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Home My WebLink About3001 Orlando Dr 20585 New construction Chevron✓ �s t •� i (fY�i��';:1'`j. _._.�.._-RESIUEN IAt LF 0:- OWNE {�i Corr , LEGAL P -lt•F1I'T FEE I AN A ALL IN ES. 4- EX161.OVW0. AIRPORT BOULEVARD ��ONORA ROAD.) naN 1,,.INIC ti _ - - ._ F,jsIN kP...CZC7Ac tl .lncA1 W;1"� ti�PI1,U„� ,CI4 ;T C..frrcll�►� EXISi� GonIG , U /i i �,.i VCR L� F tU UT - >w) j RUA04C Ell ST, �Ic,Ia r o►�. � 1 � =� � i I To C�C An �.ti �a , a / , /,� '%(:ii E NE01 A11UWATEk y' Zy„ env 11 _ r If W. f, C�iCI t , 2�' P GA 1� //_.._.. + , i o;� Q 20 ►s �� r %/ Rai 1►J '� _ _ ,.M .. 6 S8 9 4 1 3 I� a7. _ / 1=Xt a,% �._ . ,. A Ii Y_AI-�E D uJ Q' WMLT fZA I'r Ymetk TO / N QN A6 Pd IAL.1 , `>GT ia(0 kd L I h.i.aI` � 1'; �. C I [ f_I 6),� '! t*1�:d 1y� ANi7 ['�1Vit�C�' EX161. 4\6P. I\0 PAV1A1C� -- �tl� .h,� O REMOVE CX1'-T Tc� i . V } i Uri. CL rk J O (r I». C� � _. iT'L. h l f, J. NEW I"'Nf " _ I`AM L 44WLT , 1 qa• 1411Vil AAAIN LIN)CT�1�E`h�/trr•'� nt- _l 1' r /Alv' \ 0) l I t n , _ 1 V' ii G. �.J' "G GJ� I� Ou �!� hi �� , NEW 1 t N TK. Llt�l+, � ,# o� CA16T, UUIL.I" ) W* C_AK)0Ir,.ri I. - �L t1� . F.F. EL, A(9ti(17 PUAA I �, . �.� �aa ANr) ALL ' - � � \ 7.00 ��c, FT. N/ ; , 4 , m_movE �xl�)i. ��ns,c tilt , �.�, , F�I~I.b,T �1E A) I 17 �r r 'P1 I � � IZr_'/�!\C)+�1 . XIf�%' �3 'tJ ; ELE �i"yXAt._ E �CLOAj;.) V(! aTL, CANQ?e" _ , (0 r /� ._._ •. -� .' I"va + d-. rU E 4�! I _ . U T' I L I Tlr INA is 1 E Z" x /a - I.I1R1 I q 4Y6AM. .. UN Ca X 7•ia" �7►JG. 'Ar> q" 1 F�K, 1�+ i�LL - - -- - I - - - f .. i I I MUCK 4)19 VNUL`i I ! I u.c,. ELCcti A' � a is P �' tV d ( �,' r, V+1 TO VIC CAI U! f f�I IE L) t. II'w��A �. C� �. I�1 l L. 1 , ! NEW gyp �&N rrAtZ>' ! R sThll a COUN`rr Zr_44 A COW , i ' c I .o � 17 _ IL �"3 Ua, ,.. \ - � � �, � , � � R�4 i(1LT - 1 EXl�a'71�� !l?lf( rA�) ,1/ IC x I I I V GW LIPJ 6I ��! IvXA /o hIT!(' AkK11JE SY, I I I r .' t=X15�, CA t C hf QEMCt lI., 1,`�J tiYT I "� �rAC�1'�l TO IZEGI VE = XI�aT,:VC I4tGy '• I,� ptJr�i',- E._. _ � C' , �P6 L l T 1 ��M �' F" H� 14f� Y 1. '� l�•aIlk fl� (d`rr . e, . /� / 1 V / ,Z AS DUI V.. __� o cv �. IVEw I+noA1rY0YJ��r_� 7=-----_ Q o �__ � f � N� i I I I k\ � F. - - --. - -' N WELL 12 r a; Io o1I i .aA�JI l_IP I II _NEW `l�i�r} TANK.. & tD�,, NFIEL I I I :s` COVE) ( iI 5- -., L 1 L� N T 1 I I I `�� I I 4i / r I.lE�P1(�" + W5. � f�i I I p (I I rIt;L�. hh �I ' T. 2" I REAK 6 M AU LWI r EXI ST, F U �.L Tir ;, 3 PAD � ! EX14il (A' � v E r� KEG I Ci) TO RMAM1 �� ANU i��)�rtY 40. CATCH 15A611\1 k uUa c �vj TiPE `C ° 1N LE r A a1 --- . w/ ifCArlrf �C GKFLir '� j _.- -_-. .. ,/�1 ,� � 1 `' . - —g q• 5 : .:1: 5 � w r EXt �� i� TE l� r�rrcj,�ll~ '�. � � cZEM Uv � it I � �i: Esc 1 hY f � R. AM ��1 �. � ti �'1` E i� 1 �� '; �. � /� I 't' � „ �T � Ck7�+ ,AI1bT'. _.. a �J�1Ca / �X EXI,C, G CISK , EXI , 1 -fC� r:E `'�IGi J ijl'�P S 1L Ac ,lAt�. �Lti=I<� LIL�hr _-.' CA`I"G:FI tAl; vl� EXIST. OVI1G, f�EPAt J ty Yoh tR --�' � <� P��f F � � r � PUWEK LIIJE POLE � �A.�a,�,�� TILL• I>� t7 f��.r FXIS[. r�l-yju) a r` �CfZU1C 5 i? C- IAA A t Q A N P bkE V4 t C" s T!:i i'el }t�4 R� L uG7. .. E X16T. I SITE 1+- CG PLANS PREPARED BY: �Q f B ENGINEERING r P.O. BOX 5468 LAKELAND, FLORIDA . . r. U�w 12'x32` 1 , ? 4 pr 5 5 ri J NOTES 1. CURB CUTS ON AIRPORT . BLVD, ARE TO BE PERMITTED:, BY SEMiNOLE COUNTY, 2. CURB CUTS ON S.R. 17 & 92 (S. ORLANQO AM') ARB,TO BE PERMITTED'',BY 'FLORIDA D.O.T. ' 3. 69PTIC TANK IS TO,BE PERMITTED BY THE SEMINOLE ''COUNTY HEALTH DEPT. , CHEVRON U.S.A. INC. SERVICE. STATION SITE PLAN 3001 S ORLANDO, FLORIDA SITE ,DATA, r SITE CONTAINSi 46,407 SQ.RT, OR 1.065 ACRE'S.+ ASPHALT/CONCRETE: 34,139 SQ:,FT. OR 73.5% BUILDINGS: 584 S.Q.FT. OR ,1.47. LANDSKGAPE/GRASS: 11;684 SQ.FT. OR'25.17; PARKI NG SPACES PROVIDED: + 1 HANDICAP ZONING: GC-2 r LEGAL.DESCRIPTION THE SOUTH 67 FEET OF LOT 38, ALL OF 'LOT 39 tA,NS THE NORTH 3'3.4 FEET OF LOT 40 (LESS THE EAST,339.64 FEET OF EACH). OF'AMENDED FLAT OF DRUID PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PPS. 5&6 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. E - 7 8 1 r SITE PLAN 9 SANFORD FLORIDA 8 U.S. 92 & AIRPORT BL'VD, FAC#47973 6 5 Chevron r Chevron U.S.A. Inc. 6 Marketing Operations 3 , 2 SCALE: I"■ 2C7' ' DWG. N0. DATE: 61:4 ;;f A BM-1;054 REVISIONS ho, op, oA'sE RAWN: J. Vt�1�10eF449AI~IE r s/ w° W ty, T 15, 1 ;,v 11� v A ;�A i� Y" , tl 1�1'11'e �1 %11*411.g.. - _11,3�17i 11. i, 51 IPA 'T O,P6 S-7 7 7 y'j w �4 AP, fA 3 4 4 2'e V PLAN SECTION PLAN (TRAFFIC GRATE) P) "C" INLET & GRATE hAlR TYPE Z., 4TUVA y 91 \NV, I T/6ikAIE 41 T161 ZA-FE 4 _V/6 PA:rF- 'el 41, 16 n tHICL,11C �A -91 4 -q!r .9. EX6T\ 1HLP'T 'I"T16RAIL 41 &,tiz- 0 R Ez- T Y_ T 0 .,11� NEW b�MM 0 NOTES -,CUFLB CUTS,ON AIRPORT BLVD. AAZ",TO :.BElPERMITTED B -SEMI 0 COUNtt.�* Y N LE 0 2 'ON'S.R. 17 '4 92 (S.':ORLANDO AVE.) CUTS, B) FLORIDA D, cl ARE,TO BE ERMITTED, 0. T. 'M A R �BY,THE S W41 T i CA m - I E EMINOLE A I PgRMITTI ED, 0 HEALTH,, DEPT u o vy DRAINAGE'DATA,& CALCULATIONS, NE -IN F.001 Me, Exleff. Lf../rO 0 oa.p CATED -BLVD, NEWPAVEMENT IS REVISED AND ALONG S ORIANDO AVE. ANDAIRPORT 4 ERI AREA.OF E 6- A T 9QUAL AMOUNT. THU$, NO RUNOFF RETENTION IS E3 AREA HAS JNCREASED BY AN L AT_ �40 / CONTEMPLATED. aci(FitI` 13c) up DVAINAGE OF THE NEW SITE Db Q) E3 0 C) IMPERVIOUS AREAS (PAVED/CONC.) C. P NEW SITE (REBUILD) IMPERVIOUS AREAS (PAVED/QONC.) PERVIOUS A (LANDSCAPED) 1.065 AC., Ix LX I E— 7 8 1 GRADING & DRAINAGE' 01 A KI mr E ORADDING, OR IN LEGEND b, P 'A N REPARF� 4, �P LA N' N 8 W' Lf V ATTI ON, In P% EXISTING -ELEVATIOR B" T h Eff INP E. X I ST�'� E I�V!p .14 C-H A N"16 R AQ. 4 FLOW,�j�rD I ErC T ir 0 N & 7 7 2'� '.'�R E V A4t' 14 I- r a .1 ix N Vt A m ",4! 2A. A omdo, I, SANFO'R,D FLOR11DA U.S.*92'& AIRPORT' BLVD-L FAC+47973 Chem Chevro'n U.S.A. Inc. Marketing' �Operations SCA L E: Z Q' D :WG. NO. DATE. 6, BM Jr05 DRAW 11 rld J, rA 41 rA 11 11 i - _ Gl � `i f' I��"'L .y. �� ..,.., a_ r..�r. +•n_._..•n,•"-- .,...=...,k.^- s,./. �..� ,..,5...�..� .�y. '--rj••-.,_ �.,,i �• ..t �'.-_ t F R � •-...�.,�.. li • A � � �� ' ��.:,,.�_�'�_.L� .� � 1 � 1.� �_4.��,��• �� l��% °:��:�.__..: d r � I I f 1 s I f � r 1�{ f i - - 1 -_ t r `LANDSCAPE PLAN r QV 9 1 SANFORD ` FLORIDA 8 U..S,*92, & AIRPORT BLVD. ti LANDSCAOF)" E OF' 061 A N 7 FAC` 47973' 6 r chevron id Chevron U.S.A. Inc. PLANS PREPARED BY: 6 Marketing aperatlons 0 BZ\M 3 N ENGINEERING 2 - SCALEI� 0' " : DWG N0. r a P.Q. I DATE: <�,91Ztr/66r , L. ND FLORIDA' BM " 105 REVISIONS MO DR DATE DRAWN: �. R • , r , C : .. .,:�. .r:' �- .' ,, -... .. .. •. • � .,,. .. . .. ... r., Y. � .. i1 Y. �: 1. . �\ A F 30404 2 4 5 6 7 8 N m ED F# /� - F-- -, OF PWIP TOP OF PUMP I5LMD'*2 EIL-Ev. FOUNDKTION PLAN T-OP 0V FU[j) 15LfiND `3 ELEV. GRID DESCR I PT ION DATE !.Y REV. GRID I DESCRIPTION DATE By TOP OF PUHP J5j-At,4,Dl'5 tE L I- V BOA OUT GROJ-V POCKET -VOP (T- P011P BLOCK — CAR N�' 5LAR �7777 77-77-,7- 77 N- 1777�1 rr) 80OP ID� NI'Ll C'7RN j- 1 7 —"5 TlFc TOP RT(" F.)M ()F,3K),J"ll' VERTIL,`W-5 EACH CORNER 0 SQUARE n�4, 01!MD lc: 3 C)l C-) (D F DO N(11' USE FOR C ONS O-FRIJCTION OF FOUNDATION UNLESS APPROVED IN SPACE BELOW APPROVED F()R colismucilun 30cl 5- TZLP\t\lDo t\VE, SANFORD R.A. LOCATION HAND JOU NO. T I T L E DRWG. NO. DRAWN BY to DATE: MADISON INDUSTRIES INC. Or' GA. II Cy P. O. BOX 131 t- I- A R Y. o t- t.') m t\l SHUT CONYERS, GEORGA CHECKED BY PHONE — 404 - 483I- 4401 30207 DATE: (5 K F- \i\J D) 0 9 m 9 19 SANFORD, FLORIDA i 4A1 I CUMMEHL'r miI rH 1 sr \ �' , C.)d % ..+an1N1 gt7t��tE;,6 -' _ I5- �, ��.,.�,L Jl ��.,, GENERAL Lk ��SCs c r �c> N F 10 , M Sa !! .PLUMBING _ II Y jj— 1r I U z tt I 2�Na I I CONTRACT 1.. r, -�J M rL�L_- LwJ- '� _. llL.�LIJ- a I 1 EIfH V !7 1,_ . �p °� - Z�C-1C��;r�� j - ®;" 'rani <._ �_ .,, a ,R • - • I T- I TITLE SHEET � ��: I ; ,�-__ ��_ - J:�� I T-2 SITE PLAN J /6TH Cl� _] BM• _I P-2 PLUMBING DETAILS •�t.u� �' �� c PERMIT f> = n. —(.- -:-,r-(_o-la�. ' _—' -'a : ;"t' oir._h r�—.�j '`II __ fI�— _ Ilia r_s .jtn JC_ _111�r'=�"'`._. lr_*-_ D - - •r �:.. seAvoARv —3 SCO PE OF WORKT • (,'%/Aj, DOE I',,�1 1 ANYpzMt-x,`=� ELECTRICAL r��T(itsT-4 DEMOLITION SITE PLAN oN • 1----_--- I i ._ !o(tr _�,�t' r-- 1 \ �7 .YI _J�_� __ _ (i ib ON 3UC K..rsrJ> r - 1 -'- CIVIL _ )f i t, , �� n'� a�[ 1�.��I l..J E, N �'��:` L E -- I ELECTRICAL SITE PLAN 40 •L ®�ii rC x ;i•'IAiJ✓; ins• r•'� '��, 5 w ,�,� -.�• mI ,�G Urr �,1�1,:2=rk- '��sr _� ' �(�� I ,T„�! 5 - C- I TOPOGRAPHY SURVEY E�2 SERVICE DIAGRAMS, DETAILS BC CALCULATIONS I C-J�--�rt i ® U i SANFORD FIRE Jl';Y= cr> j��?-2 PAVING AND DRAINAGE PLAN & DETAILS' �EPAR r►�rNr C 'AN OkD`�E-3 SITE FLAN DETAILS /7..l..t•d-G8.. . '^'rI so`r, ;y^4- ,j°�T �(f••• ,•t -25T. 1�.l .