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10775 SW GREENBURG ROAD-6 DRAWING INDEX SET DRAWING NUMBER DESCRIPTION OF TITLE SHEET I BPS S2 S3 STANDARD SPECIFICATION _ 3 I '+ + SURVEY I SITE PLAN PLOT PLAN GRADING PLAN SITE ELEVATIONS SALES BUILDING - 4 SUPPORT BUILDING 4 BAY FACILITY 4 BAY FACILITY SUPPORT ti. 4 P 121 CAR WASH 4 U CAR WASH SUPPORT 5 BUILDING REIMAGE _ 471 SUPPORT BUILDING REIMAGE 6 CANOPY HEIMAGE -� 7 c 4. 15 CANOPY I •V CANOPY ELECTRICAL 7 RI EXISTING ILLUM FASCIA ONLY 10 ELECTRICAL _ 1091 REIMAGE LIGHTING _ 11iL I & Ili SPREADERS 11itIm & III SHORT MONCOLUMNS 1 1-L IV FULL MONOCOLUMNS 1 13 FS FIRE SUPPRESSION SYSTEM t 13 REL RETROFIT (Dispenser &lot Tanks)1 13 R G DISPENSE RS-GI LBARCO 1 13-RW I DISPENSERS WAYNE 1 13-BRI DISPENSER BENNETT ' 1 15-CA CALIFORNIA TANK & LINE 2 15 SF R SOUTH FLORIDA TANK & LINE 1 15R-SWT SINGLE WALL TANKS 15.RDWT DOUBLE WALL TANKS 1 115 SC SECONDARY CONTAINMENT LINES 1 15-RD RELEASE DETECTION 1 15S2VR-GIW STAGE It VAPOR RECOVERY-G 2 1 LL 16 YARD & DRIVE I 16 SO SEWER DETAIL I 17BG BUILDING GRAPHICS 1 17 BP-24-C 24" CANOPY LETTERS 1 17 BP 31 C 31" CANOPY LETTERS I 17 DG DISPENSER GRAPHICS 1 17 'c (, SIGNS 2 19-S RETAINING WALL - SURCHARGE I 19 NS RETAINING WALL NO SURCHARGE 1 19-SHORT RETAINING WALL 1 30 LZ 516 LANDSCAPING 2 30 L Z 6.7,8 LANDSCAPING 2 305-Z 8.9.10 LANDSCAPING 2 301. WC-Z-89.10 LANDSCAPING WEST COAST 2 -cop BP OIL COMPANY CITY OF 1. : RETAIL MARKETING LPn ,,,. , .. X DESIGN AND ENGINEERING F0. 200 PUBLIC SQUARE PLC' BG//q/-OLf.LCLEVELAND. OHIO 44114 Job AQ(1ren:&• • BY: Date: PERMIT PLANS APR 17 1991 VAUTiN NALIET FIRE MARSMAI orFIcg APPROVED . . . . . . . . . . . . . . . . . . . ❑ CONDITIONALLY APPROVED. . . . . . . APPROV (1F PIAN919 NOT AN PPRSVAL 0_15310 OV£RRIOBT9. I� I 517 J �. S- DLETTER. . . . . . PLA 'tX R A DWG. NO . - v ? 1 1 r ._ REV . SCALE I MADE BY " DATECHECKED BY REVISIONS IDATE I OWN YuP9101.61 - I OF 26 • Ii FT T1K8 DOQ7Rd6NTIS T.E•us THIS NOTATIONI I j I III I APRIL 26 19-93LEGIBLE THAN (T - �...-. • • • I9' IS DUE TO VNE QUALITY OFr— THE ORIGINAL DOCUMENT. IIIaaUImiilll llif��ll I�I�IIII III(�IIII II��IIII1111�1111 IIWI� I�IlllllIIII1111�1111 Illlulll IIII�IIII Illlu lll IIID IIIilSll�llll Illl�llll ml�llll ull�llil ml�nit9il�lip Iul�lll; Im�llll IIID III'mu it 11" `97 --.... •�----. ,.-�-^- -..- .--._-�,._.. .-.-•. c-- -, _.-.._ -. _ ,_ ! - _�71.. •" -t + ._ -� a-�"� R A -�'. -�. r 71 Y ♦ I ``� _ 1: --rr 1 i I 1.i / -f ,�w r F ��r . 1,04 SIlflMI.I I�1.S 8. In the event that solid roti Durr on• cubic yard in volume or other G. E11►etrlgtl condultc, Shall De laid el a 4" compacted bedding of clean 1.03 EXCBVAII4Il materials not in.dlcated on the soil report art encountered, extra sasd. 1�►• sand bac;.ftll shall envelop all conduits and continue to GILLED PI>T.BS A. Sequerrc• of Installatlon: Submit a proposed swthod and sequence of Cost for this excavation will be allnwtd after written approval by a depth OI 4• abU�e 'he too nt conduits. Voids between conduits are installing reinforced concrete far review before delivering any E��IiHGl;K A. !n performt�lg the excavation, the Contractor shall retain sufftctent not permitted Clean earth nay :.t substituted for sand whin the material to the jabsit•. Prepare the sequence to avoid delay ot, - clean earth for ail backf{11{nq or grading. the Owner. Extra cost rill be In accordance with unit prices quoted trentn :ontains only one conduit. PART 1 - GEKEkAJ, and dery ga to, the cork of other trades. 1n bio with quantities to De approved by the Owner. Nhere Exuva.ions for four'•iations shall be carried to depth shown on insta111ng pipe or conduct, excavate or remove rock to 6 Inches N. Compressed air and potable water piping shall be laid on a 4" 1.01 Q IPIIDK Of.JW: ,,; �CNCR_A,: B wins or dee er, tt necessary, to attain proper �.otl bearing be}ow required elevation. Bacr.ftlt with crushed stone or gravel . compacta bedding of clean sand. The sand backfill shall continue t. Shap Drarings Include Drocedu n s for concrett plu•s+•nt, a encores, dra q D A. Work Included: Fabrication and placement of temporary steel toting operations and Complete details of reinforcement. Da not btyin A. Provide shoring, Dxrritrs and railings as required by law or value. Weper foundations shall b• approved to writing by the Owner to a depth of 4" above the top of the pipe. Operations Defort drawtmq review by tM Orri4r. and shall conform to all gavtrning codes. for dr111td piers. Temporary heel castngt shall De used if ( rtyulatiods for the protection of ex+aloyees, the public and adjacent 1.05 O�KfiLl.ItiS: I. Serer plpinq shall be Laid and ton!!nu:':sl/ supported on a 6' required by soil conditions at the sit•. No erica Ltargt shall be - property compacted beddlnq of gravel or crushed stone of which 100% Will PASS paid by the O�rier for us• of easings. PART 2 C. Protect excavations from the accumulation of surface avatar . Provide '1 be shaped far Clearance + oder round uttlttles rt►tch are for derateriny of excavations. Alloy 'PUlmis excavations to dry to optimum A rolleruforrsoilsncontainingdclay orasilte(i.e.: cohesivehsoil$)t through o Its incl Steve. The beddlnq shay B Close open ands of aban oned u q moisture content before concrett work or backftil is commenced of all ,joints and fittings, to ful in place, end graded evenly to �. Bork of Other SK tions: indicated 20 remain to p ice. Provide sufficiently strong r.losurss and with tither a 3-rhtee 10-ton vibratory roller or 1-ton tractor insure uniform bearing for tM full length al tA• DiDe� Na plpinq 1. Earthwork 2.01 gAiEtIA1S: to rlthstand ,ny hydrostatic or earth pressure which may result Refer to Section 1.05. for sand and gravel softs (1.e•: cohestonless :oily). fill with f rend of abandoned uttlittes have been closed. •oegsactad to a denttty equal to 95X of shall be supported by blocks, planks, or mounds of bedding material. 2. Concrete A. Temporary Steel Casings: Casingt sAall be of s'►tttcient strengt a a to s 0. Excavations for piping shall confrere to limits, depths and materials coAtslvt soils shrll De . an tAe drawings and to governing codes and reai►lations. standard proctor density at dtitrmined Ay ASTM 0690. Fill with withstand handling stresses tlut :o concrete, w ter, tarts, an C. Pro ell barricade, protect and maintain any open trench or thorn Backfttl only after piping and around th cep have been tnsgected, surcharge pressures. D1aMeter of �aslnq 1n rslliton to diameter of D y cohttlonless sobs shalt De compacted to a dtnslLr equal to 6S1 of tatted and approved. tackf111 arsund tAe pip• to a depth of I2• 1.02 �IALIIY_dS�JBA excavation to revert accidental or unauthw riztd entrance. horin or bracing at any open trench shall br provided relative denttty as determined by A,TA 02049. above the tap of the pip•. Use gravel or crushed stone of which excavation shall b• tach tM t void space outside cating to slnim zH. \ D E. Sheetingy s 9. by the Contractor. Ne shall submit sueA design to the Owdtr sealed Field density for cohtstvt edits shall be dettnlnt0 by the sand 1001 rill pass tArough a i/2 inch sieve in layers not exceeding 6" A. Examination of Slit: Exantir►t the sate, thr drawings, records o B, Reinforced Concrete: Celsply with Coaerete Sp•rc9f1catlons. D. Referenced Publications by • Registered Engineer. thlckntss, taking care met to disturb the pip• or inlure any pip• existing utilities and constructlai, the sdbsurface exploration cane method (ASTM 01556). Conversely, the field density for coating. reports prepared by the soil testing laboratory and Cho soil sasples ASTM 6698 moist ure-Density re,ations of soils using 5.5-1b cohasionlets toils •,hall be dtt•rmined by tM rubber ballon method to datermtne all conditions under WA ch tt�♦� Caissons will be raeeeer and 12-tn drniu. F. In cut treat located under pav•eYent and foundations, Contractor (ASTM 02167)• �T _ i�cfCLTjflll •� shall scarify existing soil to a minimum depth of 4 incAes and then Place backfill from 12• above pipe to layers not mxceesinq d" to Inflalled. r it of soli 1n plant by d'ie sand-c,ne Methoc, recompact as backfill per Section 1.05. The Owner may employ '.n Independent testlnq laboratory to mak• any depth. Backfill material sMll be free at' stouts larger than 3 l.Gl 1K4PEl.I1�l: A.,TM ()1556 Dens y inches in dlaei•ter, non-corrosive anA non-organic 1n nature. 0. bttoa Elevatlans of Piers: Construct �1ers to tM bottom •levatio^ n actor shall remove txisttnq topsail from area to receive paving test er inspec4lon to show compliant: rlih these specifications. If material shall oe granular and trclude all cinders, bulldtng estiabllshed ♦,y the 4rrter on the fete. n R latly• denslt of coheslonl +is soils. G. Co tr such special testing reveals a failure of the Mork to comply with A. Examine substrates, adjotnl,tq canstructlon, and condit!or►s un erVF ASTM 0204. e Y and foundation work unitst there areas are indicated to receive mors Materials, wast• and rubbish, Oo not ate frozen or stmt-trozod until the cork is to be installed. Oo not proceed with the cork the requlremvnts of the Contract DocuRents, then the Contractor C. codes arM. Standards: Comply with tM requlrettfnts of the •Building until unsatisfactory Conditions detrimental to tM proper apd ktmely ASTM 02167 Density of soil in place by the rubber-balloon method. ilei► 3 feet of fill. Ir no case shall the Coistractor use untreated shall bear all costs Charcot. Utherw{st tAe Orr►er shall beat such backfill material. or stabilized topsoil as compacted subgrade material under paving Or CAdt Reft►,iret►ents for Reinforced Concrete' (ACT 318). cotiptutlan of the Mort have been corrected. foundation structures unites spaeiftealey approved by the ')rntr. costs. J. TA• Contractor shall remove all debris from landscape crest to a " Topsoil shall be stockplltd for re-use to landscape arras. depth of tiro feet and thin backfill with cit+sn soil. These areas 0. NetAods: Ute tqutpwent of adequate capacity and provide methods 1 .02 SII�LLEfiRI1iG • A ropriate toll conservation measures snail b• taken. 8. Before compaction, moisten or aerate •ash layer of backfill as shall be backfilied to within 6 inches of grade. Nhere curbs axtst, approves by the Avner for pier construction procedures. Employ only Dp necessary to provide optimum moisture content. labor and supervisory parsonrsel erptrlenr:od in this type of work. 3'02 Machlno-Du backfill to 6 tncAes below top of curb. A. Site shall be cleared of any ixiprnveeents or obstructions within tAe A• If in the opinion of the Amer, unsatisfactory soil materials exist ♦. Machine-Oug Sections: ntire area to be developed er as shorn on the drarings. For tractor stall remove such materials after C. No cinders, ashes, organa matter, or rubbish wilt be permitted. Landscaping ,fork shall be performed by others. It 1�Cludes E. Protettiwi: Th+ Contractor sial) provlrle a protective coq• o� e an the ;rte, the Con exa le, foundations snail be removed to a mtnlmum pf Mree feet en a royal from tM Owner. The Contractor sAall replace these 1111 shalt b• placid In layer not mere Clan 8 inches in loose depth. batkfillinq landscape areas to grade with 6 trines of topsoil. casing for inspection aM tasting of al` pi ars and to protec mP wrltt pp 1. Pier excavations w y De done with rotary rigs. Use temporary helot grade. The site shall also be gruhbed free of all sod, roots, unsatisfactory sobs rlth an approved structural 1111, workmen durinq Aand txcav+stlort or other operations requiring entry steel casings, tf necessary, to prevent cave-1n of soil aur) to � or any other similar materials. Trees up to 24' diameter shall be D. Backfill for underground storage tanks it s;)vcifitd On the tank Into shaft. 4lolas shall be covered and protected, with casing in rubbed to a minimum of two feet below grade; trees •xceedtng 24 0 installation draw ing. place, while tests are being made. reduce rater od tot. Continuously advance casings by ant 4 1.04 SAIL T ST BOkIOGS: a 1.06 � CaBAQIt1I+: app•raved ssett►od to the level of the excavations. diameter shall be grubbed to a minimum of three feet below grads. y �� r v d Cron the site prior to placing 1 tt boron s and E. Contrastor shall not backfill trencr,es until all testlnq required by r All trash and debris snail be emo a A, It condttlons warrant. the OlRitr rill haw• sol to 9 A. Uniformly compact backfill and grade areas to indicate slept rtth a f, Docinr►eni Precedence: 1n case of confitct ba h►een contract dot vents cn fill concrete or paving. a �,csr6le Codes is conducted and apo ovnc includin Arch tectural Ora•dings, Strt.rctural Drawings and 2. Nlthdrar casings of shaft that is filled with concrett. 1114 Y soil report prepared. Copy bf borings and ptrtintnt information PP�� tolerance of 1/2 loch above or below requited eltvatton. q should be retrieved at a uniform rate and vttfi a eontroll. 11 under round lumbin from Cha report would bg included and mads a part of thee• Specifications, tM Contractor shall rottty the Amer Prior to force. Maintain minimum of S ft. of concrete Mad }OovO tM�r'' . 8. The Contractor is responsible for 1pcating a 9 p 9 + F. PrAuct piping and vent lines shall Ie lata and continuously submltttnq p►epasaI. Ir► cos• of conflict between the Structural bottom of the cat nq as it 13 •r(traCted• . 1 or electrical lines. Cooperate with utility companies to maintain Infoimition. s. additional shall carefully review th s • . ,upported on • S" Compacted beddlnq of dean sand. No ptpinq Sha}i Slit line In continuous operation. No dlsruptton of utility information. No additional tapensatlon rill be consldaretl for 1.07 PROTECTION: Oraaings and SpKlflcattons, Structural Drawings Shall govern. ♦ '4 + ut y s excavation of any type material that 1s indicated as Detnq present be supported by blocks or planks. Trenches shall be backfilled services shall be allowed uitnout Owner and Utility Company approval in the sal) boring. .completely tc, the underside of paving with clean sand. Backt111 A. arotact ntrly graded arras from traffic and erosion. Repair, stall be compacted by manual or powr taping to obtain tit required regrade and recompact grader 1n settled, eroded and rutted arta: to 1.03 JOB MKOITI01lS: � C. Any existing utility services or underground lines exposed by ccovaction. Refer to plpinq detail on Ms tank Installatlon drawing. excavation ur grading snail be protected and the proper utility specified toltt'anu. A. Codcealed subsurface CAndttlarrs: Variations with conditions shorn f on tM soil report shall be adjusted as described t:t the General company notified. M Conditions and Section 1.01 of the Earthrott Specifications. 0. Demolish and completely remove from the Site any a"sting underground utilities which are indicated to be removed. Coordinate rite utility campanles for :nut-off of services if lin es are active. 5930/6 S►93G/4 5930/5 06107/89 '�' 593G/3 06/07/89 06/07/89 tal 593G/2 06107/89 B. foundation depths shall be increased It required by frost tin* -I ,93G/I 06/07/89 1.04 EORMWOR : oa/07/89 2. Tht cOncrmtlnq shall b• tarried on at such a rats that the coedit+•ons or local codes, Arty addtttonal depth rpulr•mr•nts sM I1 { 3. Melded wire fabric shall confora to ASTM A}85. It shall be concrett is at all tts►es plastic and flows readily into the be approved Dy the Grrser before pOurinq. •+•" , 6 x 6 - N2.9 x N2.9 unless specified otherwise on the drawl ngs. A. Forms for all contact faces shall b• drassed lumber or manufatturtd +�!i 8. �::t3;'m., .,' far Firrs: �EIl< spaces between tM bars. No cOntret• that Aas partially forms. They sMll confers to the shape, lines and dts*rnsions of the `•� 1. Orill holes stratght anu true at the locations and to depths F Non-Metallic Non-Shrink Grout' Pre-mixed, non-met•111c. hardened or been contaminate� by fortygn materlalt than Oe member as specified on the drawings. C. The top of foundations stall O• poured within t 1/4" of the " ,'i deposited in tAe structure. . . r shall rotemptred concrete by elevation snovr. od the drartngs. shown. Actual location of the piers shall not de+tate from the 1.01 lIAIF@IALS non-statninq product contatnlnq selec£ed silica sands, ASTM C150 - location shown oy ►more than the tolerances her•tnafter specified. Type I Portland teeledt, and shrinkage Coe►ptnsrtlnq agents. used. 8. forms shall be suberly br .ed w ti dttog t tight to ntavent leaks. A. Cement: Acceptable grouts art Embeco by Master Builders and five Strr Grout Tarty stall ba Properly braced or tied togetAer to maintain position 0. Mr.hor Bolts: .11 � i 2. Nnen concrete 's placed directly against the excavation, do not 1. Once concrett cork Ms begun, 1t shall be tarried On as a and shape. allow the hole to dry out. If necessary, re-dampen the welts of 1. An approved standard brand Portland Cement conforming to ASTM by U.S. Grout Corp. continuous operation until the placing of the penal or section 1. The tolerant• for horizontal al;gnment of anchor bolts shall be isI 11 r, n th or T e III high early strength. is completed. : )/8• ` the excavation without altering water to col :ect at thr bottom. 0150. Type I normal etre q yD C. Prior to and the tM seshall all debris shall b• removed from tM Place all concrete the same day as halts are excavated. formwork and ChM totems shall be wt darn. tb eon��rtts shall ba 2. Air-entraining cement shall be an 1 . approved standard brtnd Type 1.02 SIX DESIGN: 4. All tontrete Shall be tAarouglly consolidated by suitable means poured if the subgrade hat +rater standing or is muddy. 2. Tre tolerance for vertltal alignwent of antleor Dolts shall be r lA Portland Cement which conforms to ASTM C150. duri lacement. sod shall be thoroughly corked around the t i!B" out of plumb. �-.�, A. Th• minimum 2B-day compressive pounds) of concrett shale be 4,000 ^9 P 3.03 eLLGNMENT TOLERANCES: ninforctmertt and embedded fixtures and into the corners of the D. forms shall be re+laved 1n Such a m•nrsar as to ensure the complete B. Admixtures: psi. No less than 6 bags <:i64 pounds) of cement shall be used In forms• safety of the structure. Nhere the structure at a chole is E. Or111ed Piers: A. +ocatlon: The naxtmum allowable varlatlod of the center of the top each cubic yard of concrete. The maximum rater cement ratio shall not exceed 0.4, (5 ailons/t+a► of tenant>. Adequately supported. Cha Corot may be removed after 24 hors 1. Oo mot begin placing of concrete until the trcavattr+c, anrk of any pier for the req+ii red locations, shall De four percent of the 1. ,.:*-entralnlnq adatxturts shall conform to ASTM 0260• q 0. Cold 14atfier Requiresents• Follow rputresents et ACi 306 and tAa provide# the concrete is sufficiently str•amg to carry its own weight shaft diameter or 2 lecher, rl cation is hell. The shaft shall not foll"I and all other conttrrctiam loads which may otter. inspectoo a ttap for the the n unit has been completed, be nut of plumb by ►more than 5 percent of shaft diameter, or 4 2. Myr other admixtures must be approved in writing by the Owner 8. The concrete shall have a maximum 4" slump whin tested with a M inspecte,ti and approved by the Owner. Tlis bottom of Me pttt• inches in its full more t, whichever is less. prior to use. Chemical admixtures shall canton to ASTM C444. standard sltx•p cavo (ASTM C143). If the abev• Codcrtto develops a 1, Adomtt equipment shall be provided for heating the concrete shall be -leaned and sealed if seepage of rater exists. All consistency of difficult workability, then a supor•plasticizer materials and protecting the concrete durinq freezing or 1.05 water shall be removed dust prior to plactnq concrete. ,t B. Size: Provide piers having a ■lnimum shaft dlas►tter equal to tMt admixture may be used velar approval by the Owner. Do not add water near-frtezing weather. All cantret• mat4rtals and all shown. C. Aggregates: to tncrtase slump. reinforcement. forms. tillers, and ground which cont.�e tM A. Notal reinforcement shall be free from loose flaky rust. mud. oil. 2. Plato concrett tmmtdia,tely after mixing, and in no cast +ore C. Ah1 concrete to b• finished lncludtnq foundations, calks, pavtmont. concrete :Mil bt tree from frost. No frozen materials nr or other coatings which rill adversely affect bortiliN capacity. than sixty minute s after Mater Aas been added. Place carcreto C. Corrective Measures: If the about tolerances are exceeded, the 1. Concrttt aggregate sAall confon to ASTM C33. materials containi g ice shall be used. cuntinuously to tach pity to top of shaft. In no case tuspeM '•�, Contractor shall design and furnish additiodal or corrective curbs, and rettlning walls slhall b• air-entrained. Entrained air in the placement of concrete to fisc drilled Ater, Orsce steri1ld, fe# I; r ate shall consist of natural sand having clean, hard, concrete stall be a minimum of SX and a e►a:Imw at 7>t by volume. 2, Concrete delivered in Cold reathtr shall Mve the applltablt B. coicrete masa :Mil bs or othsely placed and ert. Rein supported oy construction to compensate for the discrepancy at no extra cost to 2. Fine aqq t9 tontrete masonry units or other approved spectre. Reinforcewtnt mere Clan thirty minutes. � the Owner. The corrective construction shall be sutsmltttd to the strong, durable, uncoated grains. It shall be fret from Th• air content •hall be measured at point of discharge into forms. ma teaptraturt as follows: sMll be secured against displacement within tolerances as specified • Owner for caviar prior to its execution. injurious amounts of dust, lumps. soft or flaky particles, /n •Building Code RrqulreMnts for Reinforced Cnntrttt" (ACI 318). 3. The top 5 feet of the tontrete 1n tAe Slott shall be tRarwghlj►� shale, alkali, organic. matter, or other deleterious substances. f). Contractor shall submit a min design for approval Dy Owner at least Air Temperature Minimum Concrete Temperature vibrated and txctss rater removed, pass throw h two reeks before concrete work b•tgins. Design shall dttall all f nr Deo Fahr• C. Welded wire fabric shall be installed in Irngtfis as long as *' At least 95 percent of the fine aggregate stall 9 a _��_J� 3.oa PII�jNG CON�RFIE: No. 4 sieve and not mors than 5 percent shall pass through a No. constituents and gradation. The concrete sAall cantors to `Standard practical. Tht minlarm overlap length measured bttwen outerwost s 100 sieve. In addition, not more than 45 f,trctnt shall De Specification for Ready-Mixed Concrete" (ASTM C94). 30 - 45 60 trots wires of each fabric sdreat shall not be less than one s;tacinq 1.07 !>bLKS. PAYI G. R IIkD MA IL: Comply with Concrete Spectficatlon. retained between any two Consecutive sieves. 