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Chevron (Okeechobee Rd.) 53031-53035
BUILDING PLAN CHEC T. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PROJECT NAME: CHEVRON-ST. LUCIE CROSSROADS CONTRACTOR: B & M Construciton ARCHITECT: Kimley-Horn OWNER: Carl & Ira Tasch LOCATION: 6900 Okeechobee Rd. BUILDING SIZE: 768 sq. ft. OCCUPANCY TYPE: Business CONSTRUCTION TYPE: SBCCI. IV on. PLAN NUMBER #6029 BUILDING DEPT. NO. 90-1173 PHONE NUMBER 813-644-0456 PHONE NUMBER 562-7981 DATE RECEIVED — 5-10-90 NUMBER OF STORIES1 BUILDING HEIGHT N F PA. FIRE PROTECTION: Automatic Sprinkler Yes No Occupancy Hazard N.F.P.A. #13 Requirements: 1. Hold down assemblies, Sheet M-8. There shall be one (1) tie down strap for each 2000 gallon in size or manufacturer's specifications must be followed. Provide traffic bumper protection on each end of each island. Minimum 4" steel piping filled with concrete. 3. Inspections require 24 hour notice. Inspections required for tie downs, pressure, depth of cover, and final inspection. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS ig cN ruR DATE is BESTEEL INDUSTRIES a = CLIENT: CHQYQOIV USA -DOC., I r I TABLE OF CONTENTS: SUBJECT I •> s-Wi r-t AM�1PoVA - L� 7TF--R 2•) 33 -CD x 11&-0 It) CDL-. CANC)P\( ?..O CAA• Cam. 'D '3f�STD�.c-lL_ .i Zo-3x 46-(o LSL_A)b ► l�Kl-TE2 Sl-�fc.A2 �rvp.L_L a�,Slc�r�J 2Z C.�A • Cam. � �S i D �c,LtL. 4.) C_\Ai l H C-A(ZW A S i4 eE'sTEEz C �L w PAGES I-� r- I J08 OFz1 CARROLL A. CAMPBELL. JR.. CHAIRMAN GOVERNOR GRADY L. PATTERSON. IR. STATE TREASURER EARLE E. MORRIS. JR. COMPTROLLER GENERAL March 8, 1990 Dear Sir: STATE OF SOUTH CAROLINA it�cte �bbget anb Tantrol 19ourb DIVISION OF GENERAL SERVICES ,_J11;J,•� � d� JAMFSM A CHAIRMMAN.N. SENATEFINANCE COMMITTEE RICHARD W. KELLY DIVISION DIRECTOR ROBERT N. MdELIAN CHAIRMAN, WAYS AND MEANS COMMITTEE BUILDING CODES AND REGULATORY SERVICES JESSE A. COLES. JR.. Ph. D. 1201 MAIN STREET, SUITE SM COLUMBIA. SOUTH CAROLINA 29201 EXECUTIVE DIRECTOR ADRIENNE R- YOUMANS EXECUTIVE MANAGER Mr. L.C. Evans has requested that I contact you concerning a modular building destined for your state, The Chevron U.S.A. submittal 20X46 has been reviewed and approved by this office for manufacture in this state. According to our reciprocity contract with the state of Florida, this building will be accepted with our state taking responsibility for its conformance to the applicable codes of the State of Florida. If you have any further questions, please contact my office. ohn C. "JakV Jones II[Vineering Associate III South Carolina Building Codes Council JCJ/js S.C. BOARD FOR S.C. BUILDING 5.C. MANUFACTLR4 � ` t 1' Ij BARRIER FREE DESIGN CODES COUNCIL ��"" "� " P BOARD OF (80) TJTL566 HOUSING BOARD PY CHNIC SAFETY . ... _:-._ (803)>IT-0369 (903)1JT-066T (eon TDasw c wFve va vs A 30/3 S O J Q. A co co *J 1 36-0 x 11B-o /O C otv,.rN C A"O.Pj ZOAOs 3ps{O[ 3oPs7"LL w INO; SS" PSP LAUWA( '40.5 Psi' VER TlCAL FASCIA: 3-(, lllcd, /S.PIA 4-L CZ4, //T 1 tJEa,< ,,A�] o+t : 1 ow -- 487.S = d87 s-6t,)/28t p 27244P.c1 46 = 752.2 27296, Ps; F = ,G (Sv) = 30 1Ls; oK D+Wwo; = 393.8(IG)/4411 = /¢282 Pal USING CoNT1NUrTl SY)'. vSE 20 �� �R SIT 8 0 11 LA... 1119 CO. BESTEEL FULLERTON IN. INOUITIT, CA 917A1 i10 CECOII AO. .AUENIONO 3411 NO. CTLTANIA ��— 12131117-1251 30. CAROLINA 19FIA 1 FONT ■„IT„ TEXAS MI I e p141611-1111 18071 671-1761 p171171.1116 N N x cx LJ14X i SPLICE rry N N x v 3 (TS /0 sE , To h I I 4Z'tx11z x316 AO 2 SHT' OF3 21 90 .Foe c✓-op42 'URQAIZ P-l: (CoNfT,40vv.S CrAM) w GA1D+c = 3-Mv, (12,b9') + 11419 + 22 Z I -41 /8-& =4G,8Pi/,(81)oc RAt R8t act 2414A7 4ZS0#(&79) "8,aA411753*(2034) Rc,"Ax- 3/o9Z*(SZ7) ppr /YIMA% 19.57K.C/„ l3 /i%riAxg' 23.79N.e„:O, �/DfWiNp—(BI-4D,SXIZ,9')�/,33 UsE ul 14 x 27- (A isc Ps z-&4) P-2; (SAAIr- D/46,QAM AS P-1) U)D+A; 33PsP (14')-Z� +22= 473P,f(48)oE . "AMArt 4357r(407-) R8, M67610Zos) kC„,, 3769(312) At /4ATAYZFA,! Zo,o7K. ,'7/s' /+LArig= 24,OSK.G�i O AISPAI7$_6/4,SK USE U14 X 22 (AISC PS P-3: P=193* P,o« 4280#(527)o4 wp+(. = 46,8 PIP (aI) DF iPF P I w 8-�4- ot z�-o Et 6 1Cp,�A,c' /OS4/D�(I qS7) RE,��x /3 2l7'�(1973) /a,SSK.e�=o /ylsmN 3S,G78,6710,w4,= 24,0X'X: o' USE Gd14 z 22 (A I S C PS P-4: (SAME DiA6RAM AS P-J) P . /83 .Po+� = 43S-7*(3IZ) Oo,c= 473Pit (49)04 Ro,"AV- /0997"(1269) /%IDxs �-19.64 - Al.:0'37,38 8.&7 �DNq.� 24,4 K 4 : 0 ' USE Ul/�X22 6N/SC !� 2.(,3� _—�� �BESTEEL I IB9 ALL fUILEATUN BL �NUUSiAC CA III/A etU NEANIe AA. MALTFNIOAU F/E1 NoEYLYANIA ' SHT Z OF3 ADAT MUATN ��— ��r m I:uizee-eai rna s:A uer aN.cAAauu:NAee �esai su-asi rFAAe7en1 Z� pn1 ea-1tos —' g0 J013Cp—OC C, CA91ZY QEAMs P0+I.=/32/7*(197s) R�A44t ZO4/&W(302L) Po,2= /3446*0140 1"= 8(v,07 r'.e„ =6 Ose w14y,34 (Aix Piz-&z) OL,IMAJS P,'t1 A 7 7 K P3 P P (o�Si t k r3.5(24.s') 2 (14,s * ' 1(14.$) tl 3SPSPL z cats- + Z J = S251S0 K z(16's)II _ /oo.o /4.40o = /.72�9•S9 222r 3.9G 20.91 Kr a 7-0.91 _ (o3 < /,o oK .G Fy /.33 - (%SE %S /o x /0 x 14 d 2; 4,2SM d, 5.82 6= 3 T4.24' b s, S3 = /ooPso(2)1,33d = 2(o7d 1/5E 3-0 So. X &-D DEEP Fri. A M .49 < .,e,5 USE 4 -'�� w/"3 7-,,Fs COLN(AIECT/On/S Pv,e(- I7✓ r C- 6Ar : (%sF d- SB 14�A3o7 �1.6 60/7047 mIC CocOMA/ , (JsE 66P /0-`f0 1'f1QL,n1 SPLICE ; USE A36 —1• II99 30. LI EATOA A6 320 IEC3U 10. (BESTEEL IOOOITAL CA 11711 WALTEII00 3421FORT W TLTAOLA � WA 1213)M-1251 IO. CA10171A 21"11 FORT �OATII ��,I a A111621.1117 jjTEXEA 71111 (10316342761 13171131.1205 000 PS 3 oF3 I SHT 21 9a .tea dv-oog2 en r STANDARD BASE PLATE DESIGN L=D+2+t CONSTANTS: P=(M*12)/2L b=D+4 a=2 in t=((2*P*e*6)/(Fb*b)1^0.5 Fb=27.0 Ksi Sw=D'2+(D'2/3) Fw=0.928 K/in fw=(M*12)/Sw Bolts=ASTM A36 Fw=70*0.3*cos45*(1/16) Weld(B)=fw/Fw (1/16's) BBP$ M P Bolt Dia t(req) t(act) Weld B/16 Weld (:,-M) (Ft-k) (Kips) (in) (in) (ir` req'd actual 10-10 10 4.7 3/4 0.55 C.75 0.970 1/4 10-20 20 9.Z 1 0.77 1 1.940 5/16 10-30 30 13.8 1 0.94 1 2.909 5/16 1O-40 40 18.1 1-1/4 1.07 1.25 3.879 5/16 10-50 50 22.6 1-1/4 1.20 1.25 4.849 5/16 10-60 60 26.7 1-1/2 1.30 1.5 5.819 F.P. 10-70 70 31.1 1-1/2 1.41 1.5 6.789 F.P. 12-10 10 4.1 3/4 0.48 0.75 0.673 1/4 12-20 20 8.1 3/4 0.67 C.75 1.347 1/4 12-30 30 12.0 1 0.82 1 2.020 5/16 12-40 40 16.0 1-1/4 0.94 1 2.694 5/16 12-50 50 19.7 1-1/4 1.05 1.25 3.367 5/16 12-60 60 23.6 1-1/2 1.15 1.25 4.041 5/16 12-70 70 27.5 1-1/2 1.24 1.25 4.714 5/16 12-80 80 31.0 1-1/2 1.31 1.5 5.388 F.P. D �I B ( ( M ❑ L !MMU06, L STEEL.+M LL ....,,...«.. aW ., WL.«Y TITLE: No. STANDARD BASE PLATE M Yq REVISION. 2 S 9 S T D E C K a 20 Gage Grade "D" Deck 14 c Fy = 50.00 ksi e t = Thickness d DIMENSIONS a = 0.257 in b = 0.760 in c a 2.930 in d = 15.970 in e = 3.000 in f m 1.020 in g = 0.750 in t = -------------- 0.036 in SECTION PROPERTY RESULTS -------------------------------- POSITIVE NEGATIVE I(x) 1.0192 I(x) 0.4643 x 0.6895 x 1.6218 Smin = 0.4411 Area - 0.8863 -------------- POSITIVE BENDING Smin = 0.2863 Area = 0.3711 -------------- ELEMENT W t W/t b eff h x a ---- SHEAR 0.036 0.257 2.802 b 0.760 0.036 21.170 0.760 0.036 2.912 c -- SHEAR 0.036 2.930 1.465 d 15.970 0.036 TENSION 15.970 0.036 0.018 e ---- ---- SHEAR 0.036 3.000 1.500 f 1.020 0.036 28.412 1.020 0.036 2.982 9 ---- ---- SHEAR 0.036 0.750 2.625 NEGATIVE BENDING ELEMENT W t W/t b off h x a ---- SHEAR 0.036 0.257 2.802 b 0.760 0.036 TENSION 0.760 0.036 2.912 c ---- SHEAR 0.036 2.930 1.465 d 15.970 0.036 444.847 1.621 0.036 0.018 e ---- ----- SHEAR 0.036 - 3.000 ..;I.1500.- ` f 1.020 0.036. TENSION 1.020- 0'035 .''2 0-2 g ----. ---- SHEAR 0.036 0.750 2.i625 MATERIAL: A446 Grade"D" Fy = 50 ksi -> Fb = 0.6Fy 30.0 ksi NOMINAL THICKNESS: t nom. 0.0299 in.' (22 Gag'-e) Where, 253t I 55.3 b eff--------- f i - Fb'.5 I W/t Fb%5 ( fAISF ® ilnrnwme= ueuwre 20 GR- DD" @SECTION PROE({TIES PIA WtM iWtuu tfMt.. Mfi NRL IUY 11111 -_..__ JQQ9TAVDAkD _ 3ta(ss ZO-3 x4b'-b� SStAND r'IARX�TE2 ('B'7 p>=stc,n>> . s os•s: a • . �- zo v, SuraeuJUL L.oiapS 3�f s' s l..L ! i P:� 'DCGx 1 un 3 r-A CScI L. +-1K)SO L . Q - cs. e. �T KoC�F afcC-W- B F6- t R=mil S-I�ir U`�E ZZ Cam•... Cam. 6 D%c-yz- Cr r l3 Cc kli S.c• 0.3(e8 rn� PfcQ /(, DI�,CX gam, 1" IA'IC LL. J 3 nP L f-n5rt1�111JGo : 2- a M*6 P-A End > Ac-� �: Yzzc-, J J22C" > Ge C✓ 8 J A N u Mwae • (53lotLYJ614+16.'I�(10�2�8 c 147.4'N 7 -�1.0= St.9S c4.ln �y,ls MrIp U•S• y4 i C-S N �-3 l� • u�(Zlo 75'���9 = 1 7. 14 /k JL, : d (TOP Fw. BCL.'o aY DEG1c� US£ C19 A )-1 } — s lg�� L nn n nunm lr llllt'Ir h t111t4 RI•nr-ull �P fL xa nnu u L. [rnprrl nrn n1l4rq. MAI?im Rl11114t111 RI>f uI-Itrl S T I OF .roe CV SYW, c,p71v-x-:i AarJO 7cArJSfJ�fINu w�.�LS (Io')(t_,�s� i�4�.•5. 10 4 10� S SZOa rscRlaz to .t�(��(a2 < 1344-.a {LOOP. i �Z•4,: r 10�.4�(4b.Sx10� • 147L01 . ft1Xx2 `FEEL = Z9l�I c TOTAL. • 33,S9Om � I.I 1"�1�L = 3-71` 44 p 1i61� 41.��4 R7CTG210e F,PAMII_ 'A Mso< 54aCZ' w IJSt LIZ ZO•? �b =(o4S$PL', c F6 _ 16-CLL$-, pK- ww,.�.s FtoOe (IS4�L�(sXs-rS� _35r50e 21-�ISQ PAD 5831n =OF CaSXs�GI.s� • z,zya+a W"% 92D k F�t�(IZ+�(s�ili5� -nosh �' 6 SQ PAD O zOOF b1,iIIa&-5,) = 25 3 5-Ak WALL t40X10� _ $a)n y_ (,"SQPAL:, Fl�x�1•=axloYS•75� = 77QS�-1_+4's�a l 1, C4 Q Rccrr 605gm PACI FLZO,r- / 44.10 a O F LoO e IS4I O a 4 D �Q PAD 4 - t 4'S Ew 0—gyp\ EpG' l� lift" nurm.n wu11' , " YI Iulu ll wi ftrwww NYII°I'u'u 3I21 Is null, RIf LIIII Iu,I IUw R14 YLIM /llu1t111 /111'if un J 0 C 1 A 1 m H y) Joe CV `SfAao MAR 2 9 1990 — StCfc P 241Sa :�GL..S n �M•bl � ��- O1• t9 t l.)SC^_ Crux. 13 ib � It. 20 k�.i < Fb• z1.(o 4s. Kok 2.$pA riati �( lMAa • %= O" Vs4-- 2Z G.. Vf--ZLp 13 FOeMLOGK \\ CO"IPO!:,M TYPA4 DtLIC (ore V--�L)1VA7_ :r NO (jcSS'RIAN -rk73 SPAtJj Corrl JVpVS Z" NOR MAL W(--I L�t.4T C OhX C' ETE y7:' To'fAl. suaa t�tP7H rater,-Ioxlo wwn SJPfc21MPOSE� LL= 202Pct Ftma LL.. < 7Ses 4 107.4 fsf Tarr: MAX WD-L _ '732pt4 1-12 = 744 tA� r',�9.0-) '6,A"-CD ? ,ftAn 1JSfc tK(o � 12 I"1 uw.�rry =14.5 4 ��CF w1X,� 2-y� 4a- o7Ne25 uSf wo x Mc.�wc,lry c ll.o �• •. ) - - - � q^'v NJ r 4 } 71iDt i3 i 7]ETA�L A 4Ts.r t. 5 BESTEEL list All nrumut nnm1.❑u1M no it •arum 1 1111 671,1U poxusAM J471 Ill "[,AM, l.11.. Ir0111111 maul-im 0 J Q 7'slxl•N, 1W U1Jo v Cb• .r, ivy • 9 c m _r J `^ wb•4 o. 1+ N wfDX12 wl.% 2 ;ate �n c 7 wmx ,+ ,rro �I.x4 wc. nx t6S a J � w b,li wy 9 �m r J � _r Q�- N BASrc FeAr1E RAND I SH L of $ A& Tye vrao . CVSSAKUM LAT4_2g1_ gw>Ft Ysl S W = (35 +5��1 �/ l z)(�FSi 3 11 r�� _ 1J1G • 71� WAl-k. 1 it =AID WnwL : V • 1 oz2 r V a 1022 0/14' �r,-r�21o2FeA!-+>r�: YF-�x .5'Z(oOu v a M = (5?r o,►��9.5� a 1249041 52aj �► S,)Rmcr 20B o a -. 1 —W f 31`.0 V-Sr-- T'S "FAR u cc-� t� BEAr 1 �a zss4k., <I• bi S.It o�11.{51Y(r.0O�+ /v il.l?XS 5,4� y (e - 52.71 nZ 76wcwa C}24to )�R��32.79 c'E.SI `gym /- 4.g :.On- cNauc W!ox t2 Ott -T-rp �aqR �2A9o�(I Z��iZ eo�n� �B i * 951.8 R <Wov 1.33 .. O.C. USfc 4- 3 ct> Met 'S �w+y1_o 4'13(o$o" uS.E s" OF ;;� FW. cAr = IZ.Sk.r I.�Z -Ok "L�4SIG�N CUP FOB P.1;Y,rjc, (C.tf B"'po, 4-(39� 1f•.Bt25-.... S:.&sz (BRycG Cw,� o� • .49"I it -418 ,ll1q f101R1111 ,tl lalf111 .1.�.� 4low HIIIIII [III/11 F11111,1lII .IH.11.1 1•,III IRI,.11 � OHI RI qH 11 Ulouu I. NII r11111111/UII ry111 ,11 DII rylll 4ldltl z SSA T na'ti e,oR -- +-.AN3 0 J 3,50 f IL• L4 If 'e C1 L-Sx-Z Z. 'F'k I�r,flIN �j SHrq OF S 77 1 ,ory cV srWmni n �OAJf- FQAME; VSE 4 7S3+Ivy/� COLS, WM4 700 GL-� Z.2 R( ,r-ic ZA 9 C.O�5 2 .sue (2470\,�12��1.�'S I�. �-� ILt` O.Idea4LK1.Z3 Ole- �)pE:/�M' �2410\tI ��I•k.i l� In lbi �s. � ��Ic a'jle+c �.11 :. QrC. Tor G �oC_TIO/J: RfcF. A/SG Pt 4 - tS0 kQI ZA .. t<. o.s 4.9¢ , k . Rrcc )D MIN G % 1.0 ? �� FILLET O'L Sot7on ct,,�//n���ccTlpr�: / v�Q*241o�IZ,y�� 0.7o-;'ty�,�� < 3.Ik xl.-S3 'C7/G 3'7 -J6 tz47o llzYc,\, (D.ZS)blYL !.-S? 'Pl, < ZIIoOD11.33 :-pti SIA�WEaL,I...S �%= 315o'a//3 = z42 eQF ti Z91�7� -.OK I 11 40_ i s [S Z �a� Z of—Isas1 BESTEEL •�W 0 Huu mltmru I 1n llnun I))p[nl b[I HI pin011 RUI tO Itll n [Illllrl tl1O nip l}Inu oai ul as N-TA I L aB I 'LYci AIL /o 11}I 11 Ilf11H1 SHi 5 OF S Ntl rllq tfly III11 �/ MHI ur.ins Z) OS Q) s nj J 1 � � BESTEEL STA1bARD SnkR MALL DESIGN: i THE BESTEEL SHEAR MALL Is COMPOSED OF 3" DEEP, 16" WIDE INTERLOCKING PANELS. SACH PANEL IS ATTACHED TO THE BTRUCTUE.E WITH 2-030 SCREWS AT THE TOP AND BOTTOM OF EACH PANEL. THE SPATHE CINGSOF THE STEZITC S CRREN EWSSVARIESOWITH10 RTHE4TYPEKOF�SCREW USED AND THE THICKNESS OF THE BASE MATERIAL. BOTH iSTM A446 GRADE B AND GRADE D MATERIAL WAY BE USED IN THE SHEAR MALL. FOR PURpOS"r DESIGN, GRADE B PROPERTIES ARE USED REF• AI8I COLD -FORMED SPECIFICATION, 1986 ED.,p9.I-32, SEC.C3.2 Fyn 37000 psi to 29S00000 psi kv= S.34 FOR UNREINFORCED WEBS h= 16 in. NOMINAL t= 0.0239 in. FOR 24 GA. 0.0299 in. FOR 22 GA. 0.0359 in. FOR 20 GA. 0.0478 in. FOR IS GA. h/t)l.38(E*kv/Fy)'1/2= 90.04505 h/t= 334.7280 KIN., THEREFORE USE SQ. C3.2-2 - - Va=0.53•E*kv*V 3/h 1Ds. PER 16" PANEL WITH 33% INCREASE FOR WIND OR SEISMIC Vnax=1.33•Va/1.33ft. GAGE "to Vaax 010 CAP. SPACING 014 CAP. SPACING 24 71.24 369.33 32 555.34 32 22 139.49 369.33 30 644.00 32 20 241.44 369.33 18 644.00 32 18 569.91 369.33 7 644.00 12 SCREWS: ALLOWABLE SHEAR BASED ON AMS ICBO NO. 2392P 010 TEKS ALLOWABLE SHEAR= 2770 DIA.=.188" 014 TEKS ALLOWABLE SHEAR= 4830 DIA.=.248" REF. AISI COLD -FORMED SPECIFICATION,1986 ED.,D9.I-55,SEC.E3.3 MAX. BEARING FORCE- 3.00•Fu*d"t/2.22 AISI EQ.E3.3-2, Fu=52ksi SCREW CAPACITY IS THE LESSER OF ALLOWABLE SHEAR OR BEARING MULTIPLIED BY 1.33 FOR WIND OR SEISMIC. SPACING(in.)= (SCREW CAPACITY/Vnax)•12 in./ft. < 32"sax. TITLE: �•�"' `® "� �"� No. AS18-24 DESIGN MMF H RevlsloN n ss9TDICX g a 72 Gage Grade "B" Deck c Fy a 37.00 ksi • t a Thickness d DIMENSIONS BECTION PROPERTY RESULTS -------------- -------------------------------- a a 0.257 in POSITIVE NEGATIVE b a 0.760 in 21x) a 0.8515 2(x) a 0.3837 c a 2.930 in _ d a 15.970 in x a 0.6878 x a 1.6297 e a 3.000 in - f a 1.020 in Smin a 0.3683 Smin a 0.2354 g a 0.750 in - t a 0.030 in Area a 0.7381 Area a 0.3076 POSITIVE BENDING ELEMENT W t W/t b off h x a ---- ---- SHEAR 6.030 0.257 2.902 b 0.760 0.030 25.418 0.760 0.030 2.915 c ---- ---- SHEAR 0.030 2.930 1.465 d 15.970 0.030 TENSION 15.970 0.030 0.015 a ---- ---- SHEAR 0.030 3.000 1.500 f 1.020 0.030 34.114 1.020 0.030 2.985 g ---- ---- SHEAR 0.030 0.750 2.625 NEGATIVE BENDING _ ELEMENT W t W/t b off b x a ---- ---- SHEAR 0.030 0.257 2.802 b 0.760 0.030 TENSION 0.760 0.030 2.915 c ---- ---- SHEAR 0.030 2.930 1.465 d 15.970 0.030 534.114 1.570 0.030 0.015 e ---- ---- SHEAR 0.030 3.000 1.500 f 1.020 0.030 TENSION 1.020 0.030 2.985 g ---- ---- SHEAR 0.030 0.750 2.625 MATERIAL: A446 Grade"B" Fy = 37 ksi -) Fb 0.6Fy a 22.2 ksi NOMINAL THICKNESS: t nom. a 0.0299 in. (22 Gage) Where. 253t 1 55.3 1 b eff =--------- i 1 ----------- I (AISI 2.3.1-1) Fb% 5 I- w/t Fb".5 -I 22 GA. GR. B DECK aAVt a �s' art.ww +wi ■ mwu ERTIES �' I O° 1 rHc.�sy atapuutw ana+nmwm�i SECTION PROP M71 ROil.l /11� pi-IMf . _ . r a �vIAI. y G=C•Y<S�S�s'1J,a%),y�/.J��91�/� c'.czS /%G /�7DG ��-Cr'/G.fJ' � // 9OGria •// O�.�r S F. /lsoc I m„wn am WI„,Nyy wwWIARut �n w,n wt mn M Wt1{� nn,n-yO MAR 0 7 � e I w1T I o =,,tons'-/� •/o S' Lc -7.3X /u � C�c/r a S • B.GG 7 ,o> t .-zj' 7 � ' l�=/G.GG7/ S • /, !9j v Bs.caft,, /�TMR I mre�un I rwtlw.tlwrA1 RrtlMM Nil RrAtl�r `��� 'L nAawu ■v.Ru»�r wnwnanwrrn O,AYHMt /q tlFt111 riA tlbllw S„..? a J• r 0 � � 1 .+%Y.�i • vrat� Y�Cr,J� 1 l Wes: S/'.'>, '�:<r- // � C.�C,J.�_ /6 •.�1�.:iiiC �i/rGi-ic,� ?'Ile, tGJI� OU /8. e. e, Vol „<ix�G'Jiev x cr _ ai�cc 01' Awl Jrfj ��_' R�!♦S ��� N Ai11I1N Il YNlAI. tl 117N RIR A1Ni1 RIAM4INI W IftR11l � NRINN Mot It IRI/III N c"WolI All NE!l 'e � SMT Ja RIR U'sI ■IRNI-IINAIII ,pn JOB (21 _— � J i .J ,G- %r.. 3,J ice- -`✓.� 't -jam .reps ..� 9�,s�. • �, c�i�.-i �.�� 7� �,,;. r J ictc T r 4Y �6 '�' 3sic " • a�• � �o?��, /� sae �. s.�.��.... �/ A.t, � nnNmunNN arMtfn. V Ilir m�naiN _� �i PIS YFaiMil NinMN INI N Illlnl� 11 ��w /q nFINnIN pl.l�l�l M. �r MAR 2 9 1990 h' _ __ �- �. CC �l�Yo.•xrc a p�VG� soCL �i i u- i •C1Y0.1/.S M4 NUt11Y Il NlRlt/. tl 11)M ltl l[[Wq -_�"• 914 914ut-im1 ttl/MII�rylp M/II/R RLI11111 ' V IW� t- e p LG2k _�=Z L al"I"a AIM, "I"' MOO a Wau nw MIATM nice waFaa pillai.in 46 1,.,)/,Od 0/1 im- 1 B E S T D E C K a 22 Gage Grade "B" Deck c Fy = 37.00 ksi t = Thickness DIMENSIONS a = 0.257 in b = 0.760 in c = 2.930 in d = 15.970 in e = 3.000 in f = 1.020 in g = 0.750 in t = 0.030 -------------- in m e SECTION PROPERTY RESULTS -------------------------------- POSITIVE NEGATIVE I(x) = 0.8515 I(x) = 0.3837 i x = 0.6878 x = 1.6297 Smin = 0.3683 Smin = 0.2354 Area = 0.7381 Area = 0.3076 -------------------------------- POSITIVE BENDING ELEMENT W t W/t b eff h x a ---- ---- SHEAR 0.030 0.257 2.802 b 0.760 0.030 25.418 0.760 0.030 2.915 c ---- ---- SHEAR 0.030 2.930 1.465 d 15.970 0.030 TENSION 15.970 0.030 0.015 e ---- ---- SHEAR 0.030 3.000 1.500 f 1.020 0.030 34.114 1.020 0.030 2.985 9 ---- ---- SHEAR 0.030 0.750 2.625 NEGATIVE BENDING ELEMENT W t W/t b eff h x a ---- ---- SHEAR 0.030 0.257 2.802 b 0.760 0.030 TENSION 0.760 0.030 2.915 c ---- ---- SHEAR 0.030 2.930 1.465 d 15.970 0.030 534.114 1.570 0.030 0.015 e ---- ---- SHEAR 0.030 3.000 1.500 f 1.020 0.030 TENSION 1.020 0.030 2.985 ig ---- ---- SHEAR 0.030 0.750 2.625 MATERIAL: A446 Grade"B" Fy = 37 ksi -) Fb = 0.6Fy = 22.2 ksi NOMINAL THICKNESS: t nom. = 0.0299 in. (22 Gage) Where, 253t I 55.3 b eff =--------- I 1 ----------- ; Fb-.5 I W/t Fb'.5 ; `®�'® BE.5jEEL uuugwln.0 gpn1, 411t4 unernlu p01f/® Qnl n0.1}fl sl rtl llp a"AWN1t"m �®� I714 YFIpi 11A UI-il/i IS2,2 GAGR. B DECK TUlf"" ..lun CTION PROPERTIES /p111.1. "In 11111 11rn m"m 6 (AISI 2.3.1-1) OF oe RD STANDA ST. LUCIE COUNTY PE" T p Ir A LICATION zz� /S� rm uC / 77 ttt/F�` _ CODE # SEWAGE <�e�_ rE&i�iIT µl DFAIt, �T— ?CATION OR PERMIT TO CONSTRUCT car wash buil&.ag as an accessory use to a pLl ^ales facility (yo0 L JTFc-- HoBt�cu o �LJaB L,OCATI&/ADDRESS Newt#-s#da- f Oct ke__h -h R a r a ✓I DESCRIPTION see attached Exhibit A VLEZGA oPtRTY TAX ID # part of 2324-312-0005-000/4 u. p E 0 Ec • ofI _ LOT BLK UNIT EC ? z 1'ywr s55 R 39E NE CG & CT PX{irntircc hange) /// T SIZE/DIMENSIONS 320� x 84�.x 23,59!x 180� x 297.03` x 82'x 180� L�t BACKS:,, ONT 129.16Sout�R98:08tvorth_�c DE94.07West �" 215.1*ast I COST�S-D'DD,P>0 BP VALUE RADON �' V - FT BUILDINGS: LIVING AREA jCCESSORY /.7�;�, �/vliJ v r/ ©l ENGINEER NAME Kimley-Horn & Associates, Inc. PHONE 407.562.7981 W ST 3885 20th St. CTY Vero Beach ST Fl. ZIP 32960 CONTI TOR:�E REG/CERT #�3AO. /%�%D3f� 1-C�NTY CERT #c�J�D LNNAME B&M Construction CoInc. PHONEyQ/3 ��} `�%4S7." ✓ ST,374�, D& CTY ,4%1FYJ{AI4 ST ,tt ZIP ,fo fWNER OF NAME Carl and Ira Tasch PHONE 201.923.6978 PROPER. BEST 1407 Chestnut Avenue CTY Hillside ST NJ ZIP 07205 t% S ATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared, Bobby Lee Moore who upon being duly sworn, deposes and says that the information contained in the foregoing application is true and corre t- APPLICANT � Sworn and SlAbscribed before me this day of 19 /Jj�7ti9C'T �o _SCHOOL IMP CT /'j Notary Public, State of FL a a jj%,jde Req_yes no � �s My conmi-ssi'on expir0f" 10 190Amt Pd l st i7 i�x%c (ommimon o « Date Pd bone 6,nd.d Thl-TI-y Fa ^ CHECK LIST FRI 90- 1173 Project Name: CHEVRON ST. LUCIE CROSSROADS--.;C.AR WASH R7TTT.nTXr— _ Ph: 562-7981 (VERO BCH.) Architect: RIMLEY-HORN & ASSOCIATES INC. Contractor: B & M CONSTRUCTION CO., INC. Ph: (813) 644-0456 (LAKELAND) CARL & IRA TASCH ph: (201) 923-6978 (NJ) Owner: I 95 - OKEECHOBEE RD. FT. PIERCE, FL Address: occupancy Classification: Type of Construction: Height and Area: occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers A Standpipes Combustible Haterials - Interior Roof Zoverings LigbE, -- Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Plot Plan Check Vater _ Energy Code SevCI Paving b Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit Approved: ST. LUCIE COUNTY PERMIT APPLICATION r®� 7� fib/ PERMIT NO. CODE # SEW nGE PE:u"111T 110.�E U �PLICATION FOR PERMIT TO CONSTRUCT verhead canopycand gas line dispensers es faciit G ne sal�/00 �/�'E�"C' .BED" p FiOB LOCATION/ADDRESS eec n a urnpi e. EGAL DESCRIPTION see attached Exhibit A .ROpERTY TAX ID # part of 2324-312-0005-000/4 TS PLAN NAME ' ` `Chevron>MA'?'` # UFfOOD ZONE ELEV LOT BLK UNIT C V 35S 39E CG a. CT .Gj@ jx T SIZE/DIMENSIONS 320 x 84 x 23.591 x 180 x 297.03' x 82y x 1801 c.T BACKS: ONT36 50'Soutb 106.14'Nor1 +219.95'WestSTu �� 111 r ��' " —E4 T COST.3S� atq BP VALUE RADON rFT BUILDINGS: LIVING AREA '�" 7v „ACCESSORY ENGINEER NAME Kimley-Horn & Associates, Inc. PHONE 407.562.7981 QQ 4 ST 3885 20th St. CTYVero Beach ST Fl. ZIP 32960 £ CONTRACTOR:,,S ATE R /CERT # C� A G ®DD % TY CERT # AME B&T Construction Co: _ Inc. PHONEg/LN _Oyu(' ? ST %® (O L 4 CTY ST ZIP rNER_OF NAME Carl and Ira Tasch PHONE 201.923.6978 PROP RTJY: f /}^,� 'ST 1407 Chestnut Avenue CTY Hillside ST-E -ZIP. 07205 G 4 ✓ STATE OF OF FLORIDA, COUNTY>OF ST. LUCIE -w•' Before me, the undersigned authority, personally appeared, Bobby Lee Moore who upon being duly sworn, deposes and says that the information contained in the foregoing f application is true and co/rrct. 0 l APPLICANT Sworn ` and s bscribed before me this day of 1 // 7- Notary Public,,' State SCSOOL IMPPiCT i My commission expires ' fFlorlde'R'eq— Yes �no 4, jq�pt Pd �Z>tst Bonded ihry Troyf •Insu ana Date Pd zone .,�• --- Fee 1 ,� CBBCK LIST pR0 90- 1172 Project Pace: CHEVRON ST LUCIE CROSSROADS - CANOPY & DISP un*91MR — Ph: 562-7981 (VERO BCH.) Architect: KIMLEY-HORN & ASSOCIATES INC. B & M CONSTRUCTION CO., INC. ph: (813) 644-0456 (LAKELAND) Contractor: CARL & IRA TASCH ph. (201) 923-6978 (NJ) Owner: I 95 - OKEECHOBEE RD. FT. PIERCE, FL 1. Address: -- occupancy classification: Type of Construction: Heigbt and Area: occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers & Stsudpipes Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Hequirescuts Plana cent to Pire Dept. - Date: I st wer Energy Code Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidr°vat ST. LUCIE COUNTY PERMIT x'Ltii PERMIT NO. CODE # IM-3 PLCCATION FOR PERMIT TO CONSTRUCTm, a B LOCATION/ADDRESS- E4 ,tEGAL DESCRIPTION see attached Exhibit A I APPLICATION //-/X. ' �i // py�ppl a�%Z � LC�i SEWAGE PERMIT O. rj*4 - � at gasoline sales PP6PERTY TAX ID # part of 2324-312-0005-000/4 TE PLAN NAM1s 'M ''Chevr'on MOO D OD ZONE C, ELEV LOT BLK UNIT C 24 7 35S RfiE 39E CG & CT P v±� 1 a• a � T SIZE/DIMENSIONS 320 x 84� x 23,.59� x 180' x 297.03/ x 82' x 180� n !/ hRF'A h BACKS: FRONT72.29$,Sbut167.9e NortS� D 223.331<WestSI�0.00� East o- ST COST wP Dd 7 , BP VALUE RADON m �U £ I* FT BUILDINGS: LIVING AREA �CESSORY �f ENGINEER NAME Kimley-Horn &Associates, Inc. PHONE 407.562,7981 cf� ,> ST 3885 20th St. ,J CTY Vero Beach ST Fl. ZIP 32960 CONT/RA�,'TOR: ATE REG/CERT # �J C� . �O/� 30 3 COUNTY CERT /#q5-7Q L/ ✓,�73� ion - Inc. PHONE/}=l��f-O.g`co ST _YZe6 Li M 6}- li CTY .LAW1 r4AfAST ZIPSD �7 a QWNER OF NAME Carl and Ira Tasch� PHONE 201.923.6978 ST 1407 Chestnut Avenue CTY Hillside ST A _07205, 1' ZIP _ �,t��''��TAT/xE OF FLORIDA, COUNTY OF ST. LUCIE wy'" ���U Before me, the undersigned authority, personally appeared, Bobby Lee Moore who upon being duly sworn, deposes and says that the information contained in the foregoing application is true and correc APPLICANT Sworn t and subscribed b®fore me this dayof �19 9 y� No' ar.- Public, S tiatPvf St& H*idn My comnission exp irCnmmiseion Ex t:y nt C, aT 14 9a9$ bonded Tb,. Loy F.; - I , •- SCHOOL IMPI�,& Req_yes /no �!'yPs Amt P DataPd -Zone ' � J CHECK LIST pR/ 90-1171 Project Name: CHEVRON ST LUCIE CROSSROADS - CONVENIENCE STORE k CASOTAWE._SALES Architect: KIMLEY-HORN & ASSOCIATES INC. Ph: 562-7981 (VERO BCH.) Contractor: B & M CONSTRUCTION CO., INC. Ph: (813) 644-0456 (LAKELAND) CARL & IRA TASCH Ph: (201) 923-6978 (NJ) Owner: Address: I 95 - OKEECHOBEE RD. FT. PIERCE, FL Occupancy Classification: Tyne of Construction: Height and Area: occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers 6 Standpipes Combustible Katerials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: Plot Plan Check Later "a Sever Energy Code Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit Approved: CHECK LIST pRp 90- 1170 Project Rame: CHEVRON ST. LUCIE CROSSROADS 12 bM�GE TANKS ) Architect: KIMLEY-HORN & ASSOCIATES INC. Ph: 562-7981 (VERO BCH.) Contractor: B & M CONSTRUCTION CO., INC. ph: (813) 644-0456 (LAKELAND) CARL & IRA TASCH ph: (201) 923-6978 (NJ) Owner: 195 - OKEECHOBEE RD. FT. PIERCE, FL Address: Occupancy Classifi Type of Constructi Height and Area: occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators / 4 Sprinklers & Standpipes Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation ' � Handicap Requir to } Plans sent to Fire Dept. - Date: J" P-6� Approved: i d Plot Plan Chftk Water Sewer Energy Code Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Befow�, Issuance Affidavit t ST PERMv" NO. PLICATION FOR egm LOCATION/AD ev]�GAL DESCRIPTI( ors- 70.. // 70 LUCIE COUNTY PERMIT APPLICATION rnnR # SEWAGE PERMIT ei0. 3-12,000 gallon double-WaTI PERMIT TO CONSTRU T under round asoline storage tanks 90 U Oi��E a RESS North side o£ Okeechobee Road at Crossroads Blvd. between see attached Exhibit A TAR ID # part of 2324-312-0005-000/4 ZONE- /�. ELEV ,"U/u --- LOT BLK UNIT T",---/35S n 39E SIZE/DIMENSIONS 320 x 841x 23.5.9'x )BACKS �ONT _ N/A A g N/Ai ST COST -71 n n �� 180' x 297.03' x 82' x 180' N/A WA `f I D BP VALUE RADON p !.emu FT BUILDINGS: LIVING ARE' ,ACCESSORY_ ENGINEER _*TAME Kimley-Horn. & Associates, Inc. PHONE 407.562.7981 ST 3885 20th St. n CTYVero Beach ST Fl. ZIP 322960 CONTRACTOR; ATE REWCERT # (',(' , 6r9 TY CERT # / p5f71 AME B&M Construction Company, Inc. / / � - PHONE/3-�0�.��O.tfS I U� ST �%d� vi1- y� CTY4'QI "li�IA ST /C� ZIP D U R OFNAME Carl and lira T—asch— PHONE 201,923.6978 PROPERLY: Q �Q ST 1407 Chestnut Avenue CTY Hillside ST NJ ZIP 07205 t TATE OFY FLORIDA, COUNTY OF ST. LUCIE 11 Before methe undersigned authority, Bobby Lee Moore personally' who upon being duly sworn, 3 deposes and says that the information contained in the foregoing application is true and corm s it swornV - • sAbscribed this day df any Put w' is State of FL at Lar a SCHOOL IMF' M! ccrtim'sson expires g Ragayes�r/roy�? )fps f,- o - a tatco m4 n - Amt Pd DLst - Date Pd --•--_---- Isty Con7mission [ttpEees Se�tS. 14, y%%, --- Zone - -...'! Fee E NIT k t I r j ;-* I I G A i � i r>✓ d I� I � t�'� y. � O�r:G7N I( ! In in �j - � � x'� ii �_ I � � tH, i � • � � r a� _ it I Cr2 r 20 7 I i u 17'4, ;� I z s� I s '51 I AN I � " 1 i I €I 4 f I _..F ._.�—.... .. ..._. ..,-_. . 4LLx v 9 , I i 3�t "� ---yt L,AMY� �u u I Y. -� __ -. L...r•Y ... �-_- •,J. �r��'� C�L �Mi �'l. �J =A� � I Yfi.� d M1, � A �� k • E O . 1: SF 1. cn {} i I � iJixZ xdt� _,A SSjY Y QtY6.kA I I I `4 oil i K',I�o, •tI x r I x x 2_sJ� PrRS �. - k� x I In m m ai `�Y�O+'C LAY J , r` KI Ilk Q I 1 - 20.7> . Gi2x 20.7 Ij I I G12 xZo.7 �'4 xla 1._ . I q 02 S.O. 4 O 3 4�72 20,3 ?0GA- 391'-4 rxot.i.E o ceC K wn�t� N(i•. ccuy PNlS 2C 3 5 � i-_ E el A" ? ON LINS 1 cLr✓�✓A�! f�N �.I�� �i (`� 4 !. d A• 4 cc ,�, 9, e � r :R r P A x r 5 s (it x - =-- - �!S GENAPPROVAL 4 ! r Y A CY APPR r is _. OVAL ' - ' i ' - ___ ,� - > I f lo:_.._ f 4 t 8.L :r � ,-• c;, > &: X ✓ r- 6> .✓ w .,. - ._ .. ... s:. 16 These prints com fthe 1 GQr _ _. . _ `-'�--_..__ .- __.... _..,, ._.._ z: :: i� u ::. DY with the:Geor _ v tot lrrd .:. , Georgia kutes! _F us,r,a,i�ed Buildings APPROVAL •,':, 2 A Title 8 Chapter •.' w.1LL c�, ',� "'` < I with the South Carolina °v_.. Article 2 Pert 1 of the Official - -' -- Georgia Code of � III I _ _--..,. -�� j --- — - �_ „ ,.;r -, , . ,; gw and aJhere to the !oi! odula[ 6.ddmg Aet 1 ,fi0 and adhe+e to p I - -- -- -t- owing criteria: — Type36 calve < t'2DEEP the lol,c•..,n, clnc:+a COnft. N — --' , B� FORMLOG .. —.. I t -� '=/'��'•ri .. {a _ ..� i:C:'.St Type -- occupancy ��^" , �.�Ic_ a.. �r.N x;. + :+.; Allowable _n rcv - t -' ; r abr No:", FLOOR OE Ali --._', - _k ( r_�'cr+fL'.1 \ y..> �.t 4i�i� ,. T , .�t'sDDa i:cV—JfISJ+ i `L I ( »a t ,�' r I '.., T` o floors � UC Gt EN K I P i - r pp 1 s a a- bre No. , • C4 ic S. 2 V E RGU M FGt CO . - , ,r - I �, or Floors J / _....k... ., .,._.. z`: ;. I , ;•'e:, �..,. F,: , ...` fire o., RrPpeaUlInnWind velDcitY Lxl WaIK Rating Of „z( walls fluor Load g, a ItooNf `• Gl l V�(�AQ ' ra.' �^ �•.� I� d � ccnA< rite Wind velocity P tro, load WOYai Date 1L x2-7 C2X �.% TE INC d 7� 1 �G7 � J +Hr 2, ih3r/ TSr„rlujvhl amp z I 20 I q•t02 9 !GZ <v/ C Q^ a S G�1 , -20 3 ELEV, GUNNEGTI©IJ „B:i�•'''`�a =V A ! I I �� E E_ I rF G �r ,._ �G l_.__ ✓ T Oi�i l_ NE ,3 _ ✓�,� c,.� ��ti-- � � c y .,. _.•,. , ., - . ,. r......:. ... .... . . >,. , , e _ . rr - . -.; HF>�'{ TITLE ,._..: _ (-. i h L: �t q-_. _ , _ - DRN B .,. .,a - h n o i i C_ S� ____ v:,::.. ,,, :,:. / _. -w -e, a _ DATE y .I 0_E ,, .a __—. — — { f d f (� E , I., . ___.-.--_ ..-.-.. �_.- _........ ,_. __ ! L SET �kTE �4d . ( Y a _ a �r s" ..,C ,:- ,.zq r: r ,_..:� - -.. ._ fiK. 8Y DATE t II, i. M ! V ' r _ Y, fF. __. f - _ _. C L' � �-_ _ _.. _-_•_•_-.__.._,._n.._..._.._. _.—_..- •_ __..�.._.._ _; _ -� i .. ... . _:. .:IfJn t r 4 e 'OIDRD Sa71 S t t ❑❑ // Lr. / FORT WG r.. ,, t i t g, r v :e„' tl.' _„- c `.u,,.n ::c.. ., .. , �...bi�iSJl'l2:' _ Utl�'�Y,l N e aak 17 I H m IN r. w s t t y v n dj w _._.. _,__ __ _ __ G �t•♦ R. �1 RDIClP N6uLATIDN ..- `� t Fzz,W57'A-L vc�.TM+YIs vkR7 - - w/He,�W Q[.tiC_rc. :3X2 .W r---- ---} MAST-)(-Qj 0+�ri TcpcRhll>R1Lf? I r�t�c v P' It Ill T. O •1 a..w IO-RG GEIUNG +gR-!© W4 Wit} C»Iuw6 +a!-t0 _ i ((Atov6 �• ,;c:�¢ mac) i j - r w. ' LAM. GEIL6t - .� vc f3a CoNc. . IKill 20GA• EGGSHELL ii Hi {PANELs I ZO G A . - • 0 drA . L t` GZSrB FZ I �I L-A — � i 1 L 4 , AL R I Ns� TrCN .. r NA 9 Y y -�GK G�}rAf.'b t�C1�' !xt$ GONT. -- -- ! 1 =- .- '_ 9. ARP VS' Aeove CONIC.) D/ I _ 3 -/N MU(LIo � GoKNEfZ caJ � )1.0 , Ii S r ,r s� r v r; 'oU1.U� 2EE G J a f .. ♦ ,.y t.....s .w. xa, s° jw» j i ,5° j. ! {. `i E 0 Y" 4. R. 1 .� N ` � � Nr7 t.ii�n AN �t>CViP71 E ._ .,' WN Stares, �t.lfl6 P 1 ' '����- .:f r � ,<.., .,.� � r "�. �.,...... _ r ON5 SHE T 5 2 •..„ � i�R a CFF WHATE"� 2. 2 `fP tA�QD m W Poi ;r. = 4.r vp W , � � tRY I sn>z�� Ie13 A 1" - _ f �. E_Sr' A32 9r� e e t `r 4 d F E t� d 4^ 1 F r* 1 f I e • r : ay a r n x s � Y t K #•. p x s S 5 � i f ' r 1 � F �11 iY 4 F � lZ Y l! � a y 82 ft r t . r � f � 5 �tw nr rw g`�9ASYLr.� 1.5 9v% v. ,A 3 4 k 1 �In 1 t, d j } 1 f � h tr ti "Y e d.z f l� =11' 0 21 4 7 15 16 17 I P M E N T ITEM FURN. INSTALL QUXNTITY 7=7_ MA"ACTURE 1 0 0 1 SALES COUNTER BESTEEL PART C'� _�23-CONTRACT ry�-_ABN CONTRACT--- 0 1 HAND SINK / DRAIN ELKAY LRi T i - --------- 3 1 FAUCET / SOAP DISPN. AMST.2238-.285 BOBRICK 88221 ---FOR-ITE." 2, 4- SPRD. - ------ F,'3R SINK W/PRIMER JOSJLM 49302 2"WASTE 3/4 G.------ 4 5 1 N. 7. R. OTHERS --- �Ii it FIELD INSTALLED 2� 1' SW -SEE ELECTRICAL DRAWINGS t •PEP. .-POINT-EIGHT ELEC. 'q 7 a DRYER 9 '1 ;TOWEL DISP. PARKER958 STNLS. SATIN FINISH 10 11111 0 2 WATER CLOSET AMST. 9468.018 -eloill cadet_ -HANDICAP APPROV. T24 JkPFRV. MIR. AP. 11 2 HAND SINK/OFFS. DRN. BOBRICK B310273/AMST. 9141001 12- 'PART OF TEM 11 t - 0 2 FAUCET / SOAP DISPN. 0 2 FLOOR ❑DRAIN JOSAM 30002-A-50-T W/ PRIM--- PROVIDESQ,TRIM 14 0 ft 2 EA GRAB BARS 1036/1042 BOBRICK 86206 BACK'G FOR 250 LB. LOAD F —iiil 2 TR-ASF BOBRICK B279 15 16 • 0 _3 EXH,' 'S" BROA.N 676-110CFM W/TEE--BkR Blil 1-f— • * 2 PAPE" H-. !%ER BOBRICK B-2740 NO CONT. DELIV 18 2 COAT riCG BOBRICK B-222 !;3, t-t --_ rTSH FLOOR `tI/ le>1 -7 i C�) 1"_J 14 zlz %1/ 16. - F i c_� 1-11 14 19 SPARE 20 1 SCULI,FPY SINK METAL MASTER 18-36/2-18 rl TA 3 STEEL A - t! le I F- M 44-1 "D ? % E yy it V I 21 0 1 FAUC:-, FOR ITEM 20 ELKAY 66C 7 Y C, 22 ICH -�,�-_HXNE BY OTHERS �_ _23__— _X' __ — , X . , , _- �, _R BY OTHERS 24t • __0 EVAPCFLATOR COIL -+6*-8- -CLIMATE CON`i176 WiDEFLECTCR.• SINGLE tt,' ')UR FAN 25 2 DOWNSPOUT 3" CAST IRON RUBLESS--OR SCH 40 -P.V.C. CODE 26 ACCESS BESTEEL 27 -1 ROTOR VENT GRANGER 26525 29 0 2 DRAIN WASTE ELKAY LK 35 w/sToPs-_(PART -6if2o—)- 29 1 GRILL MCMASTER CARR 1837 KL3 WS 0 COLLAR •-AMST. 834i.ill W/_ Vill JiRK PROVIDE BACKiNG 30 1 HOP SINK DRAIN EL MUSTEE 64 W/ 2"d 24- SQtii_X_10" H 1 FAUCET (MS) t6 32 1 MOP RACK BOBRICK B-223X24 0 1 WATER HEATER-------- AO-Slill ELjvi irr_-il -+r-Zn" a '- v W 34 • 0 2 FLUSH VALVE SLOAX-ROYAL 110.3 (PART OF #10) -3/"PUD 35 • 0 2 TOILET SEAT CHURCH 5321 112 (PART OF #10) OPEN FRONT hP tt� 36 37 SPARE 38 1 SAFE --S -/B/ F_ COASTAL I AFS 7SISRU C1021 t _L __39 2 TEMPORARY COLUMNS BESTEEL RY 40 • 0 - 2 EXTERIOR -LIGHTS L LIGHTOLIER-LUMIC" 6565 BESTEEL 0 BESTEEL SUB CONTRACTOR y. X GENERAL CONTRACTOR, OTHERS. 0 0 0 A a C H 6 0 U L a _ITEM QUAN LOCATION (SIZE THICK MATEXIALl k 2 ENTRY SALES DR.- __3086 -1.75- — ALUM.--GLS.S.-g. 16 a RESTROOM 3070 1.75 SOLID CORE 20 GA. Si 12 2,4,6,18 C 570W-A-OE� -3070 -1.75 SOLID CORE 20- GA.--STL' _12 --4,7.18 UTILITY LOUVERED __3080 -1-.75- SOLID- CORE 20_GA,. STL.----- 12 4,6.18 VENT DOOR FOR R.A. -1 EGRESS OPTIONAL 3080 2.75 SOLID CORE 20 GA. STL. 12 Ail _.2,-5, 9, 10. 13j�llt_,_ F 2 ELECT. CABXT. 3080 2.7i5 SOLID CORE' 20 GA. STL. ING - STL. 5, 8, 13, 1,C, 11 GLASS.-.---- ___ G 1 COOLER LOAD 2668 ALVM.GLS. LOCKING "UK. _"=0 MANUJPA&�I� 4 - -4 is�o ALUM'_OLi_,1;6il ALUM COOLER SALES (4) 2260 ARDCO -VANGUARD-BLY 1,7- SHELVES ALUX.GLS. ALUM. AADC0 VANGUARD BLY, -1, 7 SHELVES _J _1___ COOLER SALES (1) 2160 ALUM._GLS. —ALUM .- kkDCOLVANGU,ARD_BLK._-.ILACK ii K I COOLER SALES (1) 1260 COOLER SALES (1) 2760 ALUM.GLS. ALUM. ARDC0 VANGUARD BLK. T. .11, 7 SHELVES L .41-7: Fill L- I rrcm--,- DOOR EQUIPMENT KEY 1 CLOSER: -—LCN'2036-CONC EA_LEDrCVEjHEAi AGENCY A oust-- 2 CLOSER:__ SARGENT PS EN FINISH AWITH PARALLEL. ARM) h It Georgia Rules 3 HINGE:_ 81 ?OLD TRACK GRANT #2600-,W/FASCIAIKAGNET LATCH 11hi pl corl wit -SURFACE MNTl i for aduggi ag$ I e �PTer r." 4 HINGE:_ STANLEY FBB 179 US? FIN.- -FULL. MORTISE- 4,Jk_ X 4.5-X_.134/1_1/2 PR afl� CV3cle Z Part I cl 16 1 'H(X 0 tlimie - Y_ F 5 RINGS: - CENTER PIVOT, TOP BOTTOM RIXSON 370 TOP 340 RIXSON and el - 3F 1"'i J To \�4&L_L_ but 6 �LOCK: SCHLAGE OLYMPIAD D50PD 626 FIN. 2 /i- BACKSET"LEVER LOCK -(E-Kzyf 0 40 - - - f � i z 7 LOCK: SCHLAGE OLYMPIAD D50PD 626 FIN. 2 3/4 BKCKSET LEVER LOCK SEPARATE KEY Const. o 8 LOCK: SCHLAGE B463R DKA_DBOLT 2 3/4 BACKSET, A103 KNOBSET, SEPARATE KEY (U.S. 626 FIN) td 0 9 THRESHOLD: BRONZE PEMX0 (170D) 10 LOCK: SARGENT 12-9810 SURFACE MOUNT EXIt-63VICE _626-FIR _J 11 FRAME: BLACK ANODIZED ALUMINUM 1 3/4 X 4 C -UTI L. 1 -0 in J -1 _J JU 12 FRAME:, 3* SINGLE RABIT 11 GAUGE TUBULAR REINFORCING a HEAD/JAMB U - 1 13 DOOR STOP: DOME FLOOR STOP LIVES 438-3267/W TUBULAR REINFORCING 0 HEAD & JAMBS ire Rating of IL V; V 1 all X a, JW 14 CA" BOLT: STANLEY 1010/18" LONG; LEFT DOOR TOP 30 ZINC C146S CHAIN BOLT LXL 0i 13 .1 - ii.- U I U U 111 15 CHAIN STOP:STA1fLEY CD1707 STOP 90 MAX.- 1"d III 1 16 VTR STRP: BASE, U.S. ALUMINUM DW 128. HEAD, DW 129. JAMBS BRUSH PILE. FL 4 17 Wi STjkp: BASS PEMCO 377. HEAD AND JAMBS S88V Approval 18 KNOB STOP: GLYNN-JOHNSON GJ-60C111 1 1; DOOR NOTES RZI-itli k. Adjust all door clotill so that th opening force does not exceed 8.S_f_t__lbs_.____ + 11. 111,trance door electric strike. 11 - Rite Mfg. Co. o- 14603-Re t1fler). AGENCY APPROVAL AJ 17560-525-626-00. See 916ctrical dratil 81-HO-346 for strike c These prints comply with theSouth Carolina installation. Deadlock:,MS1850A with MIS 4043 cylinder guard outside. Modolat Building Act 19-460 and adhere to r mortise thumturn with MS catiminside. MS4002 Series armored a 1� 4089 lock cylinder inside. Mortise cylinderwith MS cam outsid the following clitAterii li tri inja2b - Deadlatch MS4710 N/Series MS4043 cylinder guard outside, Coast. Type Mortise cylinder with MS cal outside. d590 Series� paddle operator '7 Occupancy inside. Both locks keyed aliXe no substitutions. (U.S.-628 Fin.) A1;o.yab!e No. /.%J C Pull Bars:Manufacturers, Baldwin, mount horiz. below window sill level, 31 Floors 2566 3/4 dia. push pull set 10" ctr.,ss. fin. . 11yi yll Wind V (Ref. DrwqS-3; Detail A). elocityr D . Denotes Security Opening. nE of IN Ill I KS La ol GLASS SCH4DULE lip J j566n1D`1NAP-IN'MULLION. > H. 1/4 THICK WIRE SAFETY GLASS TEMPERED STD. Approval Date_._ KV-011l C F. 1/4 THICK SOLEX BLUE GREEN.SAFETY GLASS, TEMPERED WITH BLACK ANODIZED SNAP -IN MVLL16NS.- in Irrr FR INSFE-C I G. 1-3/16" BULLET RESISTANT GLASS (OPTIONAL SECURITY) WITH BLACK_ANODIZED SNAP -IN MULLIONS REINFORCED FRAMES OR DUAL NO + ie, Iii r. U ROOM FINISH SCHEDULEa. k OOM FLOOR CEILING 3ALES AREA ceramic mes ai ramie nte{T Pre- n. a 2 X 2 I. appl.white panels 24 x 4% '�TILITY swooth-washable 71 Refer to plan fo' surface. VL OFFICE color Class a flaAa T USTI N Lr�T X, Char ar sealed 6* Oh.a Pre -fin. stl. concrete black fin. pitap appl.whz S. Moo Sink tilaA LainCei'4- -4 -7 9 e ln. stl. Lay -in, Coiling laic/6 X' 6 'ppl. white None -�,ifaint App.White S.M. Roof Deck 'E TILE PLAN ALL LOVING SHALL BE INTEGRAL. i A )NS SEE CABINET DRAWINGSr CUINETs SHALL BE PER N.S.F. STAj%DARDS DA7 1-1 67 SHEET TITLE ORA No Ilic DATE 7 20 Cy s, i q i-. yr �i .,.�: ,• A'.. ,. ,,: a Iy ; , .,+ .. � t rvx k+ L , i { ` { I 3 I r t � i . f ` , l\ . e a z c I 1 a f •c ` I i 4 I I I { I 07 ; 4 I 2F r I" a { r f n i F i 1 • i + R, a a f I r b � i I a'. r i 1 ( 'f r , , r 1 i- - I .� \ 8 , �fCIL ,., __._ -. L._ �_i__ _. .._. .7.r'" .._.. •,._,� i_. __ � -.. � l " {`l I aT _ r.f I i l __ M _2I-0O 2_O � _ _O0 i I I _D ti J p _ _ 6• r a v ! Immmor C. Aiii-Sf t.. tK .___,. { {�,� '.,. ..._ d..i t . '•I L...i C. _r Y-;.:.7 I Sm.-+ I -'� \.,a.",_J r J 11. i-"'t,., ( u e ` a z.r , r i i r 4 ,ti "^ F 5 � '� �"-, .. 4 e a.4•p Li1.eVll.'+ � � ... .: KOLO .^—fiY h cT.Y 1 . E + _ s A re +Y M w •aon s.w w,m c.�x frr h , w M. %_ . sa^l rr ,► )a �..:--.,fR __ r11ia 11zR n.rrs _ $ I - ✓ f � #.5 f )Y.•.n.bw Y.. vq � ^' 601 • yo iyn.,.wyra .___ _. _.__ � '—_— •`. Pumps ;emsTt 'V . A„ ., s 7 - IK! V.I l5, il) 1, POP 1 rh I i7 1,c S y rxrc..wn owls n.) fid a .K �. _ ,.... -. [n.I, Lm• 6.n ' r r _ w.ur n r o�..•,..r. r• v 4Ynm C,/. 1,A ::.. 11i [.� • ..NO n a.Al✓e M. [UE'.w m IM NSM .I14 —. Mf +w.TY. Ip. n F T r ! C A..r I, c OMOE,rfE Iu .vl� wn �k r A"- z - lvaKkV.rd, Sit l C,. / e-; v r•ba fqt:�. � n) I At CIE tS A6N[t «- 14„.. I i {L I Y � �., � • Mry t�i I� III I, x�Rlw. ve .c .. Anr. +1, np,w i� 'a1 I I ra w#wI Fe.r .wl M ✓M N.+I,wr rC r.v Is...a,sn. r l . 7SL' ..Th rr,,»te '1r1. 1. •,Inh. �. �,a h a Olal .DIVF MY1f I I s �. 4 R llq*h tl.liil • !'.�. ' I a�i I � u¢?•Tr. - 1 , 1 .+5 KtED ( tne►;�ip7 ^r>nTr�I,�d. •^du,etlnR G { r. s .l rt �f kl10,011. •;r azx a. r. 1 Ili d• D� 0 1 a f, f ' R � - _ f ly iXn s �': � i,l i`i:^I , t.h r'+rarq.�. t I.I. r>s � ,►r711S•'..t'Ni c,`'.«, sp= it co-*nc..acrr..wtsso.Kss..Alf ,— c A_ rRUN c �z 11�CC7MME NDfOG.EAMNCE�-aa' Opt m S+DES & 18- RE AA �' POWER *. i F . IVON I Iy Pa r'k• V`•I.1 )YM". YC M'+, tp M ,n a .) , . i••A•. vS L`n rw'j.11 r'?1 �y'e i7 `'t5 �•R.1'h. l'ron Drr1i '71.Na Ri ,r rnr{•w,.n' 1R -h''eAn 4wl..1fy rorlA-o re)urn gn,...,a'S r• ,1r-1 t- a r,.Rm«�1�•. r.rurn t1r A•I•) •. 3 9 r I HVAG CZ;t WEN-5ATE c-_�G�R, 1 , t• r, pE To F ►2 �� r nt iNSrDF, No1-To W4�rF Utz C1UTTER, L. vI ixIJiL q /' 1 I. { siLrc,l.roErcr...a 1 orwrta HOR+ NTAI UNIT�.- vlFw N,i T IN Rr` G C 'Ti Cows OIL7 1<?. 3 FIX. OSC-0300 III ;f +c_ �w,' .; as p: R COOLU CO#4hfSct ?A.740 oy'TUH i 9!S1 larr.3frla UNIT, Toe WW. , � Unfit ✓.,: . i xar G G1.ilV,Tt COI!`['!OL 1 f1t. • 1;tJf. LfC-3111OCILAX FAX COIL �. ; � ��.�. � ;. �<, � �'��cx-r� �-�� � f�• F r. �. z�� c +-,�. ,tee mac. 4�►,�.r fW Sh A1F tiOGD + M' __" _. , 4�... _ ( w a+aanAw s,Ts+r 11 E *7 a ^� P3S Jar T D FOR C G by y of Fla wirld VI fire paw:is , wwaar u a t Floor 2 u v . ,e... . r r j n i« 1 .. , •• r i - �R # . �' • ,.:,,,ems.....: ,s ' � x *.'�a , 0 a v, I .�A, .4 AL L rU615, S, t t1) A,'A, °'X AJ 4c! S P, 7 v, q irr A 4-0 2-0 3"CACKSI04AS14 6ABIA)FT 6ASC 648 T e.A5E I C,�S T 8 56. ET, uss.-.1 -q fL kN7-4 C 4 7- 3 30 1: L EA ?..lei'.ul-117 ;C,;'7`6R 18'x "C'-d F WAVESHELF, C 44 ICRO WAW 3 HELF il;ocljA)5 W/S�Ik,�CL D 4� CAIDIM Eyv lS A J j IN I J I '7 AL f(jA1 'A A C7 /,/Fgfc I ; I E:� 5 ItX. - r 6-1 4 -S, E o im \— 8"X12 HIN060 1&-//- 4 4W 7-. e-Is CAA�JIISI-41�? 71A�Wy ra C L-EA R 0661?s J0 VR4&1`� DECAL `36• 4, �v C HZr AJ A vr %7,1, ICA SRI-ASH 6UARD GREY FORMICA CdUiTER WHITEFidRMICA 4 57RIP :6L4CX FidRM" 0 k `471 47, /Z S 34 GRE Y icbRUIC,4 ti PILATAORM. A J E C A 5 IU6'17,� A Y MfA 0 E A 5 1 1 c L� R rwd 4 �s 5 Ho wtj), c e wi rL W r 3,4D7USrA31-C WOO �1- 1 y .J 4 0 At S 14EL VES V "'o 'YAW 6)-4-F Y, GN r10 r C) 11"X[7 i,3' IAI-S 1,06 1A BACK 6RCY fbXA4)(A IFL6UR L16H < 6RF-Y 1 \ Acr-Ess OPENG N/AJGE(Trp 4 .v�RAMC Q3 lu A r13CREW'MFtyVyWD BA y:y,+ 74 F- Y FORMICA CK , 1) Z) SjqFL VIAIG -17A 6R It F PA Y F6R 70 P SUPPdR 7-,5 POP! All 6; 57,�: F t7 5 7' r L MICA WHITE FORMICA it I 7- X T-Aq M E-4 7- Alk GREY, F:v ICA 9, r0C` -e32 Ba 4�1- 1z z 3 ADI W660 GREY & CUP TUBES A.-;�-� W PAAJEL HELVES r ;l "- e I { i � _ �._- .I _ __ i t/FiCR.: (,. A I Arr) (GAPE r P AL);y ORE Y B" PAAKI- I e-, ofL44%A ni- GREY F ,6 'F re6lt ;04AIet, eu 6 -n- vvnx rv-tvCO 7- M WHi TE- 4 7 T 0 FRAM -6� f6RMJC4 Nry FORM it EZE L R11 L Foi� A4CE 3 to CORP A.IAPHIN DISFWAnrit N 7 ^yV i a' L 4 36 4 '4, j "41 v A L C mow- r 111,0 M TZ.j�714 L C4 E,-! Yl -4 AGENCY A' 11se prints comply Y'i�' _ta Rules r Indulitria;ized SUI C Atti-le 2 Part I of t� O'llia and adhe jtcp�e j, nat. Type CUP4 Wo floorli Id teloc I Rating of W214 )r lad ,roval Date M INSPECTORATE, INC. AGENCY APPROVAL These prints comply with the South Carolina Modular BJding Act 19-450 and #dhere to the following "criteria: Corsi. Type v occultalcy Allo7ab:e No. of Floors Wind Velocity Fire Rating of I.M. Wallis FW Load Approval Date fit PTL INSPECTORATE, INC fi c. mot BN +tO AM AM X, A45.4*R, P 4 Z� /D F N—, InC Che n U Inc -SA 4 S ej 6, R C�4� i, L C rM, Mail" 006� San Frwxua REW)SIONS Adr F/'F/4-4 F - j A SCRLbYx- ' CH. -iY. CALW. art e-- %ry if MAD � �) ae I O Fit C6 PK�M rv,u I Fs �u 5 —=� MAIM SUNNY VALVE A DES O IN Yhxt� $ox i 2 �6 � p a i Elm- w # C3' F I 1t C7 • ,. W. -"-7777514, c Y �9 SEiIL7 A r2 ^ROUTE ' � mar .:�rZ FlELp GONF�EGTi- *�'N, SLOPE b" �DNALL &E '412 NASTE nD ALL NASTE LINE To . `n , _ -. R • K �. .. .. $ry 4. i �. r'j'^ f. r it �iV`. ♦�� y .I.A \.. s .. .. Z ,lk, ! t Yky s " s� 1 t + .y v f ,.NNR }, ' 1 a i!- U EVAPORA7 _.. =AN�r Drscc'rc`~ �.; J ;�. NDiE57 ` -�H !A/ k., '.�. # ', `5 _._ ;, i ^;.:� ? ALL ELECTRIC wOOM SMALL d` IewCE w:14 THE FAN Un„ C x :--a. r- �r� N.E-C. AW ALL AP►L7CABI-E .o'. ^:.AND ORO!XANCES_ ¢ x CEtuAt6 ra,U. / �p.t-8DX. E:CcCTRICJAL %3.t-t°MLNr, F,xTuiZE-S, .. , 1. ALL E0U;PWEwT $MALL BE CRM4. -��RD■4LE rl'M �4.E C..+ S F•7r iA46S A,t7 pFvrc�S,FAPJRrCArarz EYAPGR=^ " i U 1TROL Ct{TS. COIJNEC7"S Tb L i ARTICLE 2S0_ GRO,IINJ WIRES 5-^ -D, 'u" h�L LiCMTS•` '- i *L- 2 ' to I T' I,! ry IT kcSNMc ``•J aRcA ELEC KI!AL I ¢"« ��0 �+ d 1 L`AfE FRAME ) To8"x8"x�a" t v rdGrforj ,eWX 1N CFfL,vG SPACE z s="ovE S7_Q4A6F F'.00,•t ,gIALL SEE G2rJ6- EL-29S. _ Rt?OF A t J Cc. r'-*. "� AAPLIA US AND FIXTURES. _A .'41 I ,rr )`` t + V:s ? 1N�MLLM, WI"WIN 714E WAL4-rN C�4LSP- }50R UNIT THQDU6H ,aGLE-3s A1,E a 'A - - c dPErlrur AJ Ric .15CA/E COOLER, F DRc°`ES Td'; � 3. ALL FIXIURES AND w7REkn 5 .A f` vfr";:�'.k,TI.YtUt,';". !-rxCUrrS To '�"t u `"'. i " { •-�rd ,` rRH?UD,p'/U'4r'U�-T7GS+lT. 1` 1e,1P ' ",#.�>m:.. AT CL6. LAN¢ A�iD IN�TbLL WP r-L DT;� "aDv7oE Ac.Ess S. Snr<: SMn�. ---1 Muv+TED w]RE kA rS. M:. •'E i t-_".71] f$Y ! i+.?.'-; ,Z';�i rOR, M:_".7t <.'.'.s._ j-. -_-__� of %� „m ,., BE PAINTED TO NATCM THE ` .'' -" A: -ACME TC. 'n., + .. .__ b"N Tb oiZDVtD�E CD+.lAlEG17D.,I 7D EOUIPMEr' ANO F:k7LrRES M ,_E AHD CONCEALED IT1ra7ALL-ram .A`_�..� Cs. SI7-F- ;'7JY f }�,')(_i4TS S lAkLL BE SEe.LED Ar �13TZ.V PtjtNT-. : T-Hc EL' , "' £'s, . k,i, - ANO TO TILE Roar Nro (1JMGR�SSa.Q_ AREAS 00 .407 REWIRE PRIM,.::;;. ------. _---_- -. j '0 (`OGLER '3' PALE > Q N%G 14l�11 ARr. 3L10 .7 UNVY". �'.q.; .11 ,4;_ iiJ571ALL#1i.'I3,+ib CDr1L�UCTG7�S R CONCEALED CONDviT, M.1R.7.'vC A4. :;� r.-EC'R:C14_ ELE'L7�2JCJAN. SEt= D2x16. ..'Co iF " -' (1) Q6 <....DIJ4D WiTZefo TIC) PEE C.Or.INGCT Ar !NRDwARE IS PREFERRED :N ALL 5:A z ;_aE STATE - 13LDb• SIrLr 8V NVAG 1N57"ALLOP-S. C04ouir CERTIFICATION P£RNITS 2T5 JSE. WALK-IN CUOL.Q CQC0!,50vER SHALL aE SEALED Pert N6�Cf4E�:.Per. ���.'I 4. 4tRIr+G s++ALL eE TMwN. COPPER. k 'M w 50OV RA MINIMUA SIZE OF 012 ANC AND SI <s -SSART. HEATER CI KX -j-, j z-2t LJG hI ram• CO/�iDLitTS THR�{.i6H BASE P_RAME UN,riftV �LiD2 5.,-. ALI SNITCM PLATES ANO COVER PLATE' fx JC;'iiP;EC AREAS $ SEATER CIRGU+r�, P2_1, �P2-Zt. 72� t3E ( Tp SAe_ES A2�A G'Sx�''IC4' ✓l1NCr7cA1''; SMALL BE STAINLESS STEEL. 8 _•7-ALL !-FF5'"LO BY f-Af3F</CA7L>►L. Q,•x�.. DUrL�T' ?Soc "�!/@i..4YK 51`'-t COVSFC i..`._�` ---�c �QNT1,�CT``ir-.L.T 3LCY> �_',`. E I a'rxg✓rto F �T�ICIAN�fE - J(JCTION 63K INCLL. SiACE DRvJ6, ELJW_7Bx /rTLCOVERPLAr: @ 18"AFF. %AH. stilt$ %vSx t_Kr. , PLA 2 38 FKnM Tt k" Awe C8ERE _L1'k'SULATE WIFE t cram Ee E fWICM I FA B R IC:� TD FZ TO R e1N C: K7' !nr t R� fJG CP.� Al Pa AlcL ez To J -80x , IAJSU1_ATF MIRE EA/DS, COIL- 2-4" OF Exr2A k)lK£ iAJTZ) BOX A JO /N5TALL � \ COvER RA Tom,. i r, _K TFII 2 Z� -RpOF DRAIN Pt ft'aErAr r r2 F� ,- -� , rn�,.cb h1aL.L' 2 P✓C ✓CW- -- �, „ , I I x z-�z3 v az 7z fz''�cMr VP,,, 1 Pz.z t j �P2 33i34) 1 2 4Tt7si. kt to IA i0 pl- +s S Z S.�L ` t 3a`ABorE �4TTo.n DF Fa�cl+#(Z'-1} QFFi I i I EttT h L '. " Z I I '7"4eMT Tc� GRossovE+t 00,i;. io tl 3i1 ICIFL£x. + { PANELVP2 n i A tP F C x , I F F I t , I P f (� -t W I zt'k.LAY t 3f ♦Ar, r 91t - P o-` a?t [P_C L!'U O 3 ;A 10 �. I. PAPiFi 17} • r I �• ELECTRICAL CL ' r1 I ztnm T i t :�• I 4{ rt r � � ,�. d ..� c i "°-t ?ACPl � ::"- .' ".,," :. "rr`. _, , , �_»a.I i _ W tN - _ `�.,✓. �,•:: �� . a L,'�o� •A • �u 4 t ;l� 6 �. _ � �. : h .;. } i -• e I r , { _ N 1 c` O P' -,IK S_ r }'' - '7.., xt , G2a -! >vEt sAo, i I '1 -ii z- , T 12 , a ,1i51� 1 s* y� .�.7 ,;. ,� ,'wf IZEc�"S. �' .aA,JO t?R`18t. .,;,..• - 5 , I, saw " x wp N�rat t a,t..,c _ ElNT � u� CRossovE L.UNCTIpr,Y ;I. �: ���; �' `� _s a2•3 ,5 1rJG EL-�c, 1 ; a , <: SEE. DR • ... , ° z { Fz-1 °z 1x Pzaz , '16"T � p ' I �_ te. rot r - �r 'r'A�VaST t Lacy. N �! BIJI�IIiQ F r � t �BR I .A 4 _ R WILL I 1 I i LL . -t f I i III t - J i ?L s f f�7 }} r2 , � }-rz..1 ��:ES `• '� �.� � _ AL>7i TEST LI4HTINQ ItlFD APPLIANCB, - -x, wv + S" D GIkCUI DISCONNECT wIRINQ AND v - �yt_ CONDUIT AAD SECURE CONDUIT I1 3 - >>,� CKILINO SPACE FOR SHIPPING. j r 1 FABRICATOR WILL I h SURE A11. x I R I NG 'a pROPIItLY AAD PERMAII ENTLT MARK FII r 'r kit o' DEi�TIFIFICATI01(. --I1 A 10 i ._. i I"g! III t b P2 t 1 J',, �I (P2-2°1) !3 o nWT AND VIRINO MST BE RXCKX=1M AT BUIT:•DING SIT€ BY it I ELECTRICIAN ( OF1MAAL CO"TRACT(`R) IIEMT- : I ' I L _. �P. 3z� 1 _ t r r x 4 J eox Ni rn !AI CL G 5PAcs. 1 ua.a 0 III l' ,I CxzYex [ r �G �n To _ � Sao K C i i u J O P a ti f { s t PI-1G 3`�a nvE $orT F , 1 E c A i A C a (d EMr PZ iZ )C Sri-1i J - -- tr SHALL BE INSTALLED -_i ,ta. �4 uvSUPPORTEDS RLLEO 1WD - _ �- Fli - , [ r r CONDUIT _ �y� s I_ fA HVAC Tv4g:kr-Aot.Tyir CAa21�0.rnfC -AS PER N.E.C. CHAPTER 3. z�7Z L_1(SwrS CT L-1?� �- _ f �, ) .1 Hoyt+;*��i RFt DR^o)4 PIPE ` "ERNATE SALES �5�' IN } I� y > JAJSTPLI y,L ¢ t o a �b w, o E ct, SIGa WHEIJ ?43 ? yrGl IlsxLb f BOx c� BEd Cs")4: trJlPULL ILi ��MZ' (mow r..,.. M>"o. rK (Lb 5o7a WIRE _ _.. o .`, ai ��` ' � , , w r� ; ,�; .;. ��' a„ ro �� t�n7-D_ tiva[ Iwir, _ � ,..,� _ • � I i Ur tiup �LEx car o,t Rc> tr ^;TE SS - " i� 1 r ,t ,:icr �sh1lTCNka t ICsfm NG ofKr5. �� , 1. r Q d ml t ;m mot: -b s ar,", �w 5W-. SW it SW 3 WATER T)514T. • 71 d'.r• ,s •.,.,;'`ta [t"S-S.. ,x , " P;: - -y . r ...;a: r " ' r ' FRbM SALES '-P.A - c.z STRIKE 5ui1TCN CKT,,,. c 8 (8 +C� LIUAit_`T)DA( 5,77( IN �1b SOACE L To -I- harf, (PZ-,,, 'Z ; '.` AAA iJ [f 2. . Gsr Lit?sJN TUu,GH i'",:x Trf. __� AGENCY APPROVAL AGENCY APPROVAL �543 d i G3+.iDUIr' UNDERCt�4R ,IN BASE FMF) These prints {s^ n., ,. ^,V' -- 'Din:_ SAGE TO CASHtir'%__� --r_A r (=*`� CJRCUITS _ O l L E Ir15AlLt p .f " h Rules. rO ? R scon t DY w,th the Florida M; C _ - r C1 •1 tat_ C 56 esz prints comply wdh t e .#:. , zL L1J?EA 1UA1CT7DA! $QX factored Btuk Building Aft of I5 - 4 i _f ! r '..'> ?11 ._ ,. C - -U!i S ��AjpUtTS A Ail ! I' i i^. s TIC: F C a ter, 79 CpnstrucC n �S i 12 a W S C EA . 1 „ 'stria treE $u 1d . g R 5 - Codes and 3(lbe C f _ .. ;., .f . r : � " ", ' ^�;,-s . - , ` � E•� �ri iCS.i Lea. E1�-r-� . rs to the following crit 'aSE F°2At4t�> 8,C8xG r ry �l.� ,, E�- L GTTr iC GC)OR STRIKE pce*S } Part I o7 th a of 8 era a.' ,•,� ( X i 7rot �i: S �A C E Q �OV� . _, j j _ ._ j ".:: r d adhere to Ve '_.. , ..d criteria: Const Type �UPDt_Y. Mrv. IAt CL6_ SPA: E; ;r., ,, t V �t-.7 WALL_ . SSE 40RwG EL-Z 1 iI Nf-tLL'" COAi4EL7 �O CKr_(?2-!!)- - '.;e ' Ocwpancy - r F: Allowable No. <. C t1Q''J C7 E' 3 7 f �' :�a t I 7 j , , / of Floors Ctl-.I_•_ _ _ e.v o0 42 'r Wind i e1 R FOC x n,, . c waling -- { T ' ExL of atts 0 Load f� ,., _. ., ( s. s.; 1: R ..+ ,y' �, e }�`^.•5.X.w. �, _Y"J. �u°r' �^ �. .:1. i .,;} .. ,,.,. ,, W �.. :t :m„^ :" '°( •� x.:. s '>✓°. h", r '.� ,'^a r ..: ,, � f ;.: ndy ..� r +„.�:... ..,- ...ii r G,.e„ E. '•: ,., y _ _<., ... .+✓ � ..- _.. yy ,e, r ''3 I ... ..,...........--,.--,.. ,k a ._ .. � Floor " to � _ .. .. J � , , ,v-., .:,: .v4 dR'.` .-: «.- _.. ,,.,,, '.*T.. n , Sfill = + e± az r.:r',,,,, .:,.., .. ... ,,, , .. t " ,; "7 „ 10 t .::0 �(� 5.. .. R :., i .. � fl II Sbs, ' ., t Y" ,r :G 5, 1 . � .. pA, r,, ,... +.. -'. °m y". ^ f l iWt f ._ ° -. ECTQRAT ( z ,,.:... n « , .+u ... i h ! t.x ,...az 5'r • Y` - ..,. ,� d. 1 ..b t - F. >r. " §_ ,. .:. , .a e f , f 1 't f .... .L TC., t • m �. .J { (+ a . »m.,. ..« x. ..- , I e $.�.. -_ ,v... • ::.. - .. .. r . F. b �. ,.. .. ':� / _.. ¢.: �.. r '.. 1 ✓ •.- r., n r r �� .!L /� f�, _ PeCTO..,s, k. e - .r, C ,°.. r a- ...Y -. > t; < �.• t -'1 '_ Y ?4`e 'V t.. '? r" t}.�w E' > .d �.. .3y, n . ,- .. _..... w ATiO� PLA ,� ,.., .... w+. .'� ,,,^ . `"^ f.. m. r , ^`-^. w f,. ./, i i h ' `:'.: Z..,,; 1 j ^ f.' { 1 •`.r 4^ s P'h , , t , (� I f" 2 ...r ; ' x a" • ' , ,. "', G ,k...d �/:.< % . r 1 k`.., ..'' '�,. .,... a. .0 i I� i 14 , ate.* s�". 1 ..,..= Y �.•,€ ` .....P. I �,.� I " � 1 r � + - 4 ..e ...., .., T .. .., . ,.,., L. a � I .. s'„e � -. ..°.' ; t ;Y �d £ .. �' ... �"# t - F j f, i ;�, .o- p..l ,. t,: �;;:.. �` R yp¢ w^ A(j/p, {�� y { HEVR S _. QN z » r . a., s, ..."x-. ,r. ..., .,. r- :.. =r -•,; F ,,, _ _.- .-. - .. _,_.-..III'-„_-•' _ j, • r; 4 b x t. yy t f p T /{��/� •,., ,. , ,, ._ ._. _ ,.a C a S . ' SSS s • _ r,. - �i t R » �1A K E E I : , f 3 1 : ='RASE — 4 WIRE Ur T I DELTA SERVICE (120, V) Tf HIGH LEG CONDUCTOR CO C) A'.^ OTHER MEANS OF IDENTiFiCAT10N.° SHALL BE IN' ACCORD 'T - r L C ARTICLE 215 B WA 600) VANE 5 �. FOR 3b SPw•.E5 Ar•A SREMCER$' aOLT-OH TYPE 1-225 At" vAX 2 POI[ SUBr T T UOE Lk G"ti_'vt EED 02 Lk LISTED NTERRIJF IwG RATN; urtrwJu A ., R 1-225 AvP YAx 3 POtE S'�BiEED ErGY0Stf2E<i$4f x ?O,w x 6)O.'Y c.-r, '� - '. • ! .,,' BUSES: SOLD NEUTRAL I. EOVr�WEHT GRCr,. vw ' Err SERVES - r n. aw ACC RES£+=:vLC .FOR 2-POLE P2-A SUB -FEED rt3A CA SPACE RESERVED FOR 3-POLE CARWASH SUB -FEED r BREAKER (FACTORY INTSTALLED) BREAKER (FACTORY NTSTALLED) 0C CC ?0 2 •12 1'/?HP. TURBINE PUMP MOTOR 0A CA • 1D50 2550 1500 CANOPY H.I.D LIGHT FIXTURES •10 2.20 2 2 3 (STP-x) 1050 2550 C� 4 TS00 5 012!°!? : 1,,HP. TURBINE PUMP MOTOR. �A 2550; CA. 1050 CANOPY H.LD.LaGHT FIXTURE 10 2120 6 6 4 *- A� 1500 7 l «TP-Y) e 2550 0C 105 _ J ; 0 E � 1500 ! ° 2C :' • 1: z MOTOR CA 2800 CA ! 1050 1750 CANOPY H LQ.LIGHT ffXIURC,S ( 10 2 20 10 10 1F <1 0C CC 1050 28p0 t750 12 13 13 C :,*• 1,,rrBIN[ r JMP M k CA CA j �J CANOPY IoSo � tOtO CANO FASCIA SIGNS •t2 t 20 t4 14 15 ^- t" CC ��� 0C ! — I p6c CANOPY FASCIA SIGNS; I SO � I 1010 12 i 1 20 16 t6 ' 17 17 i 1 `..{ ACE —� CA CA SPACEXJ 1B� 1g r (BLAt4K) NOT e\! ,. 0 ALABLE FOR USE _. Cf `�A SPACE J_ : faE r06 N07 AV wr ,. 2I 22 ., �C SPACE .,;_. F; 24 • .. xA r � �' t:-. P. T � p C A 1 Io2A SP 26 } (C C ,,:I ;. `_,OR, COIL F AN, - OB T rOB NOT AVAIL } RE_ _ - BEAT OWER) 1021}L 28 (SEE - g £ E 3) ,:r' 10 4 10,14 CC SUBFEED FOR '"n 30 30 HEAT CA Q0 OD 0A P2 B 32` zz, P Q©_ Roo CB NOT AVAILABLE ' 34 i+�DO G(a(7 0C SPACE'; 36 _. _ T : F PA/t i. SPACE'S 1 OR 30' SPACES BRLAi(ERS $ x T On T YPE OOF k �', e r UL LISTED tt .�.PUr'TNG RA t ;,: ti_i4 R �r x 14 w> F[ 1 • BUSES 5 ,F N[ F., r w.t.; e.' ,, .•.' n+.'� .-- r — — VoLl •. Arias — '�K C rni s �. SERVESSERVES — -- I:.kR({ SIGN No t (C78 c 980VA) 980 'IQoJ ,_ t' !.rARK SIGN N5 2 •t? 1 2v= 2 : GNo t.(C78 C 1200VA) 1200 ,- t .>c AFC SIGN No2 ,,.,• 4 �{E tEbC Ft _ I C RE OR SS 1626 1626 SFANNER AND MODE SIGN p� 1G IT) t 2 i 1848 3696 1848 SPANNER AND MODE SIGN i ( _ ` Fs� �li64 2328 1164 SPAfdtdER AND MODE SIGN •tp - _ 1 I20i1S 1_ f „ y 1500 30DO 1500 YARD LIGHTS (1,500 VA MAXIMUM) •12 1 20� 16i 16 I SPACE C: 18{ , T SPAC' r I •--� � -ter I20 SPAC 221 r r 2EI P A^E 281 SPACE -- - -- - -- - - - — SPAC 30! i — — a .�r D LOAD — y : a ti 381 JOT MImn , ►AItEE-SPACES FOP 42 SF'AGES.. BC), 7 D1J TYPE UOQ: e.' f RRUPT NG RA1 NQ};••C a1AxN.1iJA! , :r,i � rr. �:-`r.63LED.SLtBNEED.ELiGS Ew ..t"` =;'yt•w x H•'M Y 6 x - ivlCf EOJPPuENT LABEL. .; i SOLID PEUTRAI i EOUtu►FNT GROUND BAR VOLT -... M.tPS SERVES e SERVES .. rre t:: c LOOC' LCMO i � 1 DtSP'ENSER LIGHTING 15"l07 1D00 COMPUTER LINE CONDITIONER. •12 1 20 21 2 IF MORE THAN 4-DISPENSERS 1570 1570 DISPENSER COMPUTERS: 4 LIGHTING (SWITCHED NEUTRAL! NOTE •t •12 2 20 4t 4 6` , 3 (SWITCHED NEUTRAL) NOTE 1 5 315 1 LIME CONDITIONER No. 2 (IF REO'D) 7 715 1 SPARE CCTV SYSTEM (FUTURE) 1 20 8 g 9 9 15 1 •12 450 750� 300 TANF: LEVEL MO"TpR (FUTURE) t 2010 10 DOOR5"i1� t •12 COUNTER RLCLP7A.,LES 11 11 20 t B00: •lpgpi 1640 1640 840 560 SALES AREA LIGHTING (SEE TABLE t) SALES AREA LIGHTING (SEE TALE 1) •12 12 1 1' 2D12 a2 13 13 20 11,12 'SALES AREA RECEPTACLES 20114 14 UTILITY & REST j�00M RECEPTACLES I t5 15 20 1 •12 (SEE NOTE 02) 900 1840 940 .REST. ROOM LIGHTING (SEE TABLE 1) •12 t 20; 16 16 17 20 2 WALK-ON 12 COOLER DOOR LIGHTS 4D0 1200 1300 MICROWAVE •12 1 20 18118. CIRCUIT-19 iS"SPARE 1F LIGHTS 14 .ARE 120v 400 1750 1350 DRINKS/SLUSHY DISPENSER 012 1' 20 20120 21 21 2011 •t2 WALK-IN COOLER DOOR HEATERS 1080r 1860 800 .lLMCE/TEA DISPENSERS 01211 120I22 2 23 23 20 1 •12 SERVICE RECEPTACLE (SEE NOTE •2) 144p 334 tgpp COFFEE. DISPENSER •12 1 20 24 2 25 2512011 •12 WATER HEATER 1350 VA MAXIMiU10> t650 3350 1700 NACHOS it ' 012'1 20 26 2 27 SPACE FOR 240v N'.H.(5EE NOTE '9) . gppl gpp HOT DQG 012 S F POPCORit° 12 T 2 0 28 ?8 29129 20, 11012 SALES RECEPTACLE (wIN00vr' SIGNS) Q 720 1.<20 1200 E' CATALOG NUMBER M-3A (V-A) IM-38 iv -A' *A-3C {y-N 44-3D (V-A) P2-12 1080 ?OBO t080 840 A2-14 4 1040 960 1040 560 P2-16 960 1020 $60 94D 'NOTES FOR PANEL SCHEDULES ,,USE SWITCHED NEUTRAL -COMMON T`RlF� }�REAKER FOR CKT P2-1t P2-6 SO-D •OOB20205wN � .CIRCUITS P2-1 AND P2-6 MUST BE CONNECTED ; 10 THE SAME PHASE. x"USE. GROUND -FAULT -INTERRUPTING BREAKER .