��-c:lI=.R�.-= l-\�- i=,(UrY=C.i_ �:r ✓—../J- y�iSI� _ -1 i_�'' . iq l-!{6/F /;1, q5:,�� — _• 'G 2(,�']'f.,.•_r_•r._.'I' i- ; -' I :i. 'T- I :-iAa2_•�a1L fi' t.-\ ,..f .— e$Usrelsw/pogls(a, —1',f .--, / -\_.. sif-.' - --•- - FRENCH �1,G3.L.%Y0L/Ga3nfF RE�• N( " AVENUE ,-_•__ �VNFOR�/FLUR�A 32771 71Ce0M�-� DISPENSER AREA ELEC1RIPAeL� PLANS //6r T 14,• L .�E-5DISPENSER CANOPY AREA DETAILS Cl�LANDSCAPING - rC /=I/Zr• ��T/r�!{�.Ui��lr.cs d�f� i2d� GGvr�-� r4 rr L-- I LANDSCAPE PLAN & DETAILS E-C MINI -MART PLANS 8, DETAILS rv„,� ,,,r,l , > U//F- fir,/ ai r S1 _ — -50. - -` —'=`_ I C l L--2 LANDSCAPE IRRIGATION PLAN E--7 MINI ---MART EQUIPMENT, CONDUIT, PANES BOARD a FIXTURE SCHEDULES . _5�. - Seminole 'QI t I ,rj� --(- _ - ,Hixh =j � • $.�.'\ ,�AiFF3T$tici$Ri✓flR � � --).� � Q (� r grit' - �� 1 I ai ti� Ili Opp / }��Ni t��/r ..I \ / - E—Cl I'TER�VNNE�V �/ ` TION DIAGRAMS II, I ARCHITECTURE E PANEL DETAIL •. .� Se �, -. • » ;, • ,:� -,1_,f' �' ,1 :� _ ,�::� Sc WIRING DIAGRAM ' " 9 RELAY NE d I �I'moUstS�i I r •J� rNF� E-10 DISPENSER/.PUMP CONTROL PANEL DETAIL & WIRING DIAGRAM :�:.. _ .. j' :_ A- I PUMP BLOCK PLAN MINI --MART FLOOR PLAN ELEVATIONS a DETAILS s s 1 i e n{al'o �Lr ` A-2 CANOPY ROOF PLAN, ELEVATIONS a SECTIONS E®II MISCELLANEOUS EQUIPMENT DETAILS AND WIRING DIAGRAMS 4/ .� �J :: a a 1 S }; / j A-3 RESTROOM BUILDING FLOOR PLAN BC ELEVATIONS AND SIGN DE A E 12 RESTROOM UTILITY BUILDING PLAN a SCHEDULES A-4 SIGNA E .. ' •Sar, I �sG DETAIL T. ` I Shopr—P,, Center <<[k e �-:------ I' A-5 TRASH ENCLOSURE DETAILS ra Lak 0 len ' it Ada G e • ' ! i t' I •, .--rs.- . �' -J , �• t 1\ ,a ��ii r -- . STRUCTURAL I P S-1 CANOPY, PUMP BLOCK & MINI- MART. SLAB PLAN a _ M ISC. DETAILS PRINTED 0C1 1 0 1984 mor M %LAW Aw I= ENGINEERS —ARCHITECTS PLANNINC. it yw• - �,` VILEST PALM BEACH FLORI DA ;30 - $ m 0 � 1 LOCATI N mAp DK�AWING Ll I • _ ,I 30033 cp, A 0 AIRPORT _BOULEVARD (ONORA ROAD) 20, 4-0' _— 70.06,' 40' 15 � ..) 3 0 0 ` rrXl�T AGir-H.ArrKOAGH / m �mh CATC IPK20r,MIrHALT C �' A vQo�•,h� 0 3s BASIN LE 3S' �_X 15 T. LAMP p>i 4-.-1 ® (. �8 /c ING SET BACK (L INE n h Q I 47.0 I� /-6.0 TYP i./ PAVING p u kj 2 ��` q� k 2 0 ro F�ow (Ty-e) a I cto 0 / Q 0 IV per, I I IU J� : `•' �; III Z \ ,r `P{ EX15T. CONIC. FUEL TANK PAL)00 S8r \ V \� o l l o o l l f 80 ca FcTAI�I'S I2 4 CV I'O J PROP W ' rC6:BoING 58r BACK LCUPB F4 I E m 7 =-;; CATCH BASIN GAN05CAPE CONC. q0° 278.2 POLE P;=4.or,' CO NC. 121.9(9 POLE I 0o IV-71' NI(�N Lvr__l� L'f'TIG ANC lf�(ALL 1Z STATE4,courlrY 1'�a M`(5• Qom-'"F -GA5T VI15r-KI•;iLITIoN 'PDX �'�'�INfIF L-� INSTALLED 'f'E� ST�.T� � cauN-fY GU�ES CoC. POLE 1111 Pill 6iq t; mv Ron Fm , a. ,:..0 _; SITE 'DATA TOTAL AREA L , • ■ D LANDSCAPED AREA TOTAL BUILDING AREA MINIMART REST ROOM BLDG. MAXIMUM HEIGHT EXISTING ZONING 0 NOTES: O N 46,30 1.4± SQ. FT., PER SURVEY 34040 SQ. FT. 2108 SQ. FT. 440 SQ. FT. 24 0 S Q o FT a 200 SQ. FT. 50 FT. GC2 ALL CURB DIMENSIONS ARE ALONG FACE OF CURB MAX,. NUMBER OF EMPLOYEES ON SITE PER SHIFT TO BE TWO LANDSMPING CONFORMS TO CITY OF SANFORD LANDSCAPE CODE t i 0 r r r 0 r r _V row, N AF 30033 i • i AIRPORT BOULEVARD t (ONORA ROAD) EX15T. EXI5'r. CATCH CONC. 4/� , BASIN POLE 4 c�Qo wk ��/ ° Ccj OVE EX/ST. PROPERTY L/NE �\ 411 NG To P�POPEPTy LINES !f � �� Q \a� pEMDL /S,U EXIST. go&VINCy f C,4AVOPY l �r REMOVE ALL EQellpMFA17* (L/,Z-TS, RIRIIV$l / ,p�titovc x�sr ® ,� E'LECTR/CA'L1 D/L INAT 7,PC'EPTO� ETC. J �I Gc 2� REMOVE EXIST. ORYW,441- �I �_ p / I a'1/�-57Lf O/l T,4Ne ell/ p REMOVE EXIST. CoNC. R4 / / / PUMP /S, 41,e-PWre,P -.0 / I ® ��A�� >. .l�j/ ,F'LSi f RExATEo �j�,��j / / aX/S� C�/.4/ ELK ENCE ON PR P P/ Ako `�/ / P/ice//V4. i , I L /NE T O e, i W/N �. -..�ZiLu LU co LLJ 07 !J �- -/LLL/�/1�LL/111/1/11L1 z-Zzz 11111r1 cj �7 j�j " r jf f ��_ J _ I /. READVE A/L EX/5r W,4TEif 9995E ,B/BBs / %� \% SPIN/Nk'L E�Ps �LECT�C'/L'�L C�DXE"S h�o0,�-UPs �. REMOVE EY/ST. /��-- CON,O!lm EXTERIOR L 161477 !G Eip411R RENT, E 7-C. �; ��" ��• — 2, f1LL iPEMOVEO EQU/PMEit/T S,UAL L ,BE D/SP05E0 /cl'1 0 1 1 0 1 �y �I I OF 5Y 6 NERW CONTRACTOR EXCEPT SPeq ►�,' �� 40 1 I °II I °I II ° PC ,/TSSPNsfSNSS147TO/1DEP�T�� ETICIW49/E C. VE EXIS T SPEC/F/CALL Y OEsl6 HATED ,B Y c1-1,Fv PoN \�REMOVE Ex/S/sT. �ISEP rIC TANK INC. T/ESE / TEkf5 SAW 4 BEReA-M/ED B Y T///3 RE,rOVE EX,ST46,e/a44 TGUEL SPDsEof8Y C�EVRoV ,4SPf1AGT Pd V/NC� �/�r4o/ ° ° °I 01 �plwp-s �I� N/ VE EClST /NC. C14EVRCAI W I L 4 COORD//VA TE REMOVAL O,r fXl5y'/NG A4 Y 7`E1-ERPOIVE WIrAl Tl-/E" L OC�I L TEt EP//ONE UT/L /Ty. - READ VE � - - ' TO ii'rM,4/,(V EXIST I �• !//111=G/1 —__ --_ 1//11��1L�� CATCH FWFERTY L//VE --_R&MOW &--X15 T. boo — _ — I BASIN Co o� �3Qo SICI V FOIJNOQT/ON Y'IO�XrOD EXIST. 4`IOOD ,QENIOVF EXIST. PULE LIGHT POLE 12'' TANK tl&NT.5 POLE I EX/S T/N41 011,P1,eON A&L IUMA- s'/Git/ TD O/SCONNEC'T FROM SI4N f RE,I.IOVE' 7'NE E,Y/ST/N4 WIRIN4 AW1.4 EXIST. 5zb4. - SEE ELrCTR/LQ L 3/TE FZAIV� DW4. r-/I FOR NEW 11V/R/N4 cR oAll AIFW 13LO4r. DEMOLITION SITE PLAN -sc-ale: 1" 20`0 ypp , . '.. ,, .. i :. :+. .I- .. ..a � .. .. .Y .._ �c; ..". s .." .•, ,a:. w:, ". xo J �;. +r,, r"tn~ .i •r A 30033 a a i a a c �► i i IN 0,1 ' ASPHALT OVERLAY I N 5UV,E P051TIV E DRAINAGE CNP. ALL DP,IVEWAY�i) AIRPORT BOULEVARD (ONORA ROAD) .SEE NorE z — _ � �•3/_ 44.6� �44�60 44.50 ¢4.39 /�1�.44 — � ,PEMUVE EXIST i .� � r• `'`'�" ." ©1JG%I t0: 1(• OV C/K �AA /}j., '•••k rt F, (,J( Y,a 1. ( l .lk�% • � d � a � y —'� waw1( •�}`%��Ff � bt�"}.'�i`N+J �•:"4i�}}�J�'Mi•V.°, hyy,y ,'•h d •�.%a r {,�P�� ,... - (6iV,� H0-r6 5.r,0 / � �� CAT H --GON��f A��!°N I�-Cq" =ss, ` h .07 �45.2? l ' .,' R�4-5 /E=4/.50 f BASIN Apl'120AGH --r 3,, (SLE 46.07 /E z42 _ 4 0 I 6 0 0 4 0 / I 5 0 0 t 4 / I I O \ (oSEE NOTE 2. ;:', �V�% av pPQ �P 0 (v�\ � P� d6_8T � j • o • • � J � .9• r \�0 u I v ),;"I 1� t^icb 18� @ 1.lr) % _ —_ / � 80.: •': / C� .�' o - :�:...� !/ 4' ^ o 1 1 r SEE NOTE 2 �/� ��\0 Q` I / �o ) I 1�• o .• 8 , '�Yt`�rr� ,°!"!:✓.��#d' e��' k r6 xi. ��. 4 TeKi'�i ,R,Y•'i'. ... - 4 CONST• 6" CUrPB \¢7.0 47.63 47.87j 47.711 PAVEMENT `TO MATCH EXIhT. SL/a Pa ELEV. 4/.6 C0NC.475�' 46.5 ° -- POLE - I '\,,G,PADE LANDSCAPE 57-,PlP TO MEET EX/5T. GROUND ELEVATIONS I AT l=lPOP6 P7Y LINE. J r�� I I I I I CATCH BASIN 4 '�s�,2 e/4-6�i � 3// 44.57 44•G5 ,N.G3 44.4 44. / 00 T 811 61I X 1811 CONCRETE CURB LEGEND 4q.2 PUMP ISLAND ELEVATION AT COLUMN 1.E, 42A2 INVERT ELEVATION ` b. (° PROPOSED GRADE ELEVATION 44•(05 EXISTING GRADE ELEVATION ----48.0 PROPOSED CONTOUR ELEVATION LIMITS OF ASPHALT PAVEMENT (INCLUDING OVERLAY AREAS) PROPOSED 6If X 1811 CONC. CURB _--_= EXISTING CONCRETE CURB [O] PROPOSED APPROACH LIGHTS PAVEMENT 5PE'CIrI CA T/ON5 PAVEMENT 0/e" A5Pl-IA6T CONC,PErE SUk'FACE COU,PSE TYPE 5-1. SASE :8"APPROVED 5NE1,C,ROC1,(' O,P G/ME'eoCK COMPACTED IN TWO C- IF-TS TO 980/a PER AA5NT0 T- l80 , 5U8GRADE le" STASILIZED 5U8G,PA0E (50`A F-8.V) COMPACTED 7-0 wo/o P6-P AA5F4TO 7=/80 , 7-6-5T METHOD "C ". NOTE's /• 50/G COMPACTION ,PATE UNDE,P 86//6OING AND PUMP 5C.A8 PER 57-,PUCTU/2W /N57-,4FUCT/0N5. 2, WHERE. NEW PAVEMENT lei P,EgIJIP? U? AT DR,IVEWAV7, SEE PAVEMF_NT SPECIFIGA-TIONGa. 3.GOU'(I�AG'1'OI2 'fO I�l�Ul2� I�O�iI't'IV� i�12AINAL�� Ol,l ALL I�i21V�WAy� SCALE 0 20 30 40 r r r r r r r � Y i I {j PLANT LIST KEY QUANTITY BOTANICAL NAM.I COMMON NAME SIZE SPACItIG REMARKS `L'REI:;S GZV 6 Quercus virginiana 'Heritage' Live Oak' 10-12' Ht., A.S. 6- 8' Spr. Nlc 9 Myr.ica ce.rifera- Wax Myrtle 6- 8' Iit., A.S. tree form 9- 5' Spr. SI1 RUkiS 201' Jasmine pubeacens Downy Jasmine 1811 O.A. 18" O.C. l gallon 'I40 -,K cornuta Bu.rford's Chinese 30" O.A. 30" O.C. 3 gallon t ' bur Eurd U Compac ta', Holly Thryallis 24" O.A. 24" O.C. gallon 30 LANDSCAPE: NOTES 1. ALL PLAN`!' MATERIAL SHALL BE; NO. 1 OR BETTER AS OUTLINED IN "FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS", PART I AND PART I I, STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE. 2. ALL PLANTING AREAS TO BE DRESSED WITH 1�"-2" OF SHREDDED CYPRESS BARK MULCH. 3. IN THE EVENT OF' A DISCREPANCY BETWEEN THE QUANTITIES AND TYPES OF MATERIALS DESIGNATED IN THE PLANTING LIST AND THE PLANS, THE PLANS SHALL CONTROL. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR WITH ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 4. ALL PLANTING AREAS TO BE IRRIGATED. ' 5. ALL LANDSCAPE CONSTRUCTION AND INS`t'ALLA`L'ION TO MEET THE CITY OF SANFORD OR OTHER LOCAL, STATE AND FEDERAL JURISDICTION 1EQUIREMENTS. AIRPORT BOULEVARD (ONORA ROAD) — — ALL STAICS bNAl.l- CO NC. J POLE T& >,ArcTN 6AIIG4-IC. NN '�4 RUM-) H03r ANO �11e�T r�IQANG�I� 3 c,UY6 rm Tor,-' Z 5TKN1Pb `14 (yAU4V_ wl lef,' TwlST�r' WNIT- rI A-5TIe- TAM off M. 6iuY W10- AI"I'IzOX ' 2" 6HOWK GYi°K-� 3-,Z",; 4"pTAK a �l`TTL M�HT_A �� 0 I.oNGi Jljcas r�, r m; ;"�'� 1`INISNt;t7 G,KAY�t% K�,Movti Nwr rpm row NV • \� i F�` ,j�� rAT : MUCK,Z %q SAHV, W/ 5 MIt Ok(jAHITV- pl.ANTIN� TREE PLANTING DETAIL NOT TO SCALE I4 l TIC• �I�NI� AS �� PoK I°Ievt> 'floN ' • ' � O� dub' �. _. NO 6, AAW Or, 3 - Z"x 4" J�,rA6,!