0 - 30 65 of cross wires plus two Inches. E. Contractor shall assure the Owner that the concrete meets Below 0 70 A. Tha subgrade or base shall be sprinkled and thorough)y moisteMi�` 3. Coarse aggregate shall codslst of Crushed stone or washed gravel specifications by furnist►Inq batch tickets vAen the concrete is D. Splices in deformed reinforcing bars are not permitted unless prior to concrete placement. No concrett shall be poured it test having clean, hart;. strong, durable, uncoated particles free delivered to tie site. �, Concrete sAa11 be maintained about SO'F and to a soisturt approved by the Owner, subgrade Aas rater standing or is Buddy. from tnjurtous amots of soft or flaIr.y pieces. alkali. organic condition for at hast tM first seven <7) days atter placing. ►r. matter, r�r other deleterious substances. Coarse aggregate shall E. Whom approved to writing by the Owner, synthetic polypropylene B. concrett shall bt poured monolith1ca11y wltfiin limits of expaRsioe i be a maximum of 1-112 inches, with at least 95 percent Gassing a 1.03 MIXING ANQ LAP GING L BETE: 4. The maximum temperature of concrete produced with heated fibers way be substituted for wldtd wire fabric as relnfor:tment id joints shown on the drawings. a99regatzs, heated water, or both, shall :tt no N me during its ail slabs on grad• txcpt apl4roacMs and the slab over the C, 811 calks and pav;ng sAall be road floated, :+ood troveled and thMt , 1-1/2 loch sieve. Not more than 5 percent shall pass a No• 4 A. Mixing aur' placing concrete shall confers to Butidtnq Cod• production ,rr trantportatiur► exceed 90' F. underground storage tanks. Acceptable manufacturers are Fibermtsh ligAtly stool troweled to secure a sent-smoottn surface. Surfao� ' sieve. Requirements for Reinforced Concrete• (ACI 318). or approved equal. Fibers :Mil be mixed per tM manufacturer's 0. Water: Water used in mixing concrete shall b• Clean and free from E. Mot Weather Requlremients: recommendations (approximately one pound to OR* and One-half Pounds shall then.be brown f/nisled to matcA approved sao�le. injurious amounts of oils, acids, alkali, silts, organic materials, B. Conveying: Concrete shall be conveyed from Cha mixer to Cha place of ti Mrs per cubic yard o1 concrete). or other substances that may be dtleterlous to cvncrrtt ar steel. of fioflmdeposit by Methods which will prevent the separation or 1 Fo11or requtrtt»nts of ACI 305. 0. Islands for dlsDensars and amenity units shall Mvt • steel Caval . r ftnlsh. Elevation tolerance for these islands shall bet 1/1 tock. E. Metal Rtlnforceet•nt: C berositinq: 2. 0>urinq hot wailer, attps sAatl be taken to redact Concrete 1,06 �jl,; tttptraturs and wttr evaporation by proper attention to 1. Relnforc:ng bars shall be deformed bars conforsinq to ASTM 8615, in redionts, production methods, handling, placing, protection. A. fxp�std surfaces shall Aavt a smooth finish. Exposed edges %hall K Grade +50. 1. Concrete shall be deposited as nearly as practicable 1n its 9 final position to avoid segregation due to rehandling or and curing. The preterred prottctlon 1s a covering of kraft Mve a 1• cAuter. " s or other motAod paper (ASTM C171) fora period of twenty-four hours after �`t 2. Bars shall be held in place by IB gauge or heavier annealed iron approvid bysthehOwner.beCoocmret�sArllenot be spread Placing. ►� wire. horizontally u:tnq vibrating equipment. 593G/12 a 593G/10 06 07/69 06/07/89 593G/e 593Gl9 ;' 5` 3,/7 06/07/89 0 /07/69 01/07!89 06!07/89 2.02 dSP4A1.��t1IEBtlEQl TSE : The approprtatt lot-mix dtslgdatlon for cath stat• is specified 1n E . Exposed surfaces of curbs and retaining wails sha'1 have a smooth fl NK-M59 Y !tntsh. Remove fins and projections, patch defecti,-e area, with 3.01 ldYlti��B1SX: tM dart at tM end of Clic spec lfltatlas• cement grout, and rub with tarborundum brick and cement xrcrtar to a p�T 1 •• GEKERALIL smooth uniform texture. PART 1 _ Aj, A. Brtckvork shall De supported by a tontrete call footing as indicates cn the drawings. Design beastny pressure 1s 2000 psf. Contractor 1.01 QFfIItII�tlS� 2.03 ASP1lALT atafArF-�ui�E• F' Con crete paving outside property lines shall be the thickness shown 1.01 OESCRI 0CM- f�gl�; shall advise the Owner if the actual bearing pressure It lett than ri gnatien for each state 1s speetfisd 1n nn drawings, except where stricter requirements ar/r tndlcateC oy 2000 psf. A. Asphalt Surface Coup e: TM :op course of an asphalt pavetent, TM •pprop act Aot-mix deal local wings building codes. Local butlr re codes shall taut precedence. A. This section inc ludes material specifications and installation sometimes a tlmd an asphalt warinq course. tM chart at tM end of tM s speclflcatlon. , requirements for non-load-bearing masonry wails 1n landscape arras. 8. All brickwork shall be plumb, square, and Cru• to dim•nslans. Two o8 R-L�1R.4F_I�FLCILY S�l �llflf�l;5: Thant walls are net intended to be retaining walls. A maximum grade rythes brick walls shall be laid in a running bond M1th a top 6. Asphalt Interaedlatt Coursr. The course lotattd bttwee^ a bast Oitftrtnce of six incAes across a call 1t ptnitslblt. rowlock course. course and an asphalt surface course. The 1lttettiaed/ate tours• 1s 2.04 Il�m!!I Do not patch defective concrete until examined and approved by the sosetlfres Called • bindK Course. Owner. Nhere so approved, make repairs 1n ac:ordance with detailed B. Mork of Related Sections' C. Brick s sh l be laid with shout faint in full mortar beds. 3/8 1»ch TM tack coat sM 11 teshall be app part water to erre part S;-; �� O� �A�Y -"" to ,• lops tv�n D the Uwner. joints shall be finis hed with a concave pointtnq tool. This tool C. blast C,.osirse• The layer of material imseH ately beneath tbe asptalt emulslOn. [t shall be applies ata ►rte of O.Oi is 9.1s .,r�'r siva .t q Y lnternedlate course for a T •A• pavmen t K ti►tme�aM the surface gallons per square yard. 1. Earthwork shall bt applied 1n a manner rhlcl tompactt setting mortar and f+orss y'ps 2. concrett a CiO&• continuous contact with the brick. cane for a Type pavesent. ry 1 .f19 c.QrI�xE1E JOINTS: RETAIl� MAR�CETING D. Mortzontal rttnforcement sM11 be lmstallN so the side rods are 1.02 DESIGtI TMI t� 2.06 UAfftf WwctsG tWLYT: 11 I A. Contractor shall provide construction, expansion, and control joints P BT 2 - PIRMUCTS fully engaged 1n the mortar. Contractor shall Install reinforcement DESIGN AND ENGIN NG as lndtcated or required. every third course. A. Type 'A' G1lddon •Traffic lAess Mtsit• SMMe►.111111afss ""ee•alar' Series tUa, z.01 ��; Surface Course . 1-l/2• or approved equal. :'alar shall be Selected bf Olmrer 2W PLO C WUAK I r i r, ants shall be used whenever placing operations are E. 811 brick which re!rutrts Cutting or fittinsr shall be tut accurately Intersedlats Courts 2' + 8. Const uct o jo Bass Carse . 6• Uh�,� s 14 "I interrupted. these joints shall be Keyed and located so the A. Clay and shale commod brick shall conform to ASTM C62 except that to size with a motorized tarborundum or diamond saw. strength and appearant• of the structure is not imrpaired- brick absorption shall be bltreen fav• add twenty-five Lras:s of Total 9- /2• PAJtT 3 - 'f water ab:orMd 1n on• minute by a dried brick set flat sldm dors in F. All brick shall be thoroughly wt b•fort lnylnq, but brick laid to r' . , r C. Expansion joints shall be installed as lndicattd on the drawings. 118 inch of ratty. Bricks ,hall bt Grade Mi (medium weather). freetlnq weather must be prnttcted from the fornftlon of ice. 6• TYpt 'B": 3.01 EiYlir.'`rfill: v Flexible joint filler shall be minimum I/2 inch thick preformed Surface Course Z' sponge rubber (A;1N 01752) or approved equal. Joint filler shall 8. The Contractor shall submit a sample of flue units for approval by Intersediate Coarct . Hone suitedsto ustd sdrali a of , d "I t. ands, wr04 smd "Ir Met S TA l y L./A R r� 5 Qi E C F"CAT I extend full depth of the slab. Owner. 3.02 GI.EAl1I!!(�11P: Bast Course - V_� sulbd b ergta rsaifovsfltb, demeltp mind steaNmr at regsrlred bI ttA• J if t Total B• plant and specificatleaw. '"'g D. Control jcints snail be installed as tndtcated on the drawings, 2,02 MIXTAR; A. Major spatter rod droppings sM{1 De removed from exposed surfaces These joints shall be acnteved by x►ak.ing construction joints or '�y as tM work proceeds. C. Selection of Type 'A' or Type •B• paysaaltt design 1f dspecified mer �' sawcutttng the concrete. A. Mortar shall confon to ASTM 0270, Type N. tAe plat plan. D1mMslonf represent slMmsra tespaetM Mtltknseses. 1.02 � :� B. Upon cantpletion, all exposed masonry shall be thoroughly cltseed The einirtnum depth of sarcut joints shall be ant-fourth of the +,lab B. Mortar sAalt Oe composed of ant part Portland cement type 1 (ASTM with stiff brushes and rater. In extreme cases, a dilute solution 0. If state requireerents vary from this speclftcatlon, then •Cott ceder b pavle aeislt be sirstatlere veer• t o tetrreeer0 s ►s velar SrY' r w ',l I1 be timed ro ell rlth the set C150), one art lime (ASTM C6), and six parts sand (ASTM C114). of muriatic acid may N utN for cleantnq brickwork, but it shall M shall take prtctdence for approaches 'n the right-of-way. rrArsr thf smrfaces emmtmsn !roes s► r e+rc+gsa tlteistsirs. depth plus 114 inch. Cutting she P D Y P _ +� of the concrete. [t shall be started as soon as the concrete las Mortar sM 11 also contain a waterproofing admixture. The sdmirture prectdtd and followed by a cgplous Oa M Of fresA clean ester. hardened sufficiently to prevent aggregstes from te9ng dislodged by Shall be on• of the following. + •_ l? � , , the sew, and shall be completed before shrtnkinq stresses become �� 7 a3 �� ~ � ' sufficient to produce cracking. 1. Nydrstite Plus by N. R. Grace and Compmny 2.01 A. its: s sMll be pocpsriy 9rA�� Md woo t1A 2. Omicron Mortarproofing by Natter Wtld•rs Company 16SE.�1l1RiE• Hilar/ +exrtoA o& nil r i dM .^l t1► a relief � ,.i ttaar t• rut gilt c pelf Brat t r a il>ArtrF••nlo�t; � ,y �i C„�� ff E. Wee trenches Cross existing concrete slabs• the CotYtractor shall 3, Nydrotlde Parer by Sottntborn Building Prrretuct:, Inc. sawcut the concrete to a sufflclent depth so a stratght, square edge A. The aggregate shN. all bt clean, tough, durable crushed limestone or rel ler re! 1&r lw See eat rt piadiN tete bete core". UbV !s formed on Moth sides of the trench. Mev and eristtnq concrete C. Mortar color sAa11 be natural unless specified otAsrvtse by the Crrithed air-cooled 41tht furnace slag from t e thanm tfa0 rat lets fog► vett le ares! eM seams rwgiriare"rMlticlerml Mtetal aAf 01111 than ant (1) incl to tAe maximum size not more 4Aan tech (2) liach•s• e �. OAtK• ersoeeertatls arum rA't* � saterlal as shall be dorelel together rlth /4 reinforclnq bars at forty-e1gAt A+Ntr. inches on center (stagger each side at twenty-four inches►. i r1M a sieve analysis tolerance of ton (IO) Nr cent Oft i1 >tttrerm speti/IN lit Eart�terllt tit lc ma• 2.03 BEIBF�SLElfEML: and minum t urs. Aggregate shall wigh not less MM per cubic foot for llmestoo and 70 pourws per cubic f# 4 f' B. tWrg ellft , a evere MP w art h s % 1 i r1 crushed slag when shaken tib refusal. seffltl i 1!p!R tot=t, agrlmre ert4t 4f /prilMd r i 10 SURfAU__IRILMLM T tUlh reinforcement hall be truss dost9n, B gag• ve ded stem rt rich O.B ounce hot-dip zinc coating (after fabrication). Width of All concrete work shall receive two applications of a Texture of 50>r relnfarteme shall be 1-1/2 inches to Z inches less than the rail 8. Thee forcoas eAmal consttt ee tri same materials at s MM boiled linseed oil and 50'1 mineral spirits. Each coat shall be thickness. Thr relnforeewnt sM 11 be Dur-0 Nal or appro.ed equal. shove toe coarse mabrlal, free from dirt tK oEAer fore t •RDlit•d ,rt a rate of 400 square tett per gallon with a roller. A ttnoftances. Th1t Mtertal shall not exceed a tsarlrum s i►1 ,;•ray application is acceptable if overspray can be prevented. Th• . ,r eM-Mlf (1/2) Inch ertd all saiellK times 6otA1 rd •red 1 dust. • ,rst coat must be dry to the touch before the second coat is �/ i 5971:1 h� .,� applied r� (� 06/01/lQ1 4 ' ., 6g3i'i111 5930/16 �` . s93G/,7 /1 1: 1 fa:i i�;r +F, d6/01/i9 06/96 i w* _ F t' r w. . _ .. �"•I IV 0/0) dl 9 ( / + `i t r _ _� w' nit � 1 .i �;. � „( .rte•. . a •y„a4_ ...,,r.,.,...-.r..�,w+».,,wr�r*.. ..-e,res . ... .. .• ..�xr ,.••fY!favM►hrwelr" - 4"�+•rNM. .'Yn..N14'.i .,.rAFnWY�dl�'MI/1^NMMM+w�1y. :, a.�a�M�"1W rF rI TNiB DO lM$NT IS LESS lltl � � l I �IIIII ' � IIIIII llf �l � I11rll lll�gl i�,\�1I11TI . �1��,r..11_fi T-ir VIII'') illli � ilili11 i II111i I � IJili i � ili � i � ilili i ll � i i � fl�"� i ili+ ili ililili liliIl ilill1il QPR�� 4 I LEGIBLE THAN 'PMIS NO,TA'I'IUN, "- 1 I 2 I 3 4 I g I g ----_ 9 ` 1Q 1 11 I 12 `6 1993 , I I I I __ 1 _____ _1_ __-1_________ ___ _ __ _____� _ __J ______1 _I__�_l___ IT IS DUi: 'TO Y'HE Qt1AI.I'PY OF _s:•. rad 36 •_�� 'I'HE ORIGINAL UOCUM)?N'1', - --� -- -. __._-__. __ ___-- _-- _ _ --_. _ _ _ _ _-�_ _ - E t3Z 9Z I LZ 9Z Z bZ £Z Z TZ O�Z E3T iii Lt 9t SjT fit f E�i Zi FiIIIIJ11 T �11IJ611 13 L 8 4 frfi E Z i�xum T I � I �� l ��I��II►III II1I11.I��►1►►i��lllIl111111I 111111th ►I►1 ►J1111 ��1�� 11 ��1 ��1111111 ��ill Iilll�� ► i��Il�� ►►��I�1111W11 �I I I I I 1 II,I II IIIII I lllll llllllrllill. .... IIII.II IIII II I�I I I II ILII i I 11 II I II III III I II I . II I I Illillifllll I.Illlllll I II II 1 4 I ._-._ ___.. __ y- •-_-'-__-._ .y.._,.. -_ -••_. _._.._ �___ -r., . . ___. --. ��,r� •,",-••„-. _ "W f,FF _ iqr--- -1_ T-W7: _ -IW-v- - __w��•-Ir,-! .•.v. -r---r-- T j?�, �_.• � .r, - � - ` �! r�.. ,� ,' - � ` - w �- - � • •.�,_w _.-w �►..__'__ _._ .._ _. �. _ .- , •••ter r .• ,-,,,w - T-4 1 r_ 'r �+ 'r' ., I. - 4 �-+ __ _ .q. -,&W Y "� •1 ' ' "fitA ,+ " c - _. + "; 1 r •7 ' t l .0 r C When a o+ry wet. unstable subgrade condition exists, a I. • surface of �tnt completed vont, when tested with a ten-foot SIDEt+ AIR IMI �'". 3 F.XFL11IiD!! �tt� PDrAeIE�IiR `�, geo[av•' •e faCrlc should be placed on the subgrade before tilghttdgt, gall not contain irregularities in excess of 1/4 FIGURE I 3.01 PLF1__pflLPAAAL.L4li_AK_MA,N�L1I : • instal n9 the aggregate base the Contractor shall obtain b. Defective caving snail hi replaced• STATE NIX DESISi!lA1126 f.ABI___LaEli�13PS 2�fl!_1 _SaEN1RAl , rrit'tr approval from the tH.ner before proceeding with this A. Inspect all pipe and /!stings privy to lowering tato trials to eCtive cork I•Ie cost to furnish and install th! geotextile fabric Ensure no cracked, broken, or otherrlae nefmaterials are 1.01 r IQN shall listed as a separate Item in the Contractor's bed. 3-Ce IKiiKa.PAYEtiE1i1' 1.01 n DESI:fliP11Dt! Df_ R1S: �� ASPHALT SURFACE ASPHALT INiERNEDIAIE belq used. Clean ends of D1De thoroughly. Remove foreign matter 1 f •ton function D reventln ft„es Clean surface to remove loose material and dirt. Apply 4-Inch ride SIAIL --___. �E-DESIrAMIIW C2JU_Z11 tlAIIDlf- A. Sever system wort. Includes, but is not limited to, pipe, fittings and dirt fr0e 1nslde of pipe and kptp Clean during and atter laytnq. A. This section includes material specifications and installation This ,-•�* c Der erns a separa. Y D 9 and drainage structures for store and sanitary severs. riquirestnts for corspreased air and potable rater systems. iron :.aarDinq up into the aggresate Aase. fabric pearls shall paint stripes with mechanical equipment to produce uniform straight Alabama Mir C Mix A {. Ust proper implements, tools, and faclltties for the raft and proper overlap, a minimum of two feet. AcceptaDlt nonvoven fabrics edges. Apply 2 Coats at manufacturer's rtco■cended rates. B. Wvrk of outer Related Sections: protection of the cork. Loren pipe into the trench in xuch a manner {, Nerit of Other Related Settlwf' Earthwork. Inclu(I°r Typar 3401, Trevira 51114, Supac SNP, or approved equal . California Type 8 Type A , as to avoid any physical damage t0 tha pipe. Rewwve all damaged S-II or MW tiled III S-III 1. Earthetrk pipe frac the Jubstte. Ot not drop or dump pipe Into trenches under I 2 1.09 PROTECTION: 2. Concrete any clressrntancis. PAI _ PR1]Olt('1S Florida 3,04 M!if.__=R:E:• epaving Georgia Type f .Ol • A. Protect xposed f1nAsMd surfacer adsatent to ro►it free Keatuck The coarse .dggregate cf the base ,.ours• shall be spread evenly WPM becoming disfigured durtnq applle.�tlae of paving materials and from y 402 409 PART - PROaICTS 5.02 LISTAL1,AITOM J�E_t2 AiQ1J IJQ: the prrD+(Pei subgrade in sufficient quantity to fora a compacted physical damage �ssultinq from contact with paving equlpmint. ➢gine Gradlnq C Gradtnq A A. All piping material shall be now and fret of dtfK tf meed iM I1 w depth of st � (6) inches. This coo.'rst shall be rolled with aSurfaces daaaped durtnq tAt course of this work shall bA cleaned, Massachusetts I-1 I-1 2.01 lIAIFflIALS: A. Install Alpe and flttings 1n accordance with gaveraing authorities subject to standard ■ill test before being shipped. three-veneer pow r roller weighing tet lett Mxn ten (10) tons- repaired or replaced by the Cent�attor at con additional expense to having jurisdiction, except where more str!agent requirsawts are Rolling sna. I continue until the ttenq tf lock•/ and dots not crop the Owner_ Michigan 1100T - 20AA 700 - 20C A. Genera': r indicated in the Contract docownts. {. All pipe mad flttings shalt be equal to or better than the grade or rave ant+rl of the wheels. Suf71c1ent scrreoings shall than be Witaissippi SC -• i Be - I ( spectflet. applied to -:oapistely fill the voids and the ease course again B. Provide temporary b.rrieades to keep trrffic off of completed paving 1. Siwert shall be poly vinyl chloriAm pipe unless specified B. Start pipe laying by proceeding upgrade with spigot ends pointing in rolled, sodtrrrq screenings as required. Rolling shall continue and work. Barricades sh. 11 be left 1n plate - minliew of three days New Hampshire Type F Type 8 direction of flow. Lay pipes uniformly to Ione and grads so that C. ►rpt shall be labeled. ftttings and valves shall have 4M otherwise on the drawings or by local codes. finished serer will present a uniform bore. All changer of manufacturer's name or tra(iourt Itglbly raised or cut into Nch additional :c.reeninq sm it be applied where necessary until the after paving work is •-ompleted. Nov Jersey I - S I - 2 � directions shall be made Dy usr of proper fittings or manholes. No ptici. Nor I - 1 He coerce racer'tal tt cell bonded and frrsly set to product a rough 2. Furnish ells, tees, eyes, toupitngs, end caps, and atAir th Caroitna � Joint deflection a,lored. Install all strews at uniform grade granular - Yate 3.10 CLEANING Ill': Ohio 401 301 amfittings of tht se type and class of ■atectal as the pipe. btfwen mensal a mad other drainage structures unlers rhaerm ]. Oralnage structures such at tette basins aha trench drains are ' otherwise. 2 � 3.05 IAULSYU+I Immediately prlcr to turning over to 0r;,isr, remove a!1 trash, Oregon Clasf C Class { i specified on the drawings. temporary wood ceche, anal other debris Olspore of all trcisf ID-2A C. Check pipe for alignsint and grade after Joint Mf Mea midi A. Pipe; Stainless Steel, Schedule 40, ASTM A120, hot-dipped galvanized If the asoh,,d7t intermediate course has been used by traffic and is aatertal and rake intlrt area smooth and clean. Pennsylvania Iype 8. Poly Vinyl Chlorldt Pipe: ASTM 03031. Standard dimension ratio Ensure pipe bedding forms a continuous and uniform support for the per TM A153. ma in a worn --tr7dition, then it shall be cleaned and cuated with a tack South Carolina 403 (Type 2) 311 (Ty'e 1) (SDA) shall not exceed 35. Joints shall be M 11 and spigot type pipi Darrel Derwen joints. Apply cos defined pressure in urer's the coat beforw rpplying the asphalt surface course. Tennessee 411-0 307-{ with neoprene rubber gaskets conforming to ASTM 03212. joint to assure the Ja1nt 1s seated as defined in eataanpip cover {. FAttiogs: Threaded, malleable Aron, Class 150, ANSI {11.3, standard installation instructtoas. Tact sufficient pipe cover hot-dipped galvanized per ASTM A153. 3.q5 ASPHALT C;,, (fTE COL1RSr$: Virginia S 4 B - 2 material to severe pipe from movement Infore next joint 1s installed r9 - C. Cast Iron So11 Pipe: ASTM A74. Jolntt shall Di Dtl) and spigot Washington Clasf { Class E I type with neoprene rubber gaskets tonforming to ASTM C544. Furnish t0 assure proper pipe allgnNat and jalht makeup C. Jolntt: Threaded The �repar yep Dast course shall be Cleaned of all foretgn subxtancts • , in the as alt cc►ncrtte courses- Before starti tt Most Virginia 101 401 servltt relgAt pipe. If local requirements vary from t i. 0. Prevent excavated or other foretgn material from gettlnq into the before moo 9 9 Dh n9 9 specification, thea local codes shall take precedence- , roll the yrw•sent. the roller wheel should bt cell subbed rAth E: pipe during the laying operation. Clout and block the open end of 3.03 ��5: mixture or, one-half kerosene Or fuel oil, and one-half rater. Each 0. Reinforced Concrete Pipe: ASTM C76, Clair III. Joints shalt M the last laid section of pipe to prevent entry of foretgn urtr premixi,l ,-,pnalt concrete course shall be spread to . uniform modified towque and groove type with rubber gaskets complylnq with or creep of the gaskettd joints chin laying operation( are not is a A• Pipe: Copper tuM, swless, type K, soft temper, AST11 0168.; loose-fil ', 'sickness and rolled rlth a 10-ton, three--wheel power ASTM C443. progress. Also close off pipes rAttA N i stubhed orf foe catch roller. gra ftntshed surface shall be uniform, free from ruts or basin construction or other dratnagt ttructuns. e. itttingt: Wrought copper, solder type, ANSI 16.22. 10 irregular'-�es to contour, and true to the istabllshed graae. It E. Nonreinforced Concrete N pe: ASTM C11, Class 2. Joints snail be C. Joints: Soldered, 95-5 stn-antimony Colder. must presenrt A srmooth riding surface. modified tongue and groove type with rubber gaskets complying with E. Employ such Nanx as wit pointing, dibdurin thelay or operation to ASTM C71] prevent rater fame entering the trincA during the laying rsperatlots an0 allow for proper construction of Mt backlill 1n Tripe some. Do f. , not lay pipe In ratty. p�111:.3�_EXEiLiI011 �p 0 t (t1SL1I71..i.lT?�L+ a A The Davempn rt surface shall be Constructed xuch that adequate F. Cleat dirt and other superfluous material from the faterlor of 3.01 Open ends of pipes sna➢➢ Dt prcperly Sealed at ail flees to keep The I)age .surface. Thl.�ntractOr shall upon completion of each sewers as the work progresses. Maintain a swab or drag in the line dirt and other for7►ign matter tut of the piping. Plugs shall be y, and pull section o- paving, make a rater test for drainage at the discretion past cath joint at it 1s completed, commercially manufactured products. F of the Grrr Any portion cher! water stands shall be rirmomked wren to the oo• ,!t of replacement so that it drains properly to the 593i,l23 sattsfact un of the Owner. 06107 e9 593c/211 593G122 5936/19 5936120 06/07/t9 06/07/64 593G/1806/07/•9 06/07/89 06'07/{9 N. mew IAghtinq polls art prega9ntevf rtiver at the factory. If the F F . I i 1.02 PROTECTION: surface is nacres durtnq shipment, then the l:ontractor sna➢I touch 1.06 COLOR SCHEDULC (Continued): , 3.62 A11 pipe -•++all bt cut off even and reamed full bore. aYa•P1�lx up the poll rltA Rrrstoltue Satin Aluminum. If an exltttnq poll Contractor shall protect all surfaces rhtcA do not require Datntinq. remains which Is not Itght gray, thea the Contractor shall paint the LLl■ Calor PAR[1 -_ ,� i.03 Threadei r'ot Joints: Threads shall be cut smooth, fru! and full I Special protection shall be provided circa palntrnq adjacent to ittws entire poll 11ghr gray. Diesel F111 - yellow 1.01 r+ 1 .01 HATERIALS: such as Underrrtter's labels, hardware, and Itgh fixtures. Surfacer standard : ze. Cut tareads so no more than three threads rermain damaged durinQ thu course of this wrk shall be cleaned, repaired or 1.05 CLEAN UP: exposed ,j ',*,r fns joint is made. Ream all pipe ends after cutting A. Owner shall furnish ValsDar paint (via BIP 011 supply replaced by *.At Ccntracttr at no additional expense to the Owner. Kerosene F111 - Brown The stan7dard slictrtcal strvici shall M three phase t20/2fle volt end ( lean i.efore in4tallation. Use a non-hardening. Teflon-based arrangoNnt) for dark gray, tight gray, and eP green paints, Upon campletton, Contractor shall remove ail tomtit threat sea ant applied to the ale threads. Teflon tape is not I unless specified atMrwtse. Contractor sisll furnish all other 120/ Leg" delta systems b art not permitted. Single Phafe , . 