`USE BREAKERS UL LISTED A5 tiACR TYPE FOR US ",WITH NP, CONDITIONING HEATING AND REFRIGERATING •`£OUIPMEN7 HAVING MOTOR GROUP COMBNATIONS ANb''4 MARKED FOR USE WITH HACR TYPE CIRCUIT BREAKERS r IF AN OPTIONI40 DR 45 GALLON WATER HEATER TS j•REOu1RED, t15E THE Al i�Rn(AT� ,,SPACEr;Q�D1C�+T�D OR THAT PURPOSE MANUFACTURERS t.IMITATtON` ". AtHE 00 ` .BREAKER RATINGS MOUNTED OPPOSITE EACH OZHE ,"(DOUBLE -BRANCH CONSTRUCTION) CANNOT EXCEED ',a40 .AMPS. - ?: •_� THE _DISPENSER. LIGHTING AND COMPUTER LOADS W£ : "CALCULATED. USING. THE FOLLOWING DATA FOR THE DRESSER wAYNE 390 AND 490 Mutfl-GRADE DISPENSE LIGHTING LOAD 1.5A/pISPENSER s' COMPUTER LOAD 1.5A+tDISPENSER , PUMP MOTOR COIL .215A/COIL BREAxERu15 PAD,= OCKABL{, w/S'J-D •QOt -1;,, ItGENCt APPROVAL AGENCY APPROVAL .` Flt' � South Carolina These prints comply with the Georgia Rules M" trG zdf`sre to for tndustnahzed tluildings Title 8 Chapter ,' 2 Article 2 Fz•t 1 cf Ltie DiTk;zf Code of �°" C9. £'. •# t' � �j/h_ Georgia arrd a:herc is the 1oGcw;ng uileria: Dortst: Type ,tiro Yd • Occupancy �_� ' u1 flJafiti� 3 �.I, Allowable Eio. W;id vuN of Floors Fire Q.vIn6 v, ©.. Wind Velocity' Lzt ),a:is Fire Rating of,, .° Floor Load /f Ext. Watts ovar Dete �'-9''q0 Flwr'Load �$PELi47WE, INC. Approve! Date PTL INSPECTORATE, INC. AGENCY APPROVAL 'w.!h the Fto,'rda A'anu- 0':is, S Cnr.sfru-lion -I;ire'attowins criteria;: MA • 3 (120/240 V) -- 'iJ'•�... _ , PANEL SPACE F;r.' 4� c A__ PRE IJ! i1A 600 AII� C,'TION4 LA 40'. =.tF 2-225 AMP LAA` ='�. E ;ED Cl2 UL LIS"EC «brAM^ ., {,1Av 1 s ( CD ENCLOSURE 75 t t + d: 6_ED.BOTTOM BUSTS SOLID N't.. ri :.,;DE EQPT LABEL A& - , SERVES SERVES —" A c ,e V'Y ttx LO•C )A. FOR 2-POLE P2-A SUBFEED 3.EACER (FACTORY INSTALLED) ---- - - - _ -�, I - - •)� �tl/ZHP. TUt `3 '.r F'_.t✓, ),, ) r-- ^;' _ `t:' C. - : (STP-X) I , ti P 1050 Z: „O,aN •5 H I,O,LIGHT F'tXT occ !•10 2! 30' 10' 10 HF URBr4l` MnT jl> 1050 2800 2 • ;�,...... 121 I loso �. , (STP Z> _ - i I PUMP MOTOR CAJAJPY FASCIA Sr •12 1 2014 ; 14 3 20 2 12 1/2HP TURBINE $INE UR *12 1!20` 16 1 ,• r,_r.) IOSf> 101Q CANOPY FASCIA :: } SPACE;.` I<` i � I 2 ! COCi, c7 iDN? ev SPACE, 2 1 - I COVPRESSOP 5 A , - I --+— 2 _ 21 HEA ,S, COIL, FAN. ho:-- S ! RES ,t':'vE HEAT & i, R) � -. .o - ,•_r 2 s , SPA- S P A C 3 SPACE _ E% :YILIARY HEATER FOR HV �A _ REQUIRED) - CE�i 13. �' 1 SUB-FEEC1 NOTE 5 ! - � ACE FOR P2- 35I 1 vs TOTAL CO i BUS A l4LC BUS C I DS TOTAL c1- ��, R T ABLE 1 r.'v'. „: • , . . [-.r ,.. ,, ... . -. ( .y .i5. 4. e - . �1 �'.VR J:r , 4� S ,$�: + :. V. •e. � Y e ATAL`OG `iM 3 M M ►M-3C IM-3D - a SPACES BREAKERS BOLT ON TYPE 006 DANEL SPACES FOR 2 NUMBER (V lV-AJ lV A?r {V AJ PANEL No P2A. 225 M+P WO ` UL L5T£D tNT ERRVPTING: RAIN MAXt4 Vu " NNNt,IT ACTURER SOU APED ENC LOStRE JS/2 'r+ x to M ti. 6,. 0.. '.; P2-12 108(� w 1080 10 840 LUGS TYPE rNODC-P V)_-E AUIPME BUSES SOttO NEUTRAL t EQUPLNENT GROUND B^' ^ T LABEL WITH SEPV1,.£ ECxI1Pu£�NT C ABf �. ru n+� aisle.• ;y P2-14 1040." t 960 1 �: 560 VOLT AMPS i l•'"' ... •ta SERVES - - SERVES fit( u;T;' j 940 ra - L47- Loc R2-•: 86Qt 2d 8 :;' I COMPUTER LINE CONDITIONER •l2I t I20 2 1 DISPENSER' LIGHTING I S 31 IF MORE THAN 4-DISPENSERS ' 1570 1570 DISPENSER COMPUTERS & LIGHTING 2,2 4 4': _ t SWITCHED NEUTRAL) NOTE 1 5 { 5 5i 15 '1 LINE CONDITIONER No. 2 (IF REO'D) - - - ' (SWITCHED NEUTRAL) NOTE •1 j 7 715 1 I SPARE pAR - - j__CCTV SYSTEM (FUTLrRE) } 1 20i I ,..I tP N..ER EM'P.rENCY SHUTDOWN & DLIGHTING J4�50 7Sd 300I TANK LE V�L MONITOR (FUTURE) 1 r 20t10I10.'-.. ,�. .:=•.- -.::. ..,-,;..,:..:.,.,.A..•.;:.. , 9 9.15 j1 •12 C��. ,. `'')NTACTORS TES FOR PANEL SCt(fDULES` 11 120 i l '"12 DOOR STRw L +"NT 8001 1�4o r34o SALES AREA LIGHTING- (SEE TABLE 1) •12't , 2Q 12 12 SE SWITCHED NEUTRAL Ct7MMOf. TRIP it _ COUNTER _S TER RECE TM OR CKT P2-16 P2-4 SO-D •DOB2020w. ^ 13 13•120 1 12 PTA SALES AREA RECE CLES 108a I� � SALES AREA LIGHTING (SEE TABLE 1) `-•t011 I12011a 11a IRCUtTS P2 t AND P2 a MUST BE k•, O THE SAME PHASE. >. 2 PTA^ ES UTILITY IL REST ROOM RECE �L i 900j Ia4ol��0 REST ROOM LIGHTING (SEE TABLE t 1) .1d" l j 20 16 •16 R J FA T-INT RRUPTING BRE' G OUr1 U, E 15 15{20 ill', (SEE NOTE 2> O- 17 17 +1 20 2 2 WALK-IN COOLER DOOR LIGHTS :- ' 4D0 1200 800I` MICROWAVE •12 1 2t) 18 18 :k CIRCUIT 19 IS SPARE IF LIGA SE BREAKERS UL LISTED A5 HACR TYPE FOR US WITH AIR CONDITIONING, HEATING AND REFRIGERATtN', .1 19 - ARE 120V 0 I 1750 1350i BRINKS/SLUSHY DISPENSER 2 , f} 202019 EQUIPMENT HAVING MOTOR GROUP COMBINATIONSMARKED FOR USE WITH"HACP, T YPE CIPCUI' B 21 2t120 i t2 R H A1850 WALK rN COOLEP D00 E0, 800 , t P N R JLNCE TEA d S E .SE 5 ( •12L' 0, 221 2- IF AN OPTIONAL 40 OR 45 GALLON W'ATEF HE.` I 20:1' •12 add 3340 1900 OFFEE, ' N - , •12 24 2 O -REQUIRED, USE THE ALTERNATE SPACE DEDICAT 23 ,3 SERVICE RECEPTACLE (SEE NOTE .• THAT PURPOSE: " 25 25 2011 012 (EATER HEATER 1350 VA MAXIMU„ � 33 t700 I NRC •12 ' 26`2 5 MANUFACTURERS LIMITATION THE SUM OF 00 ' +12 2,8 BREAKER RATINGS MOUNTED OPPOSITE EACH OTHER`' 27 SPACE FOR 240V WHASEE rtiOTE` 00� B00' ,w (DOUBLE -BRANCH CONSTRUCTION) CANNOT EXCEED,?;-' - 140 AMPS t 29'29'20 1` •12 SALES RECEPTACLE (WINDOW, 2 ; 1200 p ' "_THE: DISPENSER LIGHTING AND COMPUTER LOADS -. 500, 1 00`FR E _ O 2 E 32 32 ' 5 CALCULATED USING THE FOLLOWING DAT a FOR , ;.DRESSER wAYNE 390 ,AND 490 MULTI —GRADE 31 j31 15 T 112 >d'aLx-rN C00LEP, EvAP, FAN s, 'L. LIGHTING 1, .,R':.1 A/DISP ..N 33 -33' •12 • ICE CUBE . 45 18+r E 34 3a COMPUTE AD A/ t1-0, 35 79 + >s. 1371 SPAC�YA' <• 39 SPACI=` r R. EPDWER & 4N�14 2 41 nt t5 1 012 -ICE MERCH { TOTAL CONNECTED LO CALCULATED LOADS EMUS A lQf59 PER CH. OF NE f S v „ ' fi AGENCY APPROVAL CENCY APPROVAL °LlSmply the Georgia ttuli R-sc ^,re.s Comply w'th the 5octh Carolina with f gcl}dings TNe. 8 Chapter h?od,;or 3.dd.n Fa 1945J and adhere to 2, W,cla(Code or fcii ,W;rg criteria: eos;. 1. � _ DCCUP2 :I —.-. —' Dfr Jp,ax10. � rr^ 1 ` Ali. �� of Flo irs d, fkrxs _�! lS' IS V Ind Velocity Fire Rating of p F 7i W, Wells _ --- EIr1, V Floor Load- — - floor - p Approval Date✓90 — Date 7 gpprov2l PTL LNSPECT07ATE, INC. INSPECTORATE, INC. + PTL 5 JiI4 glall 01 1 A A A)J SERVES L L r —3-FEED x 2 -12 1?I/2HIP. TURBINE PUMP (STP-Y) 9 ^ 2 21 1 It/,,HP. TURBINE PUMP MOT 7 TURBINE PUMP MOTOR T P-AA) 'tL ')LER REFRIGERATION PRE SSO P. 23 25�251 t Pr7AT PUMP (C �TOR. COIL RESIN;; Ivt HEAT MIL r1W (SEE NOTE 3) AUXILIARY HEATER 33 I FOR Hy. (SEE*N( I C,')NNECTED III t, UL AT E D LOADS i Alp I (120/2,1 v, PANEL SPACE FOR ',6 'J <t, 2-22" Ali ki 3 P,:Y 76 SID NEUIRA- L A�' A' A lo 1500I CANOPY H I D: LIGHT FIXTURES •10 2120 2! 2 1051) 10 15001 01 1500 C&NOPY H 1 D LIGHT FIXTUREC *,I C) 2 20 41 6 6 1050 450 o 10 10} 10501 :2 L� 131) 2 CAII FASCIA SIGNS 12 111-20 14. 141 16: CANOPY FASCIA SiGNS 012 1 12l SPACE18 r. L'I •SPACE 120! 1100 SPA I :22' iR k '100 , 1074 SPA 24, 26 11014 SPACE 1024 (014 SPACE 30 100 oc> 25i 3:); 32 001 34 00 PNiFL S OR 30, FPii BEAKERS 801 7 ON TYPE 009 USTED INIEPPL)PT)NIS RATING INCLOSURE; 321 X 14W X 6y. ICE A9 A9 L USES SOLID Ni s. NT EOLri N FikAP if St 0.1 1 •12 HALLMA-1- C 78 Q 980VA) q 50 HALLMARK SIGN No 012 1 2021 2 0 120OVA) 1200 F200 LPS SIGN No 2 11112 1 201 4 4 O1 1660 'REMOTE112 AJqR, COMPRE 201 6 6 626 3 ��,26 'SPANNER AND MODE SIGN *10 1 20 10 10 R A N' D 1.1 1 GNI 8415 — SPANNER Ali CIDE Q MCDE Oil 1201 lZI 12 a AND MODE SIGN 1164 2328 1164 SPAN ER 20: 14 14' LIGHTS (1500 VA VA)'.Iki 1500 11500 Y A%X01I 01 "E J SP 2 I Ur S? SPLL SP SPAI_r I W SPAC II 1. SPACE t. 16 SPAC LOAD I KI A y TOi _S21 12 A, 225 A&PQ MIL 0 FACTORY. ASSEVi SLII LUG rVICE EIOtJIi LABEL SIER DISPENSER LIGHTING IF MORE THAN 4-DISPENSER 3 (SWITCHED NEUTRAI-1)"NOTE 1 115 i LINE CONDITIONER No 2 (IF R 71 711511 SPARE I DISPENSER EVLI'-' F_H_UTDCW 91I1511 1-12 LIGHTING COII _rNTACTOPS, 1 ODOR STRIKE "i NJ, 11111 120 1 1 1- 12 1 COUNTER REICEPTACI-ii"bal 13 13 20 1 *12 SALES AREA RECEPTA I I 6L 15 15 21 12 1 UTILITY III RE J(SEE NOTE 17 WALK-IN COOLER DOOR LIGHTS"; CIPWIT-10 IS SPARE IF ARE 120V 1 21 20i 1 !.12 I WALK-IN COOLER' 23123 120 1 12 Sil RECEPTACL; SEE 1. 25 2� 012 1 WATER HEATER;. PACE FOR 7 12 SALES RECEPT T 31 131 1' •12 WAL- K-IN COOLER EVA 33 33 1 -12 IC EVAP. F, T 37 SPAC [ iIV1 39! SPACij 41,41 1151 11 12 ICE TOTAL CONNECTED LOAD CALCULATED LOADS BUS NEC V BUS B I BUS C 114- 'A& ,nu a17 � 1--L 71 7_17 IWO' CAL!f0F.(i - 91748 -;P WORTH A TEXAS • 761 F I - 8 • Pi R E v i � i C Ttii k h.0. ir—i '7�7 a BREAKERS BOLT I TYPE L)L LISTED INTERRUPTING RATING WAYUJOA 14' W 9 6Y,:'D I 6 EOUIPMENT GROILAI BAR f{4&1 Ito it, ft; 00, COMPUTER 2 1I DISPENSER COMPUTERS & LIG 1 2 20 4 4 (SWITCHED NEUTRAL) N 6, CCTV SYSTEM (Fili 8, 8 00 TANK LEVEL M T URE) .10 10 SAI AREA L • TABLE 1) 12 SALES AREA L TABLE .. ...... .. REST I I ROOM LIGH jOl DRINK C11 �l 111 2' :20 mEr--� Un ) ' 24124 nl� 1 W,2II5' 2( 42 ILL I �7 577' l;W TABLE 1 C A I AjL 3 A IM- 3B IV-3C I iO aCfM NU,BEA v - A) (V - A` (V - A) (V - A) 11"! �77�" lo s 0 1083 84C P 2 - P40 960 1040 560 860 102, 860 94D f SWITCHED looll, -C I N P2-I L P2- P2-1 AND P BE CONNECT SAME PHASE. USE ND-FAUL`1-INTEPR'JDJtNC BPEAJi B12OGFI US BR AKERS UL LISTED AS HACR TYPE--, F. 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FABRICt':..N 'TIOr,: OF STRUCT ;)AL STEEL (Ia ', 'B =- ORAL ` -_, _ __, - ��-nr n,F-n RM TO A" r' IFTC`nTTON' AND f _. -. -• -- f:JL�. 6 .. f"i- A:_L U•:'JA yiLd 1 Ut_Z. f'f AiV i.. . TO . .' T!'j[' A51. '? 105. h � �"vF udBrc - -- A S DIA =f F D i� Sr F) ION FOR A M.1, P' EMENT. G. D -'ACK SHA;- = PART , Cl E PAF' AL: DRY AS F: ' H . NO STEEL " RECTED ON _ S l rl T HAS CUREC DAYS; I . ALL' WELD V. '_ r C SHALL CONE ..STM A 5_7, AND SUBSEQUENT S; TON A82. c 4.1 MASONRY A. ALL MATERIAL AND W' - SHALL CONFORM TO ACI SPECIFICATIC.''=S FC` DESIGN AN[' REI- -TON OF IA, UNITS. B . GROUT SH ='.. '._ CONFORM TC {` TO THE UNI;; C. MASONRY UNIT S SHI, CONF C-140, AND ALL MASONF a"S S- L i D _ ;FOUNDATIONS SM-1 FREc � FD FOCI VERTICAL AND F ;. - • uLCH WOULD CAUSE JC=. : .THAN 5/8 .SHALL E?E CONSTRUCTION. j E . SINGLE AND MULTIPLE WY,, C S RJCT C'r.COn ,:JRss ACI-531--79 CH- .6. --------_------- of . y ti , ... . x. ,., F. •. w�?`. ..: , .. is , +. F ::;r. ,: ..y _ ...... _.... a .'>", i\y. 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SCREWS SHALL BE FURNISHED WITH ELECTRODE DEPOSITED CADMIUM C"TIN,,,;pNLESS NOTED OTHERWISE ON PLANS. HEAD TYPONFORM (SAE) J 479 AND ' ANSI ' A . ALL- rur- rig. V '' ShVALL. tit I HLG EA ANDREL. BLIND RIVE f TYPE AND CON, RM TO STAA ARO 14. -IFI B. FINISHES SHALL BE ZINC CADMIUM PLATED OR SS 5TEa .". C. SIZE SHALL BE AS INDICATED ON THE ORAWI . 'PACING tJEA RIVETS `;. USE BASE Q. WALL PANEiI", O/C 512E ,POP 1/8" TOP Q WALL' PANEL O/C' 1/8.' DIA. FASCIA `.B".O/C 1/8"DIA.." FASCIA TRIM S" O/C i/B" -SM. BASE ANGLER` :.° BASE FRAME .... ._' 2 WALL. PANEL, TO;;': $" rj/ - ar ROOF FRAME - FASCIA BRACKET COOLER TO CEILINGr, 0 ,''g" ROOF DECK TO ROOF B" 'FRAME OF DECK TO W rn 4 y+ 1, M1t IT t b y IT Gtf1� » , b ols z "xl.A r. 's r. z. 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' � , � I ,,, , -I , I I I " I I I I I , , " ' "t"; "" �A' �-' "1-1, �' - � 11 I - ' -1 I I I I "'. -"_?!! :�W� � , I � I I , I , _' � '� '�r' '�'� I�� � '*Ii�' ,- � i" � : � � � "% 1�1 11 I I �' � , , " I ; . I I I , t � I iz � , , - I " " 1. , � � I '6 1 t' � I,; , " � I � I , � if7 "���' "' 'e"' --'�' � , f �� J. L 1 1 JLJ l Y V 1-] ." J. V V •. / l/ \ \ WEST tF}D LANE N (OKEECHOBEE ROAD)� DESIGNED BY GBB DATE 4-12-90 DRAWN BY Kimley-Horn and Associates, Inc' SCALE aC��°G�olirr�-DCA BEINDORF DIVISION =20' CHECKED BY My 3885, 20th Street, Vero Beach, Florida 32960 © 1990 relationships since 1967 FIELD BOOK N0253/255 Tel. (407)562-7981 DWG -RSI E.DWG SIM OwNfilwiam CHEVRON ST. LUCIE CROSSROADS DIMENSIONAL SITE PLAN APR 2 5 1990 30080.01 IEET (rA 1 OF 13 CONSULTANTS Site Planning/ Landscape Architecture Urban Resource Group a division of Kimley-Horn and Associates, Inc. 194010th Avenue, Suite B Vero Beach, Florida 32960 407.778.3300 r c) ri Civil Engineering Kimley-Horn and Associates, Inc. Beindorf Division 3885 20th Street Vero Beach, Fl. 32960 407.562.7981 SHEET INDEX CIVIL MECHANICAL ELECTRICAL C-1 Dimensional Site Plan M-1 Dispenser Layouts/Concrete Plans E-1 Electrical Site Plan C - 2 Paving, Grading and Drainage (Chevron Std. Dwg. H001-0O2-0 Revised 3-15-90) (Chevron Std. Dwg. E-01-000-000 Revised 4-12-90) C-3 Paving and Drainage Details M-2 Canopy Elevations/Reflected Ceiling Plan E-2 Work Block Diagram C-4 Utility Plan (Chevron Std. Dwg. H105-A11-0 Revised 3-15-90) (Chevron Std. Dwg. E-02-000-000 Revised 4-12-90) Chevron C-5 Utility Details M-3 Island Marketer Elevations and Color E-3 Electric Riser Diagram (Chevron Std. Dwg. H-130-A20-0 Dated 1-31-90) (Chevron Std. Dwg. E-03-000-033 Revised 4-12-90) C-6 Product Piping Plan M-4 Car Wash Elevations and Sections E-4 Typical Underground Conduit Plan and Conduit Schedule C-7 Utilities Overview (Chevron Std. Dwg. H150-All-1 Revised 4-89) (Chevron Std. Dwg. E-04-001-082 Revised 4-12-90) C-8 Contour Plan M-5 Trash Enclosure Plans and Elevations - Submitted with separate E-5 Dispensers Wiring Schematic C-9 Site Specific' ations (Chevron Std. Dwg. 81-HQ-144-2 Revised 9-30-88) permit application (Chevron Std. Dwg. E-05-001-081 Revised 4-12-90) C-10 Landscape Plan M-6 Tank Slab Section and Details E-6 Point 8 Box Interconnections. Hallmark 21 Canopy C- 1 1 Irrigation Plan (Chevron Std. Dwg. T-03B Dated 10-16-89) (Chevron Std. Dwg. E-06-000-071 Revised 4-12-90) C-12 Landscape Details M-7 Tank and Piping Isometrics E-7 Point 8 Interconnections Diagram (Chevron Std. Dwg, T-01B Dated 4-12-89) (Chevron Std. Dwg. E-07-000-071 Revised 4-12-90) -amoma C-13 Landscape Specifications M-8 Tank Hold-down Installation E-8 Cashiers Control Console (Chevron Std. Dwg. T-04 Dated 10-16-89) (Chevron Std. Dwg. E-08-WO-OW Revised 4-12-90) M-9 Tank Section and Details E-9 Canopy Plan and Sections (Chevron Std. Dwg. T-02 Revised 10-16-89) (Chevron Std. Dwg. E-09-000-023 Revised 4-12-90) M-10 Tank and Piping General Requirements E-10 Canopy Details 1i iio (Chevron Std. Dwg. T-05 Dated 12-07-89) (Chevron Std. Dwg. E-10-000-021 Revised 4-12-90) LOCATION MAP M-11 Underground Tank and Piping Installation -Double Wall FRP E- I 1 Electrical Elevations (Chevron Std. Dwg. T-00 Dated 12-07-89) (Chevron Std. Dwg. E-11-001-021 Revised 4-12-90) M-12 Air\Water and Dispenser Concrete Details at - E-12 Island Marketer Panel Schedules (Chevron Std. Dwg, 11002-0O2-1 Dated 3-1-89) (Chevron Std. Dwg. E-12-001-043 Revised 4 12-90) I' M-13 Sign and Graphic Elevations E-13 Island Marketer Floor Plan ST. LUCIE CROSSROADS p .tt (Chevron Std. Dwg. SR-002-01 Revised 3-4-89) . -�_ M-14 I.D. Sign Subrf fitted with separate (Chevron Std. Dwg. E-13-001-000 Revised 4-12-90) T ` it application E-14 Specifications and Bill of Materials SI — — — (Chevron Std. Dwg. SR-001-01 Revised 4-14- l�n pp ,1 ., t M-15 Placard Mount Hallmark Sign 89) ST. LUCIE COUNTY FLORIDA- (Chevron Std. Dwg. E-14-000-000 Revised 4-12-90) � E-15 Electrical Standard Details (Chevron Std. Dwg. H206-RO1-0 Revised 1-27-88) (Chevron Std. Dwg. E-15-(00-000 Revised 4-12-90) M-16 Illuminated Building Letters E-16 Line Conditioner Transformer and Grounding All (Chevron Std. Dwg. H211-R02-0 Revised 1-27-88) M-17 Level One Spanner (Chevron Std. Dwg. E-16-000-000 Revised 4-12-90) _ r i E-17 Dispenser Cofiguration - Generic Installation (Chevron Std. Dwg. H225-SO1-0 Revised 8-3-88) -_I R (Chevron Std. Dwg. E-17-000-000 Revised 4-12-90) o. M-18 Spanner Sections and Details E-18 Rykco Car Wash Interconection Diagram (Chevron Std. Dwg. H225-S02-0 Revised 9-2-58) (Chevron Std. Dwg. E-18-000-000 Revised 4-12-90) M-19 Construction Specifications E-19 Car Wash Electrical Details and Panel Schedules 95 _ (Chevron Std. Dwg. 81-HQ-226) (Chevron Std. Dwg. E•19 000-000 Revised 5-8-89) M-20 Construction Specifications (E-20 Dual Epos Terminal System Chevron Std. Dwg. 81-HQ-227) (Chevron Std. Dwg, V-20-(00-000 Revised 4-12-90) SLOPE TO EXISTING GRADE 4H:1V MIN. SLOPE FROM TOP OF BERM 1 •19.5 .17.5 .19..3 20 10 0 20 40 63�7,11�li�ly�1�M1 II PARCEL 1 SLOPE TO EXISTING GRADE 4.H:1 V MIN. SLOPE FROM TOP OF BERM i W� 00 1n B7 LO -------------- USE F.D.O.T. DETAILS FOR CONSTRUCTION OF PAVEMENT IN S.R. 70 R/W, END AT PROPERTY LINE -----------`is.o SLOPE TO EXISTING GRADE, I \\ 4H:1V MIN. SLOPE ri FDOT MITERED 1B1 END SECTION L FDOT INDEX 273 -- INV.= 16.4 .18.4 INSTALL 60't/24" STEEL SLEEVE (PLUGGED) PER FPUA STANDARDS, CONST. FOOT TYPE "C" INLET # 3 TOP = 21.3 E. INV. = 18.0 W. INV. = 18.0 • INSTALL C.O. TOP = 24.3 . . 24.00 _0 i.yz 0 24.00 2 4" PVC HOOKUPS � 02.0: MIN. I INSTALL C.O. TOPr- 24.3 24.00 24.0 so ti. Oo . tiR kc ti ISLAND MARKETER "IM-3" FOOD/CONVENIENCE STORE F.F. ELEV.= 24.4 INSTALL C.O. 4, TOP � 24.10 50'f/6" PVC 0 2.0% MIN: 4" PVC H OKI • ' 24. 24.0 01 2 2 ti5' o • 24,15 , ti� I}„ R = 675 00'I .20.2T = 90.54 I L = 180.00' u I O II 1h° Iryh ry0' 11I� I .20.54 11 NNN 5�91 E*21,34 .20.49 O �1 O II I.20.63 .21.41 .21.35 LEGEND EXISTING PAVEMENT, BASE AND DE TO BE REMOVED, SAWCUT A CLEAN VERTICAL EDGEE FOR FOR CONSTRUCTION OF TAPER AND STORAGE LANE. CLEAN FILL AND SOD IS TO BE PLACED IN AREA WHERE PAVEMENT IS TO BE REMOVED AND NO FUTURE PAVING IS PLANNED CONCRETE SLAB ® SIGNAL CONTROL BOX oa SEWER VALVE Q CONC. UTILITY POLE Q WOOD UTILITY POLE ❑ WATER VALVE BOX PROPOSED PAVEMENT GRADE ��� PROPOSED CURB GRADE PROPOSED PAVEMENT GRADE O . .ELEV EXISTING GRADE ------------_� O-- 21' — , . --- a 2`Zyu r -�' y0 T.27 — R1-1� 'c� titi .21.71 rye. Oy O o` \ R3-5 R w , �� / ✓ .zz.'at' *2 a NOTE: CHEVRON "SEDIMENTATION k EROSION CONTROL" EXISTING 4' SHOULDER _ ,--y--r U �—T- d >� THE CONTRACTOR SHALL SOD AND/OR SEED AND MULCH .2z.n 10' ALL DISTURBED AREAS IMMEDIATELY FOLLOWING CONSTRUCTION 180.00 TO EFFECTIVELY MINIMIZE AND CONTROL EROSION. SEDIMENT .zv7s •�99 �— — T� .2219 75' STORAGE INSTALL EXTENSION LINE PER F.D.O.T. INDEX 17346) TANGENT PROTECTION MEASURES, INCLUDING SCREENS SHALL BE WESTBOUND LANE N FOOT TYPE "C` INLET 1 -4 ( IMPLEMENTED IF REQUIRED. 24" WHITE STOP BAR TOPN 2- 1 � J /� I �j � o /� � ]v 0 • 7 D 11- - [20LF] N. W. NV. -- 16.5 t1 �i 1-1 1 V -- , D E. INVIN OKEECHOBEE ROAD) ,8.7 WESTBOUND LANE ^'- EAST NV. IS THE BOTTOM + OF A 2.0' WIDE SLOT z1.37 z1.56— - —y ?� ntna R6-1(R}, EXISTING GRASS MEDIAN \ DESIGNED BY GBB DATE 4-12_90 PROJECT NO. a DRAWN BY Kimley-Horn and Assoc sates, Inc. SCALE CHEVRON 30080.01 ES—DCA BEINDORF DIVISION 1„-20' ST. LUCIE CROSSROADS SHEET C 2 JWY CHECKED BY 3885, 20th Street, Vero Beach, Florida 32960 © 1990 PAVING, GRADING, NO. REVISION DATE BY NO. REVISION DATE BY Buildingclient relationships since 1967 FIELD BOOK N0. P. Tel. (407)562-7981 DWG. NAME AND DRAINAGE PLAN °F 13 P 253/255 XC—RSITE.DWG ` , x , 3., F a #I j. a , c I li DISPENSER 0 a 3/16" STL. CAP WELD & GRIND, SMOOTH PAINT GRAY N WHITE & BLACK °j SCOTCHLITE GRAPHIC STRIPES 0 45' N \ 6 x 6STL. TUBE r` I PAINT GREY 1' 6' 4" GUARDPOST TYP. (SEE CHEVRON SPECIFICATIONS FOR MATERIAL TYPE & INSTALLATION) EDGE OF CONCRETE SLAB (TYP.) NO.I REVISION DATE I BY I NO.I REVISION EXPANSION JOINT 6" CONCRETE (TYP) - PRODUCT PIPING-' DRY PACK • • No. 4 REBAR AROUND INLET (TYP.) CANOPY DRAIN PIPE 6" CURB TO BE MODIFIED TO WRAP AROUND INLET TO A DEPTH EQUAL To CANOPY COLUMN Imo- 4' 5" THE TOP OF THE CONTRACTOR TO MEET STUB OUT OF COLUMN BY BUILDING ERECTOR INSTALL C.O. TOP TO GRADE i 4"x4%4" TEE I \ 4" 90' BEND �4" SCH. 40 PVC 0 2.00% MIN. J\ COLUMN FOOTER SEE FABRICATORS PLANS 1. CONCRETE SURFACES THAT WILL CONTACT GROUT MUST BE ROUGHEND TO A MINIMUM 1/4", THOROUGHLY CLEANED AND SOAKED WITH WATER. 2. ALL PLATES THAT WILL CONTACT GROUT MUST BE CLEAN AND FREE OF OIL, GREASE OR DIRT. 3. THE GROUT MUST BE A MINIMUM OF 1" THICKNESS. 4. GROUTING SHOULD ONLY BE PREFORMED IN AMBIENT TEMPERATURES OF 45' TO 857. TYP, COLUMN BASE DETAIL N. T. S. -'I 3" F' � � 1 LI � (CURB DIMENSIONS) APPLY A COAT OF EPDXY TO PAVEMENT BEFORE CONSTRUCTING CURB STABILIZED SUBGRADE m WITH A 6" APRON FROM of EDGE OF PAVEMENT TO c�i THE EDGE OF THE INLET r w 0 j � 0 1 X ¢ a w D a � ___ OT FDOT T TYPE C. N 6" CONCRETE INLET \ TRANSITION N FDOT TYPE "C" INLET APRON 3' 4" TOP VIEW SECTION VIEW CURB INLET DETAIL N.T.S. 1" TOP COURSE SHALL HAVE AN AGGREGATE TOP SIZE OF 3/8" WITH 50% SAND AND 50% COURSE 2.5" TOTAL AGGREGATE; MINIMUM BITUMEN MADE UP OF CONTENT OF 6.0% TWO LAYERS AS SPECIFIED 1.5" BASE COURSE SHALL HAVE AN AGGREGATE TOP SIZE OF 3/4" WITH 65% COURSE AGGREGATE & A MINIMUM BITUMEN CONTENT OF 4.5% 6" �T CLEAN BACKFILL 6" TYPICAL STEEL FORM f� (� O WITH STEEL ALIGNMENT BOXES "IM-3" 1/2" EXPANSION JOINT BUILDING VARIES v CONCRETE DRIVE SLAB 6x6-10/10 6" LIMEROCK BASE COMPACTED WELDED WIRE MESH (TYP.) No. 4 REBAR �� TO 98% MAX. DENSITY PER / 24' LONG AASHTO TEST T-180 \ \ INSTALLED THROUGH / /� / / /✓ \/\\\� PAVEMENT 3' ? O.C. 12" STABILIZED SUBGRADE COMPACTED TO 98% MAX DENSITY PER AASHTO TEST T-180, MIN 50 P.S.I. F.B.V. EXTRUDED CURB & ASPHALT DETAIL JOINT DETAILS N.T.S. DATE I BY FOR ALL PAVEMENT NOT LOCATED IN F.D.O.T. RIGHT OF WAY N. T. S. fix6-10/10 WELDED WIRE MESH COMPACTED FILL TO 98% AASHTO T-180 TOOLED TO 1/4" RADIUS IF PLASTIC INSERT IS NOT USED JOINT FILLER EXPANSION JOINT NOTE: SEE SHEET M-1 FOR LOCATION OF CONCRETE JOINTS, AND SHEETS M-16 AND M-17 (ITEM 16) FOR CONCRETE, FILLER, INSERT, AND SEALANT SPECIFICATIONS. Building client relationships since 1967 DESIGNED BY GBB DRAWN BY O—DCA CHECKED BY JWY FIELD BOOK NO. LAIJ11I4V L✓ VI I nv\ lVILIV OF OKEECHOBEE ROAD 6" CURB 1 PROPOSED — — — — — — — — — — / EXISTING / 100. 0' 80.0' 20.0' SECTION C-C N.T.S. 24.0 22.0 20.0 18.0 16.0 14.0 DETAILS FOR' F. D.O.T. RZW 3" TYPE S-1 SURFACE COURSE AND 5/8" FC-2 FRICTION COURSE. 32' 16' 16 1 �I 6" 6" 6" 2% 2_y 6" ;C3.�._. n,.0".Yi..�.1�, •,;,!'(.� ,�. vT .�i..o;i("J,O_ ,r-4 0 8.5" CEMENTED COQUINA I SHELLROCK BASE, 12" COMPACTED SUBGRADE (98% AASHTO T-180) DOUBLE COURSE, PRIMED, COMPACTED (98% AASHTO T-180) SECTION B-B SAWCUT AND REMOVE EXISTING PAVEMENT & BASE MATERIAL IN THE AREA HATCHED, UP TO AND INCLUDING REMOVAL OF IHE EXISTING EDGE STRIPE, EXISTING SLOPE VARIES TO EXPOSE A CLEAN VERTICAL EDGE. CROSS SLOPE OF TURN LANE TO MATCH CROSS SLOPE OF EXISTING PAVEMENT 3" TYPE S-1 SURFACE 1.5" TYPE S-1 COURSE AND 5/8" FC-2 SURFACE COURSE FRICTION COURSE. + 5/8" FC-2 MATCH EXISTING pgVEp PAVEMENT 12' 3% MAX. SLOPE I- RIGHT TURN LANE 4' SHOULDER 4' I VARIES r37 8.5" CEMENTED COQUINA 6" CEMENTED COQUINA SHELLROCK BASE, SHELLROCK BASE, DOUBLE COURSE, PRIMED, DOUBLE COURSE, PRIMED, COMPACTED COMPACTED (98% AASHTO T-180) (98% AASHTO T-180) 12" COMPACTED SUBGRADE (98% AASHTO T-180) SECTION A -A MAINTAIN 54" MIN. COVER 8, FROM TOP OF SLEEVE �i PLUG ENDS INSTALL 60't/24" 0.312 GAUGE, GRADE B STEEL CASING PIPE VIEW OF STEEL SLEEVE N.T.S. TYPE "C" INLET 1/2 OF 24" CMP BOLTED TO INLET 20.5'Ajj�— / TO ACT AS A BAFFLE GRAVEL ------- — 18.9' m 18.0' 4" BLEEDER HOLE 15" RCP FILTER CLOTH -� MODIFIED TYPE "C" DITCH INLET + CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ENGINEERS APPROVAL PRIOR TO INSTALLATION. N.T.S. Kimley-Horn and Associates, Inc. SCALE3-19-90 BEINDORF DIVISION AS NOTED 3885, 20th Street, Vero Beach, Florida 32960 ©1990 Tel. (407)562-7981 °W c bETE.DWG CHEVRON ST. LUCIE CROSSROADS PAVING & DRAINAGE DETAILS 15" RCP 30080.01 IEET C 3 OF 13 20 10 0 20 SCALE IN FEET --------------------------- 40 V i INSTALL 56't 4" SCH 40 PVC 0 1% SLOPE INSTALL TRANSITION MANHOLE 00, ii TOP=19.95 E. INV.=15.20 ; S. NV.=17.20 �A / N. INV. 1 7 20 1 i /------------- , / CONCRETE CURB DURO AIR/WATER UNIT 962-12 p \ 1 \\aY= _ y1 OVA S---r-- A1l�]WA7ER Cl VAC \\ // INSTALL 1R" 9400 q p AIR LINE RIM=22.30 INSTALL 2 10'x7RIM=22.46 p INSTALL 56't 4" SCH t- RECLAIMING TANKS II 40 PVC 0 1.9% SLOPE ill BOTTOM=15.73 INV.=19.65 SCH INSTALL 52't 4" NSTALL 164't 4" SC II 40 PVC 0 1.75% SLOPE INV.=19.40 40 PVC 0 0.7% SLOP j �� • ' I I 1 i INSTALL C.O. 1� INV.=19.90 INSTALL C.O. INSTALL C.O. TOP=22.13 ao� h °,�- -'-------\ TOP=22.56 TOP=22.69 INV.=20.04 U T �I INV.=18.34 II i II -1 H-{�- ---- -aa�1� INV.=19.37 INSTALL 3/4" p I --------------- COPPER WATER LINE----------------- -____ __________/ II I •• p n1 1 r� ___________________________ �1 I PA - ----------- INSTALL 90't 4" SCH II N I INV.=20.8 ep yu °p ;v 0 PVC 0 1.5% SLOPE i. i — i" � ----oar----i SEE CAR WASH DETAIL p p 4 INSTALL 2" SCH 40 - II II FOR LOCATION OF LINES pl p p , PVC RECLAIMER LINE 0 9p I/� II INSTALL i" j INSTALL 53't 4" SCH j I II II II p 1 GV AND 3/4" 40 PVC 0 1% SLOPE p HOSE BIB IN 2'x2' HOSE STORAGE BOX INV.=20.0 I I INV.-19.55 I II I �----�a------------- ---- or-- -T INSTALL GREASE TRAP I I RIM= 24.00 ^VI OPEN/RETENTION ;1 INSTALL 1" I INS -----------------'L---- I II n COPPER WATER LINE NSTALL C.O. INSTALL 3/4" / AREA NTALL C.O. \ I I� TOP=24.50 INSTALL C.O. INSTALL C.O. GV AND BOX `I INSTALL 3/4" GV INV.=20.60 TOP=23.72 TOP=24.50 I INV•-19.61 I \\\ II " HOSE BIB IV.-20.26 INV.=19.83AND 3/4=\ I N ICI IN 2'x2' HOSE a STORAGE BOX INSTALL 14't 4" SCH II C 0iI 40 PVC 0 1% SLOPE o 1 II II 19NSTALL .7 I GV AND BOX ICI i i � INV.=p i / II SEE BLD. PLANS ISLAND MARKETER "IM-3" i FOOD/CONVENIENCE STORE I II II U ASPHALT I I I o u f� PAVEMENT i 1-1/2" TO 3/4" REDUCER i ii INSTALL 45't 4" SCH i// L__====yam s"`=`= 40 PVC 0 1% SLOPE �.�1 -----t 1 1 < i INSTALL GV 1- II INSTALL 1-1/2" INSTALL 7'f 4" SCH I O II II ii 40 PVC 0 1% SLOPE COPPER WATER LINE INSTALL C.O. .'/ INOSPTPLL 1" II 4.2 INSTALL 3/4" CINV.=19.885 II II LEGEN ER WATER LINE h ` COPPER WATER LINE __-- 1 II II -----____= f -1a------------------ar----� I INSTALL 2-WAY C.O. I O O I I II TOP=24.25 L____J^__________________^L____J �I I I � II II I ® 2'x2' HOSE BOX W/GATE VALVE I I // I INV.=20.08 j INSTALL 1-1/2" COPPER WATER LINE --------------------------- i / 1 1-1/2" WATER METER CONCRETE CURB INSTALLED BY FPUA / ,;:___------------------------------------------------------ ---------------------------------\------- ------------------------------- n ---------------------------------------------------------------------------------------------- — -- 3/4" WATER METER FOR IRRIGATION ONLY INSTALLED BY FPUA 35' ID/PRICE SIGN I I INSTALL 60't /24" STEEL SLEEVE l BRICK AND MORTAR ENDS SHUT I PER FPUA STANDARDS I \/ \ EXISTING EDGE OF PAVEMENT / ______________________________-_ / a. _ ---------------- __________________________________________________________________ _ L -- STATE ROAD NO. 70 (OKEECHOIBEE ROAD) KimleyHIM orn N0. REVISION z' DATE BY N0. REVISION DATE BY Building client relationships since 1967 v rc r w DESIGNED BY GBB DRAWN BY WES, MJA / DCA CHECKED BY JWY FIELD BOOK NO. P. 253/255 Kimley-Horn and Associates, Inc. BEINDORF DIVISION 3885, 20th Street, Vero Beach, Florida 32960 Tel. (407)562-7981 "— 3-19-90 CHEVRON ALE1"-20, ST. LUCIE CROSSROADS ©1990 ,G. NAME UTILITY PLAN XC—UTILDWG a . TRENCH DRAIN 1" COPPER WATERLINE (UNDERGROUND) TO RECLAIMER UNIT DOUBLECHECK BACKFLOW PREVENTER BY HERSEY, REBCO, OR EQUAL 2.00' 0 M � • d GONG. SLAB TO MEET ASPHALT GRADE — 17.25' PREFABRICATED BUILDING PLANS BY OTHERS r— CONTRACTION JOINT(TYP.) ? GUARD POST CAR WASH TUNNEL 1" PVC DUMP LINE 17.25' 1 0 \ \ SAND TRAP 4" LINE TO EXT. TANK #1 I l AT 185 P.S.I. NO 1/4" OPENINGS TO PE 45' PRESSURE GAUGE �' FROM FRONT OF RECEIVER.' O �!� 13.61' 5.50' a C G� °�° 1/2 EXPANSION JOINT AROUND SAND TRAP W/SEALANT r 1/2" DRAIN LINE (UNDERGROUND) 5.00' ;n T 2 - 1/2" COPPER AIR LINE TO WASH BAY (UNDERGROUND) n AIR COMPRESSOR L Mi PLANTER UTILITY ROOM STORAGE ROOM 5.50' AREA ° 3" FLOOR DRAIN a 5.00' n N b PLANTER AREA a o Ir ® 1 WATER HOSE BOX AND GATE VALVE T lV RECLAIMER BY OTHERS RECLAIMER BY OTHERS 6' 4' — �— 3' - PUNIONS1 , 2' 1" COPPER WATER SUPPLY J 1" SCH 40 PVC DUMP LINE TO SAND TRAP 2" SCH 40 PVC RECLAIMER LINE FROM EXT. TANK OO ELEVATION CAR WASH BAY NTS imi 3.00- NO. 2 HOOK BAR (TYP.) (WELD TO ANGLE) CKD. PLATE STEEL COVER, 1/4" NON SKID �- 1.42' 1"x1"x3/16" ANGLE (TYP.) --� 4" PVC TO EXT. TANK 1 4" TEE W/C.O. MESH SCREEN AT INLET KEY W/WATER BARRIER (TYP.) - NO.I REVISION .50' (TYP.) .45' 2 INSPECTION OPENINGS 1�a,GLOBS VALVE RISER AND GLOBE tt- GLOBE VALVES •f= VALVE, CRANE 212-P OR LUNKENHEIMER FIG. 73-P. G MANIFOLD VALVES: MAKE ACCESSIBLE FROM TO BE CRANE #7 WITH FRONT OF RECEIVER. #6 DISCS. SIZE AS SHOWN. J FASTEN TO WALL OR PLANTER AREA TOP ELEVATION PIPE SUPPORT BRACKET „ * TO BE DETERMINED BY CHEVRON REP. 14' DRAIN LINE SEE FLOOR PLAN. h" OPENING \ lh- AIR TO CAR WASH —'h" CONCRETE ANCHOR OR EXPANSION BOLT 0 EA. SUPPORT 1h" AIR TO OPTIONAL 6.38' AIR & WATER UNIT NOTES: 1. MAINTAIN 4Y4" MINIMUM CLEARANCE BETWEEN BOTTOM OF TANK AND FLOOR. 2. CHEVRON TO FURNISH AIR COMPRESSOR, AIR RECEIVER, 2 SAFETY VALVES (70p SAFETY VALVE ON INTERCOOLER BETWEEN FIRST AND SECOND STAGES OF 812' COMPRESSOR), PRESSURE GAUGE. PRESSURE SWITCH, CHECK VALVE AND BELT GUARD 3. BLOW DIRT OUT OF AIR SUPPLY LINES AND TEST LINES BEFORE CONNECTING TO THE CONTROL VALVES. 1/2" COPPER AIR LINE CONCRETE CURB TO AIR/WATER UNIT 4. AIR LINES SHOWN FROM MANIFOLD ARE TYPICAL. MANIFOLD AND PIPING (UNDERGROUND) BY GENERAL CONTRACTOR. 2" SCH 40 PVC RECLAIMER LINE (UNDERGROUND) I `I CAR WASH PLAN VIEW AIR PIPING AND AIR COMP. INSTALLATION 1"=5' PLUMBING NOTES: 3' f 1. NO JOINTS IN COPPER PIPING BELOW CONCRETE SLAB. 5 HP AIR COMP. 2. INSTALL A POLYETHYLENE INSULATING SLEEVE FOR ALL F COPPER LINES WHERE PIPING PROJECTS THROUGH THREADED FERRULE & COUNTER SUNK ` CONCRETE FLOOR SLAB. BRASS SCREW PLUG. FERRULE TO BE FLUSH WITH CONCRETE PAD. -� T I ACCORDANCE 3. ALL PLUMBING SHALL BE INSTALLED N AC RDAN E 2'-6" SO WITH ALL NATIONAL, STATE AND LOCAL CODES. 3" GRADE AIR MANIFOLD 1' 4. FLOOR DRAIN TO BE 3" JOSAM //30000A WITH 5" 6" BRONZE STRAINER AND 3" IRON PIPE "P" TRAP.C-r . .. . I . 8' 5. INSTALLER OF RECLAIMER UNIT TO INSTALL UNIONS BETWEEN RECLAIMER UNIT AND ALL WATER SUPPLY, RECLAIM LINE AND DUMP LINE PIPING.' \ ` 1/2" COPPER AIR LINE TO AIR/WATER UNIT 6. ALL PLUMBING EXTENDING UP THROUGH CAR WASH BAY ' FLOOR SHALL HAVE A MINIMUM 1-1/2" CLEARANCE 45' 4" PVC BEND 1/2" COPPER AIR LINE TO CAR WASH EQUIPMENT FROM BAY WALL, AND NO PIPE SURFACE SHALL EXTEND MORE THAN 4-1/2" FROM BAY WALL. 1/2" SCH 40 PCV DRAIN LINE TO SAND TRAP O ELEVATION UTILITY ROOM NTS [— 2.25' --1 h-- 3.00' " (2) U.S. FOUNDARY NO. 6250 GRATES OR EQUIV. 3.58' 2"x2"x3/16" ANGLE (TYP.) B _ 1/2" DRAIN LINE FROM AIR COMP. 1" LINE FROM RECLAIMER 3" DRAIN LINE FROM UTILITY ROOM 6" DIA. WEIR tO / 6.50' t SAND TRAP MEASURES 3'x6.5' WITH 6" WALLS AND A 8" FLOOR 4" LINE TO EXT. TANK AND WEIR HOLE TO BE CENTERED IN TRAP SAND TRAP SECTION N.T.S. DATE I BY I NO.1 REVISION NO. 5 0 9" O.C. 4%4%4' PVC WYE 4" PVC PLUG 4" PVC I, TERMINAL CLEAN 0 U T DETAIL N.T.S. AIN LINE FROM UTILITY ROOM 1/2" DRAIN LINE FROM AIR COMP. IE FROM RECLAIMER ADJUSTMENT BRICKS U.S. FOUNDARY NO. 425 MANHOLE Cj z ADJUSTMENT RINGS SOIL COMPACTED TO 98% FRAME AND COVER OR EQUIV. c0i (TYP- MAX. DENSITY AASHTO T-180 TO BE SET AT SLAB GRADE. (TYP.) i.r.r.r.r. 'r. 'r. 'r. 'r. 'r.r. 'i. ' 'r. 'r. ' 'i. ' 'i.r.r.r. 'r. 'r. 'r. 'r. 'i. 'i. 'r. �r. �r. 'r. 'r. 'r. 'r. 'r. 'r. 'i. 'r. 'r. 'i. 'r. 'r. �r.r.r.r. 'r. �i. L- 10, _I EXTERIOR TANK COVER KimleyHorn DATE I BY I Building client relationships since 1967 IED BY GBB BY O-DCA ED BY JWY BOOK NO. NO. 6 0 8" O.C. r 4" SCH 40 CONNECTION TO SEWER SYSTEM PIPE HANGER ATTACHED.1 TO INSIDE OF MANWAY 2" PVC TO RECLAIMER SPRING LOADED SOFT m SEATED FOOT VALVE W/STRAINER (GRANGER n OR EQUIV.) EXTERIOR TANK NO. 2 r 4"(TYP.) ham— 2' t 4"x4"x4" TEE (TYP.) °p ~— W/4" PLUG (TYP.) �(Typ" X 1n 4 a N EXTERIOR TANK NO. 1 9' 1' 10' NO. 6 0 8" O.C. NO. 5012"O.C. EXTERIOR TANK SECTION N.T.S. EXTERIOR TANK NO. 2 IS THE SAME AS EXTERIOR TANK NO. 1 (EXCEPT AS NOTED) Kimley-Horn and Associates, Inc. BEINDORF DIVISION 3885, 20th Street, Vero Beach, Florida 32960 P. Tel. (407)562-7981 "` 3-19-90 :ALE AS NOTED © 1990 VG. NAME XC-DET2.DWG CHEVRON ST. LUCIE CROSSROADS UTILITY DETAILS W 4" SCH 40 FROM INT. SAND TRAP 30080.01 IEET C — 5 OF 13 20 10 0 20 40 SCALE IN FEET PARCEL 1 _______________ ------------ ,t:, tl r I • A A 1 PARCEL 4 A� I -------------------------------- - u io � n u1 I VENT RISERw � OPEN/RETENTION s ---------------------- r ii 1 i r ,11 � 11 I tit I I I I I I I I I 1 I 1 NO.REVISION DATE IBYI NO.REVISION E v>x titi� III CONCRETE CURB — i III I I III I I II �' II III I ry II rr I I I I I 1 111 now 1�1 III —_______________` I (3) 12,000 GALLON Ip rrJ ,� I F- - -----UNLEAED_�$2_� UNDERGROUND GASOLINE STORAGE TANKS UNLEAED 1 a e 7;m i llll i PREMIUM a fm Ills { UNLEADED-2azL� 1 A y=1' A 111 i L----- ____________ A i A A Il e 1-J, ASPHALT PAVEMENT CONCRETE CURB rL0 VA ---i---CTAIR]WATER--di VAC II 1 -------------- I— O r Q J (A n :D J a o0 J U :2WLJ a-rrs=r-----------------� ,I- H d» 1 I I I -fie 1 ----- --- ar----i L_ I I _1°_ _____________ ___________ I I _J I I I I L_ I I I I I t I I I I I I I I I I I I I I L_ I I I I -Jo -_ --------- ___ _=L---- J ____ _____________ I I I I i I I I I I I I I I I I I ---1 n nl I I 1 1 Y 1 ISLAND MARKETER "IM-3" e FOOD/CONVENIENCE STORE p I I Y II I I I I 1 i 1 I I I I I I I _—--------- _ram I I I I I I I I I I I I I I I I I I I I I I -�o--- ------ ----er----i L_ _ _vL---- J I I I I l--------------------------- I I ---- -- -- ----- ----- . n I STATE ROAD NO. 70 (OKEECHOBEE ROAD) KimleyHorn DATE I BY Building client relationships since 1967 N WES, MJA / DCA JWY 40253/255 Kimley-Horn and Associates, Inc. SCaLE3-19�� CHEVRON� BEINDORF DIVISION 1tltl-20' ST. LUCIE CROSSROADS 3885, 20th Street, Vero Beach, Florida 32960 ©isso PRODUCT PIPING PLAN Tel. (407)562-7981 °W c UAMEDWc stt kY 4* MN" EXISTING 4' WESTBOUND LANE STATE R OA D ]� rRO . /0 WESTBOUND LANE (OKEECHOBEE �� " �A�� R6-1(R}, NO.I REVISION IDATE I BYI NO.I REVISION DATE BY Building client relationships since 1967 LV VIGBB BY l'.imley-Horn and Associates, Inc. ED BY M-DCA BEINDORF DIVISION My 3885, 20th Street, Vero Beach, Florida 32960 BOOK N0. P. 253/255 Tel. (407)562-7981 J I 3, I I i r�' A .III E" .fi - 4-12-90 CHEVRON 0ALE1"-20' ST. LUCIE CROSSROADS © 1990 ..r WG. NAME CONTOUR PLAN XC-RSITE.DWG 30080.01 IEET 8 OF 13 1.00 GENERAL - The Contractor shall furnish all necessary materials (new), equipment, machinery, tools, means of transportation and labor necessary to complete the work as specified below In full and complete accordance with the shown, described, and reasonably intended requirements of these plans and specifications and all State and local requirements. 1.01 OTHER UTILITIES - The contractor shall contract Ft. Pierce Utilities Authority, Southern Bell Telephone Company, and any other applicable utilities for locations of existing wires. 1.02 WARRANTY - The Contractor shall guarantee all work and materials for a period of one year from the date of project acceptance, during which period all faulty construction and/or materials shall be corrected at the Contractors expense. 1.03 STAKING - The Engineer shall locate the property corners. The Contractor shall perform all staking as necessary to perform his work. 1.04 OFF -SITE LATERAL - The off -site sewer lateral shall be installed by Ft. Pierce Utility Authority to the elevations shown on the plans. Ft. Pierce Utility Authority shall obtain the roadcut permit. The Contractor shall Install the on -site transition man hole. 2.00 PIPE MATERIALS - Materials used for water and sewer pipe shall conform to the following: 2.01 PIPE MATERIALS - (Air and Water PIpLa) A. Copper tubing (ASTM-8-88) Type K soft temper, 250 psi me, shall be used for all air and water piping. B. Fittings shall be copper Type K solder fittings, and shall be installed with silver solder. C. No joints allowed in copper piping below slabs. D. Brass nipples shall be used at fixtures. E. Bending of pipes is permissible to change direction in lieu of fittings. Bends shall be made so that the pipe will not be Injured and that the Internal diameter will not be effectively reduced. The radius of the bend shall be a minimum of 10 pipe diameters. pr 2.02 GRAVITY SEWER PIPE AND FITTINGS A. Gravity sewer lines and laterals shall be extra strength schedule 40 polyvinyl chloride pipe and shall conform to ASTM D 1785 and D 2241, latest revisions. B. Fittings Installed in polyvinyl chloride pipe shall conform to ASTM D 2466, latest revision. C. In addition to the requirements of ASTM specifications, the pipe shall not be out -of -round or crooked in alignment as determined by the Engineer. D. Polyvinyl chloride pipe shall be a maximum of 20 feet long and furnished by JM, or equal. E. Material shall meet or exceed the requirements of ASTM Designation 1784, Type 1, Grade 1 (12454-8). All PVC materials shall be stored �o6q,. In accordance with the manufacturer's specifications (not In direct sunlight). PVC pipe and fittings which show signs of ultra -violet degradation will be considered substandard and unfit for use. F. All wyes, fittings, and laterals shall be manufactured by JM, or equal. No saddles will be allowed. Adapters shall be suitable to the JM materials. G. Two inch wide detection tape shall be spiral wrapped or affixed to the top of the pipe. Tape shall have the word "sewer" in 3/4 inch ' high letters appearing one or more times every 21 inches. x' H. The pipe shall be white or green In color. I .. Connections to manholes and tanks shall be made with asbestos -cement couplings or rubber boots with stainless steel straps. r 2.03 DRAIN LINES IN CAR WASH A. Drain line pipe shall be polyvinyl chloride (PVC) schedule 40 and shall conform to ASTM D 1785 NSF DWV, latest revision. PVC pipe shall be made from class 12454-A or class 12454-B material. B. Polyvinyl chloride pipe shall be furnished by JM Manufacturing Co. or equal 2.04 PIPE JOINT SEALS A. Joint seals In polyvinyl chloride pipe and fittings shall comply with ASTM Designation D3212. B. The joint shall remain sealed by its own compression strength and adhesives shall not be necessary to weld or fuse the gaskets together. C. The compressive stress which is developed In the gasket material shall be as high as Is permitted by the strength of the bell in ring tension, with due regard to factor of safety, and this stress shall be at Its maximum value when the joint Is completely assembled. 3.00 VALVES AND APPURTENANCES (GENERAL) A. All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished. They shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. B. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. NO.1 REVISION (DATE I BYI NO.I REVISION 3.01 GATE VALVES A. All buried gate valves shall meet the requirements of AWWA C509. Valves shall be rated for 150 psi working pressure and a minimum 300 psi test pressure. Valves shall be bronze with non -rising stems and operating nuts. B. Gate valves shall be Hammond IB 609 or equal. C. All valves in hose boxes shall conform to the above specifications except they shall be furnished with hand wheels. d. Two valve wrenches shall be delivered to the owner before acceptance of the project. 3.02 VALVE BOXES A. All buried valves shall have cast iron two or three piece traffic bearing valve boxes with cast iron covers. Valve boxes shall be provided with suitable heavy bonnets and shall extend to the finished grade surface as directed by the Engineer. The barrel shall be one or two-piece, screw type, having 5-1/4 inch shaft. Covers shall have "WATER" cast into the top for all water lines. All valves shall have actuator nuts extended to within six inches of the top of valve box cover. B. Valve boxes shall be set to grade and placed in a 36" x 36" concrete pad, minimum 6" thick in paved areas. The pad shall be reinforced by a #3 bar running continually around the slab. 3.03 BACKFLOW PREVENTORS - Backflow Preventors 1" and smaller shall be the double check type and shall be as manufactured by Hersey, Rebco or equal. 3.04 HOSE BOXES A. Hose boxes shall be series 700 sectional meter vaults, category 722, by Brooks Products, Inc. or equal with two vaults stacked and bolted together producing a finished depth of 28 7/8". Inside dimensions shall be 21 1/2" x 21 1/2" or greater. B. Minimum 28 day concrete compressive strength is 3,000 psi. C. The top of the pipe shall be 24" below the top of the box. D. Gravel bedding shall be placed from the bottom of the box to the center line of the pipe. E. The hose box cover shall not have a reading lid. 4.00 INSTALLATION - All phases of installation, including unloading, trenching, laying and backfilling, shall be done in a first class workmanlike manner and in accordance with the Plans and Specifications, all manufacturer's recommendations, and the latest AWWA Standards C600. All utility construction and materials shall be in accordance with Ft. Pierce Utility Authority Standards. The Contractor shall obtain a copy of these standards and shall keep them on the site at all times. All gravity sewer service installation procedures shall be in accordance with the pipe manufacturer's recommendations and approved by the Engineer. 4.01 CLEARING AND GRUBBING - Any required clearing and grubbing of vegetation shall be done by the Owner. Trees are not to be removed without permission from the Owner. 4.02 UNLOADING - All pipe and fittings shall be carefully and stored following manufacturer's recommendations. Any pipe or fitting which is damaged or which has flaws or imperfections which, in the opinion of the Engineer, renders it unfit for use, shall not be used. Pipe which is cracked or broken in handling or assembly shall not be used. Any pipe not satisfactory for use shall be clearly marked and immediately removed from the job site, and shall be replaced at the Contractors expense. 4.03 TRENCHING - Trench width shall be kept to the minimum necessary for Installation of the pipe. Rock, boulders, or other hard, lumpy or unyielding materials in the trench shall be removed to a depth of at least 12 inches below the bottom of the pipe. Muck or other material that is considered unsuitable by the Engineer shall be removed as directed by the Engineer. All unsuitable material removed a i g v d and suitable material backfilled and compacted shall be paid for on an hourly basis using agreed upon hourly rates for equipment, material, and labor. Unsuitable material is to be disposed of as directed by the Engineer. 4.04 PIPE LAYING - The laying of the pipe shall be done In a continuous workmanlike manner and shall conform to the latest AWWA Standard C600 and the manufacturers recommendations. A. The interior of all water and air piping shall be clean and joint surfaces wiped clean and dry after the pipe has been lowered into the trench. Pipe shall be laid on the line which is true and which conforms to the Plans. Valves shall be plumb and located according to the Plans. Minimum cover for all horizontal runs of potable water pipe shall be 30" in pavement areas and 12" in concrete slab areas. Deflection of pipe joints and curvature of pipe shall not exceed the manufacturers specification. Securely close all open ends of pipe and fittings with a water tight plug when work is not in progress. Surfaces to be soldered shall be cleaned bright, all burrs shall be removed, and the tubing shall be returned to full bore. All copper piping projecting through concrete slabs shall be sleeved with polyethylene. B. The laying of sewer gravity pipe shall commence at the lowest point of the system with the spigot end pointing in the direction of the flow. Any changes in starting point shall be approved by the Engineer. The minimum cover shall be the some as for water. Gravity sewer shall be installed to the elevations and grades shown on the Plans. Gravity sewer pipe shall be set firmly on the compacted trench bottom to the exact line and grade using laser beam equipment furnished by the Contractor. Any pipe not laid In true alignment or which settles after laying will be taken up and re-laid at no cost to the Owner. Prior to putting joints together, they shall be wiped clean and dry and coated with a suitable lubricant. Trenches may be backfilled as soon as the pipe is laid and the Engineer has given his approval. The Contractor shall not permit the water to rise in the unbackfilled trench after the pipe has been placed. securely close all open ends of pipe and fittings when work is not in progress. DATE BY Building client relationships since 1967 C. A minimum of 12" vertical separation between water and sanitary sewer lines shall be maintained. Where this is not possible, the sewer line shall be encased as per Ft. Pierce Utility Authority Standards. A minimum 6" separation shall be provided between water lines and other utilities. Concrete for encasement shall be a minimum of 2500 psi at 28 days. In lieu of concrete encasement, the sewer line may be replaced by 20 feet of ductile iron pipe. D. Minimum cover for air lines shall be the same as water lines. 4.05 WELLPOINTING - Construction shall be accomplished In a dry trench. Wellpointing will be required as necessary. The Contractor shall not use sewer or water line construction as a drain for the trench while progressing with the pipe laying. It will be necessary for the Contractor to keep the trench free of water until the pipe is bedded and held in alignment with backfill. Upon completion of the construction, the wellpoint holes shall be filled with grout. 4.06 SHEETING - Sheeting and shoring shall be Installed as may be necessary for the protection of the work, preservation of adjacent property and structures, and the safety of employees. 4.07 BACKFILL AND COMPACTION - Only select materials for pipe backfill consisting of sand or incompressible materials free from large clods, stones, "hardpan", roots, broken masonry, or other unsuitable materials which might damage the pipe or street section, shall be used. Backfll shall be placed in the trench in 12 inch maximum lifts and compacted to a minimum of 98% of maximum density under or within five (5) feet of paved areas or buildings and 95% of maximum density in other areas in accordance with AASHTO T-180 and ASTM D-1557. Backfill for all water and Irrigation pipe trenches must be compacted by hand tamping to the centerline,under the pipe. Compaction above sewer pipes shall be accomplished by meas of a trench or vibra-tamper or other means approved by the Engineer. Back fill shall be compacted along the sides of the sewer pipe with a haunch tamper. 4.08 MANHOLES AND CLEANOUTS - Manholes and cleanouts shall be installed in such a way that they may be adjusted to meet the finished paving grades, and it shall be the Sewer Contractor's responsibility to adjust and re -grout the frame, if necessary, to meet the finished paving grade. The Sewer Contractor shall include the cost of one adjustment for each manhole and cleanout in his bid. 5.00 TESTING AND DISINFECTIONS OF SITE WATER, SEWER AND AIR LINES - Water, sewer and air lines shall be tested in accordance with the following: 5.01 TESTING OF POTABLE WATER LINES A. Hydrostatic pressure and leakage tests shall conform with Section 4 of the latest edition of AWWA C-600 Specification with the exception that the Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. Engineer shall be present during all testing and final inspections. B. The pressure required for the field hydrostatic pressure test shall be 50 percent above the normal working pressure but not less than 150 psi. The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure. Corporation cocks at least 3/4 inches in diameter and pipe riser and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line. Duration of pressure test shall be at least 2 hours. The cost of these Items shall be included as a part of testing. C. The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than two hours duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines which fail to meet tests shall be repaired and retested as necessary until test requirements are complied with. Defective materials, pipes, valves and accessories shall be removed and replaced. The pipe lines shall be tested in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required. The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure. The amount of water required is a measure of the leakage. D. The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean prior to final acceptance. E. The Engineer or the Engineer' representative must be present during testing. 5.02 DISINFECTING POTABLE WATER PIPELINES A. Before being placed in service, all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-601. "Standard Procedure for Disinfecting Water Mains." The procedure shall be approved by the Engineer. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor as required. B. The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines, and then introduce chlorine in approved dosages in accordance with Table 12-1 through a tap at one end, while water is being withdrawn at the other end of the line. The chlorine solution shall remain in the pipeline for no less than 24 hours. TABLE 5-1 Chlorine Required to Produce 25-mg/L Concentration in 100 ft. of Pipe by Diameter Pipe 100-percent 1-percent Diameter Chlorine Chlorine Solution in lb gal 1/2 0.00020 0.0025 3/4 0.00045 0.0056 1 0.00081 0.010 1-1/2 0.0018 0.023 2 0.0033 0.040 SIGNED BY GBB AWN BY WO-DCA ECKED BY JWY LID BOOK NO. P. w ��e" :t s: "r C. Following the chlorination period, all treated water shall be flushed from the lines at their extremities and replaced with water from the 7.00 RECORD DRAWINGS - The Contractor shall maintain an accurate, distribution system. detailed set of plans marking the actual locations of all mains, laterals, services, valves, and fittings, referenced to easily identifiable, D. The Contractor shall make all arrangements necessary with an permanent (not trees, etc.) locations, with two or more ties per item Independent commercial laboratory approved by the Department of located. Actual offset distances from either right-of-way lines, edge of Health and Rehabilitative Services (HRS) for the examination of pavement, or centerline of road to centerline of main shall be measured a samples of water from disinfected water mains. Bacteriological minimum of every 50 feet, and at radical departures from the typical line sampling and analysis of the replacement water shall then be made in locations as shown on the Plans. The length of all mains, the depth to full accordance with the AWWA Manual C-601 and submitted to the sewer line fittings, and any cleanout and manhole inverts shall be marked Engineer for approval. The Contractor will be required to on the Plans. These drawings shall be furnished to the Engineer prior to re -chlorinate, if necessary. final payment. In addition to the Contractor's Drawings, the Engineer will make surveys as necessary to locate the water and sewer systems. E. Sampling shall be made daily and continuously until two successive Backfilling of these systems is not to take place until Engineer has examinations are found satisfactory. Should three examinations be located systems as Installed. If systems are backfilled before Engineer found unsatisfactory, the line shall be flushed and disinfected has located them, system will be exposed at Contractor's expense until again. Certified copies of all laboratory analyses shall be provided Engineer has located system. The Engineer shall supply the Owner with to the Owner. The cost of all sampling, flushing, and disinfecting Record Drawings. shall be Included in the contract price and no additional charge shall be made to the Owner for this work. The line shall not be placed in service until approved by the Engineer. 5.03 A. Leakage tests by exfiltration or Infiltration, as described below, will be made on all pipe. The Engineer shall have the option of determining which test shall be employed. Generally, if the groundwater table is below the bottom of the pipe and exfiltration test shall be used. B. Exfiltration tests will be made on the pipe before or after backfilling at the discretion of the Engineer. The length of the sewer to be tested shall be such that the head over the crown of the upstream end is not less than 2 feet and the head over the downstream crown Is not more than 6 feet unless directed otherwise by the Engineer. The sewer shall be plugged by pneumatic bags or mechanical plugs in such a manner that the air can be released from the sewer while it is being filled with water. The test shall be continued for one hour and provisions shall be made for measuring the amount of water required to maintain the water at a constant level during this period. If test results are unsatisfactory, the Engineer may direct that additional tests are made on any or all of the pipe. C. If any joint shows an appreciable amount of leakage, the jointing material shall be removed and joint remade. If any pipe is defective, it shall be removed and replaced. If the quantity of water required to maintain a constant level in the sewer for one hour does not exceed 100 gallons per inch of diameter per day per mile of sewer and all the leakage is not confined to a few joints, the workmanship shall be considered satisfactory. If the amount of leakage indicates defective joints or broken pipes, they shall be corrected by the Contractor. D. Pipe shall be tested for infiltration after the backfill has been placed. Infiltration tests shall be made under the supervision of the Engineer, and the length of line to be tested shall be as directed by the Engineer. The allowable infiltration shall be 100 gallons per inch of diameter per day per mile of sewer. E. Rates of infiltration shall be determined by means of V-notch weirs, pipe spigot or by plugs in the end of the pipe, to be provided and installed by the contractor in an approved manner, and at such times and locations as may be directed by the Engineer. F. If an inspection of the completed sewer or any part thereof shows any manholes, pipes, or pints which allow the infiltration of water in a noticeable stream or jet, the defective work or material shall be replaced or repaired as directed. G. All water used in testing and flushing shall be furnished at the Contractor's expense. H. The Contractor may use on air test in lieu of the exfiltration test as described above if approved by the Engineer. If he elects to do this, he shall submit his proposed method to the Engineer for approval. I. If the results of the air test are unsatisfactory, as determined by the Engineer, the Contractor shall be required to perform the exfiltration test as outlined above. J. At the conclusion of the work the Contractor shall thoroughly clean all of the pipe by flushing with water or other means to remove all dirt, stones, pieces of wood, or other material which may have entered during the construction period. Debris cleaned from the lines shall be removed from the lowest outlet. If, after this outlet cleaning, obstructions remain, they shall be removed. K. Upon completion of the work, the sewer system or selected sections therein shall be subjected to a final test and inspection. All work In the system or sections therein being tested shall be complete, cleaned and ready for use. Tests shall be as specified herein and shall meet all requirements as to line, grade, cleanliness, infiltration, exfiltration and workmanship. 