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HomeMy WebLinkAboutLUA86-050 - Large Formatrie ssa okie ee aN ce ee 1 ? ‘ ° = sieve riitcnrit cal Fae Siete) E reeininas se ait nail seca aa Ie ob na SN GES TPR A ee a mee ee Pe Wer Sera? ee ae 3 iy ete Dp ai Cag hot Me SUE Goat Aes Oh ae ae Be ee AP at ‘ % a ah oom wt REM aes bitin ae F : P Pate t : Baas Ear aats : é th 2 ; ’ i ear is Cee e p it ‘ eo ee Nts PRO ESS BOBS LS aN a? ee ee ee See 2 ener ae ree gi i : ae : ; Ee cea sei Ni ia Koen CTT resis iene pcpcen ane cnear ea c ms y ‘i ov — : ee me ’ —_— - neues : =a = = = “ 3 win ae Eis ts ig iE eee ee bs ; Be ‘ : JAE Fila {OPES dP a Mere pea es - é pontine cc es; “HE LEINATER EASA i a qreut | tt 10 BE FURNIGHED 6 " _ 3/4 CONDUITINSTALLED py fe REE ea ie | a FARAICATOR 14 COUIMN FROM Anos 34 aig LLUMINATED eae . GD 1x!" bam "HAT." or TION Pay ROUND Lox 1B G&A. 2445 @ 48) Oc. Leste BY Pascim sinter reeriel BY waNory A, cele sae BEET BUILDING /ZUNING Wir bs | -fALSE BEAMS AT— ! ! eellt cs snove, Saeere =oe ans eos | Ce NS | Top OF F ISLARD CTYPICAL) | | Be PES Si OR LIGHT! Ned PuBuict! RETRACTOR BAR ABOVE COM : a , / t @ 5 . NS ill SEE FEONTELEVATION re) 2. eee | bs ALCONTRACIOR.. fl a yr § a i! , | a : CLIPS 2 MOUNTING 8-0" S'd STERBL PIPE DOWNSPROUT INSIDE COLUMN < ‘.. BY FABRICATOR % / 7 PUBLIC ADORESS SPEAKERS OF -. CANOPY COLUMN NSTALLED BYGEN.CONTR. | 2-6 = > —— ( ] ] REGERSFIRNSHED © al be 1. €IRSALLED By SHEET. em ee ae = - oe Lets 88x 3/16" — . ae \ \ CANOPY COLUMNS <. \ ‘ 3d PVC lo FACE OF 18 | \ | pba sete im Bess \ Re eee -- DISPENSERS TYPK i ?4— CENTER LINBOF lh CANOPY COLUMNS i i | — | 2" Ey PANSION JOINT [~ (Bonet) 2:0] — FALSE BEAM oer: COLUMNS 40" nticRichfleldCompany 1 & Engineering yeles, CA 90071 's Company . Division of At iaeat suPPreT ANGLE. Lu! CONDUITS rm § 0 BY CENERALCONT'R. ae EINFOR CEO concete DRWESLAD p. | — RAIN WATE.Q CUTLET | WT ve | T | 1] ee ee , — w - ES Q (a (n I2-6" FRCHTOP OF THC HIGHER UF TNO |SLANDS. 48 \/2 KIDERD. SYNTA- CAULK ® SC 7 (GASOLINE PROOF) EXPAN TOK Jorn BROUKD COLUMN CONCRETE DeivPslAB- EXPANSION JOINTS // vs / : 4 a wo !- @ 2 ae SECTION & SCALE V4 #1'-O Sree —-—-- ———LINE OF CANOPY - FASLIA ABDVE a 18-0" EX PANSION JOINTS AR COLUMNS 4 AROLND PUMP ISLANDS (TYPICAL) COLUMN CLADDING AROUND COLIHNS OF oe Me Ta aan Be RETRAC “\ \ ye al \ | in® sone! | sr orl TRACTOR BARS( CANOPY COLLMS. _ -2!-0" CANOPY STRUCTURE | NOMINAL) R) 44'-0" DRIVES_AB Eee | 4458 PLATE SEE 7 IDETAIL BELOW 1" DRYPACK 4 — | | | | | ee { ceili? Gui ‘mana eae’ oui” amma he 0 “es niga sete Aaa: real P ISLAND RS& ENSERS Retail Marketing. 20 ¥ sy H i WY es TOP € BoTTom - oe ark ape ; Bee \ ear ve yoo ROOS AT 26'0.€. - L_ BUMPER POSTS BOTH EHOS Na . ‘Ay | OF ISLAND By Gan. OF 1SLAND- SITE PLAN oN MAXIMUM AT TOP AND ae + CONTRACTOR rae baie: ao SPACED IOmISS ChaSES x j : ae Boe : pe : : f ateners | { +¢ Ps if Pa He 5k Mis § t Ae 7\ ‘Ee Sees ee ira epee watt, 1a! : SP Badiucime so as -10", (* i - IO", ~ SS eee ey alae PS Mee; )}. ood wt to FP A 7 A : i it a " i 4S ine Daman a i'M) oe has ale ah oe Boe had Pit, Bi Noa a AM , Fd A ‘ * e ~a ’ ; - } a Dee area ra eet % ery Soe eR IR SE “a n { i ie 4 Bec, ek ee) Po ene Re rad Ook eT NCC at JA] Ty SOR Magee REET ‘at, ee See ee : : i a Cre, : ARCO Petroleum Product {20° “aswoe OPENINGS aie Cap eEG™ RER'S TEMPLATE ~ 4-0 iN 3" DOWNSOUT & | “SO Pve Torsce n> |e ——— att i < iH 3 ial titi a8 eS feral ed hem pate cay RR eae nae ee ice aaa ch Leads casa Dia Sy ia [ES Oe eet ees eke ROE Sa es Fig = te W Me i aia SEER _- ar te AA EE DISPENSER Chase —-J—___.__ V2'd R006 @ 24"0.c,—1, EACH WAY “o U2'> Rops wr 4BONOM foo COUNNUOUS - — Var ; . Pater wy | waseons. \ \ A ypsagoen y | eer \ / Gigaine ex ment (Fat (®» Oo ieee | . & (4)-573 MB TYP) aul) (27 : WON’ wiox!2 sien >a | 4) ey oc pea pe meme 6 tee ff gocauce }_ GUTTER ia SCALE 42 1-O° ( PUMP ISLANDS /CANODY PLAN ng Leaf A py —al— (22 *44 mae aN Fa & Sa LE A ose L. Ae we - oa a r | DEK AIS S@—- 1 Rk a LL 2OGA ROOF | 3°B DOVINSPOUT \inp caw 42-9" oe a5 eae wh: : | GO YP) | “vey ] Fixtue. ae a DECKING | DRAIN DCOLUMN one ae mo & 2) a eee 5A a 38", A : an ane . an OF wi 412 ABOVE OF COLUMN OF W I2 KI4 9.4! | : é ye | ba ig , APOVE $4 ee 6: Ent aad ae - FLOOR PLAN, ELEVATIONS @ DETAILS ~ * ‘ BN ¥ 0 j a2 | of SS eee (Ee eigen epee a ca Ign ae ig gamer erp ioe eT RRR RAR as ER een a a mae ace | PE INTERNA MiNATED o | “ ges acess AROUND CANOPY cue L 4 ae eee ee | | { | ! | a ae | | 2 PUBLIC ADDRESS SPEAKERS ON —~> : | 1 a hn i je ____ SHEET METAL WRAP AROUND : ~“ZLANOPY COL. INSIALLED BY GEN. QHT'R, ; ' es Yo bd lacing + 4. Hh pe.’ W BY FABREATOR - ere PS LACK, i al ida co “hi! me ale PAIN TCOLN. WRAP BLACK, | pene i et! oe ili INSTALLED browne. | (BY GEN CONTR) Se eee ealadi its acti 0 Na eat olag 8 ape [Heme COLUMN CLADONG Biel sé’. BKB BAG" CANOPY COLUMNS INSTALLED BY OWNER i , 3 PAINT BLACK (eY GENERAL CONTR) INSTALL 4°« 7°RETRACIOR — 26 VUE Ree = DAR BY OWNER | tbl oe . wh — | a ha ae | eect ’ 1 3348 Ve wx 3} — z é | + “tae oa ae | z- DeDALL- IR WITH (4) 476" 26" 20 UND CTY, HOOKED ANCHOR PLrXTS Bom EXDS) KED ANCHOR PXXTS SLAND REARISLANDP FRONT ISLAND - CONNECTIONS BASE PLATE DETAILS |Iuw. 8/4 y'. o* s aia j nH & 8 ae MIE RSA TE sm emnommem a1 1 a a -_ “—r seis ra) ‘ ! LUMN CLADDING ———» i} Y OWNER) }! aa P.ARSISk vig) oe - + 4 WITH 24" ILLUMINATED FASCIA & TANDEM ISLAN i2-6 DOUBLE ISLAND CANOPY CLIPS INSTALLED Hk GAWOPY CONTRACTOR. =f! | NFORCED CONC. |! ) | ISLANO OiSPENSERS (TrPiCcAL) 1 | e / p —__— REINFORCED CONCRETE - i IB) Fs | pease in VAs PUMP I6LANDS it lt. a. SPE STD. Did ccm y °°"? 8 ae [12P OF ane. oavesisty - COLUMN -RE TRACTOR? ae 210° “REVISIONS | A[>-4-85|nersen sechiols GD 4 @; swe ¢ rrosly crevations A} 1-26.85 DIMENSIONS ON OA BETWEEN 4 OF Co: AND COFW 20K Pay REVISED, ' Jo-5- se] nENKED sections Bi @ TRALTON sa ' 19-505 Revise DIMENSIONS. 10 44*32 overate PND FURNISHED AND INS! ALL " FAgUA Frit VERELOW BAe REVISION BY a4 Le. Land Planning, Survey & Engineering Speciolists © 2 YY CANOPY COHTRACTOR be : Lchthioas ee Hipeas outed Lod teat al eS 6425 Se 1901h $4. Suite 102 Kent, Wosh, 98032-(206) 872-5522 x Sete ee i, ara, a iis ‘i : 0/185 | Revise SECTION Nn ( =) DeTH Perret: aR FRONT ELEVATION __ or SIDE ELEVATION SCALE! I/4"2 IO. Z _- SCALE 4"* to in ; | OUTBOARD 1$L4uO%s) 0 Z\ : REVISION BY ARC 50 Barghausen ca ve ae Consulting Engineers Inc. or R . a . i i S Dane icd : ) gee eee Paes : ae " ee mS sa: a . ” . — . 7 — — ae . FD SEMPRA IOS OE EE Te ARPT PEN PS ioe WDE Tr EVEN CePA I De nn NS Fe eae Peer Ts OR 5 hs + Dae z %. a | : : iene —— Re ES nes ees a a ees nS = a | a So RE ‘ SES GOST Er — — none en ee Eee oe eee a NO eT RE a ah a a rican Maa cs PAE Meo eanes Lies ee ene Pi ae PRG IS HME ATE EE FE ag a Bye Geb, 5 Sains ae, Bier ahe 5 EIN rie Paap 7 es (a et cies MT eee es pace 8 Bia cae sam aa Rage, <b es Bri a2 et . sin : . zi all is pus i: Pighb. ie deat TE A a Pe Ome NS SE ie me tay ch ee ee ea fhseis epate ones ac ie Ae A el cg ee RRO le iC EN RN ea cutter: | ” a = A es cave as 3 ae: = : fi f ibs ae Soe eeheee see t See i fF DA ‘ piiiczk fn Sih ir oreten es ine sa) Ss} ‘ eas itt Peas is liege as spol is? ARG I caat te iste e Sha arth Tae: or pe eet eee a4 irc ° wT ys ™ ea x i be Uy # ab te lige eae! a i Baa i es sc eee iF : da yi Be 91 angers ; sag ign oaamee F + ete ws mca MACHINE BOLTS SUNK ) ZL Bx 3K He" WITH GX y2" x ''-0" Rr - 8/6'°S MB. 2Ke 016" a | LA & 38 sto. ire : COLUM ©.0. 57. 3'- 2 > 2n'-3/2 ox 1" X0'- 8° R - Ble’ Srvc. BOL é 52' 7. hse it v | f ’ | | ! | ee auGEs | ec er = | co) ~TOR OF STEEL ="! 4 4X10 FLUSH | SE EY L3"g9S7C PIPE COLUMNS gy TEE a aca #2 ( c.) iS t nN 0 Seid cdiiniditcmesigtibig’ as eteilae < ™x 10" © 24" © 2DF o mn _ = ey e CN It A it eT ayo Ae wae TxI0°e WO C. 91 aN 8 IDF “5 a ee s9STL. PRE — TO. PIPE —~ | COLUMN COLUMN “ | ! j 4°x10" —=#& : (A}~ \ 2 O. F. ee | pi ee a. > UR 10P oF steet=12'- a2 (13 7 i8'- 6" @- 0" | 7-0 = iq- 6" -——- ve Og alee a ‘a i mie - 1 BRE SS i > ROOF FRAMING PLAIN SCALE Ya" - \-o" -— METZ RHANICAL FQCIPMENT PLATFORM i |} + 3- FLY BUILT-UP FELT ROOF ON 53/8" THK 2_YWOOD — : £D.6 eee CONTRACTOR SPALL We dc 2 20» LICE MAKER CONDENSER | S08 “ ! 