%5 NAi��b To 2 X E3ANp ----� 4 � 0AIIV0 TO . '(KU FIK C�KAS� OK i°�PNT To T"HK ' 1 40 or r'MIX0,12 ` /3ANn �.�CIhTIH� 5Ut3�fzAt7li •--a �� \ �, PAILM PLANTING DETAIL NOT TO SCALE • �AiciN �AuGI✓12 0l2 pIN� +11 Hl(C N Ar"t�K 6P-ffI W t5HT oil kill 41 PL AHTIN4 VAl- t3A�-K�I�I, f�jIXTUK� -- \��\�yj � `�� p►�N'flNo, fall. �XISTINj but ccirAvli SHRUB & GROUND COVER PLANTING DETAIL SCALE NOT TO SCALE 0 20 30 40 NTo ep6e, w I .o A mac KOF 6UKD PARKi O 1�5H s� � �� . �Nlt,05UF2�•A��ep DfUVEu/A Z �'`'�•. 5/�'� ..SCALE DWG: Ni \� (1ao,_-.K�STf�rK•bLOC� GCl,�iSR fDY SIGN/n! 0 P (518 DATE: MAY 11, 19$� L. REVISIONS pD• DR. DATE DRAWN. MA.R I i 0 n I" AIRPORT BOULEVARD t (ONORA ROAD) r C A T� C ` BASIN OLE LAM P_/ o v % % POST /L 0 TE: PIE CROSSING PAVING IS SCHEDULE 40 PVC j I MINIMUM " DEPTH. I �\ I �I z �c w I h w I ❑ II ❑ II ❑ I I � I o I I o I I o f I I I I I I ( .• a/� I I I I I o j i o J 1 $ I N ,. 0 EXISTING�'� '�----�-� SUBMERSIBLE SUPPLY PIPE PUMP+WELL TO PRESSURE TANK 15 GPM AT40 PSI IN UTILITY BLDG. , Ifs CC) NC�� POLE LATE PAL TEE IRRIGATION LEGEND: RAINBIRD 1812 HALF 15H RAINBIRD 1812 SIDE STRIP 15SST RAINBIRD 1812 QUARTER 15Q RAINBIRD 1812 END STRIP 15EST RAINBIRD 1812 CENTER STRIP 15GST RAINBIRD 1812 HALF BUBBLER 5HB RAINBIRD 1804 THREE QUARTER 15TQ RAINBIRD 1404 FLOOD BUBBLER 1.0 GPM K-RAIN KP4F FOUR ZONE CYCLING VALVE, METAL TOP RAINBIRD EP100F SOLENIOD VALVE, WATTS 36A VACUUM BREAKER SYSTEM DESCRIPTION: TEIE_YS_EI CONSISTS.--O:F, _FOUR ZONES.. VARYING_ FROM--1-0 GPM. _'0 16 GPM. DISTRIBUTION IS CONTROLLED BY A FOUR ZONE CYCLING VALVE WHICH IS ACTUATED BY A RAINBIRD BRASS SOLENOID VALVE. THE WATER SUPPLY WILL. BE PROVIDED BY THE EXISTING DOMESTIC WELL AND PUMP. INSTALLATION NOTES: ALL RAINBIRD 1804 HEADS ARE TO BE MOUNTED ON POLY NIPPLES. ALL RAINBIRD 1812 HEADS ARE TO BE MOUNTED ON RAIEBI['D INSERT FITTINGS, UTILIZING RAINBIRD "SWING" ALL RAINBIRD 1404 BUBBLERS ARE TO BE MOUNTED ON PO.,' :''TIPPLES. ALL SYSTEM PIPING 'IS TO BE SCH 160 PVC PIPE, EXCEPT'OR SLEEVES WHICH IS TO BE SCH 40 PVC PIPE. ALL PIPING BURIED UNDER ANY FORM OF PAVEMENT OR PARKING AREAS SHALL BE SLEEVED IN APPROPRIATELY SIZED SCH 40 PIPE. TIMER LOCATION SHALL BE DETERMINED BY PROJECT PRINCIPALS. THIS IRRIGATION PLAN IS PROVIDED AS A GUIDELINE; THE INSTALLING - CONTRACTOR SHALL HAVE THE RIGHT 'I'O 1ODIFY SPRINKLER QUANTITIES AND LOCATIONS TO PROV'If' ; '.00% COVERAGE TO ALL PLANTED MATERIALS. THE FINAL INSTALLATION SYSTEM SHALL FEET ALL PREVAILING CODES,ORDINANCES AND LAWS. THE INSTALLING CONTRACTOR SHALL WARRANT THE MATERIALS AND � OPERATION OF THIS SYSTEM TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR COMMENCING FROM THE DATE OF PROJECT COMPLETION. THE WARRANTY SHALL COVER ALL PARTS, LABOR, AND TRANSPORTATION, BUT SHALL NOT BE SUBJECT TO DEFECTS CAUSED BY THEFT, VANDALISM, IMPROPER USE OR ADJUSTMENT BY THE OWNER, OR ACTS OF GOD. (I SPRINKLER I� DETAIL. � I� RAI N B I RD\ SWING PIPE 1812 CHECK VALVE GATE SERVICE TIE - IN ` WATTS '�6A ELECTRIC VACUUM BREAKER VALVE err' 6--ZONE CYCLING . , VALVE TYPICAL ZONE PIPE III � GRADE REVISIONS A0. DR. DATE DRAWN' jv A 0 n I" AIRPORT BOULEVARD t (ONORA ROAD) r C A T� C ` BASIN OLE LAM P_/ o v % % POST /L 0 TE: PIE CROSSING PAVING IS SCHEDULE 40 PVC j I MINIMUM " DEPTH. I �\ I �I z �c w I h w I ❑ II ❑ II ❑ I I � I o I I o I I o f I I I I I I ( .• a/� I I I I I o j i o J 1 $ I N ,. 0 EXISTING�'� '�----�-� SUBMERSIBLE SUPPLY PIPE PUMP+WELL TO PRESSURE TANK 15 GPM AT40 PSI IN UTILITY BLDG. , Ifs CC) NC�� POLE LATE PAL TEE IRRIGATION LEGEND: RAINBIRD 1812 HALF 15H RAINBIRD 1812 SIDE STRIP 15SST RAINBIRD 1812 QUARTER 15Q RAINBIRD 1812 END STRIP 15EST RAINBIRD 1812 CENTER STRIP 15GST RAINBIRD 1812 HALF BUBBLER 5HB RAINBIRD 1804 THREE QUARTER 15TQ RAINBIRD 1404 FLOOD BUBBLER 1.0 GPM K-RAIN KP4F FOUR ZONE CYCLING VALVE, METAL TOP RAINBIRD EP100F SOLENIOD VALVE, WATTS 36A VACUUM BREAKER SYSTEM DESCRIPTION: TEIE_YS_EI CONSISTS.--O:F, _FOUR ZONES.. VARYING_ FROM--1-0 GPM. _'0 16 GPM. DISTRIBUTION IS CONTROLLED BY A FOUR ZONE CYCLING VALVE WHICH IS ACTUATED BY A RAINBIRD BRASS SOLENOID VALVE. THE WATER SUPPLY WILL. BE PROVIDED BY THE EXISTING DOMESTIC WELL AND PUMP. INSTALLATION NOTES: ALL RAINBIRD 1804 HEADS ARE TO BE MOUNTED ON POLY NIPPLES. ALL RAINBIRD 1812 HEADS ARE TO BE MOUNTED ON RAIEBI['D INSERT FITTINGS, UTILIZING RAINBIRD "SWING" ALL RAINBIRD 1404 BUBBLERS ARE TO BE MOUNTED ON PO.,' :''TIPPLES. ALL SYSTEM PIPING 'IS TO BE SCH 160 PVC PIPE, EXCEPT'OR SLEEVES WHICH IS TO BE SCH 40 PVC PIPE. ALL PIPING BURIED UNDER ANY FORM OF PAVEMENT OR PARKING AREAS SHALL BE SLEEVED IN APPROPRIATELY SIZED SCH 40 PIPE. TIMER LOCATION SHALL BE DETERMINED BY PROJECT PRINCIPALS. THIS IRRIGATION PLAN IS PROVIDED AS A GUIDELINE; THE INSTALLING - CONTRACTOR SHALL HAVE THE RIGHT 'I'O 1ODIFY SPRINKLER QUANTITIES AND LOCATIONS TO PROV'If' ; '.00% COVERAGE TO ALL PLANTED MATERIALS. THE FINAL INSTALLATION SYSTEM SHALL FEET ALL PREVAILING CODES,ORDINANCES AND LAWS. THE INSTALLING CONTRACTOR SHALL WARRANT THE MATERIALS AND � OPERATION OF THIS SYSTEM TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR COMMENCING FROM THE DATE OF PROJECT COMPLETION. THE WARRANTY SHALL COVER ALL PARTS, LABOR, AND TRANSPORTATION, BUT SHALL NOT BE SUBJECT TO DEFECTS CAUSED BY THEFT, VANDALISM, IMPROPER USE OR ADJUSTMENT BY THE OWNER, OR ACTS OF GOD. (I SPRINKLER I� DETAIL. � I� RAI N B I RD\ SWING PIPE 1812 CHECK VALVE GATE SERVICE TIE - IN ` WATTS '�6A ELECTRIC VACUUM BREAKER VALVE err' 6--ZONE CYCLING . , VALVE TYPICAL ZONE PIPE III � GRADE REVISIONS A0. DR. DATE DRAWN' jv A m t 4 7 � 2-3"0 ROOF LEADERS Afi CORNERS FLOOR SINK. PROVIDE WATER CONNECTION +I'-6" ABOVE FLOOR C v 24'-C?' ELECTRIC FAST F00 METERING O - EQUIPMENT I c�c� '0 T TY/ BG , LAVATORY O MAIN SERVICE REACH -IN CASHIER -- DISCONNECT + COOLER -- ELECTRICAL EQUIPMENT SAFE MOUNTING AREA Q LOCATION PLUMBING CONNECTION POINT UNDER REMOVABLE A STEEL PANEL IN FLOOR MINI —MART ,M— I 2 FLOOR PLAN (CUSTOMER ENTRY) SCALE: 3/16"=1'-0" THE INJILDING AND CANOPY SHOWN ON THIS DRAWING ARE PARTIALLY OR FULLY SHOP-FRORICRTED Of LIGHT --GAUGE GALVANIZED OR PRE -FINISHED STEEL S AND ROLLED STRUCTURAL STEEL SECTION P(A�N�TE�LS. 011;"OiirT\rw rx' rAculcD'c ADCA 14Z lti ArfnQnAWf F u1T►1 u P . 7q9 GROUND AND GRADE PLAN FOR FACILITIES OCCURRING AT P. B. TYPE IPROP SIGN, ETC RLINE, SUCH AS PLANTERS, SELF SERVE PROVIDE EXPANSION JOINT WHEN DRIVE SLAB ABUTS SIDEWALK OR PLANTER. Q D TRANSACTION DRAWER RECESSED INTERCOM SPEAKER/MIC. IN BLDG. SOFFIT ELEVATION A ELEVATION C 11 10n SHEET METAL FASCIA COLOR: OFF-WHITE WH-740-S 'LASS: V16" LAMINA U. L. 752 ) A GHT BLUE APPLICATION OF DECAL LETTERING BY OTHERS. SCALE: 3/16"=I '-0" ELEVATION B COLORS: FOOD I�AF{'T' WALLS : --. -- --- BLACKi BK-10-S PANELS: \� I BEIGEi BR-440-S 6" METAL BASE : i BLACK) BK-10-S ALUMINUM & GLASS ENTRANCE DOOR: CLEAR ANODIC FINISH, TEMPERED GLASS. ELEVATION D BLUE TINT P. B. TYPE I Al SELF SERVE NOTES: I. PRIOR TO DELIVERY THE CONTRACTOR SHALL RECEIVE DESIGN PLANS FOR THE CANOPY AND BUILDING FOUNDATIONS FROM THE STEEL FABRICATOR. 2. THE CONTRACTOR IS TO CONSTRUCT THE FOUNDATION IN ACCORDANCE WITH THE STEEL FABRICATOR'S DRAWINGS. 3. THE STEEL FABRICATOR SHALL DELIVER, SET IN PLACE, LEVEL -AND ANCHOR THE CANOPY AND BUILDING TO THE FOUNDATIONS. THE BUILDING WILL BE DELIVERED COMPLETE WITH LIGHTS, COOLER, HEATER/A.C. UNIT AND ELECTRICAL DEVICES PRE-WIRED,A TRANSACTION DRAWER. COUNTER AND SHELVING. HARDWARE, COMPLETELY GLAZED, AND ALL SHEET METAL SURFACES FACTORY -FINISHED. 4. THE CONTRACTOR SHALL SET IN THE RECESS PROVIDED IN FLOOR. A SAFE (FURNISHED BY COMPANY) THE FACE OF THE SAFE SHALL BE PROTECTED DURING CONSTRUCTION. THE TOP ACCESS DOOR OF THE SAFE IS TO BE IB" ABOVE THE BUILDING FINISH FLOOR. ONCE ALL CONDUITS,AND THE FLOOR SAFE ARE IN PLACE THE CONTRACTOR SHALL FORM AND POUR A CONCRETE SLAB AS PER THIS SHEET, AROUND THE SAFE. PROTECT ALL FACTORY PAINTED SURFACES FROM DAMAGE AND STAINING. 5. THE CONTRACTOR WILL PROVIDE THE ELECTRICAL SERVICE TO THE BUILDING PANEL IN ACCORDANCE WITH THE ELECTRICAL PLANS A WELL AS A COMPLETE AND SEPARATE INTERCOM AND TELEPHONE CONDUIT SYSTEM INCLUDING PULL BOXES AND FISH WIRE IN ALL EMPTY CONDUITS. THE INTERCOM SYSTEM COMPONENTS (MAIN STATION. SPEAKERS, CALL BUTTONS, LOW -VOLTAGE WIRING. ETC. ) WILL BE PROVIDED BY OTHERS UNDER A SEPARATE CONTRACT. THE STEEL FABRICATOR PROVIDES ALL WIRING AND CIRCUITING FOR THE BUILDING COOLER, LIGHTING, H.V,A.C. POWER, ETC. THE CONTRACTOR SHALL PROVIDE THE CIRCUITS FOR THE PUMPS AND DISPENSERS, CANOPY. AND SITE LIGHTING, ETC., AS SHOWN ON THE ELECTRICAL PLANS. 