5.04 TESTING OF AIR PIPING - Copper air Ines shall be made up and tested with 180 Ibs air pressure and soapsuds to the satisfaction of the owner before covering. 5.05 TESTING A. Copper water piping shall be tested for a period of 2 hours minimum at 80 psi. The engineer or engineer's representative shall be present during testing. B. Drain and sewer plumbing shall be tested with at least 10' head of water. The water shall be kept in the system, or in the portion under test for at least 15 minutes before inspection starts; the system shall then be tight at all points. An air test shall then be made by attaching an air compressor or testing apparatus to any suitable opening and after closing all other Inlets and outlets to the system, forcing air Into the system until there is a uniform gauge pressure of 5 psi or sufficient to balance a column of mercury 10 inches in height. This pressure shall be held without introduction of additional air for a period of at least 15 minutes. 6.00 APPROVALS - Contractor must submit shop drawings for all precast concrete items, water distribution and sewer collection system items, air systems items, and any substitutions to the items named in the Plans and Specifications with his bid. Shop drawings for the above referenced items and substitutions must be submitted and approved prior to shipment or fabrication of the materials. Any materials that are submitted for approval after the contract has been signed, and which are rejected by the Engineer, will be replaced with materials named in these Specifications at no additional costs to the Owner. Structural shop drawings for the grease trap, interior sand trap, and exterior reclaiming tanks shall be signed and sealed by an Engineer licensed in the State of Florida before submittal to the Engineer for approval. No work shall begin until shop drawings have been reviewed by the Engineer and returned to the Contractor. Kimley-Horn and Associates, Inc. BEINDORF DIVISION 3885, 20th Street, Vero Beach, Florida 32960 Tel. (407,)562-7981 DATE 4-12-90 SCALE N TS 1990 DWG. NAME XC-SPECS.DWG 8.00 SITE CLEAN UP - After completion of all construction and installation work, the Contractor shall perform a site clean up operation for removal of all trash, debris, and excess material and equipment. It will be the Contractor's responsibility to present the project site clean and in good order at the time of final acceptance of the project. 9.00 PAYMENT - Unless otherwise noted in the contract documents, that basis of payment for items will be as follows: 9.01 WATER LINES - Basis of payment for all lines shall be a unit price per linear foot of pipe installed and shall include all pipe, I.D. tape, installation (including excavation and backfilling), tubing, wellpointing, thrust blocking, sketches for record drawings, all testing, staking, flushing and sterilization necessary for approval by the Engineer. 9.02 GATE VALVES - Basis of payment for valves shall be a unit price for each valve and shall include the valve, valve box, concrete pad, thrust blocks, polyethylene encasement, installation, sketches for record drawings, and valve wrenches. 9.03 SEVER LINES - Basis of payment for PVC sewer lines shall be a unit price per linear foot of pipe installed, in each depth classification, measured from invert elevation to the existing ground surface. The unit price shall include all pipe, fittings, installation, excavations, laying, backfill, I.D. tape, wellpointing, sheeting, testing, sketches for record drawings, staking, and cut sheet preparation. 9.04 MANHOLES - Basis of payment for manholes shall be a unit price for each manhole and shall include all concrete, brick, reinforcement, frame and cover, installation, wellpointing, backfill, sheeting, one frame adjustment, restaking, and record drawings. Depth classification of manhole is from top of cover to the lowest invert as shown on the drawings. 9.05 CLEANOUTS - Basis of payment for cleanouts shall be a unit price per each cleanout installed and shall include all pipe, fittings, and threaded plug, installation, adjustments, backfill, sketches for record drawings, '! and staking. I 9.06 CLEAN UP - Payment for clean up is to be included In the above prices. t. t CHEVRON ST. LUCIE CROSSROADS SPECIFICATIONS 30080.01 IEET C-9 OF 13 rtW 20 10' '0' 20 40 SCALE IN FEET NO.1 REVISION PARCEL 1 5 CABBAGE 5 SLASH PINE 3 LIVE OAK 5 CRAPE MYRTLE DATE I BYI NO.1 REVISION f � 6 WAX MYRTLE, 6'X4'—/ DATE I BY 7 SLASH PINE - -. --1 RELOCATED ON SITE 55 SAW PALM 75 DAHOON HOLLY 3 CABBAGE PALM, 8-14' C.T. STAGGERED - 28 PARSONI JUNIPER f 3 SLASH PINE TO REMAIN �_/ r%11[^ lA I ["1 Af1I MIAIr Tn 1' LIA1\I 3 LIVE OAK EXISTING SLASH PINE TO REM CABBAGE PALMS TO BE RELOCATED ON SITE (TYP) _=— 3 OLEANDER STD 45 PARSON[ JUNIPER 1 CABBAGE PALM, 10' C.T. 8 PARSON JUNIPER 25 WAX MYRTLE, 6'X4' ' f 1 3 CABBAGE PALMS TO REMAR _ ASPHALT PAVEMENT _ 1 SLASH PINE TO REMAIN 5 SLASH PINE f 1 A f I Mlklr ISLAND MARKETER "IM-3" FOOD/CONVENIENCE STORE STATE ROAD NO. 70 — (OKEE CHOEEE ROAD) Building client relationships since 1967 DESIGNED BY GBB DRAWN BY WES, MJA / DCA CHECKED BY My FIELD BOOK NO. P. 253/255 s vS 5 SLASH PINE 69 JAPANESE YEW In T. AUGUSTINE u 11 Is PLANT LEST QTY BOTANICAL NAME COMMON NAME SIZE/REMARKS TREES 15 LAGERSTROEMIA INDICA 'TUSCARORA' CRAPE MYRTLE 8' — 10'X6' 31 MYRICA CERIFERA WAX MYRTLE 6'X4', 4' O.C. 33 PINUS ELLIOTTII SLASH PINE 8'X4' 2" CAL. 10 QUERCUS VIRGINIANA LIVE OAK 16'X8', 4 1/2" CAL. 17 SABAL PALMETTO CABBAGE PALMS RELOCATED ON SITE 4 SABAL PALMETTO CABBAGE PALMS @ 8-14' C.T.'B60TED' 3 NERIUM OLEANDER OLEANDER 'RED' 6-7X3', STANDARD SHRUBS/ GROUNDCOVER 184 BOUGAINVILLEA DWARF SPECTABILIS BOUGAINVILLEA #3, 12"X12",18"O.C. 350 JUNIPERUS PARSONI PARSONI JUNIPER #3, 8"X24", 30"O.C. 75 ILEX CASSINE DAHOON DOLLY #3, 24"X18",4'O.C. 75 MYRICA CERIFERA WAX MYRTLE #3, 24"X24", 4'0.C. 262 PODOCARPUS MACROPHYLLUS JAPANESE YEW #3, 20"X20", 24"O.C. 75 SERENOA REPENS SAW PALMETTO #3, 15"X15", 4'O.C. STENOTAPHRUM ST. AUGUSTINE SOD SECUNDATUM 'FLORATAM' ^ Z;4� 1. DATE PROJECT NO. Kimley-Horn and Associates, Inc ■ SCALE3-19-90 CHEVRON 30080.01 BEINDORF DIVISION 1 "=20' ST. LUCIE CROSSROADS SHEET C 10 3885, 20th Street, Vero Beach, Florida 32960 ©1ss0 Tel. (407)562-7981 DWG_NANoLANDSCAPE PLAN of .DWG 13 �Ikt^a. s�o,m4.�� x s�yi�i e�i����s� I�-0- e:5 20 10 0 20 40 SCALE IN FEET PARCEL 1 - - - - - - - - - - ---------------- L � 1/2" \ 3/4" OPEN/RETENTION AREA 1/2" 3/4" I I I I I I 1-1/4" 2w 1/2" 3/4" S I B 1/2^ 1/2" S B B 3/4" 3/4- NO.1 REVISION IDATEIBYI NO.1 REVISION 3--,-P, 1-1/4 -1/2" -- L L L L L 3/4" 1^ K I I L K A 1/2" 3/4" VS#21-1/4" 3/4" 1" P ■ 1-1/4" jL/4"LG 3/4" 1 I :ONCRETE CURB I 1/2" 1 —1 —1 L— IL_ I 3/4" 1" 1/2" T T 1/2" 3/4" ASPHALT 1" PAVEMENT / I / I I 3/4" 2" 1-1/2" - 3/4" i" 3/4" 1/2" I I C C C I I #5 #6 1/2" — 1-1/4" S S S 3/4" 1 3/4" -\ 1" , 3/4" STATE ROAD NO. 70 (OKEE CHODEE ROAD) utSIUNLU BIT GBB DRAWN BY WES, MJA / DCA CHECKED BY JWY DATE BY Building client relationships since 1967 FIELD BOOK N0253/25. k w, r 1N F ISLAND MARKETER "IM-3" FOOD/CONVENIENCE STORE 1" 3/4" 3/4" 1CRETE CURB S S sv� tt7 1-1/2" 3/4" 1-1/4" TE I. y 1. STALL 12 ABOYr, `,iMES- TORO NOZZLE SCHEDULE RAW•91RC PVB SERIES COWNSTEA" SPRCNKLER .T SACKFLMV PREVENTER HEAD OR FL000 LEVEL ^.; �,• 9cGOIAMEXCED WAXULMA 6 CONSLLi[OCAi GGOF A 15' _Q 2. ALL CONK CT10N4 Ov •`• B 15' —T ASSEUBLY O BE N n 4 1 cA ED C 15'—H j ALY. 20 ELL D 15' —TT -OALY uroN k E 15'—TQ L EII LY: I -AN!r^LE I F 15' —F G 12'—Q .6 H 12)—T I 12'—H J 12'—TT AO�, E7 & CUTLET K 12'—TQ - FITTINGS TO uAINL:.vE AS RECWRED L 12' —F PRESSUREiTYPE BACKFLOYI PREVENTER M 10'—QLA N 10'— HLA U I-, Inch .Pop-p Head On Toro Funny Pipe - r ,J .JL°* Barbed Ell yi ?:aced Tee Tur( Head On Toro Funny Pipe l Tee I i j h Barbed Ell ,2 Placed '4'!l>41i<J 0 10' —FLA P 4'—EST Q 4'—CST R 9'—SST S 4'—SST T —FSQ U —FSH V —FSF 1/2" J NOTE: S A LEGEND & SYMBOLS 1„ 2" I I I o TORO 570-4P POPUP z" 4 I I I I • TORO 570s ON 14" STANDPIPE ACTUAL SLEEVE LOCATIONS 1-1/4" HOULD BE MARKED AT JOBSITE ND RECORDED IN PROJECT ■ TORO 570—HP POPUP IELD NOTES. I I I I 1/2" I ® TORO ROTOR (PC) S700 (& NOZZLE SIZE) 3/4" r —, I I I q I I ELECTRIC VALVE 252-06-04 j VALVE BOX TYPE 10" ROUND<; 3/4" �s 1" I I © CONTROLLER TORO 16+2 (173-06-01) 12 RAINSWITCH MINICLICK 3/4" S 3/4" I I 0 P.V.B. RAINBIRD 0150 (1-1/2") 1" #11 1-1/4" 'Q1' -=�- MAINLINE SCH 40 PVC (SIZES MARKED) 3/4" I 3/4" I O , SCH 40 PVC SLEEVE (SIZES MARKED) I v ) ` 1/2" —E- . CONTROL WIRING U.F. 14GA.-60OV. INS. i^ 3/4- [.� C` - - �i11 5. BURY MAINLINE AT 18-24" AND LATERALS AT 12". � 3 4" \ �6. USE SCHEDULE 40 PVC UNDER PAVED SURFACES. LATERALS WILL BE k= 3/4- Z n CLASS 160 PVC PIPE. (MINIMUM). v / ioop VALVE i .r EXISTING EDGE OF PAVEMENT_ J _�x _-.. 7. HYDROSTATICALLY TEST MAINLINE AND HOSE BIB LINES AT A MINIMUM / v5E REF n OF 60 PSI FOR AT LEAST 4 HOURS. THIS SHOULD BE DONE PRIOR TO r ^r� COMPLETE COVERING OF THE PIPE. ANY LEAKAGE SHOULD BE REPAIRED y?� PRIOR TO BACKFILL. ( �r, �8. USE 14 GAUGE U.F. WIRING FOR CONTROL CIRCUITS. SPLICE IN VALVE U � BOXES ONLY NTH WATERPROOF CONNECTORS. WHITE WILL BE THE COLOR : OF THE COMMON WIRE. RUN ONE EXTRA CONTOL WIRE THE LENGTH OF "¢ THE MAINLINE (USE GREEN). PLACE WIRE ALONGSIDE AND BELOW MAIN ` 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARC AND RADIUS v uirrlc. r.: ADJUSTMENTS AND 1009 COVERAGE. 10. PAINT STANDPIPES FOREST GREEN AFTER PLANTINGS AND HEIGHT *; ADJUSTMENTS ARE COMPLETE. r� qp 11. CONTROLLER AND RAINSWITCH WILL BE MOUNTED ON BUILDING WALL \ COORDINATE HEIGHTS WITH JOB SUPERVISOR. ELECTRICAL POWER,, 'I R METERS, BREAKER BOXES AND WIRING WILL BE PROVIDED BY OTHERS, i. ` Kimley-Horn and Associates, Inca SCA3-19-90 _ CHEVRON � 1"=20' BEINDORF DIVISION ST. LUCIE CROSSROADS, 3885, 20th Street, Vero Beach Florida 32960 ©iaso h;7, Tel. (407)562-7981 DING. NAME IRRIGATION PLAN ':M1at XC—LAND.DWG x. a ,.s.. 1 x,w nDery •: a n,a e vl�+ MG D Nine Attachment Detail 1 Not To Scale eve ®P�.rL� (1Np��t0leK�p � V�! i�LUMU 6-'Y f -- 6NAq o Gump f�'1"f�LL GI�UtX/ I.AW K Ott G'�OU1�lC YTI\/t SOIL — D Tree Staking and Planting Detail 4 Not To Scale *fir, pl4A ge6Hf-:au4-a �Oj2 sf' LNG f L,�N 1. AYOIo T �3 TCrl � D Groundc Not To Scale 6I20Ut,{{�OV E=I2 r'lW ZH 92t�a SoiL_ rIly 'j0F501L-- E)AG�JLI_ r Planting Detail 911t'WIIQS— -- — -- -- - )� I ae � / NOT + Tvb N%1GW- A� 211 M'UL-6rl l.q li ��II �Li•� �. N4 VG sal L.,. 'IWIG� k D Tree Guying and Planting Detail 5 Not To Scale I'' ^ =1 L! c all VLLCH L FIND{ Gzla4r, D Shrub Planting Detail $ Not To Scale Of- ?'ALMS W1-TH y HI GAKK�oN SiF-E-L iaANb lJ TO r"01-V �! tjkJKIIJcj �L�NrtI►-�, t-tr��t i-� "10T f-� L t-0C.6.TFL7 f14 KI;- lAT100 70 -tHL- H�=v-,,rH7 bp= D Palm Planting 6 Not To Scale auL,`H MIL I-/,_",4"\ I V�nr� r� r ci ri HOLa r=I�L-..00ut2 E3ALl: t,_V _. l(<All Sb�1b tail URBAN IDS I MMO %M0 t ) I'll ( 40, 1 MM CM I It, 0 t ) 13 Urban and Development Planning Landscape Architecture Site Graphics 1940 10th Avenue Suite B Vero Beach, Florida 32960 407.778.3300 Job Number Drawn By Checked By Date Revisions S, PECIFICATIONS LAWNS & PLANTINGS C-01. Scope of Work - The "General Conditions" of this: Contract are hereby made a part of and shall govern this Division as applicable. A. The work of this Contract consists of furnishing all labor, materials, equipment, appliances, transportation., etc., to complete all landscaping work as shown on the Drawings, as included in the Plant List and as herein specified., B. Work shall include maintenance and watering of all planting areas of this Contract until Certification of Acceptability by the Landscape Architect. -- C. PR3TECTION OF EXISTING STRUCTURES. All existing. buildings, walks, walls, paving, piping, and other items of construction and planting already mnpleted or established shall be protected from damage by this Contractor. All damage resulting from negligence shall be repaired or replaced to the satisfaction of the Owner. D. PROTECTION OF EXISTING PLANT MATERIALS. The Contractor shall be responsible for all unauthorized cutting or damage to trees and shrubs existing or otherwise, caused by careless operation of equipment, stockpiling of materials, etc. This shall include compaction by driving or parking inside the drip -line or the spilling of oil, gasoline, or other deleterious materials within the drip -line. No material shall be burned where the heat will damage any plant. Trees killed or damaged so that they are mishapen and/or unsightly shall be replaced at the cost to the Contractor of One Hundred Dollars ($100) per caliper inch on an escalating scale which adds an additional twenty (20) per cent per inch over four (4) inches caliper as fixed and agreed liquidated damages. Caliper shall be measured six (6) inches above ground level for trees up to and including four (4) inches in caliper and twelve (12) inches above ground level for trees over four (4) inches in caliper. C-05 PLANTING PROCEDURES (CONT.) E. Trees and shrubs shall be set straight and at such a level that after settlement the plant crown will stand one (1) to two (2) inches above grade. Each plant shall be set in the center of the pit. Soil mixture shall be thoroughly tamped around the ball and shall be settled by water after tamping. and . A water holding saucer shall be forted with extra soil. F. Fill hole wit h soil mixture, making certain all peat mass is saturated. To do this, fill hole with water and allow to soak minimum twenty (20) minutes, stirring if necessary to get peat moss thoroughly wet. Pack lightly with feet. Add more wet soil mixture. Do not cover top of ball with soil mixture, only with mulch. All burlap, rope, wires, etc., shall be removed from the sides and tops of balls, but no burlap shall be pulled from underneath. G. Water Basin: Build basin around all plants or trees which stand alone and are not in larger mulched beds. A water hold dirt dam shall be built on the outside edge of the hole to form a basin to hold water. It shall be four (4) to six (6) inches of soil firm enough to remain in place. H. Pruning: Each tree shall be pruned to preserve the natural character of the plant as shown on the Drawings. All soft wood or sucker growth and all broken or badly damaged branches shall be removed with a clean cut. All pruning cuts over one-half (Il) inch in diameter shall be painted over with an approved tree paint to be used on all exposed cambium as well as exposed living tissue. All pruning shall be previously approved by Landscape Architect. I. Ground cover plants shall be planted in beds prepare] by thoroughly working into topsoil a minimum two (2) inches of peat moss to a minimum depth of four (4) inches. Plants shall be evenly spaced in accordance with the Drawings and as indicated on the Plant List. J. Tree guying and bracing shall be the responsibility of the Contractor in accordance with sound nursery practice and approval by landscape Architect to insure stability and maintain plants in an upright position. Wooden stakes for guying trees under four (4) inches caliper shall be No. 3 grade Southern Yellow Pine treated with cremated copper arsenate to 0.25 Retention/PCF. Malleable iron may be substituted for wooden stakes. Absolutely no cypress wood shall be used as a staking material. K. Mil_ dun : Provide a two (2) inch minimum layer of specified mulch over the entire area of each shrub bed, ground cover and vine bed and tree pit. C-02. MATERIALS A. Samples of materials as listed below shall ne submitted for approval, on the site or as otherwise determined by the Landscape Architect. Upon approval of samples by the Landscape Architect, delivery of materials may begin. MATERIALS SAMPLES Mulch one (1) cubic foot Topsoil �i, one (1) cubic yard Peat Noss one (1) bale Plants one (1) of each variety Typical samples shall be furnished from each separate source of supply. Approved samples shall be stored on the site and protected 'tit furnishing of materials is completed. Plant samples may be planted in permanent positions, but labeled as samples. B. Ibpsoil for use in preparing soil for backfilling plant pits shall be a fertile, friable, natural topsoil of toamy character, without mixture of subsoil materials, and obtained from a well drained, arable site. It shall contain three. (3) to five (5) per cent decomposed organic matter and shall be free from heavy clay, coarse sand, stones, lime, lumps, plants, roots or other foreign materials, or noxious grasses (such as Bermuda or nut grass) and noxious weeds It shall not contain toxic substances wh1 ch may be I iarmful to plant growth. pH range shall be 5.0 to 7.0 inclusive. Contractor shall submit results of soil tests for topsoil proposed for use under this Contract for approval by the Landscape Architect. C-06. HERBICIDE WEED CONTROL III A. All plant beds shall be free of nu'_ grass, torpedo grass, and other noxious weeds tit final acceptance of work. "Round -Up" shall be applied to all planting areas as needed and determined on site by the Landscape Architect for weed control. C-07. LAWN SODDING A. The work consists of soil preparation, lawn bed preparation, and sodding complete, in strict accordance with the Specifications and the applicable Drawings to produce a grass lawn acceptable to Owner. B. Soil Prepartion: All ar s that are to be sodded, shall be cleared of any rough ass, weeds, and debris, and the ground brought to an even grade. The whole surface shall be rolled with a roller weighing not more than one hundred (100) pounds per foot of Width. During the rolling all depressions caused by settlement of rolling shall be filled with additional soil, and the surface shall be regraded and rolled until Oresenting a smooth and even finish that is up to the x quired grade. C. Applyin _Fer_ttlli�zer: Fertilizer shall be commercial type, -b 6 cnmgolying with Florida fertilizer laws. The first number shall represent the minimum per cent of Nitrogen required, the second number hall represent the minimum per cent of available Phosphoric Acid required, and the third number shall represent the minimum per cent of water soluble Potassium] required. Prepare loose bed four (4) inches deep. Apply fertilizer at rate of twenty (20) pounds per one thousand (1000) square feet. Application shall be uniform, utilizin3 approved mechanical spreaders. Mix fertilizer thoroughly with the soil to a depth of three (3) inches. Band race until all bumps and depressions are removed. Wet prepared area thoroughly. D. Ste: 1. The Contractor shall all areas that are not paved or planted as d sigmated on the Drawings within the Contract Lrmdts. C. Water: All water necessary for planting and maintenance shall be of satisfactory quality to sustain an adequate growth of plants and shall not contain harmful, natural or man-made elements detrimental to plants. Water meeting the above standard shall be obtained on the site from the Owner, if available, and the Contractor shall be responsible to make arrangements for its use by Bis tanks, hoses, sprinklers, etc. If such water is not available at the site, the Contractor shall provide such satisfactory water from sources off the site at no additional cost to the Owner. D. Commercial fertilizer shall be a complete fertilizer; it shall be uniform in composition, dry and free flawing. This fertilizer shall be delivered to the site in the original unopened containers, each bearing the manufacturer's statement of analysis, and shall meet the following requirements: Six (6) per cent Nitrogen, six (6) per cent Phosphorous, six (6) per cent Potassium. At least fifty (50) per cent by weight of the Nitrogen contents of the fertilizer shall be derived from organic materials. Fertilizer analysis shall be modified or revised as a result of soil tests if required by the Landscape Architect. E. Peat Moss: Peat moss shall be of standard brand, consisting of rt,ally deoamposed vegetable matter or natural occurence. It shall be brown in color, clean, low in content of mineral and woody material, mildly acid, and may be either granulated or shredded. F. Mulch: Mulch material shall be pine bark one-half (h) }o. two (2) inches in size, or shredded cypress mulch, moistened at the time of application to prevent wind displacement. C-03. PLANT MATERIALS_V (Trees, Shrubs, Ground Cover, and Vines) A. Plant species and size shall conform to those indicated on the Drawings. Nomenclature shall conform to STANDARDIZED PLANT NAMES, 1942 Edition. All nursery stock sham aCNr CEnc0 with GRADES AND STANDARDS FOR NURSERY PLANTS Parts I & II, latest edition pub is ed by F or1 Department of Agriculture and Consumer Services. All plants shall be Florida Grade No. 1 or better as determined by the Florida Division of Plant Industry, All plants shall be freshly dug, sound, healthy, vigorous, well- 2. The sod shall be certified to meet Florida State Plant Board Specifications, absolutely true to varietal type, and free from weeds, fungus, insects and disease of any kind. 3. Sod panels shall be laid tightly together so as to make a solid sodded lawn area. Sod shall be laid uniformly against the edges of all buildings, 9paved and planted areas. p Immediately followingsod laying, the lawn areas shall be rolled with a lawn roller customarily used for such purposes, and then thoroughly watered immediately. If, in the opinion of the Landscape Architect, top -dressing is necessary after rolling to fill the voids between the sod panels and to even out inconsistances in the sod, clean sand as approved by the Landscape Architect shall be uniformly spread over the entire surface of the sod and thoroughly watered in. E. During delivery, prior to and during the planting of the lawn areas, the sod panels shall at all times be protected from excessive drying and unnecessary exposure of the roots to the sun. All sod shall be stacked during construction and planting so as not to be damaged by sweating or excessive heat and moisture. F. Lawn Maintenance: 1. Within the Contract Limits, the Contractor shall produce a dense, well established lawn. The Contractor shall be responsible for the repair and re -sodding of all eroded, sunken or bare spots until Certification of Acceptability by the Landscape Architect. Repaired sodding shall be accomplished as in the original work. 2.. water every day for ten (10) successive days, then water three (3) times per week (at even intervals) for two (2) additional weeks. All watering shall be of sufficient quantity to wet or restore water to " depth of four (4) inches. C-08. PLANT MATERIAL MAINTENANCE: A. All plants and planting included under this Contract shall be maintained by watering, cultivating, spraying, and all other operations necessary to insure a healthy condition by the Contractor until Certification of Acceptability by the Landscape Architect. Maintenance after the Certification of Acceptability shall be the responsibility of the Owner. branched and free of disease and insect eggs and larvae and shall have adequate root systems. Trees for planting in rows shall be uniform in size and shape. All materials shall be subject to approval by the Landscape Architect. Where any requirements are anitted from the Plant List, the plants furnished shall be normal for the variety. Plants shall be pruned prior to delivery only upon the approval of the Landscape Architect. B. Measurements: The height and/or width of trees shall be measured from the ground or across the normal spread of branches with the plants i•.n their normal position. This measurement shall not include the immediate terminal growth. Plants larger in size than those specified in the Plant List may be used if approved by the Landscape Architect. If the use of larger plants is approved the ball of earth or spread of rootsshallbe increased in proportion to the size of the plant. ' C. Inspection: Plants shall be subject to inspection and approval at the place of growth, or upon delivery to the site, as determined by the Landscape Architect, for quality, size and variety; such approval shall not impair the right of inspection and rejection at the site during progress of the work or after completion for size and condition of balls or mots, latent defects or injuries. Rejected plants shall be removed imnediately from the site. Notice requesting inspection shall be submitted in writing by the Contractor at least one (1) week prior to anticipated date. D. Digging and Handling: 1. . Protect roots or balls of plants at all times from sun and drying winds, water and freezing, as necessary until planting. 2. Balled and burlapped plants (B&B) shall be dug with firm, natural balls of soil of sufficient size to encompass the fibrous and feeding mots of the plants. No plants moved with a ball shall be planted if the ball is cracked or broken. Plants balled and burlapped or container grown shall not be handled by stems. 3. Plants marked "BR" in the Plant List 8ha11 be dug with bare roots. The roots shall not be cut within the minimum spread specified in the Plant List. Care shall be exercised that the roots do not dry out in moving and prior to planting. 4. Protection of Palms (if applicable). Only a minimum of frondsshall be removed from the crown of the palms trees to facilitate moving and handling. Clear trunk (C.T.) shall be as specified after the minimum of fronds have been removed. Coconut palms shall be "hard" trees grown in marl or sand. Cabbage Palm buds shall be tied with a burlap strip to be left in place until the tree is well established in its new location. All palms shall be triple braced and staked with new, clean lumber, minimum six. (6) feet in length to resist tree displacement. E. Collected Stock: When the use of collected stock is permitted as indicated on the Plant List and Schedule, the minimum sizes of balls shall be equal to that specified for the next larger size of nursery groom stock of the same variety. Plants collected from wild or native stands, shall be considered nursery grown when they have been successfully re-established in the nursery row and grown under regular nursery cultural practices for a minimum of two (2) growing seasons and have attained adequate root and top growth to indicate full recovery from transplanting into the nursery row. F. Container Grown Stock: 1. All container grown material shall be healthy, vigorous, well -rooted plants and established in the container in which they are sold. The plants shall. have tops which are of good quality and are in a healthy growing condition. 2. An established container grown plant shall be transplanted .into a container and grown in that container sufficiently long for the new fibrous mots to have developed so that the root mass will retain its shape and hold together when removed from the container. 3. Plants root bound in containers shall not be acceptable. 4. Dwarf and light growing varieties may be one (1) or two (2) sizes smaller than standard for agiven size container. G. Materials List: Quantities necessary to complete the work on the Drawings shall be furnished. Quantity estimates have been made carefully, but the Landscape Architect assumes no liability for omissions or errors. All dimensions shall be the minimum acceptable size. Should a discrepancy occur between the bidders take off and the plant list quantity, the Landscape Architect shall be notified for clarification prior to the submission of bids. C-09. GUARANTEE: A. The life and satisfactory condition of all plant material planted shall be guaranteed by the Contractor for a minimum of six (6) months, and begins at the fire of Certification of Acceptability by the Landscape Architect. B. Sod shall be guaranteed for two (2) months dating from the date of planting. C. Replacement: Any plant not found in a healthy growing condition, as determined by the Landscape Architect, during the stipulated plant warranty period shall be removed from the site and immediately replaced (weather permitting). D. Materials and Operations: All replacements shall be plants of the same kind and size as specified in the Plant List. They shall be furnished planted and mulched as specified under "Planting", at no additional cost to the Owner. C-10. FINAL INSPECTION AND ACCEPTANCE OF WORK A. Final inspection at the end of the guarantee period shall. be on planting, construction and all other incidental work pertaining to this Contract. Any replacement at this time shall be subject to the same six month guarantee (or as specified by the Landscape Architect in writing) beginning with the time of replacement and ending with the sane inspection and acceptance herein described. C-11. PLANTING DETAILS: Included as Required. GENERAL CONDITIONS a C-04. FINE GRADING A. Fine grading under this Contract shall consist of final finished grading of lawn and planting areas that have been rough graded by others. For purposes of preparing a Bid for work under this Contract, this Contractor shall consider the rough grade has been left within two (2) inches plus or minus of finished grade. B. This Contractor shall fine grade the lawn and planting areas to bring the rough grade up to final finished grade allowing for thickness of sod and/or mulch depth. This Contractor shall fine grade by hand and/or with all equipment necessary including a grading tractor with front- end loader for transporting soil within the site. C-05. PLANTING PROCEDURES A. Clearing up before commencing work: The Contractor shall clean up work and surrounding areas of all rubbish or objectionable matter. All mortar, cement and toxic material shall be removed from the surface of all plant beds. These materials shall not be mixed with the soil. Extensive work will not be required under this Contract. should the Contractor find such soil conditions beneath the soil which will in any way adversely affect the plant growth, he shall imnsdiately call it to the attention of the landscape Architect. Failure to do so before planting shall make the corrective measures the responsibility of 9 the Contractor. B. Obstructions Below Ground: If underground construction, utilities or obstructions are encountered during the excavation of planting areas or pits, other locations for the plant material shall be selected by the Landscape Architect. Such changes in location shall be made by the Contractor without additional compensation. C. Stake tree or plant locations and secure approval of �troa; from the Landscape Architect before digging pits, making necessary adjustments. Locate no tree closer than two (2) feet from pavemnt or structures. Large areas or beds shall be scaled and the plants spaced evenly. D. Soil mixture shall .consist of 1/3 peat mess and 2/3 existing soil and lh pounds fertilizer per inch of tree . caliper or 10 pounds per cubic yard or 7h oz. per bushel; for shrubs, h lb. per foot of height. (See C-02/D Commercial Fertilizer) n-0 Required Approvals are based on the standards of quality established in the Plans and Specifications. The ctor is no to sub. ontra t substitute materials, C a eruals, equipment, or methods unless the substitution has been approved IN WRITING by the Landscape Architect. Where the phrase "or equal" occurs in the Contract Documents, do not assume that materials, equipment, or methods will be approved as equal unless the item has been specifically approved for this work by the Landscape Architect. t J I I I 3A Ite;Jcui�CAr_ CM I 12L 000 t J 12 Urban and Development Planning Landscape Architecture Site Graphics 1940 10th Avenue Suite B Vero Beach, Florida 32960 407.778.3300 a Job Number Checked By DLR Date Revisions Sheet Note: This sheet is to be considered with all other plans and specifications issued for this job. S eeification ©1990 Urban Resource Group l Fro : - L POST POST q ELEC. aOSET TE( - i DISP. •6 VTIL.6 ST PY COLFOR CAO FTG. DETAILS, • SEE STL.FAB. FOUND. PLAN.mcr 11 IIII ���IC�IlII &o TRAFFIC — FLOW em I C.O.D.P. (TO CLEAR COL. WRAP) - ..",: :,^�r�,-_,:; II II �DISP. I li rI •5 1' .. or hn IIiIIf kt 1 _ Ilg f , I ✓+in I fib I N M ❑ ❑ J i 5' 0" 27'-31 - 2 DISP. `4 DISP. •6 S' 0" r � I I o -FOR CANOPY dOl. FTG. DETAILS, SEE STL. FAB. n I FOUND.PLAN. I I RAFFIC FLOW I C.O,O P. I (TO CLEAR COL. WRAP) n I I L DISP, •5 IF ---- --- ALTERNATE � ° • RRM •2 lE•°ER OFFICE OR REST (1T°') TORAGE M ROOM ROOUTIL.6 STOCK RN —71 , 2 i m I a w G — — uo SALES AREA n I II I I I CONCRETE PLAN & DISP ( FT HAND LAYOUT WO(111) HAVF 4 MI 2 OPTIONAL EGRESS WHEN REQUIRED BY CODE.MAX.7" STEP OR 1-12 RAMP TO GRADE OUTSIDE DOOR. DISP. 03 Ta - oT I 6" X 80" FLOOR OPENING FOR ELECTRICAL CONDUITS — — EXPANSION JOINT AT BLDG. LOCK BOX WELDED TO GUARD POST AS HIGH AS POSSIBLE. (BOX FURNISHED BY CHEVRON) 27'_31h:, DISP. 04 LAYOUT FOR 38'X 118' CANOPY W/IM-3 _EFT SIDE 0 IM-3 SCALES 1/8" CONCRETE APRON AS REQUIRED TO COMPENSATE FOR GRADE ELEVATION CHANGES BEYOND DRIVEWAY SLAB. RAISED CONCRETE CURBS OR PLANTERS MAY BE INSTALLED AS OPTIONAL BUILDING PROTECTION. ------ - --- � �I I NOTE: Al FREEWAY LOCATIONS, EXTEND DRIVE SLAB 1 10 FEET FOR RADIATOR BOIL -OVER. DISP. +1 I v m DISP. •2 6" X 6" STEEL PIPE COLUMN POSTS, FILLED WITH CONCRETE (TYPICAL). WHEN DIESEL FUEL IS TO BE PROVIDED (4-PRODUCTS), SUBSTITUTE A 4-PRODUCT I MGD IN THIS POSITION AT DISPENSERS •1 AND 06• EXPANSION JOINT AROUND DISPENSER BOXES AND ALL COLUMNS. FOR HANDICAPPED ACCESS (FRONT APPROACH) PROVIDE 5'-0" X 5'-0" "LEVEL" AREA WITH MAX. SLOPE OF 1120 AT ONE OR BOTH BUILDING ENTRANCES (A.N.S.I. A117.1 STANDARD) 6" CONCRETE DRIVE SLAB REINFORCING: 6" X 6" •10/10 W.W.M. 1/2" WATER BIB (IF SPECIFIED BY DIVISION ENGINEER) (TYPICAL FOR 2) TO CLEAR COL. WRAP. SHEET METAL COLUMN WRAP (BY OTHERS) 4" 0 SCHED. 40; PVC OR CAST IRON 0 CANOPY DOWNSPOUT (TYPICAL FOR 6). CONNECT TO STORM SEWERS IF AVAILABLE. OPTIONAL EGRESS WHEN REQUIRED BY CODE. MAX.7" STEP OR Lt2 RAMP TO GRADE NCRETE APRON AS REQUIRED TO COMPENSATE R GRADE ELEVATION CHANGES BEYOND DRIVEWAY` nB.RAISED CONCRETE CURBS OR PLANTERS MAY INSTALLED AS OPTIONAL BUILDING PROTECTION. t --------------- --- NOTE: AT FREEWAY LOCATIONS, EXTEND DRIVE SLAB 10 FEET FOR RADIATOR BOIL -OVER. I DISP, •1 V-0" I ❑ ---- _777�,;q_ 6" X 6" STEEL PIPE COLUMN POSTS, FILLED WITH CONCRETE (TYPICAL). DISP. 03 EXPANSION JOINT MOUND DISPENSER BOXES AND ALL COLUMNS. FOR HANDICAPPED ACCESS (FRONT APPROACH) PROVIDE 5'-0" X 5'-0" "LEVEL" AREA WITH MAX. SLOPS OF 1:20 AT ONE OR BOTH BUILDING ENTRANCES (A.N.S.I. A117.1 STANDARD) 6" CONCRETE DRIVE SLAB REINFORCING: 6" X 6" •10/10 W.W.M. 1/2" WATER BIB (IF SPECIFIED BY DIVISION ENGINEER) (TYPICAL FOR 21 TO CLEAR COL. WRAP. SHEET METAL COLUMN WRAP (BY OTHERS) 4" 0 SCHED. 40, PVC OR CAST IRON 0 CANOPY DOWNSPOUT (TYPICAL FOR 4), CONNECT TO STORM SEWERS IF AVAILABLE. CONCRETE PLAN & DISPENSER LAYOUT FOR 68'X 92' CANOPY W/IM-3 SCALE: 1/8" • r-0" SPECIAL NOTE: THIS 68' X 92' LAYOUT IS NOT AN APPROVED STANDARD AND ITS USE MUST BE ENDORSED BY PROPERTY & FACILITIES AT HEADQUARTERS. SPECIAL NOTE- CENTERLINES OF ALL DISPENSERS AND COLUMNS MUST BE HELD TRUE SO ALL THE HA-LMARK-21 ELEMENTS, PARTICULARLY THE SPANNERS, LINE UP PROPERLY. REF DWG: H002-001 1 - r I I 1 'a„..., - Y 1 A } + "f T — — — _ — — — — _ _ — I I I I I I I I I I I I I HALLMARK 21 CANOPY- 118' ELEVATION SCALE!/4"-V-0" r-6 - 12 SQ.IN. MINIMUM DUI IUM Ur [KIM I`ANCL Urr-WHIR tWH-/4V) I I - I " ^' "• """ "' C C.L.OF DRIVEWAYS _ o r - FABRICATOR SHALL PUNCH DECK PANELS I r - r - F 0Y,," X 19%")TO RECEIVE RECESSED LIGryTS1 I 20 GAUGE EMBOSSED 4 I - 4 WHITEWAY MODEL *CC-400-M-MT OR I I I LSI •RIC-S-400-SMH-73-MT-WHITE I I DECK PWtLS WHITE I i I a fl i i ❑ I I ❑ ❑ i i ❑ ❑ ❑ I I I I M I I I I 1 I i I I I I I I I iM1 I I I I I I I fl ❑ ❑ I I ❑ ❑ I ❑ ❑ I ❑ iD i I I I I I I I I I I I I I T -BOXED-OUT ROOF I I 1 I I LEADER (TYPICAL ( n LU I nn 6 PLACES) nn LlJ L l I - - - - - I nn I L11 I nn LL1 I n W I I J 6'-0" 6'T_ _.14 0" - _17 _6" - 17'-6" 14'-0" 6' -0" 6'-0" z,O'_ � 8._6..-- ------�_..-- 75'-0" 26'-0" 118'-0" STEEI CANOPY illA1n10 REFERENCE DRAWINGS: H105-AI3-0 CANOPY FABRICATION DETAILS GENERAL NOTES: 1. THIS CANOPY IS CONSTRUCTED OF LIGHT-GUUGE PRE -FINISHED STEEL PANELS AND PRIMED STRUCTURAL STEEL SECTIONS. 2. CANOPY FIXTURE LOCATIONS MAY BE ADJUSTED TO CENTER THE CUT-OUTS IN THE DECK PANEL. 3, LEFT HAND LAYOUT WOULD HAVE 4 MPD'S ON LEFT SIDE OF IM-3 REFLECTED CEILING PLAN SC ALL,a I' 0' SCOPE OF WORK FABRICATION AND ERECTION OF CANOPY IS BY STEEL FABRICATOR AND INCLUDES: - PRIMED COLUMNS 6 STRUCTURAL STEEL - PREFNISHED STEEL PANELS EXCEPT COLUMN CLADDING - CUT-OUTS FOR CANOPY LIGHTS - CONDUITS INSIDE COLUMNS AS SHOWN ON DWG. H105-AI3 - FOOTING DESIGN W/ANCHOR BOLT TEMPLATES. OTHER TRADES/SUPPLIERS AS DEFINED ELSEWHERE WILL PROVIDE THE FOLLOWING - "EYEBROW" TAPE FILM OVERLAY, DECALS, FINISH PANT ON COLUMNS - SPANNER SIGNS, CHEVRON LOGOS, CHEVRON WORDMARkS, P O.S. SIGNS - CANOPY LIGHTS, INTERCOM SYSTEM - COLUMN CLADDING. ISLAND VALET, DISPENSERS - FOOTINCS, ANCHOR BOLTS, GROUTING F PLACARD MOUNTED 'Q INTERNALLY ILLUMINATED HALLMARK (BY OTHERS) lOGO LINES UP WITH BOTTOM OF WORDMARK EQ. EQ. r` SERVICE — UNIT (BY OTHERS) NOTE: V THE REFERENCE LINE FOR HALLMARK-21 FACILITIES WILL BE THE BASE OF THE MPD DISPENSER FRAME, AN ADJUSTABLE BASE TRIM PANEL WILL ACCOMODATE FINISH GRADE VARIATIONS OF • 3 1/2". IT IS CRITICAL TO THE IMAGE THAT A ROW OF DISPENSERS BE KEPT AT THE SAME ELEVATION. IF GRADES WILL PERMIT, IT IS DESIREABLE FOR ALL DISPENSERS UNDER THE CANOPY TO BE AT THE SAME ELEVATION. F THIS IS NOT POSSIBLE, THEN THE FIELD MUST SPECIFY THE ELEVATION OF EACH ROW OF DISPENSERS PRIOR TO ORDERING THE CANOPY SO THE CANOPY COLUMNS CAN BE PROPERLY FABRICATED. n 0" -UPPER PORTION OF COLUMN DARK GRAY (GY-210) INTERNALLY ILLUMINATED SPANNER - LIGHTS-WHTE (WH-835)(BY OTHERS) INTERCOM SPEAKER AND CALL BUTTON (TYPICAL 4 PLACES) COLUMN WRAP (BY OTHERS) WHITE (WH-835) P.O.S. SIGN (NON ILLUMINATED) (BY OTHERS) 38'-0" ELEVATION SCA-U/4"-T-0" PRE -FINISHED OFF-WHITE (WH-740) 6 WORMATION PANELr BLUE (BL-370) PO SIGN FRAME, D GRAY (OY-210) STAIN(ESS STEEL WASTE DOOR DARK GRAY (GY-210) INCLUDES+ SERVICE UHT AND DISPENSER WHITE (WH-835) BASE%DARK GRAY (GY-210) REFERENCE LINE (SEE NOTE) ERLAY IC JRMS Chevron 38' X 118' HALLMARK 21 CANOPY Chevron U.S.A InC. ELEVATIONS, REFLECTED CEILING PLAN Retal,Brond Services, San Francisco REVISIONS SCALE AS NOTED DR. TWL/CAS CH. �7 C LNJ 0` DATE:03/15/90 APP. Q I O I _ nn-2 i a 0 Prefinished metal fascia panels BL-370 M Canopy Ceiling, WH-835 19 Recessed H.I.D. Lights Prefinished metal Decal Lettering Foscia, BL-370 WH-835 Aluminum Entrance & Glass Stops, GY-210 Side Elevation Decal Lettering RE-360 24hr. Metal fascia, WH-740 Front Elevation Jk ray & White ecallnline trim Internally Illuminated Wordmark Faces WH-835, Cabinet BL-370 Steel tube column, Pointed GY-210 Internally Illuminated Hallmark I.D. Sign Cabinet WH-740 Illuminated Se f Mode of Service Letters, GY-210 Side Elev. DD Metal fascia. WH-740 White Column Cladding, WH-835 a Spanner IN Guard Posts, WH-835 L Point -of -sole sign cabinet Multi -Grade Dispensers Reflective diag. stripes Non -illuminated 3'x3' Stainless Steel trim Side Elevation 0 Metal fascia, WH-740 Wall, WH-740 Non -Public Access doors Match adjacent bldg. colors Rear Elevation Utility Sales Front Elev. ZA\ Key Plan Internally Illuminated Spanner Cabinet & Faces WH-835 Instruction panel BL-370 Valet windshield service, waste Side Elev. Prefinish Sheetmetal Color Legend Red RE -360 Blue BL -370 Dk.Gray GY -210 Gray GY -450 FOff White WH -740 White WH -835 Chevron 20'-5"x 46'-10'' ISLAND MARKETER Chevron U.S.A. Inc. R,�(oil Brand Services, San Francisco PAINTED METAL WALLS REVISIONS O \ SCALE:I/q"=1'-0: DATE:01/31/90 Q DR. TWL CH. APP.H 130 _,A.W_Y-3 ry k a) CD m 0 m CD N P 0 0 O O O ') 1 E87 (SIM.) _ B PLANTING I 16'-10 1/2' __ 16'-10 1/2' AREA 3 PLAN SCALE: 1/4' = 1'-0' 0.1 4 V I� II II II II II I II � 1 �1 I I i I i _ I - 34'-6' CAR WASH BUILDING FRONT ELEVATION (REAR ELEVATION SIMILAR) SCALE: 1/4' = 1'-0" NOTE: DIVISIONS WILL HAVE THE OPTION TO ORDER CHI d CW2 WITH EITHE TWO SIDE FASCIAS OR TWO END FASCIAS IN BLUE. ORIENTATION OF THE BUILDING' ON THE SITE SHALL DETERMINE. PREFERENCE MUST BE NOTED ON BUILDING: ORDER FORM. SEE i2E`CAx_516H CiV10E }VAµ.NwR�t 2� IMA4E — 9" GREY/WHITE TAPE FILM BY GRAPHICS INSTALLER --LONG FASCIA BLUE tBL-3701 (SEE NOTE. THIS SHEET) —3-0 PVC ROOF DRAIN THROUGH REAR WALL, GEN. CONTRACTOR TO FURNISH d INSTALL CONC. SPLASHBLOCKS AS REQUIRED. -- OFF-WHITE (WH-740) ACCENTED REVEAL AT COLOR CHANGE. FABRICATC TO SUBMIT DESIGN PROPOS FOR APPROVAL o LIGHT GREY (GY-450) O DARK GREY (GY-210) to •r; i Mad• �• OVERHEAD --�� CC('R pvr) copMc DOOR FACE: � 6rltr 64`E�, ALUM tjUM 22'-3- CAR WASH BUILDING EXIT ELEVATION BUILDING SECTION ALE: 1/4- = 1'-0- ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING REMARKS UTILITY CONC. NONE PRE -FINISHED METAL PRE -FINISHED METAL STORAGE CONC. NONE PRE -FINISH METAL PRE -FINISHED METAL WASH e A Y CONC. NONE PRE -FINISHED METAL PRE -FINISHED METAL FINISH PAINTING OF WALLS d CEILING BY GEN. CONTR. SEE SPECIFICATIONS. THIS SHEET n, r. � aFEN � Y�A.LF }K �s(✓��k K . � t YY ti �� 9j s a'J �12 Sj T � E Y 1.0 PAINTING: GENERAL NOTES: 4.01 SCOPE: GENERAL CONTRACTOR SHALL 1. CHEVRON WILL FURNISH AND INSTALL THE PRE-ENGINEERED CAR WASH FURNISH ALL LABOR AND EQUIPMENT BUILDING THROUGH A BUILDING SUPPLIER (B.S.) ALL ITEMS NOT LISTED , TO PRINT ALL INTERIOR SURFACES AS "BY BUILDING SUPPLIER".FOR THE CAR WASH ARE THE RESPONSIBILIT �. OF THE HASH BAY. ALL WORK TO BE OF THE GENERAL CONTRACTOR (G.C.). DONE IN ACCORDANCE WITH BEST PRACTICE AND WORKMANSHIP AND 2. THE BUILDING SUPPLIER WILL FABRICATE AND ERECT THE CAR WASH zb' SATISFACTION OF CHEVRON. PER APPROVED PLANS AND SPECIFICATIONS. 4.02 GENERAL: 3. CHEVRON WILL FURNISH A GENERAL ARRANGEMENT tSITE) PLAN FOR ALL WORK SHALL RECEIVE A FULL A EACH SITE SHOWING SLAB ELEVATIONS AND CURB HEIGHTS. - PRIME AND 2 FINISH COATS.' BEFORE ,APPLICATION OF ANY PAINT. 4. THE BUILDING SUPPLIER WILL FURNISH THE CHEVRON FIELD ENGINEER ALL SURFACES SHALL BE THOROUGHLY WITH AN ANCHOR BOLT SETTING PLAN AND SLAB DETAIL DRAWING FOR CLEANED. NO PRINT SHALL BE EACH SITE. APPLIED IN WET, FOGGY HEATHER, OR HHEN TEMPERATURE IS BELOW S. THE GENERAL CONTRACTOR WILL FURNISH AND SETALL .ANCHOR BOLTS 40 F. PRIMER NOT REQUIRED ON FOR THE BUILDING FRAME. THE ANCHOR BOLTS WILL BE IS' X 5/8- MATERIALS DELIVERED TO JOB SITE DIA. WITH 3- HOOK AND 3- THREAD.THE BOLT THREADS SHALL EXTEND SHOP -COATED. 3' ABOVE BOTTOM OF COLUMN BASE GROUT POCKET. EACH ANCHOR BOLT WILL BE FURNISHED WITH TWO NUTS. 4.03 SPRAY APPLIED COATIND.OF FACTORY PRE -FINISHED METAL SHALL CONSIST 6. THE G.C. WILL FURNISH AND PLACE GROUT IN THE COLUMN BASE OF THE FOLLOHING MATERIALS: POCKETS AFTER THE WALLS ARE ERECTED. THE GROUT MUST BE FINISHED 1. PRIMER - DUPONT 2SP-HS CORLAR FLUSH WITH THE SLAB AND CURB. HIGH SOLID EPDXY (711). DRY FILM THICKNESS S.0 MILS 7. ALL PRE -FINISHED STEEL WILL BE COIL -COATED GALVANIZED STEEL (RED OXIDE) SIGMA 45V 4 5463-Z174 1 WITH TWO COATS OF POLYESTER ENAMEL PAINT. BAKED ON. WITH A 2. INTERMEDIATE- DUPONT 2SP-HS PROTECTIVE REMOVRBLE COATING. THE TOTAL THICKNESS OF THE CORLAR HIGH SOLIDS EPDXY 160001 POLYESTER 'ENAMEL WILL BE ONE 11) MIL. THERE SHALL BE NO OILY - DRY FILM THICKNESS 5.0 MILS RESIDUE ON THE SURFACE OF THE METAL, ESPECIALLY INSIDE THE (BUFF). R S 52.4 1`, WASH TUNNEL (WHICH WILL BE PRINTED BY G.C. AFTER ERECTION). —" 3. FINISH - DUPONT 326 IMRON POLYURETHANE ENAMEL 326Y 67684 B. THE LIST OF ITEMS FOR THE CAR WASH TO BE FURNISHED AND INSTALLED (CHEVRON OFF-WHITE 740 S) OR BY THE BUILDING SUPPLIER WILL INCLUDE: STEEL FRAMING. AND 333-67684 OFF WHITE FOR V.D.C. FASCIA WITH TRIM. ROOF FRAMING, DECKING, TURBINE VENT, FLASHING. CONFORMATION. DRY FILM DRAINAGE d ALL DOORS*, AND FINISH PAINTING OF STEEL FRAME. AMONG THICKNESS 2.0 MILS.SKir+AWK * 5 5 ZA- (% THE ITEMS SPECIFICALLY NOT FURNISHED BY THE BUILDING SUPPLIER ARE: ANCHOR BOLTS AND NUTSi GROUTi AND CONCRETE WORK] ANY 4.04 NCS.I d 2 ABOVE MAY BE APPLIED BY ELECTRICAL PLUMBING, OR OTHER MECHANICAL WORKi ANY SIGNAGE• OR ml BRUSH OR ROLLER IN MULTIPLE COATS ANY CAR HASH EQUIPMENT. UNTIL DESIRED FILM THICKNESS IS ■ NOTE: THE OVERHEAD DOORS MAY BE DELETED WHEN THE BUILDING IS 1 ACHIEVED. ORDERED. �. v� 4.05 SURFACE PREPARATION: 9. CHEVRON TO PAINT INTERIOR OF CAR WASH UPON COMPLETION OF SSPC-SP 2-82 HAND TOOL CLEANING ERECTION BY BUILDING SUPPLIER. AND/OR SSPC-SP 3-92 POWER TOOL Q CLEANING. 10. ALL STRUCTURAL STEEL SHALL BE PREPARED AND PAINTED PER CHEVRON i SPECIFICATIONS. ANY STRUCTURAL METAL EXPOSED OR IN WALL OF CAR 4.06 EXCEPT FOR ABOVE. OTHER PROVISIONS HASH TUNNEL WILL BE EITHER HOT -DIPPED GALVANIZED. ALUMINUM OF CHEVRON CONSTRUCTION OR STAINLESS STEEL. SPECIFICATIONS, M.O.S.-243 SHALL o RPPLY. cn rs Le_e r— �l 2EF. ow&5 : el -HQ -544 'fa _r;" '�/llrfe 61- HtQ -a714 IS " VO1S:7" O Q 2 REFERENCE DHGS. FOR CH-1 (METAL) 1. FOUNDATION DESIGN IS PROVIDED BY BUILDING SUPPLIER. FOR RELATED WALKS, CURBS. RECLAIM TANKS. REFER T0: UUr 150-Fol , s�z o2 Fo3 F NUAIIUN PLAN 6 SECTIONS 2. FOR RYKO CAR WASH SYSTEM. 1415O-Y7O1 , PLUMBING DHG . HtSo-Eoi elOZ o2Ep3 ELECTRICAL OWb. 3. FOR NU -STAR CAR WASH SYSTEM. Ri5o LTOz. PLUMBING OWG. F+150- eno" E05 00- eoro ELECTRICAL UNG. Chwron CW-1H METAL CAR WASH BUILDING BLDG. PLAN. ELEVATIONS & SECTIONS Chevron U.S.A. InC. rn Retail Brand Services San Francisco di ul C7 REVISIDNS AS NOTED DRTE:8/19/88 co R�vlSr� Fq,rrn^/G-, OtuTevgep RENCEToSCALE: Dt.Y6•W4. R( (1XEO HE�wT OF Ala..) A1r�6ts ' sEt DR. HGG CH. APP. 405(0 RWfW65• iI9 TiM 4 4. FOR PA1NTrN; AND LETTERING STANDARDS: Q S x 3. nA,x ^.' 4 .ry 4" � .I , .yes ✓ r III i I , I - i I ,.,- 1. ... - -. ... .... LL O Z_ III O - 6" (MIN M .) ) _ I. 4' 6' (MIN. ( ) ~ Z LJ THICKENED SLAB THICKENED SLAB >I > J I I MANHOLE W O Z 0 tZ Q > a I (2) TANK SLAB SECTION V C Al MARK TANK SIZE IN NUMBERS k LETTERS IMPRESSED IN CONC. 3' HIGH k 1/4" DEEP e EACH TANK FILL BOX. ("I-) SLAB AND REINFORCING PLAN SCALE: 1/2"=1'-O" 18" 0 MANHOLE m 46" TYP. V-10" TYP. MANHOLE SCALE: 1/4"=1'-0" CLEAR (TYPICAL) BAR ® 18" O.C. ,H WAY. 0 MANHOLE 11 EXTRA FULL LENGTH BAR TO COMPENSATE FOR INTERRUPTED BAR (TYPICAL) 2-#6 BARS, 9'-0" LG. EA. SIDE OF MANHOLE 2-#6 BARS, EA. SIDE OF MANHOLE —2'-0" MIN. (TYPICAL) 0 EQUIPMENT DESCRIPTION1 PART NO. EOUIlPMENT ITEM SUPPLED BY CONTRACTOR OTOP SEAL CAP OPW-634--TT-4 TOP SEAL ADAPTOR (BRONZE) OPW-633-T-8076 2 PRODUCT TAG HOLDER OPW-107-4" 3O 12" DIA. LIQUID TIGHT FILL BOX EMCO-WHEATON A1003 i� 1 OPW OPW1 W/ CAST IRON LID OVAPOR RECOVERY CAP OPW-1711-T-3 VAPOR RECOVERY ADAPTOR OPW-1611-AV O 12" DIA. MANHOLE OPW-104-A (STANDARD LID) VENT VALVE ASSEMBLY OPW-233-VM EXTR. FTG. 90% RESTRICTION OPW-53-VML-180 FLOAT VENT V OFLEXIBLE CONNECTOR -TURBINE, VAPOR, VENT 11 TITEFLEX 2"X24" MALE BY FEMALE "SOILSAFE 20" MODEL 111393-32-0240 2"X24" MALE BY FEMALE TELEFLEX MODEL 60-10482 BO FLEXIBLE CONNECTOR -DISPENSER TITEFLEX 1-1/20X24" SWIVEL MALE BY "SOILSAFE 20" FEMALE MODEL 111450-24-0'. 1-1/2"X24" SWIVEL MALE BY TELEFLEX FEMALE MODEL 60-10481 O9 FLEXIBLE CONNECTOR ISOLATION BOOT L (USE W/ TELEFLEX) 10 12" DIA. MANHOLE 11 36" DIA. MANHOLE 12 18" DIA. MANHOLE 13 MONITOR BOX 14 LOCKING MONITOR WELL CAP 15 CONTAINMENT SUMP TOTAL CONTAINMENT SR 111-466-1-0240 60-10523-0240 -104-AC (SECURED LID) 236R 104-MW D-WHEATON A721 WHEATON A720 1/777 7--T7-/-7; 7A 66) 14" ALUMINUM FILL TUBE IOPW-61-T I PRODUCT TAGS TAG-41 BO MONITOR TAG TAG-62 CO FRP TAG TAG-40 OD TANKS DOUBLE WALL XERXEERXE GALLON SFIBERGLASS O/C -FIBERGLASS O ANNULAR SPACE MONITOR CONTROL BOX fpi/RONAN X768 F CONTAINMENT SUMP PROBE API/RONAN LS-3 GO ANNULAR SPACE PROBE API/RONAN LS-7 O TURBINE PUMP RED JACKET 1 1-1 H.P. F / 2 H.P. Oj PISTON LEAK DETECTOR RED JACKET 1166-030 O 0 5 BILL OF MATERIALS Chevron M-L OF MATERIALS, TANK SLAB PLAN, Chevron USA. Inc. SECTION AND DETALS, Retail Branded Services San Rmdsm G "0 C" FIBERGLASS EQ'D 1 12,000 AL. / p -- --- REVISIONS DOUBLE —WALL TANK pj I SCALE: AS SHOWN DATE:10/16/89 0 P i -- -- DR. CH. A P. O r O F _ mPf 4 5 dm�hn+r 9 2' 0 GAL% PIPE, PRIM WRAPPED 2' 0 GALS THREADED FEMALE COUPLING CONCRETE COLLAR-F W/ YARD SURFACE 2' 0 GALV. 2' FRP NP1 BELL k MALE. 0• I I OVERALL DIMENSION — DETERMINED BY NUMBER OF RISERS AND/OR LOCAL CODE. 1/4' BEVEL BUTT — WELD -SMOOTH. 4' 41 TUBE FRAME— 2' 0 SCH. 40 PIPES - (PRIMED AND WRAPPED BELOW GRADE) PIPE COUPLING (TYP.) CONC. COLLAR 12' 0 CONCRETE FOOTING, SLOPE AT TOP (TYP.) 1-1/2" INLET-(3) , 1/2" CONDUIT (SPEAKER OPTIONAL) 11/16- DIA. HOLES-(4) THIS VAPOR LINE OMITTED ON SINGLE SIDED DISPENSERS —1 N.P.T. ; \ 3/4" X 1-1/2" SLOT, (B) (WITH OPTIONAL 47271— 1" CONDUIT VAPOR RECOVERY MANIFOLD ONLY) OMULTI -GRADE DISPENSER BASE ( F Armic'N E ) SCALE: 1-1/2"-1'-O" / VENT RISERS, SEE SITE PLAN FOR ACTUAL LOCATION. INSTALL MAXIMUM SLOPE FROM TANK UP TO VENT RISER. (MIN. SLOPE 1/4"/FT.). �71�il�1 N.T.S. �- 2' PRESSURE RELIEF VALVES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL CODES. ASTEN VENT RISERS SECURELY TO FRAME WITH i2 PRE —FORMED H UNISTRUT BRACKETS. DO NOT LOCATE VENT RISERS WITHIN: • BUILDING OR BUILDING COLUMNS • r • 3'-0' OF NEON ELECTRODES OR JUNCTION BOX • V-0' OF ELECTROUERS OR ELECTRIC SIGNS • 25'-0' OF EVAPORATOR COOLERS OR HEATING FLUES • 25'-0' OF AREAS FREQUENTLY OCCUPIED BY THE PUBLIC, SUCH AS PHONE BOOTHS. AIR/WATER REELS, BUS STOPS, ETC. 2" 0 V.R. 3" 0 V.R. 2" 0 VENT LINES. SLOPE 1/4" PER FOOT MINIMUM DOWN TO TANKS. 3' 0 V.R. SLOPE VAPOR RETURN LINE 1/4' PER FT. MIN. DOWN T03 REGULAR TANK. 0 miOl� SUPREME 3" 0 V.R. WELL„ SEE C) H07O— T05 H070—TO@ O1 UNC PIPING RUNS TO BE LOCATED OUTBOARD OF PUMP BLOCKS (EXCEPT AS NOTED) 0 w6f) , INSIDE LOCATION OF PUMP BLOCKS RESERVED FOR U.G. CONDUIT. --�� MI M i UkizcD 2' 0 V.R TANK RISERQISOLATION :OOT 40 FRP BELL X • •COUPLING. 45' ELBOW CONNECTOR O • • 3 EXTRACTORI FRP O PHASE II VAPOR LINE CONNECTIONS (PLUS UNLEADED AND SUPREME UNLEADED) i r , / 1 MIN. RAD. 4 1 /2" / UI y�A�EU PIPING ISOMETRIC NO SCALE —�" RISER OISOLATION BOOT 0 V.R. UMIA 2" 0 PRODUCT LINES. SLOPE 1/4" PER FOOT (MIN.) FROM DISPENSERS TO TANK. SEE SITE PLAN FOR EXACT LOCATION OF STORAGE TANKS. 2- SCH. 40 FRP BELL X THREADED MALE COUPLING. SLOPE DOWN TO TANK 1/4" PER FT. MIN. 2" 0 FRP 90' ELBOW Mum __X CONNECTOR O 0 FRP EXTRACTOR FITTING (6) PHASE II VAPOR LINE CONNECTION (UNLEADED) Y 0 NOTE: FIBERGLASS SUMP SHOWN IN SECTION FOR CLARITY. UNION (FURNISHED BY DISPENSER MANF) 17 SHEAR VALVE 1—`1/2"0 PIPE RISER (SHEAR SECTION FLUSH WITH TOP OF CONC.) TOP OF PUMP PRODUCT TAG BLOCK (OR DRIVE STABILIZER BAR SLAB —SEE PLANS) EMBEDDED IN CONC, 6 PREFFERED I 4" MINIMUM " d 8" MAXIMUM OD • i' '. . 7q • a MIN. RAD. , 4 1 /2" � FLEXIBLE ' CONNECTOR. MALE SWIVEL BY FEMALE. I O9 ISOLATION 1300T CLAMPED AT BOTH 4" 4' ENDS. 2" FRP ELL 2' FRP BELL Ac 4 2" FRP THREADED MALE PRODUCT COUPLING.l` SHEAR UNION FURN. BY I 1 1/2" X 1' REDUCING RING. DISP. MANUF. BUSHING 1" 0 PIPE (CAP OFF FOR RISER. .8 FUTURE USE) MIN. RAD. i 4 1 /2- d�. O 1-1/2"0 X 24' FLEXIBLE 2' FRP BELL & THREADE CONNECTOR. MA L E SWIVEL BY FEMALE. � 'A ;, MALE COUPLING. s1 9 ISOLATION BOOT " VAPOR RECOVERY CLAMPED AT BOTH ENDS. 44 DISPENSER PIPING SCALE: 3/4"-1'-0" 2" FRP PIPE 2" FRP TEE 2" FRP NIPF 2' FRP 45' SLOPE PIPING DOWN TOWARD U.G. STORAGE TANKS 1 /4" PER FT. MIN. NOTE: ALL CROSS OVER PIPING TO BE MADE NTH TEE, (OR 90• ELL) SHORT NIPPLE AND 45' ELL. O5 PIPING CROSSOVER NO SCALE 4 NOTES: ' 1. PIPING PLAN AND SECTION ARE SHOWN WITH COMPOSITE STEEL TANKS. PIPING FOR FIBERGLASS TANK INSTALLATION IS SIMILAR. SEE PLANS FOR SPECIFIC TYPE OF TANK INSTALLATION AT THIS LOCATION. 2. PIPING PLAN SHOWS TYPICAL PIPING FOR MULTI —PRODUCT DISPENSERS. SEE PLANS FOR SPECIFIC TYPE OF DISPENSERS TO BE USED AT THIS LOCATION. 3. O SYMBOL INDICATES ITEM SPECIFIED ON THE BILL OF MATERIALS, SEE SHEET H070—COl FOR COMPOSITE TANKS AND SHEET H070—CO2 FOR FRP TANKS. Ckevron TANK AND PIPM ISOMAE FOC & DETAILS Chevron USA. Inc. PHASE I & d VAPOR RECOVERY Retail Branded Servioes San Fratism - CALF. 1/4 REVISIONS 0 i v to y G " Q _ a k DESIGN CRITERIA 1.25 DURING EXCAVATION, 1.50 AFTER COMPLETION COMPOSITE TANK - SAFETY FACTORS - i� mob` CONCRETE STRENGTH - fc = 2.0 kSl k 'k 9M 4 ', 0. REINFORCING STEEL - GRADE 40 WT. OF PEA GRAVEL BACKFILL : DRY - 100 PCF SUBMERGED - 63 PCF WT. OF CONCRETE DRY - 150 PCF SUBMERGED - 87.6 PCF BUOYANCY DISPLACEMENT X 62.4 P.C.F. BURIAL : 4'-0" WATERTABLES 0 3'-0" BELOW TOP OF TANK SLAB © AT BOTTOM OF TANK SLAB OI 8'-0" f DIAMETER DOUBLE WALLED F.R.P. TANK SINGLE OR MULTIPLE INSTALLATION. 10'-O" O WATERTABLE O 3'-8" , 6" o " PER LINEAL FOOT OF TANK Ftmm `O BUOYANCY 50.26 X 62.4 = 3137 # IIIIIIIII n r TIGHTEN---,.,\ TURNBUCKLE 3 CABLE CLAMPS (TYP-) HOLD-DOWN STRAP PROVIDED BY TANK MANUFACTURER. (TYP.) �J WT. OF CONCRETE 10 X 75 = 750# I of ANCHOR LOOP SEE - WT. OF TANK = 200 a DETAIL THIS SHEET. VOLUME OF DRY BACKFILL 10+9.06 X 3.0 = 28.60 CU.FT. 2 STORAGE TANK HOLD-DOWN ASSEMBLY WT. OF DRY FILL 100 X 28.80 = 2860# 8'-0"0 ---------- VOLUME OF SUBMERGED BACKFILL (FOR COMPOSITE TANKS ONLY) 9.07+8 50.26 1 HOLD-DOWN ASSEMBLIES 2 X 4.5 - - 13.28 CU.FT. 2 WT. OF SUBMERGED BACKFILL 63 X 13.28 = 836# EW = 4646# = 1.48 X BUOYANCY 1.50 .'. O.K. NO HOLD DOWNS REQ'D. WATERTABLE O 6" O U75SQ.*FT* \\ USE 12" X 12" R/C LOG \\ 2'-0" BETWEEN TANKS AND \\ MIN. AT SIDES. \\ VOLUME OF BACKFILL 12" 2 X 6.75 + 24.16 + 18.2 = 55.86 CU.FT./FT. LW = 750 -r 200 + 55.86 X 63 + (2 X-87.6) = 4645# �\ SAFETY FACTOR 1.48 OK. \� BALLASTING DURING EXCAVATED CONDITION PERMITTING FITTERS TO WORK SAFELY ON TOP OF TANK: (FOR SINGLE OR MULTIPLE TANKS.) WATERTABLE 2' MAX. IN EXCAVATION VOLUME OF BACKFILL ABOVE q : 4 X 8 - �¢=6.87 CU.FT. WT. OF BACKFILL 6.87 X 95 = 653# WT. OF TANK 200 EW=853# WITH 2'-0" WATER IN EXCAVATION BUOYANCY 9.82 X 62.4 - 613# SAFETY FACTOR 1.39 OK. DESIGN OF BALLAST "LOGS" (12" X 12") MAX. ! = 32'-6" W/ PICK UP O END POINTS Mah = 1/2 X .15 X (5.75?= 2.481K Aa - 2.48 .15 2- #5 (TOP) 1.76X9.5 Mmax = 6.61KAa 6.6 1.76X9.539 2- #5 (BTM.) USE #2 TIES O 18" O.C., # 4 "LOOPS" O PICK-UPS. 9'-5" DIAMETER PLASTEEL COMPOSITE TAN a WATERTABLE O 5'-0" NEAL FOOT OF TANK o B (69.64-3.97) X 62.4 = 4098# WT. OF CON C 11.4 X 75 = 855 # WT. OF TANK 670 # VOLUME OF DRY BA 11.42 + 10.32 2 X (4.5 = 44.95 CU.FT. -� WT. = 44.95 X 100 = 44951 VOLUME OF SUBMERGED BAC 10.32 2 9.42 X 3.7 - 69.62 = 5.67 CU.FT. --- WT. = 5.67 X 63 = 357# E W - 6377# = 1.55 X BUOYANC NO HOLD DOWNS. (� WATERTABLE O 6" USE 12 X 12 R C LOG BETWEEN TANKS AND AT SIDES. VOLUME OF BACKFILL 2 X 7.625 + 27.79 + 22.84 = 65.88 CU.FT. E W = 855 + 670 + 65.88 X 63 + 87.6 = 57 SAFETY FACTOR 1.33 OK. BALLASTING DURING EXCAVATED CONDITIO RAD. 1" Ll IL . 