9 | y a | A wi! / ed <& ’ ! A ee . Up's 2OGA STRAP W/ toe ‘ 4S @ &” 14/TO BLOCH sare 7 ~2'x6° SLOPE 21/4" PER Poot , ys 4"x 4" © 6? STUDS : e +4———_ 1" x 4" © 1 STU 114" @ 16 (4 Moos _ 4'*xjo°e 14" il a, oy w SLOCK ING @ 4.0 OC 7 j3'- o* UX6" PLATE PS REY 8/8° PLVYW000 — zx 4" - BOuseraAy NAIL ING 2°X4" BUG. -2-1Gd/ BLK Oe OF LEDGER = eT +—— 2°XG" LEDGER WITH 3 -lod/STUD +—- JiImPagon ABSEN FRars AMC ROR Gorn gves EVERY OTHaR -I°XG" PLATE 5/65 PLYNQ0D ° | 2"K10*@ 24° 0,0, —’ STEEL BEAM See S/as LU 210 HANGERS —e k}——_erx a" elo" = \B 3) "tor ae 2°* Sue A387 i, 0" JB 210 HANGERS Saaew vee SWVWcBs- Sts es — ZY NALER WITH ¥2"°6 CARRIAGE BOLTS @ 24'0,C. (STAGGERED) AI\ATKID GA. STRAD ©@ (- @eree. wy G- [od WAILS aa GACH saan is SHIM OR NOTCH AS REQUIRED NAICS | (NTO \L 2xw" comtinuoUS LEDGER WITH 4-!6d/STUD 5/8" PLY Wa0D 4*x0" BEAM — i | X2"x 10" @ 24" Ac. N Tor JOIST e ° Seas 1 ee I 11! | t 0 3a" UPSIDE DOWIN HHU GIO TR SF XILSLOPING 1°X4'9 le? Mic" R sw W/2- See ACH. BOLTS 3"3 PIPE COUMN ~ Bon e OOM ata Hh 54 iN DOLE ye O.c. WY A" OIG 45 ; (x) @*x 4" % — 2-2°X PLATES | 4.98" ™ | ( COUNTEF ; he ee -VARIES | BN ee Np 2x 6 BL KG. \ | fed / BR. 4° 12" BEAM (SLOPING ) 2°X OKO UOC. 4 | | £ — | BEAM f % A ’ — SUR 210 HANGER pe 214° CONT. > ] rR >» > erel enlt . expended Sener ai ‘size end te The genere! contractor shel! e to be t's x 2950 p.s.1. Wood framing herb gpg the ere fer quality perpoess eniy end Go sot require speciel Piywoos shel! be exterior grate per PS I-?4. ' aembers shel! be Deugias fir (coast) 62 grede. Welding shel! be done in the shop of « | icensed febr iceter. Ml stucce fialshes shel! be on 3.4° per square yerd self twred, paper backed este isth. Paper decking shel! be PSUU-8-790. | Uni fore Bullding Code (U.8.C.) 1962 Esition © 25P.5.F. wind © 20P.8.F. of sheeth Ing: sheeth Ing: 12° 0.c. tip pense 36 + ® > 24,000 P.S 1. tng Grade 40, fs - 20000 p.s.!. io et splices 50 ber diameters. See éra@ings for concrete protetive cover. ry ve greases tn eccoréence with West Coes? Luster inspection Burem Gras ing 6. on end Joists: Me. 2, P-0=1,250 p.s.!. | Boess: Ms. 1 F-b-1,300 p.s.1.; 4 x Booms: s: Me. 3, stud f-b=600 p.s.! scel leneous Framiag: Ht bolt heads end auts beering on wood to have heevy cut weshers. pd framing selling in eccordence with Tatie 25-0 of U.B.C. me m Piywod Assccletion (A.P.A.) Group 2. 5/8° C.D. 32/16 ( inter lor with exterior give). ting with 6¢ comapn nalis. Wall @ 6" o.c. slong periaster of roof end plywod sheet edges. > wire mesh with Mo. 11 geuge, ple, 7/8" legs @ 6" o.c. Barghausen Consulting Engineers Ine. Land Planning, Survey & Engineering Speciolists 6625 Se. WOth St Svite 102 Kent. Weeh 98032 - (206) 672 - 4622 X12" SLOPING BEAM BEYOND JOATE REvVIsions Wy’ /85 —<sT 2215 REVISION BY ARCO ee REVISION BY B.C.E. 10/7/85 REMOVED FOUMOATION ALAN AVO PETALS G £ 70 (S&E SWEET A-3-A#) ADDED 2-RESTRODM CONTINGENCY eee y AN Hay 27 1986 BUILDING/ZONING D pany sign & Engineering 515 South Flower St. Los Ar P BOR ate co ace em 71. geles, CA 90071 Division of AtlanticRichtieldCom + Retail Marketing ARCO Petroleum Products check end verify el! dimensions end cond! tions fore proceeding with the work. Any discrepancies shel! be celled to the owner's toa for his decision pricr to starting eny work. costrector shel! powr concrete footing sisbs end sidewalks with enchor He shell eiso Suraten, foatett eg connec ¢ etl electrical, dink TAILS et 20 devs (foot lag oni y) (See Mete 9) exposed concrete sisbs to be f'c = 4000 p.s./. coatrector shell provide 2--1/24 ¢@is. holes boots to rua lines from ice maker condenser end from SOR. soduler refric. condenser to the respective wnits in the storage roos. Goots shel! be loceted under condenser (see Mote 9). tn reot with wterproot Type | grade 8 bullcing paper. instal! pertiend cement plaster corver releforcemset by Western Meta ieth op el stucce cersers. coatracter to provide veterpresf tects run |inmes from usik-in cooler eondsnser te prefebriceted cooler. Me shel! verity expen? of requires boots wlth prefabricated cooler asnutecturer. the roef ia oréer Selemic © Zone 3 sign sol! beertng voles © 2000 P.S.F. Beer footings on solid undisturbed certh. wier tootiags 1° -6° below ed jecent evtside finished g ede. B.C.E. FOUNDATION TYPE _ >. 2, t-oe!l 2750 p.s.! Mo. 2 and better. All rnells comapa ihe] FACILITY 3 | Welding by certified welders using AWS AS.1 or AS.5, OXX electrodes. Design stress through veld throet area = 10,500 p.s.!. spection requires. 1-1/2" long, 7/16" head or Mo. | Stucco to be ef least 7/8" thick. C.E. JOB NO. ee ee ee Oe Pe cig aaa attr ig tins Ue CR A ae sak oA tae AS Rae oh a a Bi tens ee Meee. amr r = FPS ee as pila ee Beatemea mms ia ee Pt tg Ee sey ci ae Clee 7 VASCLEAR GLASS iq 4-0" + 1-~ t Ss en aon i / "XG" LET-IN DIAGONAL Sy BRACING FROM TOrP TO _ BOTTOM PLATES AS SHOWIN: ‘ 3 —_ CHEE mini rT +: t market , -~+4P>---F bs hy a o* A ELEVATION -20 AMP JUNCTION BOXES FOR ILLUMINATED FASCIA AND "24 HOURS” SIGN a | CEM. PLASTER FIN. ON viel: EXPANDED MTL. LATH OVER 2"X4' STUDS @16" 0.C.