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11290 SW BULL MOUNTAIN ROAD-9 MAHETING OPERATIONS �. Add to tank cmohed, solid carbon, dioxide (dry ice) in toe am...,nt of g pipework, pipelines -- Q(CLNEEYING � pounds per LOC' gallons tank capacity, evenly distributed over tang bolt (2) When backfilling ditches for 1 avork, the i eliaaa shall be artfully LV-7 CUlIC1r;YTE CU1E AND ENING: When vapors stn [loeri lac all openings. / laid on firm bearin and the ditches filled with material and by procedures Po P ";. plugstated above for general filling. All concrete slabs, floors, islands, platforms , drive areas , approaches, reaps, dOUSItRC. MAS 3. &hall be cured as rscoo sraiva in "Concrete Pavement Manual," Latent 3. V nstilate with air by weans of an air-oporated gas exhauster. tloWift air (3) ul backfill from excavations around building foundation walls shall be Ldition of Far-Land Cw t Amsociatior., except that liquid sessbrane caring shall SPPL,LyLL`1 wKs M CONSTRUCTION in through an opening at one and and discharging at tha orpp3siro end. bank ♦tan sau4 and gravel. fret from Large stomas , vegetable or other foreign not be used ow aro ro be surface hardened. When thoroughly cmrad. all cement SYST01 1000 14CLLITIES Chock tank With cambuatible gas i+dicatoT. When gat free, plug all opera- matter. finish floors. isLtadr sad platforms akid all concrete driveway areas, approaches Inge, and ramps shall be samrfaced hardened in accordance with there specifications. MAT 2. 1l83 1-b GWING: to-8 TRtAT)Z](T OF CCMCI TE_MOORS ULD DLIVEUAT AREAS TO Tasha having e:oncainad leaded gw,aoiin. shall N stencilled with the warning - -- 'TLS..• tank not safe for use in storage of materials destined for buman or animal ar al.l areas in Property not Lndicated on General Arrangsmant Plan to have other P11VFJ9T DUSTDG AND DISLXTEt:L►TICki scope of WKNX.. eons r.+sgyt ion." y smr-facing, contractor shall ►lade to grade. ssmoothtng enough to permit moving with an ordinary land mower. Slope of till or cat shall not a:eted a rise of 111 concrete driveway crate and all concrete floors which are s►oc to H covered Lf ter tank is raised, It shall not be is f t asaa t t and ad sa t i l prmav ed. orae foot for each two toot ho r i.a o,o t s l l y- tri t h t i le or other material "all ►e treated with three coats of a solution of 1ltagneatom Silico-Tlaorila aired la the various proportions as outlined `els,.. T'ha' General Contract x:11 Include rya furnishing of all later, aaceritla, equip- ment and services necessary for the construction of a ecraplete retail facility Remove tank yronptly from promises. tendertinfie;e landscr�lnj is indicated. planta shall w done ►y atb-a a clean andincluding equipment as shown on the construction drawings together with appendedapecifictCiona. The Central Contract is to also include all costs mtces$ar to unless otherwise toted ou CAP. Contractor is to install concrete curbs and fill The finished concrete arta to N treated moat be thoroughly cured, No f1.re shall be allowed in the vicinity and all precsuttcna shall ►e observed to within three inches of top of curbs. free of oil, paint err grease before• the solution is applied. To assure "ximus comply with the General Conditions herein-attar specified. dwr..ng this entire procedural penetration. it is essential ,that [he Liquid be flushed on the (loot and spread Lam: Where lawn Ia indicated on CIT, contractor shall blade to grade, plata Z� uniformly with a Loans handle brush. At Least 24 hours must elapse between coats Tanks that are not retained by Texaco shall " jvnked. Before junking, the tank minimum clean topsoil, fartilixe and install grass as indicated on the C&P. with overnight drying of the final coat before the concrete area is aced. GENERAL COttDITIONS shall be retested for explosive vapors and, if necessary, rendered gas free. A sufficient number of bolas or openials shall, then, be made in it to render It L-7 CULV Clt7s :JVD UR1►INb: Stock Solution: One gallon of 151 stock solution, a quantity sufficient for a unfit fo' further use. __�___�_-_-_--- 3-cost treatment of 100 sq. ft . of the average concrete surface is obr.alned by General Condition• of the Contract are harebv made a part of these specifica- tions to the alae mutter as if booed Kerala. The Ceaeral Conditions shall apply �A.IAOF DT1DE3l1a0lJND TAIt[S: All culverts and drains, cutch banns , etc. . shall be installed 1n accc.