RE COLOR
CODE (PROP05ED)
DESGR I PT I ON
H
BLACK
HOT WIRE TO MPQ (120 VOLT)
N
WHITE
NEUTRAL WIRE TO MPD
HL
BLUE
HOT WIRE TO MPO TOPPER LIGHTING
- I
YELLOW
PUMP #I AUTHORIZATION SIGNAL,
BROWN
PUMP #2 AUTHORIZATION SIGNAL
3
ORANGE
PUMP 93 AUTHORIZATION SIGNAL
4
RED
Pump $14 AUTHORIZATION SIGNAL
GROUND BAR
GREEN
GROUND WIRE FOR MPD
Imrvlclnnl nvl:.. i. I , i
BE SURE ALL POWER 15 OFF BEFORE ANY -� '
WORK IS PERFORMED! KEEP LEAD
LENGTFIS AS 5HORT AS POSSIBLE REF: FIPS i i i -- i r----------------""'�
PUB 44, 5EC. 4.5. "SURGE ARRE5TOR5"
'...THESE OEVIC" MUST 6E CG"NECTEO TO THE PROTECTED
CIRCUIT WH SHORT CONoucrGR5 NO MoeE ; , " --'--• V)'
THAN 10 FT. OR 50 IN LENGTH.'
RECCMMENOEO WIRE 51le 15 •A AM '
THEIN Cu.. oM,16 TO NECREWIREDBUILDING/5AFETY GROUND
Lu r------------ - �= c
: r --------.------
PILOT LIGHT IN REMOTE
I I MOUNTED CASHIER CONTROL
CENTER. -
I I
PROTECTION
„
MODULES 6
'c G - ------1 '
I
- - ALARM OWPUT i i TERMINAL STRIP LOCAW
- "TACT$ 9611 •6 IN OISPENSER/PUMP CONTROLS
o 0 0 0 0� SEC1Ig1.
BROWN NC
aoaaa
/.
„ .. CReW9 S FOR LIGHTINp
..MCRIOR LIGHTS ,,' R ITCH
P LIW EMOTE DYPASB SW
,,.,,....NOTES. � ,. ON iuir .- t ,. SURGE DIVERSION MODUL .
,
NOTES:
SUBMERSIBLE PUMP NUMBERING STANDARD
PUMP NUMBER
SERVES
PUMP #I
IIUNLE'ARED #.IH SUBMERSLBLE PUMP
PUMP #2'
"UNLEADED 142N SUBMERSIBLE PUMP
PUMP #3
"MID -GRADE" SUBMERSIBLE PUMP
PUMP #4
°PREMIUM° SUFSMERSIBLE PUMP
- INSTALL THE SOM AS SHOWN WITHIN 10 FT. OF THE MAIN DISTRIBUTION PANEL THROUGH A 60 AMP,
3 POLE BREAKER, 1$4 AWG.
2 - PLUG IN THE '3 L -N MOOULES AND THE N/G MODULE TO THE SOCKETS
3 - WIRE THE ALARM OUTPUT CONTACTS TO THE TERMINAL STRIP SHOWN FOR CONNECTION YYITH PILOT LIGHT
IN THE CASHIER CONTROL CENTER. (SEE DETAIL 7)
4 -SWITCH THE 60 AMP BREAKER TO THE QTS POSITION.
aaa as z.
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-♦. f. , .. r . . .. ,1111 u. .n . .. . i -.. 1111 nr ,. ... .. _.. .. _.._: _ ... _^__.�.' , : _ .. _. f.. ..,, _ �_.. �_�.h.—_cam � 1_. �—�,.�. ,._.
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WATER
SUPPLIED INSTALLED MANUFACTURER MODEL EL. DATA CONNECTION
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COFFEE RE
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AMERI AN METALWARE ' P-300 240V ; 5KW 21A 1 4" INLET
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GRIND MASTER 190 115 -VAC 60HZ 8A 1/4' INLET .