(TYPICAL| SEB NOTE !3, SHEET A-23 at a hag Pits ininhd sacieaiaih — PAINT SAME_COLOR J aoe AS'"'"74 HOURS "SIGN Bais Beira mintmarket., ART OF acc iA) | arr KG om — gia a at ame a ade a —- - mae Sa 4 r oN ELEVATION Seca Se ee ee 3S Zi a SECTIONS 4 tN TRAN ce Doors Td BE BLACK ANDDIZED | ALUMINUM FINISH CTY#/CAL) _METAL FLASHING Aa"X 4" SQ OVERFLOW 13'-0" b-aiaate WHE CALLED FOR ON SITE PLAN PREF INISHED FASCIA PANEL BY OWNER ‘4 ak LEVATION KEY PLAN We T ) > REN ray 27 1986 = CITY OF ole G I: q as | 2OAMP JUNCTION BOXES — a $—STUCLO FOR ILLUMINATED FASCIA | 7 & 74 HOURS ciGN \ 4'-o" qo" "OSHA" TYPE LADDER WITH SECURITY DEVICE a a a » ELEVATION SCALB a" sl'-O yN 4.0" - ELEVATION EKALE Ww" 21'-0" 2" x 4" STUD JDINT SY "KEENE # CEMENT PLASTER (STUCCO FINISH) OUCTFRICHET CLEARP RINT Lome TYBICAL EXPANSION Ta = 1-0" SCALE DG.” 2" x4" VERTICAL \A) CORNER STRIPPING —— STUCCO FINISH CORNER SEAD ———— | / CASING BEAD — 2" 2"€ ENDS OF 2!«4" (TREATED Fenian vse pans Ty gl HORIZ STRIPPING 2"x 4" sTuDS Sh Gre Bo. FIN. WOOD) FASCIA SUPPORT (TREATED wood) G CORNER DETAIL PLAN SCALE : IVa" in \'-o8 qt on Sia" EXTERIOR GRADE GY 2'x 4" CONT HORIZ FOR - MAZLITE Pavel iw o- -omnwewnee= - | hi NIT a \ J\ : REVISION BY ARCO ih ke REVISION BY B.C.E. Barghausen Convultive Engineers Inc. Land Planning, Survey & Engineering Specialists 64625 Se WOrh St Suite 102 Kemt Wosh 98032 (206 872-5522 ibs RG awe » ELEVATION — SCALE Y4%= I'- Oo" STAMP @ Division of Att Retail Marketing esign & E 15 South Flower St., Los Angeles, | 5 peace eT ee of aN Pat os ite. Sih diaawe S pai : : ARCO Petroleum Produ: ¥ 2 A PT fees etme, eee Se pet ae SP ee a ee Sars Be its toy ate oe sc 4 q a NEW ampm FACILITY ELEVATIONS W240 [foarte] REVISIONS | o/8/ 85 ee CRA | ( et Revise TO REFLECT ALTERNATE FOOTING AND STEM WALL TYPE FOUNDATION ah eT se B.C. JOBNO. a ‘ie, I) | mT PAINT Door ¢ SWITCHED (SK (3) : | agit ap pees 6 . ee on : ; - 7 ; . | ee ‘SaaS eee ( = 1 pw . wee. ee 14'- a" | = omy ae ~UTILTIY/ STORAGE HR. — MAN SWITCHBOARD SEE ; ai pe ; ; ee —r——S CONSTRUCT 1-HOUR FIRE ELEGTRICAL DRAWINGS _ | ms wo 8 a an. . Jf = | | RESISTANT CORRIDOR. i oa) 2 ae | ee IOQl See i = 4 ‘ a if deiananiuiataiecescs: | IN APPROVED ~FRAME) je es ae S a 4 it: | 1 3 — Gram ces = 2 4 e4 7 uaareamaae | Ti at “f | ) seen 2 4 = Cnorte( 5) on ALL WALLS.——_——™-.._ | a oe ae | Be SR gs exer | Bo ama aD ; £ Pe 2 [= a | | FACE or-a echt a | oS acy Ee Ei Yass | _HAND SINK —— . @ = a = ; [stu>s ae ; ; ‘tt SINK i 4 4 Alas ZALES AREA , itm ©O-- — === —— ae =< : 4) 12) ko i | a Was ey ART 2O | oo le , a +o | to4- ——# < ay la ae | t lig aR FRoR ; % q-- ei | a | : a \ gt UL Wi o QO} |. i eye Wee. : | eh at “UTILITY /STORAGE oa ak ~ @) 18) me) ’ oad I ac es F Wear / (ea Coe ag Ninel 2 ast oO G | ore NOTE {8 x ie Iwo Lins CE /.. ke aa | aa 2 rie g Fe INTERIOR WALLS) SFO OOO * | a Be oo — , ; : TWA EES” PC TARTING POINT : ie oe LiBee he. Pe x} + SSA eww G TOR SPACE UNDER COUNTER PT (Rs Ege ES lt paRT 62a | Ofer f\ @ | "aI ~) t= === SS E | Q. ; , | i | ti | KER |] % \ =| 9 ee en » Hi : ‘A a 12" X 12" LOOR SINK WITH . 24" ae we i bes : Ae = 4 ; QQ SS=== —-4 ai (Ee | COOLER, _t qi-ot \_____ a's Tp, PIF ote ‘6 D cs | — 7 ‘ ae ae te 2 35 © @ : oi . oo Ae Oo gf | FINISH ¢COLOR KEY PLAN | oe : [A ae ‘ i — Ss | SIMILAR WALL | of) FOR DETAILS 5 fe 2 ® > J SCALE: Y6t=]'-o8 . a | 4 AEOVE COOLER. ~~ vary page —|= a = : re | DMG. - 2285 SHE 1 ae 1st as CL e) | ) TT iP | HAND <iNK— so 38 Ate a Lr = U) | ROOM FINISH SCHEDULE | . jay | a Sa fc 0 Su | Nuc Mee CEILING a ERREMARKS | : a Bes | | , O fin ES Be] |) i eee) ela |! bi ' . 7h ee oP < 25| (ge ze | [eveg ize Size] [Sale eel eh | (te a | Seca. | LAs aI a? /\ Li Ne | | LOCATION, [RB ve >of Is wis |Gz\Zelou! joel [Seta | i" | aS ia, RS SEE M-378, ANP : 1s a 4 | z a /| fol \ | SH] fecisdlz | PSSIREIRSISHEE] [eel Reise | FE || el, eee i Ce OGD | a z0— a PALES AREA 4 fel fe} | fel | Jeje| lk Beco 7 FLOOR PATTERN | mi: : _ | KOS | A a A es } . oh a! | ] as P & BB ray bi Mod V4 ila § | — ws ! : | E Nid , ja calms aS tA Se Cae ; bi at ; A _,% : < : a EERE Sante ea me | E | i 4 FY ‘ a ta tid hal i ¢ F Ree SP bn ee MMe Ream eer es ‘ : se ‘ Sf a WOMB E 3 | = ; ; : f CRAG & —_—————+- — : TEESE, a ee eae (TRAE MESES, Seaeraee Ml boas: Sreeemene ee eS ay ritae F ; i : ‘ of i ac eal. cis bia ee i ™~ i : Ee fpmer ch leg ee ie! mo 3 . ‘ f it Spe Sea CAt Stem rseamas TR eT ‘3 r FER ee i ivtss Saag? Sit mY Bieiiad6S 6 eds ce Fe Pe ; ae hc} We Peer a ptlee ee tdial ati eed peateee te ¢ i ee 5 ; j ‘ nf : Sir hid e Re es ee 3 POE Meee ee eee RETR GeO Gey BMP RE +s sky EE: YeNORE Tn Citeere GEES Ema E aor — saith ies : Rina apical mutes eile Cam ale ed tb Hae r ‘ HED Fait HS y rE) ' ee en MSG ZAM Ci ADs ie @ is! 2 " 4 a i , ba * BS pit scares TT ty seen AG Ged e. ee pang 20 ay = ay at i " : P ab} ae Pte E Ne INS is SCRUMP RNP Seon St sigegs oe nee RE a Tao 0 ane ERE 1 Oy Beha det, 20" Yi eee? sad Beri taeh Os MRI ATMS EN os et ot gle sie Mert Ss eine i bho: lea Find stgae ge | tbe i . Big tee oei et eee melee: Rese mea eg EEL OU Aa Lig Bang oe cee py Woiennan med Tic MULE APU ream aR hl cot UaE ONG Yet ary Seach ceed ee a i ORT is ES Tae oo ne ed ayes Wie tenia Die: | re 7 A ¥ pea! " i 5 =") eee ” : ’ is fh pa ~ f aha ¥ ae wy aah > ; : NROEP ET Gaee re eg tie sense if ass Teter iA (emia us ee ee eu thy eee ENB oa ti al RE, Seek Seema! Ga) id Ree ‘ i eaeatieea uaa, js 3 , } a a alge ’ ae a aes (i eatin 4 Shot padi 25 . . a on a E ed CERES eee aU { coh Ri hess : , | i E Bh 7 , ed ‘4 ; Ahad ee *, { ie , “4 1 ; 5 we et EE. -- : SALES AREA i [1] SALES AREA CEILING <HALL BE 244'a: D | WIDE ¥2" PLYWOOD BACKING FoR MARLITE PANEL is | q 1 ACOUSTICAL TILE CEAINER AL ise x4 cua, 1a) nee ¥2" PLYWO KING FOR MARLITE. PANELS ! 2A4G NOW COMBUSTIBLE RATING .cEIL INSTALL R- IN REST ROOM. fp ATE SHALL Be Floor To FIDERGLAS BATT ae a " A” CEILING. ! 2] y.AT-1 FLOORING SHALL Be "ARMSTRONG"EXC ELON DO ort a ASTIC SURFACES ON FRONT ¢ pact, | AL ICA" Tle # 516.43 "CASA ORANGE! VBIGA. Oe tie. FINISH, FROM FOR She i Sagan pelle COUNTER. DORAWIK 3] VAT-2 FLOORING.SHALL BE "ARMSTRONG! IMPERIAL 8} COOLER . | FRONT F HA ieee mn 1 QUALITY fF 51836 "SHELTER. NE ond — WHITE = FRONT FIN h BOOLER. Airrertt apie 4} AT TERN OF THE FLOOR COVERING AT THE [4] DO NOT PAINT PREFINISHED MATERIALS. MRE AL ALL BE DIAGONAL STRIPES FOR TH epi : 2 OF THE SALES MD 4 THE ENTRANCE DOOR Ree Hoe LAID 45" FROM | [BT warre rainy suace | Ps | FE | i 2 aes: NTERIOR : "SINCLAIR: FLORAL WHITE 41G—T | 2 | Bj Zw Cire) Ff '¢ sto pipe > | S PREFABRICA] FACE OF WALL & “Cor as (a 4 , ‘4 — SEWED INTERNALLY aes rs ILLUMINATED FASCIA PANEL — —+—_ uy BY OWNER a | al i‘ | es STUDS — Face gr cohcrere WALK ie if 4° CB "ay TR PEW Ray i ae am | 42'- asad ‘Dx 4" , aOR 2 a HALUM. | NARROW STILE PAIR. OF Ox ORS USING ROTON HINGES | qa oN 3 | Ox7 dx 74 Crs INSULATED [HoUWOW | PRovibDe LocKSET d | 3! 7! dx| Zl : Sed METAL. GeO ROVIDE LOCKSET % Boy Thx 34" OD fJ\ INSULATED [HOLLOW | PROVIDE PAN SWARE 2} eee ae Seen | 4 de oliheit NT RED __JMETAL ETAL Baas Orr ye Rh Co ee | ot | 52!-o" 3-9-8 174" bah FAX law HOLLOW | PROVIDE PANIC Hareb a mtvisl (A seas Se a) E ee. ee ron ee ee ee. oy Toles" TE [erat METAL [PROVIDE -OcKSET ! . on FLOOR PLAN W4t= '— L- 1OR: EXTERIOR CEM. PLASTER SHALL BE SANOPINISH © ye 7 EO ES i ais by AND PAINTED WITH A PRIME COAT OF ETHER: ; AH : : = Hy DUPONT LATEX Block FILLER OK PPG “AQUAFON" _ - “| PLUS B-497-986 AND FINISH COAT ; A-299 am/pm SEE SHEET A-7 K F ZA MOUS 8 het” * ; A-7 FOF FAINT COLORS & : . wore ee GRAPHICS ABOVE 7-0" HIGH AT SALES AREA Miu ¥ oe tie a i therm DOOR “SCHEDULE = " k— face oF stups a ee ee es = v7 od NEW empm FACILITY q! 2 ol ke 2'-¢ . E |r : Cee. a Q FLOOR PLAN, FINISH SCHEDULE © COLO! N _ . ( a * SECC EL 8 ! : . 4 “ : @ : : é ) THE TRIPLE, COMPARTMENT SINK IN STORAGE ROOM SHALL . 3 4 ; BE G'-0" Loss "EAGLE? 187 L &R DRAINBORD 1200 SERIES ; : W2eA&UVQ0 i Y AS MANUFACTURED BY METAL FASTERS ROO SERVICE ; co | a i oh aa MFG.,INC., 655 GENWNOOD AVE.,WEST SMYRNA, DELAWARE - : i : 4 , IAAT, TELEPHONE. (600) 441-8440 OR (392)653-551 E - REVISION BY ARCO ee LU col Bh Ne he Bl. NEW wd 27/8 BDDED OFFICE WALL, FIRE CCRRIDOR, FREEZER “ip oT ¥¥ : ; : L ~ ” T RESTROOM DOOR / STACKED WATER HEATER AND SLOP SINK | : REVISION BY B.C.E. Et oe arto (coerce ampm © ADL ENTRY, DELIVERY £ REST ROOM DOORS SHALL 0 FOR a wet R THE MAIN t c= DOORS | *RoTONS _ HAVE AUTOMATIC DooR' CLOSERS.