1.03 PBEEWIIDIl: contractor-purchased wattrlels. equipment, tools, and all debris due Heating 011 Fiil - Greed 1?0/240 volt (3 wort) systems say Di used only if l2J/t06 vale, Accept"I10� materials. to his work from the premises. Ail areas shall be left broom clean All surfaces shall De free of dirt, grease, 011, contrite spatter, or it satisfactory tquival Mt. Unused paint (frrmisbN Used 011 F111 - Black wee Vhasi servlci is not avallabte. pe Joints: Remove all slivers and burrs remaining from and any fortlga matter vhtch could adverse/; affect the finished - I 3.(34 Solderedby the Owner) spall bi returned to the Owner. That worst shall meet the standards sit forth 1n Me appilcable the tube -_ut by reaming and ftIImg both pipe sur.*acts. Citan 8• All paint materials shall be deliverid to the job 1n the appearance or protective properties of the paint applied• Bare • fitting an,i tubi vets emery clots. Remove residue from the cleaning manufacturer's origirmal container and hearing Its label. coital surfaces shall bt hand tool cleaned with scrapers and etre I Vapor eco+rary Orange port ems of the tolfoulay recvgtaiztd calls an/ standards: operation, apDIY flux. and asstnedlt joint. Solder shall f111 chi brushes (SSP[-SPZ) and solvent cleaned (SSP[-SP1). Shop primer 1.06 2. Tank Gorge - Gray 1, Certified Ballast Maautactrrerrr <C11M) 2. �7actory Mutual (FIN) Joints by taptilary action. Soldrr shall cover the joint coats which hate been marred she Al be wire brushed to bare metal and Tank Observation Nell - {lark Triangle os a White NaekgrmetN ]. Tnsttri • of Electsltal and Electronics Englrwers (IEEE) " periphery, Mips joints clean. C. Vslspar Corporation is the only acceptable menui'acturer for reprtmed with the spitifiod primer. Surfaces shall also be free of ltd [alar J_ • dant gray, llglrt gray. and M green colors. Atcaptable moisture before applylnq paint. 3.05 Ahove grarsrrW Dipe shall be suDportid every tour (4) fret acro vt all manufacturers for all other meterialf are Porter. Yonkia-MaSestic. 1. Dispenser Island Fogs - Dark Gray 6. ►1iortal Ele tric&)ineCodq Society (IES) .._ Changes tb dtrectlon. Underground pips, shall be contlnrousty Sttb�erslble Pumps - Guar S. Ins+�lated Power Cable Engineering Atzoclatlorr (IPM) Sham a - Williams. or appraaed egsral. supported. ICJiTIt1l1 2. Bu11d1ng Sidewalk Farms - Dark Gray 6. National Electrical Cont (NEC) 7, National Eltctrlcal Contractor's Associatten (NE(a) a 1.04 APP 3.06 All T!pinry systems anal' be :leaned and flushed out pr'or to D, Urethane Paint System A. Tl1e a:ryltc enamel paint ays1N (Section 1.OlE) atoll De used for ' e. National Electrical tionfacrirertr nsrotia{iew (NON) - overatton- ]. Amenity Unit fora - Dark Gray 9. National Ftri Protection Association (NTMI "a' the first four items of the color schedule. The urethane paint 10. Uhderwrtttrs laborateries, Inc. (UL) Item Yalsnar Calor CoAd system (Section 1.010) shall M used for the reaalning items 1n all 4. Tank Manholes - See Below 11. OSHA - Occupational Safety and Ntalth Act 1.07 No Dart oy the work shat be covered uhttl it is inspected. tested. - marketing arras except California. The aeryllc enamel paint system and aDDrO°!w T�`stinq shall coyly with air 3ovtrnf�y stats and Ferrous Imetal M Nr 13-F-,i{ Solvent-Based Metall Primer shall bt used far all trims 1n rho State of California. 12• ANSI - National National l Safety Institute local corers• 5. FAxtures on Islands - dark Gray 13. NES[ - National Electrical Safety' Code + ' Galvanlzod Mehl Primer 4?,-r-106 Water-eased Acrylic Enamel B. All materials shall be brushed or rolled in even, thoraph coats 6. Tank Yeats light Gray 11. Local urs! State Codes 3.08 Potable voter system sh.11 be hydrostatically tasted at line reducud 25% with clean, fresh water y l pressure for a duratiprr of one flour. without runs, saps or D!emishts by ik111id craftsmen. Sp(a)r '� i appliui•un is not permitted. 1. Structural Steel Above - Light Gray 1 ElEr�t�ilGiiE)( IDENTIFICATIdI , Thinner for Prime' 7-T-3.3 Horizontal Canopy Deck 3.09 Compressi4 a' system shall bi pneamsarticaliy ttsted with air at 200 C. Paint shall be app➢ltd when the ambient or strrfaci temperature 1s psiq for a duration of one hour. The Contractor shall gradually Dark Gray Finish 2C Series Alkyd Enamel between 45'f and 90'F or as specified by the manufacturer. All e. Rear Canopy Support - Light Gray A. exposed or cone: Provide adequate marking of mists consult each it increase the pressure to not more than art-quarter of chi tort 1 in sutceidln coats. Above Sales Kiosk as or concealed 1n accessible spates, to conduit. distinguish each rya i increase: then the pressure shat: Di lntreastA to steps of Light Gray finish Va 1-F-105 Urethane Enamel coats shall be thoroughly dry before appy g 9 as either a power or slgnallctPids tatirxr conduit. Provide approximu telt' one-tints of the test pressure until the requl nd 2:A D. All finish paints shall be applied only with the specific prim 9. Canopy Columns - Light Gray modeasset/*• or snap-on type plastic or metallic markers. locate psig is rtached. All Joints stall be examined rite a soap and ratty OP Green Finlsb sr0 -102 Urethane Enamel ( toat(s) ricotwnded by chi wanutacturers, 0o not thin, alter, or markers at sods of conduct runs. solution- fqutp■eat and 1n-lint divlces such as the regulator and substitute sraterials unless approved by Owner. 10. Sign Poles - 11gAt Gray {• Uade fill va►re shall be protected from chi A1gh test pressure. Thinner for Urethane Ftntsh 7-T-59 tic rid on ca le mar ftcattth:each u a continuous bright-colored E. All vork shall reciivt a full prime and fro (2) flnlsh coats. for I 11. Ltghtlnq Poles - Light Gray plastic ribbon cable marker with each underground cable I i crap of surfaces previously painted with urethane paint, the field prime cables). Locate each directly over cables. i lnchef to • inch" E. Acrylic Enaew,l ►mint System coaI t may be emitted and two finish coats the 11 be applftd. below finished grade. Colors for Tank Manholes (All Marketing Areas): Cable/CoMuctar Identification: Coordinate a uniform and consistent _ _,• Item Valsnar Color Cade ___ F. When painting tank manholes for fill, vapor recovery. and monitor scheme of color tdentlflcation throughout the building system. On '` I wells, the surrounding 3' of concrete slab shall also be painted to Regular Unleaded Fill - Nh1te r/{lack Cross large conductors. secure identification by ■el.ni of painted color handing or plastic tape. 1. Ferrous Metal Primer 13-1'1-123 Mater-Based Intal Primer match the color of Me manhole. • I Re4ular Leaded F111 - Blue Galvanized Metal Primer 13-4-123 Mater-eased Metal Primer I G. Canopy columns and sign pelts are nonrally shrouded with an aluminum 1• Calor schewe for branch circuits shall be as fallout- composite material and are not Dalnted. If they are not shrouded, I Pius Unleaded F111 - Blue r/Whits Cross Dark Gray Finish 42-i-1�� Mater-{aseei Acrylic t:maNl then the Contractor shall paint them light gray. Super Unleaded F111 - Red r/White Cross 12D/208 Volt Light Grry F1n1sh 42-F-106 Water-lased k_rylic Enamel , ase A Black Phase a Red 8P Green ffnlsA 42-G-IOS Hater-dated Acrylic EnsNl Phase c aloe Neutral White I 5936/27 5936/28 ,round Green 593G/26 06/07/89 06107/89 S93G/29 5936/25 06/011{! i- 06/071891 5936/24 06/07/69 06/01/89 2.05 MN IK_ D. Provtston for empansion shall bt provt�ed by a mfnl�um of oat b. Surface' Type iS or FD bow vets surface cover. B. Conductors: Provide soft or annealed copper wins meeting, Mfore stranding, the requirements of ASTM 6-3, "Standard Specification for GrounA all equipment and devices as shovn in the he local al and ri i �J SITE CQHDUII ROUil�._BURIAL DEPTH-AND SPACING- expansion fitting installed in each straight run of eundult Soft or Annealed Copper Mire for Elittrlcal Purposit,' latest inspecA by the National Electrical Code (NEC?, the local electrical - I-0 " excetdir+p 150 foot 1n length and at 150 foot intervals thereafter, 2. Interior Uutlet box Accessories. Pnvvlde outlet box accesxorles A. All underground site Conduit shall be buried a minimum of 24 helot as rroulred for each installation, compatible with outlet boxes edition. inspec fon department, and The Power Company. It Is recommended that finished of eats riser - no gradual rise of conduits t0t bsurfacde aTtradthe e ibs ase being used end meeting requirements of individual wiring the groundtnq system !ncarporatt incOming copper rater 11nes, 1f i 1, Conductors for power and control wirinq shall D� stranded available, to addition to 5/8" x 100 yroundtnq rod. Approved exceidfnq 10 flet in length. stuations. permitted. Ninimum conduct size shall b! 314 . Copper• Mo alumiaua or copper clad aluminum wirinq 1s permitted. pressure connectors or Cad Needs shall De useA to connect Qrvunri C. weatherproof outlet Boxes: Provide hot dipped galvanized cast-iron Vires to rods Do not use oil, gas, or steam lines as the gro.nding F. All conduct shall Da rlgldly supported frrsa structural members rets 2. The weetnfmum size for pow r wirinq is af12 AIIG unless stated system. atherproof Outlet rlriny boots, of the type, shape, and size, othirwtti an the drawingf. m�ileeble Aron conduct clamps, not to + exceed a feet: oh center. All lntluding depth of box, with threaded cohdufk ends, Leman fiberglass 1 04 i;UTi m_MQ_PAIW mG; the tad' is not acciptaDlt fir sovntlnq, use U-bolts instead. reinforced coverplate with spring-hingid raterpr0of caps sutiably A. Cutting and patching of her work to accoueraAate the installation configured for each appltcatloh, including face plate gasket and C. Inw latlan: Insulation shall stet or oxcied the requiree>,nts of UL 2.06 SAFELY_AH1L.I1I1SX1NNECi__SdLTS�iES� ••'�'" G. Canduit Specifications: corrosion-resistant faxtiners. If the outlet box is located in a e3. 'Standard for Thenroplartic Insulated Wires.' o} electrlcai cork is permitted. See Concrete or Asphalt Concrete hazardous area, ant f requirements take precedent. A. General: Provide heavy-duty type, dead-front, sheet steel--enclosed, Paving Spec!firations for pavement repairs. Except as individually Conduit: Provide comrdult and fittings as tndlcated. 1. Insolation for conductors sized No. 18 AWG through No. 16 AWG surfac!-counted-shfety switches of the type and size indicated authorized by the Ovner , cutting and patching of electrical work to shall be UL Type TFFN gasoline and oil resistant and M sa Safety switches shall De rated for the voltage of the ctrcult ih �� accommOda+.c the installation of other work is not permitted. 1. Rigid Steel Conduct A)ISI C{0.1, Not-dipped galvar,lztd. D. Junction and Pull Boots: Provided Junction and pull boxes, with markod, which they art installed. Safety switches used as motor disconnects 2. Rigid Steel Conduit Fittings• ANSI 080.4. screw-on covers, of the type, shape, and size, to suit each shall rye horxtpowtr rated foe the vOtt'r served. Svttches shat/ be COMPANY B Filling in and finishing the building floor at conduit chase 1s respective location and installation. 2, Insulation for conductors sized No. 14 ANG through No. 10 ANG quick-make, quick-break type wlth externally operable, Indicating, required after installing all incoming conduit.. Flexible Metal Condult: shall be 1)l Type TWIN/T)MM gasollat aid oil reetstaat and be so and lrckaDle handle. Narked for 'purpose and failsafe. Safsty and E Conuutt Bodies: ProviA2 galvanized tact-erose/ conduit bodies, of marked 1. Liquid-tight Flexible Metal Conduit• L1qu1d-tight flexible the type, ssape, and slit, to suit each respectly! lOtetton and dlsro+inect switches small De as ■rnuftrtturtd by 6ineral Electric, MARKETING/ p{� Installation, constructed with threaded conduit ends. removable Squere 0, Westinghouse or approved equal. RETAIL ly1/�,R K ETI NG 1 .05 @R/!NL�iS1Rr.U1T ii.,ftldG, metal conduit comprised of single strip. continuous. flexible. 3. Insulatin•, for ccrhductors sized No. a AMG and larger shall M UL cover, and corrosion-resistant scrta4• w y: p p J yp DESIGN A N D FENGINEERING N lnter➢ocked, double-yapped steel, galvanized inside and Type T'ANNITIOea sellae and oil retl�tant and be so marked. B. Fusir+ Fuse clips shall Dt postttvo pressure re ectttn-t + A. Foch 110 volt branch ctrcult cost have its own neutral return outside; forming smooth internal wiring channel; with conductor - no sp11t neutrels per■ltted. ilquld-tight �atket of flexible PVC. F. Dush!nyc, Knockout Closures, and Locknuts Provide fuse.l9ps suitable for use with de Class R fuses. hall be dual torroStun-resistant punched-steel box knockout closures, cOndult 4. Ali wiring inside lighting fixtures shall M tsmperarire rated eluent, current-•llmittnq, time delay, Class RI(-1 she/► be uxpd. � PUBLIC �17�E � r lockouts, and insulated conduit buskin s (k the t e and size to per the NEC. CLEVELANf1.OHIO 4,4114 1 .66 TEMNRI„�KlWER; 2. L1qu1d-11ght flexible Metal Conduit Fittings: Liquid-tight, y C. PT N 01sConnttt: 0lsconnett tri tih(rs for dispensers and puueps sr+all 1. zine-coated steel. suit each respective c,se and installation. A. the General Contractor shall be responsible for installing the D. Ccemnectors for 8u11dtng Wire and Cable: Provide factory-fabricated, Mva the ab111ty to brp7.k all conductors, 1nCiucd the neutral s•' . temporary electric Supply for use during construction. The use of H. Fittings: Provtdo flttings at supplied by Croute-N1nds, Appleton or G. Explosion-Proof: Provide conAult bOxls, bodies, and seals as metal connectors of chi size, rating, arattrial, type, and class (PT { dispenser dltcranrlect). the supply will he ma Ae available to thr Bulldtng/Can!tpy Erector and required to conform to the eppllcatlon secttoris of MEC for the type requlrtd for tach use. equal. ftttings shall Kari rubber or Neoprene gaskets where any other contractor working at fire s1tl. The Owner vile be inxtalied 1n damp areas. Flttings installed in hazardous areas of hazardous location as defined by NEC. Components shall comply T /� [� P � .. responsibr: for the elect.lclty costs incurred during conn tructlor7• shall comply rlth NFC and UL 886. with UL Standard 686. I. Terminal lugs are to xi used whenever possible.1111 Vitt c o N for 2.07 LISiILIIlG_FIXJLRES: F ! A N o ' ` a �j ` �� J."� l O�� ronducttrs up to a maximum of one No. 6 AMID win vritA two No. b H. PanelDoards: Provide Square D panllboards as required. Choose the ANG wires may use twist-on pressure connector: tf required A. General : Provide lighting firtwrt►s, of the size, type, and rating I size• Lug/bolted comsectlonf are required for all conductors indi a ted, cattplete wi.h, but not sle,cestarlly 119ited to. lamps, PARI � - PRQDUl:TS 2.02 0�(E�-AI►{i�L�� appropriate plug-1n brlaklrs for the! funttlons that they are requlrtd larger than f6 Ali. lempAolders, re/ltctorf." wliasti, starters, and wiring.11 01 WNQUII A. General: Pravldi electri_Al moterialr7 and components for a complete to povtr floc the seltctivn of Square D products. If rotating - ,, asfembly as supplied by Cro■to-Ol ads. Appleton, Square 0, or tqw 1. equipment is supplied from the panelboard, the breaker toggle mr,at he 2, AiT motor leads. 110 NIG }M larger, shal`+ M connected uslnq, {. Ballast - Fluorr+:cent: Provide tar «else, high power factor, rapid A. Fnr each ele,trical raceway system in,aicated, provide a complete fltte rlth a permanent locking attathnetnt. The attachment must be pressen fitted Ings aced halted. , assembly of conduit with fittings, including, but not necessarily {. Interior Outlet Boon: Prove galvaalzed steel lntirtor outlet capable of securing the breaker 1n the off posltlon ustnq a comm start, C1 us , thermally prntilor . incased, and potted r ` adlock. The panelbwrd sMti hue a typed ctrcult Directory per NEC. Mlfatts. Use ballasts for ixtrrtor or endow curt--conditlhat'd �• •• h 1lmtted tn, connectors, nipples, couplings, expanslun fittings, wirinq boxes, of the type. inapt, and stzo, tncludlnq depth of box p 3. Splices art haft permitted ie fe/tden. motor Ieads, or _ bushings, lockouts, other c0erpohents and acclssorie, as needed to to suit each nsptcttve lotatlar oar! installation; constructed vith spaces wit') a •C• sound rating and a 4'► temperi'tvre rating , CoeauniCatlon/data wiring. j1 form a coarplpto systrm o! the type indi a ted, anA ns required by the stamped knockouts in back and fides, and with threaded holes with Q ! fid NEC. :crtrrt for ticorinq box caved or wlrinq devices. ►rovlAe gang • 2.04 EMU. N1RE._.AND_S�IILIEC.TM; 4. The rte of tersipal st'NN for wiring eeemertt'9anf Is encouraged 2.08 EQ�I1[,IT-MR.. Ae5MU a M: I Mats there devices are shown h be grouped. except tA1M elm cemflltt with A abo►e. r raga B. All co,idu!t shall be heavy wall gr'vantzeu steel except as noted A. W1rF end Cable: Provide factory-fabrltated wire and cable of the � � otherwise on the drawings. Plesti conduit (PVC) may be used where Type- fqr M Various locations: size, ratio +material, and t e as indi sited for each use, as A. In accordance with Aforthe 500 Of the Pet end following the •. o ill OATIt 4 1 rtcoeeeeryatioos set forth 1n A�flcan Petroleum Institute Standards g, type �0 permitted by code, but under no eirtumstancls may plastic conduit be specified or othervlst indlcattd. Mires and Cables ,►hall bt pulled used for data wiring. Separate conduits shall De used for data !nd a. t'.ent/al: Fulrtlsh boxes to cult the ufe by taklnq into into their conduits using a lubricant per manufacturer's MI-RP- and iIPI'nthe4ci A1) eatareal and which It cis shat! to •'�'+""`�"�' power wirinq. All conduAt shall be coned or capped prior to actoutmt spats aratlable, appearance. aha a requiremewtt. recommendations. No oil or great• shall be us.d for this purpose. suitable for 'iso 1n f{At clttlslfled area in mthlcA it 1a ins+talltd couplet• installation to prevent any torelgn matter from obstructing If no manufacturer's retoeuendati0n ix siadt, use Flaxsorp, f-ER-EJIS, rho conduit. All wirinq and !fittings shall he Class 1, Group 0, as or owner approved equal. B. (lwner't Rlpresentatllf 1t the final acme trtfitor of ail qusttiatss required by code. All required seal-off fittings shall be AnstrlleA, regarding area cliEtifleatlalrs. and seal shall be poured after testing procpdurps are complete. -�_ 2.09 My tlettronit work •hall reWirs floe ipstalling sec MilclaA to w at C. l.ondult runs exceeding 15 felt to !mages shall bo !quipped with • grottbd strap. - - . __ - - , , d I I . . suitable wiry 1ntlrt t0 /amble the pulllnq Of a fish tape for Sl3G/33 5136154 y, aAAltionel wtriag. SlK/51 5936/32 a/1Fflt! bT/22/ 1 , l' I ♦ , - " ONO`/i{! 01/22190 _. __ r r:„ ' t r ' r e 1. *; ti93G/3U x rr 00" OI/.Ii/90 aenlrrmA rMrra�nerr r , r r - •,.. . -.•N�.�y.�l� I .. ',i+ ..' ..A safe.F,..,.., curl ! � .,i9r~'.. fix. °l`.A./u. .. da+..t`. 7..7.7., ,y,m , `!: �..7rI ..1,i: -.. V.. .. -- _ ��i ...-�r.wra.i,-...,",.r,..tllll�.,., ,,.y„n•.�r.•. ..F,'�"•r,�ti � y,.c•� .-..�U�w::✓;,, ./•..WMfsc..,M :rml�l. - � � - ..-...+..- -- ,n..._.-.-....�_..�.__.�.._. _.__ _..._._...-...__. _....;>tJt:i..u:....i:.._. uiWaix_.L.r:a.. r ". _ rwrrrwl.�w !" IL �, n ,IIS THS8 DOtUME;NT IS -..ESS 11111111111 111 ' 111 III Ili 11 Ell r11 1!I 111 tri T`�i�� 1T ill _ r�"I_i_f'l l I'�, 1,11 III III 1 1 ' 111 III IIIIII II 111 e p III III 1111111 III III Ilillll _ r a 1 1 lilt I ( '2 1 i 3 ! �4 fi � i I I i J I I I � 11111�11ylilipl1 I APRIL ) 993 LEGIBIF THAN TNIS NOTATION, u g O 1 1 12 IT IS DUF TO THF QUALITY OF ____- _� _`__�-�----- _ � � i No 98 1 `I'1[E ORIGINAL DOCUMENT. - ---- - - _� _ __.. __ _ ____ _ £ l BZ BZ A,111 Z Zi'Z (T91711 T1911 IZ O�Z Q�I �8I LT 9TT -SII---6i £T ZI TI - [ - 18 Ffi? - 1L� 9 ! TE Z - T� util.. n11111111111111111111111111111 I' 1 �I�I IIII II IIi Illlllill ill�lilllllll lllllllll�lllllllll�ll 1111 1111 l I,.II .,, II III iIII IiII I �I IIIIIIIIII►►►IIII Ii�iili lie ilii it IIlli 1111 llll��llI IIIlllllltlllllI IIIIII 11111I1� VIII 1111111111. JII . 4 .�.4 I 1 _ -- --- -- - .� � �,� ,� ��;v.--*'p�IR{�-^r�• �1pf; -;t�-a- �---rr=-r�--r...--r•-^-;. •.-It-,�;'�ql�}„,q, t�- -r-z L i PART_i.=_EISENTI4N ellQ.TESIlK: 4 W 3.01 INSTli1LM M.AMDJUILMt� r A. General: Install electrical systems as shown, in accordance with the manufacturers written instructions, the applicable codec and j regulations and owner's instructions. 1, B. Conductor Tests: Megger tests on insulation shall ba made on the I I circuits before seals are poured. The Test is mandato;; , for incoming service conductors and motor leads to Submerged pumps The (.08UA)11 SCHEDULE - 3 PHASE 1201206 VOLT (4-HIRE) RETAIL LOCATIONS resistance between conductors and between all condUL tOT S and ground t1AllLSERY1SJiS4M4111I 1A114 FL4(IIRUlII(TS (STANDARD ELECTRICAL CONFIGURATION, shall not be less the ten (ii)) megohms for all circuits less than 600 t .__ !_-_ !Q_ YLL1L NS lenLI ' --I4_._._---- _. ME void 11a _1111pKt-jWOf CQ!"1aR Nt[AR(S-SIN FROl1 _. -To .0. Me J' 10 �- ft!l�I14lLS7�-�IQR;bREA1tER POSITION r volts. lest ground ConductolS for continuity. _ r.Ptt�. _ _LASE 110% OaY (1-M1RL1 ')" I PHASE )jQ(240Y (]�ITSE!. 10 �1.t_ FLNLTION Q{'__ IO(�pREAKER_�QIjIjQh ___E_R4!!