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PANASONIC NE --1257 120V 60 17.8 A
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14 X20 X31
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RT
RT
REMCOR _: ED200B 115 V 60 HZ 18.6 A 3484 INLET DRAIN
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24-12 21-1/2'
RT
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MANITOWOC .' - QY-0494N 11.5'V/60 H2 1 A 3/8- INLET DRAIN
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L
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RT
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MULTIPLEX
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RT
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REACK .lN REFRIGERATOR 9 la
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CONTACT MARY ANNE RANDALL-770-729-090.2
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IIIIII;I� .............. I. . . . . . . . . . . . . I TiCATION NO: 11 -20-30-300--0260-00,00 TAX IDEN Ibeam with 1- # 5,Conflnuovs score block painted Ito match building finish. IIBLVD
#6 cell veytical in concrete filled I1whe re n,icate,d on plan. ICo /2" Thick Expansion Joint -fir Thick 3 16 PSI Concrete 10 20 40 Ith fibermesh & 6 x 6, 1 0/1 0 IN TWWM over compacted fill. IISITE x 16" Concrete footing with II2 S.
ILAKE MARY I%K BOULEVARD Dumpsler 111vc-5111 Section SET 5/8- IRON
3Q6.,09, S 25'30 00 W SHANNON #4671 N. T. S. NOT -rn SCAI F ILE GEN] D RQ N INDICATES EXISTING ELEVATIONS
TOB <:M>- PROPOSED FINISHED GRADES TT -5- 01 -6 SPOT ELEVATION AT FINISHED GRADE TOB --MEW IT011 INBICATES TOP OF STRUCTURE 7 EX. 6' CLF IIN ICATES FLOW LINE ELEVATION 0 1 1/2" WATER LINE TO EXSTING.SERVICE OR WELL diameter �teel bollards 1- #5 in concrete
0 A FA4.6w I I" WATER LINE FOR IRRIGATION CO Ith concrete fill typical . . . . . . . . . I If four. �,ANIT�IRYS&Vg% TO EXISTING SANITARY SEWER TOS b AN H IIT,2 X 6
X 9, I teel
U, Ong s es set In concrete. BURIED ELECTRICAL SERVICE FROM NEAREST EXISTING CON C. W L Li UTILITY POLE
-.t TELEPHONE SERVICE FROM NEAREST TELEPHONE POLE RUN X UNDERGROUND IN CONDUIT X
(0 INDICATES CONSTRUCTION JOINT (SEE DETAILS ON SHEET PS -1) 0 00 4 - NDICATES SAW CUT (SEE SHEET PS -1) EX, 6' CLF
4 0 1 z
5 ressure treatpd wood 0 4.f 4 4 gates - board on board TCONCRETE CURB (SEE SHEET PS -1) with galvanized hardware. Typical of four. DISPENSER NUMBER
P, DISPENSER PRODUCT I.D. P RACETRAC SERVICE STATION D'Impster -Enclosure 11-11'an
5' 5' IWT.& 3040 sq.ft. TELEPHONE (SEE SHEET PS -1) 0�
WEATHERPROOF ELECTRICAL OUTLET 00
HOSE BIBB LOCATION 80, 75' 6 94 AREA LIGHT LOCATION (SEE ELECTRICAL SHEET FOR DETAILS) 23. x5-2" wooded t
I(4 Typ.) REVISION INDICATOR 8 SQ. FT. LOGO SIGN Pf-P. HIGH POINT I0 INDICATES PROPOSED CONCRETE AREA I RE', IrM, I I � ^00 [JO PROPOSED, AIR/WATER STAND, AND TRASH CAN. (SEE SHEET PS -1) 4. DUMPSTER 4 13. P. * BUMPER POST (SEE SHEET PS -1) 1 O' WIDE T.O.I. ELEVATION AT TOP OF ISLAND. CLEAR EXISTING ELEMENTS ri ACCESS 91 Compacted soil --I sher run ba,\- 61, conc. with j INDICATES BLACK CONCRETE AREA E 0 6x6 wire P.P. POWER POLE RIBU 0 std. proctor. 4 30' 1 2' FIC 60' 11 2 O' 25' compacted to 95%
TM.H. MANHOLE Dumps S.S. SANITARY SEWER ler Dclosue S.P.M.H. SUBMERGED PUMP MANHOLE R=5' Froj- D.I. DROP INLET
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N.T.S. `5T( SIQN R=5.5' NOTE DUMPSTER SCREENING TO ALLOW 10' WIDE CLEAR ACCESS 247,� STOP BAR, 9) PAVING NOTES 0 TRAINED. SITE DATA 1. CONCRETE AREAS To 6" THICK 3500# AIR EN W/FIBER MESH, MAXIMUM THAN 1 5,' 25' 32.2,5' 32.25' 32.25' VAPOR RECOVERY 0 ON SITE 1 5' 1.41 AC
A Al I (1nKIr10C'TC' Tn DC' IA/r)nn M nATI717 CTUM TOrMAIM UnEASEMENT .30 AC
C\I
FINISH TO BE LIGHT, SOFT BROOM FINISH. AREA OVER TANKS TO
'THICK 3500# W/ REBAR AS SHOWN ON TANK PLANS.