- SEE Specs. CONTINUOUS HINGES # 180-214-863 Coner: ALL EXTERIOR SMENGINIG DOORS SHALL BE WEATHER ois €- KAY IN - Rates CORPORATION ier Ee bh TOM: _ = ELLSWORTH |. a © ALL EXIT DOORS To BE OPENABLE FROM THE INGIDE MR. JAMES KAY i VILLA PARK bp Golisi | IN CASE OF DISC REPAN CIES BETWEEN SoTE PLAN Barg ausen : —__. WITHOUT THE USE oF A KEY om GrECIAL DEVICE TEL. (11a) 855-03: TEL. (312) 441-0900 BUILDING DRAWINGS - SITE PLAN SHALL ALWAYS doeaultine Engineers Inc. | a ae : ; o FROVIDE FLY FAN @ EAR EXIT, Dem, . ' ; aOV ERN Lond Planning, Survey & Engineering Speciolists . Oth St Suite 102-Kent, Wosh 98032- (206) 872-5522 OICTERMICH POST CieaRPRinT tor ~ $425 Se ! D B.C.E. JOB NO. aE LS ae TORU om ANE pone SEPT PR Gin TREE O81 FEPE RITE (Seer a ee eure Fyre ae eae iceed 0) lg, BD Be ae tee nla 2 ae Stead Be kan che eu ee ol we el! Mul Rt 810) nol” ee aia E . ia : i 4 ‘ ; 3 4 $ 4 “4 . i i # { Fe : 3 “ . ,) an 248.11' Baap Ret maa ee } ) hie shai a bias eb ‘ y BUILDING/ZGNING DEPT. Wry wa Engineering 3, CA 90071 ; yas f bf 5 ca Ste q sees? | I pe ts : 3 Sa ey : Pee - iss = 4 is a _— ee ; or 3 Fly bee eo ‘ - _ Fs Bt % b, i ai i es eo fy dg tin: i By i \ at a ce Re sy ee 4 , TRAE AM Sit Ag ta NSE Meer ee EY een eee RE $5 Sas is ak bist i Oo Seen weg PS: i : : ‘ Bes Gy hee sat he iio eae SAY AFAR RRR MEL Aa Run tee get 2 WU gree 9 $2 Nese ge Re emer eee gee i ei " CSTD Bone FORTE SEE Paiabing di} rf ee te ears ee eee . q Aiteeus (aes age es (tas REA oe assole: , hy rat ree i é 4 : oh esa a aelieb " te a Shih iG ee fe eet ae Senor he emmy | parce Si eae HE Sg tis ade pe eae aca = fi pare? if A Se bicay # # . iS ye : a WreraT Div 2 io ae a\ \) a ay) i! ' yf | HHH / S f/ py igiii | iif ae 1 a ie ai Ai ne 6 1/ | IP calles LH | , Retail Marketing 515 South Flower St., N.E. 4th Street 4 ‘ “A iy 7 : i <412 a a ‘ { a : > | . ~. * i: . en | 4 . ‘ : } 3 gig : 7 = . a “oA ATS , : ; ° Bi ° So — ¢ ae . 7 | ers i ‘ ¥ - LA A ¥ , F ' : : d ; oy f: ‘ —— f e e i: Se £ 3 i ; pay | cas a'‘\e o - section a-a ne 4th stree' a Ea) 1. Inspection. It Is the contractor's responsibility to review i fe the site and report any discrepancies to the owner or the owner's tf Landscape Specifications: gens |e. Ke “oS % ‘ : y : ~YOOOEs | i; Save oi/* ’ e Bh th: one i : ° is ue lg , . M logos representative. All plant material and finished grades are subject é iz to approvel by the owner. Repair and/or replace items es directed : i Soe by owner at no additional cost. A i \ tS ie 2. Protection, Save and protect al! existing plantings shown to ye ie Be remain, Do not plant until all other construction operations ‘ ig ved ¢ z= 4 awl OW LL < have been completed. if an irrigation system Is to be Installed, 5, a ; uy Y Y pts gf ia ‘s [ : 3 ro) = me > oc do not plant until the system has been tested and approved. + ; Z : a/ “S Handle plants with care--do not damage or break up root ball. ; ; ie 3 ° >> @ 3. Repair. Ourlng the course of work, repair all existing planting 4 z : ya . f ?-\ y ; - : . = = ereas by pruning dead growth, reestablishing finished grade, ; ia we fei} > e [ fs oe a8 ag | remuiching to specified depth, and treating soll with an approved ; ; le 6 AL : ae 8 + + Si + eo + ao £ pre-emergent herbicide. Repair any damage to curbs, paving, Mi ay a e e eo ; 4 : lighting, fences and structures to the satisfaction of owner, "Be ; NG a in CUE JOR SS eA Se NR ee Nh > at no additional cost. ii } > SX ' . _ : 4. Preparation for planting, Rototii! four Inches of new topsol! i" a La : a 96 55' % Into existing sol! to a minimum depth of twelve Inches In all Tv gale daa aoe. 3 % 7S Vv. 2 i new planting areas. Remove ail rocks and foreign objects over r . aaa |} MIN] MARKET BUILDING at two Inches In diameter, Add dolomitic Iimestone In all lawn areas et the rate of 100 pounds per 1,000 square feet, Fine | grade and prepare tor sodding/plant Installation. 2 ach x fap / nance. at ts P , ie oo ‘9 bz Bik Pa noel 7 ; j ‘pe . hae ig stairs : es ci ‘fe 4 ee ee ie 1, Plant materials. Plant materials shall be Washington Grade No. 1, aes = 4 sized In accordence with AAN Standards. Plants shal! be healthy, ey we < Oo a ‘ “vigorous, free from disease, pests, or Injury. Root-bound plants oan iss : . sig wlll not be accepted. Oo not prune or top prior to dellvery Fea Sis ae ' ° to site, Substitutions are strongly discouraged. 8 & B Indicates Ay a e Siok: ] ep) balled and burtapped; Cont. Indicates container. ve = = i 4 : 4 a ‘ bare ag i j ] . ‘ 2. Topsol!., Screened, sendy loam subject to approval by owner, By a ize. 19 neat LWW ’ - adie ul ] 3. Planting backf Il! for all plant material. 