_-- _---- -"- NOTE Megger tests wast rpt be pit after wt res have been - CONOl11j�. CAaIfS-__ COPal11T - GABLES--_ 1 VARIES MAIN SERVICE HGT SITE INCOMING i-LINE PAIN VARIES 251 201 1 1 DISPENSER GBL, (6 HOSE MPO) PANEL e • KION EACH DISPENSEA 19A 1 DISPENSFR !4IFA(ON SIGNAL INTERCOM 61S►ENSER INIERWN 630] 1 12 connected to a piece of equipment Or terminal strip due t0 possible Mo IN SE.iVICE OT ELECT. SERV DROP INCOMING PANEL PARK:PINCTIOW (REPEAT I INTERCOM SIGNAL INTERCOe1fCf10N t00K {401 1 Building Only 1 ea. 2.5' 1 H. /250 NCM I GA. 2" ] N. 0250 MCM PAIN SERVICE MOT 0 KIOSK 1 DISPENSER FWER ADT:♦-1 14 11 i2a (REPEAT FOUR 71M[S) (10 WIRES ALTOGICTM(R) damage to the equipment. (3 hot, 1 neutral) (2 hot, 1 neutral) PAIN SERVICE NEU 2 DISPENSER ►OWER NEUTRAL 11 3 OIS►ENSfR LIGHT H01:0-26t1 19B 1 OiS/ENSfR INTERCOM Sitirlt . •2 2 5 CARWAS14 POWER HOT i-LINE PAIN DP PANEME L • CARWASH 3/0 154 201 4 DISPENSER LIGHT NEU 14 SAAS ADOvf (019A) Cfqulpwent Tests: Operational tests Shall oe performed on all Building With: electrical equipment to prove satisfactory performance. This shall f.ARWASH POWER HOT INCOMING PANEL 3/0 S A PUMP CONTROL 11 Include mechanical Ind electrical operation from all control inti 7 Rail Over Car Wash (ROW) 1 •e. 2.5" 1 •a. 0250 PCM 2 aa. 2.5" 3 •a. /ISO MCM CARWASH POWER HOT • KIOSK 3/0 6 A PIN CONTROL NEU U 20 .7S LEAK DETECTOR SIGFIAL:1d3 ►AUrfl 1 • KIOSK LEAK OE1fCTOR 16 .2 11 P points (7 hot, ) nwtral) l2 het, 1 neutral) CAMASM POWER NEU 3/0 7 B PMP CONTROL 14 (REPEAT 15 TIMES) e B PUMP CONTROL NEU 14 and operation of relays and all Witty devices. safePANEL 3. Support auiidinq I •a. 2.5" ♦ as. 0250 ICM 1 •a. 1" 3 ea. 0250 MCN •3 1 CARWASH CONTROL tqi LIGHTING CONTACT 00 ►AL LIGHT 11 21 120 ♦) C P111 CONTROL 11 21 TS TANK GAUGING SIGNAL .:/4d (ANa( GAINGIF TANK GAUGE 1/ .2 12 (3 hot, neutral) hot, 1 neutral) CARSCUNiROI NEU • KIOSK CONTACT • CARWASH 11 10 C PNP CONiROL NEU 14 TABU GAUGING SIGNAL -.0-20 (FVTURf) (FUTURE) 11 it R[moy[ RUTH. 14 EARi 4 - ELECTRICAL, f.RK CLOSEOUT: 12 REMOTE RUTH. NEU 14 •22 SPARE 4. High Rite IU Sign 1 •a. 2.S" 4 ea. CJI out 1 •a. 2" 3 aa. 0250 MCN •4 I CARWASH SIGNAL 1.) le 2 2U 13 St OI A DATA (.) DISTRIBUTION BOK DISPENSER 10 20 (] hot, 1 wtral) (2 hot, 1 neutral) CARWASM SlGN1Al (-1 14 SiDE A DATA (-) DISTRIBUTION IN DISPENSER 11 20 23 1 CANOPY LON LIGHTS (6-40OW-9jM) NO'T:C-5 PANEL C f KIOSK DOMN LILMTS 12 20 2N A. All site electrical systems must have passed functional testing and De fully operable. S. Support 81dp ROW 1 •a. 3" 4 •�. /'hW MCM 2 u. 3' ] ea. 0500 )ICN 'S 1.25 SUPPORT BUILDING M01 1-LINE LAIN PANEL A • 3/0 91 208 iS SIDE 1 DATA (.) Olsi6iBUTtON 1001 DISPENSER 11 20 CANOPY oomM NIGHTS (6-40OW-AAs) NOT:C-7 • CANOPY 12 SUPPORT BU1lD1►WG MOT INCONIMi PANEL SUPPORT BUILDING 3/0 16 SIDE B DATA (-) DISTRIBUTION BOK DISPENSER 11 20 CANOPY DOWN LIGHTS (6-40OV-AM) tOT:C-4 12 (3 het, I neutral) (2 hot, 1 nwtral) 17 STARE DATA (�) OISTRIWTION SOK •IS►ERSU 10 20 CA40PY DOWN LIGHTS (6-400-AM) HDT:C-11 12 B. All site electrical systems must pass inspection by the local 6. Ht Rt s• IO Si SUPPORT BUILDING NEU • KIOSK 3/c qh gn, ROW 1 •a. 3" 4 ea4 0350 MCM 2 ea 2.5" 3 •a. 03SC MCN SII/PORT BUILDING CONTROL 11 SPAR[ DATA f-) DISTRIBUTION fOM OISI[NSER 11 20 CANOPY DOWN LIGHTS (S-400N-AM) MOT:C-1 12 approving authorities- (] hot, 1 neutral) (z hot, 1 neutral) 19 EQUIPMENT GROUND 12 CANOPY DOW LIGHTS (S-40010-SIM) IOi:C-3 12 `6 75 WATER/WASTE PIM NOTA-5 PANEL A 0 KIOSK WATER/WAST[ PUMP 12 10 200 CANOPY DOWN LIGHTS (6400V-AIM) OCT:C-2 12 11 12 1 DISPENSER CABLE (6 HOSE MPO) CANOPY OOYN LIGHTS (6-40OW-SHIT MOT:C-4 12 1. High A1Ne 10 Sign, 1 ea. 3" 1 ea. 0350 MCM 1 ea. 2.S" 3 u. /]60 MCM WAtERVVASTE PLOP N/(1T:A-7 12 1 DISPENSER POWER NOVO-) CANOPY DOWN LIGHTS (!1.000111-AIA MOT:C-ft 12 C. All buried Site power and control subsystems must have passed Support Building 17 hot. I neutral) (2 hot, l neutral) WATERAIASTE PUMP EQUIP GRNO. SANE As 11 CANOPY (TOWN LIGHTS (6-40OV-AM) IDT:C-R 12 appropriate eonductor megger testing. D. All electrical S. High Rise 10 Sign, I ea. 3" 4 aa. 1500 PCM 2 ea. 3.5" 3 ea. OSOD PCN 7 7S SUB. "SUPER" NUM► 1 5 M► MDT 8-4 PAN1l 1 • KIOSK Su►ER PINE ►0 11 200 DOWN L ( SIM) HOT:C-11 1 paneiboards must h1Vf t written schedules that Support Building, ROW (3 hot, 1 neutral) (2 hot, 1 neutral) SUB "SUPER' PIN 1.5 He Not 6-4 10 1) I DISPENSER LABLE (6 NMI PIM) CANOPY 00wN NIGHTS (S�)OH--5111) MT:C-11 12 SUB. "SUPER' PUN► 1 S HP EQUP GRID. 10 1 DISPENSER POWER NOT:04 C,wDPY DOWN LIWTS EQUIPMENT 6ROUI1• 12 accurately identify breakers by function and panel position. SAME AS 11 _ a 75 SUB. "REGULAR" PIM 1.5 MP ►AT:B-3 PANEL 1 • KIOSK AEG" PPIP 10 17 201 2e 1 NEON !TRIP (r BALLASTS) C-19 PANEL C • 011051( NEON STRIPS ON 12 12 1If E. All conduits and conductors must be properly tag identified. Sue. "REGULAR' PUMP 1.5 Me HOT:S-5 10 14 1 DISPENSER CABLE (6 HOSE PMO) NEON STRIP (4 BALLASTS).0-21 CANOPY FASCIA 12 22 Sue. "REGULAR" PUMP 11 He EQUIP. GRND. 10 1 DISPENSER POWER HOT:6-2 NEON STRIP (1 W1ALLAStS)!C-23 12 22 .t F. All unterminated electrical work provided by this contract intended Default Specification 1 ea. 3' 4 aa. 0350 ICM 2 1a 3.5" 3 •a. 0350 MCN SAME AS 11 NEON STRIP (4 BA[R:C-2 C-i1 12 22 FASCIA 1AANOLCTfER:C-24 FASCIA BRIWOLE7TER 12 21 (7 hot, i neutral) 12 hot, I neutral 9 .75 SUB. "PLUS" PIMP 1.5 MP MOTTO-15 PANEL 1 • K10SK PLUS PUMP ;00 17 101 iS 1 OISiENSER CABLE (3 LOSE MPO) BACKLIT SPREADER` (1 DISIENS(RSI:C-IS SPREADER NIGHTS It 21 for interface with another contractors must be properly secured. ;130G/36 SIB "PLUS" ►(MN 1.5 HP HOT.1-17 •,D 1 DISPENSER MdER MOT:6-13 SACKETT SPREADERS (4 DISP[Ms(RS):C-20 SPREADER LIGHTS 12 21 06/07/89 SLB "PLUS" PUMP 1.5 MP EQUIP. GRIND. G. All appropriate conduit seals for hazardous locations must be poured. 1 DISPENSER LIGHT Morse-zs •10 .75 SUB "DIESEL' PUMP 1.5 MP HOT:1-16 PANEL B 1 KIOSK DIESEL PUMP 10 17 101 SAME AS 11 '15 .75 FLAG POLE LIGHTING MOT:C-27 PANEL C • KIOSNI FLAG PUCE LIGHT 12 10 120 A15. "DIESEL" PUMP 1.5 He MOT:8-18 10 FLAG Pol[ LIGHTING NEO 12 H. All spar conduits shall have a pull wire installed and shall be SUB. "DIESEL' PUMP 1.5 He EQUIP. GRID. 10 16 1 DISPENSER CABLE (3 HOSE PRO) i DISPENSER POWER '101:1-17 16 .75 YARD LTS (B-4OOw-SPH) ►qT:c-)3,13.11,16 PANEL C • KIOSK rARO LAMS 10 11 200 capped both ends. 113OG/31 3 DISPENSER LIGHT MOTTO-2S BARD llGiiTiMG (1.10OV-30114) NEU 10 SANE AS 11 O6/07/e9 11 7S NORMAL 10/"ICE SIGN IiGNNT MT:C_22 PAWL C f KIOSK [D a MIC[ SIOiS 12 21 120 I. All el• tr1Cal systems must pass the inspection of the owner's •17 1 DISPENSER CABLE (1 OR 2 MOS[) NORMAL 10/PRICE SIGNUP LIGHT NEU 12 rept ntative. I DISPFNSER POWER HOT S-14 NORMAL ID/PRICE SIGN LIGHT EQUIP. BOW♦ 12 J. A111 electrical as bul!t drawings must be in the possession of the SANE As 11 owner's rgpr•sentative. 1 DISPENSER CABLE (1 OR 2 NOSE) 06/OT/•9 t110Gl39 •la I DISPENSER PMA NOT A-14 i SAFE AS 11 1130G/38 593G/31 06/07/69 0112240 CONDUIT SO4ED01 - 1 NMSE 12W740 VOLT (3-MIR0 REiAIL LOCATIONS (USE ONLY 1F 3 RIM IS NOT AVAILABLE) _WILESMC 1;9'i1LF.iQN-S2uS1➢R_e9SpKE5 SITIQy _ FROMTQ WIRE_ Nr Y91L IR SIZE Et!l�ilillli4f CQkQ)�TOR;BREAKER_POSITION FNN -- ------_IQ-- _VE.- ✓IF Yg11 L0 �. i]4(Tl13N F LQyQ�,lZLKLAKEY 1' S1L1ON _ Fes( _ - _ TO .-- -YULE- mr 1� LQ -1U_ FARILTICRW Of CDNOlJClog BUMEAjwnm ---fRON To Ylpf mr MU 10 311(- FLKTIgg OF CONOUCTDR;BRIMLI P LAIN _ FROM TO •.'S 15 M1fw RISE IG SIGN LIGHTING P1pT:C-28 PAkfl C e 0110501 MIGHT RiSE SIGN10 17 110 1 VARIES FAIN SERVICE HOT SITE INCOMING i-LINE MAIN VARIES 259 240 12 1 OiSPEWAR CABLE (6 MOSS MPO) ►'WEE a 0 KIOSK EACH DISPENSER :OA 1 DISNAs►INsp ENSER INTERCOM SIGNAL INTERCOM OlINTERCOM 6303 2 12 •29 .75 NIGH RISE ID SIGN LIGHTING NOT:C-28 PANEL SII C 0 KIOMIGHT RISE SINN 10 17 its DISPPENSER 1NiERCON SIGNAL INTERCONNECTION SM $404 MiGN RISE SIGN RIGHTING LIEU 10 HIGH RISE 10 SIGN LIGHTING NEU 10 FAIN SERVICE MOT ELECT. SERV DROP INCOMING PANEL �IS EICTI NPOWEiI NGT.d 1 14 14 120 (REPEAT FOUR TIMES) (10 VIRES ALMG[TMER) HIGH RISE 10 SiGN LIGHTING HDT:C-30 10 HIGH RISE :G SIGN LIGHTING HUT.0-30 10 MAIN SERVICE NEU 0 KIOSK 14 HIGH RISE 10 SIGN LIGHTING NEU IQ NIGH RiSE 10 SIGN LIGHTING NEu 10 2 DISPENSER p011ER NEUTRAL 14 201 1 DISPENSER INTERCOM SIGNAL HiGH RISE 10 SiGN EQUIP. GAM 10 1,H RISE 10 SIGN EQUIP. GRNO. 10 -2 VARIES FAIN SERVICE HOT SITE INCOMINS I-LINE RAIN VARIES 269 240 3 DISPENSER LIGHT NOT:" 14 SAME AS ABOVE (020A) FAiN SERVICE MDi ELECT. SERV DROP INCOMING PANEL 4 DISPENSER IiGH1 MGI) 3 TELEPHONE INCOMING PHONE CO. WIRE PHONE CO. TERMINALS 22 10 50 PAIN SERVICE NEU 0 KIOSK 5 A PUMP CONTROL 1 14 4 30 .75 TELEPHONE :MCONiNG PHONE CO. VIRE PFgINf CO. TagmAls 22 >0 51 6 A PUMP CONTROL NEU 21 .75 LEAK DETECTOR SlGwll:O-A7 PANEL 0 0 KIOSK LEAK DETECTOR it 2 12 14 (REPEAT 15 TIMES) -3 2.5 CAR"'_H POWER HOT DINE PAIN OF PANEL 0 CARWASH 7/0 151 240 7 B PMP CONTROL r.,KwP ASM POWER MOT INCOMING PANEL 3/0 8 a MP CONTROL NEU 14 14 22 .75 TANK GAUGING SIGNAL .:8-31 YAM( RTAN( GAME 11 2 11 KEY 11 TA/ll( GAUGING 5161A1 -:1-34 (FUTURE)E) UG (FUTUREl 11 10 C PMI CONTROL Lill KEY CAMASH POdEA NEU f KIOSK 3/0 9 C PUMP CONTROL I • - IF REQUIRED BY STATION LAYOUT '1 1 CARWASN CONTROL IDT LIWTING CONTACT OF PM)EL t LIGHT 12 15 120 11 REMOTE RUTH. 11 - IF REQUIRED h STATION LAYOUT E ALIT H NO U •23 SPARE 1 CAIWSH CONTROL NEU f KIOSK CONTACT 0 CARWASH 18 13 SIDE 12 TA DATA ( DISTRIBUTION Salt DES►EWAM 1a 20 VARIES - SEE DIUCTSAMI CONFIGMTIONS ORAwINGs iAPIES - SEE DUCT6AW CONFIQRATiONS DRAWING DISTRIBUTION 0001 DISPENSER 1a 20 24 1 CANOPY DOWN LIGHTS (6-,DOW-SIH) HOT:C-5 PANEL C 0 KIOSK DOWN LIGHTS 12 24 M 1.M/44 • 12 .2 20 14 SIDE 1 DATA (-) s 3 1 CARWASH SIGNAL (+) DISTRIBUTION BOK DISPENSER 11 20 CANOPY DAWN LtGMTS (6-00W-SPM) HOi C-7 f CANOPY 12 06/07/49 i CARVASM SIGNAL (-) 18 15 SLOE I DATA I-) )�Gi4G 16 SIDE • DATA (-) O1sTRIBm1T10M BOl DISPERSER Is 20 CANOPY DOWN LIGHTS (6-JOOW-SWM) MDT:C-9 12 • � 07/69 46 1.25 SUPPORT BUILDING NOT I-LINE PAiN PANEL A 0 3/0 117 240 17 SPARE DATA (•) OISiRIWTION SOK OISPEMSEII 11 20 CANOPY DOM) LIGHTS (6.40OW-SIM) H01•C-I1 12 SUPPORT WILDING NOT INCOMING PANEL SUiPORTING NJILDING 3/0 18 SNARE DATA (-) DISTRIIUTiON SON OtSPf1115ER 11 20 CA,YOPY DCWN LIGHTS (S-400W-SWH) 40T:C-1 12 l SUPPORT BUILDING NEU • KIOSK 3/0 19 EQUIPHIM GRDUIND 12 CANOPY DLIGHTS (5--4OOW-AM) HOT:C-3 12 CANOPY DOOWNWN LIGHTS I6-400V-AMMOT ► :C-1 12 . SUPPORT 1JILOIN"ia CONTROL 3!0 13 1 DISPENSER CABLE (6 POSE FMO) CANOPY DOWN L!G►!r5 (6-400W-11M) NgT:C 4 12 e1 .7!P WATER/ANASTE PLUMP PDT:A-5 PANEL A 0 KIOSK wATER/VASTE PU19P 12 17 240 1 DISPNSER POWER NOT:/-1 CANOPY DOWN TIGHTS (6JOOW-SAM) MOT:C-8 12 "f •I CANOPY DOWN LIGHTS (6-40OW-AM) MDT:C-S 12 WATER/WASTE PUMP HOT:A-7 12 SAM Al 12 CANOPY DOWN LIC44TS (S-400W--AM) MOT:C-10 12 WATER/WASTE PAIN EQUIP. GRNO. 12 11 t DISPENSER (ABLE (6 POSE PPO) CANOPY DOG'N LIGHTS (5-40OV-9AH) MOT:C-12 12 a .75 SUB. "SUPER" PtMM 1.5 He HOT:14 PANEL B • KiOSK SLUPEA PMP 10 16 240 1 DISPENSER POWER I401:0,4 CANOPY DOWN LIGHTS EQUIPMEXT GROUND 12 SUB. "SUPER" PIN 1.5 HP NOT:8-4 10 SAME AS 12 25 1 NEON STRIP (4 BALLASTS):C-19 ►AMEN C • KIOSK NEW STRIPS ON 12 22 Ise - SLB. -SUPER- PUMP 1.5 MP EQUIP. GRND. 10f 1S 1 DiS►ENSER CASE[ (6 1001[ MPD) NEON SiRi► (4 BALLASTS):C-21 J11OfY FASCES 12 22 9 .75 SUB. "REGULAR" PMP 1.5 HP HOT:6-3 PANEL B 0 KIOSK REGULAR PUMP 10 16 240 1 DISPENSER POWER HDT:04 NEON STRIP (4 BALLASTS):C-23 12 22 Slit. "TIEWA R" PMI 1.5 He tDT:a-S 10 3 DISPENSER LIGHT tW:B-2S NEON STRIP (4 SALLASTS):C-17 12 U sue. RiGUFLAR" MIN 1.5 Me EQUIP. GPD. FASCIA BRANDLETTER: C-24 FASCIA BRANOLMER 11 21 lo " 10 SAIF AS 12 BACKLIT SPREADERS (4 DISPENSERS):C-25 SPREAD tIWTs 12 21 10 .75 SUB. "PLUS" PMP 1.5 He iOT:1-15 PANEL 1 0 KIOSK PLUS PUMP 10 16 240 16 1 DISPENSER CABLE (3 HOSE MPO) BACKLIT SPREADERS (4 OISPENSERS):C-20 SPREAD LIeNTS 12 21 SIB, "PLUS" PUMP 1.5 MP iOT:5-17 13 1 DISPENSER POWER EOi:B-13 4 '26 SUB. 'PLUS" PUN 1.5 He EQUIP. GRID. 19 3 DISPENSER LIGHT NOT:O-25 75 FLAG POLE LIGHTING NOT:C-27 PAIRii C 0 KIOx ilAi R)ll IIOPT 12 20 120 FLAG POLE LIGHTNING NEU 92 SANTE As 11 11 .75 SIB. "DIESEL' PMM 1.5 NM HOT:8-16 PANEL 1 • KIOSK DIESEL PUMP 10 16 240 27 75 YARD LTS (8-400V-SRM) MOT:C-13,15,14,16 PAM f KIOSK YAW LiORt 12 17 240 � 4m SUS. "DIESEL" PIM 1.5 Me M074-18 10 17 1 DISPENSER CABLE (3 NOSE WO) YARD LIGHTING (1 4(lOV-SRI) 11[U 1: $UB. "DIESEL' NAM 1.5 MP [QUIP. GM. :1 1 DISPERSER POWER HOT:6-1] SAPS AS )2 28 .75, NORMAL 10/PRI�E S,GM LiGHT NDT:C-22 ►AMIE C • RIOSK ill a PRiCK sloe 12 21 120 )1306/41 01/22/90 -18 1 DISPENSER CABLE (1 UP 1 NOSE) NORMAL ID/PRICI SIG++ L100 NEU 11 1 DISPENSER POWER 101:0-11 NORMAL 10/MCE SIGN LIGHT (QNIP. GRt10. 12 1 SANTE AS 12 i110G/43 •19 1 DISPENSA CABLE (1 OR 2 NOS)) '*/07/69 1 Di PtAtso FMO IOT:e-11 SANE AS 12 1130G/42 011211" 4 N. BP OIL COMPANY RETAIL MARKETING DESIGN AND ENGINEERING Zoo PUBLIC SWAM C•IXVRA w,OHiO 4411 • STANDARD SPECIFICATIONS 4 � /1Af'e No P - REV J ? OGJILL N1111Qt m1 J 112200yeo NoTet A/VolP �( ar e26 + ha rr ,.rr..a•I�..,ee�a y All. y y : ,It THIS DOlo;�WFNT 1-1 LESS Ili ill { Iillli Ililili Ilr Ili lll1rll 11ITtT�`Igr ifi11� f' lllll J<li ill illli I lili ill Ili Ali SII hill I �Illlill { 1�1�1i � Iilili ililili li Ali illli ll r1r_ 1993 - " LE,GIBI,E THAN 'I'f1lfi NOTATION, -- _ 21- _ ___-_ (� -___-. 6 I 8 I �Q I 1 I .t�l APRIL 2 6 1 993 � IT L3 DUE TO THE QLIAL I TY' OF _ ---- ------.__-__-- --- ---___-- _�^- -___- � y rl'I!E ORIGINAL I)OCUDIENT. ----- -._. _--- _ - - -• - -- --- -- - - -- -_ --- 6B� 16'Z �Z Z Z 1>Z £Z Z TZ OZ �l 8I Tt �8L1b �IrIJIL i I iiIIIIIII I�IIIIIII I IIIIII III �IIII III�II ��II'' ll II )III III I III11111 III II �� IIIIIII I illi ii i i II I1jil1�11ihi�I� VII IIIII li IIIII,INII ;a 40,4t) --DATA-- +/ BUILDINGS: 1 NEW B-733-SD-2C SALES BUILDING. TO E�ID 01 13LDG. 4, //--EXIST. RETAINING WALL � ��° � �• NEW B-4020-RT-C CAR WASH. 26'--u" 1-0 ? C( I,',IIK i , AND FENCE 1-0 REMAIN-- -- + WALL 0" TO BLDG 4' / �. . -- --- _ +_-- - - - - - . L se.2z ' / � �----- - - INSTALL ALL ELECTRICAL. AND PHONE SERVICVES 0 o`'ryo VENT RISERS y0• 0� �o° 90' \ -e�'� - � UNDERGROUND TO BUILDINGS. S 31'00 41 W 122.02 It + CANOPY 149'18'19" - - _ 4 ��° �� 135 0 0 r , 4 .� ',t + `� NEW B-43 X117 C8-19 CANOPY. YD.LT. ��' _ �- `_� D.S_ _-FlN�FL ELEV. ae�93 ! �_ D.S. -� ____ - _ _ __+__ `_ _ _ - ��' Ave _ --= I LANDSCAPE AREA -"� �- TANKS. DISPENSERS _&_IQLAND TREATMENT_ cn - ---- ---- - - -- -- / /\0. °°'�0]Z - \ l � - i \ 9i INSTALL 3 10,000 GALLON FIBERGLASS PRODUCT TANKS / g• �' ,� i \ �--' I I I ` \ S �'G�, WITH SUBMERGED PUMPS, DOUBLE WALL PRODUCT AND w CAR WAS!' ' $' ee.os ` 361- 41 " F �� P� / o I �ffi C, m �' N � � O�lb`' l� STAGE I WALL RECOVERY SYSTEM.B 2 FIBERGLASS. INSTALL PSP ,UU PQM 4 / o I w I 'k,\ O c UO 1 r r7 Oti'' pl I / --_----- \ �L ^o ,n�� VENT RISERS TO EXTEND A MIN. 12'-6" ABOVE FIN. GRADE.. %3l b 0 / / ~� LANDSCAPE AREA-----`� OF INSTALL (6) MULTIPLE PRODUCT DISPENSERS W/ISLgNDS. - I 18 _ 18 �--- - / ;i°• ;h �s. ,p SEE DRAWINGS: 15R-SWT, 15-S2VR-G/W & 13-RG. +00 ►� '7� 1 1 +RIM= L6e:oo�._ 1 + L67.28 , \ 19 ��% YARD & DRIVE. ,6 1 -- - A.. ' I I.E.=C _ I � --- -_ -.. _ \ 9 0 �� SEE DRAWING 16 FOR INSTALLATION DETAILS OF ITEMS ---L.__� ) g,_ p" ' � SHOWN:Q. YD.LT. \ -� \ �° \ \ 68.3o s\A ( r T- \ ��- RUBBISH ENCLOSURE IC CONC. W 6X6_W2.9X1N2.9 \ 1 5� ,� I I L 4 J TANK PAD TO BE F3 THICK / \ < '•+-O `1-O I 14-0 Z C'\ � � , :: WELDED WIRE FABRIC;. � �\ -.-REMOVI EXIST. BLDG. I 187.88 + �� \ >0 >O >O 0 AND FOUNDATION - - -- 67.56 ^� ISLAND PAD TO BE 6" THICK CONC. W/6X6_W2.9XW2.9 \ D.LT. �\ \ \<� c� PRODUCT TANKS W/ -- I o -'tel \'�: 2 WELDED WIRE FABRIC. \ �A es.4o / ------- - ~ A S P H A L T P A \( I N G - / \\ f 84.70] \O � Z CONC. TANK PAD -- - -. 5 Q -"--- -- e " " o- ;b°', YARD PAVING TO BE ASPHALT TYPE A7. . - - �l � l \ ' S O Z g w 5 ^ , I 4 a` APPROACHES 10 BE 8" THICK CONC. W/6X6-W2.9XW2.9 \� \ Q y p CL -'' I `} [66.79 O 60. WELDED WIRE FABRIC. ' °4° °°h I � I �` j [aa.5a 00 \ + EXIST. HI-RISE SIGN �y TO REMAIN �c �G 6,. i I.Q. SIGNS: � fi -' �I w -- - D.S. 1).S. c+ o \ S I INSTALL NEW I.D. SIGN: 6X6 \ n\ L F Q I U \\ Z oo { w \ 2 MESSAGES U \. U �° 3 PRICES = 1 6� a_ N - -- - - -- iA d �\ 23 HIGH � \ c� - S-P 1 cn o � - G z I � U) �� \ TWIN POLES W SCHROUDS ti �. 2 x / \ \� Q `\ LANDSCAPE AREA + osr- Y ll a �� a�:6o ei•70 EXIST. CO C. WALL 1 \ � 5 �s \ O O a 87.00-j Q \\ i a �z 20 \ 3 ny A. n Ceeo_o� W/CHAIN INK - -- NOTES: I FENCE OP REMOVE ALL ABOVE AND BELOW GROUND STRUCTURES FROM + _} , ----`Ze4.ea y,° ---- --- . ........... �/ CONSTRUCTION SITE UNLESS NOTED OTHERWISE. - '� ,1, ...... ........ ......... .... ��. .... .. .... ... ...... I I ... ..... .. O /' .. 9n a�� 4 T.I. �: j 1) GENERAL CONTRACTOR TO GRADE :ANDSCAPE AREAS TO [ea.67_ \ tie / 6" BELOW FINISH GRADE. OWNER WILL LANDSCAPE. 'L \ OJT g _ T.I. I I Ah s o0 2) GENERAL CONTRACIOR TO PAINT PARKING 'STRIPES. °�e GP o R ai.-2i� eA a- �1_L , B L uG. R 4 T" 0 rr �. I ( , 9� 1c . \ Q MAT U [88._28_; c�. u I a RN. FL. ELEV. PVC-1 T SEWER INTO EXIST. BLDG. \ I 3 TIE NEW 6' P C 1 SANT ARY EW ;4 \\ e 10 s3 In 87.33 1 \ MAT SANITARY SEWER LATERAL. \ o, �. � RIM=�•�� of ee �� _ � f I � \ i 1. \ \ !� z �� *� cn a7a7 Z F- 5 y\ \ I.E.= L43.� 5 1 W- " �i � � i � � , c ? 4} TIE NEW 6 PVC-1 STORM SEWER INTO EXIST. CATCH �, �? I Oy i y i / BASINS INVERT. + 6 _ �� \e 5) REMOVE EXIST. CONC. PAD AND U/G TANKS FiACKFILL, \ \ G \ + zo ;' TAMP AND PAVE. tia .B. - ` I 8 > �0 n9 h 'O °hh o w �' I I AIR n. _ /�\ ,b . \ O I Z / MAT 1" CONDUrT 'O J \� h� CONDUITS• I \ GRADING: 6 S � /gig \ 4 -RE UVE EXIST. -e7ie I �+ R I T.I. R ISLANDS, CANOPIES L_ R i \ u l u u ` u 9 BENCH MARK: N0. 143, BRASS DISC IR FAST URB OF I J ; 87.25 , AN DISPENSERS GREENBURG ROAC. ON THE CENTERLI JE EXTENSION OF 167'2'16" CASCAD BLVD. ELEVATION: 165.37. CITY OF TIGARD DATUM. [67. 85,7 ]111 , / 188.55_I 8� �ee;b� :: EXISTING ELEVATIONS 5Fi0Wrv: 00.00. - \ Co �./ p _ _ J/ _ FINISH ELEVATIONS STOWN: [oo.001 \ c' \ ee.oe_ • 87_23 % L__ ._ ; T 2 ELEVATIONS TO BE M'_7 'SHOW1J: [0066] y41 5 0 \ C IOPY OUTLINE- - \--_ - -- - - I 64. ¢ k �4 6�0"� \ s� ADD 100.00 TO ALL ELEVATIONS TO OBTAIN B.M. DATUM. O YD. 119'- 0 0 CONC. ISLAND I PAD 6 \ O \ \ - -- - -__ - - - - _ _ --- -. - - -- -�- - - - - -- --- -- - -- - - - -- - - - of R' ------ �, .°' q \ n LL_To I } '1 r� -�+ TOP OF FOUNE!JION. Cea.aa� �� y __\_I. . �I G N ^R E OVA ...---U --_ 3 /' f._._..._...-------.� � F - ___ _ -____ __. _ CL OF DRAINS: Ce4=,ao] y<� ,bk •p� \ \�� EXI T CURB ) S P H A LT P A V I t� G w W BOTTOM OF FASCIA: e1.�o MM \ � \ I-•-I 6+ I N � Q S\ I �, �,' ry� MUTUAL INGRESS/ .oL oh ,bb EGRESS EASEMENT--\ TOP OF TANKS: Li 4 --YARD DRAIN i/ 4 W ^d�' 90 ''.0 1 O�. TOP L85.80] b BP OIL CO . \ 118 9' \ I e2o6 j RE 116 EXIST CURBS h 1.E.= -- -� / \ � 103 0'5 7 ee,oz� �1 4,10. o, \ I I'. 11 -____ �_____ _ E .t --..._.._ __ RETAIL MARKETING °`' \ `� ,6M0ah \ " DIA + / N 31°00'41" E 132.86' `,\� DESIGN AND ENGINEERING �� ``'L RE ,ry REMOVE EXIST. REMOVE EXIST' YD.L.T. 200 PUBLIC SQUARE z 8 SS \ P.POLE = MOVE EXIST. APPROACI� -� CURB YD.LT. --,,� CL'cVEL1ND, OHIO 44114 ---- HANDIC P `\ _jam-- ADD IN SID - _- - ti �\ -r SAN. M.H. \ RAMP/ EXISTI� EWALK TO REP -- _ _____ _ �,6 M LANDSCAPE AREA L1 , �- LOT i �" [tiG APPROACH LACE m �. 1�� ToP-1se.79 \ EXIST. YD. LT. - LO�� `�� MATCH TO V ---- "_= -- --- - I� `-'---- EXISTING ----- f-�_ k INV.-183.1;• 9'-U' TO CL CANOPY COLUMN ~ -- y RT 217 AND GREENBURG L. A," 89.31 h v -__ EXISTING �` G 6�0 ��9b� i' WIDEN EXI r• APP ....'.. _ 0i % sD ,yep' 1 ROACH - TI GAR D, OR SAN. M.H. �--8'° �°a c.c. '� - - - v.� TOPS 185.48 b ---- ....... Q ��- INV.-158.52 , -cuRB Cur , , - =� � DWG. NO. : 36-067- 11042 REV.: 4 C) C.C.[so 6 =] �b�,6�� SCALE:_ 1"=10'-•-o" MADE BY: DRC p�� h , °1G DATE: 9-11 -_89-- CHECKED_.BY: E.N. 7 -0"IL " -'"-- REVISIONS�sver��s� ;DATE _ �CWN� n�D 3 -`__ 0 �D + ^��°� `_- I - -4C _APPROACH 5IoSN�c," k?�E, L�Ac� Lu �9eerr�f.___ 4 1 --. Ea�tl ---__ _-__ PF' o A. 3 -,, SAN. M.H - 8 _ G 1 Q� TOP-187.55 - ----_. NJ ------_ � INV. 158.97 ~ pp 1 t►161. 12 W ---- . �` -'-•--_ - 1 � - __ ..-----._--_--_----- ----- -- � --.._ --- MM l ' ! 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III► .Ill,llll IIII IIII IIII IIII IIII IIII IIIIIII IIIIIIIII IIII IIII IIII IIII IIIIIII z I - GREEN TI `r I II NEON LIGHT STRIP SILVER '- - - -- - SILVER SILVER 1 PAINT CURBS DARK GREY TYPICAL FRONT ELEVATION SEE PLOT PLAN FOR ACTUAL LOCATION OF CANOPY SIGNAGE GREEN GREEN GREEN SILVER SILVER DOD I /r PAINT CURBS DARK GREY TYPICAL SIDE ELEVATION k3 Z Lei L BP OIL CO . RETAIL MARKETING Z SILVER DARK GREY SILVER DARK GREY DESIGN AND ENGINEERING < �\ 200 PUBLIC SQUARE - _ 7 CLEVELAND, OHIO 44114 ELEVATIONCar Nash SITE CU EnUanc�r--� E"�10"� SILVER RT 217 AND GREENBURG. _ -- TIGARD, OR --DAR GREY . DWG. NO. . 36-061-- l- 1042 SCALE: 3\16"=l'-O" MADE BY: E.H.H. _ Z== DATE: _ CHECKED BY: PAINT ARK CURBS DARK GREY DGREY DOOR REVISIONS DATE DWN CKD TYPICAL —__ -----�--- -- - -�- �- ENTRANCE ELEVATION FRONT ELEVATION - —�—�==---- - -- - - - F. nr. ,'M 11 074U PIP . ,. ., ANMNx ..• ni,..q..,a�......n.warrwl�'7MI{a fa•.r,.y: en,.,.u.. nu.n...Mallti* a .. ., _ , — -------- ---- -------------.__-__ •__._-_ ._. .. __.___._.... --- --- -'�— .– • M " ;I THsB DOMFLNT IS LESS I I I I I I I I I I I I f 1 I I I r I 1 I f 1 1 1 I '1 ` 1. 1 11` F I I I:� �, I I I I I I I I I III I I I I I I I I I I I I I I f �` I I I I I I I I I I I f I I 1 1 1 1 1 1 1 1I1 1 1 Tts 1".. . I l I r l l l 1 1 1 1 1 1 1 I I III I I III I I40 LEGTBtE THAN THIS NOTATION, I 1 I I � 2 � � —� 3 � I �4 I � 1 � I I I I � I ( I � 11 I ( �� APRIL 26 ( 993 1 J --�— - - - ��--- 6� -- S 9 10 - -------- -__ _ ---- -- -� IT IS DUE TO THE QUALITY OF----- ,..r ,,,,,.• No 38 THE ORIGINAL DOCUMENT. ' T � Z - 11 � 01 CONNECT GAS C.W. AND 1 1/2- CONDUIT - 1" GAS. INSTALL AT UNDERSIDE SANITARY TO STREET MAIN -- FOR CAR WASH OF ROOF. SUPPORT FROM PLUMBING & HEATING UNBILICAL CARD 12 -- BUILDING ROOF WITH SHORT 2" GAS UP WITH REDUCER O CUPS EVERY 6'-0' D.C. -- — MATERIAL SCHEDULE TO 1' IN VERTICAL - 12'-4" 1' CAS REGULATOR AND AIR REGULATOR 8: SUPPLUED INSTALLED ROOF DRAIN TIE INTO - EMPTY CONDUIT FACING DOWN - - - - - -- - ---- -- NO. ITEM QTY. T (ONLY IF GAS HEAT USED AIR FILTER PSI ICATOR UNITS C --------_--- -- .......-- -- - - BY _ BY STORM SEWER IN AREAS 2" C.W. UP TO 2" 1• GAS METER, CONSULT FOR CAR WASH ELECTRICAL 11'-3' NIT 110 NHERF. NECESSARY - Atli FILTER k REGULATOR OO COMPRESSOR 1 OWNER CONTR. _. SHUT-OFF VALVE LOCAL. CAS COMPANY UM91U..AL CORD.TERMINATE - 1JY AR PIPING 5UP?ORTED VERTICAL - T ) 10'-8" �_�� ELECTRIC 2' {- ROOF DRAIN TIE INTO WITH COUPLING 1Q ` _--_- -_-- -- V 2 OWNER CONTR. FROM WALL WITH CUPS 0 -- ---- - STORM SEWER IN AREAS _ WALL HEATERS 6'-0' O.C. INSTALL AIR I �-2" I UNION (T'YP.) WHERE NECESSARY I FILTER, REGULATORS 4 CONTR. CON TR. PIPING B' A.F.F. - -- - 1" AIR COMPRESSOR ' _ [] ' 2'—O" i'-6" SEE PIPING SHUT OFF VALVE - SHUT OFF VALVE SCHEMATIC RADIANT HEATERS 2 OWNER CONTR. _ 1/Y PIPE THRU WALL L DWG. # 5/8 G �- - - - 1' C.W. TO CAR WASH ,-- 1/2" AIR ZI SOLENOID VALVE 120V. 9 G AT 5'-0' A.F.F. FURNISHED BY DOOR 1'- 1/2' AIR PIPE v� ABSORBER 103 1 K 2 �t14, 1 RO 102 1 _ SOLENOID vuvE 12ov. Ft1fd11SF1ED N 2 Y NOTE: ALL OTHER MATERIALS NOT REFERRED TO $Q" COF<G IN THE ABOVE PLUMBING AND HEATING MANUFACTURER. INSTALLED ' B' A.F.F. ---•, _ BY DDDR yNA1FAI:TIIRER NSIAUfp I BY MECHANICAL CONTR. —A BY MECHAIdCAL CONTRACTOR — - - - MATERIAL SCHEDULE SHALL BE FURNISHED k WIRED BY ELECT. CONTR. - i -- ! WINED BY ELECTRKA CONTRACTOR M AND INSTALLED BY CONTRACTOR. TO CAR WASH SYSTEM 4' C.I. / � _. (IMP. NOR 2 AR DOORS (TYP. FOR 2 AIR DOORS) DRAM' 4" HOSE BIBS 1' C.W. ! 1 Y NR THRU ) oI o MATERIALS - 1 1/2' WATER METER I I / WALL. TERMINATE PIPE WITH --� N - INSTALL AT 5_`-0' A.F.F. -r- CONSULT LOCAL WAT1;R I-YI GW, B� I\1T AN ELBOW AND UNION. TOP AT S�-0' A.F.F.FF uD I DEPARTMENT, INSTALL 0- VALVE (TYP. I �V O' VALVES TO BE 8'-O' A.F.F. �j / ^^ X MAGNETIC LOOP DETECTOR BOX 2'-6' A.F.F. -- I 1 `� , 'O o Y VENT 'RHRU ROOF \ n 2 PLACES) I 1 Y DOW DIEL( BAC6LOW TRENCH I � !q I O (12 x t2'x 6'O.) I ; I T'REVENTER 2'-6• A.F.F. DRAIN 1 FUR. - r i LEGENDS _ I J P DISTRIBUTION PANEL -DP" 2' VENT STAG( W/3' THRU ROOF -� - - -1 � 6 If - r I I JUNCTION E/ IR SWITCH Y VENT BELOW FLOOR I i I I /' TO 310RM CONDUITS O TRENCH — - -T - \} q — SEWER� � L - 6' 6 �v ,� - -I .�-J O (SINGLE MOUNT wI uAG LOOP DETECTOR BOX) DRAIN 3" VENT BELOW FLOOR I I I I - — - / NO. I TO FRCA1 H - / G I 4'-0 CGDE-A-WASH n 3 KILL SWITCH CAR WASH PINE. O ,UNCTION BOX TO STORM 8'-0" SEWER 4• `-PRECAST � � Y--- CHETiCAL RM. CODE-A_WASH N MUD/GREASE TRAP ;-�-- -. .. 20'--0. --- 5 JI1NCTlON BOX CAR WASH PNL VEHICLE DETECTOR BOX i AX DOOR SWITCH O 3 1/4. KILL SW. BOX (} HT) TOP OF F;i2ARNC & P.C. � SEE PLAN NEWS '. � -- ----- -- -- --- - I 6 CAR WASH PNL 3 1 4'x 2 3 4"D. OIL-T10H CONIC. PIT 0 1' BELOW UNDER CAR 7ReFlCH' txx AT ENT0. DOOR EMERGENCY KILL SWITCH FINISHED FL \� \ DRILL HOLE IN WALL & EXTEND / 1 CAR WASH BAY CAR WASH PHIL GAS DRAWING ./e CAS In?, 2 Pte) I THERMOSTAT BULB INTO BAY AREA BURNERMEATER - AIR DOORS SWATCH Box � / (RM. /101). SEAL WALL W/SILICONE / WALL SECTION JtNCTION BOX I PNL �' OM OPEN/AUTO/CLOSE SWITCH 3 3 REDUCER RA / AIR DOORS J.B. AR DOORS N CHEMICAL INJECTION 3h DOWN TO CAULK. SECURE W/SHORT CLIP. SCALE: 3/8" = 1 '-0" _ JUNCTION BOX (4- So. Box) NEA (IMP. 2 PLACES) -- -- - WADLE/AO SW'31 CAR WASH PNL O UNDER CAR KIT ,UNCTION BOX - PLUMBING PLAN D CaoEINCt1011 Borm BOM1l r cOOE WASH r O SOLENOID VALVE Ax VERDE OE1EC101 Box SCALE: 1/4" = T'-0" 31 VEHICLE oEEC TERMIBAY I NAL BOX 0 aim-, TAT (LEFT—HAND ENTRANCE OPPOSITE HAND) UNDER CAR "ASH BAY QX AIR Doats Ju.cntw Box IIT TERMINAL BOX NOTE- FOR MORE INFORMATION NOTE: FOR MOREANFORMATION 1' GAS TO RADIANT CODE-A-WASH III 1/2' 110 Pp SEE DWG NO. 6 8 _ HEALER BURNER V VEHICLE DETECTOR AIR FOR CAR 1' GAS TO RADIANT EHICLE WASH III 1/2' 110 PS SEE DWG. NO. 8/B / (TMP. OF t) JBURNERII BO% WASH EQUIPMENT NEATER BER VEHICLE DETECTOR AIR FOR CAR (TYP. OF 2) Box J WASH EOUIPMLNT � EXTERIOR WALL INTERIOR WALL I'xT'12' TEL f UNE TO CAR WASH SYSTEM EXTERIOR Wµ1 CAR '� FILTER A• ;/Ryko ! 