6. THE CONTRACTOR SHALL INSTALL FIRE EXTINGUISHER (FURNISHED BY COMPANY) UNDER THE SHELF AOJACENT TO ENTRANCE DOOR. THE TELEPHONE COMPANY SHALL PROVIDE A WALL MOUNTED TELEPHONE INSIDE BUILDING. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION MATERIAL FROM THE BUILDING, WIPE CLEAN ALL STEEL SURFACES, BROOM CLEAN FLOOR, AND CLEAN WINDOWS. THE PAINTING CONTRACTOR SHALL APPLY FASCIA A "MENU" DECALS WHEN FURNISHED BY COMPANY, PER PLAN. 7. PLUMBING WORK, BY CONTRACTOR: (A) CONNECT 1*0 UNDERGROUND TYPE COPPER WATER PIPING FROM CONNECTION POINT IN THE LAVATORY TO THE MAIN LINE ON SITE. (B) CONNECT 4'0 SANITARY SEWER FROM THE CONNECTION POINT TO HOUSE SEWER LINE ON SITE. PITCH SEWER LINE AS REQUIRED BY LOCAL CODE. (C) PIPE CANOPY ROOF LEADERS TO DRIVEWAY LEVEL ON THE LOW SIDE OF PUMP BLOCKS. AWAY FROM CUSTOMER AREA. WHEN REUU1REO BY LOCAL CODE, PIPE ROOF LEADERS TO DRYWELL ON THE SITE OR TO PUBLIC STORM SEWER. a nI DISPENSER f �" PEA GRAVEL z z BACKFILL x PUMP BLOCK I-1 H z_ CCCC u4 REBAR CONT z z EACH CORNER 3/4 CHAMFER (7YP) , r--,\ I M CC COLD JOINT CID u4 REBAR "HAIRPIN" TIE FROM COLUMN FOR SIZE OF OPENING FOOTING TO DRIVE UNDER DISPENSER. SLAB SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SLAB THICKNESS +2" YARD SURFACE -------- - ------ 12" 12" DRIVEWAY SLAB THICKNESS 6" CONCRETE SLAQ REINFORCE WITH G" X roll #10/10 WELDED WIRE MESH. B. FUTURE AIR AND WATER REELS: PROVIDE 14" X 16" HOLE IN PUMP BLOCK. INSTALL AIR AND WATER PIPING BACK FILL HOLE WITH SAND AND TOP WITH 2" OF CONCRETE FLUSH WITH TOP OF PUMP BLOCK. 9. WHEN POURING CONCRETE AGAINST BUILDING, CONTRACTOR TO PROVIDE EXPANSION JOINT FILLER . "GRACE" SELF - EXPANDING CORK a4324. 1/24, WITH GAPS 24" O.C. FOR DRAINAGE. 10. ALL WORK SHALL BE IN ACCORDANCE WITH CHEVRON U.S.R. INC. CONSTRUCTION SPECIFICATIONS (M.0 S. 243) AND ALL LOCALLY ADOPTED BUILDING CODES, ORDINANCES AND REGULATIONS WHICH APPLY TO THE WORK. 11. FUTURE CARD READER LOCATION. SEE INSTALLATION DETAIL. ELECTRICAL DWG. 1- SECTION tHROUGH (� SECTION THROUGH EDGE OF DRIVEWAY SLAB `E_—_JTYPICAL PUMP BLOCK SCALE 1/2" = 1 '-0" SCALE 1/2" = 1 '-0" BUILDING 10" X 10" WALLS STEEL TUBE CANOPY COI . FLOOR SAFE RECESS IN rovINYL P ASE. FLOOR BY , 11 STEEL FAB . 2 - I)METAL PAN ; SEE SLOPE C° j i ; ;FLODOR NOTE #9 " DRIVE SLAB 1�112_ M I N I I SLOPE. DN.2 r N -� -i7 TTI✓ _�Y I '------- • Ir FOR SLAG FTG , J 4 " MI I_ _ _ J FOR COL BASE r 7 DETAI L5 SEE 6 CONC PLATE b ANCH - I�WG, 5-I AROUND BOLTS SEE r� CONC FTG. AT SAFE FOUNDATION rrFT r►-� EACH SUPPORT SEE NOTE: PLAN CANOPY COLUMN SEE 0VVC-,, 5-1 NOTE 4. GENERAL CONTRACTOR TO FOOTING TYP, PROVIDE POROUS PIPE DRAINAGE LINE BENEATH FILL WITH BUILDING GROUT ALL aSECTION THROUGH MINI —MART AROUND COLUMN SCALE : 1/2" = 1'-0" r r r r r� r d 105TL. C0L. . PAI ►JT P LACK - DK-lo-5 w 0 Q =1 � J � � v �i q PEE- F1�115HED STEEL FeL5, coN712AcToR To APPLY P5LU; TAPE `I LM AND FUr;2NIr--)I-}EP PAY GO, SELF SERVE 12(2e - �1 I-J I �N ED TEE L. FA 5G I A GAS P�LACI� bK-10-5 SOUTH ELEVATION SCALE: 1/8":1'-0" (WEST ELEVATION SIMILAR) ^7-7 I 0 a5T5-� L CANOPY 2q_o ROOF PLAN SCALE:1 /8":1'-0° 8 =s = 0 c(1 I TOP of NIGN�ST PUMP f3)L0GK ---j �ZEGE55�D �LUo2. L.I�I-I"( rIXT�1r2�. r2MOOT H 5T ESL �/�SGIA - FD�M Eo A5 yHOWh1, (SINGLE 5H EET AND/oR LAM I N,aT Ep GoN 5T'R.) �9 -c- m PRE -FIN, �TE�I. CTYP� �I TRIM oFF-WHIle Cn "X8"CMI►�)GUTTeP r2GQeErJ AT LEA,pER IWLET5 W/AL.UM, HARDWARE CLOTH SGREG-J, GoNT1Q0005 SAFETY 5C UPPER — --- C4 REQ'C;)) Z �O z z 03 i ►1 1--740-5 WEST ELEVATION SCALE: 1/8":1'-0' (NORTH ELEVATION SIMILAR) DEGK- RODE I eAogp G.O. NOTE DE51Gt�1 OF 20OC= FRAMING o METHop/ UxT�IJT o� 51-IoP 1=A�v2I� W.P T. Dox cAYIoN �Y 51"�=�L FA��I GATo�. Foy GGILING � �� V F�-AA501 A L 16HT6 �9 91MENrvlON5 MAY PSG MOOIF::�IED ONLY WITI-I -' w IZ I T T C-N APF120\/AL 5 Y cH 5V goN, U sA I I L-- CDN�V IT G LAMIP FAST ENE TQ I N5I P c- I�- �2 (Fo r2 145'G4,NOP( 0 14 4? ROOF L�A�ErZ PvG 02 GOP PE R (DY Fa,F3RICG.T0R) bol OUT ROOF L. FADER W I IH METAL 2EGEt�SED Jo-r t3oX. ONE AT EACH PUMP aLocK PRovl DE P RI I.L. E D TAPPED �RAcK�T To �al.-j-5 B OF c0LUMr4 (-fYf) la-'-3_' GLEArz 0 (' of megcoM so �P151-AK9r 0 �I-co Iq - 2 LIGHTER bOX t-- GoNDU I T II -TURN) OUT 9oOF I_ENc)eR I NOTE: P�UIf7E PU LI. I � F�Qx � GovER � I►.1 �O 0121�/E SLAF.S I i COL, 18� AP�D�/E Tprb, 6Look I I � IN.) I I THRE;ADEp GONI�I. F02 GofJ1'I N UAT I ON of P I PI N COY G. 0) �) I I II II � � I I �.� - �aL1 N n�T 1 G ►�� A CANOPY SECTIO A--2 SCALE: 3/4":1'-0" 0 �G�Or LE/aD�� GONOUI7� IN�IDG TUFF OR WRAPPER. PRo�Ir�E ACCESS Of�NI�lGS W/Gouew (5) A5 FeQlp - .,.\ GAN D P-� � o L U ►mot r`1 . lo" x lo" 5'TL• TUaS O�Z -p WF WITH SHeeT STEAL. — WRAP' GoL012 �LAGI.� COLUMN SECTION SCALE:, 1":1'-O". f r. f Y r Q i a 01 NORTH ELEVATION SCALE : 1 /4" : 1'--0" SOUTH ELEVATION SCALE : 1/4" : 1'--0" T/-\P F_ P_ TO ---� ASP N/-\\LT (rYp) All CONCRETE PAD OUTSIDE 13L D'G. 5Y OTHERS t 701- 311 %A 20'- O" FIXED LOUVERS W/ T'RAN50M (TYP) DoORs 4 L©uveR.5 6E IGE 5R- 440•S JAMB5 : 3" BLACK SK-10- S AIIZ AND WATER HOSES 11 eTYP, WEST ELEVATION SCALE : 1 /4" : 1'-0" FASC I A OFF- WHITE. NH -740-s 3" METAL STRI r SLACK, BK- lO S WALL COLOR bEI GE BR- 440- 5 (TYP) Co" METAL 15ASE BLACK, 3K-10-5 _EAST.. ELEVATION SCALE 1 /4 : 1'-0" " 5Q, KF. LDR. --- SHELF STANDARDS 21-S1101c, 2%4� ELEC. Co' HIGH SPAN EL ROOF VENTILATOR PUDLI C PUBLIC UTILITY/ REST ROOM REST ROOM SiORAC E #i #2 COMP, REELS [II II %ap �►�� 4 �nlnr E2\, — �- N�SE5 c \ FLOOR PLAN SCALE : 1 /4" : 1'-0" SMOOTH 5TEEL WALL PANELS KF_Q U I RED IN U REST ROOMS RESTROOM -t"3UlLDlNu" ■ 2'x �' CHECKERED It COvER OvEK OPENING IN FLOOR FOR PLUMBING ACCESS, BUILDING TO 6E. COMPLETELY SHap- FABRICATED, FLOOR INCLUDED SOFFIT LIGHT5 20 FT- 0 0 r r r A F 30033 ■ I -A r dr . Z E/YGh'T - SCRM• EM BLACK LETTER% J E I i!V WN/TE 5acr, BLUE Gt.o FINISH - ScRFCUM OW WHITE. f - � �..�-•-soFT Ito fiN/5,y � � ,BoRDE�P .�RouNo 11,QZ/9.4RK IM Z-/1-7ARK- GLO J CNEVRONs ARE ocCORATED L /fay T 6 0 � / = O " AND NON - F-msossEo LIGHT BOX HEIGHT ? ra" FACE HEIGHT�� A 2'-5%2" /9ly?6; ��TRD r _ _L 23 �t` ci 4'/�' D ' 9/i6" ,�- _. _ E _ FJ ..� Gy/K /9/,G Co'%v' — FLANGE T FLpN�E LIGHT BQX LENGHT FACE LENGTHT -H YER7 3�%iG' ��/i ' , - —i - T—_ ,o, o /ors s• _ T = / _ r o' 2=/!%r" 239//� 28�/4� /l6.. 5s �q•/!b l�/e• B�/�" ¢sy(' '//G 3°/6�� /" /� �o �` /a' s�: / � —� � � - - • -� � c,leLQ N - / 1 ' 2 _ — • - - -- --. /D `- � _ - 5' �¢ '/8" % o Ik El .KRYL/C QII 4• 14 2 yZ" VI rJ CIyNT SHIELD 511PPORT �?, CAM AS % 1' , WAY _ 5!_ 793 UN/�! eALL AS / OR EQUAL. A�� I1XGI�P1` LC4461e� C/4HT SHIELD 4 -a4r?z 01H0 LAMO$ „ 4- 9 6 rJ2 -0/NO L .4,NvS A P L A W TO r,44 Z 040 7.3 AM -OS. V /2 0 /COL T$ 2 15-► COW 71-0M 2 EX7RVQEo ALUM. FRAME 4" 3 4' Ll4HT 5HIE10 C ON t ( `x / --_ I - LIGHT 5HIEM SUPPORTZ I�k�" ALL'Nl CI �A1Jt.1�l- I Q VICEWIRE S ` I i A 131ae-wA'r %WM) VZ 96 M.i3. DRILLED/�// � iyfl TAPPED INTO "TUBE i ALL POL YMER CGW57/rC/ENIS O/`- PLASTIC /34CE5 OF 71115 516N ARE 1$f4WFAC7I1RED 8Y• "'V /5 rR 0 /V `/ CORFRATIM, 6YLIVAR 0101510N. . (pocrREs�N�S-586� LIGHT SHIEI ( TYPICAL) LONG ROLL To �'l/g" RAc CAM (TYP; LIGHT 5H 5 UPPO RT Y4 " n VI" At BAR VERTICAL AAC E WAY -4, ------ /:=7 A I/ A `%� scoirso 44 NEOPRENE room • bP.LKET 0 N rD FRONT VIEW z No SCALE ,v40 r4 • )0,4y t/. r *LL. / Al r4* /O A' SU,9. .6f S /D cr!n// t,o H/ D �+/z G' oA r SLAT wN<TF V//v mil- 4Z Z- Ex'r6pva-f 5 01k// 51A 0 - - VIAYy4L1 SG CK /o IGq 14 �. 