UT R M GROSS ACREAGE 1 .71 AC
BE 8"
60 R 5,000 G L.
ON TOTAL 1.41 AC 100%
0 0 1-0 PRE DEVELOPMENT 2. CONTRACTOR TO SAW CUT CONCRETE ACCORDING TO DETAIL
ANOPY REGULA ON SHEET PS -1 SO THAT NO AREA REMAINS LARGER
IMPERVIOUS AREA 0. 08, AC 5.7%
- - - - - - - W - - - - - - - PERVIOUS AREA 1.33 AC 94.3% THAN 15' X 1 5'.1
2,000 6A, bN, 'ARM 27) yl POST DEVELOPMENT
IDW I' ON U6 57 cc> 0 OA' IMPERVIOUS AREA 0.82 AC 58.2%* 3. NOTIFY OWNER 3 DAYS PRIOR TO POUR OF INITIAL
SH'' #4671 48 FT. L,bGo si SECTION OF DRIVEWAY PAVING.
N
48 SQ, F PLt - jSI PERVIOUS AREA .059 AC 41.8%* LOGO I Ln
G r TOTAL 0.30 AC 1007. RACETRAC REPRESENTATIVE TO APPROVE INITIAL POUR.
OFF SITE (EASEMEN*
0 0 0 0 12,000 6 Tn -RmnPI AqTIr FY(PPT 0 I r1mr- im -NnL , r -k rr 1 4 Al I PA\lFhAFNT MARVIM(� AF THP PAPVIKI(-
F%F_jVIVVtAI_ Or r -Al N lr-- V L F_
5(Y NG SE.TPQK TAL PARKING SPACES PROVIDED: 16 SPACES SIGN NOTE:
BUILDI TO PAY TELEPHONE SQ.F 1. PRICE/LOGO SIGN LOCATION AND HEIGHT TO BE FIELD VERIFIED BY POLE SIG SEE - -SK. PS_ --l_ I HANDICAP.AND 15 EA. 10' x 20' -ONsTRUCTION DEPARTMENT AFTER SITE C-4 ITOP OF S -NTAIL 2 RACETRAC PETROLEUM 5' TO I 'N R=25' 15 CLEARED. co
IRON RECOVERED 1/2
IPL5 #3700 1 2. TOP OF SIGN FOOTING ELEV. 50-00 > 0 P. V LitPIT-(SEE DETAIL 12 z TER STAND SITE BENCH MAR� I < (10
__5F;� _D-ETA4L-- 4 --SH. 5-1 R.R. SPIKE IN POLF
SH. PS -1) (TYP) 'I ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS IA I RVWA DIMENSION NO -FES: 0
LE AT 0.26 OTHERWISE NOTED. 05 1 POUT -OF- BEGINNING 2. ALL BUILDING LOCATION DIMENSIONS ARE TO THE FACE 0 a� 'RACE -TR CONTRACTOR TO COORDI�ATE I 0 V-)
A ------- 12.34 WALK I5/tr. RM &iMRQNI STOP SIGN & 24" STOP R OF THE BUILDING. W 'NWH OF 0 tMT 0 .(3 WITH POWER COMPANY �OR THE
58C4 R 12" WHITE THERMOPLASTI RELOCATION OF EXIS11N0 POLE.