3- RAD. 21' MAXI 2 � � ILJI Ia 4" " (12"SQ. X 32'-6") ANCHOR LOOP TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS NOS *PICK-UP POINTS SHALL B E USE HOOKED #4 BARS ANCHOR LOOPS. *REFER TO TANK DWG'S FOR LO MAX. LOAD 325 X 150 = 2438# STRAP FASTENING HOOKS. WHICH DIP GALVANIZED. Fa = 22�8 = 6095 PSI *TOTAL BALLAST LOG LENGTH SHALL L„ TANK LENGTH. (USE SECTIONS AS F ��rrm LOG (TYP) .87 Ar ATERTABLE 2'-0" A�9 G WHERE REQ'D. a 21' MAX.I'd-5'-9" MAX. 1 -6" MIN. 11'-5" BACKFILL ON TOP OF TANK 9.55 SQ.FT.--907 WT. OF TANK 670 # T W = 1567 # WITH 3'-0" OF WATER IN EXCAVATION BUOYANCY 19.1 X 62.4 = 1192 # SAFETY FACTOR 1.31 OK. POINT. 5'-9" MAX. V-6" MIN. OUTER KANCHOR BE HOT- -DOWN LOG FRP DOUBLEWALL--may UNDERGROUND TANK 5 CLIPS REQUIRED METAL CABLE 'jJ EYELET. -1/2" WIRE ROPE (TYPICAL) 3 CLIPS REQUIRED O 3" O.C. (TYP.) CABLE CLAMP DETAIL CABLE CLAMPS O GUIDE SEE DETAILS. OLD DOWN IIII STRAP 2'-0" STORAGE MIN. I (- TANK I I 12" 12" -3 CABLE CLAMPS (TYP.) ANCHOR LOOP. - SEE DETAIL THIS SHEET. TIGHTEN FRP DOUBLEWALL UNDERGROUND TANK PULL CABLES (AS SHOWN) TO TIGHTEN & HOLD W/ 3 CABLE CLAMPS. TIGHTEN HOLD-DOWN STRAP PROVIDED BY FRP TANK MANUFACTURER (TYP.) a LOG STORAGE TANK HOLD-DOWN ASSEMBLY (FOR FRP TANKS ONLY) 4`____�ANCHOR & PICK LOOPS -SEE DETAIL AT -UP RIGHT (TYPICAL) Q� '0 #2 TIES O 0 18" O.C. - 5-#5 (TYP.) LOG SECTKNV a 3 CABLE CLAMPS (TYP-) 12" PULL CABLES (AS SHOWN) TO TIGHTEN & HOLD W/ 3 CABLE CLAMPS. HOLD-DOWN STRAP PROVIDED BY FRP TANK MANUFACTURER. LOG ALTERNATE STORAGE TANK HOLD-DOWN ANY (USING PRECAST CONCRETE FOUNDATION PILES) NO SCALE ANCHOR LOOP DETAIL RAD. RAD. 175 f2 TIES (TYP.) II II I II I III 12" X 12" HOLD DOWN LOG FOR USE O SINGLED -III-III-I AND MULTIPLE TANK INSTALLATIONS OR AS INDICATED. 2 HOLD-DOWN LOG LOCATIONS SCALE: 1/2"=1'-O" 3 HOLD-DOWN LOG REINFORCEMENT DETAILS SCALE: 1"=1'-O" 20'-5" OVERALL LENGTH SECONDARY TANK (10,000 GALLON) 31'-11 1/4" OVERALL LENGTH SECONDARY TANK (10.000 GALLON) 30'-9" OVERALL LENGTH SECONDARY TANK (10,000 GALLON) (24'-5") �I TANK AND LOG I (3T-5 1/4") TANK ANn i nc (36'-3") A. _-- B. I I 1 2� 6'-4" 13'-2 1 " 3'-2 1 6'-4" /--ANCHOR LOOP (5'-2 i/2") 5'-2 1/2") DOWN LOG 10'-8 1/2" "SHORT LOG" 10'-8'1/2" "SHOE (11'-2 '1/2-) (11'- 2 1/2-) AL LENGTH OF ONE "LONG LOG" 21'-5" OR COMB. OF TWO (25-5") PLASTEM_ COMPOSITE TANK NOTE: 1. PICK-UP POINTS FOR LOGS SHALL BE THE OUTER LOOPS. 2. REFER TO SHEET 81-HQ-172 FOR TANK HOLD-DOWN INSTALLATION SPECIFICATIONS. 14 STORAGE TANK HOLD DOWN LOGS (6'-9 7/8 ) I I o-ai i o a-4 i z Z-Y- 2"-T' 8'-4 1/2- 5'-11 1 8" (6'-9 7/8") (6'-11 3/4") ANCHOR LOOP (TYP.) (4'-11") 4'-11") (6'-it 3/4") HOLD DOWN lOG (6'-9") 16'-5 5/8" (SHORT LOG) 16'-5 5/8" (SHORT LOG) (19'-2 5/8") (19'-2 5/8") (TOTAL LENGTH OF ONE "LONG LOG" 32'-11 1/4" OR COMB. OF TWO "SHORT LOGS") (38"-5 1 /4") XERXES TANK DUAEN810NS N PAFEITFESEB ARE FOR 1$000 GALLON TANK& VERIFY LOCATION OF TANK HOLD DOWN STRAPS WITH MANWACTLF4ffl BEFORE FASMATION OF HOLD DOWN LOGS. SCALE: 1/4"=1'-O" T J Q O a. Q W cy 0 Q LJ vww � v%n rw T%A i Pula% chmm UNDERGROLM TANK HOLD-DOWN LOG Chevron USA. Inc. NSTALLATON AID CALCULATIM. Retail BFanded Services San Fmcisoo REVISIONS O I DATE: /0-/6-£39 CD APP. Y O Pool, 201 170:Kv z INSTALLATION INSTRUCTIONS: 1. INSERT FISH TAPE THROUGH ANNULAR SPACE. 2. ATACH PULL -STRING TO LS-7 40 TOP SEAL 3. TAG SIGNAL CABLE AND PULL STRING EACH ADAPTOR Ac of 18 FEET FROM LS-7 (TYPICAL FOR 4" CAP 8 FOOT DIAMETER TANK). 4. ATTACH FISH TAPE TO PULL -STRING 5. PULL LS-7 THROUGH ANNULUS. ----JUNCTION BOX 6, MATCH TAG MARK ON SIGNAL CABLE I. AND PULL -STRING. 4" RIPPLE-- 7. LS-7 NOW POSITIONED BOTTOM 12" MANHOLE W1 J CENTERLINE OF TANK. SECURED LID�15) PIPE CAP MONITOR TAG & HCLDEROO LIQUID TIGHT TIGHT �-PRODUCJ TAG FILLBOX. O & HOLDER(2(X) 12- 0 MANHOLE--- —CAP NEW CONDUIT, INSTALL -W/ 9- SKIRT CAP ON RISER 36" MANHOLE CONDUIT TO PERMIT 4" 18" 0 MANHOLE 12 INSTALLATION OF FUTURE -VAPOR RECOVERY 2" CLOSE NIPPLE i-BOX. ADAPTOR AND CAP TOP OF 2' UNION RISER ---- - -FUTURE EXPLOSION PROOF 2" NIPPLE— JUNCTION BOX. -7 MIN. 3 MIN. T 4" MAX. 4" MAX. 2" PLUG PEA GRAVEL PIPE CAP WITH HOLE FOR CONTROL WIRES _-_-4" SCH. 40 NIPPLE _4" SCH. 40 NIPPLE 6' MAX 4"-300# i.:.SC ., r .. ,.. u. .. ... ..._d'.. '+'., .r, ,. .. .. a ...� .+n.,i ., s --I-,—.,, , r ,. ... i r .....,. r a rvr 1.":: n:F[ + ,..,,, .: .. ::, .. ci : Irr , - , I" ,I. _ .., .. _._,,. : . ,... a .:, ,ter... s, .. . ,, .. .. 7„—' ,:� ,1 Y I� a. ... v c .... , .. . `i ":.:qr 4T +. i':'. 1," .. .... ..:,.. ,.n ,. I 11. I.i I I, t,i,v:.1. m .' r, - ;' ;. .. 1 L. I 4 '. 1, I` I _ I ,, ,VI S. ,, ..I; t .::.. r .. `. _.. 11 ,.. .. ._.... ,. ,. ..- .. ... ... a.,... : 1 ,:. !. u' - e '�. .<.-_. . .,:. ,.., ',. ,. .w. , w _ +', a .,, 1. 6: ,I 11 .' .. r. .. 1 ... 1. 'I i r 1 , _: .n. _, ... , ."n . v 'i' .. , ,. f. ,. r. .. , .. :: k :,' a I'. ::, ..., .. ..... , w ...1,. %• 1;1 ... . " ,; I I, ... e 4 , r r I. 10 e 6 11 ",F i''.� r x #k s r i3 "i 11— , 11 01 GENERAL REQUIREMENTS These General Requirements apply to all sections of the specifications as if stated separately in each section. COMPANY REPRESENTATIVE: The Regional Manager or Representative authorized by him, hereinafter referred to in these specifications as Company Rep. STATUS OF COMPANY'S REP: Company Rep. has authority to make eN decisions regarding work performed under this contract. WORK INCLUDED: All labor, material, utilities and equipment required for full performance and completion of work herein specified or shown on accompanying drawings, including procurement of and payment for all necessary permits, utilities, etc. unless otherwise noted on the plans or specifications or specified by Company Rep. , DOCUMENTS: Drawings and specifications are cooperative. Execute work indicated in one as if indicated in both. Work not detailed or specified must be some quality and type as work detailed or specified. Contractor shall verify all dimensions and conditions on the site. Report at once any discrepancies found between drawings, specifications and site conditions for adjustment by Company Rep, before starting work in question. Under no circumstances should work in question be started if a discrepancy is discovered after award of Contract. Terms of contract apply to this work. Contractor to keep a complete set of drawings and specifications and any pertinent supplemental documents on the job at all times. When the word PROVIDE is used on drawings or in specifications, it shall be taken to mean "Furnish and Install." LAWS, CODES, ORDINANCES AND REGULATIONS: Laws, Codes, Ordinances and Regulations which apply to this work must be rigidly followed. Determine handling of any variations between plans or specifications and governing ordinances, etc., with Company Rep. before starting work. PRECAUTIONS: Protect adjoining property, earthwork, trees, etc., from damage and give proper written notice of proposed work to adjoining property owners. Repair any damage to adjoining properties caused by this operation to satisfaction of Company Rep. Protect completed work I from damage until accepted b Company 9 P Y P Y Rep. ` I o U 11 1 ,;, r kpc v?,, T ,` Y ^ „r a" �h :s�' f 4',': !�� ti TYary CE 0 0� y o I � ^0an : 1 `� 00 s(L MATERIAL: To be new, purchased locally if possible, and of brand herein specified. Brands and grades specified are approved and included to establish type and quality requirements. If Contractor would prefer to substitute brands and grades that are equal to those specified, information on proposed substitutions must be submitted to Company Rep. prior to procurement to determine acceptability to Company. SUPERVISION AND COORDINATION: General Contractor is responsible for progress, execution and quality of Subcontractor's work and is to coordinate and expedite procurement of materials and performance of work of respective trades and Subcontractors. General Contractor to have the some qualified responsible representative who understands and speaks English fluently on the job at all times, including time of final inspection. General Contractor is responsible for establishing and maintaining all lines, levels and grades shown on plans or otherwise required. General Contractor to maintain site in accessible condition for other trades and contractors. RESPONSIBILITY: The Contractor accepts full responsibility for proper handling and installation of the fiberglass reinforced plastic (FRP) or composite underground tanks and FRP piping, and shall ensure that good workmanship, practices and construction procedures are followed during the handling and installation of the tanks and piping. The Contractor is responsible for inspection the tanks for damage upon receipt at the job site. Note any visible damage on the delivery receipt. The presence of the Company Rep, onsite does not relieve the Contractor of the responsibility for proper tank handling, installation, and safety measures. TESTING AND INSPECTION: The nature and type of tests and/or inspections to be conducted, in addition to those specifically called for on the plans or in the specifications, will be listed by Company Rep. under "Scope of Work." The cost of such tests will be paid by the Company. If the Company Rep. determines, during the course of construction, that additional inspections or testing, whether by Company Rep. or a testing agency, are necessary, the Contractor shall cooperate in making arrangements for such tests. If work in question has not yet been installed and questioned material is satisfactory, payment for the test shall be made by Company. If the material is unsatisfactory, it shall be replaced at no additional cost to Company, and the cost of the test shall be paid by Contractor. For work already installed (which must be uncovered in order to be tested), if it is defective, the Contractor shall bear the expenses of such uncovering, testing, inspection and replacement of defective material or construction. If the work is not found defective, Contractor will be allowed an increase in the contract price or an extension of the contract time, or both, directly attributable to such uncovering, testing, etc. SAFETY: Contractor shall perform the work in accordance with safe practices, taking all reasonable precautions to protect the Facility and adjacent facilities, workmen and the public and providing, , where reasonably necessary, barriers, guards, temporary bridges, lights and watchmen. While on . the premises of Company or its affiliates all of Company's safety rules shall be strictly observed; .`; in particular, smoking shall be limited to such locations and occasions as are specifically authorized in writing by Company. Contractor shall not perform or permit any act on the `;; premises of Company or its affiliates which involves a fire or explosion hazard, including � h ttin and disposal of debris b burning without prior written consent of 11 welding, tort cu g p y 9, P Company. .fie 'A , _,;; „ ,. " WARNING' Tests indicate that prolonged or repeated exposure to petroleum substances, in liquid or vapor form, may be harmful, Refer to Material Safety Data Sheets for specific information .;, on various petroleum products. I "t s° ,- XI II 02 EXCAVATION AND BACKFILL ,tea �(Supplement to Construction Specifications,M.0.S.243) �P r ' � t , . �` , k , > ; , , REMOVAL OF EXISTING TANKS AND PIPING SYSTEMS (When Required): Contractor, as part of the contract, will execute and comply with the Company's "Addendum Tank Disposal Certification Agreement." .1 11 .. All tanks and piping shall be removed and disposed of in accordance with the Addendum Tank '5, Disposal Certification Agreement and applicable state and local regulations. I4, Removal of tanks and lines shall comply with API Recommended Practice 1604. Removal and Disposal of Used Underground Storage Tanks - December 1987 and March 1989 supplement Company Repr will be responsible for removal of all reusable product. ry } Drain product piping into the tank or separate container(s), being careful to avoid any spillage i . Flush each product and vapor recovery line with a minimum of 10 gallons of water. Excavate to the top of each tank. Care must be taken to prevent breaking any piping. Prior to starting excavation, the contractor shall ensure power is shut off to any circuit, whose conduit may cross the excavation. ) The tank must -be free from flammable vapors prior to removal. One method is to remove all 11, tank fixtures, except for the tank vent and place solid carbon dioxide (dry ice) in the tank. A minimum of 1.5 Ibs per 100 gallons of tank capacity must be added. Plug all tank openings except the vent and allow the tank to vent. After tank venting, the vapor space shall be tested by placing the combustible gas indicator probe into the fill opening with the drop tube removed. Readings should be taken at the bottom, middle and upper portions of the tank' The tank atmosphere must be 207 or less of the lower flammable IimFt prior to removal. Refer to the probe manufacturer's instructions for testing in low oxygen conditions. ty� �,." a i, is u` Y' , ,i. ^. s 4 f$ 3 +,'. r' " 1 ;' y .fit - # �'N , y -", .—_ ,w r..yf+ Y, , , Prior to removal, all tank openings should be plugged. One plug should have a 1/8" vent hole to prevent excessive pressure buidup. This vent hole must face upward at all times. Plug any corrosion caused holes using screwed boiler plugs. All U.L. Labels shall be removed and given to the Company Rep. All tanks must be properly labeled prior to transportation from the site. Transport of the tanks must be done in accordance with all state and local regulations. Follow any state or local regulations regarding soil samples or inspection of tank hole and/or tanks. When free product is found during any phase of the removal of underground tank(s) or piping' system(s), immediately notify the Company Rep. EXCAVATIONS: Excavate only to the depths required by the plans, or as instructed by Company Rep. If unexpected water condition or rock is encountered, immediately contbet the Company Rep. for instructions bettors proceeding with the excavation. TANK HOLE SIZE IN STABLE SOIL: Size excavation perimeter to allow 24" minimum between tanks and 24" minimum between tank sides and end caps and the wall of the tank hole. TANK HOLE SIZE IN UNSTABLE SOIL: Unstable soil is defined as having less than 750 lbs./ sq. ft. cohesion, as calculated from an unconfined compression test, or soils with an ultimate bearing capacity of less than 3,500 lbs./sq.ft. Loose sand, muck, bog, peat, swamp or landfill where soil is soft ore generally considered unstable soils. Size excavation perimeter to allow 24" minimum between tanks and a minimum of half the tank diameter between the tank sides/end caps and the wall of the tank hole. Filter fabric will be used to line tank hole for FRP tanks in unstable soil. Permanent shoring may be used to stabilize the walls of the tank hole, at the discretion of the Contractor and/or Company Rep. If permanent shoring is used, follow "Stable Soil" size criteria. Refer to "Alternate Backfill Materials," below. DEPTH OF TANK HOLE: Contractor is responsible for establishing the tank hole depth, considering the length of piping runs, to the pump blocks and vent risers, pipe burial depth, yard slope and the following criteria (Measure at the Remote Pump opening) 1. A minimum of 12" of backfill material is required under the tanks. 2. FRP: The minimim depth of cover is NO" and the maximum is 7'O". Composite: The minimum depth of cover is 1'6" and the maximim is 5'0". 3. Pitch the product lines 1/4" foot from the pumpblocks towards the tanks. Piping pitch should never be less than 1/8" per foot. 4. Pitch the vent and vapor return lines 1/4" per foot towards the tanks. Piping pitch should never be less than 1/8" per foot. 0. 5. Minimum of 1/2 pipe diameter separation at crossovers. - SAFETY REQUIREMENT: No person shall enter a tank hole excavation below the 5 it. deep level . unless the walls are shored or side sloped as prescribed by current OSHA regulations. No exceptions. State or local requirements that are more restrictive than Company specifications are to be adhered to as though specified in Company specifications. The Contractor is responsible for any design, materials, equipment, permits, etc., for stpring or side sloping a hole. FILL AND BACKFILL( All fill material shall be of a granular nature, free from vegetation and extraneous material. Company Rep. shall inspect and approve the material before it is spread, Spread material in lifts not to exceed 12 inches and tamp thoroughly. When required by local code, General Contractor shall provide a compaction test for certification of fill. BALLAST: Use water as ballast under all conditions where ballast is required. DRY HOLE CONDITION: Tanks, with backfill to top of tanks, must be ballasted if there is any chance that surface or subsurface water will enter the tank hole to a depth of 23" of greater above the bottom of the tanks. Caution - Do not ballast tanks until backfill is to top of tanks. WET HOLE CONDITION: Attempt to pump water from the tank hole to maintain a "Dry Hole Condition." If unable to obtain a "Dry Hole Condition," Company Rep. is to be notified and will determine the course of action to be followed. Install filter fabric, tie -down "logs" and bedding as specified elsewhere. Set tank in hole, partially fill with water until it sinks firmly on the bed. Use only enough water to ballast tank until backfill is to top of tank. After backfill to top of tank, fill tank with water until completion of installation. Caution - Ballast level must never exceed water or bockfill level in the hole during installation. Do not remove ballast until tank slab has been poured. Do not set remote pump motor until ballast water has been removed from tank. TANK HOLD-DOWNS (Tie -Downs): Install hold-down "logs" at all locations with known water conditions and at those locations where water is found during tank installations. Refer to "Tank Hold -Down" drawing for design, fabrication and installation requirements, and to Section 05 of these specifications and drawing H070-KO1. REMOTE TURBINE: Contractor to verify turbine head will be 4-6" above tank bottom. Do not install turbine if turbine shaft length exceeds tank diameter plus burial depth! Notify Company Rep., who will determine the course of action, if shaft exceeds tank diameter plus burial depth. ALTERNATIVE BACKFILL MATERIALS: Defined as any material not meeting above requirements for approved materials. Approval of Company Rep. is required prior to use of such material. In certain instances, the approval of the tank manufacturer may be required to preserve the tank warranty. Company shall obtain such approval. . Alternate materials, if used, must be dry and free of ice and snow. The tank hole sides must be shored or side sloped to permit entry for compaction and testing. BEDDING OF TANKS: A 12" minimum bed of backfill material is to be placed in the hole, smoothed and sloped to allow a tank slope of 1" in 10' downward toward the fill end prior to setting the tank. When specified, the hold or tie -down "logs" shall be installed prior to be bed material. Caution - Do not place tanks on concrete slabs, timbers, beams, cradles or grout the tanks in wet cement. The tank, whether tied down or not, must never be left on the bed without a backfill to the top of the tank if there is any chance of water, 12" or more above the tank bottom, in the hole. SAMPLE WELLS: Install two slotted sample wells in opposite corners of the tank hole. Position the sample wells in the hole prior to placing the bedding material. Supporit the sample wells to keep them vertical during backfill. Bottom of sample well Is to be 12" minimum below the bottom of tanks. Top of pipe to terminate in 12" diameter fillbox. Slotted sample wells shall be provided by General Contractor, unless otherwise instructed by Company Rep. Sample well shall have a locking cap, warning tag, and secured manhole cover. See tank installation drawings for details. 03 PRODUCT, VENT & VAPOR RECOVERY PIPING c SETTING & BEDDING PIPE A 4" minimum bed of backfill material is to be placed in all piping foot toward the trenches. Smooth, compact and slope bedding material to allow o slope of 1/4' per tanks. In extreme conditions, 1/8" per foot may be used if approved by Company Rep. MATERIALS: All pipes, fittings, risers, wrapping materials, etc., shall be furnished and installed SEE SECTION 07 FOR BACKFILL MATERIALS. by the Contractor. Specific materials noted in this specification and/or on plans will be furnished by Company. Piping shall be placed on prepared bed in such a manner as to minimize points at which one pipe may cross over her pipe. At points where piping must cross over, a minimum of 4" must All pipe runs are to be of "fiberglass" pipe and sized in accordance with plans. separate the pipes. Steel pipe and fittings are to be used only to fabricate swing joints for vent riser. Flex When piping is placed on the bed, proceed to "First Test" (below) prior to backfilling trenches. connectors are to be used for riser to emergency shut-off valve or pump connection of pump block. Above ground vent riser is to be steel pipe. CLEANING SOLVENTS: Remove any accumulation or accidental spill of pipe cleaning solvents on the tank immediately with a clean cloth. After the piping is completed, inspect the containment Block iron pipe or fitting shall be used with diesel fuel. Do not use galvanized pipe or fittings sump and other collection points for piping cleaning solvents. Contractor will be responsible for with diesel fuel. any damage to tank resulting from an accumulation of pipe cleaning solvent. 1. FIBERGLASS PIPE Pipe and fittings to be UL approved, non-metallic, for underground REPAIR OF PIPING: Any damaged piping must be replaced. Repair of piping using field cut half piping of petroleum products. The pipe is to have bell and spigot joints. section of pipe is not acceptable. If approved by Company Rep., repair using manufacturer supplied pipe fittings and procedures is acceptable. Repaired pipe requires complete testing Approved Fiberglass Pipe: 1, I using procedures below. Atneron FLEX CONNECTOR BOOTS: Encase all flexconnectors in an isolation boot. Move the isolation Dualoy - 3000/L Pipe System to inspect and test all primary piping and flex connector. If the flex connector is not encased in an isolation boot, it must be cathodically protected. Smith Fiberglass, Inc. Red Thread 11 Pipe System TESTING OF PIPING Notify the Company Rep., who MUST observe all tests, at least 24 hours in advance of any tests. Non-metallic fittings are to be those manufactured by the supplier of the pipe being used. The Contractor is responsible for all labor, material, and equipment to conduct pressure tests (air Install pipe and fittings in accordance with the manufacturer's instructions. or hydrostatic) of all product, vent and vapor recovery piping. 2. STEEL PIPE: (Galvanized or Black Iron) r 1. FIRST TEST (Prior to Back Filling Pipe Trenches): Do not connect piping to tanks, remote pumps or dispensers. Schedule 40 (ASTM A-120) Steel Pipe 2504P Railroad Unions Test the entire piping system, i.e., product, vent and vapor recovery (where applicable), in 150w Malleable Iron Fittings accordance with the following three step procedure. Do not use standard couplings typically furnished with the pipe. Step One: Install pressure application system that includes two pressure gauges (15 psig maximum). Apply 10 psig pressure to each piping system. Soap all joints using HANDLING OF PIPE & FITTINGS: All piping installations shall conform to pipe manufacturer's approved soap solution. Carefully observe each joint for evidence of leaks. specifications and installation guidelines. Step Two Protect area around piping systems to be tested to prevent workmen, 1. FIBERGLASS PIPE: Careful handling is a must. Protect against abrasion from sharp or passers-by, etc., from entry. Install pressure application system that includes two hard objects: impact damage from improper storage, transporting, laying or backfilling. Inspect pressure gauges 050 psig maximum) Apply 100 psig pressure to each piping system, all pipe for damage prior to using in the piping system. -1 hold for one minute, release pressure. Repeat for five cycles. 2. STEEL PIPE AND FITTINGS: Protect against damage to the protective coating/wrapping. Step Three: Follow Step One. INSTALLATION REQUIREMENTS: Interior surface of all pipe and fittings must be free from dirt, All test results must be recorded on the Company -supplied forms. Company Rep.'s approval of scale, metal, fiberglass particles, etc. before connecting, testis required. After obtaining such approval, the Contractor shall backfill trenches to subgr ode, following the requirements of Section 02 and materials in Section 07. Product piping must be pitched upward continuously from tanks to risers a minimum of 1/8" per foot. (1/4" per foot is preferred for product piping and mandatory for vent and vapor recovery 2. SECOND TEST (After connecting piping to tanks but prior to backfilling): Apply low pressure piping.) Traps or sags will not be permitted. Group all piping and, locate as shown on the plans. air (5 psimax) to test system. This pressure shall be kept on all lines until backfilling is Lines are to be laid straight, using fittings for directional and elevation changes. completed. There should be no loss of pressure during the remainder of the construction. Do not support piping with foreign objects, such as scraps of wood, pipe, etc. 3. THIRD TEST (After Backfilling and Patch Paving): Applies to product lines after backfill and patching of concrete islands, slabs, and yard paving is completed. For bedding of piping runs and backfill of pipe trenches, refer to Section 02 and to subsequent portions of this section. Test lines using Petro Tite Hydrostatic Line Testing equipment or approved equal. Company + Rep, to designate test fluid. Test fluid shall be assigned product, diesel fuel or water. CUTTING OF PIPE: Contractor to comply fully with the Procedure Manual for the Operation of Line Tester. 1. FIBERGLASS PIPE Cut with a fine-toothed hacksaw blade or an abrasive wheel on o Test pressure shall be 40 psi for a remote pump system with an allowable tolerance of 0.010 circular power saw. Use a saw guide or "Wrap Around" To ensure a square cut end. Cut pipe gal/hr. For a suction system, test pressure shall be 10 psi with a 0.025 gal/hr allowable tolerance. end must be within 1/8" of square. Vent lines (no phase II vapor recovery) 2. STEEL PIPE: Cut with a hand or power or power -operated pipe cutter, as in normal fitting practicer Unless required by local agency, no second test required. TAPERING & REAMING: All cut fiberglass pipe ends must be tapered to 1-3/4 degrees using one Vent lines and vapor recovery piping (with phase TI vapor recovery): x" of the tapering tools available from the pipe manufacturer. Protect pipe during tapering to prevent damage to pipe. The finish taper shall be smooth, clean and free from surface defects. Contractor is responsible for vent and vapor recovery piping systems passing any locally The length of taper for 2" diameter pipe is 1-5/8" and for 3" diameter pipe is 1-3/4". For other imposed test requirements. size pipe, consult pipe manufacturer's instructions. Steel pipe ends are to be reamed. BONDING & ADHESIVE SYSTEMS (Fiberglass Pipe): All fiberglass pipe surfaces to be bonded shall be cleaned with solvent supplied by pipe manufacturer. If tapered section is wet or moist, dry with propane torch - do not overheat or burn the pipe. If temperature is below 60' F (16' C), warm all tapered surfaces with propane torch - do not overheat ,or burn the pipe or fitting. Bell and spigot joints are to be made up with epoxy adhesive as recommended by the pipe manufacturer. Adhesive shall be mixed thoroughly in accordance with manufacturer's instructions and shall be applied to both surfaces. Insert the spigot end into the bell using a slight turning motion (one-half turn to a full turn is necessary) and push. Apply pressure until mechanical lock is achieved. Back axial pressure should be maintained on oil previously assembled joints to reduce the chance of separation. Inspect all fittings for proper alignment and possible "back -out" at the joints. . Follow pipe manufacturer's recommendations on cure time before disturbing joints or testing. If it is anticipated that the temperature will drop below 60' F (16' C) at any time during the curing process, apply heat to the joints. Only chemical or electrical devices recommended by I r sparking devices i rose. Do not use open flame o s a F pipe manufacturer are acceptable for the pup p p g to cure resin. THREADED JOINTS Threaded steel pipe joints must be reamed and have clean cut, perfect threads and be made up with non -hardening joint compound insoluble in petroleum products approved by Company Rep. Typical joint compound: Rectorseal Gilborco Pi in Joint Compound Permatex 57 . or approved equal FIBERGLASS TO STEEL PIPE CONNECTIONS: Fiberglass threaded -end adapters are to be threaded into the steel pipe or fitting before bonding onto the fiberglass pipe. SWING JOINTS AT VENT RISERS: Use steel pipe and fittings: two 90 degree elbows with nipple connections (do not use close nipple or street ell) for swing joint at vent riser. SPECIAL FITTINGS: The shut-off valve ("Shear" or "Safety" valve) at the base of the product pump or dispenser is to be secured in position with a steel stabilizer bar as detailed on the drawings. A stabilizer bar is to be installed, in addition, when existing dispensers are replaced. Position the valve so that the line test port plug is accessible. PIPE WRAPPING: All underground steel pipe and fittings shall be field primed and wrapped. Wrapping material shall be 35 mil polyethylene tape "Polyken 930" manufactured by the Kendall Company (or equal approved by Company Rep.). Wrap overlap shall be one-half width of wrapping material. Wrap 1-1/2" and 2" fittings with Polyken 900 (12 mils) with a 607 overlap. In F ficult areas Polyken 931,con be used before wrappPing with Polyken 900. 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I I 1, .- I I � � i ! : , , I I 11: � :;I I I . _'V '' I , ,- - , � I 11 11:, I " 4t:TFr 41 "I , I I � , I I i I" �t I ,,_F, , I r I I I -1 � � I � ou"I. � I I I, � I I fe , I I I , I , I I'll. - 'I, I - I I I I �� � I 11 I i I . ',I .: , '� , 7. ? I I I I I � I I I ti, , , � � ,I � 1.1, 11 , I I I I " � , � � ,I : ''I ��11' V, - I I , , i : I � - I I I - e , IV i I 1, , V , - ., , ,I I , ,:! : , I �, I I I 11 � � I . I I I I I III , I I I � I I I ,IF I 1 : i, 1; , , - � � , , I : I I , I 1 , , 1': I : � i I , I I I - I , I : ,I "''. , ., � - F,� I I I : � , I I I I I , � , "'I It & - _F�t I : F _� i � I'll "I'll, I � - �. I I I I � 1� "I I I I �� I -,,,I '� �� I . i, V .! "a' " I V I IVI-1- . -I � �1� , I TANK INSTALLATION I ":': : , TANK TESTING 05 TANK HOLD-DOWN INSTALLATION 06 PATCH PAVING AND CONCRETE WORK I � 1P V,cl: �F1' I I "I � : I.F." ,,� 11 I , , ��,ii' �1.1 11.11 1;, ,,, 1� ,� I, F� I , I.- .1 I 11 I ' � 9. PRE -INSTALLATION TEST SET UP: Prior to the pre -installation test, all shipping pads must GENERAL REOUIREMENTS: Anchor all underground storage tanks with concrete hold-downs � , � ,, �I ,�, ,� MATERIALS: Double -Wall fiberglass reinforced plastic (FRP) storage tanks as s be removed from the tank and the vacuum on the annular space must be released. ("logs" or cleadmen") when specified by Company Rep. in the Scope of Work. Refer to drawing SCOPE OF WORK: 11 �', it 14 , IF �-I,g � jII ,� I , - 40 IF , ot�ppliecl by Chevron 1� I Il� I , 1w Y, F�-:ce , I , � �, are to be installed by Contractor in accordance with the plans and specific ions. - i 0. � � . I ,;,, it, I �� ,I, .I 1. - : , ,, � , 11 � It ��, ,I � -'I' � H070 � , I , i ��� 1, I 'It 1 ,,-2, a ular space is not a substitute for the pre -installation test. All installation Patch Paving: Patch paving work applies to minor work in connection with covering of pipe ,,I , , I , , I I F,� , ", I � ,V I'll, , III , � , W-;� � I ,,, ,I, , Tank bedding, ballasting and tank hole backfill procedures are described under Section 02 of these trenches, areas adjacent to tank slab and other areas disturbed during tank installation. � ,� ,� , I - : tests must be performed and recorded on company supplied forms. 11 ,,"', : � - I � ,� 11 - , " `� 1:i - I- .,L,� , , _?71 : ,I. 4 1 � I , ", . " i, Double Wall Double Wall ,�', I ,� '. I , specifications. � ,,r �_�� ,I , , Xerxes 10. TANK TESTING - INSTRUCTIONS: I V,, V, , I - � _�, " Nominal Gallons I �� F, 1.0/c.. I I t ,t, t, Y ,�,, " ,, - Concrete: Concrete work applies to installing tank slob, repair of drive slabs and other areas .1 I'll F I 1, 1, I:, � , I I I e system shown on the drawings is designed for a maximum level of ground water disturbed during tank installation. Refer to applicable drawing H070-COl through H070-CO4 I I I, �!� _'t I"" � 12000 1 - I '�2 � � , I'V_ I - ant , 1. � � , 1: ��� 1I, , , 1 37' - 0-1/2" Long 36' 3" L General: Notify Company Representative, who MUST observe all tests, at least 24 hours equal to the subgrade level. for slab details. , F "" I , . � � ,I V I � lVr� �,, 11 I 11 I� 8' - 0 " 0. D. W - 1-1/21, 0 . . in advance of any test. I I, � 1�1 � I �V, "ti , 3 1-1 11 F I I ., ; I � 1� V 11 � �1� 31' - 6-1/2" Long 30' - 9" L , 1, .111 �,-,�', � I I 10,000 , FtI on MATERIALS: Refer to Marketing Operations Standard (M.O.S.) 243.7, drawing 81-HO-226 (construction � ; i ,� , '1,1`� , ,, ,� , I I I ",11, I I I I , "I . I . I I 1 8' - 0 " O.D. 8 - 1-1/2" 0.8. The pressure application system is to have two pressure gouges (range D to 10 psi with 5 ifications) or other attached concrete and paving specifications. F, I: � � ��It I I t it. , I - F ,�'. I!�.'�tl, 11000 - ��' �, 'I, 11' - 7-1/8" Lon III - 6-1/8" Long psi pressure reliefs) in the system, both in good condition and having been tested and 1. CONCRETE HOLD-DOWNS: Pre -cast, reinforced concrete "logs", 12" x 12" or 12" x 24" in Spec I .1 -I I , 11 I "I � I , �, , � I , ,'��, �' Vt�:" ! I . 4' - 5-1/8" - 3-1/4" DID. calibrated within a three-month period prior to the tank test (copy of the test and cross-section, with chomfered edges. Length, as shown on the drawings. 1/2" diameter I � I 1:%, _11", �1`1'1 I , - 0.3. 4'' , ,i- I It, I I li� I ;� , e -,� I calibration data to be furnished to the Company Representative upon request). galvanized steel anchor loops are to be cost into "logs" at locations shown. Pre -cost material I I , ,� I '1. � (I I 1,;, I � " (Note: O.D. is over the ribs) shall have achieved its ultimate compressive strength of 2500 psi (28 days) prior to installation. V111 ;I � 'V ��I � - I, 'Ic USE EXTREME CARE AROUND AND NEAR THE PRESSURIZED TANK. Relieve I I �,__� 11, _� The contractor will furnish the exact hardware listed on the Bill of Materials unless otherwise 07 APPROVED MATERIALS ,',�:::: I, the pressure prior to moving the tank or removing any of the fittings. I Pre -cast concrete foundation piles which meet or exceed above specifications are acceptable. I I-F, specified by the Company Rep. � 11 �z� I I " I 11 I �, I I , , � I 11 - - �, 1i I, ' DO NOT instal a tank which shows any evidence of leaking The Company Representative 2- WIRE ROPE CABLE: Hot -dip galvanized steel wire rope, minimum 1/2" diameter, breaking , 11 I, .:� I 1 ., V 11 � f, Other Contractor supplied equipment includes: vapor recovery (when specified) Phase I Assemblies: is to be notified and will determine the course of action that will be followed. strength, 20.4K. ATERIALS: 1. � I" � U, 1� ' ,� - 11 11, , � I � � , I , 11 Adapters, dust caps and nameplate holders. Phase 11 Equipment: Anti- Recirculation valve, high hose The Contractor is responsible for all labor, material and equipment necessary to conduct I �1'1' � I,:"I ,'I ", �, t I �� � retractor, nozzle swivels. flow limiter, anti -kink springs, swivel stops, camps, extension. s; 3. HARDWARE: Cable clamps, cable guides, guards, etc., furnished by the FRP tank manufacturer, 1. PEA GRAVEL: A clean, naturall rounded aggregate with a 1/8" minimum and a 3/4', ��_V, , I I , .1 � IF I 01 �, �, I � IF, Il 1.11 �t I I .111, I shall be hot -dip galvanized steel. "I " I I , i. " I maximum diameter. U , � 1*11 P to �X of the particles may pass through a 08 sieve. , I 1: Cut the submerged drop tybe for product and heating fuel tanks at a 45* angle so the lowest point Pre -Installation Pressure Test, Air I ,, .. I'k -1i, � 1. , I rl 1, "' r:,,r� I _'. ... will be 3" minimum/4" maximum from the bottom of the tank. The highest point must be a Post- installation Pressure Test, Air or Hydrostatic I 4. PROTECTIVE COATING: Prior to backfilling tanks, apply a generous quantity of "Chevron 2. STONE OR GRAVEL CRUSHINGS. Washed material, with particle size between 1/8" and . . 1, ,� � ... - iii i � - I I I maximum of 6" from the bottom of the tank. The 6" maximum dimension is critical due to air - Asphalt Coating" by brush to all exposed steel cables, loops and hardware. 1/2". Up to 3X of the particles may pass through a #8 sieve. I I pollution rules. Orient the submerged drop tube to direct incoming product toward the opposite end i. ACCEPTABLE SOAPS1 "Soaping" the tank exterior and fittings using a small garden- - I- � -1 of the tank. Refer to installation drawings for additional details. type hand- pressurized spray unit. The test soap shall be a high foaming "soap" that INSTALLATION PROCEDURE: Approved materials must be dry, free of ice and snow, and meet ASTM C-33, Para. 7.1 for quality �,,'�111 I,- �7, ��FI,I_F��I , bubbles easily if in contact with an air leak in the tank but won't bubble due to and soundness. The dry gravel density must be a minimum of 95 pounds per cubic foot. , �, �J.. I 1. HANDLING: The Contractor is responsible for off-loading the tanks from the delivery vehicle. dispensing from the pressure applicator. Acceptable Aocips are: 1. Prepare the tank hole to receive hold-down "logs". Install shoring (or side sloping) in , '4 .1, A crone or backhoe of sufficient lifting capacity must be used. The weight of the double wall I � ,�, �- , accordance with Section 02. cYttt, ` """ - FIRP tank is approximately 5000 - 6000 lbs. "Seam Test Concentrate: I TANK HOLE LINER: Contractor is to provide a Filter -Fabric Tank Hole Liner when: . ,�tJll I - I , , I I ' IFF_ ; �' , "I'.. " t - , 2. Pump the water out of the 'I'l 't, 7�4FF'�, ,�: ,�', 11 dm%,�$4,- A, I ::AI Loc High Soap" � ,4,�,I " ,W, tank hole. Keep water out of the tank hole until tanks have a) Tank hole is in unstable soil, or "I' . � - , " � 17ml- 41;4t, ? j�F"F"11, ,1'ft_,'�� _�V'� 'L� ' 2. LIFTING & MOVING: When lifting or moving an FRIPF tank, always use properly sized *70OW Southbend Leak Detector" been set, tied down, ballasted and backfilled. I 11 , III I _� F,�,V`, _� F' " F, , I Y 'I, " equipment and lift by lifting lugs(s). On large tanks, greater than 8' diameter, use a spreader or approved equal i Specified by Com�any Rep. The entire tank hole (sides and bottom) shall be covered. La , bar to ensure a lift angle of at least 45 degrees at each lifting lug. I �. R,:1 � 3. Insert each cable through its own anchor loop in the "log" reserving sufficient cable so that the fabric with foot minimum overlaps. " � ,� ii. PRE -INSTALLATION PRESSURE TEST. Adi Use extreme care around and near both ends of the cable will be kept at the top of the tank hole after the "logs" are set. - I " " I - F, , . I I " , ,VF,,Y Never roll or use cables or chains around an FIRP tank. Set on smooth ground, free of rocks a e k. Never Pressurize secondary (outer) tot# without pressurizing Lower and position the "logs" in the tank hole keeping both ends of the cables at the top Bedding material, tie -down "logs" and sample wells ore to be placed on the top lof the filter - I ,.� I - I and foreign objects. I the primary (inner) tank. of the hole. Install the 12." minimum thick bedding material in tank hole, Smooth and fabric. Excess ftibric at the top of the hole should be folded over the backfill material at I � :�� 11 ::, e slope per the tank bedding instructions. subgrade level. III,, I I,, Exception: FRP Tanks may be rolled up to 90 degrees on a smooth clean surface when performing A -Primary (Inner) Tank Test: Locate a pressure gauge in the vent/monitor fitting I 1 "I "I, I�� I I 11 the "pre -installation" pressure test. . � I ,�, - , 11 ,", I , I'- '_ ,� - in the secondary (outer) tank. Locate a second pressure gauge at the fill opening 4. Proceed with se a adding ballast as necessary to sink and keep down the APPROVED FILTER FABRIC MATERIAL: I � �, , , , ,% 11 - , I , I I., 1�, 1, - I 1� � �,il t" ti-I 11 and connect the air pressure to this fitting. � tanks. Use only enough ballast to hold the tanks down until the backfill is even with the 1, � , V11 I , : ,�� I - 'I 14 , Il - iq, I I ,1' _'FIlI I 1 3. CHOCKING: Chock tanks in accordance with manufacturer's recommendation until ready for top of the tanks. (Refer to Section 04 for tank setting requirements.) Reemoy Inc. - Typor 34D1 or Typar 3341 � - � 1 _"4", � - " I , I - . I - I 1 a t, .- N'�Itl �k A " V MWIL � �w W, - t - ��111 , I I I f, ,�A - , . I , � I,F�V , I T ,_ � I I I VN V* installation. If windy conditions exist or are expected, anchor tanks using minimum 1/2" nylon Pressurize the primary (inner) tank to a minimum of 4 psi (maximum 5 psi). Phillips Fibers COrp - "Supac 4NP" Fabric 11 ,"'I , 1� , I I ., � r�V��, V��Jp ,,,, . or hemp rope over each tank and secure to stakes of adequate size to prevent movement of the I Monitor the pressure gouges for 1/2 hour. There should btr no pressure increase Caution: Ballast level in tank must never exceed water (or backfill) level in tank hole Hoechst Celones@ Corp. - Trevira S1120 I _'I,I,, � - "k, tanks. in the secondary (outer) tank. Soap all tank fittings. during installation. " �J ., , i.�,,,,, or fabric approved by the tank manufacturer. I � r" ,'� � 1, 1'� ' -I, , �- I IF I 1.� I ,,, I 4. OPENINGS: AJI tanks are shipped with dust covers in each opening. Dust covers are to remain I I I , 1, �,� " � I- ,,til I � �rl Ft F, I,- " , B.Seconclory (Outer) Tank Test: Leave the pressure on the primary tank. Using 5. Install the cable guards, guides, etc., furnished by tank manufacturer on the designated I �,:-o . ,�� , I,- � 1 . .1 , in each opening until ready for the pr e- installation pressure test. All tanks must have either a flexible air hose manifold, connect the air pressure hose from the primary tank - , I I � 11 I V. ,� ,"', , 1, �L I I ribs of the tank. (Note: "Designated Ribs" are marked by arrows on the tank surface.) , .", ,I:",��X , � li,� I �, t, ,�_ a dust cap in place or a 5 psi pressure relief valve in place at all times. I ank. This manifold hose should be connected to the " � - - I "i, �,W�� 1 1 1,111110 - 0 1 1 1. , I, 11 vent/monitor fitting that does not contain the air pressure gauge. Close the valve Caution: Do not place straps or cables between the ribs of the tank, I 11 "I �, ,, i,,� *.vi 1� " �', I, . � I I � I,,. 11 "I 5. DAMAGE: Inspect all tanks carefully for signs of damage upon receipt. Note any damage on the to the primary tank and disconnect the air supply, Pressurize the secondary tank I I I 'I � 1`1 ��,�',''� 5, I shipping documents and notify the Company Rep. Contact the tank manufacturer for I � I I � "I, - , , �, V�,� �' I 'ffl I by opening the valve between the primary and secondary tank. Soap the entire 6. Pass each set of cables (a set of cables is those cables passing through the matching, or I ", , I , I , , _, J'L '11, I , � I I -,r-,,, ,I,,�,' _ I y�,!, - �, I ,,, 11, additional information. 11 tank and all fittings. - � V� A, , , r � _-e- ,,�-r �', " ,.I _,�� -.1 ""I'll, , I �', I I I opposite, loops on the'llogs") through the guides and loops as shown on the ,drawing. , It, 111111114044" fl. I" ' 'F ... 2 t " % 11'.I,tFt���, ,� , " _, , , r�,, I 1�, ` I , , I ", ��� � 1, 1: .1 4.1 V_ - I I � `,�� I �, V �V'� l,IAVt,,,J1 I I If the tank is damaged at any other time, do not attempt repairs. Notify Company Rep. who I I F ) . - I - ,I,1� ,,� I � I . � - I �� � �e - IF "' I' I, I � I I- _ �J�,%4i,I Irt I ' I ... I Upon completion of the test, release pressure from the secondary tank prior to One end of each cable is be crossed over the top of the tank in the retainer portion of the _, V� ,'I' � I I ,,IiJ,*, il - ,, will determine the course of action. I I releasing pressure from the primary tank. hold-down strap. Using three cable clamps on each set of cables, clamp both cables I I - I' - '� ,�, � � i'l-�'ITL,eg 1, - I � . I I , . I V�. � . I I I - I ,t,� , I F ,",, ''i- ... �, 11 - I I I I , � � ,, , " IR " FFt I,L'tI, I - , I �, . x , I�t " ,� , together on top of the tank. Prior to tightening the clamps, tension the cables with "Come- - ", _r, " 1. I - " J A 'k�� Z, , - I 'r IV I-"- "'t, � , 11 � 6. SETTING: Set tanks on prepared bed with a slope downward toward the fill end of the tank. � care is to be' used around a -longs" secured outside the tank hole. Use enough tension to tighten the cables but not I . I I - I % I - RI I , - I iii. POST -INSTALLATION PRESSURE TESTS, AIR: Extreme 1, I I .-, , 1 4 11-1 - , I I I ,I � , ;, , A, I Ii I I A slope of 3" difference between the two extreme openings of the tank is desired. The I r I ! I ,. � � " - " I I I �`V � urized tank. I to lift the "logs" or crush the tank. eI� t I �,,i " " �,Fl i,,� I , - ,; !, ac,ceptable range of slope is 4" maximum and ;2" minimum; with the fill end lower than remote � ,� t -, ,, -I- � F�Yt,_ I I I, I � It 1, I I I ,�,� " , � ��,,, , 11 , I , � 1 I ...... . iR , I � 11 " 11 1_� 4 "' , 1_1 411� i "W" A.Primory (inner) Tank Test: Perform this test with all tank risers and fittings I Caution: All sets of cables on a tank must be tightened equally to avoid tank deformation. I I �IF,� ,,F , ,�, I, F � pump end of the tank. Tanks that exceed the acceptable slope or that slope downward to the 1, I � �,;, " - I " - I, I I A T, , 0 1 � I I �� i �.I 11 ,tr I t� c: e improperly set and must be reset. I ,I attached. Tighten all tank fittings. Locate a pressure gauge in one of the annular I i I U � �. � . �t - 11 . , �, " I , space monitor fittings in the secondary (outer) tank. Locate a second pressure The cable must rest on the top of the hold-down strop between the guides provided. I .� - Az � ,e��4 1, 1� � 1, I I 11 , I 11 I i� I IVI I— 7. INSTALLATION WITH APPROVED MATERIALS: Place a 12" lift of bockfill evenly around ,� � I � gauge with a 5 psipressure relief, to one of the primary (inner) tank fittings and Repeat this process for each set of tie -down cables. I � I I I I I I � �� , I," p I,,F6i,V - , . the tanks. Push backfill completely underneath the tank between the ribs and under the I I -1:-1 I ,� ")."O �, " lit end ,,- '-I I connect the air pressure hose to this some fitting. Pressurize the primary (inner) . � I I I 11 �,��:44 l I I I I I I '' ,I '� �'��l"L�F4 -, , . caps. This is the most important part of the backfill rocess. Procedure con be done from , I tank to a rninimurn of 4 psi (maximum 5 psi). Soap all tank fittings and monitor After all tie -downs cre completed, commence the backfill procedures to the top of the I 1� ,�, A I �,,� ? till bank or adjacent tank top. If a man Will be in the i to "work" the backfill, hole must be ,It es for a minimum of 1/2 hour. There should be no pressure tanks. I I I I 11 '' I , - 11 shored or side sloped as prescribed by current OSHA regulations. I I 50'' 1: I I I 11 ,��,��, I - I� " ,4, I, I - - I � r. increase in the secondary (outer) tank. � 1� 'I', I . 1� .., r I - . I % I I - 1� I IF I I I e I 11 *,,A �. 1 VIZ-1111 1 11 "' ,V " �1 I 4' - I ,,, . . � I ,, , ,�Fk, � .1 �4 , ,�',' I , ,r ,, ' _,"'I ,!'1!�r,`F", � I � F § "' I - I I , � IF I-- " ILI-e I, I, I I , I ,, �� F, 1.�Ii , 11 I , I" � . � � 11��,F,'I,Ft ,ly . I I I I , � III` I; I .. � "� !, ',�' I backfill between the ribs and under the end caps. Add b ckfill evenly around the tanks up * i I � " 11 on the primary tank. Pressurize the secondary (outer) tank using a flexible air hose � I I I .�' 1, 11 , �, ,, .JjAV Place second 12" lift i5ir backfill evenly around the tanks. Again, repeat the "working" or ; , B.Seconclary (Outer) Tank Test: Disconnect the air supply but maintain the pressure " I 1r, "N 19V a I I , , -I,, -l"'I.It". I I _� "I 'F, �.�;* I- 1 � � .1 - I I ,�, � i 0 j _ W"'.", " to the tops of the tanks. I I I I .1 ,-I , �' I'l-, t? " � I I � manifold. Connect a pressure hose from the primary tank to the annular space I ,� - "� �;,' IIII I � 14 � . I__-,,_ � I I 1.1 � - I'11I;'_V,'_,, 1, ". , " I I , I ,.. I J1 I I � � W, V I 11 1.i I � I 11 1I.-F I 111,,1 I � ,� monitor fitting that does not contain the air pressure gauge. Pressurize the I I I I I" %IAF7 21 - !:It1Ao'II1JF` , I 11 I I F_ I I", I � I I �, r I -FF , , i . ` I 1-11 I 11 I - I I I I IF � �. I'll " "til';i, QF � ;,,� I � zn �, , I., � j , t I, " I I �, � - . , I �� '�,-�,, _c� " M" � I, 11 "I � I, Qlk Back,fill to subgrade after piping and testing is completed, , "I ,,� � - I � V,V`L , ; I I I I I 1� I secondary tank by opening the manifold valve between the primary and secondary . I - � , I I I I '1� - � I�'. ,I � I ; I I WIF 1, IF, , ,' , I!!!! ,, t I �g " , I � I . I ,� FI, i�����, I ,I I I I, 11 11 1, I �11 I I , tank. I � t � 1� , " �� 'I � � � . I � I ,V _ I ��%, � "I � "'l . � ,I I ', I ,�I'11 , , ", 8. INSTALLATION WITH ALTERNATE MATERIALS: All alternate materials must be compacted I I "I ""', k�� , , , I '.I , � 1� , , , �11 " � 11 � � �_i�e , , t I . 1, ,.,� I . I,, " I � �,�I� " I i , , , I 1 I I I I - 17 t ,'�, �F,�, � - - - I 11 11 � � � �iIv�, Al to 901 relative density (ASTM D-1557-70). Contractor is to furnish Company Rep. with � � , , ,_ I If necessary, bring pressure of both tanks to a minimum of 4 psi (maximurn 5 psi) I I �_, , , V, I,, _ , I " I I , -- ��,I - , � '. I t I I :, "I � � . ", ,. ,IF , I F I I I : I 'V I ,� certification of compaction from a registered soil engineer. � , ": I� he air supply to the primary tank. I ''I ''I , t " � � i I I " � �_V�,, �� I � 11 11 1'r I I iI,j � . . , �'j III I " I : III I � , �x I I . ' , I F' I � IL, �, Company Rep. is responsible for providing the exact installotfio specification for alternate I I I I I I � , , ill I � I I I � "'Iv- A , 1� I Monitor the pressure for 1/2 hour and soap oil tank fittings, risers and pipe �, I , � , "w, OlFe � ,� ,,,,,, , ,I , W'-1 � F �rl , I - I FIT W I I it�i FF, " I . I I 11 materials. - ,,- � - 4 IY - 4' 1 . � � � V ,-,�� I " , I - I - I'll 11 I I I connections. Upon completion of the test, release the air pressure from the I I ,, F.!,.w I ,I � -, I lk F- "I - . I, ,I � , 1 , , ,,,��- � 1 "I" , . "I I, I I . - � - 1, I I I ., I �,% -??? " I,I�_�� " � , - Fi� I � 1, - 1 7 Ill - � ; I �,,�II,,_�,;, ,,,� �. I I I l, � - I, "'Ii I , , secondary tank prior to releasing pressure from the primary tank. Damage to the I � " � 11I F ,,, " - �� -�?I,'�t-tl, , - % � - I I � : F, , " , G � Ftl,�, �, , ,, I, �q � -,. , I I I i I ; I 11 . " - 'k 1 1 11 .�-,L � �11, , ! `�',�',� I - "I I I �I, : I 1i - I , I 11 I V , , �1_ 1- '111� _ I I - I III,� i �,� , F�5 � I . I 1, " , I I tFI 11 - � � , t. , I I � I - 1 I 11 , * " ,�, 'r , -, ,,q� � J I � , I I �� " 411 - I , 1 � primary tank may result if the pressure is not relieved from the secondary tank I I I' 1 , Mif I WI-1 r - _� � , .� F"IFF - , l, III � , _ F� t, F, � I, I I I f I - 11 , , , 1, 1 � - 4, t, �. I � �tt , III, 41 Y - , ''. I 'It, , A � I f , ..'F,,,M� , , �S V,t �, V I � : ", " 1�1 ,� I � ,,,,,,_ , , , , , � ,, ,,�, ,; r��, �� �,� I _ ,",I, ", it . � I first. I I , �, 11 1, I �, F., - 11 ,�_` ,, , " I , ,�, I," I I, I I I I � . I I "', 't., , la I "i, ,V,. � 11 -11 . - . � . I - - I � I . I ! _11W,1091-- 11 " 1� , "I VtFY I ,, I�i�lly, ", 1, I , , I ,, I I- 11 " -,,,I , 11 - - I I I I I I . I 111� .. .... . I I V, I I , " ly" �, t "- ,� i: , , � , � -,, 11 I I .1 , � � ": !, � 11 I I I I � I I I I '' ,J!;,�I �, 11 � I , I , " 11 1 , I ;Q", - " - , , , � , � I I I " I I I, ,. I I I t, �:i5 __ NtI , '�, r'. , "" - � _", I 1; ' I , F, ,,- � r". " "" 11 I I ,�_ , ,� I 11 ,Iar, �, . r I" t. �i ' -1 .�", - , � - � ,,, It Vtl 11�11 I - , ,� , , I , " , 1� - �c 1. `1 I, � , �, _ "', ;',,".,.r, , , I � "I ,IV - I I'll � - IF Coutiont Relieve all tank pressure prior to removing any fittings. F . , '' � I 't ix "I I -, I - I- , - '� ' , r,, � ,:,� ,, I �, I -1, I i , � t '' I I - , .411 q ,'J!0��Ft F1JII',' .1 11 I 11 ;,, ,, � , , � , I ", , , -I � I, ''� , : I 1, 11 !�� !.� I "I , I I "I'�ILI�'j�,,"!W�,I'i�'j",�l��I .. ,:�Iq V,,F,A'g� ��_ ," � " �, -, IF', , 1, I 11 �.t� _I�, I " , � ,- � I � �'F� IT' a , I I , ; , � k I , I � , 11 , I � 11 I I - I ,F1 V� F� I "" , , � " i , I , � I, I I Ft � I I , � 11 � � I ` % ,,,, r "t . I -, 11 I ,- ': I , ,: Ft- , , , i , � , I I 11 I ? ��� At,.' IF I, , " ,' - - � No tank that shows any evidence of a leak is to be kept in the system. Any 1 I � I � I I, .. 9, - � I "I I'I!" - � ''tt"A, IIV,`FI� - " , , I!: � � � t, � , � i I � ,,, � � , , I- I -:F: ,ii, I .� RFill " - - t� ,"'l, .,I- 'I'i.-iFF - ,i t� �, , , F,:'t, ,,� I I , I I . I 11 , , � ,F, ,1 , -- I I I'll. � . "'' - I I ., 11 11 ,:�� "I ,,,,, 1, , I 11 11 "I , I A�. , � I � � % t", �1, 4*2 V �P.. Fi" F,:V:" , ,,.�, Fit " 1,�Ft, C �_ , I I -11 damage incurred to the tank during the installation will be the Contractor's I I I I . . I I . �& 1 `,,ilt"�"'ti '' . F, , �' 11 , " k,l 11 ': iI i _,''I � . I , , "'"", _111 , Y_ � ; ", " 1 , ", !, , , I'', 1. I ; I 1 ki-IF, F,m_ �� It, �, � �� ,I I - - III, , I I." _�, "�,�� " t FtF�tlz ,W, .; � Ov, � I, , I-. " I �I I � 1. " - -;; � - - ,_,U", I I ; r _. - 1, I, � I � I " 11 WtfA,F,,,�; , , � � 1, , 1Z ,,, !, , ,,� , , '', t respon�ibility. The Company Rep. is to be notified of any damage and will ..� �L, I ,,Ix 1W 1�1 . , ,I� ,�,,,, I ,'�, I I ,_ ", A i , � - - I I ", , , , I I - it , , , I . I" .: , "I )� 11 J I � "I .11 1 '& ,&0'1,',F', ,q, , - , � . , , - - p, I 1 F, ,,tny� - �20T, III, I , , ,,, ;., ,� 11 114� Ni "I � I � I , , I , I; , ,, 1 1 1 1 1 �11 I � r, " . � "r ' ' ' ' ' '' I r, , I I I I I I � � I , �41 I �.� I, 111--,'', ,- .I'. " - , IV ;, I� ,, ,I I ,,,,, � I 1� III � I , I ""', , � " I " !��i I -��r , I - determine the course of action to be followed. � � I I I I , Atzu-'�", --m,,�- , I 1 - III .I ", rv� "I , , I� I � I � IF - - I t 11 " � 7,11, , , :1 - 11 I F;I� tr��i �V 1" ", I, , I 11 _,�, 1- I � I , " - I � , I ": I'll I I I I'F 7 � , 'I, , ,I, I? � ,�jo,',,x�� f-,�, � "', " I, I, "" " ,,'Ia F, IF"'., -, , - I I" I," . . 