•dance dirsolving•2� poacd$ of !lagneslum Silico-Fluoride in one gallon o water. to both PT-Las and extent ifSubcontractors as well as all a Conarrn. � with the requirements of the State lighway Department or governing local ordia- >rlrst Coat. Ota part of c_be 151 stock solution diluted with 2 parts of water. Men a tank to to be abandoned in place, tee (allowing procedure shall Us car- antes and regulations. ried out. �tLCIFICAI'Ie�$ Tm the event cul.orta, catch basins. headwalls, etre , in addition to those shown Second Coat: ]<qual parts of beet solution and water for normal peaetrat oar. Rembuva all product as completely as possible ky using a hand pu.map with auction as the plans are required , contractor shall determine the additions and/or - hose or pipe extended to tank button through fill pipe. changes which will be required and his bid shall include such work. This shall necessary. and Final 1 on Two Porta of base solution to one part of rater. Schee T' ese specifications, together with appended speclflcarYons and the drawls s are include any necessary increase Ln sizes of units as well as changes in locations aocaaeacy. ase l51 volution straight . g or numbers. in no event shall the drainage system be less than as shown or. the IV-9 FW)(DAT 00S: intended to covor all material (except that furnished by owner) labor and equip- All product removed froze tank and pipelines shall be placed 1❑ suitable con- ownt aecesssr-y for the MACO facility complete and ready for operation. Al. owner 1 tainers. Usable product shall be transferred to storage designated by the plana' work shall be In compliance with crate and local codes and ordinances. of the product. Unusable product and tank residue shall be safely disposed of footings and foundations. where shown, sl'all be concrete , extended be, uv frost im accordance with governing air and water regulations, 11 - TE?QOK,►,l_T_ L?_1_L_I_T:F.S ' 1 or to a depth 1t,elvw grade as required by ).oral codes or ordinances , or u L . nary for good firm bearing. No footing shall be placed on new till. An- All concerned ars cautioned that the plans and specifications are designed for � V � Cho alta shall Se accurately sat co receive structural atrel as acquired. general applications. The General Arrangement Plan must b• consulted for those Dig down and disconnect all pipelines erupt vent line which shall remain until reriations which are applicable for any pazticular :&cation. Unless otharw•iss tank is filled as described below. Thoroughly drain pipelines as indicaaed, u.d II-1 GE.`+FILAL IV-10 YOM:zhown on the Canoral Arran;ement Plan. the standard plana shall be used. cap open cads. --- f 8 'LLDING CODES: Pill the tank with sand, using all openings. one at a time. for Chia purpose but General Contractor will make arrangese;its for and furnish, at his own expense. Contractor will f.ainiab all metal lorti where indicated on drawings. plugging those not in use. Finish tilling with sand and only &a much water as all water, electricity and other utilities for construction purposes including DU ST and temporary toilet. IT-11 : ( ` ll features of the design and construction shall comply with the local b.,il.ding is necessary Co spread the send and completely 1111 she tank. Continue filling telephone until tank overflows. Other inert material say be used in lieu of sand when Central Contractor shall provide temporary electrical service. This temporary Ceaenc d,,,cin;, to dry up standing velar on rev concrete . will not be allcved. e^alations and/or other lawful or public regulations �.bich apply at the Inca- required by local code. 1 :inn. If my features of consrruction a.$ shove nc Lh* plans or in the 3peci- service shall be 1120/240 V.A.C. . 