1' UNE TO SHUT-OFF VALVE FOR UNDER CAR OPTION AIR FlLIFA 0 EOUIPMEN" N BAY • Z !n ' PLGTAATOR UNIT DOOR KIT p-p' I' GAS TO RADIANT RYKO 3 , HEATER BURNER 710 pS DOOR KIT }'-0' I' LAS TO RADIANT Lu GO m a SEALANT 110 PS— 3/8' AIH LINE W/SHUT-CFF REGULATOR UNIT, HEATER BURNER > CO Go O DRAW BAND A I•_ VALVE FOR UNDER CAR OPTION MAGNETIC 100P (TYP. OF 2) 7•_ •,` I/Y SHUT-OFF 0 MAGNETIC LOOP 6' (TYP, OF 2)— U DETECTOR —WATER SHOP( ABSORBER t/2' SHUT-OFF DETECTOR f- I I0 LU �• 'tYV•—, Vµ� D H 2 47' VALVE /2' WATER SHOCK ABSORBER H- X _i / +4 1/2'SOLEIR ID FOR EXIT (�T .� N // EXTERIOR WALL, / . D H a U STORM COLLAR -- STANDING SEAM DOOR 55-60 PS "' �� w o 2' DOII&E CHECK 1/2- LINgD FOR E10r (T�---� EXTERIOR WALL _ < ROOF SYSTEM 4' �AL BACKFLOW PREVENTER DOOR 55-60 Pg::--' "" �� N I' DOUBLE CHECK N AR COMPRESSOR '�•'� p A�..w=i 0 2'-6' A.F.F. I/2' AIR TO 4' exx+•c M„` BACKFLOW PREVENTER 1 -' L45-175 P9 > IICTRI,S.A,I ® < B M' ® SOL DOOR 1!5'179 PS Ar-.. ® ,� fi PANEL %� 0 2'-6' AFF. 11/2- AIR TO FOR �� AT ` 4 WREW 3/4' HOSE BBB 55-60 PSI a EXIT DDDR 0 4'4'x5/6' 1MCN ------ o q o o B'` - 3/4 HOSE BIBS - -- - ^�- I 4'4'x5/8' THICK _-___ o LL o 'o - THRU WALL 55-60 Pp 'FABAIPLT' IsaLATIaH THRU WALL PAD BY NORFUND DO < 5 LL FABBY KFUNDISOLATION LL OVER COLLAR AND ROOF DYNAMICS CORP. � <' PAD BY KaRFUND O � ` - ' S -,I< -- APPLY ROOFING CEMENT "' DYNAMICS CORP. m VENT TO COMPLETELY SEAL - - 3/8' EXPANSION 1/8' EXPANSION 7 . — — BOLTS INTO CAB �� 2' INCOMING WATER 6' VERTICA! PIPE BOLTS INTO SLAB Lam..--I J 2' INCOMING WATER 6' VERTICAL PPE JOINT FROM LEAKAGE ( y) .. - 45 GPM 0 40 PSI MIN, iER1A1N.'TEO BY 7/C (TMP. Oi 4) 18 GPM 0 40 PSI MIN, TERMINATED BY 1/y' I' CW LAZE fA011 UAEIL C.W. UP TO 2' SHUT-DFP PETCOCK C.W. UP TO 2' SHUT-OF PETCOGX (1W. ai 6) REGULATOR (LEFT) 55-60 PS 11/Y NA1FR 1[lEN 4• C.I. DRAIN VALVE IN VERTICAL CAR AREA SI BAY REGULATOR (LEFT) 56-60 PSI 3' PVC PIPE CAPPED 0 2AT RAMEfR VALVE REDUCER VERT1I* ANO LUBRICATOR UNITS • Y-6' AF.F. P C.I. DRAIN STEEL CEILING 12' A.F.F. WIT. AND LUBRICATOR OMT:'-- —� I ' NPT COUPLING 6' A.F.P. OVER TO FUTURE 1/C AIR LINES FROM DOER 2' C.W. BALL VALVE UNDERCAR TRENCH (FOR —1' C.W. BALL VALVE CAR AREA N BAY (�' 2 PLACES) FUTURE AIR ! WATER LINES) 12• A.F.F. WITH <1 E C TI O N , (TW. 2 PLACES) _ T 3/8' NPT COUPLINGS V 6 SCALE:(VOYAEa INSTALLATIONS0 = 110" ONLY) - SECTION VENT THRU ROOF DETAIL SCALE: 1/40 = 1'-0" 6 _ (NON-VOYAGER INSTALLATIONS) - N.T.S. - SCALE: 1/4" V-0" _ ELECTRIC WALL THERMO. BULB AND BP OIL COMPANY HEATERS BB — THERMOSTAT FOR RETAIL MARKETING — __ INFRARED HEATERS DESIGN AND ENGINEERING 103 - 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 LEGEND : _ rINFRARED URN 01- 4020 ROLLOVER CAR WASH QT THERMOSTAT RIGHT HAND ENTRANCE -V-DA A BLOWER F,D. FLOOR DRAIN ATER SUPPORTED C.O. CLEAN OUT HEATING ND PLUMBING B PLANS AND DETAILS BOTTOM OFA.F.F. ABOVE FINISHED FUdOR1 -1A.F.F. 101_ BURNER- (TTYP. BOTH HEATERS) — BLOWER 7sDWG.5'-tt" -- G -- GAS PIPING DWG. No.: 4-4020 N 4 8 REV.: 3 - SAN -- SANITARY PIPING SCALE: AS NOTED _ - -- --- - �'-7 - - ATT& APRIL 25 1989 CHECKED• BY'CRR.0 B, - STM - STORM PIPING REVISIONS DATL Own CKD — CW — COLD WATER COMBINATION VOYAGER AND 4-17-89 - N N-VOYA PACKA F _ -- A -- AIR PIPING MI ECTRICAL REFUSIONS 6 2 B9 HEATING PLAN 1 1/4" PETCOCK (RADIATOR TYPE) SCALE: 1/8" • ,I? THVS DOi0W4ENT IS LESSII I ' 1 1 III Ilf�'hT�III lIj ' " II -- O • 1 LEGIECE THAN THIS NOTATION, IyyI1 III I4IS DUE TO THE QUALITY OF jIII 111 11 APRIL r 19�T01�1 , 93 THE ORIGINAL DOCUMENT. I ) IIIee IU �11 lllllllll 111111 Illull� IlWllll w�Illll c IWMI III�IIE 1111 IIIIIIp IIIIIIIII IIIIIIIII IIIIIIIII IIII� jl)I�IIII IIII�IIII Illl�u i I Elllllll UII�IGI Ilu�lll lilll�llll mllu'I uD�au ul�Ru uu�1m illlllltl�lllllll III1�u�il ' 5"0 OUTER TUBE, CUT OFF INSIDE WALL HANGER BY • MECHANICAL CONTRACTOR V � --- 7"0 SQUARE FLASHING , 60-9 1/2w �- -� 11'-1" A.F.F. TO BOTTOM _ OF HEATER TUBE INSIDE OF 4"0 TO 3»m._ � � VENT PIPE 300 STAINLESS STEEL ._ � _FAN OPENING DOOR REDUCER ul OPENING YO STAINLESS DUCT HANGER -- - ' I - - - - - _ _ _ 6'-9 1/2 �p » �� STEEL VENT PIPE I , , - — - - __ _ ._�_ _ —__- -- - _ _ _ _ ._...� _ • r BLOWER 5 -11 / 4"0 ALUMINUM � � STAINLESS STEEL ELBOW 6 1/8" _ FLEXIBLE VENT - " -- - - -- � � TUBE --- -------�_ � - -- - ---- - _. _ 6 1/8 300 INNER TUBE, CONNECTED TO VENT PIPE � EACH VENT CAP SECURED W/ 4 STAINLESS V_3" STEEL SCREWS 76 TJERNLUND VH1-3 ALUMINUM VENT CAP l BURNER, ASSEMBLY } r ENLARGED PLAN OF EXHAUST & AIR INTAKE SCALE: 1/2" = V-0" ELEVATION OF EXHAUST SYSTEM I� SCALE: 1 1/2" 1'-0" - z FLOOR DRAIN TO BE JOSAM SERIES 'A' TYPE 1 No. 5A CAST IRON WITH ' SATIN FINISH BRONZE TOP. SEAL PERIMETER (2) 3/8" AIR LINES — TERMINATE WITH 3/8' NPT COUPLINGS. 3" PVC UNDER FLOOR TO MECHANICAL ROOM FOR — — — IDE OF COUPLINGS TO BE I , MECHANICAL AT FINISHED FLOOR ELEVATION FUTURE AIR AND WATER F — LINES TO UNDERCAR WASH r r_ _ PLUG BELOW BUIL11ING PAPER I -}-�' - --- NQ • CAR WASH BOOM ARM F0 BE PROTECTED I 4" C.I. I I I I FROM RADIANT HEAT RAYS WITH HEAT SHIELD. HEAT SHIELD TO BE 4' C.I. 13' 3'1 L — -- -- -- –� `-2' ' L — — — — J �– –� 4" FUTURE DRAIN PLUGGED PURCHASED AND INSTALLED BY THE ~� 7 1" 12" c . I JUST BELOW BUILDING PAPER CAR WASH MANUFACTURER. 1 WATER UNE — TERMINATE WITH TEE AND 1" X 3/4- NPT F REDUCING BUSHINGS. @QjIOM ' OF BUSH14GS TO BE AT FINISHED FLOOR ELEVAndN PLAN . VIEW FUTURE UNDER CAR ' PLAN VIEW UNDER CAR TRENCH TRENCH UTILITY LOCATIONS (VOYAGER INSTALLATIONS ONLY) (NON-VOYAGER INSTALLATIONS) • SCALE. /2" - 1 '-0" SCALE: 1/2" = 1'-0" .� STEEL CEILING 12'-6" , — 3/8" OUTLET TUBING UNISTRUT TO SPAN "WIDTH" OF ___�— 1 5/8" x 13/16" x 18" 12 GAUGE TO INSIDE CEILING DECK PANS AND TO BE i UNISTRUT WITH GALVANIZED( ISH- CONNECTIONS ON AIR ,.� SUPPORTED AT THE SEAMS ALL CUTS TO BE REFINISHED W/ CYLINDERS -------- BETWEEN THE PANS. ------� - 4 5 8" 4 5 8" "? GALVANIZED SPRAY COATING. OUTLET TUBING — 3/8" TO OUTSIDE I ..- -- - RGALVANIZED THREADED • CONNECTIONS ON AIR r i x REFLECTOR --- -SNAP S-HO6K (8/UNIT) �. MECHANICALCONTRACTOR BY z CYLINDERS f C ICAL CONTRACTOR BP OIL COMPANY a O 3/8" 3/8• 1 MOUNTING BRACKET _ (8 PER UNIT) RETAIL MARKETIN� ELECTRIC - �C---� O u _ _ ELECTRIC (4 PER UNIT) -------- INFRARED RADIANT HEATER DESIGN AND ENGINEERiNi, IN --� - � IN ° ° � SUPPLIED WITH "5" HOOKS "` • 200 PUBLIC SQUARE ' CLEVELAND. OHIO 44114 » • � ' , SIDESKIRT MOUNTED BETWEEN 119-10 (BOB& OF / TUBE AND NEAREST WALL, TUBE) A.F.F. 4020 ROLLOVER BAR WASH 4 REDUCER --� /- 3/8" ZDOOR �" (3 PER UNIT) RIGHT HAND ENTRANCE -SOLENOID VALVE AIR SELF TAPPING SCREW �- -- - (TYPICAL 2 PLACES) CYLINDERS (4 PER SKIRT) ,,,,,. A HEATING AND PLUMBING PLAN, SECTIONS AND DETAILS 1 2 Vr XHAUST PORTS �, � � I � �. W/ OPEN/CLOSE SPEED ADJUSTMENT SCREWS I SELF-TAPPING SCREW _._. - INLET PIPING r (2 PER OVERLAP BETWEEN SIDESKIRTS) , FROM AIR , DWG. No.: 4-- 4020 N 5 8IREV.: 3 COMPRESSOR ; SCALE: AS !vOTED I MADE BY: ►< :� g�~` TYPICAL INFRARED H DATE: APRIL 25,- '989 CHECKED BY: PC 9 RE4ISICASDATE DWN aca AIR DOOR CONTROL PIPING SCHEMATIC CCV81NATi0PJ VOYAGE AND INST„A,.. LATF N DE I� ON YAG�R PACKAGE N.T.S. ---�--�-� "" ",- r� SSC ION � MUD GREASE TRAP A� CLEC RICAL REV( IONS SCALE: - - 0 OF 26 * 'IrTHIS DO M'n.NT IS DESS Ililijll-ill ll 111lllllllf�lll 11111II�IIIIT1�jIr,1I11 'I' �T��ITr1�liT T�TIF Illllf) l:li Ali hili i ill SII Illlllllili Ili ill I i SII Ali ili'ITII ili� ill 1111111 � lillli IIII.Ii __.. E-1P II I 11 I I I s IaEGIB�E THAN THIS NOTATION . LLII I 2 3 --- -4------- --- -l._ 6 - ----?l _ f3 9 10 11 I 1APRIL ?_6 I X93 IT IS DUE TO THE QUALITY OF' --- --- —_� ----- - `_L__-� ��__ THE ORIGINAI, DOCUMENT. No 98 ®"'• ____ ..--- --- --�— .__._--- - - _ _ _ __ _•-- _ _ E 18Z 8Z LZ Z Z ��Z EZ I Z � TZ t-1T61 B�I Li 18�1 I S•[ 6i ET 7Tii i8111 11 ' I IY JJ IIIIIIIIIIIIIIIIIIIIIIIIII Illllllillllll I I,IIjjIllll I,II,IIIIII�II - - - MONOCOLUMN INSTALLATION INSTRUCTIONS MATERIA L SCHEDULE BM = BUILDING MANUFACTURER -- _. AFTER THE ISLANDS ARE POURED , THE CANOPY COLUMNS AND DECKING GC = GENERAL CONTRALTO INSTALLED, AND THE MPDS SET AND CONNECTED, THE FOLLOWING INSTRUCTIONS 0 = OWNER S = SUPPLIER `— COLUMN ARE USED TO INSTALL THE MONOCOLUMNS : I = INSTALLER CAULK TOP 1 . SHIM THE MPD A7 THE ISLAND SO THAT THE TOP OF THE MPD IS NO. DESCRIPTION QTY. i S SPREADER �� TRIM TOP TRIM AfdGLE TAPE BRACKET „��r CENTERED WITH THE CANOPY COLUMNS IN THE NORTH/SOUTH AND THE1 26" X 15" DEEP COMPOSITE 2 PEk BM GC EAST/WEST DIRECTION. BOLT THE MPD TO THE ISLAND . MPD SPREADER UPPER TRIM TAPE ""07ALUMINUM SHROUDS & REVEAL - — 3" TO 9" HIGH I 2 . USE A PLUMB LINE TO DETERMINE THE CENTER LINE OF THE MONOCOLUMN - 2 INTERNALLY IL TED 1 PER ALONG THE UNDERSIDE OF THE CANOPY . FASTEN THE 2 TOP TRIM SPREADER BOX W/MANDATORr MPD 0 GC BRACKETS TO THE UNDERSIDE OF THE CANOPY 12-7/8" FROM THE SIGNAGE & TOP TRIM W. TAPE CEILING DECK PANS--J - CENTERLINE TO THE FRONT FACE OF THE BRACKET USING *8 X 5/8" -- --- -- SPREADER, " _ SCREWS IN SLOTS . SEE DETAIL "A" 3 STAINLESS STEEL TRIM ANGLES 4 PER bm GC A _ CONTINUOUS METAL CAPITAL 5"XX 3 11/2" X 1/4 MPD _ ABOVE MONOCOLUMNS 3 , FASTEN 4 SPREADER BRACKCTS TO SPREADER USING 2-w10 X 3/4" BOLTS 4 � 4 X 4 X 8" SPREADER BRACKET 8/MPD L� u _ - �� IN EACH BRACKET . SEE DETAIL "D" 5 1 4 X 2 X 25 SHROUD BRACKET 2 MPD 0 �� DETAIL A 6 4 X 4 X 2" LONG SLOTTED AN 2/MPD 0 GC �- 4 . PLACE SPACERS ON TOP OF THE MPD ( 1 " SPACER FOR WAYNE AND 2" 1/4 SCALE �/ 2 SPACER FOR GILBARCO) . SET SPREADER PDX ON TOT' OF SPACERS , 7 SHROUD STIFFENERS 4 MPD 0 GC ADD SHIMS SO THAT SPREADER IS PLUMB AND CENTERED ON MPD . _ -- 1/2" CONDUIT FASTEN FOUR REMAINING SPREADER BRACKETS US NG BOLTS AS ABOVE . 4 FASTEN SPREADER BRACKETS TO COLUMN USING 1 /4 X 3/4" SELF TAPPING SCREWS IN 3/ 16" DRILLED HOLES . ELECTRICAL SUPPLY TO SPREADER ---r\ CAN BE COMPLETED AFTER THIS STEP . SEE DETAIL "D" _ -- I C==== 8 5 . FASTEN 2 SHROUD BRACKETS TO COLUMNS 5" ABOVE TOP OF ISLAND I. D. AREA USING 4 SLOTTED ANGLE CLIPS AND 1 /4 X 3/4" SELF TAPPING SCREWS . SPREADER SEE DETAILS "C" & "E" _ — L--"—'!- 6 . CUT 2 SHROUDS AND 4 STIFFENERS 2" LESS THAN DISTANCE BETWEEN — --aA2 Step Engine No Smoking ISLAND AND UNDERS I DE OF- CANOPY . BEND SHROUD TABS AT 90 DEGREESPREADER amft ....,.�"..��•..r.•• •+ ANGLE . FASTEN STIFFENERS TO SHROUD USING TAPE PROVIDED . LOWER TRIM ANGLE 7 . SET 2 SHROUD REVEALS AROUND COLUMN. SET SHROUDS AROUND COLUMNS - f- MPD / \_/ I UP AGAINST UNDERSIDE OF THE CANOPY 2" ABOVE THE ISLAND . FASTEN ----'- _ - 01 COLUMN r SPREADER THRU SHROUD TABS INTO STIFFENER USING 16-1 /4 X 3/4" SELF TAPPING SCREWS IN 3/ 16" DRILLED HOLES ALONG SPREADER FRAME . MPD OUTLINE c� SEE DETAILS "C" & "D" B DETAIL " B " �� 8 . FASTEN 4 S . S . TRIM ANGLES THRU SHROUD TAB INTO STIFFENER USING c--_cm �� c w8 X 5/8" S . S . FLAT HEAD SCREWS AT PREDRILLED LOCATIONS . SEE c 1/4 SCALE DETAIL "E" Z�LNOT'S 9 . REMOVE SPACERS FROM TOP OF MPU . FASTEN 2 SPREADER LOWER TRIM ANGLES (WITH WARNING SIGNAGE) TO BOTTOM OF SPREADER USING 1. FOR GILBARCO MPD, USE SPREADERBOX: SHROUD TAB w8 x 5/8" ROUND HEAD SCREWS IN PREDRILLED HOLES . SFE DETAIL "B" "A" 63") FROM 13'-6" UP TO 14' WITH STIFFENER "B" 69") FROM 14' UP TO 14'-6" BEHIND 10 . BEND SPREADER UPPER TRIM Ar 90 DEGREE ANGLE AND CUT TO FIT B C 6 BETWEEN TOP OF SPREADER AND UNDERSIDE OF CANOPY . REMOVE PAPER �L" 75") FROM 145!6" UP TO 15� FROM DOUBLE SIDED �TAPE AND SLIDE SPREADER UPPER TRIM INTO D (81 ) ABOVE 15 PLACE . REMOVE PAPER FROM SPREADER TOP TRIM ANGLE AND SLIDE FOR WAYNE ti1PG, U:IE SPREADER BOX: 71 r I BETWEEN TOP ZRIM BRACKET AND UNDERSIDE OF CANOPY . FASTEN THE "A" 63"} FROM 13`•-6" UP TO 13`-11" MPD ISLAND SPREADER UPPER TRIM FROM INSIDE SPREADER USING *8 X 5/8" ROUND "a" 69") FROM '.�`—�1" UP TO 14'-5" HEAD SCREWS . SEE DETAIL "A" "C" 75") FROM 14`-5" tJ'r') TO 14`-11" U-) SHROUD "D" 81-) ABOVE 14'-11- SHROUD - 11 . RUN A BEAD OF WHITE SILICONE CAULK ALONG THE UNDERSIDE OF THE N REVEAL » A>> CANOPY ARO'JND THE SHROUDS AND THE SPREADER TOP TRIM ANGLES . MPD iS�AN � SHROUD REVEAL 2. USE 2" SPACER FOR GILBARCO MPD. SECTION A-- A FRONT ELEVATION USE SPACER FOR WAYNE MPD. DETAIL " C" SCALE 1/2- 1 SCALE 1/2- = 1- 1/4 '1/4 SCALE HINGED PANEL EACH SIDE FLUORESCENT LIGHT 7 + � 1 1/2" CONDUIT 2 �1�/4- SPREADER SPREADER BOX DETAIL " D " PLAN SECTION THRU SPREADER 1/4 SCALE -- --- SCALE 1/2' = V BP AMERICA RETAIL MARKETING 1 13" I.D. RADIUS SHROUD DESIGN AND ENGINEERING NTH 13 O.D. REVEAL MPD OUTLINE- CLEVELANDUOHIO SQUARE 44 E 4 + + 3 /� SHROUD �',,(E�- DOWNSPOUT MONOCOLUMN REVEAL /� `./ COLUMN COLUMN 5 3 DETAILS 6 MPD 3' 4'-0" MPD 3 4'-6" CLEAR BEN 2' Dti"VG. NO. . _ 1 1 -IL--IV COLUMNS _ IP.`L�'✓.: Q � S;ALE• SC 111 AS SHOWN iMADE BY: R.WJI. DATE: WE X17189 p�CHECKED t3Y: O.DA " PLAN SECTION C TI O N THRU MPD REv1SE0tv5 DATE i c1�o r DETAIL E - _-- �--' 1/4 SCALE SCALE 1/2' = V IF A h } w •J ,IFS THIS DO16MMENT IS MESS 1111111 1111111 1111111 IIP II Illlfll IIIIf11 tr`�7 i 111 .. i1ri1 '11fit 1��ITIr IIIIIF�I 111111 VIII I IIIIIIIIIILILL..I II1 �.'I,I...IiL�,.L..,I � ( IIIII IIrI�`I � � �(III II � I � II IIII� I � I�IIII APRIL 1 12 1 3 f 411 ) ! L,EGIHLF' THAN 'PHIS NOTATION, ` l � 6 I '� I I I IQ I 11 I 12 26 1993 IT IS DIJE TO THE QUALITY OF No 36 � .- TILE ORIGINAI, DOCUMENT. 8I�ZIIII 8II�Z II`` GIIZI I I ZI III ZIIl�illINl ZI ll�llLl:l ZIlllllll ZIIII IIITI ZIll�l1011�iZllll�lllllllll�llglllilllllliLll iI.1I 1�11811 iIII1�1 4I1I TI 1 I i IIiItI'TIIII�IIEI�I iIIIIIIIIZII�1llllllliil tillllll0ll TlIIIIIIII I6Illllllll BII I I IIII�IIII IIII 4-IIII I�III�I IIII�II-II rIlii I Il — ra-�6fI� l�iZI - III L117111 �Il IIII llf IIII I II IIII i TO VEN1 RISERS NO. 0- Ef-IJI.PMENT DESCRIPTION SUPPLIED a NOTESBY v a- ul 1 SINGLE WALL FIBERGLAS`; TANK 1 ) PEA GRAVEL. BACKFILL.. ALL OTHER MATERIAL. MUS F BE ' 28" DIA. MANWAY --- 33 34 -• �-- b 2 � O/C OR XERXES OWNER APPROVED BY TANK MANUFACTURER AND OWNER'S w COVER I 2 42" DIA. FIBERGLASS CONTAINMENT SUM F1El_U REPRESENTATIVE. w a OWNER g � 0/C, XERXES OR WESTERN FIBERGLASS 2} 2" RIGID STYROFOAM BOA Q r 4" SPARE OPENING -- - -- - — — -- -- - 3) FILTER FABRIC (TYPAR OR EQUIVALENT)- CUT TO FIT o w `I - w 22" DIA. MANWAY IN TANKA 3 31" DIA. FIBERGLASS SUMP RISER TIGHTLY AROUND PIPING PENETRATIONS. (BY CONIRACTOR) z " Lj a �` O_/C,�XERXES OR WESTERN FIBERGLASS OWNER ft 4) FIBERGLASS PIPE AND FITTINGS TO BE A.U. SMITH OR _�FD y Q �� - r" AMERON. FITTINGS MAY NOT BE MIXED. D a �- w �, 31 34 4 32" DIA. FIBERGLASS RISER LID , Ln �- �._ V) OWNER 5) SLIDE LACK EXCEPT TO TEST, 0 C, XERXES OR WESTERN FIBERGLASS ' 5- FIBERGLASS DISPENSER DRIP BOX - i! 8) SLOPE CONCRETE AROUND ALL MANHOLES 1" RISE WESTERN FIBERGI�,SS _ OWNER OVER 12" RUN. y \ 7) WIRE MESH AND REINFORCING BARS TO BE A MAXIMUM O 6 2" FIBERGLASS REINFORCED PIPE - - ONTRACTOR OF 4" FROM TOP OF CONCRETE. Q1 C� U - --- -� BOW 'ONTRACTOR 8) TANK BOTTOMS SNAIL BE INSTALLED LEVEL. 7 2" DIA_x 45' FRP EL 9) SLOPE SIDES OF TANK HOLE AS REQUIRED BY SOIL 8 _ -2 �DIA.x 90' FRP ELBOW - ONTRA.._OR CONDITIONS. 24" MINIMUM DISTANCE BETWEEN TANK 0 I 32 34 19 9 - - 3"x 2" FRP -IEE - ONTRACTOR WALL AND WALLS OF EXCAVATION. (� \ - 10 2" FRP ADAPTER- BELL x NPT MALE ONTRACTOR 10) USE ANGLE FOR ASPHALT YARD ONLY. 2 _ __— __ r 1 1 ) REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 11� 11 2" FRP ADAPTER-- SPIGOT x NPT MALE ONTRACTOR 4-#4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM DOUBLE WALL --- SIDES OF BOX. PRODUCT PIPING 29 12 3" i IBERGLASS REINFORCED PIPE - ONTRACTOR 12) CONDUITS FOR WIRING OF SENSORS AND PROBES ARE 13 3" DIA.x 90' FRP ELBOW 'ONTRACTOR 'TO BE SEPARATED FROM OTHER WIRING. WIRES MUST 6 __ ___ - BE SIZED ACCORDING TO MANUFACTURE'S SPECS. 33 34 - 14 3" DIA. FRP TEE ONTRACTOR - - 13) SEAL AND PLUG UNUSED OPENINGS. - STAGE II VAPOR RECOVERY 15 3" DIA.x45' ELBOW CONTAINMENT FITTING ONTRACTOR 14) MINIMUM BEND RADIUS 8" . LINE FROM DISPENSERS 16 3" OLA. TEE CONTAINMENT FITTING ONTRACTOR 15) INTERIOR OF FIBERGLASS DRIP BOX TO BE FILLED TANK PLAN VIEW --__ ----.----------- - -- ---- WITH PEA GRAVEL BACKFILL TO SHEAR VALVES. 3 8" - 1 '-0 CONTAINMENT SUMP PLAN DETAIL A 17- 2"- DIA. GALV. STEEL PIPE _ ONTRACTOR 16) ONE 6" OBSERVATION WELL. DEPTH SHALL BE 26" / 1"= 1 '-0" 1/2 18 �" DIA.x 90' GAt_V. STEEL ELBOW ONTRACTOR 13ELOW TANK. WELL SHALL BE PLACED IN CORNER A WITH LOWEST ELEVATION. DO NOT USE. PVC CEMENT. 8" THICK CONCRETE SLAB l 6 _ 19 2" DIA.x 45' GALV. STEEL ELBOW ONTRACTOR5• _ 0" REINF. W/6x6x6 #6 WWF - � _ _ 1 7) 3/4" CONDUIT FROM EACH SUBMERSIBLE TO ►� — 16 (DO NOT USE FIBER IN CONCRETE) 20 4 "ALV. RISER- LENGTHASREQUIRED .ONTRACTOR BUILDING. TERMINATE WITH SEAL-OFF PER NEPA --- - SPECIFICATIONS. f� 35 21 4" PIPE CAP- SCH. 40 GALVANIZED ONTRACTOR � -0" E A E3 D C 6\ _ _ - __- -_ _-,__--__ 18) 3/4" CONDUIT FOR ELECTRONIC TANK GAUGE. i--� 11 22 2"x 1a" STEEL FLEX CONNECTOR- LOOP CONDUITS BETWEEN TANKS, THROUGH 2 2 112 112 2 2 ? 2 JUNCTION BOX SEAL OFF HOME RUN AT BOTH TANK MALE SWIVEL x FEMALE OWNER AND BUILDING. DO NOT PIPE INTO WIRING TROUGH. TELEFLEX OR TITEFLEX G 4 D - --- ' 4 CONDUIT OR 9) 3/ N T F CONTAINMENT SUMP SENSORS. D `� "- `-`--" 23 1 1/2"x 18" NON-METALLIC FLEX LOOP CONDUIT BETWEEN CONTAINMENT SUMPS, . .�7 .�� . . t� .e' •� �.'y.'y •:�'.y.'y'•:-:� y . ..� 1'.'y' ► vti •;.,titi •.�:,rl .',' e ► r !'''!'''!' ► ► .. 7,.� ..: —Q . ;'; �• , ., . ..•.... . ..•!, r ., ;•., � ,.. . ,.. .: ..' - .: D t, _ CONNECTOR-TE LEFLEX "FLUIDFLEX" OWNER 'NROUGH JUNCTION BOX. SEAL OFF HOME RUN AT LEV _� ,,% :;`v; 6 1 C a 25 26 24 6" FACTORY SLOTTED PVC-1 PIPE, 02" - BOTH TANK AND BUILDING. DO NOT PIPE INTO WIRING �- TROUGH. PEA GRAVEL` Z a PEA GRAM3 SLOTS OR AS PER LOCAL REGULATIONS OWNER c� •. 22 2 W/CAPPED BOTTOM (LGTH. AS REQ'D.) 20) 3/4" CONDUIT FOR DRIP BOX SENSORS. LOOP ., ATLANTIC SCREEN OR EQUIV. CONDUIT BE SUMPS, THROUGH JUNCTION BOX, i ,, ,S T',y, r• A 14 30 ___ --- —_-- WITH A SEAL OFF AT EACH ENTRY. DO NOT PIPE IN10 ca , 52 29 25 LEAK DETECTOR- RED JACKET, ^OWNER•• ' ._ ; - 1 2 WIRING TROUGH. - ' 2 5 - 30 PISTON OR DIAPHRAGM ---__ 21 ) PROVIDE 6" CLEARANCE BETWEEN MANHOLE LID AND I _ ! 26 1 1/2 HP SUBMERSIBLE PUMP- OWNER TOP OF RISER FOR TANK CADGE. i I—1! « 6 RED JACKET (19" RISER -LENGTH) - _ 22) ALL PENETRATIONS MUST BE PERPENDICULAR CN 12 7 I 31 34 - TO CONTAINMENT SUMPS AND DRIP BOXES. 3 I I l 0 11 4 2_" 11 w I 19 21 LIQUID SENSOR- EW EECOSYSTEM OR OWNER 23) SECURE SHEAR VALVE TO BRACE. VR TLS-350 - a . 8 I - ---- - --- -- --- - -- 24) VENT PIPING CONTAINMENT TO BE PROVIDED ONLY I Irl I _ _ - - 28 TANK GAUGE- EW EECOSYSTEM OR - - I 1 - OWNER WHEN REQUIRED BY LOCAL CODE. ___ - I z VR TLS-350 -� - 25) PROVIDE 6" CLEARANCE BETWEEN TOP OF TEST 24 I II I (MITI ) l I -`n _ _ �, ?_9 JUNCTION BOX- CH GUP215 ONTRACTO,: WELL CAP PLUG AND GRADE. (MIN.) I I I _I I I-1 1 2� __ _ -_ ____ _. i1 II _ _ -� 26) CUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM f 1 I I —1 I (— z I I 30 SEAL OFF- CH EYD2 - ONTRACTOR SUBMERSIBLE PUMP. 27) INSTALL TANK ID. MARKERS IN THE SPILL CONTAINMENT 31 3/4" MALE CPLG. W/RUBBER WASHERS ONTRACTORMANHOLES AROUND FILL RISERS. MANHOLE COVERS - - _ 32 3" BOOT WESTERN FG RET-8408 OWNER SHALL IN PRIMED AND PAINTED ACCORDING TO THE FOLLOWING SPECIFICATIONS: 22" DIA. MANWAY " 33 2 BOOT - WESTERN FG RET--8408 OWNER REGULAR UNLEADED - WHITE W/BLACK CROSS 1-III - 12 MIN. 1 e g r.L w/2.8 DIA. COVER - ( z _1 I Imo! _ 34 UNIROYAL SILAPRENE OR EQUAL OWNER - REGULAR LEADED - BLUE -I 11—I I "� — _ _ _—_-- �- -j�—T – TT�TTT—T-f —�_ _. --- I -- -- --- SUPER PLUS UUNL.EADED -NLEADED BRED WLUE /WHITE CROSS I� I-1 - _ 1-I l I-1 I f-I 11-1 11-1 11-1 11-1 I I� i_I,;,1 1;;{ 1 1-I I I=! I I---1 I I_I I I=1 I !�I 11=1 I I I I I 3;� 36 MANHOLE- POMECO 1 10-36WT, — FILL cRoss ' l i I N i 11=111=III—III-I I ISI i 1—I I ' TANK ELEVATfON 11 1I 11 I-11 I—III---III—I 11-111---1 I E—E I I CONTAINMENT SUMP ELEVATION DETAIL B OWNER *DIESEL - YELLOW CRI 236RSG OR EQUAL ��,ATER 1IGHT) .KEROSENE - BROWN / 36 18' MANHOLE- POMECO 110- 18, OPW •HEATIN4; JL - GREEN <: 104-MW-0018 OR CNI 218R-12SG OWNER -USED OIL - BLACK *VAPOR RECOVERY - ORANGE 37 SPILL CONTAINMENT BOX- EW A1003-009, OWNER *OBSERVATION WELL - BLACK TRIANGLE ON WHITE BACKGROUN LINE OBSERVATION -- - LINE OBSERVATION PW 1 -4000 OR EBW705--BG SUBMERSIBLE PUMPS - CRAY E WELL WELL -_- -----.- _- _ __ __ _____-- -___-_- __ 1A.NK C.AUGE - GRAY 16 _ 20 LL 38 PUMP BOX- BENDEL, FORMEX OR _ -OWNER- •PAINT SURROUNDING S OF CONCRETE PAD TO MATCH. 1 2 10 MORGAN - - - - -- - 39 EXTRACTOR VENT VALVE 28) PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED z OWNER ON A 6" COMPACTED BEDDING OF PEA GRAVEL. NO UNIVERSAL w./12" NIPPLE & S,AINLESS PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, STEEL FLOAT OR OTHER DEBRIS. 8" THICK CONCRETE PAD I 40 4" FILL_ CAP - OPW 634-TT OR EQUIV. -6WNER 29) VENT LINE SHALL STAND NO LESS THAN 4' FROM - -- -_�-- ---- - OUTSIDE EDGE OF CURB. 2 3" FRP VAPOR --\ I 4' 4"x4" ADAPTER- OPW 633T-8076 OWNER RETURN LINE r?_" FRP PRODUCT PIPING W/ � __ _ __ __ _ 30) INTF_R101 OF FIBERGLASS CONTAINMEN.T SUMP TO BE 3FRP CONTAINMENT PIPING I - CLEAR OF PEA GRAVEL BACKFILL SO THREADED 19 0 0 0 ", I 42 3' VAPOR CAP-- OPW 1711 -T-3 OWNER JOIP.:TS ARE EXPOSED. 0 0 0 I 43 3"x4" ADAPTER- OPW 161 1 -AVB OWNER 31 ) REAM ALL RISERS FOR FULL PIPE BORE. 44 2" VENT CAP-- OPW 23 OWNER - 18 CONDUIT FOR DISPENSER 45 RESERVED DRIP DOX SENSORS TO BLDG. 0 --- ----- 24" 24" 24 24•, 12 46 SHEAR VALVE- OPW 10 I?FP - OWNER BP ® CO . MIN. MIN. MIN. MIN. i �� i 47 6" TEST WELL PLUG- MORRISON 678XA, _ OWNER -- RETAIL MARKETING 48 3" STEEL GALV. PIPE CAP -� �`- - ONTRACTOR DESIGN AND ENGINEERING _-_ 49 TANK, ID. MARKER- EW A 0022- 1 -8 0 0 ORUNIVERSAL #59 -� OWNER - CLEVELAND,200 ION SQUARE 50 1 1/2"x 1" GALV. STEEL REDUCER ONTRACTOR ; 51 1" MALE CPLG. W/RUBBER WASHERS ONTRACT01? r. ' 52 . ~FERNCO 1056-32 FLEXIBLE W/ALR STEM OWNER SINGLE WALL FIBERGLASS 0 0 0 53 FERNCO 1056-32 FLEXIBLE W/O STEM OWNER �l 2" FRP VENT 54 1- 1/2"x 12" NON-METALLIC FLEX, OWNER TAN K D ETAI LS 0 0 0 CONNECTOR-TELEFLEX FLUIDFLEX' LINES 'TO RISERS NOTE: 55 18" MANHOLE- POMECO 1 10-18WT, OWNER CNI 218R-12 OR EQUAL (WATER TIGHT) BOLD LINFS DENOTE FRP PIPING DASHED LINES DENOTE CONDUIT I E.5 2" PERFORATED FRP PIPE W/2" FRP ONTRACTOR SWC;. NC.-: 15--R-SWT 1 /2 RE_V.: BELL x MALE AND 2" GALV. PIPE CAP — _� _ SCALE: 1" = 1 '-0" PLOT SIZE IviAUE 8Y: TAIT CF 57 -2"x 1 1/2_ FRP THREADED ONTRACTO DATE: 3- 14-91 CHECKED FAY; � �� _ REDUCER BUSHING __- REVISIONS DATE DWN CKD E-) 58 2"x 12" STEEL FLEX CONNECTOR- MALE SWIVEL Ir) _ ELEF EXOR TITEFLE OWNER EX _- _ _.-- - L TANK ELECTRICAL CONDUIT LAYOUT TYPICAL PIPING AND CONDUIT LAYOUT 59 1" GALV. STEEL PIPE NIPPLE -- ONTRACTO -----`- - -"- o _ - ., N0 SCAT_F- ..,.__� S/ 1 6' _ 1 ' 0 60 3" FRP ADAPTER-- BELL x NPT MALE ,1MNTRACTOR -� .� 15SWT1 • 1 -IFSTHiB DO6UMFNT IS DESS illEll Iltr11� r( ,a1E111IIfiT91T L 11 I lI I Jill I I APRIL 26 1993 2 4LEGIBLE THAN THIS NOTATION, 6 121 IT IS blIE TO THE QUAL'.TY OF _ THE ORIGINAL DOCIJMI-INT . - - - - -- — - - - - - — - — - r - - - ---- -_._ E 8Z gZ LZ Z �Z ibZ £Z ` Z TZ 07, 6i ill LlI9�I SI fii $i Zi II I�' ' I �� I I III I�� II�IIII IIIIIIIII Illlllll IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I I�II�II!II III�I ILII L1�i111�llll�llllllllllllll IIIIIIIII ►Illllill III111111iIIIIIIIIIIEIIIIIII► Illiltllli'illllllli illllllll Illlltill IlI�1 .RlllLllllllllllllllllilllllllllllll Ililll iI III t II I SLOPE CONCRETE AROUND ALL CURB UNDERGMN__,p _STORAGE TANKS O SINGLE WALL STAGE I! 