25% existing soll, N i 2 1/23" CAL. B & B, MA EADS, ‘am za m 50% new topsol!, 25% composed steer manure. Mix thoroughly. ¢ fj ; 12'-14" HT. WELL BRS : iP a ‘ 4. Mulch. One end one-quarter Inch (1 1/4") minus fir or hemlock i B. 4 a a bark maximum 208 fines. = 2"—2 1/2" CAL. B&B, M ADS, a FiInieH 10'=-12" HT. WELL BRAN BOVE 6'. 4 5. Fertiilzer, Agriform tabs; four per tree, two per shrub, one GRADE: per groundcover plus four ounces (4 oz.) transplanter per tree, two ounces (2 oz.) per shrub. Fertiiize lawn with an approved slow-release fawn fertiiizer at the rate recommended by manufacturer at the time of planting. 6. Herbicide. Apply pre-emergent herbicice to ai! existing and new pienting arees at menufecturer's recommended rate. dostallation ME 1. Trees. Arrange trees on site In proposed locations for approval by owner. Excavate pit, plant and stake, as per deteli. All trees and supports to stend verticel. MIN. 6" HT. B&B, FL BASE, ; DENSE AD . E 30"-36" HT. B&B, FULL, DENSE AND BUSH i i = WV MM 74 ~ a = ” } ‘atin “4 "4 : qs, AN <0 sit nik, ie ILEX CRENATA "COMPACTAY/ 21-24" HT. B&B, FL NSE AND BUSHY, = | ~] Sy ar Pr. SPEC ooo COMPACT JAPANESE HOLLY SELECT FO ORMI TY : PRUNUS LAUROCERASUS "OTTO LUYKEN'/ 21"=24" HT, B & B, FU NSE AND BUSHY. OTTO LUYKEN LAUREL : STATE OF WASHINGTON REGISTERED LANDSCAPE je = ire ECT scenes "ARTHUR KLEINMAN CERTIFICATE NO. 404 5-23-85 s 2. Shrubs. €xcavete shrub pits to six Inches below, and minioum — twice the root ball diameter. Add fertitizer prior to backtIiling. Water thoroughly and take care to prevent root damage. Piant shrubs In locations shown on plan In stralght rows--evenly spaced. Mulch all planting areas to 8 minimum two-inch compacted depth. 12") G .varies | Sieh pees DAVID 1 1/V 1BURNUM 15"=18" HT. B & B OR FULL 2 GAL. CONT. MIN, 3 STEMS, FULL AND BUSHY. 3. Groundcover. Excavete pits to minimum three Inches below, end twice the root bal! diameter (approximately 14 Inches). Water thoroughly end take care to ensure that root crown 1s at proper grade after mulching. Mulch el! groundcover areas to 8 ainiour two- Inch compacted depth. OOTO. NANDINI DOMESTICA 'NANA'/ 129-15" HT, B&B OR FULL 2 GAL. CONT. < NY out HEAVENLY BAMBOO FULL, DENS ) BUSHY. | ao W/V Jui. HEDERA HELIX/ENGLISH IVY 4" POTS coy CENTER. a BARGHAUSEN sia ae eka ROW 12" FROM EDGE. : CONSULTING ENGINEERS, INC. : _ | | PLANTIN Ss : ‘ - 625 South 190th, #102 NOT TO SCALE _— er ghia TRIANGULAR SPACING. FIRST Kent, Washington 98032 aici uh 206/872-5522 1... Clean up all Iitter and clippings, soll on walks, driveways, and curbs, etc. The site shal! be teft in a clean and spotless condition, Remove al! fieg labels from plant material. 'B.C.E. Job No. 1964 es re Bi ‘ . y DIETERICH-POST CLEARPRINT 1020 ut a ?, " te : oa 3 Ts i: ‘ i 3 COMMON ACCESS EASEMENT ———__ Site Data N.E. Third Street & Jefferson Avenue N.E. B-1/Mini-Market is an outright use. Gas sales require a Conditional Use Permit SURROUNDING ZONING: NORTH SOUTH EAST WEST Ret G-1 6-1 B-1 re -§9 EXISTING SITE: Vacant, flat, open field w/no vegetation. “SURROUND! NG USES: EAST WEST Residential Vacant Technical College (Renton) Vacant (proposed car wash) a: 2-8 LOT AREA: & 24,107 sq. ft. (.55 Ac.) BUILDING SETBACKS: FRONT: 10 feet SIDE YARD (NO STREET): 0 a ARD (STREET): 10 feet” R Or 1. eer ANOPY SETBACK: 38 PUMP ISLAND SETBACK: None Same as building SIGNAGE: re MAXIMUM AREA: 1 1/2 s.f./lineal foot of street frontage Cah ely (2,855 s.f. total area on N.E. 3rd St.) MAXIMUM HEIGHT: 95 feet SETBACK : No sign within 20 feet of intersection (Signs can project 6' into required setback areas) 20% of building face area in addition to pole signs WALLS/SIGNS: PARKING REQUIREMENTS: 1 space/100 sq. ft. retail NUMBER OF SPACES REQUIRED: 12 ‘NUMBER OF SPACES PROVIDED: 13 STALL ‘SIZE: ~ STANDARD : COMPACT: 8! x 16 (25%) HANDICAPPED: 14" x 20! AISLE WIDTH: 18 feet Of x 208 NOTE: Parking areas under 10,000 sq. ft. require 5 foot landscape area along right-of-way LANDSCAPE AREA REQUIRED: 10 feet along street right-of-way 15 feet adjacent to residential 5 feet adjacent to parking lot areas LANDSCAPE AREA PROVIDED: Buffer strip as shown INGRESS/EGRESS : ‘MAXIMUM CURB CUT: 40 feet MINIMUM DISTANCE FROM INTERSECTION: 125 FEET MINIMUM DISTANCE BETWEEN CURB CUTS: 18 feet s DIETERICH-POST CLEARPRINT 1020 NOTE: No more than 40% of street frontage may be used per access TOTAL ADT: $6,324 PROPOSED CAR WASH 248.11' OACH LIGHT { Rial NEW A.C. PAVEMENT ? ___ NEW AIR AND WATER UNIT W/GUARD POSTS