3-Pira, 20-amp and single pF.ase. l ' !c .tions do aot zanf Ora to the regulations , the Contractor shall notify Texaco Disconnect vent line. cap end of line and plug all tank openings. IV-12 SA'.x IITTT'+�:: .a vrttiue if such dl3crepaacy and shall base his q,,otation and work m features _ ! c-^3t.z,ctim which do comply to Said regulations. III - I!-40VAL� ETC. OF UTILITIES No [;tt shall Dt allowed fn the vicinity and all precautions shell be observed 1 Tn the event that the Contractor perform say +ark contrary to such lav•. ordin- during entire procedure. Contractor shall savcut existing concrete or asphalt where squired Yvr new con- crete work. 1 anCsv, riles and rerilati ns . be shall bear all costs arising Lherefras, LII-1 GAF° •� j S LrM S T I Tb 7 I OM OF MAT J1 I�►LS: 1tT-1 ' --- - General Contractor will arrange for and pay for all costs. if any, incidental to V - TILE +hone -:.acer!als, apparatus, fixtures or [actings are described under a specified lbs re;:oval or i�lucation, 3s shwa oa the Cameral layout , Grade Plan tad/or ' ers -A shall De apparatus, as titin the value character , I - CLLaRING AND GFADI2(G Survey of utility ?ole$ , fire hydraucs, s:reec drains or other municipal andlor T-1 TILE_ 9.I: g quality, sufficiency and 't ^lard o[ the art:clt +anted and bids shall `e furnished vm this �asim. ;Z3e utility ca�,sny service Snscallatioos, unless otharvise specified ;n addenda. a- Floors to be tiled when installed bl geatral contractor shall be prepared is stallat_,on sh111 be =Ad* using the apecified items in every instance unless 'escribed af�,ve under "Floor Finish," Tile shall be A-erican Olean. number, :ubetit_`;on of an equivalent is author Lsod by Texaco's Engineer in writin; j prior to the Installation. Where the words *Neal" or "approved equal" appear t-1 Ci-F�RI21C: tV - CC!1Clt£TE 'aOI:L (BT_CQ(ERAL C4ttTltJ►�'TOIj site and cc.lor as s,ecifierd mplans )r approved equal. in these spaeifications, the 1ud"-tent of ':yarn's T_ngineer shall gover:, and sub- Contractor shall completely clear the entire site. including neutral gr�:unds ititution 7uat be authorised in wTLttnj. along the right-of•-way, as well as the area within the property line. :there tV-1 Ct1'(EXAL: 71 - ASPP-kLT _1CR1[ : A-RANTL2• trees, buildings, utility poles, bydrants. etc. . ars to remain,, these are so designated on the Cenaral Arrangement Plan. Ot"erviss , remove and/or relocate. Crneral Contractor will furnish, thoroughly mix. place and furnish all plain and V1-1 ASPAALT PA_VLX: Any defects -+ x9 dcvalop within a period of one year after final acceptance by raise or /aver e.inholas and motors, catch basins, trees. poles. fire hydrants, retnfocccd concrete work for footings. fe,,ndatloa valla, piers. floors , driva- - Taxaeo +hick ar3 Aue co t'aulty ver anahip, use of interior mw[orials or fellows etc . All items removed (including underground [antis) becaoa the property of the rays, pump islands, yard slabs. vall". crirbings, rotaintmg walls, etc. . roqul.red Asphalt drives when skated un the GAT shall be installed In accordance with fto eeapact till aacerials properly shall be corrected to the satisfaction re contractor unless otherwise stated on plans• to. ccmplate the facilities, to dimensions u shc:.m on the dravings. Contractor the attached specifications SUS-9C. l Teetaeo by the contractor it contractor's awn expense. 1-2 set accurate).'• and be resp•nsiDle for all bolts. mleevan, etc. . and will L-2 EXCAVATION. eoo,arate with all char trades. No footings or foundations shall be poured 5UIT_DL`4C LOCATION: before a fielJ cc.eck 3y owner' s representative. _VII - ROOF DIC[I21G Contractor shall perform all atcessar7 aycavacion, resoving all excess soil from Contractor shall astabliab batterboards for the building line .and 3rade before the site, for the general site area, for building foundations. underground stor- VII-1 GK-11YRAL: age and all other areas required. ';here necessary. install and maintain shor- LV-2 CONCR_£I`: _ tion, co-jilt tion of the building. In the cans o[ a cc_panyts pr uta- ing, bracing. underpinning or sheet