'n 6 SLOPE CONCRETE AROUND ALL CURB 1 6 BOXES 1" RISE OVER 12' RUN DOUB�..E WALL IMPORTANT: BOXES 1" RISE OVER 2" RUN VAPOR RECOVERY LINE PRODL)C;T PIPING a SLOPE; CONCRETE AROUND ALL CURBMARK TO SE PARAT TANKS ARE TO BE INSTALLED AND TESTED PER CURRENT In 6 BOXES 1" RISE OVER 1 Y RUN 37 .37 36 ____ FROM PRODUCT LINES) �/ 36 MANUFACTURER'S INSTRUCTIONS. QNL•:RAL. - �7 40 42 6» 55 I EXCAVP'_ FOR, SET AND FILL_ AROUND ALL UNDERGROUND � - ff ` TANKS AS SHOWN ON DRAWINGS AND SPECIFICATIONS. WITH GASOLINE OR WATER 4 d d 4 q d -- 4 4 D d a 4 4 4 4 d p D 4 D ' AFTER INSTALLATION AND KFILL_. 4 4 � d 7 4 _ --. 4 p __. .- WHERE THIS DRAWING IS IN CONFLICT WITH THE LOCAL v► D ( ) --- -- REGULATIONS, LOCAL REGULATIONS WILL SUPERCEDE THIS fb 4 d 4 F d 4 4 4 4 p D p d 4 4 d p D D a 4 4 b —+--�,� _ 29 O O - f >� DRAWING IF THEY ARE MORE STRINGENT. It- a 17.7 / PEA GRAVEL AND BACKFILL: ` L-�..J USE PEA GRAVEL (ROUNDED PARTICL-F-S) WITH A MINIMUM - I 30 U cJ .� I ��` ��___� DIAMETER OF 1/8" AND MAXIMUM DIAMETER OF 3/4". w .• l .c� 41 43 i I 20 C1 S'IONE CRUSHINGS SHOULD BE WASHED AND FREE FLOWING. PIPING TRENCH ANGULAR PARTICLE SIZE SHOULD BE BETWEEN 1/8" AND 112- 1 20 1 z o PEA GRAVE C) ' AND MUST MEET ASTM C-33 PARAGRAPH 9.1 REQUIREMENTS 1 I } = PLAN v'EW NO MORE THAN ,3% OF BACKFILL MATFR1A'.. SHALL PASS m - THROUGH A NUMBER 8 SIEVE. • _ 36 Z � - /- ?4 6 SLOPE CONCRETE AROUND ALL CURB { 20 > � -_ BOXES 1 RISE OVER 12" RUN / IF NECESSARY, TANKS ARE TO BE ANCHORED PER i�� d / MANUFACTURER'S SPECIFICATIONS. CJNSUI.f WITH OWNER'S w PJC CAP - _ FIELD REPRESENTATIVE TO DETERMINE IF ANCHORING IS PEA GRAVEL _ — 4 D -�- � = SCRFWED ON d 4 4 4 4 4 4 4 ' ,� 46 D D TO BE INCLUDED. (STRAPS PROVIDED BY OWNER; ' I - _ TANK TEST: Ir - = z 4 4 4' 4 - D TANKS MUST BC TESTED ACCORDING TO CURRENT - d 4 4 4 4 D _ �.• --- - - - MANUFACTURER'S PROCEDURES. NOTE THAT PROCEDURE ��••-�• � - VARIES BETWEEN MANUFACTURERS. 8" - - � IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND , *0) STORAGE AIRTANKS PRESSURE.L 8E TESTED ABOVE GROUND WITH 28 AFTER INSTALLATION AND BACKFILL TO TOP OF TANK AND 1 ` �f 12 - 12 INSTALLATION OF PIPING CONNECTIONS, ALL UNDERGROUND 12 StOkAGE TANKS SHALL AGAIN ETF TESTED WITH AIR --" - NAIIVF SOIL �� 4 PRESSURE AT 5 PSI WITHOUT PRODUCT AS BALLAST , 14\ AFTER COMPLETION OF' ALL YARD PAVEMENT WORK, ire \J INCLUDING TANK PADS AND PUMP ISLANDS, A PE"TROTITE �� (OR APPROVED EQUIVALENT) TEST SHALL BE PERFORMED " 13 AT THE EXPENSE OF THE OWNER ON THE TANK, PRODUCT SLOPE. DOWN ' 14 - -�.. AND VENT LINES.(NI fROGEN TEST FOR VAPOR RECOVERY PIPING) 12 —�``�.. 1 CONTRACTOR SHALL COMPLETE THE TANK MANUFACTURER'S 4 CHFCKLIST ANS) SUBMIT THIS LIST TO THE OWNER'S REPRESENTATIVE. TANK OBSERVATION WELL rE 13 {�� PIPING 1" = 1'-o" z/2 LINE OBSERVATION WELL PIPE: I ( 1" = 1 '-n" FIBERGLASS PIPE. 10 BE A.O. SMITH OR AMERON (BRANDS DEFLECTOR PLATE DEFLECTOR PLATE -� D TANK BOTTOM 0 TANK BOTTOM NOTE: MAY NOT BE MIXED, INSTALL. PER MANUFACTURER'S NUMBER AND LOCATION OF LINE WELLS RECOMMENDATIONS). STEEL PIPE TO BE SCH. 40 GALV. 45 PER PLOT PLAN. PIPE JOINT SEAL:_ —L GASOILA SOFTSET SHALL BE USED ON ALL STEEL PIPE FITTINGS AND THREADED METAL CONNECTIONS. ALL PIPE AND PIPING SHALL BE AS NOTED ON DRAWINGS. 44 - STRAP VENT SPACE PIPING IN TRENCHES ® 8" O.C. LINES TOGETHER TANK VENTS: = 17 44 ALL TANK VENTS SHALL BE 2". `" STAGE I VAPOR RECOVERY a AND FILL PIPE DETAIL C TANK GAUGE DETAILrD I 4 N - PAINT CRAY BACKFILL: 2 BACKFILL. OVER PRODUCT Ar�D VENT ONES IN TRENCF; SHALL BE CLEAN COMPACTED SAND. PIPING SHALL_ BE LAID AND not � r L_ 17 CONTINUOUSLY SUPPORTED ON 6" OF COMPACTED SAND. i 16 ` NO F4PW Si�iALL. BE SUPPORTED BY BLOCKS, PLANKS 19 OR aYF1ER OEBRtS. • 5134 - (2)- 1" CONDUITS --FOR DISPENSER *STAGE 11 VAPOR i - BUILDING WALL SLOPE: ALL PIPING MUST SLOPE TO UNDERGROUND TANKS. *NOTE: 112- CONDUIT 3 1/S RECOVERY LINE 10 • I sa 17 �. DISPENSER OUTLINE PIPE TESTING: CONFIGURATION SHOWN 1N THIS DETAIL IS FOR FOR SP>-A ER - -- • o - - A GILBARCO MPD-3 DISPENSER. SEE DRAWING (OPTIONAL 38 s �► - 1 EACH PIPE SYSTEM, PRODUCT PIPING AND 15R-S2VR-G/W 2/4 FOR ALTERNATE DISPENSER �' _-- __ ____. _ B SI��____ _ _- •0' . 18 of • • VENT PIPING, SHALL BE PRESSURED TO 01 CONFIGURATIONS. 1 ?' STRAP LINES ! 50 PSI AND MAINTAINED AT THAT PRESSURE FOR 24 • 1 1 j • _ HOURS BEFORE BACKFILLING - • TO BUILDING AND FOR 24 FLOURS ►� 6 • ' .. d - -- - AFTER BACKFILLING. IF NO PE:RCEPTIBL_ CHANGE IN **NOTE: ® ® - - .INSTALL TRAFFIC BEARING PLATE 10 PROTECT56 - cD 12" 12'• 1O - 17GRADEPRESSURE HAS OCCURED AT THE ENDOF THE TEST - �- Ll �� PERIOD, THE SYSTEM SHALL BE CONSIDERED INI'_IAE I Y LATERAL PIPING DURING CONSTRUCTION. rn •• o __ L , LACCEPTABLE. THIS SAME TEST SHALL BE PERFORMED ! �• � �_ �° o AFTER BACKFILLING. ***NOTE: � � , o• e � PROTECT MAIN RUN PIPING UNTIL SLOPING PIPE 3/4" CONDUITS SIDE `t • • IF DOUBLE WALL PIPE IS USED, THE SECONDARY PIPE IS RUCHES THE MANUFACTURE'S MINIMUM BURY FOR DISPENSER " " � e 018 TO BE PRESSURE TESTED AT 5 PSI FOR 60 MINUTES DEPTH. DRIP BOX SENSOR 9 15/16- 3 N 4 11/16" M SLOPE TO TANKS ^ 10 BEFORE BACKFILLING ANO 60 MINUTES AFTER BACKFILLING. / 42'0 _— CONCRETE 1 CONCRETE USED SHALL MEET BP STANDARD SPECS., PLAN DETAIL 0 PUMP BOX FREE ST�VOING PRORLE PLAN VIEW WALL IIAQUNTE,r D PROFILE DRAWING SP-S-1, SECTION 1.01 . MPD-3 DISPENSER 1" = 1 '-0" VENT RISER DETAILS SUMP UNITS I 3/4":F 1 '-0" FIBERGLASS SUMP UNITS ARE TO BE SEALED PER ,. ►, SIDE "A,. SIDE —� 3" 42" 3.,tom- MANUFACTURE'S INSTALLATION INSTRUCTIONS. 46 9 15 16" 11 7/8"_,_ 11 7/8-_8 DISPENSER ISLAND c0 PIPING UNIONS-� 4 11 1 �" � 38 B'1 GILBARCO / DEADMAN ANCHORING NOTES: 8' DIA. SINGLE WALL 6 \ —� 1 AHIGH NWATERITABLE O ILS ENCOUNTERED. FIBERGLASS TANK --- - .y y. y. 2. INSTALL DEADMAN ANCHORS PER TANK BP 0 COO CUNCRE i E SL/�E3 - y `' , „ 29 46 1 5S MANUFACTURE'S INSTALLATION INSTRUCTIONS. y. . y. y. "��` .; i• ' ♦ % 30 \ 501 3. DIMENSIONS Ot" DEADMAN FOR 8' DIA. TANK RETAIL MARKETING �' �' ► t ,- • ARE 12"x 12". IF ONE DEADMAN IS USED FOh' \ . ... N.,• ; . DESIGN AND ENGINEERING �. .,. -�. ;ter y '��:� �: • ��. `! �. ';.�. � �t K»•:.ir; � ;. ADJACENT TANKS IT MUST BE DOUBLED IM �' �:' '•' ., • FIBERGLASS HOLD 4 WIDTH TO 12"x24" 200 ... :. '.� ..LEVELAND I IOH O SQUARE441 14 Z - - i -'� ! 5 .:�.. g • , 3 4. TOTAL LENGTH OF DE,M)MAN IS 1 Y GREATER / DOWN STRAPS - - '�.� .. THAN OVERALL LENGTH OF TANK. � ': 31 34 5AWCUT 4 1/2 O 6 4 �__ I .'"''" \ -'" �1. 33 3 54 14 r DIA. HOLE FOR 5. EACH TANK REQUIRES A DEADMAN ON EACH SIDE. 6 ___- _ - _- N WF"G BOOT TYP. � _ •-,.�-__ ____ _.__.�- _ 6. FOUR (4 HOLD DOWN STRAPS REQUIRED FOR 13 57 56 i0 x (LOCATION AN 1 000 G&LON) TAN S, SINGLE WALL FIBERGLASS �, --- TURNBUCKLE TANK D ETA!LS 7. DO NOT USE STRAPS OR CABLES BETWEEN RIBS. C 23 4 8. FASTEN WIRE WITH AT LEAST THREE (3) CLAMPS AROUNIO DEADMAN AND THROUGH THE END POINT �p I �2 L2.. rya 8 57 27 .. I „ „ OF THE T RNAT HOLD 1 DOWN FROM EACH CLAMPS SHALL BE - (3) CABLE GLAMf� -I I 1 3" 8 8 8 5 ALE ED ., -- �` No .: 15�R—SWT 2/2 REV.: ,....` :. : J 3�. 34 - I _ 14_ - .. � _ 9. CONNECT ALL CABLE AND STRAP " H TURNBUCKLES __----�� /- 1/2' DIA. WIRE ROPE �WC• 8 16 15 J 1 OPTIONAL). THEN TIGHTEN UNIFORM, " " -- -1 O Y WITH OTHER - ------�.,� STRAPS. STRAPS SHOULD BE SNUG BUT CAUSE NO SCALE: 1 =1'-0 PLOT SIZE- MADE 8Y: TAITLF 32 TANK DEF LECTIO VS. DEFLECTION CAN BE DETECTED E. HY CHECKING 4�NK DIAMETER 'HITH A GAUGE STICK DATE: 3--14 -31 !_� CHOCKED oY: L7�. 8" f3" g' 18•, PEA GRAVEL- _ I y "A„ SSID�_ ITEFORE AN) AF-1'ER SNUGGING STRAPS. y T-- - - '- =� I I—� , REVISIONS DATE OWN CKD -__ -__-- Ili' 10. WIRE ROPE MINIkuM 1/?" DIAMETER. 0" SIN. - --- -- CONCRETE DEAOMAN ANCHC P CT PIPING AT DISPENSER ISLAND ELEVATION 'D AIL 0 DRIP BOX 1 1. TURNBUCKLES: 6" MAX. REINF . W/2 #5 REBAR CONT.PRODUCT - O.C. - lot --HOOK rrPE 1 ',i4' DIAMCTFR T&8 ,ANU �3 TILS ®► 24" _ 1 -0 1" _ 1 0" JAW TYPE - 3�4 OYETER TANK ANCHOR DETAILS ---=---_-- --- �� EYE TYPE 3/4 L.. 4ETER 11 if 151'2 I0'-THIS DOCAIMENT IS LESS � Il� ill 1111111 ljlllll ijf l,l ! jllrll Ijllrll Ir.A�I `i 111' r IT r1jT I�(�1r IT�Ir Ijlllr� /,Illljl Ijll; il Illlljl Ijlllll Ili �ll � � IIII I Ijllijllllll ll Ijl+ ljl Illllji 1111111 IjF 12� LI /�np{� �/� 1993 t 4 • 1 1I 1 2 3 1 4 c 6 10 ff f 11 I APRIL �, LEGIBLE TII�1N THIS NOTA`T'ION. - - -..__1J-_ ---- -1 --- - ----- - -- `� -�-� __�----- -"L -- -- =, i- IT' IS DI,E TO THE QUAI.T'1'Y OF ••r-" __ -� 'PIIS ORIGINAL D0Ci1Ml_:NT. — -_ --- _ -, -- -- -- --- --- -- -- -- -- - >; 8Z I BZ LZ Z �ili Z AIii ElZ z�Z ITZ I U��7, 8I FII I! L�T IBI 4� iNi E [I iI Z�I iIiO�i I 18 iI � I �I ITfiIE I ZI I III 111111 I I�II lllllll�lllI 1111 IlLilll,�lllllllll�llll IIII�IIII 111.111;1 IIII�I,IIIIIIIII I IIII�IIII 1111 ILII II L,III 111111111111 ILII III1�Jlilllll�llll�liI11�� ILII ILII tlll 1111111 I IIII�IIII ILEI ILII LIl llflll(Illill II II IIII I 140 TOOLED JOINT CONCRETE SLAB — OWNER FURNISHED MATERIALS FINISH STREET 1/4" EXPANSION JOINT + `- FINISH STREET �.-- PROPERTY UNE 1 1/2" CHAMI"EF2 ASPHALT DRIVE - CONCRETE o � SUPPLIED INSTALLED ASPHALT PROPERTY UNE EXPANSION ASPHALT SLAB a REF. BY BY DRIVE �- SEE PLOT PLAN FOR JOINT SEE PLOT PUN FOR CONCRETE 6.1 D TOP SOIL DRIVE CONCRETE DRIVE PITCH AND FINISH GRhDES `�I PITCH AND FINISH GRADES `� SLAB o WWF 6X6-W7.9XW2.9 N r N 3" CIA. STEEL SUPPORT r rJ r- . N v o � � 11-1 OWNER , 8-CONC. SLAB r, N o z N PIPE AND 3/4- DIA. STEEL 8 CONC. SLAB _ AIR PIPE ! t-.,• � - v o o .. X X�..�... X °D ------K-'' io X_ •-- — ------- X z ":` - X X n " � �' 11_2 5/16" I.D. HOSE (250 PSI OWNER G.C. I _ - �� . o ..•• • • TW •,.. •� . . o Wc�2KIN T AIR GAUGE W/ I u .. • 1'-6" 6 CON 6` STREET CURB _ Lv 6 STREET CURB 'c� m M WWF 6X6-VY2.9XW2.9 - BAYONET WWF' 6X6 W2.9XW2.9 w►Nf" 6x6-`W2 `�' N VVYVF 6X8 W2.9xWx.9 0 1,-4- 11-3 MAUTO -ODEL BP 42T AIR BCU OWNS �. , " INSTALL EXPANSION VIINIF 6X6-W2.9XW2.9 1:3 SLOPE 14 REBAR 16 JOINTS 20' O.C. 11--4 3 4 PIPE ASSEMBLY WITH OWNER G.C. TOP do BOTTOM AIR VALVE AT ONE END SECTION AND 90' ELL AT OTHER SECTION SAWED CONTROL JOINT IN END SECTION SECTION SECTION SLAB t�J 11-5 1 1/4' SUPPORT PIPE OWNER G:c. SECTION CONSTRUCTION JOINT IN 04,� O CONCRETEPROACH & KEYED CO ( � CON"RETE & ASPHALT DRIVE — �CH & CONCRETE AP 2 STANDARD CONCRETE .,URB CONCRETE APPROACH � 1 .� O CONCRETE SLAB 11-6 1 1/4" SUPPORT FLANGE OWNER G.C. C CONCRETE E DRIVE ASPHALT DRIVE ASPHALT ' EXPANSION JOINT 11- 3" DIA. STEEL PIPE CAP 11-7 3/4" SUPPLY UNE OWNER G.C. 12 GAUGE GALVANIZED METAL GUARD RAIL 1 10, 1'-8" S � OR CONC. 11-4 BOLTED TO METAL POSTS PER STATE GRA NG PAVEMENT Td? OF AIR PIPE DEPARTMENT OF TRANSPORTATION SPECS. HOSE W/ BAYONET :f •:�, Q AIR GAUGE M 11--7 o 11- 3 CONCRETE EXPANSION JOINT 1 o a o (NOT SHOWN) i SLAB - I I -I ro I PPE SUPPLY 0 11-5 13-1 12 GA. STEEL CURB OWNER G.C. -� FULLY _ 11-2 N ANCHOR 11-6 N i `o i FINISHED w O °I I io SUPPORT 19--1 MODE WHIG W X07 OWNER G..:. FIN. GRADE ENDS GRADE= FLANGE TO 5 SQUARE X X I > • I • o a° o SLOPE CONCRETE z • . .: • ', i `� "PIPING ISLAND. SEE 3 0 -I FURNISHED zL TOP OF ISLAND 19-2 400 WATT wHITEWAY OWNER G.C. O STANDARD GUARD I . o o u r- MODEL l.R1-400--SIH i f w BY OWNER TO BYPASS FIXTURE A LXPOSTX 5'-9" LONA CONCRETE 0j (HIGH PRESSURE) I ( 4 8" YARD DRAIN TO REGULATOR PIPING 1 OF REGULATOR REFER TO DISPENSER 19_3 (4) 3/4"0 X 4'-0- LONG OWNER G.C. WWF 6X6-W2.9XW2.9 f 0 C E W 6- 1 . 1'-8 1 4" b• OUTLET (LOW FURNISHED MANIFOLD DRAWING 13 AND PLOT PLAN ANCHOR BOLTS WIT}I 12�-b" MAXIMUM { • PRESSURE) OF BY G.C. INSIDE BUILDING. FOR EXACT AIR PIPE LOCATION. ANCHOR PLATE AND 6' �••-- 21-8 1 4 REGULATOR MANIFOLD 3/4 SCH. 40 THREADED PROJECTION f INSIDE BUILDING. 14_0• GALVANIZED STEEL - SECTI CSN SECTION HEAVY DUTY GRATING AND FRAME CONCRETE SHALL BE EQUAL TO MCKINLEY 3/4" SCI•{. 40 FOUNDATION BY G.C. AIR PIPE BY G.C. � 1 20_1 ADMIRAL FLAG OWNER G.C. INT I N g IRON WORKS TYPE PGM IN X20" SECTION D GALVANIZED STEEL- YARD AIR STAND ISLAND AIR STAND AND �L.AG POLE EXPANSION JO �� GUARD RAIL YARD DRAIN AIR PIPE �� HIGHWAY O CONCRETE SLAB WITH �I'01'' FLANGE FRAME. OWNER G.C. .------- CONCRETE 20-2 WhMITEWAY t " g• -�-P SLAB MODEL- ASPHALT OVERLAY W/ MULTIT BALLAST AND TABLE 1/2 CHAMFER �� q A TV NEW 1 1/2 ASPH L SP2-2 PIPE SUP FITTER STATES 3"RIGID BOARD (TYPICAL) STYROFOAM UNDER WALK to o Z Q OWNER G.C. NO a m ��X77�-� 23-1 ISLAND FOP.MNO 0 8" •np• 1'6.3/4" 21.1/2"R. Q23-2 AMENITY UNIT O%NER G.C. NC, �C, IN YES I I ALL OTHERS o _ 71E r � "•--- SUBGRADE EXIST. N PLAN O 24"O.C. ASPHALT SEE PLOT_PLAN � _ w'WF 6x6-W2INSTALL 3.5"GIA. SCH. 3�--0" MIN' ASPHALT 26-1 DIRECTIONAL SIGNS OWMvcRG.C. 5 f4 REBAR EXPANSION n in 80 PIPE TOP VIEW COURSE VARIES 4"GONG. WALK SLOPE 1/4` �QUALLY SPACED o o POLYESTER RESIN TRENCH DRAIN _ 3" CLR. ' , PAINTED 12 R. SEE PER FOOT BLDG. JOINTS BY POLYDRAIN, ACO, OR 23 EXCAVATE TO CE ASPHALT ALONG CONCRETE FROM TOP 70 I OLYCAST. TYP. LT. GREY CONC-ISLAND SLAB AND PUCE ASPHALT BINDER COURSE TO NOT USED PLOT PLAN ,� BOTTOM t 20 O.C. CAST IRON HEAVY DUTY, BOLTED - _ DOWN, INLAY SLOTTED GRATE, SECTION B-B 1.1/2• -� 1 1/2w BELOW CONCRETE SLA13. OVERLAY WITH 1 1/2" FIN. GRADE u GRADE ASPHALT SURFACE COURSE. N . - +; 1 ALL OTHER MATERIALS ARE SUPPUED AND INSTALLED SIDE VIEW n a DRAIN REBAR �I I BY GENERAL CONTRACTOR. r- REBAR #4 �� SET IN CONCRETE WITH OR STYROFOAM O 12" 0 SLO MIN. . 12 CA. S?EFL CURS 13_1 SEE TABLE 1 ABOVE SLOPE L�� WITHOUT SLEEVES SECTION FACING 13" HIGH SECTION A--A STANDARD BUILDING CORNER/ OVERLAY FOR EXISTING 107 SECTION 15 MONOCOLUMN PIPEGUARD O ASPHALT DRIVE SECTION 14 SE -13 � TRENCH DRAIN 12 HIGH CONCRETE CURB BUILDING SIDEWALK FIXTURE 12" FIXTURE PLAN i9-3 SECONDI O IF REQUIRED, IS ANCHOR BOLTS 20_1 SHOWN ON PLOT Z ' PLAN 0 POLE 1" CHAMFER r` 1" GROUT o -I CONC. I � V' ALL EXPOSED NON-SHRINK " WALK NCTL: in 2'-6» Wo O 19-1 EDGES TYPICAL FLAG POLE 1r" VACUUM IS w o o a LOCATED INSI7E -' �0 20-2 4'-0" MAX. ASPHALT RAMP o O o� w • I ' CURB, POUR a- BASE COLLAR RAMP SLOPE 1225 VACUUM VAULT 3/4" GOND. I b �� (D am 3/4" CONDUIT FOU In:BLDG. 1":12' (TYP-) PLAN VIEW 15 SALES BASE ONLY. �•----- 4 -6 =o N DESIGN CRITERIA: . _ CLEAR MEDIUM CLA`' SOIL. 1 3/4"0 AND WEDGES WALL ELEVATION DOOR 2' 2 _6 o ASPHALT/CONC 30 PSF WIND LOAD. �n PACKED DRYSAND I - -I I FINISH GRADE ANCHOR BETWEEN POLE I o o , z r-<r VIEW II CONCRETE __ BOLT AND TUBE AFTER •; I ro SAM _O II io CONC.CURB FOUNDATION ERECTION "� ooae 5�-O~ 6�-0"MIN. MIN. [� P O ( �— COMPAN `/ (``�� 2' ASTM STEEL CENTERING MAX. SLOPEL) i-� 2,-6" NOTE FACE OF YARD LIGHT POLE SHALL BE 2'-6' ASTM A-36 A-307 WEDGES " CONCRETE 2'--O"MIN. ON LATCH I 11L �~�� 2" " RETAIL MARKETING . r NUT 6 M A X. WASTE LOCATED 3 -Q MIN. FROM pUTSIGE SEC'l ION SQUARE PLATE STEEL BOTTOM PLATE 3 -6 � FOUNDATION SIDE OF DOOR 6 RECEPTACLE VACUUM FACE OF LANDSCAPE CURB. 4"X4-X3/8" GROUND SPIKE DESIGN AND ENGINEERING LT BASE STEEL. SUPPORT PLATE 73,3 PLAN ONLY 685 815 1152 & 1225 21 zoo PUBUc SquARE T' PAD VAULT FOUNDATION ELEVATION � � ELEVATION FLAG POLE & BASE (�) HANDICAP RAMP TYPICAL F�ANDICAP RAMP ciEv�wD OHIA 44114 08 YARD/ISLAND LIGHT YARD/ISLAND LIGHT 39 _U M BASE r---- ----� VACU , _ " TI=E►_ POSTS, 7' LONG, 9" MANHOLE SDE - -; • EVEN WITH GRADE 1 AIR 3' 3" 4' BURIAL 4 DIA. S FILLED W/ CONCRETE 3'--10 1 2" ` OPW 104A--1044 OR EQI.'IVALENT --- YARD & DRIVEWAY 4 BURIAL _ _ _ 4" 1'-11 1 4" 6 DETAILS BRASS ASPHALT OR CONCRETE � �� PAD � 3 5/8" RECESSED T NUM W*N MOUNTING 3/8" 6' HIGH 1 rTMP• - AMENITY UNIT PLUG -^ i�•) PAVEMENT DIMM r ON A COPlfJ1ETE BOARD ON BOARD v , �I _ 2r WOLMA'JIZED CEDAR o � 3- o - _T-- •: FOOTING SIDE ELEVATION FRONT ELEVATION DWG NO.:' 6 REV.: 7 1h'COD FENCE I I 1 _2. • '• ;- a WOODFORD 3» .. .. / I I ': (3 SIDES) � � of � MODEL YQ5 2" _ - I 2�-4" 't m FREEZELESS YARD - -.---, r SCALL: 1"=1" PLOT SIZE MADE BY; CDECO I J_ ` HYDRANT 1 DATE: MAY 25, 1988 CHECKED BY: I I -� 23-1 � � 1#-2w � OR APPROVED EQUAL p REVISIONS DAZE DWPd Glc _ WOOD GATL-" SHALL " � � ^ � _�� - 6.0 SEWER CLEANOUT � � • 1 7"12• 1. REV. DET. 11,17,18,22 ADD DET. 2E 9/22,/88 CDE BE FP,AMED WITH 2 0 - i 3 _ r - - GALV. STcI:L PIPE. - 6" REINFORCED 'o ------�C- p 2. DET. 11,15,18 6/19, 89 CDE TO INCLUDE CONCRETE PAD 1 _ 3. REVISIONS I0 DETAIL N0. 23 1-4-90 GPD GATE iv / _. _ - - '"0 TEkM1NAL POSTS ' 18 1 2" " 3/4" COPPER 3 a' DIA 4JREV. TO DETAILS t8 Ac ?6 7-12-90 GPD AND HARDWARE. 1 CU YD OF TYPE K WATER UNE 2 1/2- 1�2" 5. REV. TO DETAIL 26 7-30- 90 GPU or— 3/4" GRAVEL 40" OR 57" 6. REV. TO_DETAILS 12 & 21 9--28- 90 GPD • I AROUND WEEP —� USE 40" 1MDTH ON 39" SIG S (20 7, REV. TO DETAILS 16, 19 be 21 3-7-91 GPD SE C Tl J N 2 4 HOLE 2`, SECONDARY SIGNS PLAN VIEW * USE 5r YNDTH ON 56" SIGNS 10'- o" AMENITY UNIT 23 � PE HYDRANT -- -- ---- AN (2� @SEWER CLEANOUT LANDSCAE FL ISLAND ECRM -- R U B B I S H ENCLOSURE — -- ----------- )?1.IF,910 1 h I t car" _.. _,..:_ .:__,.,«w....:wnw►Mv...�-`.,,.. _ ,,. ... ItIII .r a ,IFf-THIA DOCUMENT IS LESS IIII"I,I IIIIII. .L.IIIIIIItI t Illltl II�11' i�;1f11, fir f1' 11iIF Illllr�w��Iiiili ilil �ji �illlill III �I ( Ilili il � � Illi�jl Ill li � IPI�I(�� li� i � i � � ili � il lilili il41 � � 1 APRIL 26 1993 LEGIBLE THAN TRIS NOTATION, 1 I 1 3 k 4 I .-I_ I__._`J_ ----__i_.-_!L_ I- - S -- ----.✓�I,1"l- I 11�--- I 12, IT 1.S UUF' TO THE (,�LIALITY OF THE ORIGI NAL DOCUMENT. - — -- — --r -- - - -- -- - _.___- --- f 6Z 1t 7. LZ Z i Z -#'Z C� Z IZ OZ 8T 8I ILI ir6 ....... .....��IIIIIIiII� Iil�l 111 T I i IIII IIII (I�LI� 1111 .(11 (11 ,(1. 1 Ill ,1 IIII I Illlllilll�lll I I I I r 1r -Val. r r 6-7 1/2' 12• - ELECTRICAL ANALYSIS SUMMARY - SUPPORT STRUCTURE ANA SUMMARY - FOUNDATION ' LYSIS SU DATION -- -�'- SERVICE MALr95 FROMM4 - SOCAC " 1.6 ANArLvwA FROM M - SGUICALC YER I's T - 3'-4 1/Y �, , oc9Ts+ I�L1,�6A: oE9a4 �+, U r041WA UNFORM PRL'SM - 12 PSf ' ' ' -2000 P9' AunMAEU MW saL eEAR64c I• LLEVARO UNEF'ORMM PREMME - 16 PSF -•110 P7 LATERAL SM KA" .- I I g• TOTAL PRLSM - 30 PSf ' . . FOU 23• -- �-�- r- ---�- 12' M- IOATMOI M11pM • mil FT 1 -~- 6- - FO 1aM A LENL.TiH- &75 F T - -- o • FQ/1UN gA11014 OWN - 3.33 R ' • i - -� SR"Y 4 00 LOAONQ FO1110AAOU DEPTH FnOw COW - 4 0 FT -T- ESRYATED UEAO LOAD TO FQII&T10N 2400 :BS 104 M01"T AT GRAD. - 'W20 FT-LBS 91APi I AREA HOW MnMI fwxx cxwTR0A1 mu FORA WM 9" AT MADE - 4100 LBS 7'-7 1 2'- I I I 1 ,__-_.; _-_1___ `- PIER TYPE 'S Fr FT X-FT Y-FT PSF Lm 00 MOMENT AT KAMM 9MACF - 732M FT-LO / 3'-4 1/?" I , ,' - - PRJR 9ZT - r,In.,�, - 1492 . 1 P2 i 0.n I / (NOT REQ'D ON ALTERNATE FOUNDATION) T RELTANQE t6 1621 e.w aoo 1460 3a0o 2671 T 6'-1 1/2"---- ---.-1.-_.-.L--- -- _ • • 1_ __ \ 2 AWANG11 17.25 2100 .75 I 14. 11.80 3a00 r4 CONCIRETE +aLuuE I�d�+N,d,.ll, - 2316 CU +T PER FOOTING 9 9 ' 1 4 1 2 3 RECTANQ.E I 1725 23 00 75 444 11.50 30.00 ne jl 3 SCE VOLUME - ft_0+M,,I,,O, - +u1 :.0 Fr PER r 11 w r 4 'i/1 . SOI. BEAMG CONNECTION CUPS TO FE SHIPPED -" ' - --_ _- - - - _ " q° - 1'-9 1/4" --+ i F-- 1'-9 i/4 -- 23 -- `\� MOMENT GRADE LrrE . I i W��eY�c�CTCCOMPUTER kWALM er rr,o LOAo. • BOLTED TO SIGN CABI!IET WITH ' 1 -- 5'-1• ----�- 5' I •� ANCHOR SETTING FLAN � (`°'�'' ' "2°"-� q --- 91EAR AT GRAM LM - I FORCE - 4013 LBS L1 1/2'0x2" ASTIM A325 BOLTS. I 1 - - 1 U . -- -+I SCALP: 3/'4- = 1'-u - ELEYAnON OF REWLIAN1 - MO ENT11%" • 14,02 FT ~ 1 1 IFOUNDATION p-LAN TOTA1 wnu SUIVA E - I AREA - 133.8 FT' ~• . . 2 Q7 FT 8P ILLUMINATED TRADEMARK SHIELD - I j I - _ ---�=•------= � ,� Ii o - 1tT FT AND GRAPHICS 3P YELLG.".', BACKGROUND y I I SCALE: 1/4' = 4'• n' SHIELD BP ;REEN I I > r aF uwea+T tTREss tl i p I ./ - ` " 1O'-6' P - a+colC45iX - 36630 lffi tl q 6'-1 1/2 w 5'.-3' M•- P(dr) - 5670! FT-LBS ' �1kN FROM TO 9KM MOMENT!h E m - (L`a)/2 • 1.42 FT I - 5-3 OT SEf:DOH r I r LBS FT-LBS P9 P9- ♦o - I , TS &"&dW375 0.00 23.00 2007 26133 i 246 24346 - may•- 16511 F'-185 T.S. 64)10375 i 0.00 100 1200/ i 2615) � 246 1 24346 .,. , FORMED ACRI'S1i_El FACE - OPAQUE -� I 2'_p• I ' BP GREEN PER'METER B. LKGRUU ND 1 1 / - - 3'-0 0 I • 4-0 KAM ARCA - M , tl - 36.75 FT' 2' C' • I I ' fE - 4/3 (a66x►r) - 40440 PS (AISC SELL 1.11.4.,) DEAL)a 9(ajl2 -R50.56 FT AREA - 55 P9 1 I CONCRETE WT/6CAMHG AREA - 847 PSF 1 1 / �- ---�--- -�---� SOL NTIBEARWC AREA - 102 PSF 1 I . . . t-- 2'-6 ---1 Me(o/2)/1: - 637 PSF BLANK OPAQUE PANEL I - - 15'- 5 1 2 - ----. M04M BMT ANALYSIS iNiP4Ps < mw Ps BP GREEN I / . ,' - - �- N4 T,ES 0 18" O.0 6-7 1/2' ---1 91"c rTa " Rarm FOR PLA u LEmm PRESSUIE ON GROUT BALANCED ACA•'NST ANCHOR TFk9Ot4 ti 1 �1 ALTERNATE VERTICAL SLAB FOUNDATION PLAN « ° te n FA�,�R I 1 ( 1 -_-�- - - -- MAXUAM TF4" PER BOLT - 12116 LBS MOTEL LRMT OF SOL AND CONCRETE A90Yf OOTNG SUIS NOT W(LM - - --- - - --- - I ❑ 1'-6 ( SCALE: 1/4 = 1'-0- I4 CALCULATION 1 --- _ -- ---- _---- --- - UNOlOUTED CaNCInaN SAFETY FACTOR - OL(L)/2(MI) - t.C2 6'-7 1/2' MWX7/4004M CENTER:• 28133(12)/12(2) - 1402' Lea .187 FORMED ACRYSTEEL FACE tl 1 ' (8j ;nth VFR fICALS Message a nel 1 4-R --- EQUAL L'/ SPACF D INa1QETED C00TI N cOHTRas ALTERNATE LATERAL FOUNUT04 ANALYW 1k jo TRANSLUCENT 6P GREEN BACKGROUND � I I � • WITH SP YFILOW GRAPHIC COPY r I , I ALTERNATE_ FOUNDATION PLAN A > - M - " PER 1WORM COOF Sty 7W' -"ALL: 1/40 = i -0' TENSION/MEA - •4067/1.23 11436 FSI -------------- - I n - (4/3XFuX.33) - 25500 P9 (NSC SECT 1.&21! r-- a T. I I ►� SEC 1 ! JN I HR l,1_ R E B A R _CAGE E\ ; �- - 6'-71 -- ASTM A36 ANCHars Fu . 36Doo P9 j - 7 N FT Lei 8 Message Gine 1 I i '. - _. - 1,'." GROUT e - 10 FT 1 i A ti.U• _ u' NON-SHRINK WOW N SKA PLATE: S, - 150 ass r S.- 2(Di3XS.) - jO °S` A - 2%gP)/3,D 213 V -- - - � - -- I - UPRIGN i -� Omfn • ,A,2x1+•( .�A(h/A)) BP GREEN A, C.M. UPRIGHT SHROUD q , I 22'. 10 5/8' I I i uuu„Aren A, L.ANTEIFbE;. ,,,.. FINISHED GRADE RIGID ELECTRICAL WINING LENGTM - ,75 N I Regular I I- /2 -' i CONDUIT FROu zcrom wca i - e 6L um.ee.a I I I PLATF THIOL 3;S - 1.23 IN. GSelf f ------ 449--- I , 1 1 2" GRUU! i �8 j', - ° BUILDING b . (woTH T►+oo+> s)'/6• T.se w' PER Oft W&iALMNATE �wc�SE r W7 UPRIGHT / NON SHRINKI * - Y�)/� - 3=3 P9 4#-20 •tl -.II- •9 , - r .R . Fe •�4,i3x.71 i/l 1r) ' 34000 PSI (NSC XU'i. i.S.1.4.3) P • 1013 L83 Plus FINISHED GRADE G unl.aa.a 4'-8" i i //' KIGlI1 ELECTRIC,,.. CUNCiJII I' II- .° , ° N IL° I B - 1420 r Self I FRM BUILDIN: LI4-i5' I Self44 1 I 8 % - - r ► -3- 1- 1&Or TS 6x6x.375 UPRIGHT 1 - I \. ` a III • °��-, , -� ANCHOR BOLTS ' ° '° - PLATF rFtaHc S- z(O/3�i.) - s2s PV 1 I 1". \ II 11 \ \ p �; �-zt i f-- - �. SMR4CA11 CA1=A=BASED WON NEW GROUP H(1EMY CN`WERT,1 A - 2.34(P/5,b• 1.16 I Super I �I li. /�� \ �(4 q 1 -- - - y - ` v E70n SEES ElEC1RD�S Onilm - (Al2X11(1+4 36(M;A))`oj i21 FT uni.e.N 1 \ II II � tl Fv- 21000 P9 (RISC 9EC1. 1.53)Im449 1 i 1 7._8. .11 IN .N I., - j _---------� -- I 4 1/2- - 1 " • r� IL i • q u AN'I")R I -- 4' " ' �R1 7 ALTERNATE VERTICAL_ SLAB FOUNDATION 1 I II Ir ; A fit - - -�_-�-�-� r I 6' �- 3'-0' L. 3'_p• NOTES: MANUFACIURER FURNISHLD INFORMATION UPRIGHT SHROUD I DIA UTA CONCERNING SIGN ftBINETS Oil Co. I F1. DO NOT SCALD: THIS DRAWINC3. WHITE GOLD A.C.M 1 I F2. SOIL MUST PROJIDE SAFE BEARING CAPACITY OF NOT LESS THAN 2000 P(_xjNDS 1 1 _ ILLUMINATED_AREA I 1 ALT RNATE FOUNDATION PER SQUARE .'DOT (PSP) AND PR:, SDE LATERAL RESISTANCE OF AT LEAST 150 RETAIL MAPlQCETINa 6'-7 %2' - 1 2x4 JUNCTION - _ LOGO SIGN: 23.4 FT2 DESIGN AND SN�INEERiN�,1 q rF I SCALE: 1;'4' = 1'-0' PSF PER F3. EXCAVATIONOSHALL BE LEVE AND PLUMB AND SHALL HAVE VERTICAL SIDES AND 2 � I F DEPTH, C/C OF UPRIGHTS I , � BOX A FLAT BASE. EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEBRIS AND FORMING PRICE/MESSAGE PANELS: 9.2 FT PER PANEL 200 PUBLIC SQUARE RIGID ELECTRICAL CLEVELAND, OHIO 44114 / MATERIALS. Y ' ELECTRICAL DISCONNECT I FROMU BUILDING F1. CONCRETE AND REINFORCING STEEL SHALL. BE PLACED IN CONFORMANCE ' ! F I WHERE RF.O'JIRED I I E >MTH DISPLAY AREA II EIECTR!CAI. CODE 1ACI 318-83 21 ASTM A307 NUT (TVP.) F5. CONCRETE "HALL BE READY MIXED DESIGNED TO DEVELOP A MINIMUM COMPRESSIVELOGO SIvN: 374E FT j BYtl ,1 FINISHED GRADE ,, BASE PLAT',. STRENGTH )F 4000 POUNDS PER SQUARE INCH (PSI, IN 28 DAYS. 2 I p 18 PROJECTION 1 1/4' THIrK F6. REINFORCING STEEL SHALL CONFORM TO ASTM! A615, GRADE 60. PRICE/MESSAGE PANELS: 9.6 FT PER PANEL ELROD COMPANY COr`JSUL-TIhIG ENGINEERS B PROJECTION 10' FHREADS , F7. DO NOT WF!D REINF)RCING $TEFL z31e oLn Fr)PRT PARKWAY, ►4URFREE4E30RU, TN 37129 .. Fd. 4NCHOR BOLTS SHALL BE rl)T FROM ROUND STOCK CONFORMNG TO ASTM A36 AND �� 8" •'T,c :.