1, �,:, " i " I I � 1 � I 1, I -,.,, "" -,� 'I I ,� ,F 11 - I I I � 1l, � , " �k , ,,, , I , , '. I I . ,_ � ,I;, I I � -W,'-,�(A i��F�,�, � , ,',� " Vl, � 11 F, I I I I I , "! F " I I ,,, 11.1 1 3 1 '41, I �I, � - , I 11 z", , I �, 1, I I 1 "I �_. I I �11 � , I , " ; 1-1i III I- � - ,I " ', I 7 . I I ","I ... _,11 I IL -1i I , If a hydrostatic test is required by the local agency, isolote the tank for testing and I I I i I ;� It;�, '' , ,* � �:, �, . , I I ,W� I I 1, I I 11 I 11 11 I I � 11 N, ., , F � , 1, I I 11 , " �'. . , , "I I ; , I I I 'I, , 1, I §1101,111 AF,W. VF, I "zV,r � .1 I , I � I 11 I 11 111, v "It " '�T�� I I" 'C I': i" '_�, "It I I �� I I 1. �, 1, , , il, , , IFF;: I � I I I : ILI' I �` _:,�,_ttII-,;�� F - F � , 1, - � I 11 I r � I I . � IF' I ,g_.__.,� '+"I 1, � I , - I - ,, I � I � .1 2`1 _,-Ile " - I- rVn, 4 1. l, F ,, - - �, I , 1�,V, "iF.", ... V,� �,�Ii, . -1 I I - I I , - V - ! , � , ," , * 'i , 11 - V , ,� , ,I � I � t I F F 11, , - I I - .'I� , - , I 1,% I, , - 11 ; reconnect when testing is complete. The hydrostatic test will be obtained by I I F I I � ,,,"�,J4. , -1, .'V� ,I!,,4"J,,,V', 1 �' _,.I� � '';�,�.,'L � I � , ,, , , , It, ",.,_ - _�', _4, 1 1 1 1 ,-I 9, VF,� I A;Ilr I "I I I I I I I I I " . I I I I � , � , " 1-j- , � V,I t I . , it, - l� I I'll 'IFI-111 , "; � I �IF , h t - ,,,I It I I I Q , - 't- , 11 I Chevron. I ' V, ,� 4 F`+F , , I ".. - , ,: , F I I I r" , I I " I , _; t, I "ill _I11 i I , * - "' III 't "' I `V ' 'IFF" ",I! � " � ,I,,, i, ,- -1 " ,i , ' - , I 1, � 11 � , �, Itt�, I - "A" 11 ''I I � I I � , : I I � :' � � 11 I I I , I . I I I , , ", ,,, I 1- I � � , " � , i F �,, I � 11 "it" U, �11 . I " I i ,� I r� I I._ I ,,:: ,,,�F' _� �t' j ", lj..�Ii I , , 1 " I , � � � , _,� ,f I 61. ',t3iII- ", "i" , 0 ,,.-, " " � It - - ", � ',",;, , , I � �, , I , . , I I � I I 'I� I. I - , I - _� I ` 11�� - � - I I � �,� � � I I , ""'i " - I 11 I'll, I _', . � - , I " 1 11 , , � I �_ , - _,' �,t � Fr I F ,�, I , , � � �,:; I , , , I I,, ��i _1 'r IF, , - , I 11111� , , 1, F , I I , , I I , 1, , � �,F, �� �,; " I � ",I - , , F,'.1, , ,,I ,�, , , I I I I ,", i,;, 'ev, ,, � IF I., 11-1 ,� IF- x�o- " V I t, ,'�, , � � V, , F F, , , , ", , , I It F, ", 1:41 ,I . � 11. INTERNAL MEASUREMENTS: Take internal diameter measurements at the fill and the remote I I , I I I �,:;� i , I FAI I , 11 , ��, ;_ . I 'I I I . I � , �Fk ��23"' �Fq F�".� , ,�, I , � if I I r, - , "', I " - I, '' I � , I I � ,f , , �', '. , - " IF, "t' ", ' � �4' , r�l P 1, -', %, ,,,,,4 � � " � , FI , , � I I : , , �� , ."I ,,, , ,` ; ,I I ,�,, Il,tS', I, ", VVVII 'i�' " , I-, � I '',-FIF"I" �� "�' !.'.�� � I' 1 - �, Y �� � VI 1i 1. g :�,,�,,, 1 - IV ,�,�-;, � . �_ openings, on both single and double wall FIRP tanks. The Contractor, witnessed, by the I ''I �� I _11 , I- '� I F,_ , � , -,,,, � , � I tt1I".'I1 ,�.�FI t, � 11 I I ',I 11 I - I , - 1, - � , I , I I I I ,- I t , , F , - V ", V, - ; 11 .... - � � I " , W, � ", , , , �I I I I I I I "I I - , � I � I I ; - I , � I , I , I � I ) 1�1 A I � - ", � - , , " , - - I I I � ... k , IF , , I " : , ,, � , IV , ! , , , ,,- � I - � - I I - 11 - 11 I � iF, � ;_ IF �r F, , * �� , 1-1 lil"N? , 'l, , I 'I" , I I ,, ... � I , , 1 , , I - L FFN"A P�,t' i � ,� IF, III , � , F; � IF " �, -t' I !j � " I I J - � I � 1�`, 11 III 1'� e, - ��k�-' - �I,-FF � � �Uommppony Rep., is responsible for making and recording these measurements on a form provided -'c� I I ,�: i � � ''w"', 11 I , I", .,,, . ..... ,�IIIIF,1, I , 1: 11 � � I I . . 1 - - "? III, ,,, _4 - I 11. , , �, , " '' I .1 � I F �,� ,f, � . ,' Ft, , I I I , , , , ''I -IV I � II, - - I 11 �,I��, I , � , , I ��' i lit , I 11, I t,, I I , - V, , " 1� - , , �, by the Company. Take the first set of measurements prior to placing any backfill around the . I ',I � I � �%� - I ��, r, I ', �� W-11 11 1� , I I 1, �,, I - I,,I�r , ZFit " � I , , _ 1� I I . I'll i 11, , I I - I � ,� I , � 1 x-4 1 j "; . , I &�, - 4", 'Itt" � -, - �11 , I 11 � I ,- -1 � , I I , :, ttT, ,.� 'I r,,, , , i � : . � � I I I . I I I I 101i", , ,I III " I 11 , I "I , ", t, I", � I , �* ,)�F,' , �t�', �, " , I , , t tank. The second Set of measurements is taken when the backfill has reached subgrode (prior �, I , I 11 F11- I ,, - '' , I I 11 , �_ '.1 I I'll I 1, I- -, I � � � I r ' , � � .sI" < I , N , ��,� , ' ill � vq 1�� TIF T", ", I - . f - ,����yll�,�',��","*L*L����","���-,4 1, " I , ', iu - 1 I I - I I I , 11 . I � FF, �1,1"_, 3"", ,_ ,1� , - "I " � -, ii:L ' -,r . , 11 I ,,, _4_11�, at,,% - " , " I �'t' 11 3,L I �F`�, I , 1: � ', ,�, IFF, I D� �� " 'k , - , k, t . , V - _1C,,, , 1, V IV I' , ", ji, Fg ' I— ,,, ., I I I IF , , "� �,Il��V ", " - , � " crete slab). I I I I I � I I'll, -, 1- � "' l��Z�" "iI"IIII�,�`,V" �,V -I I- i` "�,'�_` '' I I � I V . .,� � tv , ,". I ''Ili 1� � � 1� - ,- t � , , , � I I ! �11 1 - � i 11 �, I ,,Y � 0 ,, "IM't, LF", � I� . � � , , . II,1 I � , 1, , 1, ,, �;, , , � � I, > 'N" ,-,�� iI�a_It, � - " 'i , i - I L , 1 ,tI � I I . . I , I , , , _ , . , _0 Ri 14 " 1, F I 11 I— , &'_', " � � '�, - ',,�, 'I, - ,t "" � I I? I I ,f���r,j "I'll".' ",ill, 1 "I , I . I I 1, -�+z I ,�11 "I I _1 F I I - ,i, I �:�,i;l i-;, � "Ill, ,�W*4;_, 1�, I -1 1. L" - I � , �", " ,, I I I I � I, I � I I 4, """ - � 1�`�_C'I't -v-,', FF�'_ " - Y , 14""', " 'k,? , -, � 11 I ,: I , I I, ,, I 'IV rt� 1, , III � � .11 ;I�.�',,,, _4, t'!�,,,J ." " '' 'Ir.I �, ilt'l- , I i , �'; "' "It ie I �11 , 1, � t, ,. � III 11 11 � If the difference between, any 2 sets of readings is greater than 1-1/4", stop the job. IF � I I I I ,,, �,! I � , JF� Volz,�;: ... �g.',,i*_",tFT- � A" ,F� I � I wll , , �`,, , II �:,', I I , . , , Of ��FF��,�'II r ,�,iol,,,� k ,��,� , , '411, - , ,,. 'FlI, ,� m 11 """ - "," ''-, 11 - I 11 I 1', I It— ., W , ,1 1,11 I �� , � r I :I, I , , I � "I , , I " - I , 't , I I � . " I " I I 11 "I'l It : �;��,i, , ,, �tr,`I,,�� - , _ 'I I, � � I 11 I I �1 I � , � I I I I I . ��t, ,�,, " 111 I � , , , ,,,,, - ,� I � 11 Notify the Company Rep., who will determine the course of action. Contact the tank � I I "I I �i ,1 IFF44q�:"FI,i-,;'i,t, �i�I,111�;�� 'Ittl! tiZ Ft 4 "W-1w, �."r' , 11 ,11`11 �' , -_ 1� �. - I I� - � 1, � , - I� 11 0- gw� ,,�P`I�f'Z,C�F,;t", 'IFir, 11, F, I -,, � ,II � ,0.11 , I �, ,,,"I I I I, 11F .- . I , manufacturer for further guidance. 1; 11 ,�,_� ? , I I 1, :,, I �01 I., 4I " � �F, I I FT1l,,,',V,r',� � I I " 6,II4, � , ", �_� , ,-j � I, � �', � , , _ _4Ir ,,, I 1, " ,I ,�, � _�` , I � I � :, I ,� � I I I I � ,� ,,� , I ,','IFFF� 1� . F, � I I ,,I , ,- F- , , . 11 I F, - ,,, % , , � I I I � IF .'. ,,�, ,, , I I . 0- �4 " , t"', . IFIAN W, I'll 11 I I . ,tj " _ '�,11�1 '1_ _IX,,, ,I - I -,,I,�: � , I --�; I�F �� , t � ,,� I '' - � - 1 - I I Ft - ,,I,, Ir�,,' - a � I � V"', r_ I I ill I F 11 � � , ., , I , , , - I . 11 I I ''I :,4 < 11.11IRI. I , I - , ,. I , - -N , ,� - , , '' , 11 � " .1 ,'I, � ,,,, : 'Tt �_,, ,F i4" VC 'I,Q,�,t� I'll, I ,� II I 'I., 11� ' �I, I g n F, " ,, I ii��,�A,, Ft" " � " � I'' I . "I'll, I'', - � � , " , - ", I. , "'it"..!- p. , , , , 14 , , ��, � I IF� "I '', . r I I . I ,,, ,� - I- I - I 4�,��F�,�Fij � F "t ; �� �F, ... _ _ ", � � I - IF, � ''I It rf,_,"M., , 11 - � , '', "" , , , -, ], � , , � I I _.r 12. BALLASTING: Only the primary (inner) tank shall be used when ballasting the tank. Never fill I " I A L� I I 1. I : ,_ . "'t. , it, " I I � I'F .4 'T, - N�IF �, � iie -, " i '� ,I _ _1 . ,� ''" UN � , , ,:, � : ,� I I 1 I � 'I', I ,,� 41 t�,t �,,,tt,,�. , V�,,,,,�F!-�, �� "'A , ,,z - ", - , . " 1. 1, " ,: � 1, ,,, � � 'l:," �.� , , " , ,� - 11 . 11 -1 - , r ,;� , ,- "k " ,,, r - i; Fi , . 4 1 1 1 � It I., , '', , "I ... � j� FIFF� I , ,,, IF, ,,, , , Fit' _ - �, "k .. . I 11 , ,,+ 1� I � " k"L , �� I " 1� l: �� I I t , -17 J - , I 11 , ". � -, --I � � W, "", "': ��` "' _ " , , �I'Vl, , , , "" I i , � F I, I " F, �,,,3 1 1 �, 1, � ""', , 'I ,� the secondary (outer) tank with a fluid. If the tanks ore ballasted, conduct a Hydrostatic Test � .", � � � � � , ,4 :I I � 1, , ,� �kL -';' I' , , ,,, , IF �-- F , - - , -, - _ Al�l I 1. I ,,� "t-17 " . ",5'r., ", , .V ; Ii l'V "4-, `1 14� , , I� , .1 .1 � � :,' I � , F �A , ' , 1, � , I ' � , Fi , ,�, , ; I 1, -�, , F I , . I I I I, � � iE ,.1"." , ,,, I- - - _�� , ,., _�, It - I'll � . � � (instead of the post - installation air test) on the tank and fittings. I 'IV , � I I ":,I,, Cn ,. , , ik� N -, , "", '�L� , I F, ,'r 1, F, I I �, - - ' '" I 'I 1,-,F-, , , I - t1r, '11," I I I� I ��� , - _t', - , -,V I ". � I , I � FIF �, 6, 1, 2 11IFF'r, I 1, i-It, ., "r,"It'; IF71',",kj� IV— I ,� , �, I 11 I , - I � I , � � . , � ,,, , , � � '0, _Vj � .11 "I I � � �, , , , I 1� . i �, It , It , �, , , I I 1 ," I ,� 11 I k� "K"r,""'4�f- " I I- " ,� "�,�� � " I, , I" , F.f, ", �' IF"'I IF, , ,. � I If ,� , , , `el� rt, &, � �, � ',�, �_' I � I ��, "; - - "t I',, '%" � ,,It 1 �w , 111, I - , : I . -1 I 1 I� "I V, 1. , -,i � I-, I 1 ,'4�� 11 I�MVFII I�It, lt ;,*iI",'IFV" - , : ... . ... r ��,e _', �,",��_ - , ,It " , I 4 r, , " I " 4; ,I � , I , I � 1, ft� ., ,� I -,�,,,,I, ,,�A " I : , ,�* ,% I 11 I . a I ,,, , � �, " i.,l " I I � I ,I I I 'Di, �. 2 """ ",I,, -I,,,, " ots"!, 11% , I - -41 v'l �t� `�I I i "I , , , - I , � Ji , 1�111F, I i"', V'I IF1 I I'' , ," t", -� "",'I: Y", I , I I" I , V I VI, IF ,.I, - , " ,, , 9P _1�4v, �,4_ , " �II "".4 �I " - ,,, - 1, �, I � "I :,� 1. ': ;:,", I " 13. BURIAL DEPTH: The burial depth from the top of the tank to ground level shall be a minimum " � 1�1 I . � I 1, I, '' LLJ A - , - I tV, , I, . �, I " � �,-e'�, � j. :: � , � � I a - - , , " tV, s I �,% - I,, ,� I � I 1, I It,, �V " I 'I � 1. ,; , tl-K�, ;, .", � , , . ',I, 1�' " "I 1:1 II, i t , ", ,, ,11 w, - F', ," , . I 111� "'I't, I'Vi-4 I I ,"it.,., I ", ,", , ' I", , " I �l .- � � I, 1, � " , - I _ , ,,, I I, ,:, I � " , , . I'll 11 - 1, 'I i � I , -,!� , , I I . , I F - .... .. I � ,"�,�' *' I , � , , W, ,.L ," I I I I 1 1 : I -_ � '11, � I It, . , I , .... , -, - � I I 1�1�t,"I!,W,_I, I 11-W " 4, ��_, , '' , of 3 feet and a maximum of 7 feet. The fittings, if a manway is used, will be approximately i N 'L, Ifql'zl� '' I - � I "', I . I � 11 I I I I I . "W"' , _ " I,', 'r,� I,,, "I F�� , - _ , ,, il �, t ,,�4 ': , I I" � , � I � "%r � TV iil Ittt,11',g'�,� I � I 1 1"'lix-IFL�," I , � I I I " � , 1, , ,, 11 ,I , '' - I, � 1� 11 1IF" ' ' " - , ,I , ,,I - I , , I I I 11 i ,,-,��, , ", , 'IF-, e I I k�� I I � �;_'V�' ;",�,'J�,,, _ 14 , ' FI�o �, r " V�4 , "I"', , ,I , , � I, I I �, ,,� J 4 , I� ,I � . I I III "I'll F' I " I �_ - 5 - 6 inches off the top of the tank, This shall be considered for the slope of the piping and I I I 'I, r I , Q� I I it"t ,�, 'I'll - �, .1 -,�,,�, - ,," F , , -,?�V� I " � - � 11 1, �A, t, , , , I ,I", I ,� _, � . , 4 1 1 1 11 I "I 4 , 'i I - I � � , I W I - , 11 I- I , I ,,, �, " I, ;0 ,, � IF , , 'i, , , �4,�rMl , " -it- , 11'-�' ,� IF I' I ... I � � , , - I` , " M-1 I �,- , 11 11�fff 11 1,FI,, �11�W`� I IV.- � _ _ , ��_, I", I I �_ � I ; I I I I I , , , , �, ,�,� 01", � 'Iq'i, "I", tt- ,, ,;� �11 I ,�� " " ' F, F "', ,� ,_ , ""�", t - , I , ,� , � , � thus may affect the tonk burial depth. I � I I - I I , I I-11 I _ F, ... ... I 'r I ', 4'1t � ,�,i ,,V��r� " I , � - 11 I X� - " , : , "I"! � , , � - ,Lt'' - ,�,',l I' I I , , , I I , I lFt- ,,", :', I V111 � F""'Vi'll V.1 , ,,, I ,, _ __, IF I ,,, , " 'F` , ,�, , , -4 t � I,�,-t < - , '%, tollt�`O ,�_ V. , I -, , " "'7 - "I il I IF, "IF'. _ I� _ -, , q " ', ,� r � , , ' 't: I I I 'r _ , : ,�, , -, �iI , , t �A i "I" , I - , �, � . I , ' ft I 1. I 11, I � I � 1 4 FIF , I � I . ",I 1. I ,� .11� I I �, , ', 11 41 ,, - I I" �1,0 I I, "I �, - I 1-1 4�� -1 ,1 I _� t �Vj�'! *:, � , �1' 11 'Io;I�, I , , , IV , , , , , ,,I,) 4 1 4- F ,;I ,_ I , � J . � I ". � � 4, � �� ... r - I I r I I I I . , I 11"�:,` I I :D , I , 1,t��iFFI __ ' ' ,.' '4 . - �', I ��, I, - ,A,f*L,F"1T, , � .1, - I " - I � - , I I I I I I I 01 V _, ," ,r , :I a i 1 It � AWF,ItFi� 'IF " _# , tr, ' _ �t _ ,�,, IIF �, i I I , I ,,, . , I �� I � 1, ',I ,,,, � 1� I I I I . 'Z, V,4 � � , ,,, I"F", , F; 'r __ I , , F 11 . I I I I- .1 -_ I I � I : F I t : I I , It", 1. I "', , I _ -� , I , I 11 , , , , . " .1 I - � I , � I I I : I , , I a I , � , .11 Wt. "I, 11 F" I tr I-, 41 1, � , I- 41" I - -It - ,,,, I 11 ,�� � I �,::�, _,:� ,,,,, -1 /, Ii1i".11 " 14. VEi Vent the annular space between the primary and secondary tank only if required by I 1 It, , , Ft— � ,I 1, I , . , .� � `,I " � JI , I 4 � � , , , , - I - I � � _l,,_,t, - - I' - 4 � 9r, l'&INV'' , " 7,� I , ,,e� _ ,,, " , � �: , , " , � -11, � , , t � et , 1 4 � � " ��� I - 1 I Y, I I �� , I" - , I 1, I Ft, � I,. , I c, ,, I ,,,,, " , - F, ?, 1 11 ,,� � I-- ,, " I � �; - � I , '41, - 5 , t�, ", ,� " � � �, ' ,� � !1, - " 11 , ,IN 14 , '' _1 �, ,, , ,' �`Ft ,F;,�, ,,'I I I , �i i , ,,, ',�.., " _ ,f, i"r - .11 , I,'� "' _,,,�,,, 'i_ F 1, I , I local jurisdictions. Venting of the annular space is not required by the tank manufacturer. If I I I 1� 0 NFO1, � . �l -, I I � ��71-11111 1-11 I- - I- I , - , 1, 1 I - I I ,� " -;,� " . , � , � 1 41, 1 1 -I, I, , � ,,.,, � , , , " � - . I I I I 11 ! I , I -, ,�, Fir I I&� -� -4t 11" tIet.�FIIJ,�,%Fjt�'�', I 7-111, - I 11, - li,1 , __1 , _ I,- ''I, I 11,11"It.l.-, . -1 I V, V � I ,� - I -1 I � required, manifold a 2 inch FIRP pipe between the tanks and connected to a separate vent riser. I, I I I " , � � V, _ " ", , , , , 1, 4, 1 "' '. -" I , -1 --, ,- ,� ", �, , - lIi': .!, � . I : '' �', - _ , It-, F`I� " , " - - " ! I � I I , 11 V `� " F�F Et i, � -f 111� � ,-I", F Ill 1, U- ,I ,, ,�_ - ; , ,I or - -ji-r i i ,,,: I. V.", � ,� � , " - I I I i 11 < � Il� F,� II't, 4, 1�,1 , IF", I , I'll 1. 1 �j � " 1- � I .11, 11 I Do not use the primary (product) tank vent to vent the annular space. I I , I 1� - I ,,, IF - Q'I � , , �- "I", �, -1, I � 'IJ " IFIN 'I IF I ' � '1 r .r � '. , a , , , " �. I r . . I I I I , 'r, .01 1 , , � � ,,� , IF � �, , 1 , -t� � F . � tlft��,llV�, I, � I , . 1, � �V,r , , 11 � � _ III� I I I I I �, I I ��:,,:, �,' I, �.' � , ,,,,I , " �. .1 I �� " , , �, I , I W F '�4 1 1 FII- , I � ; I � ot , ,� , ,, ,VF F , � , , I� I - - I , - I� , - - I V .1 , , ,�_,� -, r. I - --,:" ` � 'l, tF,,V,Z I' 1 I � I I . ��IFr' , I !- - _, , ",� " ,r,.' ;, �IL� " I" I � j�' , I ' : I _ ' F , I I I , I , " " , , , II ,, k V� I",- , .- 11 Ili ,,, , , - F, ,� , , I I � � , ot - - � ik 1 1 - , �, :11 , , V, ", , I�, -, ,,, , , 1 I� " " F. - F , I I, ,. ;, , � I , , , I �� , I ��.;�,, - I I " , I � I �.. W, , I � �_ tIi" " �,5- 1 : ,�', , ,� " " : I " I'- � : � � � , , ,j',� , , I � 1 7- IF, " , � I " , � , IwAX, � ,,, , I I " I � I I � �,I' I ,, ,�Fj k�, IVI! �F�I, , It I � , , � ,ii ... I. . I I I , t" � IV , ,iiF , , � �', , f ,,,�,, F, ,, " � � I I I , , , 11 - , . 2�1� I 1. , I I � F", � � j � , IF " it I I tVI, � 1� , '�I. � , , � �k , I ` I" ,� � � , , � 'r � I., To, ,.. ,r, 4�',, ",, 0- , , , 'III -1 'A' " � , - , ,�, IF �'ii' '' - � � ., 15, INTERSTITIAL MON17OR: A pull string may be in the tank. Install a new pull string if the I , �, -, _ 11 1� I -It. _V � " , _Z4 � ''t I ,� , - � " , '' ,I, '' ,, t � I - � I - F,,�:�,`,, "I'll" �, _ �. I I 11 ,,, , , 1 4 �Pt, V` ,Iii , ,� � oI ,,, , '. , " " " " , , ,,, , _ ,�, � ,� I I � i 11 � t''F�tl - 11 I - �Is,,,X,., , � � , I I � 4 " ,, ,, " 4 , �, �, IF , ,I'� - .I. _ ,� I'v , "F, - , � �,� I � I I . � , I I � "' - I 11: I I, I I I , � - - ,.,t , ,-,,,, I ,. , � - � I� , �, ,, r �� " I" I � , , � I I I ", , S I , 1��, I t;." 1, 11 �� I, I,' �: -, , ''I �,--�:- , ` , , & PIPING lt,!� IFF �g -'it", " I,I, 1, ,,, , .,�� � , � I ,, �,,',,, " ,,, "'t, � " , I "I'll "': , , , � ", , tring is missing, lost, or broken. The pull S tring is not a tank manufacturer warranty item. � I � I:1 - " , " I � I, , � - � - ,,,, I , IF , -I,, � , I , - -, , � t I— I� 11 P,�� lF,V' I - , C 11 , 1, , 11 nn I I 'WrF", , , ,F,I� ",,,I�", Iiy - - , - �,, - V, 1 �111.1 ,I "I -,V', , "" ,,, , , , : ,e I Install the interstitial monitor at the botto centerline of the FRP tank. Insert fish tape 11 �. , 11 r 4 , ',i �, 1, I , "W, V,r 4`!It� 14 1 1 1 � I " � "Il , I" I - I , 4V, ,,l,`,4'1 i,"� - "I - - "I il ,� - ", ,- - - �_,,, �� A'IF, V I I ,,, - , ,� " I , ,I', -,OIL�,� I � , I I r t�, L"W'' � � . It I "�, F, 4i", _ I, , ;, I "" 11'�5_ , I—' I I '1t,0,F: I 11 I V ti`�, ,�,,, I �� ".."I"'I't, I 1, "I I I � I , through the annular ace. Tog both the pull string and probe signal cable at 12.5 ft. plus the � ,,:I I . � I . I Chevron U.S.A. Inc. INSTALLATION � , , � I , ,� 11, r I - ,I,��, 1� , I- �� ,�,, .1 I i -, g, -1,11 I, q 11 I I 1, , 1,1 I I t- , �I I I I I "I I � burial depth. Attach Is pull string to the probe and to the fish tape and pu ""'ptFM 11 " 4�.' , 7" 4;;,�R, , "" � ��r - . III I K - � I ;1 I , -,�. I", I I 1 IA, , , , , ,, I", � I X. , 1. " , . . �_ I I k - st� 11 probe into tank. - RietaiiBrand Services, San Francisco � 0"FIF 'FFF1 Ito .. .... t " , I I -1- , � *,� - 1 �,��' I ',t � I 4� ,V , '' � I I , , ,,�, ,I ,, I 1, � � 1. IF, � ri 'It , F, - 1," *�w.f, 6 m, ,� � �_, I " I I I I F', I I , I , , � I � I ,'_ I '� % 7FI I 1, � - " ,,, I I I It, IF- L"', , I F, " ". I ..... �,�;�,�,� I- I, . � � " , " "" 11 �, I I , � I IlIV �, � , � , , , F " , " � , , � ' 4I TIIIF F;V ,� I _ IF ,I - . � I I - , F 1, � " I �' � _L � ,"'�, � , � , , � 4 __�� _I.e,� " � I I I 1� .: , � i , 6� I ,�, I When the togs on the signal cable and the pull string match, the probe is at the bottom I I III- � �;,,, Q �4 �: ), " � ,,V , Ft � �, , I I 'I, -� I, Vikt- , I ,, , III ,1� I , I �, � I , I . � � , 11 Z I t, ".. , " � I -11 �r�, ,, , 1 -F.. 11 , � , "I 111� � , � -1 , I, � 'I I Ft I , P" I- _ ,,, . �� ,, � I -, -`V� ,, ,-,� 3, � 1, ti , ,,,I; ,-, I I � , I � , ,, 1, � ,$i , " I I 1, - .,�,, I , , -, " �,', - - � 'I7._""` , " � I - , , """ , , , - ,, , -1 I , , - , I � , i� , . �, " ', , - � ,,I )� , , I , I �, , " I I �,[, . , ,,,,, , , I 11 I �, I I - ,V,," �t,`�.4� I ,.r , I t'�_, I '' , �, , _ _ 11 I ce I I - AF , I V , � nterine of the tank. I I I 1, �, 1, ,-, T,IIII , I _1 I ,�', T-1- 9 1, I, 1* � '100, &',I �.,I - , . * ��, , "I I , , -11 - I � 11 F, I , � � F".- � ,V �� " I ,� ", ", , I ,! , " , " " .. I ; _�Fk� ;111, 1, I '� I', 1,5., �L , , I,, - , " , , � � � I - I I I , I I V ;, J" f, � , , , , I � - I ........ ... . ... 111. J'F`r"R � III �11 �it_' I 'A IF � ,,, I, *�� ,;:'_4, ��; , ,! t Z � 1, . � ,,,� ,FF,Y, .��, , "I, I I � "', � cil. , I " F 11, IF � " , F , , , ,.� - " I v � ,,, 1, - I I I �11 il&,, W" � -% ,,,� I 11 il ,_�"', -, I I,� ', � �l�,�,,-I�,_ ""', ,, ,IF, "I � -, .1 I- I I - " ,I I � r ' I I ,_� , I ,�_"%'I �_ � t,'�� I I I ,,,,,,, " " I �il r , , , , �IFF ",'," I 'i - It ,�, - � � 16. INSTALLING THE CONTAINMENT SUMP: The containment sump must be watertight to I I I REVISIONS DOUBLE WALL FRP �1� S, "PIV , I I I'. ��, F", .1, ; ,,,l - I ;4F . "I I ' ' ' '� V 11 , � � I � I ,I; I , ,: z'l,�I " , I- ,it� .1 11 I -1 , I, I, " I I I I 0 1 - F,�,,`,4, ��,-IFS I'- 1, 11 -, I �,,� , " - 'k , I �, I � 1, -11.1 .1 , � 11 I � - _'.., "",e �I _� , � , FFI. III— 1�� V i,�, "it I I , 1� ,�'. I I , �" 11 ,", � � I 1; - I , -1 I I I I I I I 'r I, � - t t� " ," " _,", � , �� , I', � zi,a�, 11, F � IF, I 11 I, I --I' I, � I I I prevent liquid ingress or egress. Install a gasket between the tank collar and the containment : ,_,� I � I I , I I I �, "I I I I " -, "I 1 ." 11 , , I , , I I I I I I �Fi -, �' It , � , I 1 �IVI,A� �I � 1, -1 sump and make a tight seal with a petroleum resistant butyl caulking. I I i 11 I J3A F ,11 - tI.1 I" Itp�', , , , ., ,,IV , . I'll I .1 I l; t I- � 1 - , "IIIIIFF,1, - I I � I II tc_ I r -, I - I - , I I . I � I , , _ilfVAv"�'T,�,t, ,,, _iF"-.�- �t'.� , �' , , ... !,, I I , �,�, - IF, VFFF�, � ,,, �, ,, I, i � , ;" '' It : It t� �� �r� � t M'� , ��, '' - ,,F a, - I 11, ,� , � 11 I 1_1 ,I, , � I- it,;, ,,�, I I i" Ii, I I , , � 11 SCALE: DATE:12/07/89 n ! I P, , I , �;, �, I � "I - I I --,I(- I,, I, " I "I t I't , ", I I I " I `�,,�, , I - �-- ,,,,F, I ,I I,,� ,,,,,, ''I ''I I"e", , � I I I ", - ... I "I I 11-11 11 I `). � I � -1 "I - e bi I-- 11 4 6PAI 1 ", k�;,�F, - 1W I, il I , ,* I , ��. �1 ".. ,k 101r�� � I .1 i. . , , A , I I ��� . ,, Il' I , 144 ' ` �Q;0,�� x 11 "'zIt" - � , 'I ,,,, " " I ,,, "" - ' , ", IF, 7r� .'I' , 1� I 1;, I , I ,I., III, I 111,�, 4 ,, -, , _� 10 �� ST 5IF,.,4;�_ �, , , � , , , V,1 I .�, I 1, I , I - I I � 11 - I � F I - , %�, 7,I ,Z7, �,'� ': � � �t,Ir. - I , "I I � , .r . IF, � , � - 1 42"'' -, : �,�� � Test the containment sump with water if required by local inspectors or Company Rep. I - I r I I � cc) I I 11 �1, , �,,_It, SI!,,�,, ,-,-" q�, �, �,I �, , � , , tV� ,,, , .", , � �, I'll � 1, I I I I F . i d ,�� I'll 11 i , -1- 1. V I It I 11- , , , 11 " .11 11 ,,I.;, I I I , 1 -1, " " - I .,I"t , I I I I � � DR. , , - .1 �, i,", a- I � 'Ft" - 4 I r; ,� ',�i% II.,, ,I ��', I I ,I ,;, 2I 1 CH. APP. , � - 1`FI --- , F, �' � I,- , I,- t I , , " , , I t I, I 1:1 .- - l: � , 11 I 11 I, � "I , I , I I, I 11 I 11, I , � F , ,,, I ,�,�,Fr � I; , , �tr'4 , � , � , t�, 1 "'ro , " IF , , I- - I I 11 11,,,FF1 1 11; " J11 I I -, �,� -, I I I - I 1; F Y � � ;I I.P 1, � ,� 'j Vo'�� t'*' - , , I �, 11 r I 0 11 " ,,�� � t, �, � -IIII 'IF , I I It., ta I., � ; i, �! � ,_,�`Fr� ,;��,�,"',�'�: - I � , . - � ,:, ,I 1� _l .� ", "I � I I I I , � I'll � I I I I ,I I -, , � . I � ,I �, ItIx -I. , 1, '' I - 4F.'' I � I r W� I, , I 11 I'll � , el � I __.;�l FIA I - I 4,��I� ,I, - IF I 11. � FI � , � "I :; 17. INSTALLING THE SPILL CONTAINMENT FILLBOXz The Spill containment fillbox must be I ! I I _ " I�, 11 � " , ,", F, I , "I',", I _ � I - , , , ,, - I ''I I'll iW � I I , I I I I I 11 . 11 - - , I e '�!F e' I I : I I 0 11 I.,,,�,, ,e ,. � "I I - 11 I � I V �;,, I I V� , I,,' I, � , � F,i% ,f,' I � t I : p , �,F�' ", , ��, - , � "I " - . I I., - , I 11.1 . 11. � I, � e , "'' � i . I I � I I . � 11 F: ,, � "', "' , I�4� � , � QF�� " '' , I " I liquid tight. Test all fillboxes by filling with'woter for a minimum of 1 hour. There should : : 11 � l �� ',,�_, , a", -I � , �-- - I 1.11 I � I", -___I?I IF I - I - "I ,� � 1 141i i I I . ll�_ I ��, 1,-, � ,A-40,�C' , �, � �� %-� F I I � I V% " �, - I I � : � ',�-, � I t� ,1 1� 'If' _� ` 11 I �, 11: . �,"_ � I , , L I �, I I I . 11 It, ,I �,:,� ,.F, :F_-' i 'A I I ; 't. , 11", "I 1. " t �1, , , - 1 � I 11 I i ,__:, � h V., 11 �111 , I , , �, � � i� � , ,�� 11 �, I I z , Pyl � � � , " .1t,7r ", , � I " I- , F, V V'LQ, ,., � I, , , I � I �1_ I ,,,,-, I � I I I I I .11 11 I ", I � "I � � 19V, , � , % I I , , , "I I I ,� I ,�' I I ,� �, , � I I " F, , , � tI� I I I � 1 4 1 be no drop in the water level during this test. Do not drain water into the tank, I ''I i -, I I : , I , , � - j�� - ,11,�, , 1� , IF , , I "I "I , I , 'il - I 1 4 � : , I � I I 1, , "I I I I 11 - � �z 11 - , " : - w " IF �,, , J , V';F �� , ,t�,, ��, , I F, - � , , I 1� � I IF, I "'$.",t"�l , t�t ,V : -, , .,FF i II�', - " :, �-' 11 "I � I I I , ,i � I V " , - I I I i - 1 � , 1 I , " I, -, I I . I It, � A It,' , �-F I I - 11 �,.. ,,, 1, r I I I � . I , , '_ ,,I� I I � I � I 0 I I � : 0 �' ;; � I r ,4, , , ? � ,,, , � " 4, �y - i �� "II , � � t � I I I I : � iL .1, ( ': � 1Z - ,; ,ti ", , ,,�I I IF, �ec4� "", "I :IF � �-, 4 11. It'% � � i I ,I �, I � - , � ,I I � �� I�;; � I El�%! , . -I � 11 � �:�, -S ��?% -, I', V� I ,IF, �ec4 .., - , , " Ill ,� , , " I A , It i � '6 1 I'-,- I'll I I .11 I I - 1 , � � I I I - -1 � I I I 11 , t , ,F� 11 �V I �: I � I 1, � , , -1 1, r . I I 0 1 1 1 I I III I � I , , I I I I I � I I , � . I �, t I t I I I F I , . ', , � " � I I I i , I , , I r, I I I 11 , ,I I,� ,4 �; , �'.-� I"C", " - �,I, ; I ,� 1V � - - , , � � " 11 11.1 I - 1� . 1, , I Z I , I !I ��� , i'. " ,I,, , , k , , I � FIF, , ' '2� 'Itt '� �r I �, - � - I N, : I - I ,., I 1 I , I ,t, a I I I � � , I &I ` ,ill- :�klll; *,X , , � ,IV I I � , � � ��, ,", � I I " , I i I � " e, , I , I i /, , I I I . I . I ; I I r, I I I . I I 1, I 11 � ', - , I I - I I I � - ,I, I I - � Z � 114, �JIJI �, � ,, ," iF . le , '. , , " I � � � , � . I , I 11, - I I � . i I ��;, , . I I � I I I � . I I I V ,,,, � Ill , �� �',, -Jr I 4" , I , � I _', I I., �, � Y , , " , , V_ , V �,�� IF � � , �� I 1 ip 1 1 1 1 % 1 __ , , V� � I'l I i 11� A, _' `It� f �� 4 � ,�W'; ", 11 IF, ,, ,, III, ,� I I I � � � I I � , � � I F 2, L( , t ,4�tl -1 I . 5 - tA I , ,��, H 6 , h� � ,t, I'r' 'I'- 1 - I , - I I -� ,,I� .�, , ,, - ; I � F� F" I I � aA 16'i��g 4iaiiiiik I , � i�t e, """ k , " - ,� ,,1 �,Vt` I I � I X� , I- , ,, 1 I I ,� I I "t, ,.1 , IF ;t, I I . I I , , �, � IF 1 " ," , , , "Ir. , I I � I -, I I 2LI I- II, I � I' �� I11111, V� Il�l;_,_ _1� ��� I I - I I , , ikki�411� � 2�� " � � t I � , �L�F,,� . allho,a�,,�, r, F� , I oz�� - F A I �w"�� � I ROOM I kLi�ii Ii��� ,G� _,_�,��_, i ♦ - .. 77� n z I Iwo, I Ili I. ^' yl i. a .. 7 II. - LIGHT FIXTURE RE W/DROP LENS & 400W MH LAMP. 48" --- LIGHT POLES 2 X 4 X.12 TUBE ---- LIGHT & POLES DARK GREY (GY-210) 24" 11/2° INLET - (3) " - ALUMINUM SIGNS FURNISHED BY CHEVRON( 45.1- INSTALLED BY GENERAL CONTRACTOR. ., '' '' 1/2" CONDUIT (SPENCER OPTIONAL) 221/2° DIA, HOLES - (4) 21" - " 9" 101/2" 101/2" 911 THIS VAPOR LINE OMITTED ON SINGLE SIDED DISPENSERS o i 41/a I' 2 / WINDSHIELD SERVICER BUCKET N / DARK GREY (GY-210) �. I _I-c3--- — _Gb—- — - — - — ---—-— -— - —d;I_ - — _}-- --- NR-WATER REEL UNIT WITH STLBRND HOSE, - I ' ' ICE I I I IF I I I AIR R CHUCK/GUAGE & WATER BIBB. '. (SEE SITE PLAN FOR COMP. LOCATION) I I I I I I ___ --- TRASH CAN COVER WITH r M - — � — — -(�� — — — — — — I — — 16 GAL. DRUM. Y „ n (GY-210) _ _ - _ , - 7 - ---- --- ----- - - - - -- I I tD I I I I Y � - 4"X 4" TUBE STEEL POST I I � I -(-&��-�3 - — - — - {�— - - — -— - - — „ DARK GREY (GY-210) x 4ri ;. --- --I- -__ II -- 1---------- - OUTLET 1%2" N. P 3rr ��" X 1%2" SLOT,- (B) TOP OF CURB II 9t 11 II` I� (WITH OPTIONAL 47271- SEE SITE PLAN li li 11 I�.. II VAPORRECOVERY MANIFOLD ONLY) li 1 CONDUIT MULTI -GRADE DISPENSER BASE f d SCALE 11121, I 1 REFERENCE LINE MUST BE A LEVEL HORIZONTAL FRONT ELEVATION l _ _ _ _ _ r-- LINE AT THE BASE OF ALL THE MPD'S IN THE ROW. s SCALE:1/2"-T-O" - - -'I TI r' ( I THE ADJUSTABLE DISPENSER BASES MUST BE SET TO MAINTAIN THIS LINE WHEN ADJUSTED. IT MAY BE NECESSARY TO ADJUST FINISH GRADE TO ACCOMPLISH THIS. _ FINISH GRADE z ro ADJUSTABLE DISPENSER BASE DISPENSER ELEVATION (DEFINITION OF HM-21 REFERENCE LINE) SCALE:(/4'-I'-0" FOR COXWELL REEL %" 0 X 14"LONG ANCHOR BOLTS l8)� rpI IN COLD WEATHER CLIMATES, INSTALL A 12"PMANHOLE (PVC OR STEEL( W/COVER! INSTALL AIR/WATER PIPING BELOW FREEZE LINE. INSTALL AN ISOLATION BLOCK & BLEED VALVE. INSULATE RISER PIPING & VALVE. (D L7j/ ° II II SECTION A -A SCALE: 3/4"-T-0" ° ° DRIVEWAYASPHALT/CONCRETE SLAB ° i - f ° PEA GRAVEL BAGKFILL FINISH GRADES ACROSS THE LENGTH OF THE CANOPY MAY NOT PERMIT ALL DISPENSERS ON THE SITE TO BE AT THE SAME ELEVATION, BUT ALL DISPENSERS IN THE SAME ROW MUST BE AT THE SAME ELEVATION TO ACHIEVE THE DESIRED HM-21IMAGE. m NOTE: SET DISPENSER PIT B ABOVE HIGHEST ADJA( GRADE TO ALLOW ADI SLOPE FOR DRAINAGE. DISPENSER PIT BOX TO BE AS MANUFACTURED BY FORMER INC. 2800 COFER ROAD RICHMOND, VIRGINIA 23224 (800)446-5799 MODEL • 3 PRODUCT: F115-390-3, 4 PROUCT: F115-390-4 MULTI -GRADE DISPENSER PIT BOX SCALE NOT TO SCALE (PERSPECTIVE) Chevmn Chevron U.S.A. Inc. Marketing Operations San Francisco WO REVISIONS ADDED DISPENSER ELEVATION. REVISED MGD. BASE TO CONFORM TO MGR. DRAWINGS. „r Z :1, , AIR/WATER REEL & MGD. CONCRETE DETAILS SCALE: AS NOTED DR. G.CH. CH J Q A Q (n Ir LLJ F/—�/ Q 0 LLJ i (o N CY CO DATE:03/01/89 N APP. O U N O O M-12 Mm 0 = 7 . K 2 1' 5 1/4" EQUAL y EQUAL G CANTILEVER BOX OVER DISPENSER rE��I1 I I MANNER B� FRAME Pfl -WHITE BACK ILLUMINATED rGROUND HOSE NO ILLUMINATED - REO'0. FEB. SIGN WARNINGS 4 1/2" 1'-9 1/4' 3 1/2' �_ 4 112'� 2 I/8' 3-3/4' TYP 3/4' FYP S J 1—t ---- /— — — — — — — — — — — — I ! 1 = = U COLUMN BLUE BACKGROUND WHRE LETTERS REMOVABLE SIGN 2 -O METAL VALET CABINET GREY BACKGROUND WHITE LETTERS WHFTIE W44-835 r I� OPEN I 4 -0" I1 �2 I3 A[GULAA UHLEADEO SUPEME 1/1 STAINLESS STEEL \ OPEN OCTANE 'METAL CABINET RATING FOR PROMO SIGNS NON-ILWMINAFLD / OPEN I J_-----T-----�, Chevron— g %jo---El r 0 CREDIT CARDS HONORED 131 W WHTL COWMN CLADDING COLOR CHART TYPOGRAPHY 1 NEW FULL COLOR CHEVRON HALLMARK e WOPDMARY. 1 EXISTING FULL COLOR CHEVRON HALLMARK ® UNNFRS E5 PMS J47 GREEN ® UNIVERS 66 4 PMS 430 LIGHT GREY GY-450 e UNIVERS 67 5 PMS 431 DARK GREY GY-210 MATERIALS 6 CHEVRON OK-10-S BLACK ® PAINT T CHEVRON RE-JoO-S RED ® ADHESIVE VINYL 8 CHEVRON OL-670-S BLUE DIC CUT LETTER ® DECAL 9 CHEVRON WN-740-5 OFF WENTE ® METAL 10 CHEVRON OH-835-5 WHITE 3M PANArLEX FLEXIBLE O SIGN FACE 13 1010=0' 8 -9" ITMO 5 1/1' 11' J=100 6" 8` LIGHT GREY GY-450 1-1/2' WHITE WH-SJ5 9-1/2' WIDE TAPE FILM OVERLAY BY GRAPHICS CND PANEL\_ INSTALLER DIMENSIONAL LETTERS NEON, WHITE ACRYLIC FACE WITH BLUE METAL RETURNS (BY OTHERS) Self INFERNALLY ILLUMINATED MODE OF SERVICE SIGN WHITE BACKGROUND WITH OPAQUE DARK GREY (GY 210) 6' LETTERS (BY OTHERS) Cantilever Box End Panel and Canopy Detail INTERNALLY ILLUMINATED C-20 PLACARD MOUNTED HALLMARK ID SIGN CABINET IM=4S'-O uu=TA, -n LOCATION QUANTITY TOTAL AREA FACADE SURFACE SIGN DESCRIPTION TOTAL AREA SIGN FACE SIGN COMPOSITION METHOD OF ELECTRICAL ATTACHMENT CANOPY LONG SIDE 1 3'-8' X 85'-0" = 306 SOFT 3'-8" 9Y-0" "CHEVRON" WORD LOGO I' -II X 8'-6' = 163 SOFT LETTERS NEON, WHITE TO CANOPY NEON (SEE FRONT ELEVATION) x = 331 2 SOFT ACRYLIC FACE WITH FASCIA BLUE METAL RETURNS SEE DETAIL CANOPY NARROW SIDE I J'-8" x 38 -0" = 136 8 SOFT 3 -9 x 45'-0" = 162 0 SOFT 10 SIGN CONSISTING OF `CHEVRON' V-7' X Y-7' = 2 5 SO Fl C-20 PLACARD MOUNTED TO CANOPY INTERNALLY (SEE SIDE ELEVATION) WITH BLUE b WHITE STRIPES HALLMARK ID SIGN FASCIA ILLUMINATED CABINET SEE DETAIL SIGN CABINET STO EFROONTELEVATION (SE(MM) I (IM) 3' -8" x 20'-S` = 74.4 SO FT 3'-8' 1J'-0" 7 FT ' 24 HR 19' SIGN = 9.5 SO FT DECAL LETTERING DECAL APPLIED TO N/A X = 47 SO 14" SIGN = 5 2 Son RED 1360 BUILDING PANEL STORE SIDE 2 (IM) 3'-8" x 46' -113' = 171 7 SOFT (MM) 38' 'FOOD MART" DECAL 622 9 112" x 102' = 6 7 SQ FT DECAL LETTERING DECAL APPLIED TO N/A .3'-8' x - 6' = 141 2 SO rT DECAL 621 11 1/1" x 129` = 10 3 SO FT WHITE 1835 BUILDING PANEL DECAL 620 15 112' x 172' = 18 5 50 FT STORE SIDE. DOOR 2 CASHIER` 45 3/8' x 6 7/8' = 2,19 SQFT DECAL 1614 DECAL APPLIED TO N/A GLAZING IN DOOR PUMP ISLAND SPANNER BAR 2 WITH 2 FACES 13'-11 x 2'-9' = 383 SOFT ID SIGN CONSISTING "CHEVRON' I'-10' x V-6 1/2' = 283 SOFT DECAL OF BUCK DECAL APPLIED TO N/A (SEE SPANNER GRAPHICS) EACH OF WITH BLUE k WHITE STRIPES LETTERS WITH RED PANEL h BLUE TRANSULCENT STRIPE PUMP ISLAND 4 WITH 8'-3' x 2'-4' = 21 7 SOFT VARIOUS DIRECTIONAL N/A DECALS CANTILEVER BOX 2 FACES SIGNS -PUMP NUMBER SEE DETAIL INFERNALLY OVER DISPENSERS FACH -CREDIT CARDS HONORED ILLUMINATED (SEE SPANNER GRAPHICS) -LEGAL INFORMATION SIGN CABINET PUMP ISLAND CANTILEVER BOX 4 (IM) J'-I 1/2' x '[' S' = 36 SOFT SELF" OR "FULL' 6' X 12' = 0 5 SOFT WHITE BACKGROUND W/ SEE DETAIL. INTERNALLY END PANEL d (MIN) MODE OF SERVICE SIGN OPAQUE DARK GREY ILLUMINATED (SEE DETAIL) SILKSCRFENED SIGN CABINET B LETTERS PUMP ISLAND 4 WITH 3'-0 x 3, 4 = 9 SQ FT POINT OF SALE 3' x J' = 9 SO FT POINT OF SALE 2 FACES ADVERTISEMENT INTERCHANGEABLE N/A SIGN CABINET EACH PANELS SLIPPED (SEE GRAPHICS) INTO CABINET FRAME DISPENSER (SEE DISPENSER A 4 WITH ID EACH 4 -0' x 4'- 2' = 16 7 SO FT 10 SIGN CONSISTING 'CHEVRON 6 3/4 x 5 1/2' = 0 26 SQ FT DECAL DECAL APPLIED TO N/A OF WITH SPANNER GRAPHICS) SIDE BLUE k WHITE STRIPES DISPENSER SURFACE CAR WASH (SIDE ELEV) CW-1,2 1 "CAR WASH" DECAL 618 152' x 1S 1/2" = 164 SOFT DECAL DECAL APPLIED TO N/A MASONRY 3 -8 X JS -8 = IJ4 0 SQ FT BLUE LETTERS ON WHITE FASCIA CW-1,2 METAL J'-8' x J4'-6" = 129.4 SO FT OR BUILDING PANEL WHITE LETTERS ON BLUE FASCIA CAR WASH FEND ELCV) 1 CAR WASFF DECAL fi19 114' x 11 1/2' = 9 1 SOFT DECAL DECAL APPLIED TO N/A CW-1 MASONRY J'-8' x 22'-8' = 85 3 SO FT WHITE LETTERS ON BLUE FASCIA METAL 3'-8' x 22'-3' = 834 SO FT OR BUILDING PANEL CW-2 MASONRY J'-8 x 24,-0' = go SO FT BLUE LETTERS ON WHITE FASCIA CW-2 METAL 3'-8" x 23'-5" = 819 SQ IT AIR A WATER 1 SMALL FREESTANDING SELF SERVICE S/S 14 1/4' X 14 1/2" = 1 4 SQ FT METAL SIGN N/A DIRECTIONAL SIGN AIR/WATER A/W 14 3/4' X 14' = 14 SOFT TOTAL = 2 8 SO FT Air and Water Sian 1'-7 IM=35'-6 MM=28'-6 4 -9 METAL FASCIA WH-740 I J'_0 8' -3 CANTILEVE SPANNER BAR 1NTERNALL' CABINET A INSTRUCTK N WHITE COLUMN CLADDING WH -835 1 L Q +11 1 DINT -OF -SALE SIGN CABINET t BOX OVER DISPENSERS ' ILLUMINATED SPANNER 40 FACES W14-835 N PANEL BL-370 P MULTI GRADE DISPENSER GUARD POST WH-815 NON -ILLUMINATED 3'0' STAINLESS STEEL TRIM W/REFLECTIVE DIAL STRIPES VALET (WINDSHIELD SERVICE Side Elevation AND WASTE) CANOPY, CANTILEVER BOX, DISPENSER, and SPANNER STOP (OPTIONAL) 2' x 1' INSTRUCTION SIGN 2'0' DECAL LETTERILIC BL 310 ALUMINUM PANELS Entrance CAR WASH CANOPY SIZE _ FlUILDING TYPE CAR WASH TYPE nrrm Ir1Trowr mu o,c Side Elevation PROJECT IDENTIFICATION a SIGN and GRAPHIC ELEVATIONS 7 6 5 ISIUdW UW Chevron U S A Inc f Marketing Operations SCALE AS NOTED DWG No Sim L21 DATE 3-4-89 SR-w2.-al REVISIONS No Or Dote DRAWN. A Dunn CAD nLE ADDRM \CHEVRON\RANG CV12-n2D• " —1 M FRONT ELEVATION ( Face CC& retainer not shown ) / -7 11l T2 DL/HO /amp fit- cone Ok . i h .."L ;v a„ „ END VIEW /2 x / � c/ose 171pple, lock C bond nut req'd 0-0 elect, (outlet A -ELEVATION White - — WH-835S Red- — RE- 360S 1332 P fyp 9/r,R yp O 1-2 8 FRONT ELEVATION Scale 3 090 � O 34 g no 0 CROSS SECTION ALUM. FILLER Scale s Hair- C O 20 7 /w 50 2 , 34 END VIEW GENERAL NOTES: 1. WORKMANSHIP AND FABRICATION SHALL CONFORM TO A.I.::.C. SPECIFICATIONS. 2. STRU(TURAL STEEL SHALL BE A.S.T.M.—A36. 3. WELD NG SHALL CONFORM TO A.W.S. SPECIFICATIONS. ALL GROOVE WELDS.SHALL BE FULL PENETRATION UN— LESS SHOWN OTHERWISE. 4. ALL FABRICATION AND ELECTRICAL DETAILS MUST MEET U.L. REQUIREMENTS. 5. ALL LHEFT METAL SCREWS AND POP RIVETS TO BE STAIN— LESS STEEL. 6. SIGN IOX INTERIOR TO BE PAINTED WHITE. 7. DESIGN WIND PRESSURE 47 PSF. 8. ALL FERROUS TO NON—FERROUS SURFACES TO BE SEPARATED BY TAPE (3M /355 POLYESTER CLEAR OR EQUAL). 9. FACE: .125 U.V. INHIBITED POLYCARBONATE OR .125 DR. ACRYLIC. DECORATE FACE BY SILK SCREENING ON 2ND SURFACE. COLORS: CHEVRON BLACK (BK-10—S) CHEVRON BLUE (BL-370—S) CHEVRON RED (RE-360-5) REF. DWG. 81—HQ-351 FOR "CHEVRON" GRAPHICS. 10. EXTRUDED ALUMINUM TO BE 6063—T42, MILL FINISH. \� ELECTRICAL INFORMATION: a. ` LAMPSs (2) FIB T—l2 H/O D/L BALLAST: (1) 2—LAMP BALLAST AMPS: .75 AMP y � [:/6 d d Q Cn 4J CROSS SECTION ALUM. RETAINER Sce le = Fu I 1 rlW., C-20-PLACARD MOUNT HALLMARK SIGN . Chevron U.SA.Inc. REFERENCE 'SMC. CO-100' �a ."ovSte, .._,.� JOB REVISIONS SCALE: AS NOTED DATE: 01/27/88 ` DR. MNN CH. WQ APP. AV „ 3 L/206 -),?o/ RETURNS - CHE BL-370-S BLUE (GLOSS FINISH) 23-1/2' 1-1/2' TYP. O FACES ROHM 6 HAAS--' #W7328 WHITE ACRYLIC - GLOSS FINISH ELECTRICAL INFORMATIONS NEONi (2) ROWS OF 12MM 6500' WHITE TRANSFORMERSt (1) 6000V 60MA 6 (1) 7500V 60MA NPF AMPS, 7.2 AMPS CIRCUITS REQ'Dl (1) 20 AMP/120 V CIRCUIT REQ'D. INSTALLATION NOTES, i I- POSITION PAPER INSTALLATION LAYOUT (PROVIDED BY MANUFACTURER) ON FRONT OF FACIA MAKING SURE PATTERN IS IN PROPER LOCATION AND IS LEVEL. 2- DRILL PILOT HOLES THROUGH MOUNTING HOLE AND ELECTRICAL LOCATIONS ON LAYOUT AND INTO FACIA. 3- REMOVE PAPER LAYOUT, REMOVE FACES FROM LETTERS AND RAISE LETTERS INTO POSITION. INSTALL AS DESIGNED. 4- MOUNT NEON TUBING INTO LETTER AND REATTACH FACES. 5- MOUNT TRANSFORMER BOX. 6- MAKE ELECTRICAL HOOK-UPS AND TEST TO INSURE PROPER OPERATION. 7- CLEAN ALL ELEMENTS AND REMOVE ALL CONSTRUCTION DEBRIS FROM SITE. NOTE, I- DOTTED LINES IN SECTION Q1 DESIGNATE INSTALLLER FURNISHED FASTENERS. 2- THE ERECTOR SHALL BE RESPONSIBLE FOR DETERMINING IF WALL CONDITIONS ARE ADEQUATE FOR LETTER INSTALLATIONS AND DESIGNING ACTUAL ATTACHMENT. IF REQUIRED, ADDI- TIONAL SUPPORT MEMBERS TO BE ERECTED PRIOR TO INSTAL- LATION, GENERAL NOTES, 1. BUILDING SIGN COMPONENTS SHALL BE FABRICATED FROM FULL SIZE PATTERNS DEVELOPED FROM A PHOTOGRAPHIC STAT. 2. WORKMANSHIP AND FABRICATION SHALL CONFORM TO A.I.S.C. SPECIFICATIONS. 3. STRUCTURAL STEEL SHALL BE A.S.T.M.-A36. 4. WELDING SHALL CONFORM TO A.W.S. SPECIFICATIONS, ALL GROOVE WELDS SHALL BE FULL PENETRATION UNLESS SHOWN OTHERWISE. 5, ALL FABRICATION AND ELECTRICAL DETAILS MUST MEET U/L REQUIREMENTS. 6 ALL RIVETS AND FASTENERS TO BE STAINLESS STEEL. .060 ALUM, RETURNS CHEVRON BL-370-S n BLUE GLOSS FINISH 1 JEWELITE TRIM CAP 5' �i CONTRACTOR TO DESIGN (PAINT BL-370-S BLUE) L FURNISH ACTUAL W/#10 x 1/2' PAN HEAD ii ATTACHMENT BASED UPON SLOTTED (4) PER LETTER FIELD CONDITIONS 6 PROVIDE ANY ADDITIONAL i i SUPPORT REQ'D. i i iL i i i 1-3/4' TUBE — STAND AS REQ'D. 12MM 6500'— WHITE NEON TUBING (2) ROW REQ'D. E 2-1/2' C/C PAINT ALL EXPOSED METAL FASTENERS TO MATCH SUR- 1/4' 0 DRAIN ROUNDING SIGN COMPONENTS, HOLES AS REQ'D. 7. ANY STRUCTURAL STEEL FRAMING TO RECEIVE ONE PRIME COAT OF SHERWIN WILLIAMS ZINC CLAD '5' PRIMER AND ONE FINISH COAT OF POLYURETHANE PAINT. #10 x I/2' SMS 8. ALL METAL PAINT TO BE POLYURETHANE. PAN HEAD TIGHT SLOTTED 9, ALL SEAMS TO BE CAULKED WEATHER , 10. ALL FERROUS TO NON-FERROUS SURFACES TO BE SEPARATED BY TAPE (3M #355 POLYESTER CLEAR OR EQUAL) OR ONE PRIME COAT OF PAINT. r (3) LOUVERS ON EACH END_ W/ALUM. SCREEN INSIDE SEAL W/SILICON .090 ALUM. TOP (ATTACH W/#10 S.S. SHT METAL SCREWS) (6) il 090 ALUM. TRANSFORMER /2' TYP. BOX x 3' LONG E REMOTE LOCATION DETERMINED BY i FIELD CONDITIONS 6' (1) 6000 V 6 (1) 7500 V 60 MA NPF TRANSFORMER U/L LISTED DISCONNECT SWITCH AND BOX 3/8' HEX BOLT, NUT,--" WASHER 6 LOCKWASHER (ACTUAL CONNECTION TO BE DETERMINDED BASED ON FIELD CONDITIONS) r 3/4'0 CONDUIT NIPPLE W/ LOCKNUTS PROVIDED BY INSTALLER 3/4'0 RIGID ELECTRICAL CONDUIT TO REMOTE TRANSFORMER PROVIDED BY INSTALLER I .090 ALUM. BACKING `--STAINLESS STEEL POP RIVET 1/4' 0 DRAIN HOLES (4) SECTION O SCALE, 1/2' - 1' iR 1/4'-20 X 1' HEX BOLT, NUT, WASHER, 8 LOCK WASHER (4/TRANSFORMER) FOR MOUNTING TRANSFORMERS TO BOX chawm CHEVRON BUILDING LETTERS aft 0. Chevron U.S.A. Inc. ILLUMINATED Mffko g flperum Sm ftmsco 2'-0' HEIGHT REVISIONS INDIVIDUALLY MOUNTED O SCALE, AS SHOWN DATES a—oi-88 DR. J. MA CH. APP. W16 +■ v :- `aST ALl, r.p IO. N./v: . ,•.,- , caWt�l,> �'g: : °";'. 'r.LE-_—T.�RI_.CAL _—I—: ?_O_R.�M—AT Ir llLlEt.,NE ;XTG/�1C F^1C.IM.AND h.:) MOUNT! 5NNEF--F. CANTILEVER X�( SL—A_bF'TD) a- > `+' ,, �,. 2 L• i-, IA,MPS C /Q U t // n G✓h! ; @ ") T .,s. LAMPS: (,) .. 9 u I 1 D , ,0 _ AFTER CHANNEL IS IN PLACE, INSTALL FI,A.[ ..tbCr ONu a , m.; C, a _ c ... ,< •+, :-. ;. BALLASTS: (i' 4-LTuMF r". ".L',AS'L WIJ U J OF COLUMN CLADDING 7'0 CULUM:J BY ,RILLIN( COLUMN +' x+'4... S r Y �b _ INSTALLING THREAD CUTTING SCREWS AS AMP.. 3.85 AMPS ,• � � � AND IN,,A„L:NG 1/4"� DETAILED. 1N.,1.iI.L CLADDING AS CLOSE A5 POSSIBLE itY /(_ L/� r 10 CARDS. SPANNER S F *.ND BOX {2 2z_Q'D.i ! RAISE SUPPORT 1 U MING INTO 20SITION AND ATTACH LAMPS: Cl) F36 & 4) I30 T12 D':/:-i0 AMPS R iBALLASTS: (1) 4-L,;_MP BALLAST �� rl O UP1:.(lR::' CHANNELS AND F M F' �.4 R, AMPS: 2.0 AMPS /- 14 " G thd. c C/}tj,• >, _ 4, ATTACH SIGNBO? I S AS DETAI E ' AND MAKE ELECTRICAL , h "{ BOOR -UPS TO DISCONNECT SWITCHES. SPANNER S.F. CENTER BOX (4-REn'UD) f27 (2/Cj } j `v l S. INSTALL DOWN LIGHTING .1S DETAILED AND MAKE ELF.C- LAMPS: (8) _ 8411 2 DL NO LAMPS TRICAL HOOK-UP. INSTALL BAYFL!• AROUND PUMP DIS•- BALLASTS: (2) LAMP BALi_I>,STS !s A PE:NSEP WHEN PUMPS EXTEND INTO SPANAER AREA, tisi'S: , -70 Sg 1, F ALlry). Z_ 2x2x�G ,; Jx � G. TEST ALL E:�ECTYICAL CIRCUITS TO T.NSUPE PRQPUR / SPANNER ?i LICH" NG CI N'f'_.':. SECT TON 4„��to �.IG'�G iL✓r ,�: OPE111P11iN _ - . — ----- - -- --- ---- _ ._n.� 7 ATTACH OCTINUCUS ANGLES BEHIND CANTILEVER AND...�.�- rYPs (') Girl L/Ho LAMPS ,� � 'i. CENTER SO;:'S AS .;1:OW", TO SU_'1>0121 EGhCa,'�':'E. _ IAL ASTS: (1) 2 ST .1 fix! Al Y ? fikkl �-rl /L✓✓./ INSIA�L F' CIATY n -- ---- — i. i p V 1 ... '., ) 1'iAr A.. �. �S�I.:ii� ^'i.,& ?„. u I Q ^;. 7/� ; 01.11S .3 T11yiLC ;,—. YI I'h f'�/"1lIY l.C..!�iF.daM�. T"dw. F R ,nt M• !! \ jj i/`,� Y s 1 TI'� .. ..__._. - s i' �V.(1. s § A'S'1'ACf! "CHANNEL" :iA1EJ CLADDING CLOSURES, FRONT _�irJrii�.rf ;L\Nl"Li�!I�' �`` `/1..._.' '_.--_--- �la .e, , MUMS }s Rancoca I _ /Q X /Q CG%t-.IM/�--" _ N ;A' "'O SP'C1'ION;> AI,P.EA'JY T,T'I'AC :,:.Li TO COLUMN. is": -T :�. ;r. r�l a v' 2'x', � 7a �f AND BACK, 1 1. SPANNER 0' i._(sll •/• t "Tf_ 1J7 My +C la rclr Suer ly r'4 rfr�,C ��: DRkAl ,. �r-T/1 1 r —{ INSIAGL CLADDING AS CLOSE A,, POSSIB 0 G ADE -_— _--_ - -- ----_----_--__ .A INSTALL 1 OP CLOSURES. AI 1 C,;� Yr ::9`t, n`0;� T „ �Yr, ' : ' i'7 r:O MI ', seawwscaw�e�wwww.asn>m�+on+. w.rw+�wrar+nw, <_, 1 i\. rv1 l t 1 1 :r -. 1 , cc ., r,AL1C �,. ,. :,iv 1P:' .) Fi.-•, ^'12 .iil -' ,. ism•. � A d ✓L_a7 �.. . ----' ' OF S1G'�!i0 a.,� AND I'JS�'T"L (2) POP PPJt''1'S A"-' FACE 1d Tc. !_; r... _ - --_ _. { h � _ OF CLADDING AND AT COL':MN. i.,;"'I:>S i.85 JL'?P � S�"lam �C:`._�.' �h?E r'1 _1,- 10. CLEAN ti NT "E .NNER ANU RKYOVE ALL CONSTRUCTION TOTAI ` ?pp. ~^ DEBRIS1'.l?i.l,..i SITE. (• r!1 -;' IA. OUC" &Y DAIACK TO PAINTND AQEAS; OF SIGNS AND 40.�TT LU:�1N CQ YR_ l --- - ✓ �. ,.,•...n»m.r -,..,wr..,..,.rs-ear.�..y..,vrwc.w.r.,"„wrn.,>w.,..:.,a�•<.... a. ,..or..,. .,. w.sm,+.,r ,m..: w....car.nu .,ws. .. ..,irw.rar.xr:+r�.w..« �a..nv..+o..,.+r•...n..,wr.,..;�w:+w��.:.a..�,.ws;..:m+.c+eow:mn.:.•w.+w wx•,u .vaer+s.w�ee..snww w.:�o�.r>,en.... Auexvxwlrcra�+ , r , -. ..:, .. u , ..u.dr.a'u u .....wL::0..a,i ...,.. .;� .. ',:_,. - -:Err,III., ,.,. , laWiWltldlin'�i�" .,�.. « m n ee.e i�,:a �t.. .,,W... ,.._.. .,..,..�.,, ,--_. ....,. Z— •.. ....,,__ �......,...:.........._., _. ..-,_��..udlL......:_'_.u. p p hd loif Q3t (� �. �9n� rr.N,v r f: "t i'Y. ,: r I 11 I I I / , � M ,a v &,,n e ;. I n 01 General Conditions TLns Gerveral Candiliard apply to all sactnru of the specifications as if stated separately n each sactm COMPANY REPRESENTATIVE: The Division Manage-0peatiom or Representative authorized by him, hereinafter rsfrred to a those specticatiam as Company Rep. STATUS OF COMPANY'S REP. Company Rep. has authority to make oil decisions rogarding walk performed under this contract WORK INCLUDED: Am labor. met". nditin ad equipment regal" for ful performance and completion of work heart specified or shown on accompanying drawings. Scope of Work and Bid bmnstm nchudirq proaremmt of and payment for ad necessary punts. utntm, sic- Wen otherwise mind on the plain w somik2 m of specified by Company Rep. DOCUMENTS: Orawiya wed specifications Wil cooprstiw. Execute wok indicated in am in of indicated in both. Work not detailed or specified must be sane mutely red type as work detailed or specified C- recta shad drily all dner�.m and cometsim on the sill. Report at ace any disaepanu -ourvd between comings. &Pmiicatnm and site coroitiod for adpsrmem by Common Rep. before stating wok in question. Under no circumstances should work in question he started if A discrepancy a discovered shr award of Contract. Tariffs of contract apply to this work. Any drawings wit! specifications Funneled by Company we Companyh property and most be returned at comyetwn of work- Contractor to kelp a complete cat of daww qs and WKificatnm and wry pertenem s pyemenul documents on the ph at ad then. When the wad PROVIDE is used an dawwegs w n specrficstiom, at shad be take to weave "firreee and latad." LAWS, CODES. ORDINANCES. AND REGULATIONS: Laws. Codes. Ore' Is ad Regulation wick apply to this work mat be rigidly followed. Determine m drefi of any vwstmu bstweau yore Or spKdCOOM and governing Ordinances, etc.. sells Company Rep. before star" wink. PRECAUTIONS: Protoct ado property. earthwat trap. etc_ from &magi wed On Proper w rim notice of proposed wok to adloneg ppertV owner. Repay any damage to 86P" Proportion caused by thus operation to satafaction of CorpngY Rep. Protect completed work from damage rod accepted by Company Rep. MATERIAL To be now, purchased locally if possible. and of brad bran spwfiot Braude cod gale specified are appeared and wecholed to establish type and quality remeraments. if Contractor weed prefer to substitute brands or grades that we equal to time speofied. information an Proposed substitutions must be submitted to Can"" Rep. prior to proarernt to detwmn accplability to Company. WORKMANSHIP: wood quatty and attempt abte is Compaq Rep. sod areatM the Imclsby Standard" for the type of work calind fr. SUBCONTRACTORS: Acceptability of & beer& min should be dsctssed with the Company AW before bid s submittall but atom or work included in version sub emaracn wed be determined d by General Contractor alas otherwise rid is speafcrsm or accamparymg &nomnm SUPERVISION AND COORDINATION: Gwerol Con rgorm it raaorsitiie for Progreso. ascutm ad *witty of SWxoauatwi wort and a to coordrmts and exporting pamvwmm of matwiW aid performance of work of respective trades and Subcontractors. Gereral Contractor to have the sanm qualified rnpomible reprnamnhrs who understands and speaks English fluently my an the ph at are times, rctedsq tin of fuml uspeetm General Contractor in responsible for establishing and mei iti iorg of ad let Wien and gads shown an pleas v Khoneac impend Gaining Contractor a maotm an a secretion conditions for other trades and ermactrs. nckdiny stand oredrs. Panay or pantry amvactos- Before parrs begs work. General Contractor that rupees debre red Yana Prtemsas brom dace_ Rotpen of diet end dmbrq fae glass, Mupaem rd fban in chum rsmdtion. Tale mom to muid damaging r namg Prot. cemate. I&, Ott Any indwidend rsmstrMeton rely nrpoma , to Crpaq Ouch as stem bd6q, pert', panting, hidscape, Or Kh wL wig dean up after than rip w wrL TESTING & INSPECTION: The metre and type of tan arece wepectnm to be condcld. n addition to tans specifically called for an the plan or a the spedficatms wi be tested by Coopmv Rep. media "Scope at Work". Tin cost of such lasts wri be paid by the Compaq. N the Company Ree. dalmatian. dung the cewn of smtrleuon, that addition* arpectmm Of testy. whether by Company Rep. Or a latry opwy. am necessary, the Contractor shad Coowm n making arrangements for such tests. H work a oueste s on not yet been installed and aenewed mat" is satisfactory, payment for tie test shad be wade by Company. If the met" a rtsatarl ctry. at shad be replied a an additional east to Company, stad the cost of Its tat shall be fad by Cetracron . Fa work abed► starch h r nest be Intentional in sides to be testedl. it at is defective. the Contractor shod boa the expense of such ucamng, testing. OnpKtion and replacement of defective antral r comtrtrclot H IN wart a not foul delocing, Contractor win be showed an ,insiders a the contract pries a an extension of the crmsct rune. r both. directly attrleutabee to ode wcovmvl. posting. etc GUARANTEE Guarantee as work udw the contract fits of defective matwiah and workman p fir a year tram data Of final axaptW=. calm fthWWM SPdii*t Crrain defects discovered Within guaantng pied without cast to Can"". 02 Clearing Site, Excavation, Grading and Backfill COMMENCEMENT OF WORK: Doi t the smtrvctnn period. Contractor Will Post and ruaeun canes. pase,L" posters *ban such Posters me hrMghW by COff y- , ypI pea torhem shown an plml we to be rstaled when work commences. CLEARING OF SITE Included le tin work sly when ad as spouted by Company Rep. Refer to the Sint Plan (Grand A Grade Pistil for the alas It work reposed EXCAVATIONS: Excavate only to depths show on Has or Is specified by Compaq Rep. Becifll foundation excavations with cecras it acaratm is carried below required depth. Provide shoring es accessary. If water condition or rock is encountered. report to Company Rep. for instructions. NNOERGROU40 TANK INSTALLATION: Refr to complete specifications & To* and Product Ppiq Installation drawings. FILL AND BACKFILL- Remora debris. vegetation and other decavable matte. Am fig "" stew ethervrss specified shay be of granular nature containing seffaeeent binder material to Produce the required carnme tin No vegetation or extrarears met" permitted. General Contractor to Provide compecie test for certification of fi when compaction test required by local code or required by Plam- Knew fig mat" approved by Compaq Rep. befors stating work. Spread fill met" in lifts not exceeding 8 Inches in unsmpalad thicknat Rocks excndmq as inches 16'i in Ingest dunensiwn sit permitted in top 30' of ftd Compact all fill to at east 90% relative compactin a determined by ASTM Test Desgmtion 0-1557. GRADING: For comets slabs bring subgreds to within %' of required slevatiard, allowing for thickness of slabs shown on plans or specified by Company Rep. For asphaltic parenem brig ssbgnde to whhgs 1' of required aevatnm for yard paving, allowing for thickness of pavemem and fuse shown on Scope -of -Work. No apart or export to be reared for allows to make foe grads Ix %"L Raqh grading within planter moss is the responsibility of the General Contractor. Sections of planters designated to receive 'l indscapr Planting" art to be 7" below the top of adjacent planter curbs. INotr. Planters added to exatkg asphaltic concrete areas n yard may realms additional excavation to remove rock base and grown topsd. Additional slid must be added to make requr d rough grade.) Sections receiving "Podyloom" Landscape Surfacing we to be graded as specified under "Surface Preparation" on Landscaping drawing. SPECIAL REQUIREMENTS: The above specifcatiom may be modifed by a kensed Sods Engineer, as a result of a subsurfau rwestigatm Reports of such investigation will be frnshed to General Convector by Chevron US.A.. When *usual sad or rock conditions we indicated, requiring continuing on site inspections; by Sods Enigmas, the Compaq Rep. may detarmw that the Sods Report will take precedence Over specifications Iran. When work is to occur within existing planters. cwefu8y remove plants. bag and bag roots and mantas alsmiefe on the site dureug the construction pet-od. Upon connotation of contraction work, replace Parts. fin" and water. ASPHALTIC CONCRETE PAVEMENT: Refer to Marketing Operations Standard MOS 243.7 for complete specifkatom. and to "Sups of Wart" Uor Revamps: Patch all pavement removed as a result of this comtruction war" 03 Concrete Work SCOPE: This section wckidez all atom and reinforced Portland Cement conace. reinforcing. formwork. admixtures and accessories required to complets the crosnucuon wait shown on the accompanying plans. MATERIALS: 1. FORMWORK: Plywood, steel, he", wood fiberboard. or a combination of these materials. Surfaces must be tree of defects which would adversely affect the concrete fist Forms may be omitted from unexposed work if excavations do not ngcw t support- 2- REINFORCING STEEL Deforms d steel ban meeteg the req wr is of ASTM A-615. Grads 40. Matenal shad be free flan runt, scale Is emitting. 3. WELDED WIRE F.`.BRIC: Won shad conform to ASTM A-82, swificatirs far cdddrawn stool w-i for concrete reinforcement. Wire mock shad conform to ASTM A 185. Udess otherwise noted on tie Plain, all concrete slabs which we not reinforced with bars and which are 3 nches its morel thick shad be reinforced with 6 - 6 W 1.4 - W 1.4 (10. 101 fabric. 4. CONCRETE MATERIALS: a) Portland Cream shad conform to ASTM C150. Type I a Type If. Delivered a original, labeled consensus from a sigle manufacturer win kept dry until it is used What r is necessary to place anon comets stabs a serrin as rapidly as on, . Type W (High Early Strength Portland Cassel coy be wood when authorual by Company Rep. Ill As Entraining Agent, confamny is ASTM C-260. shod be added to the sweets suture for all slaps and surfaces to be apossd to weather. cl Frio and Camse Aggregates for normal-grOgm concrete shall conform to ASTM C33. -Specifications For Corecrats Aggregates". Each rim of coarse aggregate. as wed as the combnator of sin what two or mire we red. shad conform to the ppropreu ASTM gradmn i rowxe am t. Aggregates shad be chose, hard and mrrforrowy, graded sad. crushed rock Or grant. fre help Loam, clay Or srgalc matter. 0 Admixtures may be used ely milk specific authorization of Company, Rep. H used. they mat neat ASTM C-494 requirements for than pigpens twister redcng, set retaranfi w accWratrg, atc.1 IN AN Casa, a chwge m wslrn:rn M rats Shad om affect the specified design ewn" sae suengtt Use of admmtwu wench console Calralsm Chloride s am prwtteL Watr shal be der and fir is drink. Eapaum Jolett %' tluet peoWW aspha ie type, whys shore an plans. Fell depth of dery mrma %'. 1) Vapor Barred. 4 and pdyetkown shut a to be placed err I ad Ron slabs which we an receive tit r rosins Rooray. Lap adges W sleets a accordance wire mawdactrr's recaumudetiesc III YnprvwA Membrane Corky Compouids sham conform is ASTM C-309. dot of ad to rife a MMMIWtWr's CWKMer. COmPamd shad mu tfWMWOm with A fwgmle dye which Wig disappear w Khm 48 hors. the sely products which we complauble with subsaaoant ca.. fiches tai6w tie. eteJ it Caernq Apem dud be added te the expect. mu at the rats specified by dW mamdKturr to achieve maximum cold downy. Fished appearance shad be tmiwm tkurghrr the cheored surface. Tie Follow ay wrfaas And be cleared eared bill: Tank slabs, ofrkm slabs. pump blocks, biding Hors were as addioend final. In the case of rave pa, cola eeglrwnwtu may be modified as amid exatnn Or whacest surfaces - Calming agent shad be produced by Days Colors Dwwe of Rockwood I dustras- Or approved equal. CONCRETE PROPORTIONING TABLE rt� Se If 16nr.en, 7 Dw rw. waW Loser Evewee E.moviwe caeeeeaee Ceee cawee taesasee Caeca we awn A. Met Air. Seewe Snam a Am" Caeeeg Str-p M W Caws dswMrl Eaesere E-Weve IPS IJ aeI sU Saxxxh IIS1J IU.S fiah-1 JeJ AI V Tmwe 1 3.000 %- La 21K 0 ao 2-4 3S i 1 to t I airy, @ 3.000 tall L0 2A00 lD 24 25 it 1 Ss t 1 "tawewe wee r a rib in medwew `'m..w .us. wwx renew Mixing: Matorak for concro u send be handed, measured and hatdrd a aaxr , with the table above. Mix concrete thwaq* is win" a Wforse dlSU6 tail W mnfnb OMWQhad the min, ad Orgy in wativa insured for nomdsm mmm. Ready Lined CacrKt what and. shelf he Lorded. rased and transported in sccerwnu- myth ASTM C 94-Specification For Ready -Mixed Concrete-. Platt equipment and laditrs shad moll. in "Check List For Crvficstna Of Ready -Nixed Gamete Pralucto m Facikten" of tan Nation Ready -Mud Canons Association. Trarsparti g equipment shad be sufficient to emus military at a rate which wi peon proper placrn and fi din at the seta. The wmerval between delivery of bads at the vas shad be such that layers at kill; of cola.. a Place shad net Awde before spccesdrq Is"" a lifts are placed. tAtiprm. 