NOT S:
(_-) ( -0
-7 91.5' PEDESTRIAN CROSSING :N6 �, =7-, I I SE P TH T RIGHT OF WAY LINE < W
;,IRO 0 OF STATE ROAD 15 AND 600 AS BEING N 25�30'00" E. I2K_ Z I'
50' ry $HA,N"t ELEVATIONS BASED ON SEMINOLE COUNTY BENCH MARK W 0 >_
'WHIJE THERMOD 57' 12" LASTIC NUMBER 2606001, ELEVATION = 48.503, N.G.V.D. 1929 DATUM.
TMAN CIR08�ING I S IN ZONE "C". PEOES < n co
62' 19 UNDERGROUND UTILITIES WERE NOT LOCATED. (VERBAL LOCATION ONLY) �z 50' 199, ICONCRETE ZONING TO 8 DESCRIPION WRITTER AT TIME OF SURVEY. SURVEY PREPARED WITHOUT BENEFIT OF TITLE WORK,
E GC -2".
ULD[ PROPOSED EDGE 0 F PAVEMENT LHE POL E 4' -RAVED t)MO 'OMMUNITY PANEL NUMBER 120294 ACCORDING TO F.I.R.M. T 0
it0005 B. DATED SEPTEMBER 17, 1980 THE DESCRIBED PROPERTY
00
UTILITIES WILL BE PROVIDED AS FO
LL S:
pA ED S_ oULDER 0) 0
KE� R OUL 0 TO VARD CURRENT ZONING MAP INDICATES THE SUBJECT PROPERTIES CURRENT i, 0. .0
EXISTING EDGE OF PAVEMENT
W TWWO RM E II6" WHITE THERMOPLASTIC 'SAW R=5729-65'
CUT 7 7 E 0*30'010 0
0
� :R G WA Y UIN NGRASS MEDIAN
W1 N DE), 17-92
HGHWAY
S IIC 4.rTER""�-,,:� IN ''WN '/W "A _T I........... . . . . . . . . . . . . . . . . . . . ................... .............. ............ . . . . . . . . . . . . . . . . .
WATER WILL BE PROVIDED BY CITY OF SANFORD - THE UTILITY INFORMATION WAS SUPPLIED BY CITY OF SANFORD
M
SEWAGE COLLECTION WILL BE PROVIDED BY CITY OF SANFORD ENGINEERING DEPARTMENT. (407) 330-5673
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PROPOSED INGRESS/EGRESS EASEMENT:
F I \ t- Lj L_ V L_ L_\_1 r IVI L_ 1 14 1
MPERVIOUS AREA
0.02 AC
6.7%
SPACES WHICH MAY BE FDOT TRAFFIC RATED PAINT. ALL
PARKING SPACE STRIPING TO BE 6" WIDE.
THAT PART OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST,
RACE-TRAC SITE DESCRIPTION: SEMINOLE COUNTY, FLORIDA; BEGIN AT THE WEST RIGHT OF WAY
LIJ
PERVIOUS AREA
0.28 AC
93.3%
0
�7
THAT PART OF SECTION 11, TOWNSHIP 20 SOU TH, RANGE 30 EAST, SANFORD GRANT 1159.Yl FEET NORTH ALONG WEST RIGHT OF WAY LINE
WEST RIGHT
SEMINOLE COUNTY, FLORIDA; BEGIN AT THE OF WAY FOR THE POINT OF BEGINNING; THENCE.RUN N 64'30'00' W A
'THE
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LINE OF STATE ROAD 15 AND 600 AND SOUTH LINE OF THE DISTANCE OF 116,05 FEET TO THE BEGINNING OF A CURVE, CONCAVE
0
POST DEVELOPMENT
SANFORD GRANT 1215.06 FEET NORTH ALONG 'NEST RIGHT OF WAY LINE SOUTHER Y, HAVING A RADIUS OF 2-00.00 FEET; THENCE RUN WESTERLY
"THROUGH
11
FOR THE POINT OF BEGINNING; THENCE RUN N 64'30`00" W A ALONG THE ARC OF SAID CURVE A CENTRAL ANGLE OF
Uj
DISTANCE OF 95.14 FEET TO THE BEGINNING OF A CURVE, CONCAVE 37'20'17", AN ARC DISTANCE OF 1,30.33 FEET TO A POINT OF REVERSE
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- - - - - - - - - - - - -
- - - -
-
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ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF THENCE RUN WESTERLY ALONG THE ARC -OF SAID CURVE THROUGH
IMPERVIOUS AREA
0.09 AC
30.0%*
43*02'30', AN AUG DISTANCE OF 150,24 FEET TO A POINT OF REVERSE A CENTRAL ANGLE OF 07-11V58', AN ARC DISTANCE OF 25.54 FEET.