- ~ ' GALV,LNIZFU IN ACCORDANCE WITH hSn' 4123. EAC 138-02-;A -1 1/2"±1/2' GkOU F 9. NUTS SH 1,LL BE 1},READED FOR USE WITH GALVRNIZED BOLTS. I f I I - - , I I V-6 ------ ---- NON-SHRINK F11. LATERAL BEARING FOUNDATIONSELECTRIC INFORMATION _a I I . ` , � ', ,� ��, I j ''111 I - ' NOT BACK FILL. SHALL BE INSTALLED IN UNDISTURBED SOIL. DO . 4'-2 ll II - - ' _ IP 16=_ -_-_ -_-_ ,_� -�1 SEE FOUNDATION ,- • 1 1/4"0 ANCHOR ct LOGO SIGN: CONTAINS SIX (6) F72 112 CW/HO LAMPS 4 -8 I I , I 1 - DETAILS �' GAI.VANiZFD "8 RCQ'D) 1 WHEN LOCAL EXTREME FROST PENETRATIL N EXCEEDS 4 FEET, EXCAVATE STANDARD REQUIRES 4.6 AMPS MAXIMUM LINE CURRENT � ' 1 I DRAWING SPREAD FOUNIATION 6 INCHES BELOW FROSTUNE AND INCREASE CONCRETE QUANTITY. (MAXIMUM)11' '1I r PRICE/MESSAGE PANELS: CONTAINS TWO 2 F72 -12 CW HO I1 - - - _ , II' . II' F12. SIGNS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS CURED 96 HOURS. ( ) / II II , , - 3'-4' `, I I 11 , THE SIr,N INS 1�, GR c ' I I •i I - - . � - I I 1 j .� � � 1/2x„xU-5 F1, � L. _HAIL r'ICK HIGH STRENGTH NON-SHRINK GROUT INTO THE LAMPS PER PANEL 1r•)IJ 91 TWEE I THE BOTTOM SU.?FACE (`I' THE BAST PLATE AND THE TOP SURFACE REQUIRES t.6 AMPS (MAXIMUM) LJt�� C JRRENT . ,1 i , , I I � r---�• --1-- •� O' IN(' rouNI)ATICv. PER PANEL 6 X 6 SIGN .4 CG n01 FABRICATE FROM THIS ukAWN, S FA RI"' P t - ' - 3' ,HRFAn� ONE (1) 20 AMP, 120 VAC CIRCUIT 60Hz IS REQUt ED AS f�ln 8 �A ON DRAWING � ,• - -' o 1 � - _-_ _.L ..__._ __ I(rF aD01T1011A1 DETAILS. ( / • �^'1r lr l/ COLUMN M U U N T ��- PRIMARY ELECTR;CAL SERVICE TO MAXIMUM SIGN CC��FIGURATION. 3' CLEAR - � +� � --� - F15 F OUNDA LION DESIGN IS NOT ADEQUATE FOR LOCATIONS WHERE THE SEASONAL FLUCTUATION _ (�.) (7) /4x6'--3 0 18' U.0 OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN 5 FEET BELOW GRADE. WITH SHROUD - (4) 4x9'-7 0 18' Q.0 ANCHOR BOLT DETAIL 30- --• � - c =� 1 OF 2 JRAY!''15- STA�JDAPI, P .� F MATERIAL SCHEDULE DWG. NO. 1 7 -- 6 x 0 - 2 3 - 2 3 THS; I RAWl IG I:EPIGT'j TO I AL RE:i. 3 6' TWO COLUMN SIGN C` I�'rRUCT11 yYITH"UT ak,I7;' ITEM SUPPLIED BY INSTALLED BY SCALE AS NOTED M,Iar mu _ K', , EDGL C.F 1',ISTALL„FIC'I IDENTIFI TION SIGN OWNER SIGN INSTALLER ° °°BY on DART 6/2o/e6 I O ATI ).,, _ITF C('11' i 1C IS. PRICE/MESSAGE SSAGE SIGNS OWNER SIGN INSTALLER DATE DN►� CKD s-� � C SCALE: 1/2' = 1'-0* � ► c ' '' OR E AS1tkIS LrlrAI (;0:)F REQU!REMU•IT;, A.C.M. SHROUD OWNER SIGN INSTALLER ' F N T 1 U F IiLA !0 BE O R'IED STEEL SUFPORT STRUCTURE OWNER SIGN INSTALLER R P C, F 1iL'J P..OTTI`IG FOR CONCRETE FOUNDATION G.C. G•C, 3. ADDED ALTERNATE VERTICAL SLAB FOUNDATR 01 U4 90 D RFG ENCINEER!I:G CERIFICA110N , AND CONSTPUC'101N. ANCHOR BOLTS C.C. G.C• - GROUT UNDER BASE PLATE SIGN INSTALLER SIGN INSTALLER I , of DUP9 Lj1 61 _. - tI,EGIBtE THANMThISENT Is LESSNOTATION.' IIII111III11 111IIIII111 � 111111111 IIIj_ tl Irllllllt�l /1 � � i � � IIII I � III � II 1111111 � III� I � ' � II II I III Ali � Ifl�`I � il �� lll ! 11111L111 IIVI - w ^l Hr6 I 8 9 10 1lz, APRIL 2 6 1 9JS IT IS DUE TO THE QUALITY OF - --- - -- -- -- - -- � _.-- __- �� . No se '1'IFE ORIGINAF. DOCUMENT. �_:.l _I: 8Z BZ LZ Z SfZ 6Z i CZ ZIZ OZ 8i 8I Li9i 9I 6T EI ZI I �it o�i 8 8 �L 9 4 rib rE ZTillilwil III III! III �� IIIIIIIIIIIIIIII� I I II III1 I IIIIIII�L I Ilil�lllllllll IIITI�I I I .II II�IIiI�� i II i ii � III► Illlllllllllillflllll III I III�II11 ILII IIIIIIIIIIIIII II I��II � ��1111�1111111�11�1I111�III L l T - MATERIAL SCHEDULE 1r S = SUPPUER 1/2' 12' 2"1/2• INSTALLER C OWNER 6'x6'x3/B' TUBE STEEL COLUMN GC = GENERAL CONTRACTOR A9\ - SHROUD BM = BUILDING MANUFACTURER i I NO. EQUIPMENT SCHEDULE QTY. S TOP OF SHROUD BRACKETS-- A11 M I I Al STT�UCTURAL COLUMN 2 T-10 GC / - - - ANCHOR BOLT LOCATION (4 PLACES) 1 #87140014 N A55 LIFTING LUG N - ----------- --- - -- I - Al A SIGN 80X SUPPORT CHANNEL (C5x5.7) 1 (A6 '� i Al - #87010011 1 t -1 3/4' ±�/8• BETWEEN COLUMNS __-_-.� - I A2 SHROUD (GREEN) 2. COLUMN COVER #(Y2110158 ---.- 8'R ELECTRICAL ACCESS 8•R' .�- ' CENTERED ON SHROUD HOLE IN PLATE \ :� '.r ---- - -- ---- =� -- -- ►� "' -- - - \- - - _ A3 SHROUD (CHAMPAGNE) 2 `-I-" - T #02110159 2'x2' CLIP ANGLES FOR SIGN I I BASE PLATT= COLUMN --_ -- , ___ --- BOX MOUNTING v I JUNCTION BOX (SHIPPED WITH SIGN BOX) •� N SHROUD TOP OF COLUMN Al !�, „� I -- ATTACH MOUNTING BRACKETS TO STRUCTURAL A5 CCNNcCTOR TOP CAP 2 pn COLUMNS BY TACK WELDING BOTH SIDES 24' O.C. \, AND SIGN BOX m, ! N -- •r -- --- ------ -- -}a-- I Q- SEE DETAIL 3 CUT OPENING IN SHROUD BRACKET #02110092 - SIGN BOX SHROUD � TO ALLOW ACCESS TO JUNCTION BOX) FLANGE n - - -- _ _ — i - I A6 SIGN BOX COVER 2 CD .r -- SEE DETAILS 1 & 2 y02110034 `1' 8' � A7 INSIDE SHROUD COVER 2 • SEE DETAIL 4 --- JUNCTION BOX 9. #02110160 INSIDE FACE OF COLUMNS_ `N FIELD NOTCH SHROUD AT GUSSET PLATES TO ALLOW SHROUD AND SHROUD BRACKETS TO SET DOWN ON TOP OF ANCHOR PLATE A9 SIGN BOX COVER MOUNTINC ANGLES 4 SECTION A- A . SECTION B- B SECTION C- C #0201G047 3/16"=1" A10 SHROUD MOUNTING BRACKETS 82' 4 #01030058 Al STRUCTURAL COLUMN SIGN BOX EXTRUSION A11 3/16" DIA. X .825" DOMED HEAD 130 NO TACK WELD POP RIVET (ALUMINUM BODY) - SHROUD MOUNTING BRACKET A10 SHROUD MOUNTING BRACKET A10 M 4050008 sINSIDE SHROUD COVER (A7 INSIDE SHROUD COVER Al2 #11 DRILL BIT 2 P98020069 I 3/16'x.825 ALUM. POP RIVET All _ - 3/16'x.825 ALUM. POP RIVET A11 ' 3/16'x.825 ALUM. POP RIVET A11 A13 1/2"-13x1 1/2' HEX CAP BOLT 4 - ! --- - '� 1/4-(REF.) - WITH LOCK. WASHER r • °O 4010065 4030012 pn SHROUD MOUNTING BRACKET A10 `r SHROUD A3 SHROUD CA3 SHROUD A2 DETAIL 1 - 3/$ -1" DETAIL_ 2 DETAIL 3 DETAIL 4 NOTE. 3/8"=1" i IF IT BECOMES NECESSARY TO REDUCE THE HEIGHT OF THE SIGN IN THE FIL D, THE REJUC1104 SHOULD w ' T-7 1 2' _ 1'-4' BE MADE ONLY AT THE TOP OF THE STRUCTURAL g' 6'-1 1 2' � g' `-' COLUMS AND THE BOTTOM OF THE LOWEST %4ROUD. -� „ A �•__ I THE IDENTICAL DIMENSION SHOULD BE REP,IOVIM FROM L /-1 I EACH PART. REPLACE THE CAP AND LIFTING LUG Af+ER CUTTING THE COLUMN. r4, I I INSTALLATION SEQUENCE AND INSTRLIC ONS f 1 — TONGUE AND GROOVE JOINT 1. CHECK FOUNDATION FOR CORRECT LEVEL AND ANCHOR BOLT LOCATIONS. NOTE: Q B s I 2. ERECT STEEL COLUMNS WITH THE SITE ELECTRICAL HOLE POS1110NED INCOMING ELECTRICAL JUNCTION BOX AND !f v,3t l OCATEJ At ' ' TOWARD THE OUTSIDE. SITE ELECTRICAL CONDIUT MUST BE ACCESSIBLE THE BASE OF THE SIGN, IS TO BE SUPPLIED AND INSTAL:.ED BY "L THROUGH THE HOLE IN THE COLUMN BASE PLATE. THE BASE PLATE MUST THE SIGN INSTALLATION CONTRACTOR. (SEE SECTION C-;) BE SET AT THE SAME LEVEL, AND THE. COLUMNS MUST BE PLUMB AND IN LINE WITH EACH OTHER. INSTALL_ THE SIGN BOX SUPPORT CHANNEL BETWEEN THE COLUMNS WITH (2) 1/2•-13X1 1/2" HEX CAP BOLTS AND A2 I i I LOCK WASP TRS ON EACH SIDE. (SUPPORT CHANNEL IS SHIPPED BOLTED TO ONE rOLLJMN) CHECK CHANNEL FOR LEVEL AFTER INSTALLATION. I ' I 3. INSTALL THE SIGN BOXES PER THE S;GN BOX MANUFACTURES INSTRUCTIONS AND ATTACH TO COLUMN BY BOLTING 2'X2" CLIP ANGLES TO SIGN 04 i I i AND WELDING THE ANGLE TO EACH SIDE OF THE COLUMN. SET THE FIRST I i BOX ON TOP OF THE SUPPORT CHANNEL AND EACH SUCCESSIVE BOX BP ON TOP OF THE ONE BELOW. 4. INSTALL SHROUD MOUNTING BRACKETS TO EACH SIDE OF THE COLUMNS RETAIL MARKETING I I i BY TACK WELDING 24" O.C. (SEE DETAIL 03). SEE ELAVATION DRAWING DESIGN AND ENGINEERING III FOR LOCATION OF MOUNTING BRACKETS. USE A STRAIGHT EDGE TO INSURE THAT THE BRACKETS ARE IN UNE WITH EACH OTHER AND FLUSH 200 PUBLIC SQUARE WITH THE INSIDE OF THE COLUMN. MAINTAIN A 15 1/2* MAXIMUM OVERALL. CLEVELAND, OHIO 44114 TOP OF SIGN BOX SUPPORT CHANNEL TO BE WIDTH ON THE BRACKETS AND AUGN OUTSIDE EDGE OF BRACKETS WITH • i I i 'L �'^ FLUSH WITH THE BOTTOM OF THE SIGN BOX SHROUD MOUNTING FLANGE ON SIGN BOXES. "o I 1 I �• 5. MAKE ELECTRICAL CONNECTIONS TO SIGN BOXES AND TEST. TRANS 10 TECHNOLOGIES v> III I/ II j. N C-4 I 11A 6. PRE BEND THE SHROUD FLANGES TO 90' PLUS AND INSTALL 5380 PLEASANT AVENUE I I i TONGUE AND GROOVE JOINT ( = i' THE SHROUDS STARLING AT THE BOTTOM AND WORKING TO THE TOP, FAIRFIELD, OHIO 45014 A13 ,; 1 THE BOTTOM SHROUD CAN BE POSITIONED BY STRETCHING AROUND THE PHONE (513) 829-4935 ' TOP OF SIGN BOX i .' ' MOUNTING BRACKETS. THE UPPER SHROUDS SHOULD BE SLID OVER THE ' I SIGN BOX FLANGES FROM THE TOP. SEE DETAIL 5 - I I SUPPORT CHANNEL ,rel' THE JOINTS ARE A SLIP FIT BUTT CONDITION WITH A TIGHT FIT MAINTAINED JOB LOCATION JOB N0. 1 I I i : AROUND THE ENTIRE RADIUS. AFTER THE JOINTS ARE ALIGNED FASTEN ~' THE FLANGE OF THE SHROUDS ON EACH SIDE TO THE SHROUD BRACKETS, I i -� i I y1. I� .0 01 ` OR SIGN BOX FLANGE USING 3/16" DIA. X .825" POP RIVETS 24" ON CENTER. THE 16' OUTSIDE SHROUD DIMENSION MUST BE MAINTAINED DURING THE �•� III N i I I i�: �� ig FASTENING PROCESS. IT WILL BE NECESSARY TO OPEN THE FACE OF THE SIGN BOXES TO INSTALL THE POP RIVETS IN THE SHROUD ALONG EACH SIDE OF THE BOXES. t-' ' °4N CAUnON: THE GREEN SHROUDS ARE INSTALLED ADJACIENIT 61- 23;-0" 2 POLE SIGN ASSEMBLY ' 1 ' 1 ` TO THE SIGN BOXES( NO FASTENERS ARE TO BE I i ;n a i . '�. . 1�2 PLACED IN THE RADIUS PORTION OF ANY OF THE SHROUDS( . � 6'-7 112' t1�9' 1 I 1 A10 m i�¢�`o 1�., \\ •� _ C C OF 6 TUBULAR COLUMNS ( + = a I + , I 1 1 i ' I �f�-� b 7. INSTALL THE TOP CAP WITH (2) 3/16' DIA. X .825" POP RIVETS .' rnIii r j J ON EACH SIDE INTO THE SIGN BOX FLANGE EXTENSION. MAINTAIN � � A TIGHT JOINT ALONG THE RADIUS. .3 Z REV. . 0 OvVG. NO. . �7- a�b � � SCALE: 3/8"a1'm " DRWN. BY: C.G. _ ►+ JUNCTION BOX WITH OPENING IN I ' `a 8. INSTALL THE SIGN BOX COVER MOUNTING ANGLES IN THEIR. POSITIONS DATE. 8/31189 CHECKED BY: I.L.L. SHROUD MOUNTING BRACKETS FOR ACCESS -- i I ! i 1 I z �. r Mg ABOVE AND BELOW THE SIGN BOXES AS SHOWN ON THIS DRAWING. INSTALL • I a REVISIONS DATE DWN CK( Y- THE SIGN BOX COVER ABOVE THE SIGN BOX EVEN WITH THE TOP CAP AND - '-" - , I• i i i i �- ,AT THE BOTTOM OF THE SIGN BOXES, TIGHT Tp THE BOTTOM OF THE BOX. N I i USE (3) 3/16- DIA. X .825' POP RIVETS ON EACH SIDE OF THE COVER. DETAIL 5 S f_� R O U D SSEMBLY 9 13/16 NSTA- DIA EX IN8 5- POP OUD R VETS 24" ON CCVER rCENTER" THE 1'-4' SHROUD USING -- -- -- - FRONT ELEVATION SIDE ELEVATION 3/1s"-1" ;10! 'REMOVE PRdTECnVE MASKING FROM ALL SHROUDS AND COVERS. - -- - _- . I 3/8"=1'-0" 3/8"=1'--0" P - -- -- - HiJP91�:�i 14 OF 26 1 1 � a • ,IFS THSB DOIiNMENT IS LESS IIIIIIIIIIIIIII IIIIIII IIr 11111!1 IIIITIT Ir�WjTfii� T'�T�`F 111111 1Jfi1' MIT IIIIIr 111 IlllilillL; III III III III III Ilillllil I IIIIIII 1111 ! ( III+ 111 ' 1111111 III III II+II I 'w�" LEG IH);E 1'FiAN 'PHIS NOTA'T'ION, I �— 11 21 -I-�— 3�--II---1 I I I-- 6 -- - I 7 8 I 9 1 U 11 I 1� H�K'L 2 G 1993 - _- __ -� — I�1 IS DUE TU 'CHE QtIAL1I'Y OI• No.•+s ,,_,•�•".•.. TILE ORIGINAL DOCUMENT. --- — - -- - - -__. _ -- -_-- _ o�Ij 8Z RZ I i.Z Z Z hZ £Z Z TZ OZ y 61 gt It 8t ` ST 6T ET Zt It �t 6 8 'L 9 �4 ib 111111111I'llll IIIIIII I IIIII�IIIIIIIi IIIIII111 !(IIIIIII Ill li'll IIII�IILI IIIIIIIII I!II1111 IIIIIIIIIIIIII�IIII IIIIIII�I�IIII 111111 I !illlllllll�ll�llll Illl�llli�lll�lllllllll�lili IIII�IIII Illl�ill! I�II�!I�! II!I�!!!!I!�!!�►��I �!II��IIIT!!I�II�I N OITTLINE 9PECIPICATION - PLANTING AND SEEDING REVISIONS BY - USURRALI All plants shall "confors to all applicable standards of NULL NIYI Prepare soil six in each planting hole by mixing: -mow the latest edition of the American Standard for Nursery Stock", 3 parts native topsoil (nosubsoil) A N.S. 1.260.1. 1 part ground bark, rotted sawdust or approved organic matter Nursery stack shall be healthy, wall branched and rooted, formed 1 part "Mushroom Compost" or approved equal true to variety and specie, full fLliaged, free of disease, injury, Thoroughly mix in planting hole aril add tertilizerla at t.lit- - -• ---- - defects, insects, weeds, and weed roots. Trees shall have straight following rates: trunks, symmetrical tips, and have an intact single leader. Small shrubs - 1/8 ib. ( plant Shrubs - 1/3 to 1/2 lb./ plant — 8980712WIOMiI Only As approved by the Landscape Architect. Trees 1/3 to 1 lb./ plant GUA>t&I MW AULACENENTi Al plar►t material shell be guaranteed FBRTILISSR: For tress and shrubs use Commercial Mix from final acceptance for one full growing season or one year, Inorgani.: 5-4-3 with micro-nutrients and 501 slow teleatI ~�^� whiehevor is longer. During this period any plant material that is nitroger • not in good condition and producing new growth (except that material damaged b� revers weather conditions or lost due to PLANTINUs Place the plant on a layer of compacted planting mix at varida:iom) shall be repla.:ed by the Contractor. the center of the planting hole. Plant trees and shrubs upright and fa:-:e for best appearance. Remove containers or Lias and burlap - --_ -� _-- _ ' - ...._.._._-�_ �- __ ��•, - TOPSOIL ANI1 PIMAL GRADLBI Planting areas will tavF tc;psoil 1rI;L�rd from the top of B&B plants, check roots and cut clean an frayed i�4 � ``�-�]aq -- by others prior to landscaping. Lannecapinq shall in,;Iude. finiehe o Y ' !' �tJ or broken roots. Stagger plants in rows. Backfill planting hole � { � ' y radar and even '3istribution of topsoil to Inset ' .. r . y p planting with soil six while working each layer to eliminate voids. t \ requiremonts. Grades and slopes shall ►,e as indicated by the i • „ , drawings. PlarII bad grades shall be approximately " 2 P Yi 1/ to 4When approximately 1/.i full, water thoroughly, then allow water to (' r;: __- _ _.._�_._ �� _, ~ __ — - _�_ ___. _ --_-----� • inches haloes adjacent walks, paving, f inishd gradelinss, etc. , to soak away Place remaining backfill and dish surface around plantal1 of bark application. Finish grading shall remove all to hold wa . P slightly above • __.__ __.� ._::-_. ""` _ depressions or law areas to provide positive drainage throughout surrounding grade, not to exceed 1 inch. water again until no wore the arra. Finished sod lava grade shall meet grade at adjacent walks, paving, etc. water is absorbed. Initial watering by irrigation system is not � . allowed. �(�F MERNICIDE09 Prior to soil preparation; all areas sharing any growth allowe0 OfTIStake or guy all trans. Stakes shall be 2" X 2" • /if shall be treated with Round-up in atrict aceorJanee with the (nom- ) quality tree stakes with paint. They shall he of Douglas manufacturer's instructions.ti Fir, clear arid sturdy, stained earth-tone green. Tree tier shall be "Gro-Strait" Tree Ties or approved eq+sal. Guy wiresSOIL shall be a ot6 PKiriches. Mork all areas by zototilliz to a icks,u.Im depth. minimum 2 strand tviated 12 ga. wire, and 2-ply garden hoes of r; H inches. Remove all stones (over 1" else; , sticks, mortar, section. • , � _ _ - \ i.arcle clumps of vegetation, roots, debris, or extraneous matter _ _ _ 6-- e,/e turned up in working. Soil shall be of a homogeneous line texture2llOtfMD COy PLl1lITINOBr Bxcevrte plant Holes to J 1/2 tiNa root1, smooth and lightly compact area to y Y P plus or- minus 16 at spread and add roil six around each plant. Stagger rows. raquired grades.. A _ _F 21 !NIA MULCUIMO OP P1jiN 1MOss Mulch planting areas with approved medium r ` A 1 • ' NOTI1'ICATIOU: The Contractor shall notify the Landscape Architect. grind basmu n k lch to a depth of 2 inches in ground cover areas and _ I`1 4e hours, in advance of installation of the plants. Final )oratio3 inches i.n plantings. /! • T ___ _ -! shall tie approved by the Landscape Architect. ,�1► / - � l P L O 1AWN AREAS - BEND AND 9009 Lawn areas around the building shall be .. _� PLANTING NOLEI Lay out all plant locations and excdvat.e a .1 soils, constructed of and. All other lawn areas shall be as noted on the from planting holes to 2 1/2 times the root ball or root s stem c ► width. Loosen soil inside bottom of plant hole. Dispose of any Y � Y drawings. "subsoil" or debris from excavation. Check drainage of q planting /IME BiiDiO ARXABi Alter arras have Men prepared ar. described \ • �.j� "�'' hole with water, and adjust any area showing drainage problems, under soild preparation, float or drag lawn areas to required grades, and .insure a smooth, fire and movable lawn are- Apply ' 1 P F _ commercial fertilizer (15-15-15-9) with micronutrients and 50% slow releasing nitrogen at 20 lbs. per 1,000 sq.ft. , line at 50 lbs. per 1,000 sq. ft. , Ammonium nitrate (33.5-0-0) at 10 lbs. per 1,000 sq.ft. , and rake or work into soil surface. Establish an _ even, fine textured treed bed meetini, grades, surfaces and texture. Q �T �� I 7 Sow good with a mechdnical .spreader at a uniform rate of 5 lbs. per ` - U�i L. J I / 1 ,001) sq.ft. )lake seed lightly to provide cover . 1lPi V C �+ M1 I �) General: Bluetay grass seed conforming to applicable State laws No noxious weed Deeds submit Guaranteed analysis. PLANT LIST r , �•� � 5eed Mixture: Wt . Proportion Purity Grra �t in.ttin I 1f-•DECIoOMJs tkir As srtciri[u lora Perennial Rye 509 9411 9u% ( P C, Ensylva Red Creeping Fescue 409 9i;i 901 ODDEARRAO: Prepare sod bed as described atove for seedfad lawn. SrU od shall be provided by an approved Grower, and shall be a donne, QTY_._ KEY NAME r FiIZ.ISSPAexNG we) )-developed, and certified mix as: follows: R I.A:.ajoi Tr.. rl.. 609 Perennial Rye, 201 Fine Fescue, 20% Chewing Fencue, containing not more than one percent other greases, nnnt, (if which shall be 1 coarse or undereirable quality. The presence of Poe Annua is not 6 FOR FRAXINUS OXYCARPA "RAYWOOD" 2"Cal . as shown acceptable. (Rayer god Ash) ,•EATEp f 7 wiTN ONE LlrrkAI.O.r. STAKE r' LLNOCOAT TM Pl ice sod on prepared, moist, unfrozen soil. Sod shall be laid „ 1 PC PINUS CONTORTA (Shore Pine) F, f`c. as shown Tko �r EARTH TONE GREEN STAIN tight with no gaps. Do not stretch or overlay. Lay sod with staggered joints, and with long edges perpendicular to primary �1t1 r r' r 1 P OR MENLO"GN)YMO :.tMI TO rL-41-I J A v5 slope. On 3.1 or greater slopes, sod shall be secured by pegging. ----- -" .y/, - I•7 t.r rl Nr AD AT N:'Nf[(aT, _ rARn MULCH Sod shall be rolled with a maximum 15n lb. roller after SHRUBS: installation. After final. rolling, the sod lawn shall be SAC Ar7 LL As srrc!rt:.° thoroughly watered, so that the sots pad and upper 2" of topsoil are \ al . 3 r thoroughly wet. Approval of sod lawn�sshall be based in uniform, 5;3 AE AZALEA EABURY 3 g o. c. I y/ J/ I� healthy and vigorous growth with no dryor dead spots. 73 AH AZALERA HEXE gal . 2 112 ' o.c. 1 --� MAINTENANCE - LAWNS: The lawn areas sha:1 be maintained by watering, mowing, reseeding, and weeding for a minimum 60 days after seedin y apply 21 NIA PiAHONIA AQUIFOLIUM (Oregon Grape) 3 gal . l 1/2 ' o. c . _ SOIL011 XCUND rNoore° 9 After 3o days a 1 Ammonium nitrate at 10 lbs. per 1,000 sq.ft. Now and keep at 1 1/2 a 2 height. Remove 5 PF PHOTINIA FRASERI 5 gal . 5 ' o. c. n„ :1I: TO COMrO"" clippings P g (Otto r r a s 1&Z or�nnT� cli in s and dispose oft site 01 51 PLO PRUNUS LAUROCEP-ASUS Luyken) 5 gal . 3 1/2 o. c. C, 36 TPF THUJA PLICATA FAST. (Hogan ' s Cedar) 6 ft. 41o. c. CL1tAM-UPI At. completion of work all extra material, siupplios, equipment, etc. , shall be removed from the sites. All walks, TREE= STAKING DETAIL� pavinq, or other surfaces shall be swept :lean, mulch Oreae shall .`,ave debris removed and any Foii cleared frosurface. Ail areas • V 1 \ M ALr m f the project shall be clean, orderly and complete r P LO44 GP GENISTA PILOSA "Vancouve�c Golgi" 2 gal . 4 ' o. c. 97 VMB VTNCA MINOR BOWLES (Blue Periwinkle) 1 gal . 2 ' o. c . \, I IJ > JN NOTE: CONTRACTOR TO VERIFY ALL QUANTITIES \\ \\ ALL LANDSCAPED AREAS TO BE IRRIi3ATED BY AN \ '. T).Frfz- 2_XCZ 4 G AUTOMATIC, UNDERGROUND IRRIGAT7.ON SYSTEM v \\ � TOTAL AREA FOR ANNUALS----------- -188 sq. ft. AT We I P 9 - FIELD ROCK 3 f.t.by 3 ft. min. surface area by .m,An. 1 . 5 Ae¢ ,1NV I ' ft. moss covered--Landscape Architect must approve. C�1hU�LINE Camas Quarry or equal To SY_644F r1'6 T NUP%:=ice PROVIDE VJUNDS AS INDICATZD OR AS DIRECTED. \ _-41 A H ��(Fler a C ..----------_ _ EVERGREEN TREE STAKING DETAIL. Cr A L1 BP OIL CO. LIJLU AWN IT AH 0 LANDSCAPE_ SCAPE PLANTING PLAN 06 i X r Imo• t RT .217 & GRE ENE�URG ROAD CV S. �/1/ rIGARD, OREGON • GREENBURG ROAD ��•� __-"."_._ _ A I J ! J U AL_J. -- _ �,_-_- --__._.._.•-__ _. _.._ �._.. Cate �- :, •C) s _._ DWG NO, 36-067- 11042 Scale _ t 7 " i of - f ,� p 77A=Ll" 8 `� ATE Drawn07C R , 15 o VMAOTT (, Z , " I EGON 1, sheet r � TT EN & ASSOC 1ATES • L.ANDSCAPE ARCH1TECl S Bl�r'g 1l t] 1 fast C�It;:r Dox 113 • Beaverton, Oregon or075 • Phase ] 501) 644.5 0�6M 4 OF 26 24 rt >h POWTED on 010 loom CiasiarNIW. �•�••••• ! / L_ 1J Of � Sheet lIFt_TH%9 DOC-ME14T IS LESS ,.., +N E' • I I I ! 1 1 1 1 ! I l l l f 1 I t� C l ��T 1•f 1 11 f 1 i f �1' � I I I �, I l i ' I I I I I I I I I I I I I � I I I I I l l l l l l f '� I l l l l l l l l � l i l l l 1 I I � w..,.....n.Npr."..,_..+.,.. 4 • 4s: • r 1 1 1 11 I21 ` 6 7 I 1 g I I I I 0 I 11 I I 1Z APRIL 2 6 ! 993 L,EGIB) E THAN 'TH1S NOTATION, — �� ___ __� ___ _ - ___-��__ _ - IT IS DUE TO THE QUALITY OF No 38 THE ORIGINAL DOC'1MENT. - -- — - -- - - -�-'-- - — - £ 8Z ET8 LZ S�Z 1bZ EZ I Z TZ OZ 8T I BT L�t gT 6t ST Zt TT T 8 Is L I 9 9 Ii111011 II� �i U i l -� FOOTING NOTES' -a `lr L THE CcNcNAL CaNTMCTOM 5HP�- VEzln f-�TI/JG PINS$44,0144 WITH C� Cy/ CAPPE_T_ .i -TtIt PiUILDIN3 -SOPPLICM p11ZiR TO /•••It F'a IN6 war_f , n -_In ' / W� LEVELIN NUih g,ra -Y i�iIN6 "�ti iNG WILL ►.- .EUA-,NISM•,i b•( pUl '--TJ1IJb 5u PrLJF_rL Fc)2- "&�.�,- _-�- BY •±+ 1 `f� PVG -tse H SIT' . 509 o 31JI PE% pq '-�Ar C, For- P•ool'I�eh.yL lu=a1Ll•9 A71JN. m .> N n -- - - �-- el Z. r.EPs-iNc. w e•. ► c . c , r ' L _ . . 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I I -T-' 7 O� x !3 _ Io�!_ O W • ' s # .'� Vdrl_IIU+L II'l E/a • � - ° ¢ I I _I I ELECTRICAL CHASE-) _r $In ��rl4a2 z Rows N a . I \ - C' • I — — — - — •-• 10 �� —'K flh OIm L 4 EP. J; Y. p o ' < I BJILDINvOUTLIHE �— j -1 �. i¢ I I - 1 ' PIER •'E PI El-'• 1 I' pie f / net- , •I 4,-OnA S.•6,• ..- . ._ I j'. 1• I 3'- z" Sauers i_ 41'-3' OUT TO OUT OF BLDG ---- I FGOT ! NG DETAIL G FOOT lNG DETAIL_ A -_--- FOUNDATION PLAN I - 12x2n.7 SCALE' 3f': 1'-O" FL, Fr+sN.o- - - -- - - I %ruv vrr a.5. pprl — — N •s /g I"� .—P-1 '�" F-ftT_ o � . . � - . ' '� ' 1,01.12" FF�or-c• P,orT�r-� 4 Es1,E0 PA(Ifff O II - d LJ.7L9J9:Juia f•'W7 + PS`t C -Ce �� e1GINFP /00 J " Q• �, 14,758 , OID r, J (� .'1-Ve2TIC.C•L IN EA t-or•NEC � alaI o. • (Z ) KPf.+r.15 c:;F 11' 4 EP.. W&V. \- APR 1 E 1 ,91 SEAL BP OIL COMPANY - - 4!.C:Dr `'O' I RETAIL MARKETING T DESIGN P NDI ENGINEERING FOOT ING DETAIL B CLEVELAND, OHIO 44115 ARE BEAMAN CORPORATION -- -- IS'- ¢P — 800 VEST SMITH STREET GREENSBORO, NOHTH CAROLINA 27126 -- PHONE ( 919 ) 271-1100 I,,AE/>tl.I I4& Ply?C PxAI�I1JCr NY ,J, G, (�•pTG p7 JOB LOCATION J09 N0. -- I 1 %� L*VE:LINCr HUT"? BP/- GULF I ® ® B- 733 19'-0/' X 41 '- 3" BLDG Gp7JorY coL , FOUNDATION PLAN - FOOTING DETAILS DUG . NO . 