0 0 .5,CCT /©AJ 7v r*L (4), A4, A. ORiLI #D 4f r< A/rD 7VAC CA(- wfwAMER �o it 1/4" I�Z7 0 i; tl i A F 30033 _C n a w a CANOPY PUMPBLOCK 3/1 co 0 MINI-MAP.7 SLAB PLAN METAL PAN CONC. FL. 2^O G,_AG ,I 10 10 WWF X b " I I -----FOOT 1 N G tO L — — J (SEE NOTE) rk_ SECTION. PEA GRA'VE.L. BACK-FIL.L. CANOPY I� VARIES VARIES X SEE PLAN SEE PLAN PUMP Q aLOCK 5 ,� __ DN �q•/FT DQ.iVE. SLAB u� 4 -'�4 TOP BOTT, I F(De SIZE OF OFEN UNDER I I `'-� [)ISPE_NSE2/SEE # 3 TIES C 12�� I I MANUFACTURER'S BETWN.OPNGS, I I INSTALLATION INSTRUCTIONS FOOTINCa BEYOND CANOPY COL. • �D EC I I O N GROUT POCKET' S•I S-I %21= 1 ' O1I X z Lu CONCRETE 2-c� 2-G�� -3 TIES@, 12" or b! COLLAR _ - __ -� EETWN. OPNG'S Q cvo — DIz1VF„ SLAB COLD OINT DRIVE SLAQ (TYP) *� r 4 #4 TOP BO TT ;. I I I L � I Ij�-- FOOTING SEE NOT I 1 LjL I � SECTIONS-I S-I 1.7r !'I POUND OFF CONCRETE CLEAN POST)' PRIME WITH LEI PRI MER, FINISH — WITH BLACK ENAMEL kb G I O/i*O W, W rF (TYP) f Coax GIB-10/10 WWF YARD SURFACE <9 I I� ' I n 1-O 1-O rc--� SECTION S--I a f f M E�'A IzooF Deck caA,W. ��-?EMI.. PITcI-I M I fJ, INN/F7: "T U WW po\n/N — HAWG)WARS- CL oTH (,TYp) f @ I.oW Nv MIN. GUTiGR �Ize 4-"x(V' E SECTION �) S-1 3-1 I/" 2 = I -O'' ArA �U I LnIN(a I.IN� G�• III P°I.Y��(2�r�e NOPY 60L INruL, COOLER GLCa, 1 NTSRIc�R W4LL. 1.1 NER SLOPE DN.2" P�EFIN.OPP WRITE MIN. 20 GA. pAGC. �OOT I I�1 'a I I �I • � � . . TI NDT�) 4" SED C H 40 Si EL PPE G2ADE F SECT10N 3 Iz 5E TE2. FILL W TH C NC, S-1S S311 I/2"_ 1'_OIi 11_ I 1 _ EEO N D gREAKE2� II II Il it I-o pIA_ STATIONARY GU POST I I I COLUMN -Z NOTE - DESIGN AND LOCATION OF FOOTINGS BY STEEL FAB2ICATOR (TYPICAL.) �0R I25-:1 NI: -�� 565I0N 9 -(HIS BHT. /� Il w 10'` w I 0 w w r I �vL T H 1� A N p Gov f� M r�l o L I TI-I ► C. (TY�'I6AL) .12.0 I I — loo wl0'Aw►o wwr, N L P16T 10 FOOTING (SEE NOTE) —`1 TYF21 SH��T M ETAL FAScI,�.IAA PrZSFIN. oi=P WH17e WH) =14o-5 SAFETY UPPF':R, 2 Do I JOT Loc.'A,T6 ov 12 f GLQr�0 \A/HC•9E L.IGI-IT 15 � f`•IDT ��QUIR�(� R�E�S �/�� I Fog DRIP �R�FIN.oFF V�/HiTE I SMOOTH SHEET METAL WALL FPAN5:l.5, PULL, H1, PI�EFIN. 6Lpck ��-10-� I We of V EN EE2,W HEN SPEOIF: IE:D. ' I r ALT5-RNATe WALL I N5Ui.. P Y e�TA,Tr � �f\I ERGY �opEs PoLY!�5,"rYRGNG AT CoOLEPz WA. L)1 N ALL C4,�';,E5 OR ERUIVALeN'f 'I N1�1UI.. WHICH Wl1L NOT .RSQuigrl- I G YP�U I� �OI�RD L.I le) E I'L f I O�/�RLA-( PAN�I,, GLIPP�D T4 WALL SII I FROM WALL FA GE�. PRF-FI fJ " -CURa) -DRIVE 5LAB Ll WALL, I`� SOTIQq r tz�EE & JENSON CANOPY, PUMP BLOCK a MINI -MART ENGINEERS- ARCHITECTS • PLANNERS, INC. SLAB PLAN a MISC. DETAILS '.WEST PALM ©EACH FLORIDA s SANFORD FLORIDA U,S-+92_ a AIRPORT BLVD. 7 FAC+47973 6 5 ChmD19 , Chevron U.S.A. Inc. 6, Marketing Operations 3 2 SCALE: AS NOTED DWG, NO. I DATE: MAY 11, 1984 REVISIONS DRAWN: H -% , IIO. DA. DATE � r - i A c• 10011 r ry F. 0 AIRPORT _BOULEVARD + (ONORA J�v ® X). I �0 0 c / e f �ok� h4v ROAD) C� cL, ToF' ¢4�v''l A C BASIN L.INV �/ 5' OL E �I r�"ND NEW /%2'' Cu/ sE,Pv/CE i M,49 T CONA/ECT/oN TO BU/L DING TO BE CO"RL ErlE -�//OP / ,BY 1 X46 kv,4 TER DePT. � f c T � Fd,3R1047 , E.PE EO L4G. RXWZO,!4 '14"CW !N/%N �I I MANUG�CTU�PEP / Ct NG RDUag /N %2 FROM PLUMc3/NF I PLUMB/N F/X U,PES F PIPIN(r, A/•P FOP �0ll1,eC Aie- 4e7rCS5 /iv FzaJe(ro FUTveE I �PEFEP T ��/U n�v s FOR W,4 rE,e PEEL.s ft/-7.5 ZA* 00ik'- ! 4fi4 -,2 ROwe s) I ' W,4 rE.e UG/-/- //V RE-p D. ! I I I � X Ica Jt w p� Lij ZL \ �o J' IILAJ et, /. 43� T .SEP /C T'd NK NEW AV, rl!FR '/ Q PPEC'i4si /ZOO gRG. Crlf' V Al/L T l�-, / Q I /NSr,4tPEA''L -57,44C t' C'DUNI E7- / � _ s pi pEc 7ED B y o O 8 tj ,EJ!/ST. FUEL P•PE- �'.43T -\�I MNkt 5 70,65 II I I I , /"V. % o III o I $ _ I 11 • /• OWN. To .FZIS T. l/ENT< -- I I FO FArI //I/3T,4[G PEEP S1.47 Qp/ < ---- -- — -- -- — --- - CATCH , U Y O s BASIN Ffi U� NE w 2 " T,4Nkl vENrs c o lvc . CONC. (-PEEVE 41Z ��EET ,0 POLE CCOOLNC. I POLE per., EX/ST. ,�IB�/i/1�DNEO XFze• IPEST PDOM BU/LD/Nl� _-�BUi1,D/NG 7-0 BE COti4,q£T6Z Y ,S/✓o,� P,446R1C.4r4FP AN49 ERECTFD SY ,BGOI. M,4/INUFAC'rUREP //t ZW1,01IM6 PU1149IN! FIXMA675 f r'IPING. fEFE,e 7-D S,4/OP ,0W4s. FO,e .3EINE.e � PWrc t' AVd6W-IN ,ee(, O PLUMBING SITE PLAN PLUMBING LEGEND -- EXISTING PIPING SAN SANITARY SEWER CW COLD WATER A AIR V VENT D DIESEL FUEL R REGULAR GAS U UNLEADED GAS S SUPREME UNLEADED GAS C.0. CLEAN OUT SHUT-OFF VALVE z Nk ■ r i r r"I J CI S a Li TERMINATE WITH I, OPW 23 VE1, 1�' r- A oc 51)C7 Cvl� (T`(PI CAL 4'1 SQUARE TUBE FRAM u FASTEN VENT R15ER5 SECURELY TO FRAME WITH PRE -FORMED CLAMPS %1' F EVEL BUTT WELD - GRIND SMOOTH 8 4" THICK CONCRETE ci COLLAR. TO BE FLU5H WITH YARD PAVING JT RISERS —. I+ YPICAL) GALV, PI PE UME AND WRAP/ ?LOW GRADE �CEPT AS NOTED) FIBER GLASS ADAPTER VENT RISERS DETAIL SCALE: N.T.S. I ASPHALT rAVINC, 411 OR Call CONCRETE SLAB BASE MP\TERIAL z oo0 o, � z z ._ 2u (MIN. TYP) NOTE WHEN INSTALL(NG NEW PIPING UNDER EXISTING �Al?RIVE - 5LA5, SAW CUT �5U T DO NOT CUT THROUGH i I � 1 .- *y �xz CLEAN PEA GRAVEL C,6,CKFILL MATERIAL: (T`(PICAL) CLEAN PEA GRAVEL. (TYPICAL) PIPE TRENCH DETAIL SCALE: N,T. S , LOCATE" ALL PRODUCT PIPING ON SAME FIDE OF PUMP BLOCK PIPE 'TRENCH AT PUMP BLOCK DETAIL SCALE: N.T. S. LINE OF 1011 x 10 -t- - SAND ' GRADE 5" FILL CORE HOLE IN �/MACH. BOLT WITH RUMP BLOCK RED HEAD ANCHOR _SHUT-OFF VALVE OPW 10-5 ii „ NOTE ; 2 %2 GLADE 5 SEE STABILIZER DETAIL MACHINE BOLT THIS SHEET %21' STEEL PIPE RISER ANGLE CAVITY PRIMED AND WRAPPED E,0LT TO TOP FIBERGLASS ADAPTER OF P. B, FIBERGLASS LINE PLAN TOP OF PUMP RISER AT PUMP BLOCK DETAIL BLOCK SHEAR PLANE bOLT BRACKET TO 5TA B I L I Z ER CONN. N/ 2 11,2" -- - GRAVE 5," 5HUT-OFF VALVE _ MACHINE DOLT OPW 10-5 ANGLE OR BENT PLATE ERACKET. HORI ZONTAL LEG 51 Z E D TO AVO 10 C,CNFLICT W/ PIPING A50VE SECT ION STABILIZER INSTALLATION SCALE: N.T. S. n t I .. r rm r r r r r EX/5T./N6 WOOD TELEPI-/ONE SER v/CE POLE LOW L. E' KEL Mof,0 L/Gh/T 4 (TYP. (9 PLACES) —3 41, AIRPORT BOULEVARD • O•. ROAD', 0 RE5 TROOM UTILITY BUILDING SEE D"WIA/G E- /Z ELECTRICAL SITE PLAN r SCALE: 1" = 20'-0" EX/577IN4 W060 &6CM(f SER VICE POLE -z 0 9 2 . NOTES: .I. SEE DEMOLITION PLAN, DRAWING NO T-4, FOR THE DISCONNECTION AND REMOVAL OR PROTECTION OF ELECTRICAL MATERIALS AND EQUIPMENT NOW EXISTING ON SITE. 2. THE NEW WIRING SHALL BE CONNECTED TO THE EXISTING SIGN WIRING, BONDING THE NEW EQUIPMENT GROUNDING CONDUCTOR (RUN WITH THE NEW CIRCUIT CONDUCTORS) TO THE NON —CURRENT —CARRYING METAL PARTS OF THE SIGN. CONDUIT SEALS SHALL BE PROVIDED WHERE REQUIRED BY NATIONAL ELECTRICAL CODE ARTICLES 501 AN.D 514. co/vou/T NO, R�Visionrs r 51 r r r. r n UTILITY :400A► M E R MAIN OIRcuIT do EXISTINC-� ELECT, 5WA4<ER UTILITY 5ERVICE POLE II # 6 C0PPE'f2 ti II 'PANEL PANI"L -PANEL �I P2„ ORRII 52 I I..-- GRouM.J() Ron I SERVICE RISER & PANEL FEEDER DIAGRAM SERVICE LOAD CALCULATION ESTIMATED DEMAND LOAD DESCRIPTION OF LOAD PHASE A AMPS RV -SEC AMPS TOTAL K V A PANEL it PIfl(INCLUDING PANELS" Pig& RR) 201.4 209.7 49.33 riI LOCAL ELECTRIC PROVIDE 3' SLACK - UTILITY SERVICE POLE LOCAL, ELECTRIC UTILITY WILL INSTALL EQUIPMENT ON POLE AND WILL MAKE I CONNECTIONS I INSTALL BUSHINC7 C RADE I Ij I I I i ELECTRIC SERVICE POLE � SCALE: NONE 0 Ili \ CoNDUI-T -_____,_-_� A�m LJ TELEPHONE SE VICE POL SCALE: ZONE j64 DATE 5/11/84 JOB NO. 84-303 JOB TITLE/CLIENT; CHEVRON U.S.A. BUILDING: SERVICE STATION, SAbFORD, FLORIDA SNORT CIRCUIT CALCULATIONS CALCULATIONS BASED ON PER UNIT SYSTEM BASE KVA 37.5 SOURCE VOLTAGE 132W AVAIL. SHORT CIRC. KVA AT SOURCE (CALCULATED) 100000 X/R RATIO, SOURCE (SEE IEEE STD. 141-1976) 15 TRANSFORMER DATA, ALL �lG U l %� KVA TING 37.1 PRIMARY VOLTAGE 13200 1 SECONDARY VOLTAGE 240 IMPEDANCE 2.5 TYPE, PADMW OR DISTRIBUTION DIST X/R RATIO 1.19 LENGTH OF SECONDARY CABLE RUN (ft) 230 SECONDARY CAFE: TYPE, COPPER OR ALUMINUM CU SIZE (AWO) 600 MCM 14UMBER PER PHASE 1 R VALUE .0237 X VALUE .0356 SECONDARY CABLE RACEWAY. MAGNETIC SEE & JENSON NONIAGNETIG X SGI --- — ------ --- RESULTS: ENGINEERS- ARCHITECTS • PLANNERS, INC. m I WEST PALM BEACH FLOHIDA SHORT CIRCUIT UAW ON SECONDARY SIDE OF TRANSFORMER,. 6175,041 CIRCUIT CURRENT AT END OF SECONDARY CABLESHORT r-------"- 4932.058 ` r -------------" 7 GEE & JENSON — ENGINEERS — ARCHITECTS — PLANNERS INC. BEACH WESPAM�BEACH, FLORIDAA M02 6 AP. i a III a .. = 30C33 'v a DOrIAG DlGRO TANK LEVEL SENSOR MANHOLE SCALE: NONE 3" SQ- x 3'.0" HWaH ALUMINUM Post --- 3,-001 175 VA?T MERCURY VAPOR LUMIQAIRE BASE COVER, PRESET ANCHoP, BOL:r5 GRADE � � .•,. 4': { CUR5 4 NOTE I CONCRETE ' FOUN DAT I O N 10'-O" COPPERWELO GxAoUND 0 ROC. CADWELD CONNECTION AT TOP. 12" • ROUND (w, SQ. N95ET ANCHOR & ON 7" 50LT CIRCLE Z 3/4" S4 . ST Ub AKEA BASE COVER LOW LEVEL YARD LIGHT SCALE: 1"=1'-0" 501 SQUARE STEEL POLE MAIHOLE - -r SEAL 5HkLL BE ABOVE BACKFILL. TO 6E ACCESSIBLE ELCCTR�CAL CONDUIT -rap b F TANK - —� PUMP D1504ARaE PIPING SUBMERSIBLE TANK PUMP INSTAI_I ATION 3,-& SCALE: NONE [75 WATT METAL - HALIDE LUMINAIRE g k5 E COVER I * 4 R BAR HOOP ' GRADE � CuR� °- i :•. CONCRETE FOUNDATION NOTE I ROUND OR SQUAi�E A L 4/4� )(1 -0 'COPPERWELD GROUND ROD. CADWELD C;44HFCTIO" AT TOP. 04 REBAR HOOP 4- $/4" SQ. STUB AREA, 3/4" (P ANCHOR EASE COVER, BOLTS ON l I " BOL.'i CIRCLE HIGH LEVEL YARD LIGHT s SCALE:- 1/2"a1'-0" E'3 i FINISHED CzRADE Z _ PACKFILL MATERIAL-90% COMPacTON IM G," LI F75 N WHERE UKIDEFC PAVEMENT MINIMUM SPAClWa BETWEEN CONDUITS SHALL 5E I I /Z" 15ACKFILL MA-TERIA,L _ - cn PA 55I►.l z A 1/4" SCREEN 3" 3" MIN. MIN. r CONDUIT TRENCH SCALE: NONE E-3 NOTE s THIS DETAIL. APPLIE5 To ALL UNDERGROUND CONDUITS INSTALLED, a 11 LIGHTING FIXTURE SCHEDULE -_ M WATTS DESCRIPTION OF FIXT. LAMPS FURNISHED BY QTY. WATTS TYPE SB HIGH-LEVEL YARD LIGHT, "WHITEWAY" CITATION I, CONSISTING OF 1-#41328-030 5"x 5"x 12' HIGH STEEL POLE AND 1- l 1 175 SUPER METAL HALIDE CHEVRON 1/175 #39440-011-120V 