204nim@ wstervabl. No war shall be added at the site. Concrete which has renewed at the fluid without pitatan for 10 mwstss shad so be used without approval of the Comm" Rep. Admixture sin r+emai r opm shad be added to the mix water, introduced separately, TEMPERATURE REQUIREMENTS: When it* at tsmyrature is 80 degrees F. or above, the concrete "I be placed within am her ohm Introduction of the rang waterd acmrm. � . When the tovenewshn at the site a 40 degrees F. a below. famine seam be Provided to ma. &fire and place concrete at 50 degrees F. Or above. Reference standards; we (American Concrete Imtaml ACI 305. "Recem a dd Practice For Hot Weather Cw+vetng- ACI 306- -Recommended Practice For Cold Weather Cometsq" PLACEMENT OF MATERIALS: 1. Formwork shad conform to the shape, lens and dimensions of tin sectwm called for on the plain. be securely listened, shorn braced and tied to mountain than position and shape during paring and vibrating of comets. Form exposed vertical taws to at host 6 inchas below grads. The structure below tic hovel may be pond against stable, solid grand. Arranger pats and ties m that forms may be stripped without excesses soadrq of upend taus of concrete. Contact surfaces of wood fan my be treated with a form rations agent, Of the concrete a to necare no further surface treatneemt. Wei all forum vork before pwerq concrete, but do rot permat excess water to accm ueau a ncaravm. 2. Reinforcement shad be accurately placed in accordance with the ym and secured a positions by concrete or metal chars aria spacers. (Rocks, wood, arc., shad Oat be used-1 Ties at ntersectiom siham be made with s mailed stool wire. Banding of reinforcing bars stud contain to ASTM A-305 specifications. Bar splices we to Up 24 hw diamete s, union noted otherwise on pion. Wive fabric hope are to be nrwom 6" and tied. Concrete cover ova reinforcer nem sham be: 3" for uniformed surfaces Wow WSW 2' fib formed surfaces 1_%- far interior slabs and surfaces 4- for work exposed to salt spay of salt water. 3. Footings and Piers aft to extend 12" minimum below "ties] of fleshed grade, whichever is lower. Where via is filled with well compacted sound material of adequam beating capacity, lootngs may be Installed 12" minimum below top of fill, uniess local codes or drawings requrs a greater depth. Where a steel budding is supported on prs, depth of ntefroi foundations may be reduced to 6" minimum below finished yard grade or 12" below lershed floor eeratio n. whichever is greater. In areas which freezing occurs, extend exterior footings sin foundations below trust Win. Depth to be determined by Company Rep. or by local balding nodc 4. Items To Be Encased In Concrete, such as fill boxes conduits, archon bolts. Letves. etc.. whether furnshed by General Contractor. Steel Fabricator Of COmoany, NO 10 al set in Pmtw sccuratery and secured to avoid dsLocation during comets Pow". Anchor hilt setting piano well be provided by Steel Fabricator far steel buildings, cannons. pay booth. sic. 5. Dinr+sbrial ideation far fortmrork and twushed climate nstalataon shr be t in 10'-O" for plan dime lions and alavatses. 6. Predaratioa Before Placement of Comets a) Rernion hardened comets from the surface of eOmeYNR egwPment. b) Formwork shall be complete ad -Barad. act and water removed. fault material. reinforces encased item Positioned. cl Obtain approval of Company Res. befit ph ica g concrete- d) Coercing shall not be placed an frozen gourd. ail Subgads beneath sehe shah be adequately compacted. wed trained. and shad be dampened with water before placing comes. (There shad be no free wmlls standing On tM aubgra d- AowevrJ 7. Comets sham be deposded an newh as Practicable a its final position to avoid segregator due to rehading or fbWng. Tin the istaalation In that the comes of Plastic and warkaora owing Placement. Do not dam comets which L Has beer Partially kwdmed. bl Has bar to mvvwod r imaging. cl is contomated by freega emdoaL d) Hai beat Placed wilt 90 WA%an el A"tm of xu wstm. If Do not poor comell during raw sins Is snow Was adeuaau protection has hen Provided - Poured concrete shad be protected from Prec i natss wood A am AN' I swllcmov an that It wig net be drnaned. Consodateco w. by wfbrstm spadny. roddimg, r for" sc that the convtts a ttnrougwy worked wound the rrnlrcation. round embedded items ad into the arnws Of Ile forms. eWowtng an r store pockets which may cause owwycomo q. pntng for awes of weakness- Oo not we interstate to trasorl cw=m within le fwmL Or slam to such an ntant the salip"Atrm Occurs. L Strip Fours whet socrne Loa et sudfateody so that reposed Wig ant cane ""Mo. cmpprq. a sparing. Whir firm ors removed before expeation of tie wYn Peed. protect loges of the concrete with mast and r Waves to wag conmoatwad B. Joeu eliaa fro keened whwe shown an the tawayL mid shad be made strwglm and reform by tooaeq. eaeaisg re Furry. Romfordmn stud continue man constructor and convw arms. The surface W nick pats Yam be denied of state seed wetted before at Dow" snvne. Vertical pea shad be wetted ad tlars ghly sated wish mu rersent gam ==eaest* biases pli" are urvOtt Coetruetoan psi a stabs vend be lugged n detailed a the drswtys. Examen pins skid be tied with mat" aIOscrle I in 94 If) he %" kelp less at stab. Fi dismissive Brood Oak col tin Patch amid hieh luck note face of slabs. When a treat a the taderes of pow" a necessary, the locator of such a break shall new" the err approved W the Company Rep, ad shod be aimed an a "Ve tical Jon" a described show& CONCRETE FINISHING- Finish controls singer an Mhows: Wink the curfew of the slab well an core aggrnsats a expned. Wood that the surface to a dmirm testae and appearance. toe fnaa with a stem trmirol. De sot add water during fwaslgsq. After wood lbatnq as above. tank gabs and the mots beck *wewp Slab Sled be hiwM with a suff ko a a sighs drum pwpndialar to toe mmw flow of traffic. Rehr a A&rsis an Specifications for special or aposed aggregate concrete vessel. CONCRETE CURING: The tarry poem sham comswcs as man as Poss"I ahr fir he of an me of concrete has bar cempteted- Gamete s to be Protected from hoa of MOW %", rand tanpratre change, mocha" real*} mid gentry from raw or fewng wear to the todowng PWet Cement Type 1_8 In Mianaan Core at 70-F 7 Days 3 Days Miwoum Cam at 40'F 14 Days 7 Days Who the condom temperature is Loeb* 40 degree F_ Praweda coming and haannq apprarw to lap the cone etc work above 50 degrees F Dory Lot another. proved@ widbnakL ahaanq, spraying, etc, is prerwis raised drying. The rats of ridded temp watue dewyn shad et exceed 5 degrees i Pm heuc Epapmw and materials needed for adequate car" shorn be an hand and ready before comm Placement begot Fin epOOa , and condors through the Coto -to Lull be closed doing the ding pdeeL Expesed eve" m supped Were the arwg prd listed oboe shad be treated cob an approved Crag snpmrx it at a to reran an father sate* treatmanm. 1. htWvma Mwwbra a Cary: Do sib deft the smtad. Apply under Prnare with a sway "Walsh. earwig the sne" surface wrforldy an ft esw ' Pow 1p factor's specified rate of sverags. Apply, the awry 1prnora t as sae as Possde after tnnheq OPdatrs. If this at Not Pasofg.. mum saw Owing pros*" dgscrabed abets tad tan membrane can be appeals. 2. ill" Cang Kenn tin tip movies of towns Labs must with a fine water spry and the come has sit. The most confine shall than be covered win water of mostws etairemq patdial suck as plastic shooting w cotton mats few* or sand is not to be used on "fuw&hed" ewuste s rfacm Wien suck a failure a specified on the drawmpl If absorptive cotton mats are used. lane# than most dung the spacifrd crsq prod I Pest stung Of Corry Slabs: H at is t nSNY to Blow traffic across $ighs before eawhg tries net wadded. Prated the Lab with a cushion which wi not offset tie sui Nature of the concrete. Overlay the oahros with %' thick plYrsod ruwets. Do no allow traffic across Labs for 24 hours ahr souring_ TESTING A MISPECTbNx Refor to I -General Requirements'. CONCRETE APPROACHES, SIDEWALKS. CURBS. & GUTTERS IN PUBLIC RIGHT OF WAY: lord or State Highway Dour. standards wi generally gown rwW" thickness, contow and failure of such wacrKe wort What cot covered by such standards. approaches shelf be fill thick with brmm fech: sidewalks 4- fleck with float frsalr sidawads a the approach path 6' thick with float fish. BASE FOR ARTIFICIAL TURF: General Contractor shad rated concrete base far 'Tnwyfoorm" of ogwakwm artificial M in pianist arms. Fells to tandscaping Plan for location wsi wdtalatdn detak. 04 Masonry Work GENERAL• Fissioq Weather Do cot wort during fretnq weather unless speaai wangements we made to satisfaction of Company Rat. Generally. ark arrangements to follow those specified for msi g and Placing comets under nick conditions. Anchors, Tin. Etc._ Instal as requrtd. losing proper bdtneg For archaring to comets and for seeeraq hicks, hams. stL. as Low r aim. repined by Code, or droned by Company Ras. Ranforug: Barr Forwsh turd ranted orgy when shown on plain a rowed by Code. Use Intermediate ASTM Specification A 151 grade defdmmd bars. has from rust. scales or coatwq, property bent. uuicaa, tied, and sewdy supported in place. Splices to lap 40 diameters Wass otherwise entities on drawigs- Durowst Install Ourowam a equivalent bnrsontal rmfwcng Ivory third course in block wage - Openings and Chance: Provide all required oaenigt and chases far heating, plumbing, electrical cod Other work- MATERIALS- a Brick or Block: As indicated an yam. When not indicated. as spew" by Compaq Rep. Material to be sand, he from cracks or defects. When noted on the plans, match acting masorry as rJnwy as possible - Ca We Standard brand Portland. delivered in origin labeled containers, and kept dry end wad. Sand: Clean, hard and ha from loam, day wed otter foreign matter. Pa Gravel: Graded with not ma@ than 5% aassineq the No. 8 Sieve wsi with 95% to I GO% pas" the % rich slew A Lime Putty: High calcium be, cdvyethey, "ad before pung. Hydrated Liner ASTM Resignation C207, Type -.- Water Coro and fit to trek. MORTAR AND GROUT: Matter. One Ill part *hill Portland Cement. six 0 parts dami kns surd. one (11 part him putty or hydrated)ms Iby vokntal Add water and flux as rowed far proper consistency and workability. dirout: Ons (1) part Portland cannot and three 13) parts damp. home sad, to which nay be added not more than ons-tenth Thal part him. Grout for spaces two nchn 12"1 a more in width may contest in addition, two (2) Picts pea gravel tin&" a 1:31 "'L The mixing water stud be sufficient only 10 Produce Dotting consutrmy wnhoul bleeding or segregation of the ngradsnts. Jana to be concave band with smoato stem rake unless othxwds noted an Purse VENEER: t plan Material: Varese mutrteh will be used to rarer slid, wood wed Masonry surfaces. r m. Fabricator fa material and i staliation details. Chas for sweet support will be supplied by tan for steel budding ad steel trash enclosure. Weathe proofrg: Behind terns, pet wwatm skeet for IostoW coat steel with Chevron Priming Solutm covers" 500 34. h. pre gallon wed while tacky apply we cot Chevron Asbestos Roof FUts q, coverng 50 Sig. f , far gatko• STRUCTURAL HOLLOW MASONRY UNITS: Lay oeeodeg to best practice for than respective shoe, wad bedded in mate and reinforced as poured by local ordwUnoa. or as shows as yaml satisfactory to Company Rep. Lay hallow =is with the opeangs in the units spaced to form von" columns at suits of nor and window openings, at carnws and as raqurod. Comets far content and hrrumtai to bound sari as sPwlwd older "Concrete." Lay 6 torso Or maxmum height of 48" before grouting to Prevent voids- Construct knteis as detailed. Grout filled torts below grade. ad cares when rmflrci q steel a installed. and all bond again lied Seal extern swiss of al blocks below gram but above finished floor wife Chevron Asbestos Hoot Casten. Apply in qud[ltgss of 50 sq. it, per gaining. 05 Structural Steel and Miscellaneous Metal Work (Except Steel Service Station Bufldi 0 MATERIALS: Except as etirrwas specified, stool mat" shad cmdwm a tan IedWrwn WKOCW M. except that n no case wed Kid -&:scar Stool be wCWabis. Plana. Rat ban, rots ad rntcttral stem element ASTM A-36. Pig - emerging or davit resistance nheded per ASTM A-53 or API-5L Crate B. Sulfur no to second 0.05%. Me& from open heath. basic Wyse OF Wcnc funwo stool. Udmeshnd bolts - ASTM A-307. F6ph strunnch bolts - ASTM A-M WORKINANSNgP: To conform to the bow sexual staMrds for the work resolved ad htcst w6mn of the AISC Specific team FABRICATION: in accordance wile detalh hrushM by Compan w &tads Prepared by rppaa to ant Fur oil gwomw by Compaq Rap. WELDING: Attmak rig or paa'aam9 to conform to Wed Antares W06M Seely slasta ds 0 material end awthodc Ilse sledded Weveal we Process m ad weldeq games tined Ontario" repro use of gar welding. Plata wheat a %" maximum gases. Afrarw wwdsen smgurrww and Proca ore to ow cr distortion and beat strasea. SHOP PAINTING, Ahst fatencatioa, Was ad metal tbo u44, of 1-0, scale and other laugh matter and pan are twat of Prow - a sanctified a Service Stator P.rhrmhg Specifications. MO& 253 -1 all dry film thickness. work pals wed old pima. Apply tin costs to Ad pats thin sir be neaasibl@ after selection. Do not pact surfaces which we to be weeded in recnoe ERECTION: Erect stem wet door tree wig yule. and use temporary or" to support Me& betas ad wediall or bolting is competd. Adequately guy d sign courier for 3 to 7 dwrs In ducted by Company RepJ after foundation add reinforced slabs hie on, tamaced. Plan ad field whet ad spot Pam abrasions with alit*. No cutting of structural mWo I .norm answered of the Comport Rp- 06 Carpentry, Finish Lumber And Millwork MUD SILLS: Shall be of -Foundation Grade" redwood or coda for as dominated by local on MML Treat wad cis with "Chevron Wood Prman votes- euxK that when xis we to be nosed and prated, pee by brush with wood prime IWP. Fumw Na 178 r WAW as "too a Swvc@ Ststm Pannry Speciilratioml Gram flesh with toncrete we bah ■ dace with % - 1 O' anchor belts spa.ad 6'4' emission, an content. twwass detailed *thaw= on pram. Than Load be a mmm m of two boils per pas with am hint imtd wnlan 12" of arch cod of each pas. FRAMING. Double too plain Double studs K tperwgs. Lasts harvest to dew IW", etc- whwnrr possible. Cut in am raw of fig stouprq n stud height or 6'_0' maximum ca centers and law wads with Plywood swathing as show on Ptm Pe.wide backing as tendered for pkembo q, rest room nag Wtmtom, tedm frtum', are. ISO comtraellon dsteib for post syewJ tholed hot window ladling Or solid bockiog a wnr el spin ova 8 fan end tndr 16 fen, a at 8 ten uniwm comes a spina our 16 lent wins &told otherwise on plain. I stain solid blocking at wed, and am su pill0i Wire coda I are applied drectfr an not hang amide am emsai ns throughout by drilfrn or Watching said kitchen as usury staggered blocking or crib strolling and provide canned rats ■ saffiu or taiwvI at each Wad at erased are. SHEATHING %' or %' COX Law ilia" nterr or nadwd with nterW dui grwlms, APA_ as, latest son=. P.S: 1. Lay plywood with face gram suppose" to pall. Suggs proms and provide bloc'ay for continuous edge selling. NOTE: Refr is Min for posabho eastroo in some mquwaaams. PLYWOOD: Exterior Applications: Medium &unity, everlaV such a waterproof U.S. Plywood "Mural{' with Crum overlay, r Group 1. A-C exterwr grunt. APA., pW Product Standard PS 1, as shown on Plaws. %' thickness bless detailed otherwise. Before delivering to seta ad srfaceS ad adgea of exterior plywood we 10 be sealed with Chevron Floor Hardener ttarwd to the ratio of I at. of Chevron 350T (r HI Thinner to 1 gallon of Chevron Paw Harderr. A hush s to mu used in OPyYitq maim- Medium Density Overlay a to be sealed on ad edges and surfaces @spnsd to Weather not he" flit wanes. Butte of pests and edges of All A-C Plywood in Madam Density Orwtay wine wst@rpeet move. stria Shelving A Cabral *One: * Wei shohmill, point finish - Grow 1. AAV. e Utary room shotWariest support in & ". Utility room - Gram 1. A-8. EXT APA_ %' & 1'. • Cabint pareb, tops and stoves to be towed with Masts larruts r I& - Group 1, B-0 EXT A.PA., %' & 1' - Cabinet down. permit, tops to return pen tweak - Group 1. MOO EXT APA" %' MOO fish ow side. Edge band exposed sd*L - Cabinet shelves not exposd to now - Group 1, A-0 INT AP.A-. %'. - Drawees - Grow 1. A A INT APA_ se details for thickness. GYPSUM BOARD: Thickness as shows on plans. if Code report t her rated ever surface uss %' "Frecode X" by U.S. Gypsum or cods pprOv" equal. FENCE BUMPER AND HEAUtma: owp. n notation Site Plan 1Ground & Grade Plant or Ipeufed by Company Rep. Sea table above for acte¢.gbls lose= & grade. Headers; and Pints: Bottoms dipped in "Cher. on Wood Pine vatin" to finch grade lea. Pram Cut: Except wlrs stem or natural finish :I show on plain or specified by Cams" Rep. Prime above -ground was" will is) mrsture of If Lou led Insaed d cod % pant thirrar 1Chavon Solvent No. 3 of Chevre Theses No- 1300Y. stow to dry 4b hours, fbl apply Wood prefer IFu iv No. 178 or equal). Use bank application. Ftm*s and bangers the: no to be stated, or left nature, are not to be Primed and bra not to be marked. Apply piny before nuin dy to corer ad surfaces. FINISH LUMBER PRIMING: Exposed surfaces thin art noted on plans or specified by Compaq Rep. to be stained bra not to be pored. Protect surfaces from being marked, marred or discolored. Ad other surfaces which are not exposed or whxh we to be panted, shad be priced by brushing all sides, and edges with wood printer Or approved sound noted in Service Station Panting Specification IMOS. 253) before delivery to job- Touch up an poll after cutting and filling. LUMBER:. Tube ken dried. and n accardanco with apexes and grade specified Wow as applicable. urdess otherwise speutied on plans. Questions which may arse and that are not corned on plus or a these specification should be directed to Company Rep. EXTREME FIBER SURFACE USE ACCEPTABLE SPECIES IN BEND. FINISH GRADE Structural fight tramineq Southern Pine 1700 S.4S. Dance No. 2 l2' to 4' thick: 2' to 4' insist Douglas Fin Coast Ragion Structural pints & planks IAlumto spores 15M S.41S. NO. 1 (2" to 4" ll ck 6' and wWwl of Sunda svwngth Light framing & studs characteristics may be substituted of W 1050 S.4S. Construction 12' to 4' thick: 2' to 4' withal proved by Company Appearance hameg Red-) 1500 S.4-S. Appearance 12" to 4" thick: 6" and wWwl Bean & stringers 1550 S.4S. Deng Na. 1 15" and thicker: rv"Wgdwmi 1 Posts & Timbers; 1500 S.4.S Select structural 15' - 5' and )argon) Cabnet wok, ntry network San Pans Fence posts. Planes. cods. rah. Redwood • SAS. Construction Heart headers Westin Rd Cedar S.4S. Construction • Sash cis. stops & trim Western Red Cads S.4S. B & Better Redwood S.4S Grads "A" Exterior Sidrq Douglas Fin • Rasaeoa B & Batter Western Red Cedar Raisers B & Better Redwood Resew Grade "A" CObox" Western Red Ca® . dy Reserve Construction Canopy & Buidn ig town Redwood Resew Construction Hui 0 For Rlavaeps emey -klatch a" material an do&* as possablel when acted as the plm %AILING- AN nos wxcw for 4VPahaa bard oW arch on) to be customs we oois. Drum perpendcdr to grgs a place of tolmodwy whim we paaram. Uwas detailed r sthawnst released by Cods. summits eaihoy rsgwwnwn we as followc Gypsum Sort 5d ergo Rathnd comet to . ask 6' an caters all sdges anal boarrgs. Exterior Sdreg: Use sin► nduruan Bd commit sox. sK fuse with the surface. Flow best prectra whom an detailed. Plywood Sheathing: Bel speed 6" a carmen won ad peel allies. Bd spaced 12' an cmusn aeoq ntraseuam wpprtt Medium Battery Dennis, Pfywoot 6d gaiwarzd ssenp safe spaced 6' an nose K at panel shims. and 12" at umormadau mustangs. Set Arid fill with Putty. Diagonal ShutInnq: I" 16'. he did a each bearp, thing Bel at and of soli Lord. I' a 8', throo 8d at each burry, few Set K mell of once board. Mu Gen to Suring: Use two 12d vessels on sda of miians dot war be coveted by matter steps Joss at of Bestngs. Blocking between Josh Block ip to Joist Bearings ad Studs is Plain two 1 Gel too mis at &nick star. MILLWORK. Same as Fish Libor. kcI I Play, Iouck4• and nwi settng. Sad surfaces smooth to receive palm freak Cabled. Cm mws ad SAolrag. Construct according to mum fractiu. Fat aims Ughth, sears by geung and mile ri Shap-fabrrats ad emu eompleI with hardware and shopPanted. Denver to the sa@ ready for final astadevoe. knaror Shehriq A CA" Work: s Wad stnlrny, ahem final - Group 1. A -A INT APJA" 1'. • Utility room shown%, Vertical sport pnmh a Luba A Utility rem - Gnats 1, A$, EXT APJI" %' & 1". e [atrium pmoekk top sad wolves to he cosmad walk plats larete Or tie - Group 1, B-0 EXT A.PJL, %' & 1". e CAbiet doors, path, tops to recaw pan fish - Group 1. MOO EXT APJL. %' MOO Fick ors side. Edge had exposed sties. e Cabinet &Win set upward to vow - Grip 1, A-0 INT A.P A" %". e Growers - Group 1. A -A INT APA" se drink for thickens. 07 Roofing, Sheet Metal, Insulation, Caulking GENERAL, I staid roofing sew nW dock Lon stew buildings) all wt m indicated on drawings. ROOF DECKING: (Refer to Sodm 6 for Plywo".1 SO"" deck to Shen metal deck nbs with mil l parka-Ksybn trio screw risk. 1 %" Long, at 24' O.C. parade to seam end 32' O.C. perpendicular to seams. When excel regtromrts do not Prom installation of *WOW over roof deck. noted an approved Gypsum-basad waterproof decking in dim of plywood. Pion suppiementwY support. 16' O.C_ perpendicular to deck rile and parallel to the awn. 24 gauge lievanz" steel'T" of "Z" ssctemw Faster deck 16' D.C. sack way. BUILT-UP ROOFING: Dow am ply of ran -seed sbmhwy Pepsi, poly we lay* Of Asphalt Fort, stating at the her edge ad working up the seam and Perpendicular to the elono, And Loop" each course 2" oar the annealing sin. Now the Jobs at 6" cwulss, end dove the longitudinal center Of oath hilt red tin rows of none with the rows speed I I' &pat and sass staggered on 18" centers. Use moll or tensors aporoprints to the type of deck. Then. starting at the low edgn, poly one IS' wide strip of Asphalt Fill and over that inn full 36' wide W. Following felts are to be applied fti width. Iverieppiq the Processing felt by 19' in such w wmw that at Nest two ass of felt cover the base hilt at my Pont. Each fall shad be firmly and pnfwmlY cat without aids. wrinkles. Of buckles into Min asphalt applied fan beforo the felt. at a m min of 25 16s. par square. uniformly Over the wit" surface. Ahls ad felt plies have been sat food with 50 the. of hot asphalt Per square aria surface with 400 fbs- of gavel Psi MO sq. tL embedded in the hit asphalt. (This roof coating can be ordered through the Company.) WOOD SHAKE ROOFING: Red Cedar a Redwood, as speeded on drawings, spin saw shoka shogea, 24' king, %' to I %' bun, installed in accordance whir WESTERN RED CEDAR ASSOCIATION STANDARDS and as Per pest Fire nfardsm treatment only when speclied on plain or requiredby local coda. COMPOSITION SHINGLES: Furnish shingles as specified on plan. Prepare roof deck as follows:lmlet metal dip edge to ewes. Over entire deck so* Johns-Momsie U-M) No. 15 Asphalt Salivated Fah parallel to eaves with 2' head In and 4" side lap. Instal metal drip at rakes. White winter tempeatures avrage 25-F or less. apph inn flashereg strip of J M Koior-Kap Rog Roofing to overhang metal dip Yes' and extending to a point 12' Imkimon) towns the inside wag life of building. If hormwnt w hp is required. at must occur outside the outside wag line of budding. Shingles shall be installed in accordance with manufacture's instructions. CONCRETE TILE ROOFING: When specified on yin, provide interlocking type comets roof ties. complete with formed accessory shapes for ridge trap, valleys, hise. gable ends, etc. Tie shad be as manufactured by Ro-Tis Company of Morten-Ravmeond Corp. Color and Shape as noted on the plm. Imtad tide in accordance with manufactra's mutructerss, and as detailed. n BARREL TILE ROOFING: Vitreous day aural ids, as specified on plans and as manufactured by Interf scs. LudowictCwadon a equal (as beaky readable) color aria trim as noted on the olm inch accessory station such as slual. dosurn. gable rake ulm Neatly cut and fit at radOYS. hops and ridges. Embed wit vies in cement at hips and ridges. SHEET METAL FLASHING, GRAVEL STOPS, GUTTERS. ETC_ 20 gauge gahreruzad sheet metal. neatly shaped to rowed contour and:or as detailed Soldw pints Willi a 6" nwa•:rwn lap and scrape smooth. Provide far espansm with suitable pints stated in accrdartca with kcal coMttion and codes. Locked and filed with lead pasta. Secure to in @ structure Only with gaivan od fasteners. VENTS, FLUES, DUCTS. GRILLES, ETC- Fellow S.M-A.CA.A. specification far fabrication and insulation of such work. as wed as plan details_ Flash wed seal all wag and road Perrvnkns. - Funs and chmermys we to interstate 24" minimum above high pant of roof for parapet when closer than 36" to samaL e Makings maximum deuldr ductwork: n VA CAMS less than 11'-6" gs Lubricdesignedtion Room wed 8'-0" wsewhom INSULATION: Provide budding a visible insulation and interior sand anantuation fdarvksts as noted an drawings. Wien insulation a a part of a steel panel wed or roof system, it shad be provided by stem fabricator, otherwise provided by General Contractor. When budding eewwopO hen gags w teat Loss calculations are ignored to coo red, ws► local mom staudwdsl such cakulattam shad be furnished by ChewWe USA_ cod submitted by General Contractor for picot approval a cwvecmn with obtaining of Budding Prmit. CAULKING: Seal pennoter of all wad Opwrgs wed pets where nmervant of surface Wit eadsn an or water into Making. For stew baddirgs. copping shad be Provided try stem fabricator, nherwas by General Contractor. Seal all Con" mmovatoom to budding. General Service Cwtlkkng: Pears "Symhscak" GC 9. Pdysuefide lase. one tun fa eeuall Caler to match adw.m surface as closely as possible. Use Primer spoofed by manufacturer for maturity surf sca. Fuel Resistant Coukinq Use with camact with motor d or hel tray be expected-Pgsra "Syntkacaik- GC-2. dolor 469, gig. 08 Doors, Glazing And Hardware GENERAL• Wlrn stew beading a used, fureudreg and astaflauon of doom, door im I ens lchadey locksl sask sowdprwi and rested ncida W work well be pan of stow compact. wless atherww a i cated a these spm:Fhuoi or specified by Compaq Rep, Sae "Stet Buildings aid SW Complete " of thin specification fir further dotal, and refer to "Dour & Hardware Schedule- r dswngt DOORS: Aheanttc Madol 190 a sawfa t red by Kammer Ca. RcMmd. Cahforwa, or sound. NomaW tlbiestss IPA'. Head red to be tried and reinforced with stem plate to rucewe data dose. Best to be rabbeted, drisd and ranforced wire stem plate to receive swot ImI AI exposed sermon to be fnsl in award with Aluminum Association Standards Ne. M21 C22A31 *killed. WJed red 30 eaa anode eard@ trntaans 14 OIL thick). Fide* Metat Flash type, 1 is" [hide, when sttrwag mtot AN doors to be tIed ad romf s to rw having 2%' bactset. Prvride fatryvmta6W nnforcwq for st r hardware kernel in the SchwhohL Ovsthod Boors: swbo el type. net= and glass aim as shows an plain. Compete wire two twsom marbled spnga, wed gairmaral stem track L070 inches mix thickness) secvah anchored is basing sructum P.WWm to be said stem with hall beangL Door and pate to be arapmud with suitable hmdwan te.scov lee: &~w pa oil shakla Hrgn. prang know. ad Othw macwlaeron hardware, except as noted as thus specification to be g&wauzed win hearyAety quaity. Boon to rib completely horezontal with maximm available worucal durance what a open tsetse. -Glen for prow to ratadaton mr socir 08. Aluminum: Sties and nis to be mrdzod extruded alenrtom bohed w waded for water -tight cowrctom tlomiem thickness 1 %"). Unglazed bottom panes to be wondered aluminum sheet hold a piece with www4agm ghaaq clumpas red alum us amp minds. Lih handle rid other extrm hardware to match don fresh. Who I , , I fewi, cenaa southeast door paerb) to be =Lis prvado Ribble wamhwurWR K plsmetr, rat dacur's---i-d. ALUMINUM GLAZING SECTIONS: Strsfrrs asi glaa^9 systaei shim be as maataaurd by Kawnest, Anxar m Arcadia. US. Akalruum w ppsrd wAaL Am hanwq sectors shad mu ubu dad from 6063-T5 Agenda alb*. AN glazing bead shall be sonavnd Vvym used on both sides of the glna All facto" preparation tress dated *"rings shad he so fabricated that field asselnbh will produce ¢taste tightly fined pats Am soctoss shad be sit Huard. square. level end at exact aipuoel .coat► srramding work. AN pin between metal and auwwy CAM be fully carskd and Pontet GLASS, GLAZING & MMORS Refor to Data SdoeddlO and Budding Burnam for horauor and type of plan to be rot lithos@ otherwise dud. the following ro wwmmu pdT- o Entrace dam and fill" paws teas than 2'-O' above hem - eft: mwgww Mau Is AM desk choir. • Glartd Provide ea 60 spars fen - %' pohehod Mate Or floe glass. dw- e Glee" pawls 12 to 59 square last -B_ quality xte: crystal Sheet glass, doe e Glazed parews wdw 12 square feel - "8" quakty double strength, chow. • Ore -way fifiss: 11" "Mirropwe PdaAw-0-Frays' by Libby -Owen -Foil, installed pow Plan data&. - Mirroc %' polis *to or float news. dear. with sivered or Polished staelgss stew back. e Insisting Gies. when specified an P*w Two panes Of %' Promised yam or fort glass separated by a Yi' dehydrated an space. Follow mwafacnras framing and owadateon details to Act"" "U" roue Motored- . r float. a masefatr" by Tested glass. when specafred an them: %' "Sdabronze" pofah" Pittsburgh Plate Glass Co. All elm furesh" sham be man faturad by ILhyfiwww-Ford. PittshrgA PWI Ca si maps ON ROUGH HARDWARE Pr.rids of rough hardware, wfwthr adder the of Other heodirvys necessary to make a contents ph. including of modal bdlu, f>vgwfk wad tax. ndeevu. anchor belts.. arc MISCELLANEOUS ITEMS AND HARDWARE Refer to schedule on drewngt I Construction Specifications (M.O.S.243) Chevron Chevron U.SA.Inc. Marketing Operations San Frandsen REVISIONS SCALE: DATE: DR. CH. APP. 4I-HQ-X'Z4 T CV (V I OD ri iY (y x," ,, °, RAH �,; l yam' j Y., u 6T1 R A µ. Fay r 4 v d} i 1 11 AI1A'1 ,.y I ", _,• A >s'sRa'a Inc`tJLy e. L R a' ,, 44, �'L > 1JLk : 1 t, FI i 11 a , r.N �hl . i 14�-�rA. -s: i� I x t, '�'- . Nk i. .A 09 Exterior And Interior Finishes LATHING AND PLASTERING (Only whee shown ne Plod BUILDING PAPER: Covr ad silew wood slwathng. or Itids r�lem zhilhwq s hat osed, with tnaideq papa, lapped at pints and corms, Use-Saaafutt.' 15 pound asomit fait. or apProved •quaL EXTERIOR LATHING: Over Wood Sheathing: instal 1" mesh 18 gauge galvarvred woven wee nettng lapped at pints. with joints staggered, fastened at S' cmtets both ways with gaharared "ads and spuNs- Ovr Wood Studs or Ribs of Metal Wall Panay Without Wood Sheallmg: hA or 8 acceptable) A. Instal 3.4 pound galvanzed expanded metal lath. s new fastened. with staggerrd pats, and lapped pints and co ers- B- Instal !S' - 2' . B' gypsurs Nord shoat" (with asphalt treated gypvun coo. water reoda t building papa surface. and tongue and gams adorq ttw Ao"q edgel. seeurehl taveted, with staggered pints at right amgies to tam studs, Over gYP= board sheatheq. mlad I" mesh 18 gauge gahi n vd worm was retnq with snggrsd faults and lapped poll am tmtws. fastened at S" centrs both ways with galvanized pads ad samcWL INTERIOR LATHING: Ores WOW r metal studs naiad 3.4 pord gahvarrred expanded lath, snurvhy fastened. with staggered pats. lapped polls and t mu ; r %" gyp=no board, wed naiad n "race, with pints staggered Install 26 gauge gaharazed meted corm bead with talk wings At ad upcsnd cornsen anal edges EXTERIOR PLASTER Cement plaster, 2 coats an rr[aarr N tonne. A" thick, and 3 coats an franca conntruction,'A' thick. Wood float to an Avert zurfaca with sharp tarn,_ Appry Nalsisr accorang to hest accepted methods to achieve proper baidniq wd sang. Florida gaivanred steel AlunIsm beads INTERIOR PLASTER Tires pats on metal lath: two casts oo gYPsu n marl Wood that to an Aver sand faith, except n rest rmms- in rest room. unwal fish that to a smooth hard surtaet In ad casn, per w each coat to by thoroughly balm appryrq the pest coat CURING- Each undercoat of pas, N stucco shad be c red for a pernd of at least 2 days belm appliotim of the rest COAL To era. wet solace with a ire spray of watr a neopern of twice each day. preferably mcrnnig and rrghL Fnal or hush cut sled be erred m sams many fa at least 3 eye, PRECAUTION: Do hat plaster it tenipratm s at or below Irsain�. WALL AND FLOOR TILE WALL BACIUMr. Provide wood w mind studs, kegs r ottw s venin at B' comers bill wal tie. LATHING: Apply 3.4 poud gahwarozed upandNl meter htk. secuny fastrd Wd Lappd 3- at edger PROTECTION OF WALL ABOVE TILE: fwdy when tie man== a spmfd m drawrgsl Cover wad area above top of tilt With waterproof covrng helm and dreg pratr bacir work, tie setm; and grouti g, to protect wad sarfaa- PLASTER BACKING: Apply swatch and pkrrb tot of 1 part Prrtla d covens, 4 pas dean, dry sand and 'Is pat hydrated hirer. er mammy cement may be used fw scratch ad peanb coat Pbnb teat s be %- to %' thickness aver metal lath wit seater Alum to urn ovaniquL SETTTNG BED - FOR WALL TILT= Aceply srttrlg bed hiot over 'A- thid) of 1 part tr®ry eemrrt wit 4 puts bent dR swud Befm settaq tdo, apply a coat of neat cemen pas 'ts' Ia 'he' eithe to the bad of the wad tdo or a a skin tort n the setting bed Dr. sattvq bed may be left wemght m d► and tie may be appeal with thin sat arta- SETTING BE➢ - FOR FLOOR TILE: Apply sa�" bed, th�knes of 'shy" nit Pun. Iha' rmimn of 1 pat Partiand cement- 5 or 6 parts dry. dean card wit up to 'ho pat hydrated, fine ad 4 pats deal. dry sad (or maamy rsrt-it ray he used tom wrong bed), to base materd. shed ad compact Trowel Ile' to 'he' thick ess of real cerm r Pam ov, bed Do not sat tie m airy fed Tle steal be stalled Mom mid srttrq- Bast tie errs sm¢ete ®tract wmh plant mona. INSTALLATION REDUIRFMENTS: Cut tie as rse�y s prvrde a tight teat non w al cormrs. aid at caifng few who hall hi gam tie weals as speatd w drawings. Use sperai away tie shapes at em,sectiaa, n artmdanu with detaAL Marina wafnm per" width ttroughiout t. wad ad flow tda- Lay out wad and Boor idea w that puns o1c� at doer Mies- etc- ad s arser m■ of "seven" of tie whae.er pmsbiv. - Wh m tie wri>ets as saenhd toe Menu cap AMERICAN CALLAS FLOOR TILE CLEAN CERAMIC Stauedad Grade Dsia y Tile.6- I. 6- a h- FAWN (Saks Roar", Rest Roars. GRAY BASE TILE: purr► Tile. 5- AL 6" r %- FAWN Males Roam) GRAY Cme type Ipaadcawine aiu. 4Yi' sgcar 365 0-2Q0 (Rest Roma) CR- Wim DAL WHITE WALL TILE: Gland tzrare.c anr� 4 %- s4uare 365 0.200 CR- WHITE DAL WHITE GROUT:. Quarry tie - Swdad types. Cokom Ch rcoal Gray w Blst Wal de-Unsaided type. Calm: White Use-Hydmrom" a end 00 taw awiid n a�dav with the Inawfsnaw's eatrtetiae ern the hull depth of the poL Fink to a siigtn C'mave cor"opt Clean up ez¢ss goer a soon as passed" after ratadati m. mane aooidy sat , , j u roamed to rsne.s ad traca of gran Irma the fan al tam tL- EXTERIOR i INTERIOR MINTING nerve to o,lwwm USA- Inc. Marfeeonq Opraiom StadWmI k1-O.S 253 for mniaw speoFtatnra arid array genera of colors fin typicak esodrmsa Refw to Buldtq ad Canopy Ehevvnwe fin xppierrstNY trim wH.mmtnt Notes an drawings supwad" vaudard panting dagra Pa:" uposad candis to match a*ncw srfaca, SPECIAL FINISHES Refw to Addersda s Spcifonoa far special fixmshn, vrideq, but nit liteed toe Car Wash Turned - speral coatesgt Clew seals s r vat fv wood & mwsuny- Resihad flow tit Salsp,ided atonic c,7ing- 10 Speciarrties REST ROOM PARTITIONS Apprvwed Swpiers - Pricmwtat. Cutler. Mors. Wow, Swrrmetal, Grand. or C&B- Baked enapd f nslL Color to be n specifd n Servv Star= Panting Sperrfi"dm and paarQ Cost, pda,ta and wad post to extend full heighnt here flow to ce�i} Bows aid prime m to be I' thick flesh panels- Layo t and eleyatmm as detmW w plaEa Suppfwr n furrish ed natal as necrsry hardwwv erAude I tie foiowwq Chrome Paled Iw'Iges- latest earion nun hooksidow step and faterrig hardwWv for each party ul Lar'9 thleh-Proof fatermigs for door hadwaa, acid wad bumpers Fasten sturdy to wrFs. flow and ceirq- 11 Service Station Equipment Equipment[ sham and noted an d:awhvgs shall he hrrlrshed by Chevron U.SA. Company Rep. will direct those items which are to be set m place w installed by General Contract., such as "I,. ar and water reey, ere Refer to Scope of Work. Air & Water Rest fiery, metal housing for burial n concrete. heat, (when reoredt. Sam, Wirdsh�ield seavicer bucket and dips will be furnmhed by Company. Istallatin of they neon shag follow eta" on the drawings. Cashier's Saft Flow safe with drop chute wig be furinshed by Company. Install safe to clew paw booth wag' and with hh-out round corer f ash with finished Hear- Frotea cover of safe wnh tam durig costructran and painting perrods- Office Safer Install in accordance with details on the drawimgs- Sions and Decals_ 1Furnished by Company) Mount in acmrdancv with details m drawrnnt Where mt deladed. follow instructions Of Company Rep- Heats fia"Llor- and 12 tL Vapor Rccavery & Prodoc hose (Ca!ifpraia oniyl: Moumt "Pomea" hose tetractw, furnished by Company, to side of drspdtser and anchor to pump block siab, n accorpanca with manufacturer's istructmm: Allow free mmement of bs" and nozzle to either side a! dispenser without twisting or binding, (Install new hoses and ctrps- Reurse esnrmg "pales, a apphca We - Revamps ordy.) Oiapvnsvr� Modify pumps a dispensers. of called for on the plans. for the msurlaion of disown Cgnirgf system. Irxrlude rivabarOn a! slow -flow Tanner, re -wring of Lampe te- . necessary pulse[ -totalizers w computers, etc. Wark a tO be performed under the (urectnm of Company Rea. and{u faclOry Tepaesen;atrve Of the equipment marniactuer. Other EquipmesC Refw to "SroVe of Work," Section 16 of these SpeelfI221t. Arid tit the Orawlmx. �asi1 .•. s r. , '.r - , " 12 Sanitary Plumbing, Air, Water and Vent Piping RELATED PIPING WORK For Product Pmprig, tvfw to UrdngoEad Tarn & Pipnq kstaiatm Grawngs- Fr Inigatm Piping, refw to Landscapisg Plea GOVERNING CODES AND ORDINANCES: Shan be followed n thn work. In locations whery any of the wink a rot controlled by code era ordnavces. good ataainted prutcn la comowatue installations shad be f allw.vod. as awn an by Company Rep - PIPING LAYOUT: AI extesia piprq to be ten a shown on ptm. Any changes found nnmwv are to be approved by Company Rep. Locate pcprq n buicAng w as to nod cutting of structural membws as much as possible. to ban rut canspresm locatnm. and to avod damage to t[nah wwk of oihw Iradn. Make neat and workmanks nstakatm and sears firma n place- Purmsh asbuxt drawing with exact location of ad underground pipnq aaurainy dmem[orrd. TM yard area at the side w rear of the fobs room is tsuadv rezwvod for a future sarvice bay- Undegoud usdve and went promg most nthr Avoid then sea a be nstaded at an eleralm below tie lowest level of tam building pernetr fwtrigs, If the irze w local= of the future srvice bay wit a mt apparent, contact Company Reµ for cfarpic asoL Avod run wq wes woo laws w rich stags whore priicicd. Schedule Item" w as hot to conflict with aractm of steel btafdeiq, d aPiducable. DIRECTION CHANGES Banding of pipe a pent=bh to change drectm n lieu of fittings. Sends shad be made so that the pip wick hat be njurvd ad that the nterruf dametr wit mt be effeetwdv reduced The radio of thorvd shad be ■ mrmresn of 10 pipe damwlt . UNDERGROUND PIPING: AI Goo lexc mi prndctl I'-10' below feished trade, and 6' below het kre as det- I- by Camp" Him SOIL - WASTE PIPING- Below Ground 4- min cast rm will Neoorwe coinormm fittrgs under butting, to 5' beyond budding uidr �Ivtte slabs and n ywd it less than 18- below Imbed grade. Plantied ciay pipe with compress= f stings, cwnptyng with ASTM Spec C 200-65T4, to be used elsewhere. Joints shad comply with ASTM C425-66T Type 1, 2 or 3 comNesnon WL Above Grand 2- aid laryw, cast rots with Nearair coruur nsam fittrgx_ Unow 2' Schedue 40 gaivarkred slow with 150 h galvanized threaded fittrgr vans kkman. VENTS: Coirbf all van fries wd locas as shown on drwngc Provide reformard gaivarnred steel or ren¢are Hashing codas at roof pwwuatn xA. DOWNSPOUTS Intwor: Schedle 40 gahw® slow pipe a copper pips, Size and local= as suborn m pram or spoofd by Cmgwry Rep- Extsrhr- 20 gauge galwa m shoot nerd as zI R ad shown m ulanQ Locato w that dsehargo wi flow hoer dorwrys wit lkiveways d trmerahq above ground Gerirai Cartract. a n rota) al stow aver fanny pma dowiapoun which m hat c.cead n wads or cpfmrss_ Stow fahrrcatr wed rated creaamd com lbw isinu _ Sit clan for type al dorvmnoun to be used Do rot =open Wanapwt p'pq by oeam of root Iran w gunr - Ise metal wal lrxitut wit s[ppw>L ROOF DRAIMS Fa vd roofs, wade Water-oghf gutty CWWWCMM & kadr to dowrapwts hby veel fabricator) Fr buhaq Imposition nob rwai mthr Joss 04810BP series Ibofto n wnketl- 487D8P tors tech outrun W 4950 swiss 1,- "I as regrad REST ROOM FLOOR ORAIk Josam a'302 35AH n Rest Romp fExcent Pay Booth Lavatoryl LURE UNIT OR WASH RACK DILAIR- Josem 1304-35AN r , rzdes snooty othnerwno. lawall 4- S-trap under dais CLEANOUT& In wtvtzI fart able focarra as ie� to pr.,ide arena to arty ran of peat Br.mq airarierts s grade m ywd General Cwm m s,.v B(ackr" A717S w OPIN 104A fdbaa over cA� m yad- San fabez m cwxrm W L can," ,cars a aspharoe o en4 TESTS: 8efm oearq pkpM make tigm air tact s sat lock mguiaLmtL AIR III WATER PIPING GENERAL- Coppw tASTll8S8) s s bo used fw m wit water p4ng. 1Ezceo smr*kw pipa wtho plamws wlci way be Aftwnats bra 2. PVCJ Coopw wit uhrarzed prise must manta a antmnne 12' separaow s wrnm crrzmoa. Wrap una@d bead wrtk --Pohkm 930" tape in on d s with- 12- at c oc uric Each wrap n have haHutdth claim, of prernta mop. Una deleetre couehgs when for" Witt tlssa5 I mnAim- Fr wdrygord mpg, user lyw L aaemed Fr al risers Wad exposed ppM m Type L dravra Urn Type K d reared by code_ Uss bras inners at natures, When sper�tafr nerd by lock code a written dreeum at Can*" AM an Scowtl-Wwk. approved ahwiwss ae I1I 6airaad Sch-6 40 (ASTM-A-120) steel pine, with banded 150-pourid rafeme rem f"trws. Redtbwa m pore smze n re made with reds- not tsualryt Ream We ands, dens pipe and frttrgs of Nitres:- rm befm emecwq- knstail ground loon wvom at eguipmwr tzvne<ma. Iced b-attes. ad Other in actual hcatrara n rands for tf�avectrq plprq Wit emar edimuL 21 poly mo clikei pfatc ig"M s s aplso n. altNmae fw watw pmpnq- Materrd shad be mataded orgy aside the fotadws at an financing r streehare r darn thereat- No mteriel thg bo rm aaposid Pip shal be PVC type 1 (I1ZO or I220) scledcie 40 in sizes I %" w sma8r: SOR 135 pats 315 n sins I' w tmr Sdvsn [arrst shall be ASTM D2564ai6T- PVC pipe shal not be threaded- T}a ZVU= here PVC s metal MM q sand be dare by tte ma of PVC molded roam tread adantw se athr agm, tramtaa htmgL Co m new W wd west lira s ez om Ifw He. a building, yard or pump biodt: n ow-m length of pipe tint WATER flP1N6c I pitai wet. ezrwte Ii %' arewiersl wad aavtw of sa ffinom sun to rsm crones OPNatrm Of rstaYd faoita as drtvrisad bir lock code wed rasher Avaatim at the in, ImfaY shutoff waive m man scree caoecum nt not'a.ndrd by matr tmmary. kn fleeaq kwcatAN rsta t MurBr W I OM sup ad was walro eum ad each Nwrh An a accmba wall delad drawrgg- Ftrici 'lards wan wren Instad Mpry below but Are and slop to dart kwal hose bobs whore sow m µare 2'-O' up wiess rhwW= srrerfeed Exterior Imes 6tds l cated m btuidelg waky s have rem ream bmchhq- rated loose flow hose bebb w rxtemv bc,=, Gar. Repeal 8-424-X w end with few. Geeral Contractor msp,re>b.e fr nstabatm of ma feedw Arlo and vahvn n that plants and hen Weal Vahn m exam feedN Are n h�e of the wltrvphm type to insure m bat Sow Moot Wow Mavrtw n ih rasa dm.- wwar swvem Valye to bo r tutaded 6- above twghant sprnidw outlet Test Mpry to ncn leak4rn wnnctns- Imtai Iwosa I" � A1bh m sack rev root Cram Repel 94Z-X r equal (Except Pay Booth Lavatory) AIR PIPING: Mara up wit tan wink 180 6L a pressure ad soap =its to up,tactm of Cone ay Rep- befm mvwi} Assisi ya' a mniets, with all ad plug, when shown an plain 3'-6" up ales otherwvse sprained Insist Gan 17 valro Turns l6 dsk. v end, m ai a ourell CAUTION: fI c nlpo'taef 11ar Ih d be n IIN ass iff brim Itr fill Cnmtrd s caFnwclolt Bolt cmnresw m praa. Refer n plan for rehorng a,d piplrlg detail PLUMBING FIXTURES Refw s Sdwhi an &v'wwx L Steal FabU m WdW Gerd Cwmutw s n rande ademas support within wads to support wal hay fslarn. ►anty tap favatormL rtL 13 Heating, Ventilating and Air Conditioning GENERAL• Refer to drawrop fw type of eclurairm. to be fUlQhed. IN atribn" specrfican. ■nd weirs" of alstafatiot HEAT PUMPS. AIR CONOFTIOMING UNITS IW"k r without hostwk Refer to plain f. requiremnenQ FORCED AIR HEATING SYSTEM: Frmh and rate! a Lvmnies Iwstem as shown m ttie Efectricd ad Vecharici %arcs. AF wort shad be n accordre� with the best peck" as outlined n tam American Society of Heating and Veitiatng Engirmz Gera, Mien aerial FORCED AIR FURNACE: F-rmcrs shad bew the seal of the Arnycan Gas Associa(ron and shad be as shown to tie uawrl¢i. aoravvd rqua!- Contract. sled suonvi fw aprawal shop dawmgs oared an the ptysAci crvriom shown oo this mechanical dad Each tunic shad be stooped asscroal by the manufctw,. Standard ecurcy 1, suopito wnh each frracs by the frnaa maw. iaMier shad include hmh limit switch, gertr-mor type aromatr 100% Dint safety switch. ;u1cmatK gas Yerye, man gas snu otf valve -A -GA type, duwndraft drwen,, flue ga item maavioid, low wessure requiaia lexcept on units equipped fa L-P us), and firer ha1h. Contract. shay fsrrsh one set of filters. FLU£: Shall be Metal Bestm- typo RV capped, with a G-C. Bfeidert CIL "Air X-Hamfer," full sae of heater nuiirt- REST ROOM EXHAUST FAN AND VENT: Set Secim M DUCTWORK Sea Se�tioo 07. ELECTRIC RESISTANCE HEATERS: Refer to drawings. PAY BOOTH HEATING & AIR CONDITIONING: Provided by pay booth fabrcaim. PIPING (fork OIL Natsnd Gas- LFG, Refrigerant PipirHa, e[ek Follow General Reourrements of Section 12 and refrr to sorcrirc renutfirmenn IsTed on the Plans. Install such mp[m m accordance wnh local codes andiw onfir,li compalry Irlw teems. ,Hvt:'1G 3)'3�`na /Y5 1e ,=:- vjf3 N+TN I�X7-aFry �No% 15-ig[1 C^-r -�.7 14 Electrical Work GENERAL• Follow latnt Nat oral EWctrlc Code n this work "Coal whry suoriaded by local go.wrr� cod" and mdna m n whic.k case the latt shay novas MATERIALS e Wire Cooper with mrnwas 606-V. RrM tr4ackated - TAW insulation a descrbed n the National Electric Code and approved by UnderviI'I Laboratm. Inc. Insuatnn comoard to be A high Arnowatve type of pofyrnyl chloride uLs' mirirwtw thckneas. IHWN enuilatm may be used EXCEPT in conduits cornwcted to rennin xurmerxibr ownm- Surface print" Shot be n contrastuq color Shwwq vaftagr rating, tap of nsuatna size. nerd name of nunulacturr, a Wire Sizt Ali was 112 AWG rimer " 112OV1 w u shown m old : wtro mt sh w urea sue to insure mt more than 5% vdtage drop at arty octet. urns Wqr roamed by code. Contractor to bid an and total arsrdingly. a fixtures and Fittiow Finnish andlr natal as reared by Sc,pe-0l-Wort, spe licaatb and plain- All item furn(sled Nast have U.L label and must be accounbde to local govrneng authorities and codes, ELECTRICAL SERVICE Undrgaavi sarvca to ATrdrq avid pay broth a roomed uNass otherwrso shown on puns- Locate prom box w a cordace with code r utility company resew r is to present neat aopeaacAt :aatactory to Company flawezmtstive. Weds utdrtar cammanv retails sauce, schedule mialatm. TELEPHONE SERVICE Instal sndrgand Laidr n acCrdreo with local utility requre net d shown on plans r simufrd by Cortpany Remsentatm. Instal teWchle sarvlca to phriw booth e undergorunn cnndrt. when a phone booth n,home on tam plam- GROUND COMMECTIOt I stad fr wive connat systrn as rrgrad by code- UNOERGROUND WIRING: bald n rigid gahrarad stow cmdrt and rdake wetw-rqm- Cameo rand cutoutt to uMnsdn-proot ova n pumps wit orspemerz_ Oa mt run contlut OPEN urioergound tarakt Install saes m ad conduit run as rewired by cone- Muenee cryou t depth 18". Seals nerd peal bees at put" shadd be istadad reside per. otherwse locals m van of pow &OWbCwt to smewa* of interior property to named dalllage by auti000n�s. Undwrixand galvanized conlia mat manta a mawnrn 12- seprami from Capp, him to pre.dnt corroson. Wrap gahvarnsd covndn art►'Patykm 930'" taw went m s wit n 12' of app ar Each wrap to heave harfuBrni ovrlao of rovnu wraa Backfil ra'orauents fa tro chess w esvvamm spoofed a dr Sect= I and m Uid,gramrd Tar* & Piping hsstadatem drrswigs, BUILDING AND CANOPY WIRING:: AI wary nerd mndrt to be nestty mtard and coward wlierevw pCH,,,n t CwKkM to be award a turn n a rpwiwwrn ramior of holes man though extern wads, roof And rrwva Whit hoio n nemary, micas back elm plain and sataber 1rtlR should bt used to ratan a prmarwn wwrtyht seaL Lhr.roc Plastic cem ent (Metcl s to be auWrd germ o si f m the roof sat n ad ftttrgs aid saevrs Assay through the =I- Masts s ahw n be appiied between roof and beciprtt Fr R"wroL twh m rdcatod m piamL _ . raaY bd rut "Pasco m the face of canopy cokr and building wanks. Keep such rura n a aasea owed neAtry and sacrry with roper Innings, acid porn to rtutch Adjacra vrfaca- PANEL & S WITCHING- Comphm owed to be per plan with UL label. approved by dty and power sugplaw fw tl" tan- Um ascot bnaiws wink ntry sheer.+m paid semolina. Finnish ad rs=al met, socket rd MCCC >s to Nat powr samryr's repLa esters L Man discos ect to be on" type. Mecha ically Ali I I rght hgrtt break= with ar [msrsssr atanw so ngm kghu wd be !cared on when cm4*ssa s tunned ad- Speial Cormewq stburivi cover IN 1C-24TS41S1 ha n seal aids. Upon =mitt= at west des cover wall be soaked by the Lmlpary Mamwro Machwac wnh a lead Wd wit type seal When ti dcwq Panel, spoof l city wI panel Wa be Iasi No uk'situbma n Showed aim grassy approved fw and job by CNIpa" Rap. BRANCH CIRCUITS & SWITCHES: AIL worts to be balanced a ndcated m par -bedie of wary yea Wars w wrng datac we shwa, harm[ t ad ckts, n nsasrwn aoowsbr had Prondt perrmrwrtt trperNrtes in aiboaa I to e, w r�e,wmuve rats tape IN each svntCh At dad and switch Irtrtw- MOOIFICATIONS TO EXISTING ELECTRIC PANEL• Refer to General Noon for Q�uq remwwnwt s, Use sure r=a m n an" pant what paabis. N prprsa wesgiatndr siad teed, to v raw subilwlei asidn tam lowdnnl- FIN. typewti[un r eab®d wait taw utSn fw each aftwsd swnw at the parer (Revanst Orin) OLSPENSER WIFUNG: Perfrw al -tor'reared f. the rstailat= of tam sta, ..UE srstr speefed m thse dAwrgtAdudry zlow4bw .w. Arid [ecessay =oft"= n eieCu tar kit) reset mectrme Provide al teamed relive whom hat hrnnhd sink coutm Mtaet Whys rem ekctraec dsp,aws w repiaamt piano codA,m teeda ao specified. longer mawfa CINwA imtatatlw aatnctuaL CONNECnons i FIXTURE INSTALLATIOC LIGHTING FIXTURES Refer to hghtirg fans zovdde w the dawies fw marine, faun chmactN tsq vie Wh n fsturas with asisano4 � pattoA m mta*& Mau cud aousn mts at Ngat. with the Cwrlpa y Rea. Googol ad tailor connetuwa s tateays Mors snow. wma w above tam wail r coin} Covyoniose Dade rtal 18' Ip hm fetid floor Ira, ahewa wtad m plam Boll Riwgr fSrvca Stabord Moans alai am to amvenercs outlet located wI Aube rows saw oh sate ramL Nam bur w than wrapraad a� Munn taw an wit bran peuigr m bit s Re, Comprenw- Cameo von tea parer s mawai varta m anEr� CAUTIOIL CraaI of comp u s he hilad with ad to assay West helewe ressectrs} Healtor r Ar Ceadrbi . HVhoe shrews w paraJ Corn¢t a¢wury to Own and Marfacnaw'a imtrltDOM nAX*Vg rn-U units as reared ViMMW1Y 221FVJ Water Nnetes Cmsm n svoaate 11DV cart Sell Coatsiod Gasoline Pumps M Pero BheCkir Reaps a 2 Pole Crno bmakw wnldamal Docarect & 110-V arty[ from pater to end µrep. S■krrlyod Pwnps u Tankt Remry a 3 Poi unapt bi taker wall mortal Os�t & 22D-V cram tram the panel throgh th disI amrnl Saintdt Gasoline Oipessws fw Reyes ixmse Pone canti w Detir4hw" Stamm s rnwmafy handled by seer(rhrng both Itepi. leads of the a m . The rely u[rI ore dsaesa at Lm regrsy coulTel rsiryl ad than dlspNsrs eorstarvrq a sprem . vati t kn both can a seowatA carldlctg man be rettrtned Iran Ih make =de at earth dmm�w Swart to the cwttrah relay w switch gutter- A switched neutral mat be prrwded I. lh soermrd conttrd we* , Proyde "Fme4,t► Plum Short -Off STic,- As shown m Elmo Plan. Hlummstad Psztic Sigee for bdioww %W Chevron sok wemal crsdrt n pale base a shown in detail Provide sufflavm Wit w peter base sa sign armadev May make a ww"Caun w bast Fm spend mounted signs, sit plant CONVENIENCE OUTLETS - AI to Ise 3-r.n typs, WeatM,/rvsf Ty►e Huu11 t15260 w omit Fr al uteri numm NCR 295t itbbei 16 53U Intsrwr Type Hubbd A5252. Bryant 5Z52. FE 406C4 or egg For al i"av a dgm pdatd nickel r stawndass steel Husk caves Matt 220 Yoh Dwlvw AD to be of the fodowrq types. equat UL Approved Zooer. 3 win, 20 amp- 250 rota -Hubbd 5462 -&yam 5462 with cmrpaam laca prate. REST ROOM FARS ISe.. Sstmog pens Zephyr Mode Z-6 Nundacnred try pen VemArt. Cal-, Ine, Fan Meta Oatr: Ibs tp 115 oohs 10.60 L-wcks- fan to be w►ed to the rest roan 6ghtng scot. Sled fabricator a to prorlde and ratad fan. Ad duct work, harem. ere Gerwal Contract. to comlea wing only, Whlen light sr.pcm, an caded tr n Rest Rowns. fan to be switched with hofrts- UTILITY ROOM FAN- (Seayiw Siati,m whn sriie-wail neentiry s indicated on drewingsa Peerless Electric Fan. Maud Pv&I 112-)'hz H-P. 870 C-F-M. Steal fabnestw a to.ovlde and ratan fan."duct wed. hangers. vie Gerieral Comractw to cEmu,1 we" may. COMBINATION EXHAUST FANNGHT. (When rilecated m dlrawriml-Nutore 6662. 90CFW 100w !19m. PTgykde miecessaly dscts, roof hood ad coax. Fan to be swncned with light. DISPERSER CONTROL SYSTEWF Instal and rnsrlect I" comorcts -" m n accwunca wnh the cram. Coardmati tam work wnh the Mannufactv,'s Remnentatne err the "amen, sDtrlti,d to asslre proper noeratm of the system and its comoorems. NCR Corporation IN Chevron IJ S.AJ Infant In. :950 P.D-S. Termmaf. Gerwd Contract., hiovrAvr. wit ystad Ih und,count, tramlormN lurnnhed by NCR - INTERCOM SYSTEM: ROvrde a mmmtle corduit Svstem, wnh fithvros and weatherproof pull boxes as shown m the drawmpx. Man Station, meaknl add can banal: We be flrmhed And rwal ed by othm. ALARM SYSTEM: Provide rely a S- diameter cartoon from budam to pay booth when so cii,mled try Company Rep. Instadabm of alarm a mt a pals of the contnc- AIRIWATER LINE HEATERS: PTa.idn car," and i.mO f. such mans mwy when listed under -Scoow of Went " ""'OrG: ELL'CZXIC191_ PLi9A-/5 GO✓F�ZTJ IN C/95E OF c Ao",:- I - Mn ilr�pl� CTo". L ' h "' f r A x.-.. ..6 :�„ t 15 S ee B uildin s And Steel Cano ies t ! 9 p I , C7tCP-PT �F1C'/- F�16F7f11TEiJ iTih1Cn710E.S a'.�1r�E}tM c1NLLV2. t , HAS1T�-/uf�+RSc /iSR!