4B733502C V , _SCALE AS NOTED MADE BY W, (1, U. _ DATE CHY - C4-B� CHECKED B E3El� R i NG PLATE DETAIL IN9 DATE _ OWN CK-0 I11 = 1�-n• STLT6 WF 00114Ci'1V I_ I ].op \VCi1 _ _ RI JP910161 W + ` • • F lJf THLB DOOMEMT IS LESS 11 I I III I I T I q - '�•"- ' - _ 1i LEGIBLE THAN T�IIS NOTATION, IIIIb 1111 IIIIIIAI� IIMII IIIII 111111111111 IIII If{IshI IIIIIII IIIIIII IIIIIII II 'I APRIL h I4'. 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SA'''C ,SER• �TN'yc,� �I�IFi �N M o� f� .. 11P OIL COMPANY 101- 1 RETAIL MARKETING t E /1'I Ie ` '' �. �- 3 „ z DESIGN AND ENGINEFRING L� \ �� g M1Ep" ,at* p, e} 200 PUBLIC SOUAri�_ oyC�d� f3 5�� qr� CLEVELAND. OHIO 1111 v11 ri(� / y X01 BEAMAN CORPORATION 800 WEST SMITH STREET %101( q C/ GREENSBORO. NORTH CA 10LINA 27120 G� 3�4 I 1a IIS 4 13 / PHONE ( 919 ) 271-11 f,rl lipt7• / 0 00 JOB LOCATION J09 N0. IAe WATER PIPING ISOMETRIC P�'�'\ '' . -\ �� v•�, A �' C. y — — SANITARY N_ TARY SEWER ISOMETRI �C - a2 F' P GULF B - 733 18'_ 0'/x } I `_ 3 PLUMBING PLAN - PIPING OiAGRA '.I3 DWG . N( 41373 35D2C 4 Rt.V SCA — ^ - - — _ . L� A, NOTEO _ MaDE_:�r W� (; )ATE 11 - 14 . 89 EcwcHw' eY — --- NUNS _ _ DATE N CKD OV !?2E Irl 5 E D .S.AN/ TA/? y !9_10 - SF _ 5En✓C r2 s 5 4 M lr r/R!G. --- rI1.�TH48 DO(i iWENT IS LESS - 111 III III III III 11 ! IIT I`1 III rIt tI1 T1 T 1 ,, IT I'�f 1' IT III I ) III III I I III III III ' II IIIIIII III 1(-1 III III 11;i0l ! i1LEGIBI;F. THAN TkIS NOTATION, _I 1 `� � � 4 f I I I I I I I 1 I APRr�9 1 ��3 I � � 1. ��'T IS UL1E TO THE QUALIfY OY� � � ,. _---- '' _ _ _ Nu.�6 ' ,HE ORIGINAi, DOCUMENT. -- --- - _ ___ E 8Z 189 !.L d� E L TZ �� 8I -8T LT AT 9T m ET v1 iT T 8� 8— G 8 �9 ► S 91 ILII 11ilil IIIIIIIIillllll IIlIII�IIII I'l �il� Il� I I I °\ I I I — l ILII IIII 111lIlJI llI illll I IIIIIII I,IIIIIIIiIIIIIII IIIIIIIII 11111 11 11 l IIIIIIIII IIAllI 1 1 ( I T I I►llllll►� IIIIIII IIIIIII � �,I I (IIII llllll IIII II IIIIIIJII col 10UISItI" U`iITS , ACKFO t I- r T--- — '+�"r.,�.—.. ...��--�-• - �-- �.........�. ..t..--... _Tei—-•-�p• •.� .-— �- -- t ` - .. .. ..s.�—1 i — DIF V'J R I l UIQ F 11;=R --- ------ ------- ---------- .- � � f - -- DIFFUSER '. I a �-- — -1 OI=FLSEP. _ ------- __—_ —_— MUDL SP'_--IT _ Gr?I;_ L S - --- I--- - _— - -- - -- -- -- I. THE D'_:ILO��G ir!C.��I;F.,C r - ----- - T jPFI? S. L.LL FijRN15P A. ID INSTAL- ALL FAcl4 Al14' WF- - i HVA ' Ea.,, iP'AE \i D 'AA -RIALS NECFSS R Y FOP, THE COIAPLETE - --- �, lo` r11^I►�'1vr'1 FR��1 ► I HVAC SrST9V WITH IN Tr ;' Co'J= IVES OF THE MODs.; L!AR -- �KluuyS�S � tJ�►� _—. - . 13UILDING SHO►vN ON TETE GRAV.'INGS . - -_ _ —__—__ --- !rIItII'dU.IA D�'CT G�L!GE - UP r0 30` 'HIDE: 74 GA . GLV. ST L . –T - - _ , 2 . DIFFUSER --> I / I — i _ / '�� I \ ' - OVER 30' 'NTD► : 22 GA. GALV. STL . L_ 3= INSTAL—ED WITH I THICK FOIL. • l �- --t �_�_ � J _ F � -- I 22h22 ZeTURW FAN--EL cl:c r r;z-uLATIO �1I Th ALTAPED,A. A' IILC), SHEET _ FCR ELECTRICAL AND THER.rtGSTI-T FAti F._ G 'IRErA= NTS. CK 01.-F-USER � � '-• ' I j OFF USER 4 ` A z� rim i - HVAC_ LEGEND JFAIi HVA '' Eke.. IP"A 1 - f � —T { ,k SUPPLY AIR DIF= -:SEP HVAC P L A PJ 2 r,. SCALE Il _ I'- .► ; � ' RE i 11R % i A 41 PROfFf ._..__. ..__.__._.._____._-._.._ _____...._.___._.___.._.___._.._...._._._.__.,_.__._._...__._.._. _._.__ ___--- ---- 2 �� p v .� 5c a PPr;R •:� � �r ._._,..._........._.T- ..._.___ 1 APR 8 -- (2) 2 Roo F GRAINS L 'P.V.c) �COrI,I -CT TO -- SEAL SLOPE Ice BP OIL COMPANY cvp"0ER j TRAP TYP --- �_ � RE-TAIL MARKETING DESIGN AND ENGINEERING P\: _ mm \_� 200 PUBLIC SQUARE CLEVELAND, OHIO 44115 BEAMAN CORPORATION I- � I �- C:-NN;:CT TO H A 5 L-o PC "IX I =/'+f i CGI i 800 WEST SMITH STREET GREEN380R0, NORTH CAROLINA 27420 I ' 1 PHONE ( 919 ) 271-1400 1 1 JOB LOCATION J09 N0. 2 _ ..__._.___....._.. _._._ _...... . .� ___ O-�-- I �. V• G . S C U pF E R DRAVI TJ Flt-;\,R SINK I PI R =S T R C G ; WITH 2 AIF cnP 13P/`GUL F r/ 0 0� Roolj-r- ZW4116 C0fvDr;NSA-rE D�? A; N S C F�-I' E MAT I C: ----- --- B- 733 18'- 0" x q 1 '_ 3, /L OO F DR fI 11 1 A G E P—L A til ----_- _ ....__.......N,T � s. MECHANICAL - HVAC OWG . NO . 48733SD2C 8 — _°- REV SCALE AS NOTED nCHECK�,O 3Y yy.0 DATE I I - I Q - 8� 8Y REVI�ION3 �� ^T GATE OWN CKO 20 f • • . rt JF'--T1+V8 D06*WE1qT IS LESS � IIII111 11 IIIIIIIIiIII I(f II II11rl( i1t17 Tlt1!��T i.- �i f`?Tjl itf 1'�fj1;TTI I � MAL2 LEGiBL'E TfiAN T�IIS NOTATIL�N, 1 i� II I a 41 ( I I I ` I I II I I • Q • ---1 _-_��+ - �___—____�_---_-_- _ �1 9 1 6tI �. 8 0 11993 "I IS pUE Tl� �'HE QUALITY UE" _.THE ORIGINAL DOCI]MENT. - _ _ r,o ae E T6711 8ZG4Zi IIIlII l i,1-1 111 I U.112111121111 II �IIII I lllll�l i►III .I 11 1 1 1 111,1 II II I I111111111111111I I u� I) I) Il�ill�l�l�ll� III�I it 11111►I►I II��II I �� II I I �11�11111111111111 II 1LI111111111111� L IIIIII IIIIIIIII�IIIIIIIIIIIIIIII ul II �► II� II II�III,�I111�111 II IIIIIIIIIIIIIIJII �.r 12' -1;' MATERIAL SCHEDULE 365 -- —_ 36 ' -0" 12 ' -IT COMPOSITE -- --� FASCIA S = SUPPLIER -TC I = INSTALLER L' COL . COL . - — 0 = OWNER �i r - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - -- - - - -- - - - - - - - - - - - - - - - - COL . _ - - - - _ - C1 F2 F2 C1 GC - GENERAL CONTRACTOR 1 _ _ CS • CANOPY SUPPLIER I I - TT - - N I NO. EQUIPMENT SCHEDULE QTY . STI I W14 X '4 I ' I 3" PVC DOWNSPOUT I COMPOSITE I BYOTHERS. SIGNAGE 'SIN I T I FROM GUTTER TO TOP I COLUMN COVER I ANCHOR SULTS ASTM A307 �, I I I OF ISLAND. — I 1 " DIA. X 36" LG. W/ 4" HOOK a 1 I I 1 6" OF THREAD PROJECTION 24 GC GC I 1 I W/ ( 2 ) H. S. NUTS & WASHERS II I I i I MPD UNIT PER BOLT . TYP. LIGHT I I U) I FASCIA : PREF'NISHED ALUMINUM SEE FIXTURE. I I i z r- I BY JTHEHS. 2 COMPOSITE MATERIAL . ELEV ' S. CS CS Imm I I W14 X 22 -- -- ESS DECK PANS : 3" X 16" X 20 ga. SEE a I I M o 3 PREFINISHED EMBOSSED WHITE PLAN CS CS (`) LL TYP . END ELEVATION STEEL . ASTM A446, GRADE D Q1I a x x x M I Q CANOPY STRUCTURAL STEEL -4 •_ I 0 10 x 0 I T cv) I --. TUBE STEEL : ASTM A500, GRADE 8 Ir I I = 3 I I z 1 z ROLLED SHAPES, PLATES 8 BARS: SEE I w 4 ASTM A36 ( Fy=36KSI ) PLAN CS CS J 11 W14 X 22 1 1 1 STRUCTURAL BOLTS: ASTM A325 ' WELD ROD OR WIFE o I I _ 1 '� E70XX OR E7XT-X ��---TYP. FOOTING I 1 1 r I I I -I _ �►� I OD 1 " CONDUIT THIS COL . I I1 1" 8 3/4" CONDUIT I I I cr)) I I THIS COL . I I I CONCRETE FOOTINGS W14 X 22 ._ - 10 I 5 MINIMUN F' c . = 2500 PSI 6 GC G„ 1 H L�_1L - -- I FASCIA BRACKETS - 7____L -- • � I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -• - - - - - - - - - - - - - - 6 18 go. GALV. STEEL , 41 -0" 0. C. CS CS- - - 1 N FLASHING 7�. 7 24 ga. GALV. STEEL CS CS ( 87 ) DECK PANS 8 l ' -4" _ !16' -0" 71 " INDICATES STANDARD LIGHT FIXTURES. GUTTERS INDICATES 8 20 ga. GALV. STEEL CS CS 117 ' -22O. A. DiRECTiONALrGHT LENSFIx7URES W/ DRAIN BASINS 9 16 ga. GALV. STEEL W/ THREADED CS CS STEEL NIPPLE WELDED TO BASIN CAPITALS ( DRAIN COVERS ) : FRAMING PLAN 10 20 ga. PREFINISHED WHITE STEEL CS CS SCALE: 1/8" = 1 ' -0" ASTM A446, GRADE D LIGHT FIXTURES 11 SUPER METAL HALIDE , RECESSED 400 W, 208V. STANDARD 6 CS GC W/ DIRECT . LENS 28 CS GC NEON LIGHT TROUGH. TRANSFORMER 12 AND WIRING . T2 16 CS CS NEON TUBING 8 ELECTRICAL 13 CONNECTIONS. T2 16 0 0 GENERAL NOTES 1 ) MAX. ALLOWABLE SOIL BEARING = 2000 PSF 2 ) MIN. ALLOWABLE F ' c CONCRETE = 2500 PSI COMPOSITE FASCIA. 3 ) ALL CANOPY ELECTRICAL WIRING. CONDUIT ETC. . . BY G. C. LIGHTS SUPPLIED BY C. S. 4 ) 3" PVC DRAIN FROM GUTTER TO TOP OF Cl B2 62 B2 82 82 82 B2 B2 UNDERGROUND BY GRAIN THRU ISLAND OR �--C 1 ISLAND BY C. S. 5 ) SEE SITE PLAN FOR CANOPY LOCATI�QM--- I I LNEON LIGHT TROUGH I I I I I I ":``:�.-�- A F I I BY C.S. I I I I LT2 ( TYP ) / •� v1N� I I I I DESIGN LOADS �,' „• •-�•a � I I I I1 1 I I OL = 3 PSF I i —COMPOSITE I I T. Sx COLX ( TYP ) I I I I LL = 30 PSF _.*^ COL. COVERS. II II WL = 25 PSF II II II II 11 II I AP RI 1 8 91 BP OIL COMPANY TYP . SIDE ELEVATION RETAIL MARKETING SCALE: 1/8" _ ! ' -0" DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44115 BEAMAN CORPORATION 800 WEST SMITH STREET GREENSBORO, NORTH CAROLINA 27420 PHONE ( 919 ) 27.1.-4400 JOB LOCATION JOB NO. 43 X 117 CANOPY BULL NOSE FASCIA 6 COLUMN ; 19 ' -4 " SPACING DWG . NO . BPA4K61 1 2 REV . I SCALE AS NOTED _ MADE BY OJ DATE 5/90 CHECKE7 BY REVISIONS iJ�TE OWN CKD Di JF'`?1 161. 2:1 OF '226 -- 24x-3 ►I Ft TH48 D04WEHT IS LESS I I I I I I 1 1 1 I I I I I I I I I I IT I I I rll fr1 f Ila { 1 I � � � 41 ' I'� f f7 � IIIliil Ili � ll � i � il � IIIIi � lillili ► APRT LEGIBliE THAN T�iIS NOTATION, - a� I I I L- Gn — _ �J IV IS DUE IO THE QUALITY -- .-----.��__ S �0 1 ��3 Q O F - - _ I .� I J THE No 30 ,.r..-.- ORIGINAL DOCUMENT. —T- - - _+ _ _ qfG 8Z 8Z LL L �Z fiZE .I. Z tZ Z 8i BI L1 9t -YIT ibi Ei ZU111 [111111 ti �t 8— L 9 9 Illllml�lll VIII I IIII IIII II �II ul II II illl�llllillll�llll ll�11 IIIUIU llll�ll ll VIII IIII 11! Il�i�li II (IIII II II I I VIII ill,llll II 11 I U I 1 I IIII II�IIII IIII�I111llllllll.11ll 111111 I II illlllil�l�lll IIII�IIIIIIII�.) � I III�IIII ,III IIII ��IIIIII� IIIIfNIl _ -COMPOSITE FASCIA. FASTEN W/ COMPOSITE FASCIA . FASTEN W/ 12 X 1" TEKS W/ NEOPRENE WASHERS. N12 X 1 " TEKS W/ NEOPRENE WASHERS. M GALV. FLASHING GALV. FLASHING. FASTEN W/ FASTEN W/ #12 X 1" TEKS 012 X 1" TEKS W/ NEOPRENE WASHERS. W/ NEOPRENE WASHERS. \ � FASCIA BRACKET ASSY. 1 -FASCIA BRACKET ASSY . FASTEN TO DECK PANS W/ TEKS. FASTEN TO DECK PANS W/ TEKS. CROSS BEAM BRACKETS SPACED a 4 ' -0 O.C. CROSS BEAM BRACKETS SPACED e 4 ' -0 O.C. (0 ELECTRICAL TRANSFORMER & cr) FLEX . CONDUIT . \ 3" DECK PAN CEILING. -PURLIN PURLIN ' - - - - - - - - - - • - - - - - - — o a o ri CAPITALS. ( DRAIN COVERS ) 3" DECK PAN CEILING. 3"0 PVC DRAINS TO COLUMNS. NEON LIGHT TROUGH CONNECT TO NIPPLE ON DRAIN BASIN. SUPPLIED & INSTALLED 10 X 10 X 1/4 T .S. COL . BY C.S. 7" 2' NEON TUBING & ELECTRICAL END OF DECK . CONNECTIONS BY OTHERS. GALV. GUTTER. BULLNOSE FASCIA SECTION SCALE 1" = 1"-0" FLAT FASCIA SECTION SCALE 1" = 1"-0" w � r 14,706 4 X 4 TS MONO-COLUMN ( NON-STRUCTURAL ) USED FOR FASTENING COL. COVER. APR 1 8 1 :91 10" x 10" x 1/4" COL. I I I I —.3" PVC DOWNSPOUT CONCRETE ISLAND — i I I r•—COL . COVERS BY G. C. BP 0 I L COMPANY '- - - - RETAIL MARKETING GRADE — � _ — — �— I lJIDDESIGN AND ENGINEERING 0 PUBLIC SQUARE I 0=i � I IG.C. TO DRAIN DOWNSPOUTS C — �' BASE PLATE--L CLEVELAND. OHIO 44115 I I ■ � I I EITHER THRU ISLANDS OR - UNDERGROUND PER JOB SPECS. m = BEAMAN CORPORATION ( 4 ) 1" O X 36" LONG Q' 800 WEST SMITH STREET ANCHOR BOLTS W/ 6" i GREENSBORO. NORTH CAROLINA 27420 THREADED PPOJECTION, `' iv - PHONE ( 919 ) 271-4400 ( 2 ) NUTS. & ( 2 ) WSHR'S. — N PER BOLTS ( 4 ) N4 REBARS m JOB LOCATION - ■ JOB NO. — VERTICAL 2 9 9 2 ( 12 ) M4 REBARS r' N HORIZONTAL - 1 ' _10.. — 43 X 117 CANOPY • • 6„ 3, _0„ 6.. COLUMN BASE PLATE BULL NOSE FASCIA 6 COLUMN ; 19 ' -9 " SPACING 4 ' -0" _ SQUARE DWG . NO . BPA4K62 2 2 REV . 1 SCALE AS NOTED MADE BY DJ _ TYP . FOOTING SECTION DATE 5/90 CHECKED BYREVISIONS DATE DWN CAD 1/2" = 1 ' -0" - _-- 22 OF 2 -- - .2Ax3 I111{,�li ` LEGIBTE TrAN TkIS NOTATION, 1�T11 T�f 1' F71'I tTH8 DOf1F1T IS LESS1I 2 ' 8 0 1APRL 2 1IT IS D ]E TO THE Q1A1ITY OFI 993 w + No 39 ,I�I."If� ",.t '.."1IE ORIGINAL DOCUMENT. 9qE�i t 8EiJill, III,I �it 241( ,,, 49' -8- O.A. OF BUILDING — _- _ O - MATERIAL SCHEDULE 1B I = INSTALLER 12' -6" _ 7' -4 7' "1l f _ 12' -5" _ _ 1 0 - OWNER GC a GENERAL IEA � D[vGCMANUFACOTUAEA 6" --- 6' -lei _ 6" 6'-10� — 6' 12' -5" 1 _10 1 BM = BUIL" Q Q � NO. EQUIPMENT SCHEOULE QTY. S I 70 ° • e i` • •- •' ♦ s s • , . �' C C © W/HARDWAREH DOOR BFRAME 1 . 1/ PA. BHWITH-- • . - _— - - - + -. .- - - - - - --: - STOP. DEAD BOLT W/BEST LOCK 1 BM BM m FOOTING O FOOTING O • ' o, �, CURE, DOOR CLOSER, PULL HANDLE i' FOOTING O • • • • • • • ° ° • • -- W/PLATE, THRESHOLD. LOUVERS m 1 8M BM • • Q 6° x 70 H. M. DOOR 8 FRAME m FOOTING O -+ W/HARDWARE , 3 PR. BH WITH STOP FOOTING EO ., a .� 4 I � • ao iO OE%D BOLT W/BEST LOCK CORE. ' — - 0013R CLOSER, PULL HANDLE • I FOOTING OB FOOTING FOOTING to W/PLATE . THRESHOLD . OD n I 3" 3" B I . • ! t� le' x 8' ALUM. O.H. DOOR, HIGH 2 8M HM r 6" 6" LIFT 6 6' -10 1 6'-18 6 12' -3" _ – _ INSTRUCTIONAL DECALS 3 0 G.C. H 5� STRIP LIGHTS 5 G.C . G.C. a • FOOTING • • 2 -0 ANCHOR BOLTS W/6' THREAD`,, 2' G.C. G. a C ►+ • FOOTING O HOOK, ( 2 ) NUTS 8 ( 2 ) WASHERS m A �• LL I • I + 5/8' x 1 ' -6" LONG I .!4 ' FOOTING A FOOTING © s/d' xi ' -®' LONG 6 t O 7 PVC- 1 DOWNSPOUT 2 B.M. B.M. o I BUILDING LINE ---1 SCALE: 1' = i '-0' SCALE: 1" = 1 ' -0' - ( 9 REO'D ) ( 3 REO'0 ) B.M. B.M. • � { ® STRUCTURAL, COMPOSITE SIDING, GLAZING SYSTEM. WALL PANELS, ROOF ANO CEILING m a+ I I cp m Q STRUCTURAL SHELF a 10'-0" AFF. 1 B.M. B.M. I t .-. IN ELECTRICAL ROOM. 3'-7" WIDE x 2' -0" DEEP. � I I I I I • I I FOOTING O --1099 r , IL r • � .-i r to FOOTING UC - ;n m I FOOTING GA FOOTING O FOOTING (�AA� FOOTING a AiL H �` . • * • a s • • e • •...i. • , I N — �� NOTES A A A .., r 1 . MAXIMUM ALLOWABLE SOIL BEARING= 2008 PSF 2. MINIMUM ALLOWABLE F'c CONCRETE y000 PSF 7'-6f 6'-4" 6'-9" 6'-4' 7'-6 1 •-10• 1 � a ■ a r A A 3. ALL CARWASH ELECTRICAL CONDUIT. WIRING, i LIGHTS. ETC. BY G.C. 9'-7 6' -10' 6'-10" 6'-18' -- 9'-7 11 Q Q Q a a 4. SEE SITE PLAN FAR CARWASH LOCATION cp 5. ALL CARWASH EQUIPMENT SUPPLIED 8 INSTALLED AL BY C.W. EQUIPMENT MFR. Q, FOOTING PLAN SCALE: 3/8" a i '-O' A A 9" 11 -10" 9" 9" 11-10" 9" ti z: CON 3'-4" 3--4" - 1•',;.;s FOOTING O FOOTING 0 � � SCALE: 4 = 1 ' -0' SCALE: " = 1 ' -0' t 1 REO'D ) ( i REO'D ) APR 1 8 of ti SEAL BP OIL. COMPANY RETAIL MARKETING DESIGN AND ENGINEERING TOP OF CURB a BUILDING WALL 9" ,– 11 -10" 9- 9' 11 -10" 9" 00 PUBLIC QUARE C►.E $ -' HIGHEST POINT OF FINISHED FLOOR 0 1 ' -0' ' x '0 r ANZD CHOR BOLT A A Q /� s ANCHOR BOLT ACHAR BOLT -FROST LINE B E r'+ M A CORPORATION • m CDZD `° 800 WEST SMITH STREET GREENSBORO, NORTH ICAROI-TNA 27420 FOOTING ELEV. " FROST LINE -FROST LINE FOOTING ELEV. PHONE ( 919 ) 271-4400 Z _ H 'o ►z, `O N -• z z a a Q JOB LOCATION JOB NO. m a+ �-� 0i Roos a --- - - z 04 ROOS a - z 0 4 ROOS e 12' O.C. Q L I ! '' • 0 12' O.C. -' 12" O.C. 6' 6" - 11 In R 5 3 DRAIN 5 -+ 9" 9' i _0• 1 _0• r r� - - A �, a Q A ! B-4020 CAR WASH BUILDING -- FOOTING PLAN — DETAILS a a Q a SECTION_ A—A SECTION B-8 SECTION C—C - -- -- -- DWG . NO . 4B4020SD 1 q REV . 1 SCALE: 1" a 1 '-0" SCALE: 1' ■ 1 ' -8' SCALE: 1' a 1 ' -0' 9' 9' �1 ' -la- 1 ' - 10' 9" 9" SCALE AS_NOTEO MADE BY JOL ( FOOTINGS C.O,E,F ) ( FOOTING A ) ( FOOTING B ) -- — --- DATE 3-25-89 CHECKED BY SNG 3' -4" 3REVISIONS ' -4' DATE OWN CKD --- - — — --- _ __ -- COAREC f IONS 1-10-90 OJ (FOOTING � FOOTING (D - SCALE: 1" a 1 ' -9" SCALE- 1" = 1 ' -0" -- ( 1 REO'0 ) ( 1 REO'0 ) ...�._. .. .�.� �......�....._,,.. .a....._ A 2 a 1, "' OF 2 6 r. ♦ A �. �IFf TH-S8 DO(i.1.W NT IS LESS 1IIIIII�IIII111 111I1III1111 IlfIrliffi`i1T l7T4r T�tllllll� 111111 IIIIILI Illllilllllllll 111IIIIlillllll IIIIII � Ilfl�`I1 ' � I1+IIIIIIIIIII � Ilillllll+Ll I APRIL 26 1993 a •► 1.EGIBT°E THAN THIS NUTATION, 2l 3�– I - ,i I 7 g I 9 101 I 11 l�l 1 IT IS DUE TO THE QUALITY OF No 36 0j,�r�,•,_ ,�,, THE ORIGINAL DOCUMENT. — — - -- — - - - - --- - --- -- £ 6Z 8E L8 Z 6Z 8 .II Z tZ `` OZ 8t 8t Lt 9t 4ft i 6t I Fi Zt tt ` �a�t 6 { L { 9 ` 9 (III 1111�1II�I�Ul1 lill�lllllll I�IIII II I�IIII llll�ll 11111 I ilUllllllllllllll llllllll ►11�11�1111 III1�1 (III llli� II�III!IIIII!IIIIlIIIIIII�IIII ! llllllllllllll�llil lllllllll III1�1III I�I�IIIII �I�►It�� iili�{ui I�II�IIII �III�II�►IIIIII�III illllNu -�`. :; I I 111 Q -- ---- ----- - --- 3„ 3„ 7 _1 3„ 7' -11„ 3" 3„ ROOF 3' 3' -4' _ 6' -4" � _ _ _ 2 4 , _0„ 3, _4,• 3, _4" 3 ROOF- LEADER !i -�- LEADER -� x u- 2 C) ' J 4 ' -11 " STORAGE ROOM ^ ^& s L 4 ' -11" 3 i m — c' � �NELEC . EQUIP . ROOM cc cc A 0 A 0 i = CID m 0 - m mour CARWASH AREA IN cv .� m ,n I < co x x p 1 0 0 ® G m O _ m c7 ROOF LEADER ELECTRICAL EQUIPMENT STORAGE ROOM ROOF LEADER -� - - ROOM DOOR DOOR L3" 3 3" 7' -10" 2" 6' -8" 2" 6' -8" 2" 6`-8" 2" 7 ' -10" 3" REAR ELEVATION [PAINTEDOLLOWMETAL DARK GREY 8 FRAMES SCALE: 1/4" = 1 ' -0" FLOOR PLAN SCALE: 1/4" = 1 ' -0" B 1 3 3 3 ALUMINUM COMPOSITE t INSTRUCTIONAL GREEN REMOVABLE MATERIAL SIDING IN;iTRUCTIONAL INSTRUCTIONAL PANEL JE':AL DECAL DECAL m — — — — — ALUMINUM COMPOSITE � CLEAR " MATERIAL SIDING TEiMP. GLASS �i - 10' x 8 ' O. H.D. 10' x 8' O. H.O. un ( ALUM. ) SOLID PANELS � G,PNeFfLJ'j0 ( NO GLASS ) �, TOP I L OF `� r m i4, >6 � CURB PRE-FIN. DARK �-- PRE-FIN. C-41 ` . _^ rnw��• GREY BASE FINISHED GRADE GREY BASE APR 1 8 1` 1 SLOPE FROM FINISH 791 rt• I N.� .1 FROt I ELEVATION FLOOR TO FINISH GRADE . RIGHT SIDE ELEVATION ZIA LEFT SIDE ELEVATION SCALE: 1/4" = 1 ' -0" SCALE: 1/4" = V -0- SCALE : 1/4" = 1 ' -0" BP OIL COMPANY RETAIL MARKETING 3" x 16" x 20Ge. DESIGN AND ENGINEERING WHITE DECK PANS 200 PUBLIC SQUARE -- - � r r P r r r CLEVELANC. OHIO 44115 -� —` - 3" x 16" x 20Ge. BE AMAN CORPORATION - - WHITE DECK PANS _ 800 WEST SMITH STREET O. H . DOOR -- O.H. DOC iR W/3. 1/2" BATT ELEC . EQUIP. GREENSBORO, NORTH CAROLINA 27420 TRACK CARWASH TnACK _ INSULATION ROOM PHONE ( 919 ) 271-4400 EQUIPMENT 3 ' -7" WIDE x REMOVABLE ALL STEEL FRAME ROOM-ARM _ REMOVABLE REMOVABLE SPANDREL SPANDREL MEMBERS PAINTED MOUNTING PANEL 2 ' -0" DEEP — �i PLATE z PANEL METAL SHELF JOB LOCATION JOB N0. PANEL WHITE. _ �, 6" x 12Gs. ti BY BEAMAN FURRING ZEES o c9 ( INSIDE PANELz .. s -4 0 J W _ B-4020 RIGHT HAND J m U -i 0 a 3 ' -4" 12' -6" 40 x 20 CARWASH BUILDING (n F- a CARWASH AREA L O . H. DOOR � tO U 0 l0' x e PLAN , ELEVATIONS , SECTIONS x o m N N cn O. H. ., OD ihi ►- x ~X DWG . NO . 4B4020RT 2 q RFV . 2 M SCALE AS NOTED IMADE BY JDL DATE 5-24-89 ICHECKED 9Y - BNG IR J x REVISIONS DATE OWN C',D Fri _ - ^_ INSTRUCTIONAL DECALS 6-09-89 _JDL BNG -- — - -_r.�1 --- -- -- - -- _- - _�� - - ---_- _�- -- -- - CORRECTIONS 1-10-90 DJ LONGITUDINAL SECTION '" A—A " BUILDING CROSS SECTION '" B-B " ----- SCALE . 3/8" = 1 ' -- 0" SCALE : 3/8" = 1 ' -0" 1!_IP91,Q t.61 MOWN 111�pw ,• -Yry�ygryn e,,.:M Via•,•r + • JF THS DO IFNT IS LESS IIIIIIIIiIIIIII III�IIIII(P�i1� III r 11r11�I T i t �1 i 11 1 �f�1.3771 IfIIIIA �,IIIIIIIIIIII I IIIIIIIIIIIII (I IIIIIIIIIIIII I � IIIIIIIIIfI�) II � II�IIIII ( IIIII IIIIIIII111 I I APRIL LEGIBLE ThiN THIS NOTATION, 1 1 2 I I 1 �II �II i 10 11 �► H �� 3 ' IT IS DUE TO THE QUALITY OF no.ae "" ; THE ORIGINAL DOCUMENT. --E— 87, T -- — _I I "awl9-1 4 ' I III I III II IIIIIIIIilllllll 111111 IIII illl�llll IIIIIIIi ll lllllllll IIIIIIIII IIIIIIIII lila IIII IIII III. IIII IIII IIII IIII IIII IIII,IIII IIII Ilillllll IIIIIIJiI ' l I I I ! IIII 111 lull (ll VIII III I I�I II I i�l II .Illlll u 1 l l l 11 l ll I it Ill�l�lll� III Lul�lll III I l� ll (ll� Ill 1 lllJ 1 l l l l I. I 3" DECK PANS cc fF [IF i o s" DECK PAN RGO • z W12 x 16 _ �----IW12 x 16 ----- --- C 8x 11 . 5 1" 0 2 JOINT _ m — CS x 11 . 5 i 3MM COMPOSITE JOINT DETAIL cn kAmNOT TO SCALE c� 20 Ge. WHITE TRIM 3fBATT INSULATION - STRIP LIGHT 3" PVC ROOF LEADER TO tD BY G. C. CURB BY BEAMAN. I TO UNDERGROUND OR THRU STRIP LIGHT BY G.C. DSIDEWALK BY G.C. ! — I GS i i i N I � as y P Y I �-- VISTAWALL SYSTEM y o I I I I CLEAR TEMP. GLASS I I I y m I I I y o I I I O.H. DOOR y ~ y I I y ZD I I I yN I I I y I I I m I -- I 1" 6" 3" 1 ' -4" 3" 3" 1 ' -4" 3„ 1" I I 3" PVC ROOF LEADER m I I TO CURB BY BEAMAN. co I I SECTION a FRONT CORNER TO UNDER GROUND WALK OR C. SECTION a REAR CORNER SIDI I I ! T/v I I I Y 1 I I �---- O.H. DOQR MULLION I I I I I I I I I I I I I I I ap I 3" LAM. WALL PANEL I N I I I APR 1 8 I I I I I DARK GREY i WASH I I ( I SEAL BASE. I AREA I I I I I I I DARK GREY BASE Q OIL I EQUIPMENT I I I I B P OIL COMPANY 12 GA. BASE ZEE BASE ZEE ROOM I I BASE I I I DARK GREY BASE TOP OF CURB I I RETAIL„ MARKETING FINISH FLOOR - I I TOP OF CURB AT WALL I I T to EQUIP./STOR. I I AT WALL I I DESIGN AND ENGINEERING FACE OF CONCRETE CURB I y I I 200 PUBLIC SQUARE FACE OF CONCRETE CURB — I I FINISH FLOOR CLEVELAND. OHIO 44115 I I 1 1 _ TOP OF CURB AT WALL I I FINISH FLOOR I I L � WASH AREA BEAMAN /� � /� h0 I I ` WASH AREA vL A HSV CSD O ATION I I I I I I I I 800 WEST SMITH STREET y I I I I I I GREENSBORO, NORTH CAROLINA 27420 I I I I I I PHONE ( 919 ) 271-4400 I I I I I I I I I I I I I I I I I I I I I I i t JOB LOCATION JOB NO. 1 y I I I I I I I I B-4020 RIGHT OR LEFT HAND ° 40 x 20 CARWASH BUILDING A p p p p © p p p WALL SECTIONS AND DETAILS a L1 p p p 0 p p p DWG . �JO . 4B4020SD G 41 REV . 1 SCA-.f-� AS NOTED IMADE BY JDL DATE 5-26-89 CHECKE7 BY BNG REVISIONS _ DATE OWN CKO 1 FRONT WALL SECTION 2 REAR WALL SECTION a EQUIP . ROOM 3 SECTION a OVERHEAD DOOR 3 1 . 1/2" = 1 `0" 3 l . 1/2" 3 1 . 1/2" = 1 ' -0" - BUVq 0 to l ._ A2040Cu3 ;I?' THS6 D06WFUNIT IS LESS = III 1111111 III III III IIr 11 III r11 III 1 I 1 I. JT" 1�� 11f 1' 1` �T III IIS 1.11 II III I i III III III III III ISI III I I III IIS IIf' iI ISI III IiIIIII III 111111*iI I LEGIBLE THAN THIS NOTATION, � I� � 1 � � �2 �T3 4 � � � � � � � � � g � I �j � � 11a � I 11 I I l�f APRIL 26 1993 IT IS DUE TO THE QUALITY OF Nu+e THE ORIGINAL DOCUMENT. — - — - — — — =Ati`d, - E 8Z 8t LZ 4Z 6Z B �II l TZ ` E II i Ilillll 1111111I!II II II 111111 II III II llllll�I I llllllll IIII�IUI ' �IIII IIII�IIIIIIII!III IIIIIIIIIIIIIIIIII�IIII Illl�llll,llll�llt �lllllll IIII�IIU 111�II11 IIi��l�l I��I�I��t I(Il��u�ll��l�l� �!III�III�►III�II►� ��II�IIII IIIIIIJ�� 1 I , 1111�� 111 I I I A.IA 3" 4 8' -14 11 3„ BFAM BEAM 12 1 ' -7" 7' -42 7 ' -42 10' -11 " 1 -7 12„ COL . COL . COL . COL . COL . O COL . - 0 - C8x11 .5 (D C8x11 . 5 C8xl1 . 5 0 + L n -- _--�_.__ - - _ - C OL . J OU �� OU O D 6 U7 J J O O U U CC (D U) �O •-4 —4 .� x x x N N N — Z z TYP. 1 " m 1 3" x 2" x f T . S. COL . - __- TYP.}- L m - a 04 L In In m m x1 a I m III C8 x 11 .5 I 1v I I — I L —u12 x 16 o TOP VIEW U U J cv) .� U ,, O CD — — — — — 1-4.�N Cx l l:-5 ©�-._ _ -�_ - 0 x 11 . 1 --3" x 3" x 1„T . S. COL. t" 12 1 ' -7" 8' -e12" 6' -10" 6 ' -10" 6' -10" 8' -02" 1 , _7„ 12 c C8 x 11 . 5 I 1 I I ■ - 40' -0" I Rv ■kws ROOF FRAMING PLAN N I 1 I I 5„ x 2„ x 4 I 4 .� TYP . CONNECTION 1 J SCALE: 1 . 1/2" = 1 ' -0" i i ' COL ��` N Esf/ z SEE PLAN , .5�` 1N SEE PLAN aJ COL x � 14,7 w � co TYP. 3" x 3" x �� T.S. COL . i + .�.. n �� TYP. 4 TYP. i ^Pn �- :3" r: 2" x 4 T .S. COL . TYP.>--p- TYP. .L " - - - c - ISI=�- - - - - - - - I -- 3" x 2" x ,,, 1 3" x 3" x 4 T.S. COL. t i TYP}--�- „ a 3" x 2" x 4 I BP OIL COMPANY 3" x 2" x � II ui2 x 16 -- - - - - - - •- - - - -- - lam} 1'' I TOP VIEW — Cs x 11 .5 4 I RETAIL MARKETING --- DESIGN AND ENGINEERING TOP VIEW- C8 x 11 .s TOP VIEW 200 PUBLIC SQUARE TOP VIEWCLEVELAND, OHIO 44115 BEAMAN CORPORATION 3" x 3" x �, T . S. COL . 3" x 3" x 4� T . S. COL . 800 WEST SMITH STREET _ GREENSBORO. NORTH CAROLINA 27420 T'v a_ PHONE ( 919 ) '271-4 400 I I I I --'3" x 2" x X T . S. COL . C8 x 11 .5 I I C8 x 11 .5 I I I ' --3" x 3" x T . S. COL . I I I I JOB LOCATION -C8 x 11 .5 I I C8 x 11 .5 I I I I I I 0 N0. I I I I C8 x 11 .5 I I n - O 10 -- r- - I PT I I �J 111 111 �� 1 �' I i 3" x 2" x ��' .- I III III I I III III I v ao III I I 1 - N ■ I 11 1 1 1 0 1 _ 0 O 10 I11 III 0I - - l I III III I '� 0D 3" x 2" x I I I I I I B 4020 RIGHT OR LEFT HAND L _ LI I ._ J I_ _ LI i� _ N —__J_ L _ LI li. 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( III VIIIiE I1 I I 3 4 II APRIL2LEGIBLE T�IAN THIS NO'i'ATIdN, 34h� 1 y��1Iz __ 8 11 12� 993 I� DUE TO 'YHA, QUALITY OF. . _�_ THE ORIGINAL DOCUMENT. ---- _ _ £ 8Z 8Z L1. q� Z �Z £ Z T8 T 8T 8T LT gt 4T To am .F V Illi liil�lll llll til 111 I III I I,IIlllllll�llllillllllI1111111 ll�illl Illl�llll�lll�lllillil�llllll II�IIII lill�l II IIII�IIIIIIII I Illilllll IIIIIIII � � � ��II� �llll�lllillll�llll 1111111 IIII�IIIIIIIII�IIII IIII�I,II IIID III III I I 11 1 III►► .III II�III�IIIIIIIII�tJII u a