15"x 24" SIDE -MOUNTED FLAT -LENS LUMINAIRE. SF LOW-LEVEL YARD LIGHT, 14% 14", DROP ACRYLIC LENS, SIDE -ARM -MOUNTED ON 3% 3% 3 FT, HIGH ALUMINUM POST 8 1 175 MERCURY VAPOR CHEVRON 1/175 "WHITEWAY" CAMARO #46031-142-12OV. SN HALLMARK SIGN, SINGLE ]2" ROUND POLE, FIXED -CENTER -MOUNTED SIGN, SIMILAR TO CHEVRON C77C, APPROXIMATE HEIGHT INDICATED NEXT TO SYMBOL. .l LOT 2400 T12 800MA RAPID -START FLUORESCENT EXISTING 2400 NOTES 1. INSTALL THE SIZE AND NUMBER OF CONDUITS AND CONDUCTORS INDICATED ON THE SITE PLAN AND CONDUIT SCHEDULE. TERMINATE EACH CONDUIT WHICH DOES NOT EXTEND INTO OR THROUGH A HAZARDOUS AREA WITH A GROUNDING CONDUIT BUSHING. TERMINATE EACH CONDUIT WHICH EXTENDS INTO OR THROUGH A HAZARDOUS AREA WITH A CONDUIT SEAL, A NIPPLE AND A GROUNDING CONDUIT BUSHING.. INSTALL CONDUIT TERMINATIONS 6" MINIMUM (18" IF TERMINATION IS LOCATED IN A HAZARDOUS AREA) ABOVE GRADE. BOND THE EQUIPMENT GROUNDING CONDUCTOR RUN WITH THE CIRCUIT CONDUCTORS, AND BOND THE LOCAL GROUND.ROD CONDUCTOR IF ANY, TO THE NON -CURRENT -CARRYING METAL PARTS OF THE ELECTRICAL EQUIP- MENT. A L L clP cul i5 M r r. r GANOR"( (SUMP r�Locl�''L:" PUMP 15L.00K =C,' PUMP ocK"Fe I � I ic I�� ni- 4o I I 4E I ISLAND 3 I 15LANF)1S col-~ — ISLAND# I I y I (5L�AND#4 I r 41 I ISLAND 3��2 I �o 4- I I � Q ICJ 34 40 I 14 � o I I I I MINI -MAT— GA51-tIE� I I I I ( i I I I BEST RooNl � � I I I �LeGTRIG I cONTWOLs I II 12 13 14 43 7 8 9 10 41 DISPENSER AREA - ELECTRICAL PLAN SCALE: 1 /8" = 1:`-0" LIGHTING FIXTURE SCHEDULE SYM- QTY. LAMPS FURNISHED WATTS DESCRIPTION OF FIXT. BY QTY. VIATTS TYPE CA CEILING -SURFACE -MOUNTED, 231.'x 23", 24 1 400 SUPER CHEVRON. 1/40 WITH DROP ACRYLIC LENS;-"WHITEWAY" METAL RIVIERA #39059-464-24OV. HALIDE CK CEILING -RECESS -MOUNTED, WITH EXTERNAL 4 2 85 72" 800MA CHEVRON 2/85 BALLAST, 12 FT. LONG, "WHITEWAY" RAPID -START METRO #SMER-IHO-12 FT.-120V. FLUORESCENT CM CEILING-RECESS-MOUNTED, WITH EXTERNAL 4 2 110 96" 800MA CHEVRON 2/110 BALLAST, 16 FT. -LONG, "WHITEWAY" RAPID -STAR METRO #SSMER-lHO-16 FT.-120V. FLUORESCENT CO CEILING -RECESS -MOUNTED, WITH 'EXTERNAL 2 3 85 72" 800MA CHEVRON BALLAST, 18 FT. -LONG, "WHITEWAY" RAPID -START 3/85 METRO #SMER-1HO-18 FT.-120V. FLUORESCENT END -MOUNTED LIGHTER BOX, PLASTIC- 3 4 100 84" 800MA CHEVRON CW ENCLOSED, 42"-HIGH x 14"-2 1/2" LONG, 120 V. 4 110 96" 800MA RAPID -START 8/HO FLUORESCENT L-IGHTER BOX CONDUIT , (TYP, 3 PUNCE5) E-5 CK 4 GA 24 'FI--21 PI-21 PI-10,12 I PI- lo, 1z o j a I � I PI-.2I I I PI-10,12 PI-10,12 I I PI-i�,12 I CE.I L. NG-5UFZFACEFi-I - -5 MTD, MH FIX -CURE / 0 �MJ I T (l PI-10112 III r 35 (No -r E I) l o l I PI-2,4- �-,F61J Pi-10)12_ PI-21 PI-ZI PI -c,g PI-19 1 PI'19 PI-li p1-214- - _--/ PUMP gLocK„�, 1 PUMP ��.OGK.';R„I PUMP 5L0 CANOPY L-IGI-ITiNG 3 CONDUIT E-a ..CANOPY LIGHTING PLAN SCALE; 1 /8 , _ `-0" 4 C;OV zSS I I 15LANP # `� —pi�19 PI-19 PI-11 / I Z Lo I J I PI-191 PI-Z)4 C PI -G, 8 PI-(0)8 MOTE 2 No7E -5 7 PI-2,4- _ I � I I � I P 14-7 P1-2)4- I PI-G,S pl- 24 PI-2,4- 1 41 1/ 0 �l PUMP P2L0Gk "G"P�LoG14 P � � 15L.ANp #'S ISI�P.ND # I � I I ha INTEF?COM 2 CONDUITS E-5 I (TYP 5 PLAG �s� II I) it I I II 15LAIJ0 _2. 1 CANOPY INTERCOM PLAN SCALE: 1 /81"=1"-0" CANOPY PLANS NOTES 1. 7410 -+- 6-#12 CONDUCTORS ARE: #10 Pl-2/A #10 P1-4/C #10 Pl-6/A #10 PI-8/C #10 Pl-lO/A 1110 P'l -12/C #12 P1-17/A #12 PI-17/N #12 P1-19/C #12 P1-19/N #12 P1-21/A #12 PI-21/N #10 Pl-G 2. 4-#10 •+• 2412 CONDUCTORS ARE: #10 P1-2/A , #10 -P1-4/C #10 Pl-6/A #10 P1-8/ C #12 PI-17/A #12 P1-17/N 3. 4410 •+- 4-#12 CONDUCTORS ARE: 1/10 P1-6/A #10 P1-8/C #10 P1-10/A #10 P1-12/C #12 P1; 19/ C #12 P1-19/N #12 P1-21/A #12 P1-21/N 4. EXCEPT AS SPECIFIED IN NOTES 1, 2 AND 3 ABOVE, ALL LIGHTING CONDUCTORS ARE INDICATED AS FOLLOWS: 2 #12 2 #10 - 2 #10 w 2 #12 5. ALL CONDUITS ARE'3/4" EXCEPT WHERE 1" CONDUITS ARE INDICATED; 6. ® INDICATES 40x 4"x 4" WEATHERPROOF JUNCTION BOX,C-H#WABO40404. ® INDICATES 4"x 4"x 2-3/16" WEATHERPROOF JUNCTION BOX, APPLETON #JIC-2. O INDICATES WEATHERPROOF CONDUIT BODY, TYPE LB OR T, AS REQUIRED. h Z-1 ALL G/RGiI/T5 UNISTRUT PIOOO (WELD) 34/ SIZE MYERS HUB, CAT. NO. S7TB-2---\ A E-S STEEL DECK PANEL ■ n WEATHERPROOF JUNCTION BOX OR CONDUIT FITTING LB OR TB. SEE CANOPY PLAN FOR DETAI L.S. ?/u G. �11 /4 NIPPLE, LENGTH A(� REQ"D. %2'SIZE BOLT 4 .NUT (TYR.) 5 WIDE STEEL PLATE, GAUGE 14 (LENGTH AS REQ' D) CEILING -SURFACE -MOUNTED METAL -HALIDE FIXTURE LOCKN U TS 4 BUSHING 3/4"SIZE SECTION A E-5 34`5EALITE FLEX, LIQUID -TIGHT TYPE EF LIQUID -TIGHT CONNECTOK G-H # LTB 75 (TYP 2 ) 3/4u R5G CONPU IT NEMA 3K BALLA5T &OX (SEE DWG. BELOW 27" L X 3 SHEET METAL SCREWS ATTACH TO PACK OF FASCIA I- �14" 95G CONDUIT COUPLING NIPPLE (TYR) ' ' L bALLA5T BALLAST SOX CEILING -RECESS -MOUNTED FLUORESCENT FIXTURE SCALE: NONE u C i L 1a JUNCTION box - 4 "x 4"x 0/I1o" APPLETOI.1 # J I C - 2 �FoR IN"fERCoM) CANOPY 3/433 C., DROP FOR EACH SPEAKER To BE INSTALLED AT 15L&IJD5 I # 1lz15/4-, * 5 II SPEAKER W/MICROPHOWS II (FURNI5I4F_P/ lNVIALLED, II AND CONNECTS© DOUBLE C-%A.NG; BY OTHERS) I WEATHERPROOF I JUNCTION f�OX CONDUIT RUN I INSTALLED AT ONLY ISLAND #5HEIGAHT I I Co-ORDINAiE ( OF CoNoU r SEAL I _ I" CONDUIT CLAMP 10 MATCH HAt,0HQLE I C.H. # UNF 30S o G CANOPY COLUMN i C.H. # EYS 31 TOP of 15 L AND ------7 FOR CONTINUATION, SEE DISPENSER AREA ELECTRICAL PLAN D15PC►.15�2 GA a Q R EA.D E PEDESTAL TEl (�SM C?V_rN L , 9l%NT) CONDUIT SEAL. ACCE55 HANDHOLE INTERCOM CONDUITS SCALE: NONE �rR I y2I I y�` r9' yS CANOPY C4,QoPY Col LIGHTER BOX CONDUIT e4mmIJ 16l &Ttoo Go►1DUIT I I , cr+ AG Pt74 v_v l eo"Vu I T CARD READER' PEDESTAL TEMPLATE CARD READER CONDUIT TEMPLATE SCALE: NONE SCALE: 3/ 16"= 1" SCALE : NONE TOP OF CONGRETE k. aoPY =oR LOCATIORIS Box 3apyc- PIPc (CAPMU) A s PROiEGTl V a3 CO✓ EK Far- 5TUC3- tle c-_I , fo C,p�vE II cA P I I Gvaloul-r II II 1� GOMDU1T (TYP. 2) FOR GONT I N U AT I ON SEE DISPENSER AREA ELECTRICAL PLAN i CARD READER CONDUIT RISER 0 SCALE: NONE STEEL BEAM ELBOW FITTING I" SIZE C-H 4LB B8 FOR CA►NOP`( FACIA 4 L GHTER BOX . II I I I CO-ORDINATE HEIGHT OF CONDUIT SEAL WITH CANOPY COLUMN A ACCESS HANDI 0LE IN COLUMN, GROUT* .POCKET II 'PAVEME.NT 14" SQUARE II I( TOP OF II CONDUIT COUPLING ISLAND II BELOW GRADE, I1 I AP N FOR GONTINUAT ION , SEE DISPENSER AREA ELECTRICAL PLAN CANOPY LIGHTING CONDUIT I ALL GIRCUI77S SCALE: NONE SCALE: NONE 0 — - -- -- — INSTALL ON OPPOSITE SIDE OF Pl1MP BLOCK FROM PRODUCT PIPING. FOR CONTINUATION SEE DISPENSER AREA ELECTRICAL PLAN. Y r f r f J G = :iUU33 a u 0 Lp N W 'U cc • �O G TELEPI f l T.. ITS/ n AA ii. r r--� �rnrrnrnv r�r_ir r-rnn�unr ril rY%/-\►r-4 _.►�V►�G, (+,r125 FLAN---MINI—MART BUILDING D� SCONNEC;T uT►U-r Y METER 1 /2" = 1'-0" 0 aHTING pT Gcx�`C 4 w CA t5 1# SAP L------ ..1 MINI —MART SECTION SCALE: 1/2"= 1'-0" E 6 GoN,J,r5�1 -# 12 150LATW DN Gvf�UoTdf� GrLIAM � • Tt b c.,AT� ;�b4� F1t..l15NED pAVI►.14. TNReApC.D 6crOUMP 909 4OPPr_KYV 11-' L0 3/4' 91A. x t.0 LG, K>rS1ETAWCE TO GGOU► O MST 15E. 29 -, OQ Lr-SS. pfZlvc 9ccPC9 lF SERVICE GROUND ROD SCALE: 3/4" = 1'-0" SCALE: 1 /2" = 1'-0" E61FR61rNcr i SHUTDOWN swircvEs n�,� eMA IM2� 5EF ALL CIRCUITS L/Q11, f IRE WAY =L SUPf�RT f,L 4A I L-I\IV/1" L�/V!✓UI SECTION SCALE: 1 "= 1'-0" .1 t. 11 a 0 4 CONDUIT SCHEDULE CONDUIT CO.ND.UCTOR FROM TO REMARKS NUMBER SIZE NO. SIZE CONN. TYPE 3" 3 600MCM ACN THHN/THWN MINI -MART - MAIN DISCONNECT ELECTRIC UTILLTY SERVICE ELECTRIC SERVICE AND ELECTRIC METER. SUPPLY POINT. 3/4" 3 #12 ACG THHN/THWN MINI -MART - RELAY PANEL - TANK #1 - ' SUPREME PUMP #1 SUPREME PUMP STARTER SUPREME PUMP POWER 3/4" 3 #12 ACG THHN/THWN MINI -MART - RELAY PANEL - TANK #2 - UNLEADED PUMP #2 UNLEADED PUMP STARTER UNLEADED PUMP POWER ® 3/4" 3 #12 ACG THHN/THWN MINI -MART - RELAY PANEL - TANK #3 - REGULAR PUMP #3 REGULAR PUMP STARTER REGULAR PUMP POWER 3/4" 12 #12 NOTE 2 THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #1 DISPENSER & PUMP CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS ® 3/4" 12 #12 NOTE 2 THHN/THWN MINI-MAR-T - DISPENSER PUMP DISPENSER #2 DISPENSER & PUMP CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS O 3/4" 12 #12 NOTE 2 THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #3 DISPENSER & PUMP CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS• 10 3/4" 12 #12 NOTE 2 THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #4 DISPENSER & PUMP CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS 11 3/4" 12 #12 NOTE 2 THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #5 DISPENSER & PUMP CONTROL PANEL.& DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS iL 3/4" 12 #12 NOTE 2 THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #6 DISPENSER & PUMP CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS 13 3/4" 12 #12 NOTE2' THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #7 DISPENSER & PUMP CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS 14 3/4" 12 #12 NOTE 2 THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #8 DISPENSER & PUMP CONTROL PANEL & DATA- CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS 3/4" 12 #12 NOTE Z T_HHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #9 DISPENSER & P1'4P 15 CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS- COMMUNICATIONS 16 3/4" 12 #12 NOTE 2 THHN/THWN MINI -MART - DISPENSER/PUMP DISPENSER #10 DISPENSER & PUMP CONTROL PANEL & DATA CONTROLS & DATA DISTRIBUTION CABINETS COMMUNICATIONS 22 3/4" 4 #10 ACAG THHN/THWN MINI -MART - RELAY PANEL - AREA LIGHTS AREA LIGHTING LIGHTING CONTACTORS 25 3/4" 4 #10 -ACNE THHN/THWN MINI -MART - RELAY PANEL - HALLMARK SIGN - HALLMARK SIGN LIGHTING CONTACTORS SOUTHWEST LIGHTING NOTE 1 - MINI -MART - CANOPY - DISPENSER AREA INTERCOM JUNCTION BOX INTERCOM JUNCTION BOX INTERCOM 35 1" 6 #12 NOTE 3 THHN/THWN MINI -MART - RELAY PANEL - CANOPY - CANOPY LIGHTING 7 #10 THHN/THWN LIGHTING CONTACTORS LIGHTING JUNCTION BOX AND LIGHTER BOXES 36 3/4 - - NOTE 1 - MINI -MART - CARD READER PUMP BLOCK R - CARD READER DATA JUNCTION BOX CARD READER.STATION COMMUNICATIONS 38 3/4" - - NOTE .1 - MINI -MART.- CARD READER PUMP BLOCK L = CARD READER DATA JUNCTION BOX CARD READER STATION COMMUNICATIONS 40 3/4" - - NOTE 1 - MINI -MART - CARD READER PUMP BLOCK C - CARD READER DATA JUNCTION BOX CARD READER STATION COMMUNICATIONS 41 3/4" - - NOTE 1 - MINI -MART - PUMP BLOCK R - CARD READER PANEL P2 CARD READER STATION CONTROL POWER 43 3/4" ` - NOTE I. - MINI -MART - PUMP BLOCK L - CARD READER _ PANEL P2 CARD READER STATION CONTROL POWER 45 3/4" - - NOTE 1 - MINI -MART - PUMP BLOCK C - CARD READER PANEL P2 CARD READER STATION CONTROL POWER 46 3/4" - NOTE 1 - MINI -MART - TANK #1 - SUPREME - TANK #1 - SUPREME.- TANK LEVEL MONITOR LEVEL SENSOR MANHOLE LEVEL INDICATOR 47 3/4" - - NOTE 1 - MINI -MART - TANK #2 - UNLEADED - TANK #2 - UNLEADED TANK LEVEL MONITOR LEVEL SENSOR MANHOLE LEVEL INDICATOR 48 3/4" - - NOTE 1 - MINI -MART - TANK #3 - REGULAR - TANK #3 - REGULAR - TANK LEVEL MONITOR LEVEL SENSOR MANHOLE LEVEL INDICATOR 51 3" 3 600MCM ACN THHN/THWN MINI -MART - MINI -MART - FEEDER 1 #3 G BARE OR INS MAIN DISCONNECT PANEL P1 52 1-1/4" 3 #3 ACN THHN/THWN MINI -MART - MINI -MART - FEEDER - PROVIDED PANEL P1 PANEL P2 WITH BUILDING 53 1" 3 #3 ACN THHN/THWN MINI -MART RESTROOM UTILITY BUILDING- FEEDER 1 #8 G BARE OR INS PANEL P1 PANEL RR 61- 3/4 - - NOTE 1 - MINI -MART - TELEPHONE UTILITY SERVICE TELEPHONE SERVICE TELEPHONE JUNCTION BOX SUPPLY POINT 62 3/4" - - NOTE 1 - MINI -MART RESTROOM UTILITY BUILDING- PAY TELEPHONE TELEPHONE JUNCTION BOX PAY TELEPHONE COMMUNICATIONS CONDUIT SCHEDULE NOTES 1. INSTALL A PULL -WIRE, AND CAP AND MARK CONDUIT ENDS FOR IDENTIFICATION. CONDUCTORS WILL BE FURNISHED, INSTALLED AND CONNECTED BY OTHERS. 2. 3-BLK, 2-ORG, 1-WHT, I-GRN, 1-GRY, 2-BRN & 2-YEL. 3. SEE NOTE 1 AT CANOPY -LIGHTING PLAN. EQUIPMENT SCHEDULE ITEM DESCRIPTION QTY. UNIT NOTE REMARKS M3 2-WIRE ISOLATED GROUND RECEPTACLE, LOCKING TYPE, 1 EA I 20A, 125V, HUBBELL #lG-2310 WITH PLUG #2311 AND STAINLESS STEEL COVER PLATE. M5 SURFACE METAL RACEWAY WITH FITTINGS. A/R FT 1 FOR LTG. & REC'LS. WIREMOLD TYPE 2100• A/R FT 3 FOR CONTRACTOR - INSTALLED CIRCUITS M6 SURFACE METAL RACEWAY, WITH FITTINGS. A/R FT 1 FOR LTG. & REC'LS. WIREMOLD TYPE 2200. A/R FT 3 FOR CONTRACTOR- INSTALLEDCIRCUITS DISPENSER/PUMP CONTROL PANEL, SQUARE D, CONSISTING 1 EA 3 OF 149001KYAF12 12-UNIT ENCLOSURE, 2-#9001K52 M7 CLOSING PLATES, 10-#900lKSllKl 2-POSITION KEYED OPERATORS, 40-#9001KA1 NC/NO CONTACT BLOCKS, AND 10-#9001KN799 LEGEND PLATES READING AS INDICATED IN THE DISPENSER/PUMP CONTROL PANEL DETAIL. PUMP INDICATOR PANEL, SQUARE D, CONSISTING OF 1 EA 3 M8 1-#9001KYAF4 4-UNIT ENCLOSURE, 1-#9001K52 CLOSING PLATE, 3-#9001KP7G9 GREEN 230V PILOT LIGHTS, AND 3-#900101799 LEGEND PLATES READING: "SUPREME", "UNLEADED" AND "REGULAR". M9 ELECTRONIC CENTRAL DISPENSER INTERFACE MODULE. 1 EA 2 M10 COMPUTER VOLTAGE REGULATOR, 120V, 750VA. SOLA CAT. NO. 63-23-175-8. 1 EA 2 M14 DATA DISTRIBUTION CABINET. 2 EA 2 TANK LEVEL MONITOR, 1 EA 5 MI5 14-1/2"11 x 17-1/4"W x 8" D (MAXIMUM SIZE) f416 COMPUTER CONSOLE. 1 EA 4 NCR 2950 EMERGENCY SHUTDOWN STATION, SQUARE D, CONSISTING OF 2 EA 3 M18 1-#9001KY1 1-UNIT NEMA-4 ENCLOSURE, 1-#9001KR9R MAINTAINED -CONTACT PUSHBUTTON OPERATOR WITH RED KNOB AND LEGEND PLATE, AND 2-#9001KA3NC CONTACT BLOCKS. EXTERIOR LIGHTING CONTROL PANEL, SQUARE D, 1 EA 3 M19 CONSISTING OF 1-#9001KYAF4 4-UNIT ENCLOSURE, 1-#9001K52 CLOSING PLATE, 3-#9001K511B 2-POSITION KNOB OPERATORS, 349001KA2 NO CONTACT BLOCKS, AND 34900101799 LEGEND PLATES READING AS INDICATED IN THE EXTERIOR LIGHTING CONTROL PANEL DETAIL. RELAY PANEL, CONSISTING OF 1-#A302408LP HOFFMAN 1 EA 3 30"FI x 24"W x 8"D ENCLOSURE, 1-#A30P24 HOFFMAN 30"x 24" MOUNTING PANEL, 5-#8903SM04.-120V SQUARE D 5P30A LIGHTING CONTACTORS, 3-#8536SB01-120V SQUARE D M20 2P SIZE 0 MAGNETIC STARTERS WITH HEATERS SIZED FOR THE PUMP MOTORS, 3-#90O1KS11K1 SQUARE D 2-POSITION KEYED OPERATORS, 3-#9001KA2 SQUARE D NO CONTACT BLOCKS, 3-#9001KA2 SQUARE D LEGEND PLATES READING AS INDICATED IN THE RELAY PANEL DETAIL, AND #9080GC6 SQUARE D 3-#10 30A TERMINAL BLOCKS AS REQUIRED. PANEL P1. SQUARE D TYPE NQOB PANELBOARD. SEE 1 EA 1&3 M23 PANELBOARD SCHEDULE FOR DESCRIPTION AND FOR CIRCUIT BREAKERS TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CIRCUIT BREAKERS SHALL BE SQUARE D TYPES QOB, QIB AND Q2 AND SHALL BE RATED 10,000-AIC RMS SYM M24 PANEL P2. SQUARE D TYPE QO LOAD CENTER. SEE PANEL- BOARD SCHEDULE FOR DESCRIPTION AND FOR CIRCUIT 1 EA 1&3 BREAKERS TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CIRCUIT BREAKERS SHALL BE SQUARE D TYPE QO AND SHALL BE RATED 10,000-AIC RMS SYM. MAIN SERVICE DISCONNECT, SQUARE D, CONSISTING OF 1 EA 3 M25 1-#LA400S NEMA 1-SURFACE ENCLOSURE, 1-#LA26400 2P400A CIRCUIT BREAKER, AND 1-#400SN 40OA NEUTRAL BAR . f428 SCREW -COVER WIREWAY, NEMA 1, LAY -IN, 6"x 6" WITH FITTINGS, SQUARE TYPE AS FT 3 D LD6. REQ'D M31 TANK LEVEL SENSOR DISTRIBUTION BOX, SQUARE D, CONSISTING OF 1 #LD41 4"x 12" 1 EA 3 LAY -IN NEMA 1 SCREW - COVER WIREWAY AND 2 #LD4CP 4"x 4" CLOSING PLATES. M32 METER BOX, NEMA 3R, 103W 120/24OV, COMPLYING WITH LOCAL ELECTRIC UTILITY 1 EA 6 REQUIREMENTS. EQUIPMENT SCHEDULE NOTES 1. THIS ITEM WILL BE FURNISHED AND INSTALLED BY THE BUILDING FABRICATOR; IT IS PROVIDED AS PART OF THE BUILDING. 2. THIS ITEM WILL BE FURNISHED BY CHEVRON TO THE CONTRACTOR AND SHALL BE INSTALLED AND CONNECTED BY CONTRACTOR AS NECESSARY TO PROVIDE A COMPLETE AND OPERATING SYSTEM AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 3. THIS ITEM SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 4. THIS ITEM SHALL BE FURNISHED AND INSTALLED BY CHEVRON. 5. THIS ITEM WILL NOT BE INSTALLED AT THIS TIME. THE. ITEM IS SHOWN AND DESCRIBED TO ASSURE THAT THE SPACE REQUIRED FOR FUTURE INSTALLATION IS KEPT CLEAR. 6. THIS ITEM SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. IF THE LOCAL ELECTRIC UTILITY NORMALLY FURNISHES THE ITEM, THE CONTRACTOR SHALL INSTALL THE UTILITY - FURNISHED ITEM. r LOCATION MINI -MART BUILDING PANELBOARD SCHEDULE PANEL -pi N CIRCUIT AMP ER E N-2 BUS CKT N9 AMPERES CIRCUIT D ESCRIPTION BKR. A C A BKR. SUBMERSIBLE TANK PUMP #1 - SUPREME (1-1/2 HP) ' 2P20A 10.0 - 1 T' �. T .�, r �. r;r �;� T T T -r -;� 2 17.6 - - 17.6 2P30A CANOPY CEILING LIGHTING - * OVER PUMP BLOCK R. - 10.0 3 4 SUBMERSIBLE TANK PUMP #2 - * UNLEADED (1-1/2 HP) 2P20A 10.0 - 5 6 17.6 - - 17.6 2P30A CANOPY CEILING LIGHTING - OVER PUMP BLOCK C. - 10.0 7 8 SUBMERSIBLE TANK PUMP #3 - * -REGULAR (1-1/2 HP) 2P20A 10.0 - 9 10 17.6 - - 17 6 2P30A * CANOPY CEILING LIGHTING - OVER PUMP BLOCK L. - 10.0 11 12 SPACE 2P - - 13 14 - - 1P SPACE - - 15 16 - 10.0 10.0 - 2P20A * HALLMARK SIGN - SOUTHWEST CANOPY SOFFIT & LIGHTER BOX - OVER PUMP BLOCK R. * 1P20A 12.7 - 17 18 CANOPY SOFFIT & LIGHTER BOX - * OVER PUMP BLOCK C. 1P20A - 15.8 19 20 - 9.0 7.2 - 2P20A * AREA LIGHTING CANOPY SOFFIT & LIGHTER BOX - * OVER PUMP BLOCK L. 1P20A 14.5 - 21 22 COMPUTER POWER * 1P15A - 7.5 23 24 - 4.5 1P20A * DISPENSER/PUMP CONTROLS NOTE 1 2P60A 41.7 - 25 26 20.4 - _ 20.4 2P30A NOTE l - 41.7 27 28 SPACE . 2P - - . 