I21
ITHENCE
CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 200.00 FEET; THENCERILIN N 25'30'00" E A DISTANCE OF 37.08 FEET TO A POINT
(Y
RUN WESTERLY ALONG THE ARC OF SAID CURVE THROUGH ON A CURVE, CONCAVE NORTHERLY. HAVING A RADIUS OF 200.0o
9
PERVIOUS AREA
AC
70.0%*
1. ELEVATION AT BOTTOM OF FASCIA TO BE
THENCE RUN N 25,30'00" E A DISTANCE OF 306.09 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
RUN S 64'30'00' E A DISTANCE OF 237.66 FEET TO THE AFORESAID 0011'08", AN ARC DISTANCE OF 32.06 FEET To A POINT OF REVERSE
48 SQ. FT. LOGO
SIGN
WESTERLY RIGHT OF WAY LINE OF S ' TAIE�ROAD 15 AND 600, SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 200.00 FEET;
PARKING CALCULATIONS
2. TOP OF COL. FOOTING ELEV.=-51.20- - - -
W
HAVING A RADIUS OF 5804.65 FEET; THENCE FROM A RADIAL UEARING CENTRAL ANGLE OF 43�02%30% AN ARC DISTANCE OF 150.?4 FEET;
THENI�E,RUN S 64'�VOW E A DISTANCE OF 9.5.14 FEET TO THE AFORESAID OF S 68*18'28 E RUN SOUTHERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 011 1'32" AN ARC DISTANCE WESTERLY RIGHT OF WAY UNE OF STATE ROAD 15 AND 600; THENCE
TANK NOTES
RETAIL STORES: 1 SPACE FOR EACH
200 SO. FT.
'
OF 120.79 FEET. THENCE RUN S, 20'30'00" W,A DISTANCE OF RU4 S 20*�O'OY' IN ALONG SAID WESTERLY RIGHT OF WAY LINE A
112.34,FEET TO THE POINT OF PEGINNING. DISTANCE OF 32.51 FEET; THENCE'CQNTINUE ALONG SAID WESTERLY,
CONTAINING 61,254 SQUARE FEET OR 1.40'§ ACRES RIGHT, OP WAY LINE S'27'50'37* W A DISTANCE OF, 2103 FEET TO THE
CONTRACTOR
TO COORDINATE
CURB EXPANSION JOINTS
P 1
CANOPY
CONTAINING, 13,094 SQUARE, FEET OR 0.3d(>ACR�S
YELLOW
OF BUILDING FLOOR
AREA
E:
1 . TOP OF TANKS _46.36
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SEE DETAIL 5, 6 & 7 SH. PS_
DBL
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REQUIRED PARKING: 'I * 3040 SQ FT