>eI�(yvT. l GENERAL• Fabricate, dervw to site and wect sham buddng and canopy complete. incl[dng perm Anted below, n accridance with platy ad sosatutwm Formiah ae4 Install 1. Sash, sash hardware, glass. orw way windowul. door- gains. and don hardware. onclLadrq locks a shown on plain and described mu wire n theta sliMllcatloni 2. Sale roorit display, kbe ern corncez, and w000rts_ trash enclosure complete, includuq gain and hardware as shown oo (mint 3. Steel monibers for to rack: wthde'g supporting steel angles, cops, and bracing 4. Supports tor phami6dg fuluez, too. twatan, as CwKbtiprwiq units, etc-, as zmwn oo mwmEll 5. Bob setting plan and arch baits for mtadatnon by General Contractor. 6. Imuatrn aid tawidrmfriq- 7. Roof dram, Isscers where dowrs,outz ra reputed. and concea d downspouts. Root "ran to be sheet metal with Handed outM Isc rely soWred and pitied mechanc"if Il.t, riveted. atc-I and Alta ernght. a. Clips for wawa nPipe rt. 3. Touchup prrimiq- 10- Furnish orgy fnestamdrq inn mw suipp in and mac ndamplus nano wdwad "from stock;' 11. Mcharicat, slectticad and comwt items, wren stwuficall ntaiented on drawvnos, ERECTION: Schedule delivery to sine with Company Rep. and Gerwal Contractor- DefNrtw o that conciet■ work, arch bolts, and other pans of work related eo steel building we ac=21my mtaded. Refw wry drsepanc a to Company Rep- so cEnTections can be mans and a good wwkman*e an wad result. "n of space fN storng of matestaa to assura watctm tram damage. Cover floor to protect them tram s ratchm etc. Protect ottw work from damage. Fray fast" and brae Ar to buiideq pbmb and Ira and ■atal witQrst hacking and braerq to avoid waves, purls, dents, sap, Caotwato with nth trade= Instal backing for arching avid support of stad panniom. hatures. etc- and natal AccessNes. tee-. as necessary for complete j bs n outWwo h m talon "Scowof-Wort" and "Plain amid Oetarh." AD roof ople, made by the steel fabricator n be made watertght by Hang" up edges and fl ing" ayes, r fey si ddray Ha,h t q la real shetL Cut and sear ad pints betweer flwides co ngs and wails! wd between wags acid caicieto mdh mastic. poet[ ports aproim Wy IA" deep. and wide surfaces dean- Use a mast: that Is nonnrdrwq, oNsha*aq, that will make watrrtmght lon" and that can moody re cvwe, by pmms- DmwEspeuta, roof alas went notion an s be sdidrsrd wit jns.d nachancady bur- riveted. etc) at al pins to Isrrern seperanon wd leaks, Bef m king pb make bteldelq watwit�", mat and fiw tp ad joints, grind smooth w othwlwio close up arty allocated nawctms. wit toted-tp black stow whole damaged "hang wectm with W. P. Fui, No. 3735 LZI Pinner, w aproved egtd round n Srvv Station Painting SpevficatweQ Exposed stow framng at sash and glace wall shad be pad with commas Water. ground in mth and prnsed to an amI able atpowrmL Comtsarry Reprawmatne wit Stow &w" co mx-m,s fleprez+rltatme wn .spay m wam campett Contact Comn;mTT Reare satire tons days bofm coiimlet= darn to Arrange the rnsmclma Unacceptable w rtepewin wat win be panted but arad titeldeq wit be toted f. Matz by flooding roof with motr, etc Care" or acprte defective w xcor pas wok and obta CNnpary Rep-'s writtr mmil, i at job- Tla approval test awnriparmy mran botm paynties Wit be made. PAT BOOTIE Stadwd sirsigo any booths (Type A, 8. &I. C) wil be f rros}rd by Chyme USA n ansaowra with "Buyers Guide" ordervig mcaarv- Gawal Conti acin a resparsbiw tr wwaeatem of footxV wd tame base slab. wd fa hockue of condots wit pketlbeq. SPECIAL DESIGN PAY BOOTFt Refw n unarm wit =mpMmenmwv hates, Fallow rt(aramim n Secton 15 fw fahricatioa Finnish booth cidi a rnth ad ilexes shown aI tar drawrrgs. ncuoi q lbut hat fnnited tall Casfkr's Counts. Shelve. Traaactau Dra1ver. Hutog and As Corutaarrq Unit, Eiha[st Fanrlight (Sect 14L Light ing Fstsrez lSoct 14). and fetish parnng- DOWNSPOUTS: See Wad for type ad sea The Steel Fa rtatw well flrnsil and stalk -AI gahi[ary shim anent abwisanxi meted aid copper pipe cowi spares wMt Onnl we eorQaiod rode of wads a clikann_ Steil and c000w ppe dowmpwts ward a t tint carat' will be Iwmezhed wit alstaied by the General Contractor- Steal IaI tar to coopwwe As necmay IN cutting, iptng, ono estamg dommipaum hs*suridrq canopy dowrelpo m ante conatio s to be estaded by stew fabricator wit to be tortmertely Im®fod PrANY wcmbity her drlwnspnat bonnier_ Lori doer n=m m as detailed m dawngt Whwe dawrnooun wv owmnted to spasm gaud indicated m plans r staeciI by Canaan Real- Locate w that wow mid wt flow.e pump War &WMS", w M from of &Wrwayt takrq ern OMMO OM shoo of yard pavwtwm- Minrrsrne acceptable Inc Servitor htddegs ad On =a m -Ek of dewxaewm wa fa ead 200 savwe feel of roof artarhd campers_ area t 12 sore adio imontrit - Locator wall be hated m term Freestar,6M cu oPmr - 3" nkreersn stadard sclrhdk 40 steed pip. ASTM A-120- Pay Bootle 2' thirmvn =canine 40 a wlapa_ MATERIALS- Aluminum Trim Whwe algiohie- Trap at rtwiwo and sty whey Shawn m Mora a to lodow ohm and detaiy for stow and Av,ai drrtnnorts, Tomw, alloy, and ttw-knm of ahrmua n to he recolEmwdi d by Fuld ig fahrata Al akiaws shall be backed with sle" structln as reamed to resat surface and Cana deists_ Ahaiwaam sae a to be of etctd aid brlgmesleo frith. and roteeed with a mrmrrern 0.4 mid crew batwall ruck raaug Fabrcata a to vnprt samows of tdafd aurnrtm to Company AM fN approlaf- Strresnl Stso: Steel flu" s d, except as ortBrsvao specified shal conform to the fil,dom nit sperifcatwol, In ha use wi cid-Beawner Steel be acceptable - Plato. Bat bars, rods and svvetud seed s, . - ASTM A3& Roe - "ani"a a ekctrc resstan welded pw ASTM A53. API-5L Grade a- SpH r nee to extend 0-05%. Made frow ogee heath, base nvelim r eketoic fumacv veal Unfir l Indbi - ASTM A307- Hi ghl VMWNjth baps - ASTM A325- Sheet Stne: All steel shorts maw be hal4kpW ykw, N equal aprmed try Co mmarry Representative, nmmmn■ gay" rsted a f niaw= Minimum GamTa Waft aid Trash Ennioarn - 18 gauge, Fas® - 16 gauge (Pay Booth Fans - 18 gauge) Roof - SlwKkg seam 2"-O' or- - 22 gauge Staodaiq seams 1'4- or- - 24 gauge (gauge fa aft spavgs ez ummry to s[mpwt probable bads as approved by Corona Represematr.el Conga -- 24 gauge Guitars - 22 gauge Use wad sheets of length sufficient to extend from foadation to sprint course-rso hlonnerin cants iniess Authorized M emtrg by Company Red- N shmwe om the Drawmns. Steil Fascist Exposed taxers tN Hallmark arid SUPIANWn buidiuu. 16 gauge galvanized steel sheets with I6 gauge gi. butt strips 3' wide a al points between sheets, Tack wekd along pint and COPE, with platy metal hirer and sand fhaht USA sherimi spews Impugn tascu to butt strap prow as Fmuired and amd off heads flush with fasm- Fit and sand flush, As acoM i FABRICATION: Follow latest eahti n of American Welding Society Standards and Coop practice fa thn Type Of work. Control heat to mini ors effect on uatvanzing. Before fabrication. dean any swiaces of black structural steel members that win be Inaccessible after fabrication- Remove all pit, grease. dint scale, etc- and rime n accordance with Seance Station Painting Specificatowcs IMUS 2531. Alt, fabmztm. but befm ROVOCatm of steed sheets, clean and prime all black structural steel member n ifs maraca. Flange sheets w fastenings wid be wostncuaa as Dosvak, No fastenings exposed on extenor- Arrange sheets so stienci marks ate concealed whenever par i ble. Roof sheets to have a ciased. witenitm standing seam. High end of roof sheets to be turned uo a minimum of 2" and to be counter flashed to prevent water from being blown over end. Where roof sheets drain into ouster, deflect ends downwara tO ve ue arm and flash per plan details. On flat roof design, extend gutter 1" minintu a under roof sheets and flash to parapets - MASONRY VENEER CLIPS: Tack weld corrugated meal brick ties to wan or colurrm 2'-O" o.c- and every 4lh cmrsa for M330MY ins specified. I P` 1 PLANS AND DETAILS Ftrr i IT xtr ctw-1 framing deign and deta" to meet ragornrwats of rpv.rrrq codes and ordinance and n accndarra with good orutco. Whn roomed by ndnarra these drawings wit be approved by a bcrruwd rngrrea. Dearman that " data" shown m plans 1rmMd by Company comply with such rtgurarrwnls nerd good practu. It mt- adaw wnh Company Rep. Accurately follow of dirrefniom, Ibanez, data". etc. shown m dam fumched by Company unim Othrwse suthortr.d by Company Rep. n writing. Prepare belt setting plan for foundation and any maven walls and check that fo ndalion and arty masonry walls shown an glans turnished by Company wall oroorh Supeat sincturs n accordance with gorwrrq coda, ordmu . and via eonwtfom. If not, dehar any chaioez innormy sing adyraa Company Rep. Furnish Comreery Ap. complete Nam for colranatm with Either Cmtractws n lacatm of pip". camdat. arthiwx. braces. etc- Wherr silo w nledin ,moo a ltairfy, n deter n by Comm mr Aeµ, alternate pier type lmtsgs may Ire sugstr red for cootvauns footrnoa. Fabricator to fur eh str ctral desern it alnrnan footings cored to 12' nmmntm below natwal grade. When still s filed with walucomcected soul fill material of Adeq ate herng capacay, loom ss ray be mtselod 12' invention beelow top of fill if approved by Company A". Depth of ntrmedato foundatue may be redcad to 6' mnirturn below f inisled yard grade r 12- below finch flow grade, whchever a despr. in freeing ion, ad extern footings ad fou datoi wads n extend below frostown- Depth to be scscrtd by Compare, Ap, Manton mm�aao clearance of 11'-6" under oerhead dow when r porn pesmoa Hwdwwe instada= to Wode fa door to be compledy hrromal wren open, Design tnasn with camber to equal deHectim Wien rscted and loaded Provide backinq fa propr amhaga and support of Nu bang fatlrads. tilt boa,when imchnded an plans), rest rounds' stall Panniom, o,whead l be red, rd othr f xten and egapment Illdreated m plans r Inverted by Comparry Rep - Provide smooth frch m the followrq surfaces Exterir wail. spttics- fascia- campy ceding. rat mom wadi and ceilig, aid sales toms Fill, and sags row wads wed vouni Prwnde vemiation and access do m otssrupp omta lncaown ter eir' space. such as oar cedrig:L GUTTERS Locatna depth, nerd slow of gutter to be determined rd wu.drd ez Plecam ry iN adeaste drayage n l city whres gu idng s exacted- Mrrerran amenable met Gutter Wdtk 1 O' an budding, 6' m catlopy 4' an Market r & Gusty Deatk Malnsm rac-ti:al Pay Booth 16 Addenda to Specifications PL ACE L(NI Of ,f IN R[IH`WC IN , PRIOR 10 PLACING CN.CREIL OifVRpN, u.5 A- RLPRf SLNI AI I v[ S:ALL INSPECT RE IAf,,, ING 10 OrPCPPI11 b41 .,ATAN IE SOPPWI HAS BEEN PLACED IN MOIR TO Vat ITT, KSu FRONT 'DRIFTING' 10 1HL WNNf R51O( 01 INf SIAB puRpb Ca¢R[IL PLAC[KNI. COP", It PP(5(HIAIIV[ IS AUL10RIlfD 10 DI RECI THE CDHIRACTW 10 INSTALL .1,01llh4l KTO 10 PINt I. 5. CONCRETE J011115: A- SAw A., LONIR0. JOIH,, SHALI BC P(Rul ll(O WAY IF INCI ARE C.I FROu A 10 '2 HOURS Afa[P CONCRETE IS POUR[o. FILL 101.1 As HOPED BcLDv, B. TOWED JOINTS q! PRE-r ORKD JOINT ,,5(RIS AR( PREFERRED. tin JOINT FILLERS. 5EAAANIS. ANC) IHS(ATI, A. RI610 PVC CONTROL JOI NI rORW 1NL bRER15 I v3• p[!P Tilt 1DPUCAP SwµA6E REAOv[UC B[IORL I COIOPINLI IccNI OR LC AIL, -"I SE ALCR IS APPLIED. '11PCAP• DAWFACTURED BY 6RCENSIR(AR PLASTIC PROOUC I5. J]III 225-S.M YRAC[ InWCER• Br PRWR(5S I"I , W I E,. 12121 6.1- )w. .ANI Br HAReaIR TOm1 PLJSn15. _1.... ..A-.e5, B, EXPANSION JOINT CAPS. VINYL CAL PVC. 1/2' 111 (L R 2- NIGH. CAP SHA1L BC LEFT M "I'( CULORIC AGENT Aeu K Lexuh SCALER ARE APPLIED. p[wVC Di, ml[H READY 1D PWR SEALANT Ill UiC JOIN,. CATALOG WAG. I., II/2'A 1i2'I B, GR(CNSIRLN_ CATALOG NO- vP I]91 11 /2'v v2') tlY v 1.1171, _, 16.11 L5LL2111 c uPLNSION JOINT FILTER: IS(LECJ aE BASED OI LOCAI C.1CIT1 W151, _1/2'A 5 1/2. 5[If EYPAN,ING CWK (A.S,T.N. D11521, AS Af O. BY CAACE. KAOIYq. IEANA111C, ON [1NAI. -I/241 5 I/2' 5r1, Hn1C'DAY INICAT Irvc. ErA, ox E 0,11VAItN11 A5 KD. B, '0"S"'. I,IRIUI CHLN K'DONS. OR to"AI, HOPE 1Hn sail 10,,, .V51 ,,.I B1 TAP O5ID CONE NmOus r To Pn Am eau PxDWas. PRLP[R JOINT SEALING IS ESSENTIAL. D. LAPANSIOI .IOIM A CUHIR,, JOI IN 5(AIANE Ic0.CAIIHACr.N _I101 POIR(D RU,lI1II(U COAL IAR AI•PLIfO AI APPROA I41[LY 350 K6RE(5 r,Hx. (Ov[P CORx [iPAN51 WN J01-1 11LT[x OAn. _TW CO "A'NI PO YK R. SC,r-ILv[1 I1U nFe. PouR ABL( Al 60 10 50 Il L$ fAINR, USE OVER AIN, E YPANSION 1OIN1 FILLER, LNNUF AC TUNERS: _IERMASTIC-W05[AL•. KAODHS •w H.A•. OR E.4 _[tPANSION JOINT SCALIR 104, u.1Uf ACIaR[U B, I HERUAL-C.I. - o"'I suRnas w5T BE THIGWIG,, , 1N [ AA10 BL,,,, POJWHA0 SEALANT. 17 Scope of Work ENGINEER TELEPHONE DMSION IMPORTANT NOTE: When the rnern of the pram N the Sap s rot dew. w they dsagea, the . comtratw s to tanac it* Compaq Project En i weer l efm the dispunBd wort s herd The Geer wad Contractor a roaosble fQ al lafsw, ,Mown, on.,. a,upme2", ttarspwaunn. tots and swam oe(�ry to corunund ah ontvv OPwvvmg [yet ark" offSm work, der" Of see, and delwFtion of natnq-rwNerrs pw attached Liam ad speahumm and hit [=dn EXCEPT tam f allowri¢ A. Fabrication said esecom of Btaibnns, Canopy s rd Pay Booth pr Section 15. Comtrutian Speciticatioret 10aw by Steal Fabric I B. Obtar>tq ad penis which " rrequsto to Budding p,nrt issiraca. &uideg Pemrtyi. Ar Palhrt= Central Panel, Ernnrhment IOrrvewar) Pwmw, ad Sim Fauns- ol�Ig fees_ C. Payment of Bonds, Anessinrrts, Front -Fort Fees, etc, Hemmed by Governmental Ageniat 0. The Par rem of fees deectfy to a PEI [brtmaPq for the relocann of fackney wnh ndty ca maq personnel: the calm err of fees to natural Oa and elecircxy esnwr.ws I. m1adatm of say,he, E. Pamtrq and prang of taaDrvoaoned budngs, speoati" or pooso em- F. Rack Boa amity Asnhah Pavinq of Yard and Street. Al or" n siren. ISubgade to Yard Inches Below Fmnh Grade.) G. Landscaping and S.inklers- Company wi fwr"h my the fadowmg matwuh n mwiutms as rewired per Mara lostaiatd anidror Assembly to be Handed by tam Gerald Contracta- 1. Rrlahicated Par Booth. Compleu cJoc psr�-Fit n*ea7 Gu[._o.-as,[w..osY 2. Undrgroud Tar*I- Tank Burial _ Feet Below Finch Grad.. 3. F� Bain, Fill Caw. Fill Tubes 4. Check Valvn w Safety Vahn 5. SuGrwged Pumps, Lank Beteuon. and Pit Bain 6. Comentmnal w Electronic Pumps v Oisowoas, pimp Computers Wid &- i:pw Vdvn 7. Ar Comres=or Arid Corbination "Regulatr Fite-OiN" 8. Automotive Lifts 9. Com6nation MwchwidswlVa4t 10- Al An & Water Reek, with Healer if Reared 11. AD Light Fsturn Except Incandescent 12 Steal Desks, Steel Cabinets, Shehrq wit Steal Locke" 13. Light and Sign Cohinm When Designated ez "Comoarry Furrshed" On Plan 14- Driveway Signal System - 15- AI Safes Reputed 16. Fie Extinpostlas - 17- Oispensr Control System. Cortplete With AE Accias a And NCR Interfao 18. Viwal & Pit box Taik Gauge 19. bin T►emaa M Vacierri Cleaner A. 21. luh Pumps a d Overhead Heels 2Z Drrikrq Founts or Watr Cooler 21 Loci sets tin Company -Operated Statrzm Ord► 24. Mixedanewa Sqm a d pecay 2& P n S gin adlor Prica and Serum Bond 2& An & Water Red Sim & haw 27, Pay Booth Guard Posts 28- 29- Materials Fwsrshed by Coop" wit rnstalod a Ours: 1- Haiie:k ldesrtrfeat= S-gri(s) 2_ Tape Film fr Build" & Canopy Fasdn 1 Pulp Block Lrghtw Bun 4. PdTiwm Lawmacmat wit Adhesive & Intercom Matt CMUVL Speakers wd Cal Switch & NCR 2950 Poi" of Sat lwnwtd R-U. is wit Special kstruniwn -- 1. Cwr&w Retemv p, any wa wet he Aprand fr Pvyiles[ Until Conscted broad Pis Roved 2 Equipoe t Fricf exit ►y Con'prry Babyrsd to (Except Tardy. Hosts. Pales fkkyaod to sisL 3. Wthin fin 151 Days after Contract Award tam Gard Contractor m to Su wart a Conuu mu Schelde Acceptable n tam Compaq Rerasnmm.t 4- Tba Bid and the Corotrucbov Sctduie ore ia he Rand am the Follow a. Tod Job Length Calendar pays b- Steal Ervcrme Cdadar Dap d PC� trri CmTwmn rind . Drys Pip Pay Beath Roof Leads To I Plot &nidry Hoof Lander: Tic i Whem noted below, Gslyd Conmxtw s to In UPP, v th foibwrq tgirpmeott. tsiaattvoa weii r soap a. Wallow Coverau, pa spovliiutiwq Incatiordst IL COPAN wit Wang for s a ugor watw here beatrs at the fanow'nq lbcamnyk c. Spare c0pd t from Ira viictrc pawl n bra' 9 to pay booth fr aiaw system EL Reps" wit reaad mblI ttspe�s. tDecas twadwd by rarva"i a_ iLalrfmra Sla"MW Web Stage D Vapr Reto.wrc kwall boss ntreww Wit 12 tL Yam & prod ct huset f. Provde addmmal twilit Wed pull bin fr noncom speana trtwvl ■ Servo Station Offict g Provide poi bun 4'4i' above pure blocks for Mwtow d buttm& 0uannty & Ptvraie Trnpwwy Serves On Joir a- Job Shack b. Tefeohe c. d e- i- 7- Reva ps Onir: Remove Fvlowrn Equip e t To L Pump grid Osoerison b- Ar Corrprml r L Safe d e- f- Banc Senti,ra of Cawraetnrt s as FoBnws: Construction Specifications IM.0-S.243) Chevron Chevron U-S-A.Inc- Marketing OperatlonS San Franchsc0 J �y���� tl9NVkSki AdzNMiSWaa?GaA'..Mil zvimn-,n.F4&G.. Ins.-.rs ,,G.,X,I Lll,,.,,,.-�-.mG '.: S,."s,n am"=r...9� 11..kf�a^E,9^.LNS�3n.� x„ ,. :>r Ym6L `4LL Q _ DATE: :, m 20 10 0 20 40 SCALE IN FEET NO. REVISION k 2• ^v.FnEt'A". 0 I I 0 0 0 co I LiJ CID Ln in Ln rn I,VIIV Y'KVVIUL J 4 u. Mir•I r'ULL V PROVIDE 3/4' C. W/ BOX L WIRE FOR PUBLIC TELEPHONES. PULL WIRE. SEE SHT. PUMP (TYP.) / 1 E-19. U - - COORDINATE STUB -UPS W17K o P1=9,11 (3) 12,000 GALLON SOUTHERN BELL. TERMINAL BOX. SEE � /_ - �" \ UNDERGROUND SHT. E-19. \ 3 47 / / GASOLINE STORAGE TANKS y PROVIDE 1-20A CB 1 /P�_�� \ I T24 I IN PNL "P4" FOR THE IRRIGATION CONTROLLER. ; /� 1 19 CKT! P1-24 2 46 / 0 = 15°1W44 I R = 675. �0' I II I ' SEE RISER DIAGRAM SHT. E-03� i-� CANOPY SUPPORTS r r .. , ___n T g�•5-4h I NEW UNDERGROUND ELECTRICAL SERVICE. SEE RISER DIAGRAM SHT. E-03. COORDINATE ALL / II II { ELECTRICAL WORK WITH FP&L BEFORE / CASHIERS 1S, j CLOSET COMMENCING ANY WORKpp . ¢ AREa- I I 2�"�� — — — — — — — — — \ .f2_90 -x Frederic R. Harris Inc. y 6300- N.E. First Avenue Fort Lauderdale, FI, 33334 :. ':15 (305)' 491-3311 DESIGNED BY G.R DATE PROJECT NO. 4-12-90 — i Associates, s Inc CHEVRON o DRAWN BY rn' I Y H U r n a n / 1 S S O l l� f SCALE 30084.01 G.R. 1"=20' ST. LUCIE CROSSROADS SHErT. G\1 11t �C�� Gr�OG'C CHECKED BY BEINDORF DIVISION 0 0 � R;N; CO 1990 3885, 20th Street, Vero Beacr�h, Florida 32960 ELECTRICAL SITE PLAN' E-01--000 00 FIELD BOOK NO. P. Tel. (40i)562-7981 DWG. NAME DATE BY N0. REVISION DATE BY Building client relationships since 1967 EL-ST-60.DWG ,.. ..a� #a .�,R ,'.` •gym ' Lm imil x Y [ *r rz .v. , - k i R i� I FS x1 ry " }. mr a� 8 h- � T. v a� Y I hry i F 1 x 1 i Y +A w ! r Y ``nnAA 1 F a £v. y iA f x r c :w llo i S'I i -•_r � ( f f u F NOTES w .Ln 1. CONTRACTOR SHALL FURNISH AN15 INSTALL: A) CONDUIT AS SHOWN ON THE UNDERGROUND SITE PLAN. o " B) ALL CONDUCTORS AND PULL LINES PER U.G. CONDUIT SCHEDULE. I 1ICGI CONT'S. UNIT COMP F PUMP ' F —' PANEL STARTERS & i I = FS ,rt� P2A" 24 DISP. SN1S. �iJ �r�' r"I -- :,;r R SEE NOTE 4 F F X:= G �� O F •--- IRRIGATION PANEL ~— CONTROL PANEL F 17 IRRIGATION PANEL F P28 F f f PUMP "Pt" 111111 I}�I G METER G SEE NOTE 5. ( CABINET p i NOTE: IRRIGATION W/CT'S FrY—=/F/ IRRIGATION PUMP SYSTEMt� ONLY WHEN VALVES NO. VARIES F '/j`� F�� i APPLICABLE SEE PIPING PLAN %F_ F GROUNDING ELECTRODE G I EQUIPMENT PROVIDED BY INSTALLED BY �G CONTRACTOR CONTRACTOR CG CHEVRON CONTRACTOR ❑S CHEVRON SUPPLIER SUPPLIER ❑F FABRICATOR FABRICATOR C❑ CHEVRON CHEVRON AIR & WATER JC7G P RACE NAY 1"0f 4DvCTC,- PROVIDEC;r F -;lVID-� ":STRLL. SYMBOL INS'AL'_F_D 3 By CJND�IT HY CC%-RAC-JR k )',TRACTOR — ;-ONTRAC'OR W'REWA\' BY ^iiNTRACTOR CO%TRACTOR CONTRACTOR CONDL, T-OR WIRE- SUPPLIER CONTRACTOR WAY BY CONTRACTOR FS— — BY FABRICATOR SUPPLIER CONTRACTOR P CONDUIT BY CONTRACTOR CONTRACTOR CONTRACTOR (PULLWIRE ONLY) F BY FABRICATOR CONTRACTOR CONTRACTOR D�pI` 'ENSER SYMB:)LS CONNECTION B ' s CON'RACTOR "p o SUPPLIER �T TELEPHONECO. " INDICATES BILL OF MA =RIAL NUMBER, SEE SHEET E 14�` ° INDICATES TEM SPECIE =D IN MECHANICAL OR Cl ECTIONS ,, 4�, CG ELECTRIC DOOR TEL BOOTH STRIKE K'T BY TEL CO A.: LY D LGHiS NOTE: SEE SITE PLAN FOR SIGN LOCATIONS CONTRACTOR MAY BE INSTALLING MORE THAN ON MARKETER BLDG. SEE STL. BLDG. FABRICATOR DWGS. FOR PANEL SCHEDULES BY BLDG. FABRICATOR CONNECT TO 3/4" (P X 10'-0" I DO NOT RUN COPPERCLAD GND ROD & TO I IN WIREWAY #1/0 NEAREST COLD WATER PIPE. EXPLOSION PROOF SEAL (TYPO BOND TO STRUCTURAL STEEL. I SEE DETAIL THIS SHEET. 2 SETS OF: (3) #350 MCM—THWN, 1 # 3/0 (NEUTRAL) IN 3" C. (3) 600 MCM—THWN, 1 #3/0 THWN (NEUTRAL) CARWASH BLDG. & 1 /j1/0 (GND.) IN 4" C. BOND EQUIPMENT GROUNDING CONDUCTOR TO LMETAL COLD WATER PIPE, BLDG. STEEL & o (1 r� —ate-- a--�.�5.-..,_. — GROUNDING ROD. SEE DETAIL SHEET E-16. y, I dh oi III ,l 4 F} 4' I I RIGID CONDUIT SEALING COMPOUND USE COMPOUND MADE BY MANUFACTURER OF SEAL FITTING NOTE: } xn* PUSH CONDUCTORS AWAY CARWASH PRIMARY SUB PANEL MAY BE F FROM THE FILLING DESIGNATED AS "P3" OPENING & FORCE THEM OR "P4" ON CAR WASH RT SO THEY DO NOT VFNDORS PRINTS '-- t Inl rInKITA11T t."Tl l TICAL SEALIN SEAL FITTING INSTALLATION N.T.S. EYS CONDUIT SEAL FITTING (XP) PACKED FIBER DAM r<.. NOTE: PROVIDE EXPLOSION PROOF SEALS 18"ABOVE FINISHED SEE APPLICABLE- CAR WASH FLOOR AND IN ACCORDANCE WITH ARTICLE 501, CLASS 1 EQUIPMENT SCHEMATIC AND DIVISION 2 OF THE WjA ,riT NATIONAL ELECTRICAL CODE TYPICAL FOR ALL UNDERGROUND CONDUIT STUB —UPS INTERCONNECTION DIAGRAM ° ' INTO EQUIPMENT SHEET MAIN POWER SUPPLY DETAILS. s. i" tits �' - d< S` r� 12" FLOOR OF BUILDING DETAIL N. T. S. FOR SERVICE GROUND 61 Frederic R. Harris, Inc. 6300 N.E. First Avenue HMRU Fort Lauderdale, FL 33334 IM-8 OKEECHOBEE RD & ENTRY BLVD ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-60 • ; FI FrTRIrAI gTANnARn nwr. Chevron Chevron U.S.A. Inc. wo Marketing Operations REVISIONS ELECTRICAL RISER DIAGRAM 120/240V., 30, /_� DELTA SERVICE W/ CARWASH W/ ENCLOSURE 600A. SERVICE SCALE: NTS DATE: DR. CH. APP. E-03-000- 033 1, m m 0i' 0 b 0 0 M 0 w F- w w x in i M TRAFFIC FLOW SEE NOTE 6 REFERENCE DISPENSER NUMBERING & JUCTION BOX ORIENTATION IN RELATION TO BUILDING CONDUIT NUMBERS SEE SCHEDULE AT RIGHT (TYP) GUARD 7,no... r. ,: ... X ,, y.. .. r ...n. fvy. v y S >„ �. . d.r:'. ... a, a .� i + . . {f b :F. � � ,G iJ'Y'. I :, f1 �,. * .. M .. a� B .. .. .p . ^, •.. • � i. ... .h:, ,r C. M. Si`^ .J rr +^CM'1 ••+^Ma •, f ° DISPENSER DISPENSER v� :. J ,.✓'. r�rPlcot_NOERcr�our�D core©ulT FPiD n S P LJ FPta •,., CONDUIT CONDUIT CONDUCTOR COND. _.._ FROM 7 TO S P u l � CLOSET PUMP MOTOR + 3/4" 2+G # 12 THWN RMC WIREWAY PLUS UNLEADED I �1 1 Z IA" 1 I ,, , 1 r, ,,.,. PUMP MOTOR HEDUI-E REMARKS LATERAL�(SEE NO :ZWTC F- 1 2, F_ PUMP POWER SEE SITE PLAN SHEET E-01 — —4— — TO POWER SOURCE�TO PRODUC TANKS ( R FUTURE) DISPENSER J.B. #5 DEPEND ON DISPENSER — —---------------------— (SEE SHT.E-15FOR DETAIL) MANUFACTURER AND MODEL 2" C. (U.G.) FOR DATA WIRES, RUN OUTSIDE �( 2 3 4 5 9A ELECTRIC DISPENSER J.B. #6 SEE DISPENSER WIRING 46 47 48 49 31 32 33 40 OR UNDER BLDG. COORDINATE ROUTING _ _ _ _ TO REMOTE PUMPS CLOSET SCHEMATIC FOR SPECIFICS & STUB UP WITH BLDG. INTERNAL LAYOUT 53 �-6A 44 (SEE SHT. E-01 FOR 10 WIREWAY DISPENSER J.B. #7 (i.e. WAYNE 387/389/390/490 242/244 TOKHEIM etc.) _ — —� TANK LOCATION) 10A DISPENSER J.B. #8 —� I 35 39 TO CAR WASH (AS APPLICABLE) 11 DISPENSER J.B. #9 ❑ 34 — — — — — — — —�>— 51 C 13 < 15 ; 11 A DISPENSER J.B. #10 CONDUIT COLUMN LOCATION ELECTRICAL 12 DISPENSER J.B. #11 i CLOSET 12A 12 w ISLAND MARKETER (IM-3) = SEE BUILDING MANUFACTURER'S DRAWINGS FOR < a BUILDING FLOOR PLAN AND ELEVATIONS. U Ir IFP4> S P U V r S P U IFP 3 > DISPENSER I I `2J ❑-- CANOPY COLUMN (TYP.) VERIFY CANOPY CONDUIT COLUMN LOCATION WITH BUILDING MANUFACTURER ERECTOR DRAWINGS. ❑ h TRAFFIC FLOW - CD7A 1 NOTE: r IFP2> S P U ALL CONDUITS TO BE RIGID METAL V CONDUITS EXCEPT RUNS OVERHEAD r, E_ S P U MAY BE EMT. IFP1 > CONDUIT RUNS MUST NOT EXCEED DISPENSER NEC CODE 360` BEND RESTRICTIONS BETWEEN PULL POINTS. CONDUIT RUNS Jii\INDICATED HEREON ARE ROUTED FOR ( > It_ PRINT CLARITY ONLY. DISPENSER — TYPICAL_ UNDERGROUND CONDUIT PLAN N. T. S. DO NOT SCALE THIS DRAWING FOR SITE ORIENTATION AND QUANTITIES OF CONDUIT SEE SITE PLAN SHEET E-01. NOTES: 1. SERVICE LATERAL CONDUIT (::E) AND TELEPHONE SERVICE CONDUIT 50 SHALL BE: A. ROUTED IN NON —HAZARDOUS AREAS ONLY OR— B. SEALED IN ACCORDANCE WITH THE 1987 NEC ARTICLES 501-5 AND 514-8 2. CONTRACTOR SHALL COMPLETE A OR B BELOW: A. PROVIDE AND INSTALL -SERVICE LATERAL CONDUCTORS AS SPECIFIED ON THE ELECTRICAL SITE PLAN (SHEET E-01). B. PAY LOCAL UTILITY COMPANY TO PROVIDE AND INSTALL SERVICE LATERAL CONDUCTORS. 3. CONTRACTOR SHALL PROVIDE ALL CONDUCTORS OR PULL LINES AS SPECIFIED IN THE UNDERGROUND CONDUIT SCHEDULE (WHERE REQUIRED). 4. NO CONDUIT RUN SHALL EXCEED 4 QUARTER BENDS OR 360 DEGREES TOTAL BETWEEN PULLING POINTS. 5. 3/4" CONDUIT SHALL BE MINIMUM FOR UNDERGROUND RUN (EXCEPT WHERE NOTED). 6. DISPENSERS SHALL BE ORIENTED ON SITE WITH J—BOXES AND DISPENSER POSITIONS AS SHOWN. 7. NOT ALL CONDUIT NUMBERS LISTED IN CONDUIT SCHEDULE ARE USED, REFER TO PLANS. 8. REFER TO SHEET M-1 FOR ACTUAL FUEL PRODUCT AT EACH DISPENSER LOCATION, 9. DATA CONDUCTORS ONLY IN THIS CONDUIT (CONTINUOUS FROM JtiB. TO DATA DIST. BOX, NO CONNECTORS OR SPLICES) SPECIFIC NUMBER OF CONDUCTORS IN CONDUIT DEPEND ON DISPENSER MANUFACTURER & MODEL SEE DISPENSER & WIRING SCHEMATIC FOR SPECIFICS. (i.e. WAYNE 387/389/390/490 TOKHEIM 242/244 etc.) S.T.P. RELAY HINGE (TYP) DISCONNECT SWITCHES SUP UNL REG DSL ❑ ❑ ❑ ❑ DISPENSER DISPENSER JUNCTION FUELING POINT BOX NUMBERS (TYP) NUMBERS (TYP) BOTTOM OF ROW MAY NOT BE ON BOX "POINT 8" COMBINATION —STARTER RELAY AND DISPENSER DISCONNECT SWITCHES FRONT LAYOUT DISPENSER J.B. # 13 3/4" 2 #12 THWN ELECTRICAL CLOSET CAR WASH ELECTRIC WIREWAY CW TUNNEL LIGHTS REMOTE CONTROL AS APPLICABLE COMMUNICATION CONDUITS BY FABRICATOR OR 14 AS SHOWN AS SHOWN AS SHowN THWN RMC PVC ELECTRICAL ENCLOSURE PANEL "P-1" SERVICE LATERAL (SEE SHT.) SEE NOTE 2 E-03 15 1 /2" PULL LINE RMC ELECTRIC AREA OFFICE OR UTILITY ROOM TELEPHONE FIELD ELECTRICIAN ROUTED AS APPLICABLE 16 1" PULL LINE ELECTRIC CLOSET CASHIER AREA TELEPHONE 17 3/4" THWN YARD LIGHTS YARD LIGHTS 2+G #10 18 YARD LIGHTS YARD LIGHTS 19 YARD LIGHTS YARD LIGHTS 20 YARD LIGHTS YARD LIGHTS ELECTRIC CLOSET 21 2+G #10 ID SIGN CONDUITS AND CONDUCTORS TO WIREWAY SITE PERIMETER BRANCH CIRCUITS 22 SHALL BE AT A MINIMUM THE TYPES AND SIZES SHOWN HEREON. 23 REMOTE VACUUM WIRE GAUGE, INCLUDING GROUND 2+G #10 CONDUCTOR SHALL BE OF A SIZE 24 REMOTE VACUUM CONSISTENT WITH LOAD AND 25 AIR/WATER UNIT DISTANCE AS REQUIRED BY NEC 220 AND 514. 26 27 28 29 30 31 1" PULL LINE PRODUCT TANKS CASHIER AREA (FUTURE) LINE PRESSURE MONITOR 32 1ICABLE - - PRODUCT TANKS CASHIER AREA IN -SITU SPACE MONITOR VENDOR SUPPLIED 33 3/#12 THWN LINE COND R ELEC. AREA CASHIER AREA TO EPOS & DISP. INTERFAt DISCONNECT SWITCH VIA J. #22 BLDN INTERCOM J-BOX CANOPY COLUMN SEE CANOPY PLAN BELDEN #8723(4 COND) LEGEND' 1 10 THWN RELAY BOX ELECT. AREA CANOPY COLUMN SEE CANOPY PLAN CANOPY LIGHTING FASCIT FLUOR 10 36 37 — "U" — DENOTES UNLEADED 38 "R" - DENOTES REGULAR REGULAR OR PLUS 39 1" 3 #10 THWN ELECT. CLOSET CANOPY COLUMN CANOPY LTG. —COL. SELF/FULL MAY BE USED IN WIREWAY SEE CANOPY PLAN SERVE SIGNS & LIGHTER BOXES "P" — DENOTES UNLEADED PLUS DISPENSER AREA , 40 1" 20 #12 THWN ELECT. CLOSET CASHIERS AREA WIRING TO CASHIER'S WIREWAY JUNCTION BOX CONTROL CONSOLE "S" — DENOTES SUPREME 41 42 "D" — DENOTES DIESEL 43 COMMUNICATION CONDUITS 44 1" 5 #22 BLDN CASHIERS. CAR WASH INTERCOM PRODUCT HOSE ' INTERCOM J.B COIN BOX BELDEN 8723 4 COND S P U ROUTED TO OTHER BLDGS. ELECTRIC IDENTIFIER S P U OUTLETS SEE SHT. E-01. 45 3/4" PULL LINE CLOSET TELEPHONE (AS APPLICABLE) 46 SUPREME UNL TANK LEVEL SENSOR JUNCTION BOX ( J.) B. 47 CASHIER UNLEADED TANK AREA LEVEL SENSOR SEE APPLICABLE 48 WIREWAY PLUS UNL. TANK DETAIL SHEETS TYPICAL WAYNE MODEL 390 LEVEL SENSOR 49 DENOTES CONDUIT — SYMBOL/NUMBER FOR AN INDIVIDUAL CONDUIT FP — DENOTES PROGRAM FP#�> DISPENSER FUELING POINT NUMBER �`-JB�JB — DENOTES DISPENSER (\ # # JUNCTION BOX NUMBER /) AND ISLAND POSITION (NOTE DISPENSER JUNCTION BOX MUST BE MOUNTED ON THE ISLAND ON THE SIDE AS DESIGNATED BY THE J.B. # SYMBOL Cf' ) ('50 2" PULL LINE UOLETY TEL. BOARD/ TELEPHONE SERVICE (SEE NOTE) POWER CONDUITS ROUTED ELESPLICE 51 AS AS AS THWN ELECTRIAR WSS PANELA'PH FEEDER TO "P-4" (SEE 03T) TO OTHER BLDG, SEE SHT. E-01. ` SHWN SHWN SHWN SO RCECAL 4" 52 53 2" ARIE #14 THWN ELECT. CLOSET WIREWAY CASHIER AREA DATA SIGNAL WIRING FOR ALL DISP SEE NOTE 9 * CONDUIT FILL < 27% 0 BELDEN #9306 CABLE (RYKO CARWASH) 0 0 BELDEN #9315 CABLE (NUSTAR CARWASH) uFob RPrrrr= .I ONLY 11 Frederic R. Harris, Inc. 6300 N.E. First Avenue; rw+ea Fort Lauderdale, FL 33334 IM-3 OKEECHOBEE RD & ENTRY BL`.'D ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-60 ELECTRICAL STANDARD DWG. Chevron TYPICAL UNDERGROUND CONDUIT PLAN Chevron U.S.A. Inc. & CONDUIT SCHEDULE FOR IM-3 WITH 11111160 Marketing Operations DRESSER WAYNE 390/490 DISPENSER REVISIONS 9-15-89 REVISED FUELING POINT, JUNCTION SCALE: NTS BOX, CONDUIT NUMBERS FOR NEW "HQ" HM21 SEQUENCE. DR. GR CLARIFICATIONS FOR CARD READERS. DATE: 4 CH. 90 APP. Ril► 41 w E-04-001-082 r ,� ELECTRONIC C BLK. WHT. CRN. POWER SUPPLY 2 POSITION SELECTOR— FACTORY WIRED. SW. OPERATOR SQUARE D. CAT. #900 KS 118W CONTACT BLOCK, SQUARE D CAT.#9001 —KA-2 EPOS COMPUTER CONSOLE ISOLATED QUAORUPLEX OR NOTE: 2) ODPLC OUTLETS °RANGE COLOR) O O IF SINGLE DATA DISTRIBUTION BOX IS USED —JUMPER IN FIRST BOX IS CONNECTED 4 TO 5 TERMINAL IN EACH LOOP. (SIXTEEN FUELING POINTS, OR LESS). IF TWO DATA DISTRIBUTION BOXES ARE USED —JUMPER IN LAST BOX 3 IS CONNECTED 5 TO 6 TERMINAL a IN EACH LOOP. THERE IS NO M JUMPER BETWEEN TERMINALS 4 AND 5 IN FIRST BOX. BLACK n FOR MODEL 490 DISPENSERS THERE IS ONLY ONE "DATA LOOP" FOR BOTH SIDES OF DISPENSER. ONLY ONE PAIR (+ & —) OF DATA WIRES ARE CONNECTED AS SHOWN AND PROVIDE BOTH 'FUELING POINT° ADDRESSES. SECOND SET OF DATA WIRES ARE INSTALLED HOWEVER AND CAPPED OFF FOR FUTURE USE AS SHOWN UNE CONDITION R 1 DjQ0VA ' C§ND WHIT GR)_ _ rU EUT GRN NEUT B ACK WHT. TO P2-2 & GRND, ROD-3N12 AW, THWN SEE SHT. E-16 FOR CONNNECTION DETAIL OF SPECIFIC LINE CONDITIONER INSTALLED. DATA DISTRIBUTION BOX NO. 1 -- --- -LOOP, ---- -� A>, „ B>, 3 0 3 m VIOLET O BOTCH DISP. N0. 1 O (� ORANGE (JUNCTION BOX) BROWN + VIOLET sw mN O O YELLOW DISP. N0, 2 CJ VO Z--p ORANGE (JUNCTION BOX) _ I BROWN � � + VIOLET YELLOW O DISP' NO. 3 O ORANGE (JUNCTION BOX) i - - VIOLET BROWN ? DISP. N0. 4 O UUU e I YELLOW O (JUNCTION BOX) O ORANGE BROWN �+ VIOLET DISP. N0. 5 YELLOW ORANGE (auwcnoN eox) q p L—/ I BROWN I + + VIOLET DISP. N0. 6 YELLOW (JUNCTION BOX) ORANGE I I + 0 THESE TERMINALS O ARE NOT USED AND SPAINEMSWITCHED O "BY—PASS" I IFn LED I COOP " All - - BROWN 1 2 3 4 + IN - w 0 0 I I r 1I MPER LOOP "B" VIOLET TB-1 BRN. + — + — TB-3 1 1 3 3 YLW• 4 4 VIC. 5 5 6 7 ORG. 8 8 9 9 10 10 11 11 2 2 13 13 TB-2 TB-4 NOT APPLICABLE TO 490 MODEL TB-5 THRU TB-11 NOT APPLICABLE TO THIS INSTALLATION. TB-6 THRU TB-10 NOT APPLICABLE TO THIS INSTALL— ATION. 1 1 2.. 3`-:4 1 5 6 7 8 9 110111 1 1 i 1 2 3 4 5 ,...6 1 7 -..8 1 9 10. 11 12:- Do A n r; m O D �o -.1 b O0 nO C2: A DA = O O o O + I + g =O n 0, +0 ' In n C 0 -0 a(A w U)W 9 '0 m m m Q E (n Tn (A EnA m _ [ rn z 0 0 IA { i A Z b 1 N rn (n m : (n m z m I. I < O Lo < (n (A (n r-, I � m C I O r- �rn m I l O (� lIl Crn? cm7 -O � D D m Z `c^ O CrnS --1 trn9 —L [rn� —i trn? +1 1 D `� I A X N x NI o 0 z C> ik iF it R iF � III " � k • I � I 'k ik � I I I D rn C S z) � � I I = (7)A z0" r-*I m m -C m z m Z ATTACH TO GROUND I m SCREWPROVIDED. N m N I I I MLnI I .m(n" ' ZA ZA. Om j_m I I I_ I (CONNECTION TO 390 MODEL OR �90 MODEL A5 APPLICABLE) I SECOND SET OF DATA TERMINALS. & CONDUCTORS NOT APPLICABLE TO MODEL 490, BUT PULL CONDUCTORS` #12 AWG TF{WN & CAP OFF IN JUNCTION BOX AS SHOWN I I I , #14 AWG THWN TAG DATA WIRES WITH j APPLICAPLE T POSITION NUMBERS AT 490 MODEL ONLY DISPENSER, DATA DISTRIBUTION CABINET SEE GROUNDING AND IN WIREWAY DETAIL SHT. E-16 I I OUTSIDE PANEL P 1 EMERGENCY ALL S.T.P. CONDUCTORS SHALL BE SHUTDOWN COLOR CODED AS SHOWN BELOW *S-'SUPREME MOTOR STARTER —RED ES-2 *U UNLEADED MOTOR STARTER —BLACK *P UNLEADED PLUS MOTOR STARTER —BLUE POINT 8 STARTER CONTACTOR'' BOX FUEL PUMPS (*R—MAY BE REGULAR IN AREAS NOT YET CONVERTED) IP *D DIESEL MOTOR STARTER -YELLOW p YC z T DISPENSER SWITCHES,' PUMP 4 CONTACTORS AND LIGHTING 1— CONTRACTOR SHALL PROVIDE & INSTALL CONTACTORS PANEL "P2 SPADE .& TONGUE CONNECTION ON ALL CIRCUITS CONNECTED W/ SCREWED TERM"- INALS. SEE UNDERGROUND CONDUIT PLAN POWER DISPENSERS 2-CONTRACTOR SHALL. PERMANENTLY, LABEL TO. LINE CONDITIONER. FOR CONNECTION TO POINT 8 SEE NOTE 3 TRANSFORMER- ALL WIRE TERMINALS "W/ BRADY' LABELS OR STARTER &CONTACTOR BOX N SEE NOTE 3 APPROVED EQUIVALENT. 3— VERIFY IN FIELD THAT CIRCUIT BREAKER VERIFY ACTUAL POINT 8 CONTROL N FOR THE LINE CONDITIONER (SOLA, TEAL, etc. CABINET CONFIGURATION SUPPLIED AND FOR THE POWER/LIGHTS FOR DISPENSER TO THIS PROJECT SHUTDDOOWcoO�aTTOR ARE BOTH CONNECTED TO THE SAME PHASE, N REARRANGE CIRCUITS IN PANEL BOARD AS NECESSARY TO COMPLY W/THIS` REQUIREMENT.,' 4— COLOR CODE WIRE AS UNUSED SWITCH LEG (i.e. RED, BLACK, BLUE, YELLOW, = THIS ,SHEET ISM FOR "INFORMATION ONLY REFER` TO MANUFACTURERS INSTALLATION INSTRUCTIONS AND DIAGRAMS BEFORE COMMENCING ANY WORK COORDINATE WIRING ' W/ ACTUAL DISPENSER TYPE IN EACH PUMP p BLOCK LOCATION. - S U j REG. p & SUPREME UNL. I PLUS DIESEL(IF APPL.) VERIFY CIRCUITS W/ - PUMP MOTORS BUILDING Ip I I I I MANUFACTURER DWGS. ONL INTEGRAL OVERLOAD --- ELECTRICALSTANDARDDWG. PROTECTION r I II (TYP. FOR FOUR) Chevron DISPENSER WIRING SCHEMATIC I I Chevron Q.S.A. Inc. DRESSER WA•YNE DISPENSERS EQUIPMENT GROUNDING " , , 5 , i, s g MarketingOperations LUG. MODEL 390 490 IM-3 (TYP. FOR FOUR) REVISIONS 9-15-89 CORRECT ORIENTATION OF JUNCTION SCALE: NTS DATE: 4--12'110 BOX TERMINALS, ON 390/490 JUNCTION BOXES DISPENSERS. DR. vA CH, y2n1 APR. RN 1M-3 ..}4 Frederic R. Harris, Inc. OKEECHOBEE RD & ENTRY BLVD E-05-001-081 rwtRts 6300 N.E. r-1re1 Avonue Fort Lauderdale, FL 32334 ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-60 PUMP STARTER CONTROL POWER DISCONNECT SWITCH, WITH PADLOCK ATTACHMENT. x �MOUNT ON DOOR (TYP. OF 4) S LABEL WITH PRODUCT NAME IN THE SEQUENCE SHOWN TO MATCH INTERNAL PREWIRED CIRCUITS HINGE (TYP) / / MAY BE MARKED "POINT 8" STARTER AND CONTACTOR BOX WITH DISPENSER DISCONNECT SWITCHES PUMP STARTER DISCONNECT SWITCH WIRING TYPICAL FOR ALL PUMPS LETTER IN THIS POSITION MATCHES PRODUCT DESIGNATION LETTER (IE: X, Y. Z, AA) a PRODUCT . A N`e4t DESIGN & CONSTRUCTION NOTES: 1. PANEL DESIGN, MATERIAL AND WORKMANSHIP SHALL COMPLY WITH THE LATEST EDITION OF THE ANSI/NFPA TO NEC AND APPLICABLE STATE AND LOCAL CODES AND SAFETY ORDERS. 2. PANEL INTERCONNECTION WIRING CONDUCTORS SHALL BE SIZED ACCORDING TO THE RATED AMPACITY OF THE SWITCHES, CONTACTORS AND MOTOR STARTERS, 3. IDENTIFY PANEL INTERCONNECTION WIRING TERMINATIONS USING HEAT SHRINK TAPE MARKERS, OR EQUAL. 4, USE SPIRAL WRAP ON CABLE LOOP BETWEEN PANEL AND REAR OF DOOR. DISPENSER DISCONNECT SWITCH WIRING , TYPICAL FOR ALL DISPENSERS V'40 a Iw $ # '$r�#, it r h `,; " "''F.$ z`x' ..S, rk '+,+r +', 4',:.. , ". 4 P2-9N.. '_ ROW #1 SIGN NIGHT N tl C1-0 F 'IA 4 C2-0 F C2 17--cqe CIA -1 1 2 CIA -2 C 2 -41 1 2 c2- 2 C2A-1 1 2 C2A - 2 CiA -3 3 4 CiA -4 C2 -3 3 4 C2-4 C2A-3 3 4 C2A -4 Cam, O +iO O {} C1A-7 7 8 CIA-8C2-7 7 8 C2-8 C2A-7 -O 7� 8 1 C2A-8 CIA-99 1F 0� CIA-10C2-9 9 10 C2-10 C2A-9 9 10 C2A-10 -11�0 11 12�� CiA CiA-12 LTG NOTE: ALL CONTACTS ON C2 AND THE FIRST CONTACT ON CONTACTORS C2A SHALL BE WIRED USING #10 WIRE. ROW #3 SUPREME DISP #1 DISP #2 DISP #3 P2-4N-2 L-AA1 L-AA2 AA - A Al DISP #4 EMERGENCY ROT/ #2 SHUTDOWN SIGN _ Ci-o C1 CE1-o CEi C1-1 1 2 t1- P2-4_1 1 2 P2-4- 2 P2- C1- 3 3 4 P2- 4N-1 3 4-0 P2- 4N- 2 C1-5 5 6 C1-6 P2- LTG -405�r6 P2-LTG -5 C1-7 7 8 C1-8 P2-LTG-4N 7 8 P2-LTG-5N OBI O C1-9 9 10 Ci-10 9 10 C1-11 o-11 120 C1-12 11 12 C1-13 13 �4CI4 Ci-15 _ 15..6 PUMP STARTERS AC MAGNETIC STARTER NEMA SIZE 0 230V, 2 POLE SINGLE PHASE. SQUARE D CAT #8502-SB01(TYP FOR 4) OUTPUT DISP #5 WIRE NUMBER IN THIS POSITION ; :'_ z z N zv z n rn z t I- z In ,Z z --- c<'. MATCHES DISPENSER NUMBER I 0 U U a CD O N N N N N N N a Ir x U O M n n rn n a r'3 x ro rr U U 1- "t o- d v a V- � U F-- U u7 n n u7 In ¢ Ln to ` '} M� •C' !; d Z J J _ J Z X } N Q U U J J N J Z X } N Q U U ,- J r- J J Z X } N Q U U J J J Z X } N Q U U J J J Z X } N Q U U CONTACT BLOCK, TEN N.O. FRONT MOUNTING SQUARE "D" CAT.#--- o 3 0 0 0 0 0 0 0 0 0 - N N N N N to (0 Ill 00 m O N n � in (0 r\ 00 m O N n V Ln e0 N w m O LTG , I 2 PZ-LTG 6 _ LTG N 3` a — P2-lTG-SN a 01 4 z o _ _2 r IN _- 8 P2-4N 2 ,. X ate _ SI-X Y I 12 Si-Y HINGE z —�i '— SI-Z AA 5 1e SI-AA CR ao-Lo'e CR N e 20 5. REFERENCES "REGULAR" PRODUCT APPLY TO "UNLEADED PLUS" PRODUCT IN APPLICABLE AREAS. 6, CONSULT CHEVRON ENGINEER FOR "DIESEL FUEL" DF CIRCUITRY APPLICATIONS. 7. IF DISPENSER LOAD EXCEEDS 20AMP, REMOVE JUMPERS 86-88, 87-89 AND INSTALL CIRCUIT P2-1 FOR DISPENSER LIGHTING OTHERWISE FEED FOR ALL DISPENSER CIRCUITS (COMPUTER & LIGHTS) IS A SINGLE 20A SWITCH NEUTRAL BREAKER. 8. FEED FOR ALL CONTACTOR RELAY COILS IS A SEPERATE BREAKER ON SAME PHASE AS NOTE 7. R� l DISP #6 NOTE: EACH INDIVIDUAL DISPENSER JUNCTION BOX IS FIELD WIRED TO TERMINAL STRIP WITH THE COLOR CODED CONDUCTORS AS SHOWN. POINT EIGHT BOX INTERNAL WIRING CONDUCTOR CIRCUIT DESIGNATIONS FOR THE N M Ir1 1n r- co a, o N r1 u7 S.T.P. SWITCH LEGS ARE AS FOLLOWS: O ° ° O ° ° D 00 N ^ �' X=SUPREME Y=PLUS Z=UNLEADED, AA=DIESEL THESE CIRCUIT DESIGNATIONS ARE NOT THOSE OF ANY SPECIFIC DISPENSER MANUFACTURER, BUT ARE FOR REFERENCE TO THE S.T.P. LINE AND LOAD CIRCUITS. STARTER & CONTACTOR BOX WITH DISPENSER DISCONNECT SWITCHES :1al� mom _ Al LIGHTING CONTACTOR 5 POLE 30A OPEN TYPE ELECTRICALLY HELD. SQUARE D CAT# SMO-4 (TYPICAL FOR 3) DISPENSE LTG C3-0C3 ENCLOSURE BOX 42"H X 24"W X 8 5/8"D, STEEL ENCLOSURE W/ ENAMEL FINISH, NEMA 1, HINGED DOOR, U.L. LISTED, LTG-5 1 —C) P2-LTG_ COMPONENT RECOGNIZED. 0_3� 4 O INSTALL LABEL INSIDE OF BOX STATING: "THE STARTERS DO NOT CONTAIN OVERLOAD PROTECTION. THE MOTOR SOD CAT LO-20 HOUSING CONTAINS OVERLOAD PROTECTION." LOCATE LABEL AS CLOSE TO STARTERS AS POSSIBLE. SOLDERLESS BOX LUG SECTIONS TYP. FOR 175 THIS SHEET. • U.L. COMPONENT RECOGNIZED • 30OV, 60A, #8AWG, 125-C MAX. SERVICE TEMPERATURE. • 1.65" HIGH X 1.49" DEEP X 0.35 WIDE • NYLON MOLDING • TiN-PLATED TERMINALS RECESSED IN MOLDING • SELF LOCKING TERMINALS • NON -INTERLOCKING SECTIONS REMOVABLE BY SCREWDRIVER • SNAP -IN MARKING STRIP • SQUARE D CAT #9080-GR-6 (8)#10, (6)#12 (TO 35 VIA. ELEC. WIREWAY) (8)#12 (TO CONDUITS (tD THRU 21 SEE UNDERGROUND CONDUIT SITE PLAN FOR EXACT CONDUIT NUMBERS.) (4)412 (TO j�MA. ELEC WIREWAY) CKT P4-9, CARWASH TUNNEL LIGHTS MOUNTING CHANNEL, TYP. FOR THIS SHEET • STANDARD TYPE (NOT SNAP -OFF) • LENGTH AS REQ'D. • SQUARE D CAT # 9080 TYPE GH (2)#12 + G (TO VIA. ELEC. AREA WIREWAY) (2)#12 + G (TO ® VIA. ELEC. AREA WIREWAY) (2)#12 + G (TO 0 VIA, ELEC. AREA WIREWAY) (2)#12 + G (TO O VIA. ELEC. AREA WIREWAY) (14)#10, (16)#12 + G (TO PANEL P-1) (3) OR (6)#12 (TO PANEL P-2) SEE NOTE 5 (20)#12 TO 40 : 5)412 TO LIGHTING CONTACTOR SWITCHES CASHIER NOTE: FACTORY SHOP WIRING MAY HAVE f 8)#12 TO PUMP INDICATING LIGHTS CONTROL DIFFERENT DESIGNATIONS PRINTED CONSOLE ON CONDUCTORS. FUNCTIONS (7)#12 SPARES TO CASHIER CONTROL AREA HOWEVER WILL BE AS INDICATED R 0 TYPICA TO g Frederic R. Harris, Inc. 6300 N.E. First Avenue • Are;'; wwntt Fort Lauderdale, FL f13334 I M-3 " OKEECHOBEL'RD & ENTRY BLVD ST. LUCIE COIJNTY, FL PROJECT NO. 07-1884-60 HE E N. L ALL TERMINAL STRIPS, CONSULT CHEVRON ENGINEER, SOME "POINT 8 BOX" FACTORY INTERNAL WIRING MUST CHANGE TO ACCOMODATE THIS CIRCUITRY. VIA WIREWAY TO DISPENSER CONDUITS CD THRU 12A AS APPLICABLE i IIrOr. Rene `laocf - oNk-fII ELECTRICAL STANDARD DWG. Chevron POINT 8 STARTER & CONTACTOR Chevron U.S.A. inc. DISPENSER DISCONNECT SWITCH BOX Marketing Operations (7/20/89) REVISIONS (HALLMARK 21) 9-15-89 REVISED PT.8 BOX FRONT SCALE: NTS DATE: 4-12-90 LAYOUT DETAIL. DR. GR CH. Rt4 APP. f tj 2/i/90 UPDATED PRODUCT RELAY - SWITCII LEGS TO MATCH INTERNAL AND FiELD WIRING E-06-000-071 OF DISPENSERS. l� iaM P2-4 P2-LTG-4----2_ CEI P2-LTG-5 C3 P2-LTG-6 -- CKT P2-1 DISPENSER LIGHTING (SEE NOTE 3) CKT P2-4 DISPENSER CONTROL P2-4-1 CEI EMERGENCY SHUTDOWN CONTACTOR -DISPENSER LIGHTING CON DISPENSER LIGHTING —TACTOR 1 F - - LTG-1N � C LTGI 101 102 D1 N1 104 5 L1 I X1 103 � 105 ILLL--- I I Yl — 106 Zl 107 n AAt t- I 108 LTGI I I LTG-2N PD 112 I N2 02 114 I6 5I 113 L2 f X— L_ 1 Y2 Z2 117 r- AA2 — I2 1I Try 121 D3I6 5I L3 1- — L — I 123 J 131 LTG-4I D4 16 5 133 L4 II ` 141 LTG-5 DSI6 5I LS I 143 L— J SEE NOTE 1 n T I2 1I 151 II6, 16 5 L6 ►--I 153 L___ I CONTINUE FOR ADDITIONAL DISPENSERS wM LTG-3N 222 N3 124 X3 125 Y3 126 Z3 127 AA3 — LTG-4N 132 N4 134 X4 135 Y4 136 Z4 137 I AA4 LTG-5N 142 n I N5 ,44 144 n X5 l s YS 146 ZS —� 14 7 AA5 148 LTG-6N 152 N6 154154 X6 155 Y6 156 Z6 157 lAA6 --J SEE NOTE 27 3 i 4 10 15 16 7 '4 10 10 10 w DISPENSER AND PUMP CONTROL DIAGRAM W, 1 V,. w ' PRODUCTS 4 X = SUPREME. Vt Y PLUS Z UNLEADED = xb, Yam. AA= DIESEL, , i SI-X S1 Y� S-1 S1-AA P2-4N P2-4N-1 P2-4N-2 CEI P2-4N-3 —P2-LTG-4N CE1 CONTINUE FOR ADDITIONAL DISPENSERS P2-LTG-5N CIRCUIT NUMBER P1-2 P1-6 P-10 I P1-23 v P1-24 P4-9 P4-7 CASHIERS CONTROL u .n A\./r # 10 AWG C2A-5 I I I C2A-7 C2A-9 C2-2 HID LIGHT FIXTURES CANOPY 6#10 AWG LIGHTS C2A-4 46 APPROACH LIGHTS C2A-6 j APPROACH LIGHTS YARD r LIGHTS —� C2A 11 48 CAR WASH TUNNEL C2A-10 LIGHTS 49 CARWASH SOFFIT LIGHTS C3 HAS ONE CONTACT IN LIGHT POWER TO I I DISPENSERS SEE C2 I C2A CEI C3 CONTROL DIAGRAM ON NIGHT LIGHTING CONTACTOR SWITCH ES-1 13 THIS SHEET, 10 9 14 I 24 23 55 C2-a CE-la P2-9 58 C3-n CEI HAS FOUR CONTACTS ?'?' o P2-9N I T 26 25 54 IN CONTROL/LIGHT POWER P2-9N ��i Cl-a TO DISPENSERS. SEE I ON SIGN LIGHTING 22 21 57 � THIS SHEETNTROL . CONTACTOR SWITCH I Cl I CIA DISPENSER LIGHTING �\ I CONTACTOR SWITCH L DOOR STRIKE SWITCH ��CI-1 1 12 CI-2 27 P2B-9 I 1 Cl-3 h f 4 CI-4 28 P2B-10 —6 P213-11 3 CI-5 5 6 I Cl-6 j--fi- 29 SPANNER SIGNS ,� 1 I CS-7 171 8 C1-8 30 CANOPY SIGNS P2B-12 v P28-13 �` 19i 111 10 C1-10 I 31 SPANNER SIGN 6 C1-il 12 12 C1-32 SPANNER SIGN P2B-14 I I P2B-15 7 C1-13 13 14 CI-14 33 SPANNER SIGN 8 C1-15 15 16 I I C1-16 34 MM-4 ONLY SPANNER SIGN P2B-16 P2B-I v I 1 CIA-1 111 12 CIA-2 35 HALLMARK NO.1 P2B-2 ---` f� C1A-3 14 31 I r C'A- 13 I � r ,— HALLMARK N0.2 YARD SIGNS 16 I C1A-6 1 37 or LIPS SIGN NO.I P2B-3 v ++ E u �2-1 C1A-7 71 1 8 I ClA-8 38 LPS SIGN N0.2 P2B-4 PI-14 CIA ilo C1A-10 39 k CANOPY FASCIA P1-16 24 CIA-11 Ill 112 C1A-12 50 CANOPY FASCIA ❑UTSIDE LIGHTING C❑NTR❑L DIAGRAM PRODUCT CKT. NO. X P1-1 Y Pi-5 Z P1-9 AA P1-13 PRODUCT TERMINALS TERMINALS X L-X1 65 M-X1 74 93 1 Y L-Y1 67 M-Y1 77 95 Z L-Z1 69 M-Zl 80 97 5 AA L-AA1 71 M-AA1 93 99 <. / TERMINAL LEGEND TERMINALS IN THE DISCONNECT SWITCH STARTER & CONTACTOR BOX. O TERMINALS IN THE CASHIERS CONTROL CONSOLE 8 . TERMINAL IN DISPENSER 1 t 1/2 H.P. THERMAL PROTECTOR INTERNAL WITH MOTOR ,— ON CASHIERS CONTROL CONSOLE r LEGEND /-DISPENSER n—_ / NUMBER DISCONNECT DISPENSER € �! (1 THRU 12) SWITCHES MOTOR ( PRODUCT TYPE SERVING STARTER {(X,Y,Z, AA) DISPENSER DISPENSER CONTACTS NUMBER CONTROLLING (1 THRU 12) MOTOR STARTERS PRODUCT TYPE (X,Y,Z, AA) MOTOR M STARTER COIL PRODUCT TYPE (X,Y,Z, AA) EMERGENCY ES SHUTDOWN �` SWITCH NUMBER SWITCHES (1 OR 2) PRODUCT TERMINALS TERMINALS X L-X2 66 M-X2 75 94 < 2 Y L-Y2 68 M-Y2 78 96 O Z LZ-2 70 M-Z2 81 98 aD> AA L-AA2 72 M-AA2 84 100 w w (N NOTES 1. FOR ISLAND MARKETER OR SITES WITH ONLY FOUR DISPENSER JUNCTION BOXES CIRCUITS BEYOND LTG 4/L4 WILL NOT BE FOK rE F �s d ff Nc O M IT" 11 APPLICABLE. IF THE SITE HAS MORE THAN FOUR J.B. SUCH AS A MINI -MART WITH -MPD'S', CIRCUITS UP TO A POSSIBLE TOTAL OF TWELVE (12) WILL FUNCTION AS SHOWN. ELECTRICAL STANDARD DWG. 2. FOR DISPENSER LAYOUTS WITHOUT PRODUCT Chevron POINT 8 STARTER / CONTACTOR 'AA' DISREGARD THIS CONDUCTOR PATH AND ASSOCIATED TERMINALS, Chevron U.S.A. Inc. DISPENSER DISCONNECT SWITCH BOX— o 3. IF DISPENSER LOAD EXCEEDS 20 AMP, REMOVE Marketing Operations CIRCUIT FLOW DIAGRAM (4/28/88) 00 JUMPERS 86-88,87-89 AND INSTALL CIRCUIT P2-1 FOR DISPENSER LIGHTING, OTHERWISE FEED FOR ALL REVISIONS (HALLMARK 21) O CIRCUITS (COMPUTER & LIGHTS) IS.A SINGLE 20A. _ SWITCHED NEUTRAL BREAKER. CONNECT TO SAME 11-30-89 NOTE Ott AND }2 WORDING SCALE: NTS DATE: 4.12-90 PHASE AS P2-4. Frederic R. }' Ards, Inc. REVISION TO ELIMINATE to 6300 N.E. First Avenue DASHED LINES AND INCORRECT NUMBERS. DR. GR CH, APP. RN r ms Fort Lauderdale, FL 33334 2/1/90 UPDATED PRODUCT RELAY IM-3 CIRCUITS TO MATCH INTERNAL OKEECHOBEE RD do ENTRY BLVD AND FIELD WIRING OF DISPENSERS E-07-000-071 ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-60 , . I.- ryr F PZj�y { A MlY IA � " �4� Y 4 rite \ �+R ,� w, 1 NOTE: TO MAINTAIN CONSISTENCY IN WIRE "PRODUCT CIRCUITS" FROM APPLICABLE TERMINALS IN STARTER CONTACTOR BOX X—Y—Z 9 THRU 100, CONNECT AS SHOWN. CORRECT DECALS ON EXTERIOR OF CASHIERS CONTROL BOX TO READ AS SHOWN AT RIGHT — 11 1/2" 10" PUSH TO STOP UNLEADED PUMP SUPREME PUMP REGULAR PUMP DIESEL PUMP + PULL TO START UNLEADED \ PLUS 0 ® O O ( 0 © Q3 03 O Q3 ® DISPENSER EMERGENCY O SHUTDOWN PUSH TO STOP DOOR STRIKE `OFF OI�N���,�� SIGN LIGHTING OFF ON NIGHT LIGHTING OFF ON DISPENSER LIGHTING OFF ON AS REQUIRED —LATCH PULL TO START SLIT" SEE NOTE 11 CAR WASH EMERGENCY POINT EIGHT SHUTDOWN Chevron POWER, INC. BELLE CHASE UL FILE N0. LA. E9/037 Ot ENCLOSURE it &x r w R x A is$ { l r � N S , 9 1 /2" BILL OF MATERIAL MARK QUANITY FUNCTION MFGR. CAT. # TYPE DESCRIPTION 10 1 ENCLOSURE PEP AFMP NEMA1 8 3/4 x 11 1/2 x 6 ALUM. W/SUKB PANEL 2 4 INDICATING LIGHT SQD D2VSG 9001 SQUARE GREEN LENS, PILOT LIGHT BEZEL 3O 4 TRANS. LIGHT MODULE SQD DTSD 9001 TRANSFORMER LIGHT MODULE LAMP HOLDER 4� 4 BULBS SQD 225 9001 6V LIGHT BULB O 1 DOOR STRIKE SQD D2E1R 9001 TOGGLE SWITCH © 1 CONTACT BLOCK, SQD DA01 9001 CONTACT BLOCK �7 3 SELECTOR SW. SQD D2G2S 9001 2-POSITION MAINTAINED 8 3 CONTACT BLOCK SOD DA10 9001 CONTACT BLOCK Q9 i OPERATOR SQD KR9 9001 PUSHBUTTON OPERATOR 10 3 CONTACT BLOCK SQD KA3 9001 N.C. CONTACT BLOCK 11 1 PUSHBUTTON SQD R21 9001 2 1/4" RED MUSHROOM HEAD P.B. 12 1 ADAPTER SOD K54ADP 9001 PUSHBUTTON ADAPTER 13 1 PLUG HOFFMAN IAS075SS PLUG STAINLESS STEEL (FOR FUTURE CAR WASH) 14 2 TERM. BLOCK BEAU 14015 9001 15-POINT TERM BLOCK 15 2 MARKER BEAU MS140 15POINT 15-POINT MARKING STRIP 16 1 TRANSFORMER SQD 120AC/24DC 9070 120V TO 24V DC, 25VA TRANSFORMER NAMEPLATE SCHEDULE rr 4 H MARK QUANITY SIZE COLOR LETTER 1ST LINE 2ND LINE 3RD LINE N1 1 1/2 x 1 3/4 BLACK 1/8 TB1 N2 1 1/2 x 1 3/4 BLACK 1/8 TB2 N3 1 2" x 2 1/2" RED 1/8 * SEE DETAIL N3 } DETAIL N3 4, �*�,wAj See,ys$�, h, ♦v ill' 1 USE ;COPPER WIRE ONLY MAX. VOLTAGE FOR PILOT LIGHTS 240VAC. MAX.'"' ° (" WATTAGE FOR 6V/1.2W. *. MAX. AMPERAGE FOR ' SELECTOR SWITCHES 30 r AMPS MAKE, 3 AMPS BREAK, 10 AMPS CONT., NN SIDE VIEW 1 T31 15 N1 15 14 15 14 16 TB2 30 XFMR N3 N2 ( 16 L FRONT VIEW OF INSIDE Y ' TO STARTER UISPtNSLR SHUIUOWN SWIICHLS CONTACTOR BOX I "ID" TERMINAL NUMBER PUSH TO STOP 000 CHECK PRODUCT LABELING ON EXTERIOR PULL TO START] z ` lµ OF CONSOLE FOR CORRECT SEQUENCE AND T.B. o ,I OPERATION AS APPLICABLE. M—X1 SUP O J 93 7 M—X2 SUP z z m " r 94 2 M—Y1 PLUS a o d 95 3 M—Y2 PLUS ° k rT sl , 1 96 4 M—Zi UNL (A z In z p 97 5 M—Z2 UNL 98 6 1- U r o 99 7 M-AAI DSL N t " M—AA2 DSL „ a 100 8 P2-9—CEt-2 a ill FIELD INSTALLED P2-9—CE1-2 ,JUMPER 9 TO 13 61 10 11 WIRING SHOWN APPLICABLE ONLY IF J aIll 1: '$ TRANSFORMER MOUNTED IN CASHIER`S ` } ,,'� �' ' �' '+' 1 a," Y r 58 14 iyw CONTROL CONSOLE +_.` ° " 15 FACTORY INSTALLED JUMPER FROM 10 TO 22 TO 24 TO 26 P4—KS-1 ° TO CAR WASH 16 CONTRACTOR ,,III t rr � tv r A, t'" :n '(9. a en, r„' " v, P4—KS-2 .Al-. t`l {" ,� r PANEL 17 FIELD WIRED L .a .`T _ + H' `t 78 P4 1 d '� P4—KS-4 IN NI .^�19 "'* I: '�'�' 20 IT,r ° a -0F{i',Ix 14,.57 C3-'0 - ' '#",p- �# dry +° [ -0 r15� `3 d" 21 NI �( INNtWIN 22 P2-9 I' ' i•i o- a`s c{, i 1`+ 55 — R .' t s� ,i'.T'r ~r I es < 23 P2 9 il6 , }" �vrA<9wp{}„t' 'i yt 1lr yIN If—t t a Ni- 24 f� 54 25 C1—O 26 P2-�1-z CIRCUIT VERSION ,hCl,,.m [ 1 L•.: 'w ,� {^ $ `1k" • sit`' ,,. t fa ry� �'kny ".." ``< e , yy — h, r ., f a* a 'kt "' `e• ,{,. M'�TI .�+ `r7 27 1 K r,�NN ct x +� s 1 " r t { ,r a , P2-11-1 iw% ri.P nIN }r ^7s xi �. 's' 28 B r �� < §.%',>; s s Tk.2 ,,.{a"'b a x![ r 't a i w ,y, ' PREWIRED ,.r i :� 29 - 30 SINCE 4-88 . a:Try �> � ..3 "l. 1 s f � •�,;:::c .�.. "� e7 , ' i•I .... w .a'�, i`� ;'.a:�4. ,,,,. :: >?„wd 1 1. . z •.� WIRING SHOWN APPLICABLE ONLY IF t S MER MOUNTED IN CASHIERS � u +1 ea ' *,t, "}��Ax �6r 4 TRANSFORMER CONTROL CONSOLE NOTE "I'�F .+ T rR>�$ ayyes r a , 1IN" - ., DOOR O 0 ,�� �, . 4" " I' STRIKt / 1. ENCLOSURE SHALL BE 5 152 ANODIZED ALUMINUM. 1 h Tx �' ��"��� XFM PREWIRREED�� SIGN NIGH7 DISPENSER CAR WASH SHUTDOWN (MAY UTILIZE ONLY ^" 4 RECT. LIGHTING LIGHTING LIGHTING 2. PANEL DESIGN MATERIAL At WORKMANSHIP SHALL COMPLY W/ LATEST ���-r� �— (120)v (120)v (120)v (12o)vnc ONE SET Of CONTACTS) EDITION OF THE ANSI/NFP/ TO NEC AND APPLICABLE STATE AND LOCAL CODES {�� INSTALLED T LOCAL CODE REQUIRES. DISCONNECT CIRCUIT VARIES — AND SAFETY ORDERS: .y ONLY11 FOR USE WITH "COMBINATION CONTACTOR DISPENSER DISCONNECT SWITCH" BOX CONSULT CHEVRON ENGINEER. 3. PANEL INTERCONNECTION W ,. NG CONDUCTORS SHALL BE SIZED ACCORDING TO THE AMPACITY OF TH[ SWI'CHI LIGHTS AND PUSH BUTTONS. ELECTRICAL STANDARD DWG. 4. IDENTIFY PANEL INTERCCN" ECTION WIRING TERMINATIONS. �FredericR.Harris, Inc. IM-3 6300 N.£. First Avenu• OI{GECHOBEE RD &ENTRY BLVD Chevron CASHIERS CONTROL CONSOLE 5. USE SPIRAL WRAP CABLE.. OOP BETWEEN SUB PANEL AND INSIDE K-Am Fort Lauderdale, FL 33334 ST. LiJCIE COUNTY, FL � Chevron U.S.A. Inc. MODIFIED FOR USE WITH 1/87 & 6/87 SURFACE OF DOOR. PROJECT NO. 07-1884-60 Marketing Operations 6. ALL WIRING SHALL. BE #16 TYPE SIS, VW1 RATED, AND UL LISTED. �`f NOTE: � POINT 8 STARTER & CONTACTOR BOX 7. A SINGLE PROTECTIVE DEVIC MUS BE PROVIDED BY INSTALLER. IF MORE THAN ONE INTERIOR OR EXTERIOR REVISIONS 8. MAXIMUM LOAD SHALL NOT ..XCFED RATED AMPACITY OF EACH UNIT. EMERGENCY SWITCH IS REQUIRED IT SHALL SCALE: NTS DATE: 4-t2..gO 9. FRONT DOOR OF PANEL, SHALL BE SILK SCREENED PER DRAWING. BE CONNECTED IN SERIES WITH ALL OTHER EMERGENCY SWITCH' CIRCUITS SHOWN, FED DR. GR CH.APP. 10. LABEL WITH ACTUAL. PROF T NAME (i.e.: SUPREME PUMP, FROM TERMINAL 10 TERMINATING ON 14. UNLEADED PUMP, ETC.) (SEE ELECTRICAL STANDARD DETAILS SHT.) 11. REQUIRED FOR ALL CAS WA ,1ES �;:' E-08-000-000 y r h I � +m° R! 9 1/2" MAX. _ 19 1/8" MAX. DECK OPENING DECK OPENING 9 3/4" CANOPY DECK ,9 3/8" CANOPY LIGHT DETAILS SCALE: 1 1/2" = 1'-0" P1-16 r Pi-2 LJ I I— F I I I I I u IPI-2 LJ SPANNER LIGHT SYSTEM P2B-15.P2B-17 P28-19 L G.C. SHALL INSTALL JUNCTION BOX E 3/8" FLEX CONDUIT TO LIGHT FIXTURE. FIXTURE IS FURNISHED WITH 24" ELECTRIC LEADS. r I-2 LJ END S' CANTIL SPANNER SIGN IDENTIFICATION REFER TO CANOPY CONDUIT PLAN FOR SECTION NUMBERING DESIGNATIONS. SPANNER SIGNS CIRCUIT CONNECTIONS i I t CKTS. P2B-9/P2B-10/P2B-15 CKTS. P2B-11/P28-12/P28-17 CKTS. P2B-13/P28-14/P2819 I 20'-0" X 46'-8" ISLAND MARKETER BUILDING SECTION 1 - BOX LIGHTING SECTION 2 - BOX LIGHTING SECTION 3 - BOX LIGHTING SECTION 1 - END SIGN ( 1848 WATTS TOTAL) SECTION 3 - END SIGN SECTION 2 - DOWNLIGHTING ( 1164 WATTS TOTAL ) I I ( 1626 WATTS TOTAL ) I I I I FIELD ELECTRICIAN IS RESPONSIBLE FOR PROVIDING AND INSTALLING CONDUITS & CONDUCTORS FROM CANOPY COLUMN FITTING TO SPANNER CIRCUITS INDICATED ABOVE. I 6'-0" t6" SECTION 3 SECTION 2 G P1-6 0- LJ ki SPANNER LIGHT SYSTEM P28-9,P28-11, L P28-13 I I r 110 LJ C C C C rl 2 NO 3-1" RMC 118,-0" 6" X 6" JB ?TYPX . ) G G I I I I I I i I I I IG I I I. I I I I I — I P1-20 r� L I 17'-6" CANOPY PLAN SCALE: 1/4" = V-0" NOTES FOR PLAN 1. ALL ITEMS ABOVE ROOF DECK SHOWN WITH SOL1Q19ES ALL ITEMS BELOW ROOF DECK SHOWN WITH DASR' b LINES 2. ALL RACEWAYS ABOVE ROOF, DECK :TO BE, EMT. EXCEPT - WHERE NOTED. ALL JUNCTION BOXES, CONNECTOR, s, COUPLINGS AND FITTINGS SHALL BE , RAIN TIGHT. RtkC1E� 3 SELL-• e COMPLY WITH LATEST EDITION OF°NATIONAL. ELECTRIC X"' .I� MINIMUM CONDUIT SIZE 3/4'. MINIMUM SIZE OF �Jt7Ntffd&� BOX 4' X 4" X 2". 3. PROVIDE & INSTALL #10 EQPT GRD'G CONDUCTOR IN ALL RACEWAYS. BOND EQPT GROUNDING CONDUCTOR TO EACH LIGHTING;` FIXTURE/SIGN FRAME. 4. HASHMARKS INDICATE QUANTITY OP CONDUCTORS OR CABLES (SEE PANEL SCHEDULE FOR CONDUCTOR SIZE), NEUTRAL WIRE IS SHOWN AS A SHORT HASHMARK. EQPT. GRND"G CONDUCTOR IS SHOWN AS_A LONG HASHMARK WITH "G7 (SEE UNDERGROUND CONDUIT SCHEDULE FOR CABLE TYPE) CABLE IS SHOWN AS A LONG HASHMARK WITH "C' 5. LIGHT FIXTURES ARE RECESSED MOUNTED, 400 WATT METAL HALIDE, LSI 'MODEL # RIC-S-400-SMH-73-MT-WHT OR WHITEWAY MODEL CC-'400-M-MT 6. ALL WIRING SHALL BE #10 AWG, COPPER,,THWN. 7. REFER TO SIGN AND CANOPY REFERENCE DRAWINGS FOR INSTALLATION DETAILS. 6'- " 36" '-.0". ±6" r-4-� � I � { II. r2 �� ��2 r2 LIJ G LIJ I I IG LIJ I I SECTION I IG I I I I GI SEE NOTE 5. 1 I I SECTION 2 P1-6 P7-6 I; P7-6 r rj LJ G LJ G I I G I I L'J I I L SPANNER LIGHT SYSTEMI I II P28-10,P28-12 — P28-14 L IC i I II SECTION 1 P1-20 P1-2D. + I I ( rPl 20 17.71 r G I LJ L7J G LJ I II II L_ 1 J P1-t4 1j G �� ' P1-14 G "CHEVRON" WORDMARK L 8'-6" 4'-7 1/2- (TYP. FOR 2) CHEVRON HALLMARK SIGN (TYP. FOR 2 38' X 92' CANOPY PLAN AND SECTIONS (HALLMARK 21) REVISIONS ADDED EXTRA CIRCUITS FOR SPANNERS SCALE: 1/4" = 1'-O" DATE: 4/1?/90 1 AND REVISED CIRCUIT NUMBERS. ADDED 2 ,10 O EXTRA CIRCUIT FOR CANOPY SIGNS AND DR. G.R. CH. RN APP. KIN N CANOPY, TIGHT DETAILS. 4/24/89 ADDED SPANNER SIGN IDENTIFICATION O O DETAIL CHANGED SPANNER SIGN LOADS, E-0.9-001-023 O 7j10/89 _ 4 „gn Y K LAMINATED METAL FASCIA LOCATE FASCIA SUPPORT BLUE (BL-370) BRACKETS 24" Q.C. AT t CHEVRON WORDMARK LOCATION AND AT CHEVRON LOGO ! LOCATION. TRANSFORMER FURNISHED AND INSTALLED BY OTHERS. "NEON" LETTERS IN METAL CASE. FURNISHED & INSTALLED BY OTHERS. END I.D. SIGN, SIMILAR, x " 0`1per 3'-6" ti t M t lr F DECK: WHITE tt l 1t R� (WH-835) OFF WHITE (WH-740) T • ~.~ .. . ..u. _ ..'v, .. `° fit: t ..r .. ,A Pr. NphF } n a* N }Y k t f S 1 6 ca � g , 6r Q 1 BOTTOM OF FASCIA. 7'-2" 7'-10" 8,_O» 3/4" RMC r A , N, 32 1/2" RMC (TYPICAL) BELOW SEALING FITTING ! & ABOVE PUMP BLOCK. r � it Y j z ; ! by i. fFh .1b' 9 • ,. �� • • s • ,�• a , • r •e t z'" • • • •�� i� •.rr� " u i• .ry f .r. €"Nf.'.Mel . n ".. i , n n wi r , j.. .• . , n h f. ..r 1,... .e %r a� 5 1 >r. — i i `- -`x v �• DOWNSPOUT a - �^.��-`� I — " r�i •s, SECTION E85 E32 SCALE 1 1 0 B65 ❑❑ ❑ ! !°I❑ ❑��❑ ❑ ! ❑ ❑ ! II ❑ L J ❑ I I ❑ F F� r� ram' w 1 ' 38' X 85' CANOPY KEY PLAN SCALE: n❑ ❑ r ❑ ❑ I ❑ ❑ ri J ❑ L B92 ! ! F1 ! I ! I° L l 92 U Lj ❑ L� 38' X 92' CANOPY KEY PLAN SCALE: F1 TC41TTURE — ELECT. CONDUIT 12 GA. ANGLE. CANOPY PANS BY Flew LNGINELK). h • •, - P• ELECT. CONDUIT . .nr , . . . , ._ oti r /'ry a r �k. m N 0 I O 0 I I w uj SECTION n RAIN TIGHT 003. OR CANOPY FITTING SEE CANOPY PLAN FOR DETAILS. 4'-6. 