SE NOTE: WS 4 IMPROVEMENTS SHOWN ON N.E. 3RD STREET ARE AS PROPOSED BY CITY OF RENTON, AND ARE SUBJECT TO CHANGE. PS. 3s APPROACH LIGHT Ys, 5' LANDSCAPE STRIP > EW ADRROACH LIGHT rs ay POT als ena NEW 30' x 44' CANOPY WITH DOUBLE TANDEM PUMP ISLANDS, ELECTRONIC DISPENSERS, AND I.P. SIGNAGE. NEW A.C. PAVEMENT ~/ / x 3.NEW 12,000 GAL. Ufc STORAGE TANKS NEW EXTRUDED CONC. CURB 4 | } \ NEW @ LANDSCAPE AREA + y NEW #46 STD. DOUBLE POLE SIGN PER ARCO DWG. #379 Sz an Noe eS er eae a -ONE HOUR FIRE = iS NEW 2400 S.F. WOOD GROUND-UP AM/PM MINI MARKET FACILITY L- Pegs rs © LANDSCAPE -. CONC. 4986 MAY 2.7 Wir ty NEW 30' WIDE CONCRETE APPROACH 9 io 7 C LANDSCAPE 96.55' PHASE I VACANT CORNER (5,000 SF) 24 (FLAT / NO. VEGET: s ie - VEXISTING 4' CONCRETE WALK >. ~ ie 30' HALF R/W_ 4th Street » b/ie/eel cr [oe | te | Z.. = = . _ 2° B/18/86| Zw |up | sp | 1 {3/13/84 DP | JD | oP No | Date | By | Ckd. | Appr B.C.E. JOB NO. 1 Barghaus Consultin Land Planning, Surv 6625 So. 190th St. Suite 102-K 9 : fe | Pe ine f ~ F " 1507 # Jefferson _. LDih Ave. NE. ZONING DEPT. PRELIMINARY ESTIMATING PLAN appr. type proj. /PM MINI MARKET BUILDING at 515 South Flower St., L oS ] \n Je Retail Marketing | date drawn sheet 2 é 4/\6/86 %* ti es Ss, Sty ae Sees ees ee ee Se = nize i es ae . us fae re [—EWHITE LETTORSLIVF).- revs ~ Kab toe (") : er ay 1 lo3 793 | NEW ALUM. EXT. FRAME _ D*| / eS —— BLACK ALUMINUM CASING —e Py 4 _-PRETANE whe = ON y % esse as ‘se DaeLasa aoe sa ee ees te ‘) ao RES Bane ad ELECT. COUPLINGS FURN. WITH SIGN ANI CH ae ee ee ee Be 10x«@«tB cn ae - - (ea Cot) ———— ARCO BLUE FACE PANEL —— DLACH FILLER PANEL a = BA 7! x %," PLATE WITN 4: Sg"y 5" GALY. ~ wssercr swe rew aa a7 of | STEEL CA 825) BOLTS WITH NUTS AND LOCK: . | —. WASHERS CF URHISHED WITH S3GN) ) ee -. 19367 *- ox ‘ ° aa. Q@as_saeaaea ’ & (i.] al AA SARAAAAVA DA ‘2 HORIZ. AND 6! VERT: HAND HOLE WITH CovER AND GASKET —— PACK ALUMINUM CASING i... & RETAINER > WHITE BORDER OCCECEK ES S Oa a A MI anticRichfleldCompany n & Engineering 4 - i Desi { Rove's HE ee on. TYPICAL 4.1 2 SECTIONS. a VAS SO ase oie ke oe Feten Oana: - Retail Marketing 515 South Flow er St, Lo: - : = he ail.c a3o8 (VAS) Oy Ge ay Dm Veen 283 as pews * : rine 40 i . Ll ‘ 4 ARCO Petroleum Pre ducts ‘ \e » £6 3 heated ge Aten. Hs Ok. oar asvtetar TarTion ot lute * * e+ 1} : on o— 4 o.e Wi 4-18 e 1o*« Ke" 0.C. D HOOK.) Typ. LINE OF CONDUIT Fp | aS 10x 6" x Z! POLE -s 2 505" Tor ‘ee SIGN : id AM-PM SIGNS | WITH 3-20 $0. FIL'PRICE SIGNS ON 8 i feso » ( 7.75)" + Soo '? St2"0°. , | vat arier, & (D4 x 972") ‘oO aoa Se oer G ace HW ARCO.AND *4G _MOUNTI NS DETAIL = ps 2" - | ELEVATION r ; - | SCALE: Y2"=110" Sar Tae ata WOTES: : 4 | LIGRTING LOADS: THE OWNER WILL FURNISH THE SIGN AND POLE COMPLETE xO FO . USED BELOW CRADE. CONCRETE SHALL "ARCO" SIGR. WITH’ ANCHOR BOLTS, LAMPS AKD BE PC T UNDISTURBED VIRGIN SOIL, AMPS(SICH ONLY) - 6.0 BALLASTS. CONTRACTOR SHALL IMSTALL SAME AKD SUPPLY — LAMPS - (8) 72° T 12 HICH O a ALL MATERIALS REQUIRED FOR COMPLETE IUSTALLATION. CONT: TION 1s WOT REQUIRED. | BALLASTS -'CAT 0238-1672 0} > _ $1GH SHALL BE INSTALLED IB A LEVEL POSITION -AKD ae be: ae fe ch dachascutae (oR TRE POLE SHALL BE PLUMB. 3. POLE! RIMED. OWNER WILL FURNISH COMPLETE Ve ena eS, - | PAIN 1OMS FOR PAINTING THE POLE, . -j- * AM-PM" SIGN ce 2. ALL CONCRETE SHALL BAVE A COMPRESSIVE STRENGTH OF oe te ~ AMPS(SICK ONLY) - 6.0 -, $000 PST AT 28 DAYS. — &. baci ot or “CONDUIT AND HUWDER OF LAMPS - (8) 72° T 12 HICH - B: SALLASTS Al . » "ARCO" SICH 4 6. 8 34q ft r " a-PM SIGN 46. 0 n . RICE” POD SIGHS (3) 6 ie ig te aaa : THIS ‘DRAWING IS TO SHOW GRAPHIC LAYOUT ORLY. e ‘ USE APPROVED FINAL ARTWORK FOR PRODUCTION OF 4 so SIGM FACE. | REVISIONS See TUE ; i ae GENERAL REVISION | oe PIE Baki cg FRAME CONNECTION. co e_* ho TOTAL SIGH AREA ek aah da - eal blige hg be 5 ‘ Fs oe oa a - amet wi om *le - %. : i et ay a ih ee a ae ex E ~ ah Wa eg Ie oe Pd PG esse ST 8D ag OE ae Re a - os 3 - 2 tt Se cash «Bo ee 3p he ae ae , 2c y aw on mA a ° ae, Saha ones Siael | tee? “e Dein es See # . oo cee Y eS oa yee One a Ba Ea ae wat ‘ eee ‘ ; LT . ° bs Ne Pe Nye te: td sar eas tas a2 ae od , : re ot . pie : oe Bee § SHALL conronm Witd Ks ‘Ae is A mae at * 490 pounds ag ie sels: iy | la ae . Lanna = (6) Past 12 BIG 60 a Phe ge ‘. wt ce ae nt : = Ballast = U1) 6.8. card won, ee ae at) Wi oe : = nats aa WS <. Ce ie alee a. Waa an Sh Pass ie