200 15,2
2. TANKS AND PRODUff ��IIWG TO BE INSTALLED PER N.F.P.A. 30.
F%F_jVIVVtAI_ Or r -Al N lr-- V L F_
5(Y NG SE.TPQK TAL PARKING SPACES PROVIDED: 16 SPACES SIGN NOTE:
BUILDI TO PAY TELEPHONE SQ.F 1. PRICE/LOGO SIGN LOCATION AND HEIGHT TO BE FIELD VERIFIED BY POLE SIG SEE - -SK. PS_ --l_ I HANDICAP.AND 15 EA. 10' x 20' -ONsTRUCTION DEPARTMENT AFTER SITE C-4 ITOP OF S -NTAIL 2 RACETRAC PETROLEUM 5' TO I 'N R=25' 15 CLEARED. co
IRON RECOVERED 1/2
IPL5 #3700 1 2. TOP OF SIGN FOOTING ELEV. 50-00 > 0 P. V LitPIT-(SEE DETAIL 12 z TER STAND SITE BENCH MAR� I < (10
__5F;� _D-ETA4L-- 4 --SH. 5-1 R.R. SPIKE IN POLF
SH. PS -1) (TYP) 'I ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS IA I RVWA DIMENSION NO -FES: 0
LE AT 0.26 OTHERWISE NOTED. 05 1 POUT -OF- BEGINNING 2. ALL BUILDING LOCATION DIMENSIONS ARE TO THE FACE 0 a� 'RACE -TR CONTRACTOR TO COORDI�ATE I 0 V-)
A ------- 12.34 WALK I5/tr. RM &iMRQNI STOP SIGN & 24" STOP R OF THE BUILDING. W 'NWH OF 0 tMT 0 .(3 WITH POWER COMPANY �OR THE
58C4 R 12" WHITE THERMOPLASTI RELOCATION OF EXIS11N0 POLE.
NOT S:
(_-) ( -0
-7 91.5' PEDESTRIAN CROSSING :N6 �, =7-, I I SE P TH T RIGHT OF WAY LINE < W
;,IRO 0 OF STATE ROAD 15 AND 600 AS BEING N 25�30'00" E. I2K_ Z I'
50' ry $HA,N"t ELEVATIONS BASED ON SEMINOLE COUNTY BENCH MARK W 0 >_
'WHIJE THERMOD 57' 12" LASTIC NUMBER 2606001, ELEVATION = 48.503, N.G.V.D. 1929 DATUM.
TMAN CIR08�ING I S IN ZONE "C". PEOES < n co
62' 19 UNDERGROUND UTILITIES WERE NOT LOCATED. (VERBAL LOCATION ONLY) �z 50' 199, ICONCRETE ZONING TO 8 DESCRIPION WRITTER AT TIME OF SURVEY. SURVEY PREPARED WITHOUT BENEFIT OF TITLE WORK,
E GC -2".
ULD[ PROPOSED EDGE 0 F PAVEMENT LHE POL E 4' -RAVED t)MO 'OMMUNITY PANEL NUMBER 120294 ACCORDING TO F.I.R.M. T 0
it0005 B. DATED SEPTEMBER 17, 1980 THE DESCRIBED PROPERTY
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UTILITIES WILL BE PROVIDED AS FO
LL S:
pA ED S_ oULDER 0) 0
KE� R OUL 0 TO VARD CURRENT ZONING MAP INDICATES THE SUBJECT PROPERTIES CURRENT i, 0. .0
EXISTING EDGE OF PAVEMENT
W TWWO RM E II6" WHITE THERMOPLASTIC 'SAW R=5729-65'
CUT 7 7 E 0*30'010 0
0
� :R G WA Y UIN NGRASS MEDIAN
W1 N DE), 17-92
HGHWAY
S IIC 4.rTER""�-,,:� IN ''WN '/W "A _T I........... . . . . . . . . . . . . . . . . . . . ................... .............. ............ . . . . . . . . . . . . . . . . .