14" X 14" X 21-1/w2" RECESSEDY LIGHT FIXTURE (TYP.) — 12 GA. ANGLE (2 PER FIXTURE) 6" BOLT ANGLE TO PAN RIBS, L 20 GA.. DECK PAN (14" O.C. TYP.) SET ANGLE ON NEOPRENE CUSHIONS. SECTION 'B CANOPY FIXTURE MOUNTING DETAIL ; B92 SCALE: 1'=1'-O" SCALE: i"=i'-0" � R��EgaNce cwt r" ELECTRICAL STANDARD DWG. _ Chevron CANOPY DETAILS FOR COMMUNICATION A' 11W Chevron LLS.A, Inc. 85' X 92' HALLMARK-21 CANOPIES CANOPY LIGHTS Marketing Operations 1/® SPANNER & _.-__ CANOPY LIGHTS REVISIONS SCALE: NTS DATE:'-11 �j0 n T SECTION I\JnN F92 'e=u4arie R. �Harris, Inc . ®OJT') N.E. First Avenue 1 DR.^�J� CH. RN APP. Fi35 " SCALE i =1" -U �au Fort Lauderdale, FL 33334 4 •.i.' v..n"'' I M-3 OKEECHOBEE RD & ENTRY BLVll-10-000-021 ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-60 ' { 9 m t it a r it" a �.? y t, 9 f W?i i. :•5 p9 r kd t i^'. 'G A 6 " ! . °^ 'y b�tI,x K, `-" I m t � m n 0 w y, , 3'-1"" 6" 14" 4'-0" -I 1 A 10 P2-11 CONCEALED 1 A 10 P2-11 DOOR STRIKE TO ELECTRIC OO (P2-2)SEE NOTE #8C--- 1/2" EM _-- C 9 HBH ---� TO 11 < 4� I 27 6� Y FIELD ELECTRICIAN `J QSEE NOTE # 7� 1/2" EMT TO 18 I BY FIELD �- " --- O O I ELECTRICIAN (INSIDE MWALL) I SEE NOTE # 88 16 W/COVER I v I j 27A 16 W/COVER I - I (P2-2) jTELEPHONE JACK o Y FIELD ECT.) I = i I I I TTT I I I I I I I I I TO P2-11 RECEPTACLE TO P2-2 RECEPTACLE I I" CONDUIT TO ELECTRICAL CLOSET FOR TELE. SERVICE tD W/ PULL WIRE. (BY FIELD ELECT.) SEE NOTE #5 SEE NOTE #6 SEE NOTE #4 JUNC I IUN tiUXLS A. 4"X 2 17e HANDY BOX B. 4" SQUARE BOX C. 3 GANG SWITCH BOX D. 6"X 6"X 4" J-BOX E. 8"X 10"X 4" J-BOX WIREMOLD 5747 SHALLOW RI WIREMOLD 5747-2 SHALLOW WIREMOLD 5745 COMBINATIO WIREMOLD 5745 RCPT BOX IR AA01 r74.s_ -1 - 2 5252- F 1/2" EMT / CASHIER AREA ELEVATION DUAL EPOS ISOLATED OUTLETS } TO BE INSTALLED PER CHEVRON REPRESENTATIVES INSTRUCTION, SEE NOTE #8. CASHIER AREA ELEVATION /A\ CONTRACTOR INSTALLED TWO ISOLATED DUPLEX 2" SEPARATION 7" 11D CDr11A rr111AITCD 6'-3 ---------------� I I I I I I SEE NOTE 2 L---------------- 3„ C 23 MAIN DISTR. LINE PANEL P1 1 CON_DITIONER 1 /2"C 10 M 00 8 1 P-23 to 10 1 24 (30)1 A ------------ 3"C ZO STARTER & CONTACTOR BOX w WITH DISPENSER ow0 41/2" 24 SUB DISCONNECT I §v¢ PANEL SWITCHES J5U P2 42"X 24 OwCD (10) �wU_ 3Z} 5 C 4-2"C EQUALLY a z J U SPACED U~twi P2-B 050 (3m) I T C 29 28 z iw i CV1.to � TIT Ulz I 114 / t SEE NOTE #3 SEAL 11 I I I I - FITTINGS (TYPICAL) I I (P2-11) -(P2-2) 27 1.d. 1001 II K) i"-) d'Ir IDo m of I�I� N in Ir�l rn rn d (V rn< woo O `n +\ f M L w 1 1/2 „ l GROUND ROD SPACING 1" CONDUIT W/PULL WIRE SEE SHT. E-16. 95 �2 BETWEEN FOR TELEPHONE SERVICE FOR DETAIL) a i - CONDUITS IN CASHIER AREA CA W (TYPICAL) (BY FIELD ELECTRICIAN) W ELECTRICAL CLOSET ELEVATION /D� nL�LI-If1VLL IIVUULL Vmlff JJVI—I LV/i JIMf LC^ I-f,J JWUM(L A - 6"X B - 6"X U LMI'11V 6'X 3' 6"X 4' YYIRLYYHI CAT# LD63 CAT# LD64 LI_�I_IVU 3 WIRE ISOLATED RECEPTACLE -DUPLEX - WO HUBBEL CAT IG 5262,ORANGE UREA CONDUIT AND EQUIPMENT INSTALLED BY FABRICATOR . - CONCEALED CONDUIT INSTALLED BY FABRICATOR . CONDUIT AND EQUIPMENT INSTALLED — BY FIELD ELECTRICIAN - - - - - - - - - - - FUTURE EQUIPMENT . NOTE: REFERENCE "DIVISION OF WORK" DWG.8I-HQ-476 FOR WRING & CONECTION LEGENDS. ZU CLOSING PLATE 6 X 6 SQUARE D CAT LD-6CP-WK 22 PANEL U L - 6A RCPT COVER -DUPLEX APPLETON FSK IVDR-A RCPT COVCR-SIMPLEX APPLETON FSK I-AIVR-A RCPT COVER ADAPTOR W GASKET APPLETON FSK SBA CAST DEVIC BOX 1/2" APPLETON FD-1-5 -A CAST DEVI E BOX 1/2" APPLETON FDC-1-50-A -AST NOTES: 1. DASH LINES SHOW EQUIPMENT LOCATION OPTIONS, DEPENDING 0 ON PANEL P2 TYPE. 2. BUILDING FABRICATOR SHALL ROUTE ALL RACEWAYS THROUGH THIS AREA, OR IN CONCRETE FLOOR. 3• CONPy�IT ®tS INSTALLED BY FIELD ELECTRICIAN. THE J.B. & 1/2" CONDUIT 0 I TO (27)AND TO THE P2-2 RECEPTACLES IS BY THE FABRICATOR . THE FABRICATOR PROMES WIRING FROM THE J.B. TO ALL P2-2 RECEPTACLES AND FIELD ELECTRICIAN 0 PROVIDES WRING FROM LINE CONDITIONER TO JB. AND TO 0 I 4. CONDUIT ®IS INSTALLED BY FIELD ELECTRICIAN. THE J.B. AND 1" CONDUIT I w TOGS BY FABRICATOR. WIRING IS BY FIELD ELECTRICIAN. w w 5. FOR RYKO "CODE -A -WASH" INSTALLATIONS: FIELD ELECTRICIAN IS TO 2 N INSTALL CONDUIT AND A J.B. WITH A 14 SNAP -FIT CONTACT SECTION, 30OV, SECTIONALTERMINAL BLOCK. FOR NU -STAR "COMB] -PLUS" INSTALLATIONS: FIELD ELECTRICIAN IS INSTALL CONDUIT 6 AND A J.B. WITH A 25 SNAP -FIT CONTACT SECTON , 30OV, SECTIONAL TERMINAL BLOCK. A 6, FOR RYKOT TI "CODE-A-WASH"e FELD ELECTRICIAN IS TO INSTALL CONDUIT 6 FROM CAR WASH BUILDING TQ IN MARKETER CASHIER AREA & WIRE UPC R WASH EMERGENCY STOP IN 8 •M w FOR ALL NU -STAR IN TALLATIONS: FIELD ELECTRICIAN IS TO INSTALL CONDUIT A FROM CAR WASH BUILDING TO ® IN MARKETER CASHIER AREA & WIRE UP AR WASH EMERGENCY STOP IN S. NU -STAR WILL TERMINATE EMERGENCY STOP LEADS AT THE CAR WASH CONTROL PANEL IN THE CAR WASH BUILDING. 7. FOR MICROMAX 3000 INSTALLATIONS: MODIFY&ISPENSER INTERFACE MODULE. PER MANUFACTURERS SPECIFICATIONS. 8. FOR CONNECTION TO ISOLATED/ CONDITIONED CIRCUIT 10 OF ANY TYPE EPOS SYSTEM, FIELD ELECTRICIAN MUST CONFIRM THAT FABRICATOR HAS 5 PROVIDED, OR IF NOT INSTALL AS NECESSARY, THE FOLLOWING RECEPTACLES. LOCATIONS AND NUMBERS AS INDICATED AND CfRCUIT PARALLELED TO LINE COND,LTIONER FROM CONDUIT 33. THESE RECEPTACLES ARE NOT SWITCHED M BY 2 a 0 W A) TWO EACH, HUBBEL CAT, # IG 5262 OR EQUIVALENT. ISOLATED GROUND, o STRAIGHT BLADE DUPLEX ORANGE RECEPTACLE WITH 2" CLEARANCE ON ALL SIDES OF EACH OUTLET, SEE ELEVATION "B". g B) TWO EACH, HUBBEL CAT. # IG 5262 OR EQUIVALENT, ISOLATED GROUND, STRAIGHT BLADE DUPLEX ORANGE RECEPTACLE WITH 2" CLEARANCE ON ALL SIDES OF EACH OUTLET, SEE ELEVATION "A". C) ADD 1/2"C. FROM e7 TO ?14. IF A TOKHEIM SYSTEM, AND CONNECT IRCUIT TO LOAD SIDE OF 0 m 1 J Q KEY PLAN 20'-5"X46'-8" ISLAND MARKETER (IM-3) o Chevron ELECTRICAL STANDARD DWG. ELECTRICAL ELEVATIONS a W 0 0 w Chevron U.S.A. Inc. ISLAND MARKETER (IM-3) Marketing Operations HM-21 CANOPY AND SPANNERS REVISIONS Frederic R.Harris, Inc. 9-15-89 MODIFIED NOTE #8 SCALEt AS SHOWN DATE!A-12-`& `,o �,Fort N.E. Fleet Avenue .wuae Fort Lauderdale, FL 33334 AND RECEPTACLE 42 " „ O IN, ELEVATION B DR. GP CH. RtJ APP. RN m Cl%, IM-3 a OKEECHOBEE RD & ENTRY BLVD E - 11 - 001 - 021 ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-60 0 r w ED ru N m LD LD x m 3 PHASE — 4 WIRE, OPEN DELTA SERVICE (120/240 V) THE HIGH LEG CONDUCTOR COLOR AND OTHER MEANS OF IDENTIFICATI❑N SHALL BE IN ACCORDANCE WITH NEC ARTICLE 215-8 T PANEL P1 400 AMP. MAIN DISTRIBUTION PANEL SPACE FOR: 42 SPACES BREAKERS: BOLT -ON TYPE QOBQOHVH MAIN CIRCUIT BREAKER TYPE LA 400 AMP 2-225 AMP MAX 3 POLE SUBFEED Q2 UL LISTED INTERRUPTING RATING MAXIMUM MANUFACTURER: SQUARE D 1-150 AMP MAX 3 POLE SUBFEED ENCLOSURE 76'H X 20'W X 6 3/4'➢. TYPE : NQOD, FACTORY ASSEMBLED, BOTTOM BUSE& SOLID NEUTRAL & EQUIPMENT GROUND BAR FEED WITH SERVICE EQPT. LABEL. DESIONATION CIT. ORKR. SERVES VOLT - AMPS - SERVES YIRE CKT.ORKR. DESIGNATION 0_�& PANEL CIT. II. SPACE AMP POLE WIRE LOAD A B D LOAD ANA POL ANP SPACE N0. 1 1 20 2 #12 11/2 HP, TURBINE PUMP MOTOR oc 2970 oc CANOPY H.I.D-, LIGHT FIXTURES #10 2 20 2 2 1050 1920 3 OA 1050 2970 OA 1920 4 (STP-X) 5 5 20 2 #12 1 /z HP. TURBINE PUMP MOTOR OC oc 2970 oc CANOPY H.I.D.LIGHT FIXTURES #10 2 20 6 6 10 0 1920 7 10A 2970 1920 8 (STP-Y) 9dcl 20 2 #12 1 V2 HP. TURBINE PUMP MOTOR oc 0 C 12260 CANOPY H,I.D.LIGHT FIXTURES #10 2 20 10 10 1 50 12'C (STP-Z) OA 1050`'ro OA 1200 12 13 13 20 2 #12 11/2 HP. TURBINE PUMP MOTOR 7C 1010 oc 1010 CANOPY FASCIA SIGNS #12 1 2014 14 (STP-AA) 15 OA 1010 CANOPY FASCIA SIGNS #12 1 2016 16 1010 17 SPACE �� - �� SPACE 18 19 SPACE - l(oo �A L(�� �(7 2 2 20 Po 21 SPACE oC ci&D oC 22 O 23 23 20 1 #12 YARD LIGHTS OA 1920 2250 1920 OA YARD LIGHTS #12 1 20 24 24 25 SPACE ( - oc - SPACE 26 27 27 AUXILIARY HEATER �A 3333 5541 0A 2208 HEAT PUMP 28 28 (COMPRESSOR, COIL FAN, 29 3333 OB 5541 2208 30 3 FOR HEAT PUMP RESISTIVE HEAT & BLOWER) 3 311 3333 5541 2208 32 SEE NOTE 5 SEE NOTE 3 OA 33 - 1920 1920 COOLER REFRIGERATION 34 34 SPACE COMPRESSOR 3 35 OB OB 36 - 1920 1920 37 0C 1920 oc 1920 38 NO SPACE AVAILABLE OA Qol SUB -FEED FOR PANEL P2 40 4/0 2 225 3138 3138 42 TOTAL CONNECTED LOAD (POS 74614075 CALCULATED LOADS BUS A 47743 PER CHAPTER 2 BUS B 7461 3S4 OF NEC BUS C 40759 MAX LINE AMPS TOTAL 90308 Ape LOAD MUST BE CONNECTED TO THE INDICATED BUS BAR (HIGH 0) PANEL NO. P2B, 225A MILE] PANELSPACESFORS 30 SPACES BREAKERS: BOLT -ON TYPE QQB MANUFACTURER: SQUARE D UL LISTED INTERRUPTING RATING MAXIMUM TYPE NGUD, FACTORY ASSEMBLED ENCLOSURE: 35 1/2'H X 14'W X 6 3/4'D WITH SERVICE EQUIPMENT LABEL BUSES: SOLID NEUTRAL & EQUIPMENT GROUND BAR OESIGNAT ION JUL BAKR. WIRE AYO SERVES VOLT — AMPS SERVES WIRE BYO CIT. GAIN. DESIGNATION CKi. N0. PANEL GPACE ANP POLE LOAD A C LOAD POL AMP PANEL SPACE $KI. NO. 1 1 20 1 #12 HALLMARK SIGN NO. 1 980 980 - HALLMARK SIGN NO. 2 #12 1 20 2 2 3 3 20 1 #12 LPS SIGN NO. 1 1200 1200 - LPS SIGN NO. 2 #12 1 20 4 4 5 5 20 1 1 SPARE - CCTV (FLIT) t12 1 20 6 6 7 7 20 1 SPARE - SPFE 1 20 8 8 9 9 20 1 #10 SPANNER & MODE SIGN 1902 3804 1902 SPANNER & MODE SIGN #10 1 20 10 10 11 11 20 1 #10 SPANNER & MODE SIGN 1848 3696 1848 SPANNER & MODE SIGN #10 1 20 12 12 13 13 20 1 #10 SPANNER & MODE SIGN 1440 2880 1440 SPANNER & MODE SIGN #10 1 2014 14 15 15 20 1 #10 SPANNER & MODE SIGN 1902 1902 - SPACE 16 17 17 20 1 #10 SPANNER & MODE SIGN 18-48 1848 - SPACE 18 19 19 20 1 #10 SPANNER & MODE SIGN 14-40 1440 - SPACE 20 21 SPACE - - - SPACE 22 23 SPACE - - - SPACE 24 25 SPACE - - - SPACE 26 27 SPACE - - - SPACE 28 29 SPACE - - - SPACE 30 TOTAL CONNECTED LOAD 9512 8238 CALCULATED LOADS BUS A 9512 PER CHAPTER BUS C 8238 2 OF NEC TOTAL 17750 MAX LINE AMPS 79 (HIGH P) PANEL NO. P2A, 225 AMP MLO PANEL SPACES FOR: 42 SPACES 'BREAKERS BOLT -ON TYPE GOB MANUFACTURER: SQUARE D UL LISTED INTERRUPTING RATING MAXIMUM TYPE: NQOD, FACTORY ASSEMBLED, SUBFEED LUGS ENCLOSURE: 35 1/2'H X 14'W X 6 3/4-D WITH SERVICE EQUIPMENT LABEL. BUSES SOLID NEUTRAL & EQUIPMENT GROUND BAR DESIGNATION CIT. ANNA. YIRE AMC SERVES VOLT - AMPS SERVES WIRE AYB CKT.BRKR. I OESIONATION CKT, NO. PANEL SPACE AMP POLE LOAD A C LOAD POL AMP PRNEL SPACE CIT. NO. 1 1 20 2 #12 SPACE FOR DISPENSER LIGHTING IF MORE THAN 4 DISPENSERS (SWITCHED NEUTRAL) NOTE 1 - 1000 1000 COMPUTER LINE CONDITIONER #12 1 20 2 2 3 - - - SPACE 4 5 5 15 1 - SPACE - 1570 1570 DISPENSER COMPUTERS & LIGHTING (SWITCHED NEUTRAL) NOTE 1 #12 2 20 6 6 7 7 15 1 - LINE CONDITIONER NO. 2 (IF REQ'D) - - - g 9 9 15 1 #12 DISPENSER EMERGENCY SHUTDOWN & LIGHTING CONTROL CONTACTORS 450 750 300 TANK LEVEL MONITOR (FUTURE) - 1 20 10 -10 11 11 20 1 #12 DOOR STRIKE EQUIPMENT COUNTER RECEPTACLES 800 1640 840 SALES AREA LIGHTING BN #12 1 2012 12 13 13 20 1 #12 SALES AREA RECEPTACLES 1080 1640 560 SALES AREA LIGHTING #12 1 2014 14 15 15 20 1 #12 SEE NOTE #2) RECEPTACLES 900 1840 940 REST ROOM LIGHTING x #12 1 2016 16 17 17 20 2 #12 WALK-IN COOLER DOOR LIGHTS CIRCUIT-19 IS SPARE IF LIGHTS ARE 120V 400 1200 800 MICROWAVE #12 1 20 18 18 19 400 1750 1350 DRINKS/SLUSHY DISPENSERS #12 1 20 20 20 21 21 20 1 #12 WALK-IN COOLER DOOR HEATERS 1080 1880 800 JUICE/TEA DISPENSERS #12 1 20 22 22 23 23 20 1 #12 SERVICE RECEPTACLE (SEE NOTE#2) 1440 3340 1900 COFFEE DISPENSER #12 1 20 24 24 25 25 20 1 #12 WATER HEATER 1650 3350 1700 NACHOS #12 1 20 26 26 27 SPACE FOR 240V W.H. (SEE NOTE#4) - 800 800 HOT DOGS #12 1 20 28 28 29 29 20 1 #12 SALES RECEPTACLE (WINDOW SIGNS) 720 1920 1200 POPCORN #12 1 20 30 30 31 3115 1 #12 WALK-IN COOLER EVAP FAN & LGTS 600 1800 1200 FREEZER RECEPTACLE #12 1 20 32 32 33 3315 2 #12 ICE CUBER EVAP. FAN (FUTURE) 450 2290 1840 ICE CUBER COMPRESSOR (FUTURE) #12 2 20 34 34 35 450 2290 1840 36 37 SPACE - - - SPACE 38 39 SPACE - 1440 1440 VACCUUM UNIT #12 1 20 40 40 41 41 15 1 #12 ICE MERCHANDIZER (SEE NOTE 2) 900 1100 200 TELEPHONE CO. POWER & LIGHT #12 1 15 42 42 TOTAL CONNECTED LOAD 16700 14900 CALCULATED LOADS: BUS A 16700 PER CHAPTER 2 BUS C 14900 139 OF NEC MAX LINE AMPS TOTAL 31600 (HIGH 0) N X TABLE I CATALOG NUMBER IM-3A (V-A) IM-3B (V-A) IM-3C (V-A) IM-3D (V-A) P2 1 - 2 1080 1080 1080 840 P2-14 1040 960 1040 560 P2-16 860 1020 860 940 NOTES FOR PANEL SCHEDULES 1. USE SWITCHED NEUTRAL -COMMON TRIP BREAKER FOR CKT P2-1 & P2-6 GE # THQL21W20 CIRCUITS P2-1 AND P2-6 MUST BE CONNECTED TO THE SAME PHASE. 2. USE GROUND -FAULT -INTERRUPTING BREAKER GE # THOL1120OF, 3. USE BREAKERS UL LISTED AS HACR TYPE FOR USE WITH AIR CONDITIONING, HEATING AND REFRIGERATING EQUIPMENT HAVING MOTOR GROUP COMBINATIONS AND MARKED FOR USE WITH HACR TYPE CIRCUIT BREAKERS, REFER TO DRAWING 81-HQ-463 FOR HEAT PUMP LOAD. 4. IF AN OPTIONAL 40 OR 45 GALLON WATER HEATER IS REQUIRED, USE THE ALTERNATE SPACE DEDICATED FOR THAT PURPOSE, 5. REFER TO DRAWING 81-HQ-463 FOR SIZING OF AUXILIARY HEATER. 6 USE A 100 AMP, THQB BRANCH CIRCUIT BREAKER FOR THE UTILITY BLDG, USE A 175 AMP SUBFEED BREAKER FOR THE CARWASH BLDG, FOR LOADS GREATER THAN 100 AMPS A SUBFEED BREAKER MUST BE USED 7. MANUFACTURERS LIMITATION THE SUM OF Q-LINE BREAKER RATINGS MOUNTED OPPOSITE EACH OTHER (DOUBLE -BRANCH CONSTRUCTION) CANNOT EXCEED 140 AMPS, 8. THE DISPENSER LIGHTING AND COMPUTER LOADS WERE CALCULATED USING THE FOLLOWING DATA FOR THE DRESSER WAYNE 390 AND 490 MULTI -GRADE DISPENSERS LIGHTING LOAD 1.5A/DISPENSER COMPUTER LOAD = 1.5A/DISPENSER PUMP MOTOR COIL = 225A/COIL ELECTRICAL STANDARD DWG. a c: LL N KU 0 o W \] DRINKS k SLUSHY '`` _ nicocticrwc .. .. �, C, ELECTRICAL PLAN 1M-J# SCALE: 1 /4" = 1'-0- '„ B. • BOX C. 3 GANG SWITCH BOX fib» _ y • : • tN, .IH•i71 7�.91SIJ�a1:� ' ' • �Kf��4'tl:72 me) 4p7t.-I"AW. m-mx[61"Aaa t i•73(►ZeL\�Cd� �MVrflkq -no y]\59I:7:1�[•l�•�.-V tal L'7.li +ilk • • " "` •; �r1] �'r.Y:�(i�7F��•7�1�i[.T:1:�i7:7i/�] • <ra.7 � ","' �i�11:7a[•lx/[�3��:[Ilihl�i73�'�.�i:3eai�7.7witlfl:]��:���ll� , BILL OF MATERIALS NOTE: ALL ITEMS ARE NO] REQUIRED. SEE BUILDING DRAWINGS TO DETERMINE THO`;F: REQUIRED. ITEM DESCRIPTION QI Y. REMARKS -- 0 0 TERMINAL BOX. 10" X 10" X 4" DEEP OINTERCOM NEMA 1 ENCLOSURE, HOFFMAN CAT. NO. A-1ON104. 1 JACK ASSEMBLY OUTLET, FLUSH, SOUTHERN `- OTELEPHONE rj TELEPHONE SUPPLY COMPANY NO. NT630AQA. t O CAR WASH REMOTE CONTROL PANEL. - OPTIONAL SUPPLIED BY CAR WASH MANUFACTURER, 7 -- A- FUSED DISCONNECT 3P-S/N, 100 AMP FRAME NEMA 3R ENCLOSURE, SQUARE D CAT. NO. D223NRB 1 1/2" BOLTON HUB, SQUARED - USE FOR 100 AMP, I PHASE 3 WIRE SERVICE. CAT, NO. B150, CLASS R FUSE KIT SQUARE D CAT. NO. DRK-1020, 1 AND CLASS R 100 AMP FUSE, PUMP INDICATING LIGHTS CASHIER SEE LAYOUT' AND WIRING $ DOOR STRIKE SNATCH CONTROL 1 SHEET E-08. CONSOLE LIGHTING CONTACTOR SWITCHES EMERGENCY SHUTDOWN SWITCHES ODISPENSER INTERFACE MODULE 1 SUPPLIED BY CHEVRON LINE VOLTAGE REGULATOR, CONDITIONER 1000 OR 2000VA 1 (500 VA NOT ACCEPTABLE) 1 SUPPLIED BY CHEVRON INTERCOM MAIN STATION, �) 3M CAT. N0. D-20 INTERCOM i SUPPLIED BY CHEVRON ELECTRIC DOOR STRIKE KIT FOR KIOSK, -NONE REDID 12 ADAMS RITE CAT. NO. 7560-525-626-00 1 FOR ISLAND MARKETER, 2 REO'D. 3 FAN. BROAN MODEL NO. 505, 8' VERTICAL DISCHARGE AS 120 YAC, 1.5A REO'D. 1 SUPPLIED BY CHEVRON -�-� 14 DISPENSER DATA DISTRIBUTION BOX TOKHEIM-1 BOX-120 VAC. POWERED 2 DRESSER WAYNE MM4-2 BOX SEE BLDG. ELEC. ELEV, SHEET LEVEL MONITOR, FUTURE, OTANK 15 11"H X 20-W X 8•D (MAXIMUM SIZE) 1 16 CONTROL CONSOLE EPOS t SUPPLIED BY CHEVRON PULL BOX, 300H X 20"W X 100D 7 CIRCLE AW CAT, NO. 302010 12 1 SEE DETAIL SHT, E-15. EXTERIOR DISPENSER EMERGENCY SHUTDOWN, OIL TIGHT/WATER TIGHT/ SFt j$ CORROSION RESISTANT 'SO D" 9001-KR-9R W/9001-KA-3, FOR PLANS SUPPLIED BY CHEVRON CAR WASH BAY USE 9001-KYSS-1 AUTOMATIC HAND DRYER --- j 9 SUPREME ENVIRONMENTAL SYSTEMS: MODEL SES 150 AS REO'D. 10, 60 HZ, 115V, 2.0 KW STARTER AND CONTACTOR BOX 1 SEE CONNECTION DIAGRAM FOR 2O NTH DISPENSER DISCONNECT SWITCHES. STARTER AND CONTACTOR BOX SHT- EE-06. SUPPLIED BY CHEVRON _ COMBINATION METER AND CURRENT TRANSF. CABINET. 21 400A, 42-H X 36-W X 11'0. i USE FOR 400A, 1 PHASE - CIRCLE AW CAT, NO. 1218148, 158 OR 168. 3 WIRE SERVICE COMBINATION METER AND CURRENT TRANSF. CABINET. 42'H X 36"W X 11"0. 1 USE FOR 400A, 3 PHASE - CIRCLE AW CAT. NO. 122013B OR 188. CIRCLE 4 WIRE SERVICE MAIN DISTRIBUTION PANEL P-1 1 SEE PANEL SCHEDULE P-1 Z4 SUB -PANEL P-2 - t SEE PANEL. SCHEDULE P-2 �- BREAKER, 2 ROLE, 400A TRIP, 400A FRAME, SQUARE D, CAT. NO. 25 LAL 26400. ENCLOSURE. 44 1/2-H X 15 3/8-W X 6 7/8'D. NEMA t USE FOR 400A. 1 PHASE- 3R. SQUARE D CAT. NO. LA40OR 3 WIRE SERVICE BREAKER, 3 POLE, 400A TRIP, 400A FRAME, SQUARE D 26 0 CAT. NO. LAL 36400. ENCLOSURE, 44 1/20H X 15 3/8'W X 1 USE FOR 400A. 3 PHASE-- 6 7/8"D, NEMA 3R, SQUARE D CAT. NO. LA400R. 4 WIRE SERVICE 2 POSITION SELECTOR SWITCH, SO. "0" CAT. y9001-KS-11BH2, MOUNT IN ENCLOSURE Z7 WITH LEGEND PLATE KN-244. 1 SQ. "D" CAT. /KYAF-1 OR ? QUAL, DOOR STRIKE EQUIPMENT BOX SEE DETAIL THIS SHEET 2$ MAY BE PART OF CASHIER'S CONTROL CONSOLE 1 COMBINATION METER, CURRENT TRANSFORMER, AND SERVICE USE FOR 400A, 1 PHASE - CABINET, 400A, 52"H X 24'W X 11"D 1 CIRCLE AW CAT. NO. U1218148, 158 OR 16B CIRCLE 3 WARE SERVICE COMBINATION METER, CURRENT TRANSFORMER, AND SERVICE- 30 TERMINATION CABINET 400A, 52"H X 36"W X 11"D 1 USE FOR 400A, 3 PHASE - CIRCLE AW CAT. NO. U122013B OR 188 4 WIRE SERVICE CURRENT TRANSFORMER CABINET, NEMA 3R, CIRCLE AW, CAT. -- - J- 3� NO. 303011 RTCT W/ CT MOUNTING BASE 6019-A BASE. CT RATED SOCKET WITH TEST SWATCH PROVISION CIRCLE AW CAT. 1 NO. 1214-4,-5,-6,-8, OR -13 32 OUTSIDE SPEAKER/MICROPHONE, 3M, CAT. NO. 78-8016-9810-7. TYPE OSM. 1 MOUNTED ON THE CANOPY CaUMNS FOR ISLAND MARKETER PRO X:CTS. ONLY 4 REO'D./SUPPLIED BY CHEVRON FUSED DISCONNECT 2P-S/N, 600A FRAME, NEMA 3R ENCLOSURE, SQUARE D CAT. NO. D226NR USE FOR 600A, t PHASF - 33 4' BOLT -ON HUB SQUARE D CAT. NO. 6400 1 CLASS R FUSE KIT, SQUARE 0 CAT. NO. DRK-600 3 "RE SERVICE CLASS R 600A FUSE FUSED DISCONNECT 2P-S/N, 400A FRAME, NEMA 3R J ENCLOSURE, SQUARE D CAT. NO. D225NR 1 USE FOR 400A, 1 PHASE - 34 4" BOLT -ON HUB SQUARE D CAT. NO. 6400 CLASS R FUSE KIT, SQUARE D CAT, NO. DRK-40 3 WARE SERVICE CLASS R 400A FUSE FUSED DISCONNECT 3P - S/N, 400A FRAME, NEMA 3R ENCLOSURE, SQUARE D CAT. NO. D325NR 40 BOLT -ON BDRK-40 400 1 USE FOR 400A3 PHASE - 35 CLASSR FFUSE KIT. SQUARED DCCAT.NNO,O. CLASS 4 WIR®SERVI CLASS R 400A, FUSE ITEM DESCRIPTION- QTY. REMARKS 36 MICROMAX 3000 CONSOLE W/ INTERNAL POWER SUPPLY AS REDID. DISPENSER, INTERFACE MODIFICATION MAY BE REQUIRED. 37 3$ MICROMAX PRINTER A0 1 39 MODEM 1 'SUPPLIED BY CHEVRON C.T.D. 40 829 LOOP13ACK TELCO W/ 829 POWER SUPPLY 1 41 TOKHEIM MEMS IV PUMP CONTROLLER 1 TWO EACH - HUBBELL CAT, #5262 OR EQUIVALENT, THREE WIRE ISOLATED AS. MAY BE FIELD ADDITION 42 GROUND, STRAIGHT BLADE DUPLEX, REQD. BY GENERAL CONTRACTOR, ORANGE, WITH MOUNTING BOXES. 43 __- 44 ' ( ELECTRICAL CONSTRUCTION SPECIFICATION ALLWORK 'SHALL COMPLY WITH THE LATEST NATIONAL ELECTRICAL:1 ? ` CODE. AND ALL LOCAL GOVERNING CODES AND ORDINANCES. WHICHEVER IS MORE STRINGENT, Y , MATERIALS_,_ STRANDED CONDUCTORS ONLY WIRE: CONFER: MINIMUM 600-V RATING. JACKETED - THWN INSULATION AS DESCRIBED IN THE NATIONAL ELECTRICAL CODE AND APPROVED BY UNDERWRITER'S LABORATORY INC. SURFACE PRINTING SHALL BE IN CONTRASTING COLOR DESIGNATING VOLTAGE RATING. TYPE OF INSULATION, SIZE, NAME OF MANUFACTURER AND 'TYPE THM4 GASOLINE AND OIL RESISTANT II_ -(NEC 501-13) WIRE SIZE: ALL WIRE SHALL BE NO. 12 AWG. MINIMUM OR AS SHOWN ON PLANS. WHERE NOT SHOWN USE SIZE TO INSURE: (1) TO MORE THAN 5% VOLTAGE DROP AT ANY LOAD AND (2) CODE COMPUANCE ALL ITEMS 'SHALL BE (1) UL-LISTED AND LABELED. AND (2) ACCEPTANCE TO LOCAL GOVERNING AUTHORITIES. EMERGENCY DISCONNECT SYSTEM: TRANSFORMER IS NOT TO BE PART OF THE SYSTEM DISCONNECTED BY THIS CIRCUIT. ONLY THE DISPENSER LIGHT AND COMPUTER POWER IS TO BE SHUT DOWN BY THE EMERGENCY DISCONNECT SYSTEM. j t LLLCRQAL. SERVICE: UNDERGROUND SERVICE IS REQUIRED UNLESS OTHERWISE SHOWN ON PLANS. LOCAL UTILITY TERMINATION BOX IN ACCORDANCE WITH x. CODE. UTILITY COMPANY AND CHEVRON REQUIREMEN IS. ' a TELEPHONE SERVICE : ` INSTALL UNDERGROUND CONDUIT IN ACCORDANCE NTH LOCAL UTILITY REQUIREMENTS AS SHOWN ON PLANS OR SPECIFIED BY CHEVRON REPRESENTATIVE INSTALL TELEPHONE SERVICE TO PHONE BOOTH AND/OR OTHER BUILDING IN UNDERGROUND CONDUIT. WHEN A PHONE BOOTH AND/OR OTHER BUILDINGS ARE SHOWN ON THE UNDERGROUND CONDUIT SITE PLAN. ' GROUND L'OiNN ON: .;,. � INSTALL FOR ENTIRE CONDUIT SYSTEM AS REQUIRED BY CODE. -STRANDED CONDUCTORS ONLY ALL UNDERGROUND FITTINGS AND CONDUITS MUST HAVE A BRUSH APPLIED COAT OF BLACK ASPHALT 'BITSUMATIC' NUMBER 50 PAINT__ _ INSTALL W9RES IN RIGID, GALVANIZED STEEL CONDUIT AND MAKE WATER -TIGHT CONNECT RIGID CONDUIT TO EXPLOSION -PROOF UNIONS IN PUMPS AND DISPENSERS. DO NOT RUN CONDUIT OVER UNDERGROUND TANKS. INSTALL SEALS ON ._ ALL CONDUIT RUNS AS REQUIRED BY CODE. MINIMUM CONDUIT DEPTH SHALL BE 24' BELOW GRADE. SEALS AND PULL BOXES AT POLES SHOULD BE INSTALLED INSIDE POLE:. OTHERWISE LOCATE ON SIDE OF POLE ADJACENT TO SIDEWALK OF INTERIOR PROPERTY TO AVOID DAMAGE BY AUTOMOBILES. UNDERGROUND GALVANIZED CONDUIT MUST MAINTAIN A MINIMUM OF 12" SEPARATION FROM - COPPER LINES TO PREVENT CORROSION. WRAP GALVANIZED CONDUIT' MATH 'POLYKEN 930' TAPE WHENEVER IT IS WITHIN 12' OF COPPER. EACH WRAP TO HAVE HALF -WIDTH OVERLAP OF PREVIOUS WRAP. ., BUILDING AIVD CANOPY WIRINQ;x, 1 ". ALL WIRING AND CONDUIT TO BE NEATLY INSTALLED AND CONCEALED WHENEVER POSSIBLE. CONDUIT TO BE INSTALLED SO THERE ARE A MINIMUM NUMBER OF HOLES MADE THROUGH EXTERIOR WALLS, ROOF AND CANOPY, WHERE ,•.'. , HOLES ARE NECESSARY. MASTIC, BACK-UP PLATES AND SUITABLE FITTINGS SHOULD BE USED TO OBTAIN A PERMANENT WATERTIGHT SEAL. MSTIC IS ALSO TO BE APPLIED BETWEEN ROOF AND BACKPLATE. ' WIRING WITHIN THE BUILDING SHALL BE "REMOLD STYLE INSTALLED IN A .W' NEAT AND 'WORKMANLIKE MANNER AND AS UNOSTRUSIVELY AS POSSIBLE PAN,�.9�{1 SWITCHING: - � E COMPLETE METERING, SERVICE & DISTR. EQUIPMENT TO BE PER PLAN WITH U.L. LABE.. APPROVED BY CITY AND POWER SUPPLIER FOR THIS USE. FURNISH AND INSTALL METER SOCKET AND ACCESSORIES TO MEET POWER SUPPLIER'S REQUIREM€:SITS. NO SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY CHEVRON REPRESENTATIVE, SHOP DRAWINGS SHALL BE SUBMITTED FOR EACH SUBSTITUTION PROVIDE PERMANENT TYPEWRIITEN OR EMBOSSED TITLE ON PRESSURE ;t ' SENSITIVE PLASTIC TAPE FOR EACH SWITCH AT PANEL. sr g 5 • . A £tn .. CONNECT SL5_ AND FIXTURE INS LATLQt d LIGH71NC FIXTURES: WHEN FIXTURES MATH ADJUSTABLE LIGHT PATTERNS ARE INSTALLED. MAKE SUCH ADJUSTMENTS AT NIGHT, WITH THE CHEVRON REPRESENTATIVE. CONCEAL ALL CONDUIT CONNECTIONS TO FIXTURES FROM VIEW INSTALL AND CONNECT THE COMPLETE :SYSTEM IN ACCORDANCE WITH THE PLANS COORDINATE. ':r1F: WORK WITH THE MANUFACTURER'S REPRESENTATIVE FOR THE EQUIPMENT 'ECIFIED TO ASSURE PROPER OPERATION OF THE SYSTEM AND ,�.. iT'S COMPONENTS EPOS AND DISPENSER INTERFACE UNIT SHALL. BE Y , HARD WRED FROM LINE VOLTAGE: REGULAR AND CONDITIONER. Fx ate,; ..•.+ '' >s. 7 ,';^£k"4 ,i ri, f`x im �f 0"', 11^ •R Cr Ytlr. ,[4 3 Y t yµrc Y.,�¢ ) I YF Ls Yeti ift`,nAb ?„ i pp. - 1/2" FLEXIBLE METAL CONDUIT a .- � ,', 5` 1/2' INSULATED -MALLEABLE IRON CONDUIT CONNECTOR, -- 1/2" COMB. FLEX TO RIGID CONDUIT APPLETON CAT (7481VI - COUPLINGS- MALLEABLE IRON, APPLETON CAT #RCC-50. 4" SQUARE X 2 1 DEEP BOX, APPLETONTON 1/2- THREADED RMC/IM C CONDUIT STUB -UP AREA CAT 14SO 1/2 - INSULATED THROAT BUSHED NIPPLE, PLAN APPLETON CAT #CN-501 DEEP BOX EXTENSION - RING, APPLETON - 9" X 6" CORNER COLUMN CAT #4SE 1/2 1 PWR SHIELDED CABLE, #22 AWG - BALDEN CAT #8451 1/2' THREADED RMC/iMC INSULATED UNISTRUT /PIOO1B THROAT BUSHED NIPPLE, APPLETON LENGTH A/R CAT #CN-501 LOCKNUT (1/2") UNISTRUT A1P1204 SHOWN, SIZE A/R SOFFIT 4 WALL LOCKNUT(1 /2') --" �- UNISTRUT -' SPEAKER CABLE ,#P1113B SHOWN, SIZE A/R. -` • - 1/2" THREADED IMC NIPPLE, tl CONDUIT tl ' 1/2" INS. THROAT -MALL IRON ° • • » BUSHING, APPLETON CAT #CN-501 ALTERNATE MOUNTING FOR INTERCOM TERM BX INTERCOM TERMINAL BOX ELEVATION BUILDING INTERCOM SPEAKER — TYPICAL SCALE: NONE SEE BLDG. FLOOR PLANS PLUG W/FLUSH (RECESSED)HEAD SIZE BY COUPLING CONDUIT COUPLING, SIZE BY CONDUIT CONDUIT, 1 1/2" SHOWN SIZE AS REQUIRED CAPPED CONDUIT IWEvRCOM SYSTEM COMPONENTS ITEM DESCRIPTION QTY. LOCATION PROVIDED BY D-20 INTERCOM 1 CASHIER'S CHEVRON MAIN STATION COUNTER Q _ HD FOOT _ 1 BELOW CHEVRON SWITCH CASHIER'S CTR. f31 CSM HORN SPEAKER EACH PUMP CHEVRON �1 /MICROPHONE BLOCK (1) VTF RECESSED 1 N / A CHEVRON SPEAKER/ MIC 4'-6" ABOVE "PRESS FOR SERVICE" FLOOR OR TOP CHEVRON SWITCH (OPTIONAL) OF PUMP BLK. TBC--SLANT LINE N/A CHEVRON SPEAKER/MIC SUR MTD. OPTIONAL USE ONLY W/HD RETAIL APPVAL. 1$ GAUGE -LOW VOLT AS GENERAL WIRING (2 OR 4 CON.) RQRD CONTRACTOR -- DOUBLE GANG WEA- THER PROOF JCTN. - FOR ITEM 3 GENERAL BOX ONE EACH CONTRACTOR 4"X4"X2" DEEP JCT. SEE DIAGRAM - GENERAL BOX W/ COVER CONTRACTOR — SINGLE GANG WEA-- THER PROOF JCTN. FOR ITEM 6 GENERAL BOX CONTRACTOR CONDUIT STUB -UP SUPPORT SCALE: NONE (BY GENERAL CONTRACTOR) SEE BLDG. ELEVATIONS CONNECT RECTIFIER OC CONDUCTORS TO DOOR STRIKE CONDUCTOR ����""""'''''��'��,,,, - #14 THWN CONDUCTORS TO 2ND ELECTRIC DOOR STRIKE(IM ONLY) #14 THWN CONDUCTORS TO 6" X 4" X 5' SCREWCOVER T ELECTRIC DOOR STRIKE JIG BOX HOFFMAN `_- CAT #A-604SC (SHOWN W/COVER REMOVED) ro RECTIFIER, INCLUDED IN ELEC. DOOR STRIKE KIT 1Y MOUNT TO PANEL 0 4 7/8' X 2 7/8" PANEL—; HOFFMAN CAT MA-6P4 MOUNT TO JIG BOX —_/ ROCKER SNATCH W/F NEON LIGHT, 120 VA SPST MAINTAINED CI L.T.W. #81F3167 MOUNT ON COVER 14603 RECTIFIER �- IO ---- - - - - -- __--1 a I- I (IDF4 I I I I I RED H H 1�1 i B_LKK -� RED H " HT. H i DC A/C TO i I I � I i O L__- -- -- CONNECT RECTIFIER AC CONDUCTORS TO TRANSFORMER SEONDARY TERIMINALS 2$ DOOR STRIKE EQUIPMENT BOX - TYPICAL SCALE: NONE F <= Frederic R. Harris. Inc. ;Ifi 6300 N.E. First Avenue ft JRa Fort Lauderdale, FL 33334 tM I IM-3 OKEECHOBEE RD &ENTRY 73LVT) ST. LiICIL COUNTY, FL t PROJECT' NO. 07,1884-60 Chevron Chevron 4 U.S.A. Marketing a:. Operations REVISIONS 9-27--89 REVISED BILL OF MATERIAL ITEMS 3&6 , 38 , do ig. BLDG. FLOOR 120/24 VAC TRANSFORMER, 40VA, ADAMS RITE CAT #4605 MOUNT TO PANEL CONNECT 120 VAC. BLDG. RECEPTACLE CIRCUIT(#12THWN) TO THESE CONDUCTORS om TRANSFORMER BOX PANEL SEE BLDG. FLOOR PLANS MAY BE IN CONTROL) CONSOLE EL.ECTRIC,AL. STANDARD DWO, ELECTRICAL CONSTRUCTION SPECIFICATIONS &. BILL OF MATERIALS SCALE: NTS DATE: DR. CT2 CH. IZty APP. R?,i E-14-000-000 t, 3; 'S . I cone —J `1C A 67& DATA DISTRIBUTION IWU Ut1i IwLAIt.0 j' BOX-120 VAC ® OUTLET STRAIGHT BLADE ONLY — ,: SOLA LINE REGULATOR HARD WIRED +z DISPENSER INTERFACE- v - - -- - ' (I.E. ELECTRONIC < z pageK"m � L CENTRAL TOKHEIM ONG.) L% N = �x z aw. (pace CND. i x °A w r. "T xa kx)GREEN 70 EARTH GROUND STAKE gp wpr H 1 ONLY-J10 AWG. X4 egc H4 x9 (NEet. i x rneg¢ H3 I X2 a H2 NOTE: _ 2 /12 TO 1 ® MODEL % 83A2MINIIMUM BRATTING ED) x ( X1 — - Hi C/S 20A OR EQUIVALENT RATED (PORTABLE) - --- - - --- MODEL W-13-175-50OVA IS NOT CONNECT USING ONLY TERMINALS ACCEPTABLE. SHOWN TO PREVENT PHASE REVERSAL SOLA (63-23-1 75) WIRING SCHEMATIC N.T.S. (D TO ELECTRONIC CENTRAL/OR OTHER DISPENSER INTERFACE UNIT 2 POSITION SELECTOR SW, OPERATOR SQUARE D, CAT. # 90OKS. 118W CONTACT BLOCK SQUARE D, CAT. # 9001 KA2 PLUG IN NCR TERMINAL/OR OTHER CONTROL CONSOLE AND OTHER RELATED UNITS ONLY AS BELOW,* ORANGE ISOLATED QUAD OUTLET/=FOR TERMINAL PERIPHERALS p p (I.E. MODEM —CARD READER, ETC.) STRAIGHT BLADE ONLY. E) Q STACO LINE CONDITIONER TRANSFORMER 10 1000VA. 120/ 12OV; FR 12100 42 TRANSFORMER CORE CHASSIS GROUNDS TERMINAL. SEE GROUNDING DETAIL LX2 GND. GRN (HOT) BLK.FIELD INSTALLED X2 (NEUTRAL) WHT. JUMPER "N" TO " GI' (NEUT.) WHT, G (CND.) GREEN H2 (HOT) BLK. H1 " C �1 10 AWG-TO GROUND STACO FR 1 21 DOH -TRANSFORMER WIRING SCHEMATIC ROO N.T.S. - -_- - 14 1k . �wit t" r � byy it " A. c EPOS COMPUTER IS CONSOLE EPOS/MSR/MODEM/HTS POWER CORDS. �. • "t a t , TOKHEIM SYSTEM ONLY a - ,, 87& DATA DISTRIBUTION eox-tao vac. q,6TWO ORANGE fi42 DUPLEX-r APART i ISOLATED OUTLETS STRAIGHT BLADE ONLY DISPENSER INTERFACE (I.E. ELECTRONIC I CENTRAL, TOKHEIM DHG, VIZ ETC.) a Ir INPUT TERMINAL BLOCK I rN1 t ` INPUT GROUND STUD Cd I x 11 AMP INPUT CIRCUIT BREAKERit M a / SHEILOEO ISOLATION TRANSFORMER SINGLE ` / POLE INPUT / SWITCH 'B' i "-----------� I OUTPUT 1 ® HOT OUTPUT TERMINAL PARALLELED NEUTRAL 1iQi AL 0 p I BLOCK I CIRCUITS 'A & •� THE USE OF CONDUIT H O O - I FILTER �(3)�12 AWG FOR GROUNDING METHOD 110 O 110V I I THHN IS UNACCEPTABLE. 1200 1 OV I HOT _i INCOMING WIRES MUST BE RATED MINIMUM 90C 130 1130V NEUTRAL H NE�TRA- IL_ GROUND N ROUND 1 o ENCLOSURE J FACTORY GROOUTPUT UNDED 1 - GROUND (DO NOT REMOVE) --------------------------------� - - - - - - I CUSTOMER SUPPLIED FACTORY SET JUMPER UNIT IS SET FOR 120 1 WIRES VOLTS AS SHOWN. MOVE THIS WIRE FOR 1 ALTERNATE VOLTAGE SELECTION. i GREEN-10/AWG MOOEL-DH19110OTB-1000 VA j L EARTH GROUND MODEL-D02411OOTB-2000 V.A STAKE. SEE DETAIL BELOW TEAL LINE CONDITIONER N.T.S. NOTE: IF INSTALLATION IS IN AN EXISTING SYSTEM REFERENCES TO BLDG. FRAME GROUND, PANEL GROUND BAR & NEUTRAL BAR, ARE TO BE INSTALLED AS APPLICABLE TO MEET NEC AND LOCAL CODE REQUIREMENTS. ALL TYPES OF INSTALLATIONS REQUIRE THE GROUNDING OF THE LINE CONDITIONING UNIT (I.E. SOLA,TEAL, ETC.) AND DISPENSER EQUIPMENT GROUNDS, TO COMPLY WITH THE DIAGRAM BELOW. EQUIPMENT - GROUND BAR (PART OF SUB -PANEL) #4 EQUIPMENT - GROUNDING CONDUCTOR BUILDING STEEL — EQUIPMENT GROUND BAR (PART OF MAIN DISTRIBUTION PANEL) #2 C.U. BONDING JUMPER NOTE: WHEN MAKING CONNECTION TO BLDG. STEEL THE /2/0 WIRE MUST BE FULLY INSERTED INTO CADWELD MOLD CAVITY. OR CADWELD NOOTLREQUIRED).P IF CADWELD #TAC-2026 CADWELD #GTC-182G SUB PANEL v7 - LINE CONDITIONER VOLTAGE REGULATOR r CHASSIS - 1 CORE 1 I NEUTRAL LIBLK. 1 1 HOT (BLK.) WHT. I I - NEUTRAL (WHT.) O Q MAIN -BONDING ---" i - -I P A JUMPER I I CND. (GREEN) T D (INTERNAL -TRANSF.) MAIN ISTRIBUT10 -'- PANEL FIELD WIRING FROM DISPENSER J-BOX CONDUITS GROUND IN TROUGH TERM. -TRANSFORMER INTERNAL GROUND LUG GROUNDED SERVICE CONDUCTOR (NEUTRAL) MAX. JO-MIN. #10 STRANDED COPPER TO GROUND ROD FOR VOLTAGE REGULATOR MAXIMUM LENGTH 6' FROM VOLTAGE MINIMIZE CONDUCTOR RIGHT REGULATOR TO DEDICATED ANGLE BENDS TO GND. ROO GROUND STAKE -LUG CADWELD #VSC-2G-V3C METAL UNDERGROUND WATER PIPE -- GROUND ROD, COPPERWELD 3/4° 0 X 10'-0• LONG, RESISTANCE TO GROUND MUST BE 25 n OR LESS AT SERVICE ENTRANCE. GROUNDING N.T.S. 0 SEE GROUND ROD DETAIL NOTES: �.<�� w. ,.: � , .=<:1 1. USE #2 STRANDED COPPER WIRES FOR ALL GROUNDING CONDUCTORS, EXCEPT AS NOTED OTHERWISE. 2. ALL GROUNDING CONNECTIONS TO BE ACCESSIBLE FOR INSPECTION. 3. USE INSULATED THROAT GROUNDING BUSHINGS ON ALL RACEWAYS ENTERING METERING COMPARTMENTS, MAIN DISTRIBUTION PANEL AND ALL OTHER ENCLOSURES CONTAINING SERVICE ENTRANCE CONDUCTORS. INSTALL BONDING JUMPER SIZED ACCORDING TO 1987 250-95 BETWEEN BUSHING LUG AND ENCLOSURE. 4. MARK ALL BREAKERS WITH FLOURESCENT MARKERS INDICATING THAT TRANSFORMER IS NOT TO BE TURNED OFF. 5. FEED LINE CONDITIONING UNIT (I.E. TEAL/SOLA, ETC.) FROM 20AMP BREAKER THAT IS ON THE SAME SIDE OF THE LINE PHASE AS THE BREAKER THAT FEEDS THE DISPENSER COMPUTERS. 6. PROVIDE GROUND STAKE AND CONNECTIONS PER DETAIL ON DRAWINGS. 7. LINE CONDITIONER OUTPUT IS CONNECTED TO THE DISPENSER INTERFACE UNIT (I.E. UNIDYNAMIC "OMC", GILBARCO "PAM", TOKHEIM "DHC') AND TO A QUAD/TWO DUPLEX ISOLATED OUTLET IN EPOS CASHIER AREA. 8. CIRCUIT TO DISPENSER INTERFACE ONLY WOULD HAVE A DOUBLE POLE/SINGLE THROW SWITCH IN THE LINE. 9. EPOS CIRCUIT PARALLELED TO OUTPUT IS NOT SWITCHED. 10 3-1-88 LOAD CIRCUIT SOLA-MODEL 63-23-210-8-1000VA SHOWN IS THE STACO-MODEL FIR12100H 1000VA HARD WIRED SAME FOR THESE TEAL -MODEL OH191199TS-1000VA MODELS ONLY MODELS CURRENTLY TEAL -MODEL DQ241100T6-2000VA IN FIELD USE. r-- 1 /r MINIMUM SILICON RUBBER ISOLATOR/VIBRATION DAMPENER PAD BE USED TERMINALS -TMUST I MUST BE ACCESIBLE 1 r— WIRE MESH TO ENCLOSE HEAT ELEMENT TO AVOID PERSONNEL I TO COME IN CONTACT WITH 1 THE UNIT APPLICABLE TO AREAS SUBJECT TO EMPLOYEE I CONTACT I---1' MIN. DISTANCE FROM 1 ELEMENT I - I �-' 5/16• BOLT (TYP.) VOLTAGE REGULATOR MTG. DETAIL N.T.S. SEE BLDG. FLOOR PLAN CLAMPS, T & B CAT. 3849 ,r CLAMP T & 8 CAT. # 3902 1. USE STRANDED COPPER WIRE FOR ALL GROUNDING CONDUCTORS. 2. ALL GROUNDING CONNECTGIONS TO BE ACCESSIBLE FOR INSPECTION PER NEC 250-20, -NO. 8 DR 10 AWG STRD. FLOOR OF 3. USE INSULATED THROAT GROUNDING BUSHINGS ON COPPER TO VOLTAGE BLDG. ALL RACEWAYS ENTERING METERING COMPARTMENTS, REGULATOR MAIN DISTRIBUTION PANEL AND ALL OTHER ENCLOSURES GROUND ROD COPPER CONTAINING SERVICE ENTRANCE CONDUCTORS. INSTALL LEND olN. x O REST LONG RESISTANCE TO BONDING JUMPER -- SIZED ACCORDING TO THE LATEST GROUND MUST BE NEC 250-95 -- BETWEEN BUSHING LUG AND ENCLOSURE. 2511.OR LESS DETAIL N.T.S. GROUND ROD FOR VOLTAGE REGULATOR Pia Frederic R. HIPIrres, Inc. ` r 6300 N.E. First Avenue rLwtm Fort Lauderdale, FL 33334 NI-3 )KEECIIOBE'E RD & ENTRY BIND A% LUCIE COUNTY, FL ROJECT NO. 07-1884-60 ELECTRICAL STANDARD DWG. LINE CONDITIONING TRANSFORMER AND GROUNDING SCALE: NTS DATE:4-12-90 DR. e (2. CH. le K APP. < N E-16-000-000 0- m CO m to 0 0 0 0 0 0 CO i w 1- w w WAY MO EL DL3/ 7—IL/19 0 PRODUCT WO HOSES IGH MOUNTED 6a OVEMBER 17 1983 YNE MO L DL3/389- 19 TWO PRODU FOUR HOSES HIGH MOUNTED OVEMBER 17 1983 18. CASH/CREDIT SWITCH MOUNT—#20 GA. STEEL—BLACK—BK 10—S 19. DIAL FACE—/20 GA. STEEL—WH-740—S OFF WHITE 20. PRODUCT NAME PANEL-2-31/32" X 24-31/32"—TRANSLUCENT ° ACRYLIC PLASTIC ° n n 21. JUNCTION BOX -EXPLOSION PROOF Iutli'{�I IuliilNl 22. PRODUCT INLET(S) oY CACCTV vAi \ICrQ'% fMATC. VAI %JV 01 1lr]Q W ICT AC CAC11 Y ArY r-cmim Fl YN E MODEL DL3/387—IL ONE PRODUCT TWO HOSES LOW MOUNTED 64 OCTOBER 11 1985 _ WAYNE MODEL /389—IL/19 TW PRODUCT FOU OSES LOW MO TED OCTOBER 11 N8.5 eCASH/CREDIT JUNCTION JUNCTION 25. CASH/CREDIT PRICE WINDOWS (.375--.5' HEIGHT) Box BOx e0x _ Box 26. TRANSACTIONS WINDOWS (-SALE" & "GALLONS-=7-, "PRICE" =5" HEIGHT) 9 g ��,'� •,r_ i �- 9 9 1 t INI.E �- k 1 INLET(S �- 2 INLET 4 i 2 INLET(S - 27. NOZZLE BOOT -ADJUSTABLE FFF 2 -1 4 2 4 OR 1 4 WITH INTERNAL FILTER 34 OR 3 4 1 4 1 a LOCATION OF INTERNAL TO WITH INTERNAL FILTER PRODUCT 'X — SEE NOTE �1 `PRODUCT "Y' PRODUCT 'X" SEE NOTE /(1 LOCATION OF INTERNAL REMOTE PRODUCT "Y" TO REMOTE PUMPS VAPOR RETURN LINE ON REMOTE j` TO REMOTE PUMPS VAPOR RETURN LINE ON VAPOR RECOVERY DISPENSERS PUMPS PRODUCT "X" SEE NOTE #1 VAPOR RECOVERY DISPENSERS PUMPS PRODUCT "X" SEE NOTE #1 1 1 i OR 2" HEADER INSTALLATION INSTRUCTIONS 1 2 OR 2" HEADER 2 DL3/389-IL/19 & DL3/387-IL/19 48 48 - 24 45 45 EMERGENCY VALVES: 48 22 2 1 INLET (3) 22 z +� 1 2 INLET (4) v 1 i 2 21 I 1. CLOSES AUTOMATICALLY IN CASE OF FIRE. �.-162 26 , 27 t i DIA. HOLES 4 15 DIA. HOLES FOR ANCHOR B S (4) �13 4 +"F- 13 4 — ►� I r- g-10 2 10 2 -�}�- 9 - ►� ( 16 () ( g —�-10 10 2 9 ►1 t6 2. IF DISPENSER IS DAMAGED SUFFICIENTLY TO BREAK PIPING VALVE DESIGN CAUSES BREAK AT OUTLET, CLOSING VALVE �8 2 12 2 —� ' 1 INLET (3) 4 k THIS VAPOR LINE 17 7 7 7 THIS VAPOR LINE AND STOPPING PRODUCT FLOW. " 2 OMITTED ON SINGLE OMITTED ON 490/RQV SIDED DISPENSERS DISPENSERS 3. CAN BE MANUALLY CONTROLLED FOR SERVICE, ETC. - - - — - - — - — - - — - - - - 31 5 4 TOP OF ISLAND 3LEF - ,--(;i--�---�-----' � ------r--t- 3 4 -I I--1-�----�---- , _ _ � I � 7 1 _) � � � � _ � __ T_ ' _ � _� ,7 F32 I ' T I 1 J— ( ) �� rG— 17 r - r - _J_r_ ft 17 7 2 r-- r-- —r 13-- �- --`--- I 7$ 13 �F( —r--�---- 1 I 3 13 3 �- —I- I I ' NOTES. 4 (REF) 3T 8 I 4 4 3T 4 3 q 4 q FAT - - - - SECTION THRU BASE 1• USE UNIVERSAL JOINTS AT DISPENSERS TO ALLOW FOR GROUND MOVEMENT, ffiffs `£ 2 (REF) I I I 4� 3 �� I I I 1 10 13 I 2. PIPING SHOULD RUN LEVEL,AVOIDING AIR OR LIQUID TRAPS �a 1 CONDUIT (SPEAKER OPTION) 1� 1 3, ALL PIPING MUST CONFORM TO ALL LOCAL REGULATIONS. 2 3 5i I �3 1" CONDUIT (3) OUTLET 1 2 N.P.T. (WTH OPTIONAL 6 1" CONDUIT (3) 1" DUIT (6) VALANCE (OPTIONAL) �{ BASE DIMENSIO ( E NOTE jj4) 4. CONDUIT TAPS SHOWN ARE SUPPLIED ANY ONE OR ALL MAY BE USED TO MAKE 3 1 4 (SEE NOTE (j4) 47271-VAPOR RECOVERY MANIFOLD ONLY) BASE DIMENSIONS (SEE NOTE p4) 1 SLOTS (8) x 1-SLOT (4) 2 ELECTRICAL CONNECTIONS TO DISPENSER. 4 2 BASE DIMENSIONS VALANCE (OPTIONAL) 3 1 5, NOTE INLET PIPING HEIGHT VARIATIONS FOR DIFFERENT MODELS. � - x 1-SLOTS (8) fy 4 2 6. MINIMUM RECOMMENDED PIT SIZE IS 11" X 230 . �u (PROVIDED FOR ANCHOR BOLTS) 7, ALL DIMENSIONS ARE IN INCHES. w 8 FILTER(S) TO BE INCLUDED (PER SPEC NO. MO-1000X2). A MINIMUM OF 10 INCHES A MINIMUM OF 10 INCHES 9. DIMENSION FOR SINGLE SIDED DISPENSERS ARE IDENTICAL TO TWO-SIDED, CLEARANCE IS RECOMMENDED CLEARANCE IS RECOMMENDED BETWEEN THE TOP OF DISPENSER BETWEEN THE TOP OF DISPENSER WITH THE JUNCTION BOX BEING ON THE NOZZLE SIDE. AND ANY OTHER STRUCTURE SE 1 AND ANY OTHER STRUCTURE TO ALLOW REMOVAL OF THE VALANCE A MINIMUM OF 3� / ALLOW REMOVAL OF THE VALANCE NOTE: AND TOP COVER FOR SERVICE. CLEARANCE IS AND TOP COVER FOR SERVICE. REQUIRED BETWEEN 7-1-89 CHECK OPERATING LEVER. FUNCTION AND CASH/ CREDIT BUTTON OUTSIDE DISPENSER '` SURFACE COLUMNS a CONFIGURATION ON WAYNE 390/490 DISPENSERS TO AVOID AND ANY STRUCTURE DIFFERENT MARKETING CONDITION$. CONSULT CHEVRON REPRESENTATIVE IF TO ALLOW REMOAL MIXED CONFIGURATION AT SITE. OF SERVICE PANELS. A MINIMUM OF 3 WAYNE WAYNE r WAYNE CLEARANCE IS �� NOTE: ' REQUIRED BETWEEN o MODEL 95 MODEL d a MODEL 95 p OUTSIDE DISPENSER REFER TO "SITE SPECIFIC" PRINT OF PRODUCT PIPING AND SURFACE COLUMNS 390-IL/19 390-IL/G A MINIMUM of 31 490-IL/19 � q� ELECTRICAL TO ASCERTAIN THE TYPE OF DISPENSER BEING AND ANY STRUCTURE � TO ALLOW REMOAL FEB. 2, 1987 JULY 29, 1988 CLEARANCE IS JULY 20, 1988 Nz- OF SERVICE PANELS. REQUIRED BETWEEN a oy'���� INSTALLED AT PROJECT SITE. z r x OUTSIDE DISPENSER UZ r x a- z r x N SURFACE COLUMNS JUNCTION BOX AND ANY STRUCTURE SPEAKER JUNCTION BOX TO ALLOW REMOAL JUNCTION BOX JUNCTION BOXES (2) ELECTRICAL STANDARD DWG. (OPTIONAL) OF SERVICE PANELS. Chevron DISPENSER CONFIGURATION 1" N.P.T. VAPOR LINE(S) VAPOR RECOVERY 3 r r-- 3 1" N. T. VAPOR LINES) GENERIC INSTALLATION (--- 10- 10- ( � Chevron U.S.A. Inc. 3 - (390/Q REQUIRES 2) MANIFOLD 8 8 5 (490/QV REQUIRES 2) , 5 ` J 1 3 (490/RQV REQUIRES 1) Marketing Operations 5g,•,. (OPTIONAI)11-- - _ _ t 3 (390/QR REQUIRES 1) L `tea; _----------- --- 3 4 ---------------- 4 3 i 4 INSTALLATION INSTRUCTIONS �� I I REVISIONS DL1,2,3/390-IL/G (SERIES) 9-27-89 ADDED CLARIFICATION SCALE: NTS DATE: �}_12-g0 EMERGENCY VALVES (3) EMERGENCY VALVES (3} EMERGENCY VALVES (4) 1 CENTER RISERS r NOTE DATED 7-1-89. i- HEADERS ,A OR. GR CH. Krl APP. RN 2 1- HEADERS PRODUCT "A —A' INSTALLATION INSTRUCTIONS 1 1 TO PRODUCT "Z' SEE NOTE #1 1 1 TO PRODUCT "Z" 2 1 � TO PRODUCT "Z" p���p 2,DD3/490-lL/19 SERIES - SEE NOTE /1 REMOTE SEE NOTE #1 IM=S REMOTE PRODUCT "Y' INSTALLATION INSTRUCTIONS REMOTE PRODUCT "Y" PUMPS PRODUCT 'Y" OI{EECItOBEE RD &ENTRY I3LVD PUMPS DU,2,3/390-IL/19 (SERIES) PUMPS PRODUCT PRODUCT "X' Frederic R. Harrl�, Inc. ST. LTICIE,COUNTY FL " E-17-000-000 , ' PRODUCT 'X' 6300 N.E. First Avenue , tT , k OFFSET RISERS Fort Lauderdale FL 33334 PROJECT NO. 07-1884-60 1z ....,k, f M .. ...,:, -1 ,. .. , ... {� Via' s . ... .,,. [. w . . nPh , . .. _, aai "r ' ,. ':.,� ,i• ... x , , c,v ,F,. I to v 8 TO FUSED DISCONNECT IF 30 SYSTEM OR TO WASH BAY TERMINAL BOX IF 10 W ROTO PHASE GENE ATOR ELECTRICAL CONTRACTOR IS TO MAKE THESE CONNECTIONS gt TO PANEL P4-25T s e;gMp'#rt°e ,.41 ,s� wf"ix #yl may; %'°2 vS? F a P '?a *0 CONDUI ���� W/4#12 rxr li CONT. TO PROVIDE j AND INSTALL 15 AMP FUSED DISCONNECT FOR EV-11 NOT REQUIRED WHEN ROTO-PHASE 4 ENERATOR IS USED) t,5 95 44 "0 CONDUIT W/4#12 " ELEC. CONT. TO COORDINATE EV-II CONDUITS W/ RYKO 44"0 CONDUIT W/6#14+ 4##12 IF I ROTO PHASE GENERATOR IS USED GND _ — - # s , a g, FACTORY WIRING {DO NOT DISCw TURB 15 {. EV—II CONTROL BOX INSIDE PUMPING ASSEMBLY. (PUMPING ASSEMBLY MOUNTED BY RYKO) WO CONDUIT W/4#14 0 26 0 J-BOXY 28 2"X 4 AND COVER OG BAY 26 SWITCH 3/i "0 CONDUIT W/3#14+ 1#14 GRND J—BOX 6"X 6"X 6" BY ELECTRICAL EMERGENCY KILL CONTRACTOR RELAY BOX W/RELAY BY (NOT REQUIRED RYKO WITH CODE -A- WASH II OPTION) SWITCH 27A 27 25 gr "k Ika W � kl �X lY {FACTORY WIRING DO NOT DISTURB 11m1.J ooca0000aaoa00000aooaoo oaa0000000000000000000 3/4 "0 CONDUIT W /14#14 I CCW 14 4A "0 CONDUIT W/7 #14 RYKO TO PROVIDE CONTROL CABLE a # i 4'4"0 CONDUIT W/2#14+ 1#14 GRND KILL SWITCH — OFF 00N J—BOX— .`. IN WASH BAY PROVIDED ELECTRICAL Y s (BY RYKO) CONTRACTOR h:. ORG 3 /z" CONDUIT W/3#14 3/4"C,5#14 3/4"0 CONDUIT W/4#14 GRN 15 BLK 20 BLK/WHT-21 ELECTRICAL CONTRACTOR BLU 22 TO PROVIDE & INSTALL 21 ONLY ONE OF THESE GRN/BLK-23 OR CONDUITS AS DESCRIBED 001 23 IN RYKOSCHEMA? EQUIPMENT WHT 25 300 7-303 WHT 16, CABLE 50 RED - 26 BY RYKO BLK TO gOLLOVER 0 G RED/BLK — _ 27 EP,300 AIR AIR BLU/BLK --- 28 1/2C•2#14 305 SOUi,N01D SWITCH BY -AYKO ORG/BLK---'-36 T�i[rT�ll� V MAIN POWER SUPPLY P4— � i "ate •' i ! vi Lt L2 L3 N ELECTRICAL CONTRACTOR TO ,r MAKE THESE CONNECTIONS —WASH BAY, TERMINAL BOX rt BY RYKO sLL .Iro, CE ( NOTES: m CO 1. RYKO T0: VI L ELECTRICAL EQUIPMENT, EXCEPT PROVIDE C Q ;n WHERE NOTED. MAKE ALL ELECTRICAL CONNECTIONS, EXCEPT WHERE NOTED. O 2. ELECTRICAL CONTRACTOR TO: PROVIDE AND INSTALL ALL FUSED DISCONNECTS, RACEWAYS AND CONDUCTORS, EXCEPT WHERE 00 NOTED. ALL CONDUCTORS TO BE CLEARLY , IDENTIFIED BY COLOR AND/OR NUMBER. t,J MOUNT ALL ELECTRICAL EQUIPMENT, EXCEPT F- WHERE NOTED. W 3. ALL RYKO PERIPHERAL EQUIPMENT SHOWN FOR CLARITY, SEE SITE SPECIFIC RYKO EQUIPMENT SCHEMATIC TO DETERMINE REQUIRED EQUIPMENT. REFER TO RYKO DRAWINGS FOR DETAILS OF INSTALLATION AND CONNECTIONS. I{fro uFaF M �Iy v*w `� ...,,ix k '{ I A r&'$ ° 8ta4 I Y!"# , ti4 a •,{ is n ' m^VF > rty."' „ i s kr ,. •�',. E '` ROTO PHASE GEN11 ERATOR ;;$ '(?'p�h�' r d <�� '*'�" ::n �k;�x,.'�*�,�,'}"r°"N�. :' �.� "•' -,�p' FOR 1-PHASE POWER .{ X1 k �Fry ,x _ ,SON-, •a"+a 'id ,�lrhr�c�#, �r� y f tly 1 % 3 hn �.Z� iL• i tYife Y Y f y'U"• Yl 3 l l Y `Y ht RAINMAKER RINSE RO WATER TREATMENT ,'y, r ^..c nr s r £M ��• m� �'� #'v�'s��%.���� F°kr s �,ftr§#x � ° ° �- Rp ^��+""�t` r� s ENVIRONMENTALIST II h a31 ,x bywi c t t rs;�h " `%rta ^.m ws xs„i"; '; M12 '� �, .�.*. +;i e;x'x•", �� r'^ .� � ... .�. .' ^ �...� k-• WATER RECLAI CABLE BY RYKO TO WASH UNIT CODE -A -WASH II 94 191 J-BOX 4"X 4" 98 r—SIGN AND COVER 95 192 G G 97-ATE 090 097 06 190 0 WAX LIGHT 191 0 —RYKO TO t92 0 MOUNT SIGN G0 S"OP—GO L'GHT REMOTE CONTROL PANEL TO P4-20 BASIC - MONEY MASTER/ CARWASH CODE—A—wasH AUTOMATIC EQUIPMENT — OR — ATTENDANT 34" CONDUIT - R7B COIN -TOKEN BOX/ CODE- A- WASH CODE —A —WASH it ONLY FUSED MULTICONDUCTOR CABLE, DISCONNECT - -.OR - 6 PR.,22 GA., - WITH 22 GA. DRAIN WIRE AIR SWITCH AND OVERALL FOIL SHIELD BELDEN #9306 OR EQUAL OR N4" CONDUIT W/2 14 FOR CAR WASH EMERGENCY STOP ONLY. O � FROST PROTECTION KIT G L1 L2 G L7 L2 3 1121122321219 ' l 3/4 0 CONDUIT WHT/BLK--50 01 i\CABLE BY RYKO 90 HEAT C ;BLE W/14#14 ! C,3#14 306 BVBO> Rf:D/WHT--SPARE G BYY RYK ) GR'd/WHT -fiPAR_ E 25 WATER s t�'a /z"C,2#14 75 SOLENC 0 a r "- - BY RYI) Wx SH 3JNIT 0000, AUTOMAT'C ATTENDANT r ,hk , a ❑❑❑❑ 'F �•� � � ..�' 'Ma-,J�7',. �F ,L6 w„NeTu'C� {Smii�a"d43. kc ' ..� ❑❑❑❑ eY ''ie s,�y yet t F1,t� rc '���'�' Y.. a1 t�';i'� 4`d �u. ''P2 "RECEPTACLE CODE —A —WASH II IN CASHIER AREA CAR WASH CONTROL SEE DWG$. CONSOLE IN :s ,k'y x Y .,,✓ ,1 . y 'a ,x IM3 Via+•. h ' °"`' 81— I --zos CASHIER AREA Q„ 81-a1Q-220 r p ,u MM81 h^0-472 �. "' t � Bt-MQ-473 ,, <0 EQUIPMENT NTERCONNECTION DIAGRAM&' ''' r Yr f0 SCALE �,. dw,',r ,}. T, a S.4 t- oo 0 M 03 N t� U) it 0 O W N O N 0 0 w 10 30 REMOTE DETERGENT + wax ADDrnoN RAINMAKER RINSE Cw KEY 19 " OPTIONAL "YES" IN THIS BOX MEANS J :I'V4" CONDUIT FEATURE OPTIONAL FEATURE IS IN CD2#18 :THE SCOPE OF THE WORK. "NO" IN THIS BOX MEANS n- OPTIONAL FEATURE IS NOT IN Q THE SCOPE OF THE WORK. N RYKO EQUIPMENT SCHEMATIC NOT TOSCALE Q 16 CAR WASH ELECTRICAL STANDARD DRAWING. EMERGENCY STOP (NOT USED WHEN CODE -A -WASH II Chevron ARWASH IS PROVIDED) SEE DWG &1-HQ-4so e Chevron U.S.A.AInc. RYKO EQUIPMENT SCHEMATIC & mr{',= Marketing Operations INTERCONNECTION DIAGRAM. CASHIER CONTROL REVISIONS CONSOLE e ' s, " c n Frederic Iu. Harris, Inc. GENERAL- REVISIONS FOR 1987 1 RYKO CAR WASH EQUIPMENT. SCALE: NONE DATE: 4-12-10 x4• .� C'p .5 y 6300 N.E. First A O V' ,. rya _* ap„ .. F3 twauas Fort Lauderdale,, FL L 3333.4 01/15/88 DR. TWL CH. Rk APP. R>l N IM-3 __ o_ OKEECHOBEE RD & ENTRY BLVD � _��_d(�o_O� w; Sir. LUC►E COUNTY, FL _ PROJECT NO. 07-1884-60 __. co ` A.6 "P4" PANELBOARD ELECTRICAL SITE PLAN SCALE: 1/4"mt'—O" VIA"11 �Iti�nl:ZCT�]�:l�llr 14" 0 COND. W/ 4) #14. •"'�.x •'- MANUFACTURER: GE BREAKERS: PLUG —ON TYPE THQL, 10,000A RMS PANEL N0. IN , "}, ILL LISTED INTERRUPTING RATING MINIMUM 175 AMP MAIN CIRCUIT BREAKER r~p SUPPLIER: POINT 8 POWER G NO. TM30415C 30 7/16"H X 14"W X 3 3/4"D Nn, TYPE: TM CIRCUIT BREAKER NDOORLOAD ECOVER WITH NTER & EDOOR: CATALOG G N0. INCLUDED 120 240 VAC-3-60 HZ A ) - LOAD CENTER — 30 SPACE / � ( EQUIP. GROUND BAR KIT: CATALOG N0. (2) TGL2 DESIGNATION CKT. SRKR. WIRE PillAWB SERVES VOLT — AMPS SERVES WIRE CKT.BRKR. OESIGNATION CKT. NO PANEL PACE AMP POL LOAD A B C LOAD OL AMP PANEL SPACE CKT. NO. 1 1 30 3 #10 CAR WASH EQUIPMENT RYKO R7B 2640 4672 2032 5 HP AIR COMPRESSOR #10 3 25 2 2 3 2640 4672 2032 4 5 2640 4672 2032 6 7 7 20 1 #12 BLDG SOFFIT LIGHTS O 950 1630 680 RESTROOM LT.FIXTS.& FANS #12 1 20 8 8 9 91201 1 1 #12 TUNNEL HID LIGHTS 780 1860 1080 BUILDING RECEPTACLES 2O #12 1 2010 10 11 11 20 1 #12 WATER HEATER 1650 2730 >< 1080 UTILITY & STORAGE LT. FIXT. #12 1 2012 12 13 13 20 1 #12 IC(- STORAGE BOX RECEPT. O2 1800 33001500 UTILITY ROOM HEATER (OPT) 33 #12 1 2014 14 15 15 20 1 #12 MEN'S ROOM HEATER (OPTIONAL) O 1500 3000 1500 STORAGE ROOM HEATER (OPT) 0 #12 1 2016 16 17 17 20 1 #12 WOMEN'S ROOM HEATER(OPT) 0 1500 3800 2300 HAND DRYER MEN'S #10 1 2518 18 19 19 20 1 SPARE 1920 1920 SPACE 20 21 21 25 1 #10 HAND DRYER WOMEN'S 2300 2300 SPACE 22 23 23 15 3 #12 CAR WASH WATER RECLAIM RYKO EV—II (OPTIONAL) 1020 3145 2125 CAR WASH SOFT WATER RINSE RYKO RAINMAKER (OPTIONAL) #10 3 25 24 26 25 1020 3145 2125 26 27 1020 3145 2125 28 29 SPACE SPACE 30 TOTAL CONNECTED LOAD 17097 7817 907 CALCULATED LOAD BUS A 17097 x u,. d rW{ l,zy?. c _ u.. t,,:tr` MAX LINE AMPS 175 BUS B 10"�T BUS C 19077�� a T� , h �r �• (HIGH ) TOTAL 43991 . • >...; ,,. * AS PER CHAPTER 2 OF THE NEC. PANEL SCHEDULE NOTES: OPROVIDE HANDLE PADLOCK ATTACHMENT, GE# THP100 2. USE GROUND —FAULT —INTERRUPTING BREAKER, GE# THQL1120GF O3 WHEN 3000W HEATER IS REQUIRED, USE A 2—POLE, 20 AMP BREAKER. BREAKER PANEL MUST BE GROUNDED WITH 4� SEPARATE GROUND ELECTRODE PER or 14 LATEST REVISION OF NEC 250-24—A. ' .__ } y 4Y }J LIGHT FIXTURE SCHEDULE bhi�31Y SYM OTY DESCRIPTION MANUFACTURER CATALOG NO. LAMPS REMARKS `CW� WALL MOUNTED G—WM 330 ONE 100W SUITABLE FOR WET LOCATIONS, CAST ALUM.HOUSING, RUBBER �,V 6 METAL HALIDE APPLETON L—MT GASKETING SEALS BAKED ON ENAMEL BRONZE FINISH. 6 RECESSED MOUNTED WHITEWAY SMER—I—HDONE 800 MA 8' WITH COLD WEATHER BALLAST. FLUORESCENTFLUORESCENT —8' 2 RECESS MOUNTED UTHONIA 2SPG 2U40 FWWO 40 W. U ENERGY SAVING BALLAST 3 SURFACE MOUNTED UTHONIA EA 140 1-430 MA-4 ALUMINUM HOUSING, ENERGY SAVING BALLAST 4 AWR 120ES FLUORESCENT C CONTROL SIGN JUNCTION BOX PANEL "P4" CW 6 CUSTOMER — CONTROL SIGN (BY OTHERS) REFER TO ELECTRICAL RISER DIAGRAM SHT. 51 15A. FUSED DISC. BY GEN.1. CONTRACTOR. CW WIREWAY CARWASH RECLAIMER (OPTIONAL) (BY OTHERS) GW 15 w-1 13 CW 19 BAY SWITCH © 3/4" C. FOR CODE -A -WASH II TO CASHIER AREA; MULTICONDUCTOR CABLE 6 PR., 22 GA., WITH 22 GA. DRAIN WIRE AND OVERALL FOIL SHIELD, BELDEN #9306 OR APPROVED EQUAL 0R 6A 3/4 C. W/ 2 #14 FOR CAR WASH EMERGENCY STOP ONLY. L— 13 3/4" C. W/ 4 #12 TO LIGHTING CONTROL CONTACTOR. TERMINAL BOX (BY OTHERS) INSTALLED BY GEN. CONTR. CW 14 RELAY PROVIDED &- INSTALLED BY GEN. CONTRACTOR. CW 20 KILL SWITCH 1 /2" C. W/ 3 #14 THWN TO PIT STUB UP FOR COIN — BOX. 6" ABOVE PAVING ELECTRICAL EQUIPMENT INTERCONNECTION DIAGRAM NOTE: REFER TO RYKO EQUIPMENT SCHEMATIC DWG FOR CONDUIT & WIRING SIZES GENERAL NOTES JUNCTION BOX (PROVIDED BY GEN. CONTRACTOR). AIR SWITCH COIN BOX INTERCOM CONDUIT 1 ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH N.E.C. AND ALL APPLICABLE CODES. 2 "P4" PANELBOARD, WIREWAY, CONDUIT, JUNCTION BOXES & WIRING a°,SHALL BE FURNISHED & INSTALLED BY GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. ALL ELECTRICAL EQUIPMENT IN WASHBAY - SHALL BE WATERPROOF. 3. CAR WASH EQUIPMENT TERMINAL BOX, MOUNTED 10'-0" A.F.F., FURNISHED BY CAR WASH MANUFACTURER & INSTALLED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO MAKE ALL CONNECTIONS WITHIN BOX PER CAR WASH MANUFACTURER'S DRAWINGS. 115 VOLTS MUST BE AVAILABLE IN TERMINAL BOX; IF SUPPLIED SEPARATELY ALLOW 15 AMPS CAPACITY. 4. CAR WASH RECLAIMER (OPTIONAL) FURNISHED BY CAR WASH MANUFACTURER AND INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL REQUIREMENTS: 30, 230 VAC, 15 AMPS. 5. SEE ELECTRICAL SCHEDULE, PLAN, AND EXTERIOR PIPING & ELECTRICAL PLAN FOR ONE LINE DIAGRAM FOR CAR WASH CONDUITS, CIRCUIT NUMBERS, DISCONNECT, ETC.- 6. ALL CONDUIT INSIDE CAR WASH TO BE PVC UNLESS OTHERWISE REQUIRED BY LOCAL CODES. ELECTRICAL EQUIPMENT SCHEDULE SYM OTY DESCRIPTION MANUFACTURER CATALOG NO. MANUFACTURER CATALOG NO. REMARKS 6 1 SUB —PANEL P4 SEE PANEL P4 SCHEDULE 3 FUSED DISCONNECT SQUARE—D 30 AMP 3P+S N NEMA 3R ENCL PROV & INST FUSES PER R. RECOMM. BOLT ON HUB FOR N 30 c 1 AIR COMPRESSOR SAYLOR— SOC-7512 VERTICAL TANK MOUNTED, 120 GAL SSLUB W MOTOR & STARTER EALL'S V-3 TWO —STAGE 175 PSI 5 HP MTR 208-230 VAC 30 60HZ C s CW 2 BATHROOM BROAN 505 VERTICAL DISCHARGE, 60 CFM 4.0 SONES "0 1 AMP. C 2 WALL HEATER DAYTON FAN FORCED, CHROME FINISH, 1.5KW, 120 VAC. 10 60HZ, 1.65KW 11 SURF. MTD.HOUSING INSTALLED & WIRED BY GENERAL CONTRACTOR OPTIONAL C 1 WATER HEATER DAYTON MIDGET, ENERGY EFFICIENT, 6 GAL., 120 VAC. 1 0 6OHZ, 1.65 KW C 2 TOUCH BUTTON BOBRICK B-709 115V 115V, 20 AMP, 50/60 Hz, 2.3 KW, COLOR: WHITE 3 HAND DRYER C 1 WASH BAY TERMINAL RYKO INSTALLED AND WIRED BY G.C. 14 BOX C5 1 EV—II RECLAIM PANEL RYKO INSTALLED AND WIRED BY G.C. (OPTIONAL) C (!I C 18 It—W\1 RAINMAKER RINSE RYKO INSTALLED AND WIRED BY G.C. (OPTIONAL) S(STEM C 1 FROST PROTECTION TERM. BOX. W/THERMOSTAT RYKO I INSTALLED AND WIRED BY G.C. OPTIONAL ( ) I B I c. f. I % . V..6.....,. IN . 6300 N.E. First Avenue Fort Lauderdale, FL 33334 In c� m 00 m N 0 0 0 0 m W I- W W x CO 00 O N 0 CD 7 M 0 O W .q. 0 0 N O O W 7. CAR WASH TUNNEL AND EXTERIOR FASCIA LIGHTS SHALL BE CONNECTED TO LIGHTING CONTACTOR LOCATED IN ELECTRIC CLOSET AT C-STORE. 8. GENERAL CONTRACTOR TO VERIFY WITH CHEVRON ENGINEER FOR THE J INSTALLATION OF THE AUTOMATIC' ATTENDANT OR THE AIR SWITCH. 9. GENERAL CONTRACTOR TO VERIFY WITH CHEVRON ENGINEER FOR THE o INSTALLATION OF THE FOLLOWING OPTIONAL EQUIPMENT (SEE EQUIPMENT OO- SCHEDULE BELOW): CW CW � & CW 11 15 19 2 w 10. PROVIDE FOR OPTIONAL SPACE HEATERS IN MID -ATLANTIC AREAS. IF ELECTRIC SPACE HEATERS ARE USED, SEPARATE FUSED DISCONNECT SWITCHES OF PROPER SIZE SHALL BE INSTALLED. o ELECTRICAL STANDARD DRAWING. Chevron CAR WASH Chevron J.S.A. Inc, ELECTRICAL DETAILS AND Marketing Operations PANEL SCHEDULES REVISIONS 120 240 V, 3 A\ SERVICE , 4OREMSED DRAWING TO SHOW "RYKO" CAR WASH EQUIPMENT W/ AVAILABLE _ SCALE: AS SHOWN DATE: 05 08/89 OPTIONS. 1/15/88 DR. G.P. CH. APP. COMPLETELY REVISED FOR 2 1987 BID PACKAGE 11 12 86 ADDED AUTOMATIC HAND DRYERS OKEECHOBEE RD & ENTRY BLVD ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-00 E-19-000-012 I I I f A b 0 B r - - I THE IH-DLC CABLE, THE I * 10' INDIVIDUAL "A" AND I I I 'B" OCIA CABLES IN I I OCIA A-B SWITCH A-B SWITCH, AND OCIA L _ _ J NON SYSTEM I I CABLES SHOWN AS SOLID SPST TO 'A" AND "B" CONTROL I I LINES TO AND FROM THE tk t INPUT TERMINAL BLOCK "r" INPUT GROUND STUD, 11 AMP INPUT CIRCUIT BREAKER a SHIELDED ISOLATION TRANSFORMER a INPUT OUTPUT HOT NEUTRAL OUTPUT TERMINAL HOT N O O n I BLOCK ill H O O I THE USE OF CONDUIT FOR Ito O O ttOV I FILTER _ GROUNDING METHOD IS \ UNACCEPTACLE. INCOMING 120 O O 120V I HOT WIRES MUST BE RATED 1300 O 130V I NEUTRAL O O H _ _ _ _ NEUTRAL I WIRES MUST BE RATED I O O N GROUND -- _ _ _ _, _ _ _ _ O GROUND O O G _ _ J OUTPUT NEUTRAL GROUND GND. __L_ ENCLOSURE FACTORY GROUNDED I = GROUND - DO NOT REMOVE I - - - - - - - - - - JUMPER L------------------------ FIELD SUPPLIED FACTORY SET JUMPER UNIT I WIRES IS SET FOR 120 VOLTS AS SHOWN. MOVE THIS WIRE GREEN - 10/AWG FOR ALTERNATE VOLTAGE I SELECTION. L EARTH GROUND STAKE. SEED TAIL ON DWG 16. (3) #12 AWG THHN 01011"WI'J�FIrc 1 41Fx1 JY� off. u , It b r m kP N yY YUtl'I¢1.X Y1 �^F k 1 w` Y it u ~ s IWrIN I Atti,pi[ I 41 It.NI;u1 s I v r � I N s II r rlr 1 y kt ll,I� 1,I AI 1 I I Iilk I M, ,I r! I k I I WI tit i �. litIt r b g GENERAL NOTE RETAIL INSTALLATION PRINT TO BE PROVIDED WHEN SPECIFIC EPOS UNIT IS ASCERTAINED. TO PAD AND ' "REACT" HOST JR T a A� '« ONE/4 WIRE - LEASED TELCO LINE TEL. CO. LINE INTERFACE e !u ! " F,• ,` HOT I I (� �f I 6 kA ^y Cs' NEUTRAL I I I I I I HOT )�IF i Rv;�, %,,r', v GROUND I I I CASHIER CONTROL AREA 2400 bps MODEM I I I NEUTRAL I 15 i GROUND I N T L� L T O N N T AND E Fyd— R E C TWO 1AC6262 ORGANGE 2" SLIP �� SLIP STEP DOWN HUB LL" ISOLATED PTR BLACK BOX 1 PTR w h STRAIGHT BLADE MSR LINE SHARING MSR (TYPICAL) TRANSFORMERS E T r 4 y (' fi OUTLETS - 15A. MODEM SHARING DEVICE I I I A B MODEM IS ON I I (1-1) TWO flIG6262 ORANGE 8 SOME UNITS - - HUB ELL ISOLATED CIRCUITS IN PARALLEL A/C POWERED STRAIGHT BLADE PER DETAIL DWG. E12 I I NMI NMI I I i I OUTLETS - 15A. 1.) SEE NCR F.E. INSTALLATION GUIDE DATED 12-27-88. EPOS BISYNC 16' * BISYNC 16' * EPOS CIRCUITS IN PARALLEL CHEVRON 2157 MIDLINE REL. 4. N PER DETAIL DWG. E-14. PRIMARY SECONDARY 2J OBTAIN 'NCR CLUSTERED INSTALLATION KIT` WHICH COUNTER TOP COUNTER TOP CONSISTS OF THE FOLLOWING HARDWARE: JACK 16 JACK ONE - HOUSE DATACL A IH-DLC CABLE B IN INK CABLE, 16' (IH-DLC) I DLC DLC ONE - OCIA EXTENSION CABLE A-B/SW TO CONTROLLER INTERFACE, 90'. (CONSULT CHEVRON ENGINEER 10' NON -CLUSTERED I 10' OCIA CABLE TO REGARDING LONGER RUNS). I "A` OCIA CABLE�I A/B SWITCH IN 10 NON -CLUSTERED I 3. CHECK NCR ZONE OFFICE FOR AVAILABILITY OF DLC CHIP B" OCIA CABLE ) I CLUSTERED SYSTEM I 10' OCIA CABLE TO FOR 2157 PRIMARY PROCESSOR BOARD U53 SOCKET TO I _ _ _ - - - - - - J A/B SWITCH IN ASCERTAIN IF ALREADY INSTALLED (NEWER VERSION 2157) --------------- ------------------------- I - - J CLUSTERED SYSTEM OR IF IT MUST BE ORDERED BY NCR ZONE OFFICE. i 1 r 4.) LINE CONDITIONER AMP LOADS (I.E. TEAL, SOLA) BASED ON U.L. RATING OF SYSTEM UNITS. ACTUAL STATIC LOADS , MEASURED AT SOURCE MAY APPEAR DIFFERENT. TWO -MODEL 2157 = (SSOVA EA.) - 1100 VA. TWO - MODEL 4430 MSR - (90 VA EA.) - 180 VA. ON - DISPENSER CONTROLLER - 120 VA. ONE - MODEM ANALOG/DIGITAL - 60 VA. I I CWITru Aor kInT 110M iu I — TEL CO. LINE CONDITIONER - 40 VA. SOLID CABLES AND HARDWARE USED IN BOTH "CLUSTERED" AND "NON -CLUSTERED" DUAL TERMINAL SYSTEMS EXCEPT AS NOTED AT CONNECTIONS TO THE "A-B SWITCH' AND THE "DLC CABLE". - - - - - - - DASHED. CABLES AND HARDWARE USED ONLY IN THE 'NON -CLUSTERED` -DUAL TERMINAL SYSTEMS. I M-3 OKEECHOBEE RD & ENTRY BLVD ST. LUCIE COUNTY, FL PROJECT NO. 07-1884-60T 0 � ��RE� I ofq -:( it E-20-000-000 3 _ 0