29 30 - _ - _ 2P SPACE - ,- 31 32 PANEL P2 - MINI -MART BUILDING 2PIOOA 31.4 - 33 34 SPACES USED BY PANEL P2 CIRCUIT BREAKER - 45.7 35 36 PANEL RR - RESTROOM UTILITY BUILDING * (225A- FRAME SUBFEED 2PlOOA 35.7 - 37 T 38 - - 2P SPACE (225A - FRAME SUBFEED) - 33.3 39 401 - - TOTAL AMPS ' BUS A = 258.2 BUS C = 268.9 ESTIMATED DEMAND AMPS (78%) BUS A = 201.4 BUS C = 209.7 TOTAL CONNECTED KVA = 63.25 . ESTIMATED DEMAND KVA = 49.33 78%) FEEDER SIZE'IS TO BF-__L_ INCH CONDUIT WITH_�_NO 600MCM + 1#3 (G) (design based on copper) TYPE HHN THJJ k LOCATION MINI -MART BUILDING PANELBOARD SCHEDULE PANEL "P2 CIRCUIT AMP RES w Ns BUS CKT NQ AMPERES CIRCUIT D E SCRIPTION a KR. NOTE 1 1P15A 1.7 - 1 .-. �-. ,-. 2 2.5 - 1P1.5A NOTE 1 NOTE 1 1P15A - 3.5 3 4 - 3.5 1P15A NOTE 1 NOTE 1 1P15A 3.5 - 5 6 6.3 - 1P20A NOTE 1 NOTE 1 1P20A - 3.3 7 8 - 6.0 1P20A NOTE 1 NOTE 1 1 P20A 5 .0 - g 10 3.0 - 1P20A NOTE 1 NOTE 1 1P20A - 6.2 11 12 - 8.3 1P20A NOTE 1 NOTE 1 1P20A 8.4 - 13 14 1.0 - 1P20A * . EXTERIOR LIGHTING CONTROLS NOTE 1 IP20A 2P - 14.9 15 17 16 - - 3P SPACE SPACE 18 - - - - 19 F2O - - TOTAL AMPS BUS A = 31.4 BUS C = 45 .7 ESTIMATED DEMAND AMPS(87%) BUS A = 27.3 BUS C = 39.8 TOTAL .CONNECTED KVA = 9.25 ESTIMATED DEMAND KVA = 8.05 (87%) PANELBQARD SCHEDULE [`NOTES 1. THE MINI -MART BUILDING IS PROVIDED AS A UNIT WITH THE BUILDING ELECTRICAL SYSTEM, INCLUDING PANELBOARDS P1 AND P2, INSTALLED. REFER TO THE BUILDING MANUFACTURER'S DRAWINGS FOR DETAILS OF THE PRE -INSTALLED BUILDING ELECTRICAL SYSTEM AND FOR DETAILED PANELBOARD SPECIFICATIONS AND SCHEDULES. TOTAL PANELBOARD LOADS ARE BASED ON THE PRE -INSTALLED EQUIPMENT LOADS SHOWN IN THE PANELBOARD SCHEDULES ON THE BUILDING MANUFACTURER'S DRAWINGS. 2. THE CONTRACTOR SHALL FURNISH AND INSTALL THE ELECTRIC METERING EQUIPMENT, MAIN SERVICE EQUIPMENT, SITE EQUIPMENT AND WIRING, AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH AND INSTALL THE CIRCUIT BREAKERS DESIGNATED (*) IN THE PANELBOARD SCHEDULES. ALL CIRCUITS r r r r r. r i si q cod 14 I M M18 EMERGENCY SHUTDOWN PUSHBUTTON STATION m L IL WIREWAY 1 I N IN 2 # I�Z - 2 # ►2. EACI-1 CANOPY LIGHTING SCHEMATIC ONLY — INSTALL. CONDUITS GONDUCGTORS AS INDICATED ON "CANO'Py I._IGHTING PLAN' I ! NIN I ! WIREWAY 1 1 3#12EACH 1 , dlBEMERGENCY SHUTDOWN 10 PUSHBUTTON STATION 1 VO LTA(3Im M$ R(�--GUL/a,TOR I PUMP INDICATOR j IJ 1 1 PANEL... 3 _ (SEE WRING o 0 3 12 DIAGRAM) 0. M9 I M25 M223 ! COMPUTER ELECTRONIC I I MAIN � PANEL PI" 1 RVIC I 'SEE PANEL GONSOL E CENTRAL DISPENSER DISCON. SCHEDULE) INTERFACE MODULE 1 ®® (SEE WIRING D►.6,GRAM) DATA MI6 I I � _ . P0V\J E R i I UTF� F:4 #12 •- _3�G L__ CORD I M14 ISOIraTED GROUND 1 I M3 PLUG RECEPTACLE I DATA I #I (TYPICAL ALL. DISPENSERS) (SEE WIRII\IG I � it t 1 ! 1 12 # 12 12:*12 TO EACH OF THE DISPENSERS INDICATED 32 # 12 2 3 4 5 Co7 8 9 10 CABINET # I (5EE WIRING DIA-GRAM ) ( rn 14 I I �— DAT A. I D15TRISkJTION 6#124 1#10(G) ! CAE5INET 2 (SEE WIRING D►AvRArn) 2#2- EACH 8 # 12 IRE WAY —< # 6 COPPER GROUND ELECTRODE i- CONDUCTOR L 10 412 (GRN) - BOND TO WIREWAY 30 41` 12 (20 BLK + 10 GRY) COIL CONDUCTOR SLACK + TAPE ENDS FOR FUTURE USE. GROUND ROD # 12 ISOLATED GROUND CONDUCTOR 3412 TO EACH OF THE � TANK PUMPS INDICATED - TANK PUMP N0.1 M 2 3 (TYP. ALL PUMPS) DISPENSER/PUMP .POWER L CONTROL & DATA SYSTEM INTERCONNECTION DIAGRAM NOTE SEE DWG. NO. E-II FOR MISC. WIRING DIACGRAMS. PUMP E�LOCK "C' PUMP BLOCK "C" PUMP BLOCK "Roy 7 i r - - I I MINIMART BUILDING SOFFIT LIGHTING �i �- Q----- 0 -- LIGHTER E->OY l TYPICAL 2 PLACES -\ Z#Iz I I i - - 6#14 RELAY PANEL (SEE WIRING DIAGRAM) t- -2#12 M19 1 EXTERIOR LIGHTING CONTROL. L M7 (SEE WIRING DIAGRAM) I � DISPENSER/ PUMP (SEE WIRING DIAGRAM) t-- - 40 # 12 - -6 # 12 41 # 10(G) --9#12 n WIREWA`( I O O r 1 Flj M24 M23 PANELP2' PANECIPL RELAY PANEL (SEC- I (SEE PANEL (SEE WIRING DIAGRAM) MINI -MART PANEL I SCHEDULE) Chevron scMEDuE) I — SHOWN FOR ILLUSTRATION ONLY; L if 6f / TYPES S I "L E S MAY VAFZY,7 I i I I ---4 � 12 O EACH - - - - ----� 2 ZEATFR. LIGHTING CONTROL PANEL O I (SEE WIRING DIAG.) Q-3#10,41#10(G) -7 # 10 Q M - - -2 4412 WIREWAY ' - 12,13410, 1 # 1 O(G ) EXTERIOR LIGHTING POWER & CONTROL SYSTEM INTERCONNECTION DIAGRAM 2 ALL uRccUIT5 r r r r r r r q # 14 TO PUMP INDICATOR PANEL i Z h•• cv K aC CL cV N CL CL a n n O O Z N -t t,9 00 N 0 �' 7 fn CL CL al Q-1 CL a Q. 0 1 `n a CL CL ui a a CL CL INN 0 o p0 p o o ra o r r r r r r r r r r TO LIGHTING CONTACTORS TO PUMP STARTERS MINI -MART 5OFFIT LIGHTING HALLMkRK SICaNi - SOUTHW55r AREA L 1aHT1KJQ CONTACTOR I CONTACTOR IA CONTACTOR 2 CONTACTOR 2A CONTACTOR 3 a b a b a b a b a b 17 • •- 5 61. OVER PUMP DLOCK "Rf" CANOPY SOFFIT C I IA C2 C3 -� $ � LIGHT1 t4G 19 • I OVER PUMP !)LOCK C, P I 2 # 10 I 2 # 10 ,0410 I 2 10 # 10 I 2 C3-7 �` 10 6 J p 9 10 ��L' LIGHAN TER 60XE5 2I : OVER PUMP 13LOGK 3 4 #10 3 4 #10 *10 3 4 *10 #10 3 4 C -9 *10 CI-103 4 5 6 5 6 10 5 6 10 5 6 5 6 2 4 • 3 4 PUMP 13LOcIC "R" 7 8 7 a + 10 7 6 � 10 # 10 7 8 #1010 A- 'M'10 6 5 6 PUM P 6 �� LOCK C CANOPY CEILING GVER 9 IO C3_3 9 10 9 10 #, 10 9 1010 ,� 10 _ 9 10 *10 S ; 8 LIGHTING IO • OVER PUMP 13LOCK 111_" PUMP SWITCH (TYR) SUPREME UNLEA ED REGULAR SI-S 51-U SI-R TYPICAL EACH STARTER SUPREME UNLEADED CONTROL NEUTRAL CN-S CN-U LINE I L-S 1 L- U I PUMP STARTER LINE 2 L-S2 L-U2 (TYP,) LOAD I M-!5I M-U I LOAD 2 M-S2 M-U2 CONTROL CL S CL_ U LINE TO LIGHTING CONTACTORS TO PUMP STARTERS O O O O O O O O O O 000000 # W # # # # �I �I �I �I �I *I �I �I I �I �I� N N Z zt7 o N i i i i a a a #10 3#12 TO REGULAR TANK PUMP 3#I2 TO UNLEADED TANK PUMP 3#12 TO SUPREME TANK PUMP D 4#10 TO AREA LIGHTING D 4#10 TO HALLMARK SIGN -- SOUTHWEST D 7# 10-1-6 # 12 TO CANOPY LIGHTING — 1#12 FROM PANEL"P2 "-I-I *12 TO MINI MART SOFFIT LIGHTING VIA PANECP2 13#10+12#12 FROM PANECPI" 4*12 FROM EXTERIOR LIGHTING CONTROL PANEL 4 #12 FROM DISPENSER/PUMP CONTROL PANEL WIRING DIAGRAM NOTE: ALL WIRES TO BE *12 AWQ UNLESS OTHERWISE NOTED. EXTERIOR LIGHTING POWER & CONTROLS SCHEMATIC DIAGRAM RELAY PANEL -COVER -FRONT VIEW SCALE: NONE Z ALL, CIRCUFT5 0 • A F 30033 Ri a n v� v t71 (S,S) I L - CA}--- i DI S PE)tS ER (n P) —� L 4�---Q ug N, R l 9. G Alai �Il( UI DI0(5,5) L 0 Sul S f---o SWITCHES ARE SHOWN IN "OV POSITION. REAR VIEW OF DOOR �S L INPUT S91 (T Y P ) slol s ID R 0 ) Nio 1� III RJ :-��--- 4--- -- E--o Li set I SI 141 SI D8(R,Lj) L8 ae ►o M_ d' In lD f' I� OD GO CO ap CO _� o o z cn vo cn U o J O 0-) m C) N p J p Z (n Cn (n In 9 l DISPENSER/PUMP CONTROL PANEL —COVER —FRONT VIEW 40"112 TO PIS FEN5ER5 VIA 6j1 X6" D15PF-N5ER5 WIREWAY SCALE: NONE DISPENSER/PUMP CONTROL PANEL WIRING DIAGRAM I ALL r IRCUIT5 NOTE! ALL CONDUCTORS SHOWN ARE N0, 12 AWG. 0 r U r r 0 r r r. r r -441Z FROM ELECTRONIC CENTRAL I„19 D15P5i,,6ER INTERFACE MODULE M14 TB I Tf3Z DATA) (b" OAT IA B(NAu RNIB IA YEL 2 2 YEL 16 i ZA BRN N ZE 3 ZA Y_ fL 4. 4 `(E.L. Z6 3A BRN 5 5 5Ru 313 3A YEL G L YEL 36 0, BRN 15M 413 7 7 4A YEL 8 8 YEL 413 T54- ("A'TDATA) 5A ®RN 8RN 55 5A EL I 1 YEL 55 ell ( 5RN 3 BR1J LB 1 bA Ya_ YEL GB I 4 4 7A BRN BRM 713 5 5 7A 'ML 62 YE'- 75 $RN 3RN 85 8A YEL 8 8 YEL. 65 T55 T B6 �34 54o 14 5(o F-3'ZOIZ TO DISFENgE.R5 1 - 8 f— 4# IZ To PAT# D15TRIIUTIOW CABINET N° 2 M14 DATA DISTRIBUTION CABINET i WIRING DIAGRAM 3 12 FROM COMPUTER VOL7AGIE REGULATOR, M►o To COMPUTER CON50LE MIS M9 TO Fz'- IT55 -1 3 4 ITb5-2 5 G ITb6-1 7 7 ITB(o-Z 4:ttIZ FROM DATA D15-TRI15UIION CAI31►JET N° I M14 4#12 FRAM DATA D15TR►BUTION CABINET NQ i M14 M14 TPA 1 s TBZ („All DATA) (%%I$„ DATA) % 6 I ►J 96 A YES I 2 YELL 9 IOA !?iRtJ 59w 105 ION YES 4 4 YEL Ioe, I 5 5 !A �a 7 7 8 8 T53 T5+ (IA" DATA ) ( " B " DATA) I I 2 Z 3 3 4 4 5 5 G !v 7 7 8 b TBS TBP 2 131415 lZo 1 I 1 Z 1314 5 G J -3 84 IZ TO DISPEN5ER5 9 f 10 DATA DISTRIBUTION CABINET #2 WIRING DIAGRAM BOND TO ENCLOSURE COIL CONDUCTOR SLACK 0 TkK ENDS FOR FUTURE USE ol5PEKsER N° 1 0YR) Ij J N t71 ;r m J r d d to va DISPENSER WIRINGDIAGRAM DETAIL �II TANK PUMPS INDICATOR PANEL TANK PUMPS INDICATOR PANEL WIRING DIAGRAM 4*IZ TO A DISTRIBUTIO►J CAAINET M14 4*IZ TO DISPENSER/PUMP CONTROL PANEL 8 44IZ TERMINATE IN WIR►►.1Cx GUTTER - SEE INTERCONNECTION WIRING DIAGRAM IZ it 12 0 DETAIL EXTERIOR LIGHTING CONTROL PANEL M19 S" NIGHT FULL SERVE LIGIHTING. LIGHTING L l(CHTINGx LINE J J Z LL � � N SWITCHE5 . SHOWW IN "ON" POSITIOtJ NEUTRAL 4* IZ 70 REL.A`l PAWEL. Z # IZ FRoM PAI G'L_61 P2" SEE PANEL. 5C1AEOULE FOR "EXTERIOR LIGHTING CQNTROLS" CIRCUIT. EXTERIOR LIGHTING CONTROL PANEL WIRING DIAGRAM �^ PANEL. "P1" I O (5EE PANEL. SCHE0ULF_j � r" rup -1 ui T rTo. j L— 51 L-52 SUBMERSIBLE TANK- PUMP POWER SCHEMATIC. DIAGRAM PUMP /1 (SUPREME) SHOWN - PUMP 02 (UNLEADED) AND PUMP 13 (REGULAR) ARE SIMILAR. ZL ALL CIRCUITS w r r i. r. IV)OTTDM OF ALL GRDU7 4— POCKETS TO bE A i TH 7-7- SAME. ELBATION 7 �oil TOP C)V* PUMP I'SLRNU tf4 % rliti,,11- ll.,4j tq o'. -V� �Yl '4,1 -2, ;,z, 1, t 0-- , --`-"'Y",-- �j t '%4 VT ` " . I A-Y, q . � — , , S ,, 7 'U" -01 k S r 7- IN. IY W % 6 Z m , Li �j w r o, E JR 11' DA' STA' Ft. r �i j: SEE. 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