WATER WILL BE PROVIDED BY CITY OF SANFORD - THE UTILITY INFORMATION WAS SUPPLIED BY CITY OF SANFORD
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SEWAGE COLLECTION WILL BE PROVIDED BY CITY OF SANFORD ENGINEERING DEPARTMENT. (407) 330-5673
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PROPOSED INGRESS/EGRESS EASEMENT:
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THAT PART OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST,
RACE-TRAC SITE DESCRIPTION: SEMINOLE COUNTY, FLORIDA; BEGIN AT THE WEST RIGHT OF WAY
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UNE OF STATE ROAD 15 AND 600 AND THE SOUTH UNE OF THE
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THAT PART OF SECTION 11, TOWNSHIP 20 SOU TH, RANGE 30 EAST, SANFORD GRANT 1159.Yl FEET NORTH ALONG WEST RIGHT OF WAY LINE
WEST RIGHT
SEMINOLE COUNTY, FLORIDA; BEGIN AT THE OF WAY FOR THE POINT OF BEGINNING; THENCE.RUN N 64'30'00' W A
'THE
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LINE OF STATE ROAD 15 AND 600 AND SOUTH LINE OF THE DISTANCE OF 116,05 FEET TO THE BEGINNING OF A CURVE, CONCAVE
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SANFORD GRANT 1215.06 FEET NORTH ALONG 'NEST RIGHT OF WAY LINE SOUTHER Y, HAVING A RADIUS OF 2-00.00 FEET; THENCE RUN WESTERLY
"THROUGH
11
FOR THE POINT OF BEGINNING; THENCE RUN N 64'30`00" W A ALONG THE ARC OF SAID CURVE A CENTRAL ANGLE OF
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DISTANCE OF 95.14 FEET TO THE BEGINNING OF A CURVE, CONCAVE 37'20'17", AN ARC DISTANCE OF 1,30.33 FEET TO A POINT OF REVERSE
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SOUTHERLY, HAVING A RADIUS OF 200.00 FEET, -RIENCE RUN WESTERLY CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 200�00 FEET:
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ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF THENCE RUN WESTERLY ALONG THE ARC -OF SAID CURVE THROUGH
43*02'30', AN AUG DISTANCE OF 150,24 FEET TO A POINT OF REVERSE A CENTRAL ANGLE OF 07-11V58', AN ARC DISTANCE OF 25.54 FEET.
ITHENCE
CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 200.00 FEET; THENCERILIN N 25'30'00" E A DISTANCE OF 37.08 FEET TO A POINT
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RUN WESTERLY ALONG THE ARC OF SAID CURVE THROUGH ON A CURVE, CONCAVE NORTHERLY. HAVING A RADIUS OF 200.0o
A CENTRAL ANGLE OF 09'11'08" AN ARC DISTANCE OF 32.06 FEET; FEET, THME FROM A RADIAL BEARING OF N, 08-21'22" W RUN EASTERLY
THENCE RUN N 25,30'00" E A DISTANCE OF 306.09 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
RUN S 64'30'00' E A DISTANCE OF 237.66 FEET TO THE AFORESAID 0011'08", AN ARC DISTANCE OF 32.06 FEET To A POINT OF REVERSE
WESTERLY RIGHT OF WAY LINE OF S ' TAIE�ROAD 15 AND 600, SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 200.00 FEET;
POINT BEING ON THE ARC OF A CURVE, CONCAVE NORTHEASTERLY, THENCE RUN EASTERLY ALONG THE ARC OF AID CURVE THROUGH A
W
HAVING A RADIUS OF 5804.65 FEET; THENCE FROM A RADIAL UEARING CENTRAL ANGLE OF 43�02%30% AN ARC DISTANCE OF 150.?4 FEET;
THENI�E,RUN S 64'�VOW E A DISTANCE OF 9.5.14 FEET TO THE AFORESAID OF S 68*18'28 E RUN SOUTHERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 011 1'32" AN ARC DISTANCE WESTERLY RIGHT OF WAY UNE OF STATE ROAD 15 AND 600; THENCE
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OF 120.79 FEET. THENCE RUN S, 20'30'00" W,A DISTANCE OF RU4 S 20*�O'OY' IN ALONG SAID WESTERLY RIGHT OF WAY LINE A
112.34,FEET TO THE POINT OF PEGINNING. DISTANCE OF 32.51 FEET; THENCE'CQNTINUE ALONG SAID WESTERLY,
CONTAINING 61,254 SQUARE FEET OR 1.40'§ ACRES RIGHT, OP WAY LINE S'27'50'37* W A DISTANCE OF, 2103 FEET TO THE
P61NI OF BGINGE
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CONTAINING, 13,094 SQUARE, FEET OR 0.3d(>ACR�S
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