llin to protect adjacent buildings or pro- All roof docking end flaahin will be furnished and installed as shown on drav- tio�. Tzxaco +ill d.ave corrars properly marked by statics or acm.:aent� prior to g ! P f P [ P j [ P ' �_ � [ [ :wariin= contract. T`�e contractor shall be responsible for maintaining such party, securing the ?arulssion of the niers of such propartles and settling eau All concrete will be 3000 pat @ 2t! J.ys e3dy--six. No concrete v1.11 be e•xptisd tr-&s and a spdctfied. "lost" discharging all c.s!s made against Tax.aco for loss or damage to any property frog six truck after Il hours hove lapsod since the time water was added at the corners tion,chrouhe s the construction at all tines. Lt a corner t lost during resulting true the contractor's work. Io addition, provide necessary barriers plant. no retempering of concrete will be allowed. Concrete will have s"Imum VII-2 ?tETAL MkTHENC. .:enatruccivn. he shall haus a:s}e immediately replaced by s competent surveyor. � " cv>:TF3S AND D01.1iSPoyTS: and railings to protect the public. 911.,V of 4 . Concrete will not be placed at temperatures below 40' T unless PIIIAL IN£PWTIUX kM ACCEPT.U" otherwise directed by ovner'a representative and protected with necessary admix. All flashings. coaanter flashings, gravel stops, gutter and downspouts will be Whore existing soils are of ic,-sufficient bearing capacity to support loads, the Concrete shall have Sit sacks ter-sat per cu. yd. Quantity of water not to exceed furnished and installed as detailed on the drawings. E1.EMICAL SERVICE: contractor shall remove such soils fro: the site to the depth required by the S to 6 gallons per sack of cenent. All fob six concrete shall be 1 :2:4 machine ------- plans and replace with satisfactory soils or materials as hereinafter specified. six. All concrete shall have 2% air entrainment addiCiv-e. Cc.ntractoe shall maintain 220V (1 or 3 phase) ?over service until pumps, air I-] STRIPPL`(C• IV-3 E7CPA?(SION JOINTS: _ � � flaE MARSHAL OFFICE repressor, air system, lilts (and water well pump when required) have been — k--~ - CITY OF TIGARD NpLATIN VALLEY . , s] tested in oporatlou in the presence of the Engineer. • " ' S�:ripping shall consist of the excavation. removal anal satisfactory disposal of Where expansion ,joints are indicated, they will be of 1/2" asphalt Appr+pvedl,,,,,,,,,,,•„••,• t,�}.— AppppVEp . . • - • � � ' � ' ' all humus. vegetation or other unsuitable materials smco-joterrd within the top impregnated material , not to exceed 30 ' centers both Nays , and each CoidltionellyAprrovnd.... � AUYppPROVEO Contractor shall continue 110TI-phase service and test floodlights and have ti- three Inches of soil Ln all areas within boundaries of site. 20 to 30 feet of curb.ng. Far only tt)e tivOr ........� CC)NDITtON LL�,lyq 19 NOT AN APPROVAL OF PERMIT NO. __ � �O� � okiissowy oA OVEimg OH”' q nal adjutment sada in presence of Texaco Engineer. `E9 NOT N Seo leder to:Fc,<',, . . L-4 CRUBDINC: l }: r( Contractor shall maintain water iervics until acceptance. Contractor shall LV-4 F1EINflORCI"IG: Aft~,�„•,..,.,.•,••,•....,••,..•••••••••,••,.•• r '. E clean up building and premises and shall keep neighl,3rhood premtsas free of aa- r Stoups within driveway are r ao shall be reved to ♦ minimum depth of 18 inches. tarsal, equipment and debris. Stumps within building ares scull be completely removed, All reinforcing bars. wheaever shown or specified shall be deformed bars. All JobAddr 3n,: .// _( �U�T� AL'ND F-4.OVAL OF VVI)MCROTANKS: floor slabs, platform wheal guards, islands, etc, shall be reinforced with one --- L-S FILLIING AND BACK.FILL[k: layer of 6" x 6" x /6 wire mash. Concrete drive areas, approaches and ramps By: _ pD10• �� Wan the Central Arran Cement Plan calls for the ret�ovaL of existing �.,ndorgraund shall be reinforced with /3 bars at 12" O.C. both ways. All steel to be tied _. _- _„_�_ y (1) General tilling shall be made using soils and xaterials included in and all mash and steel to be supported 2” orf bottom by chairs. Plnnually pull- tanks. the raaovsl of said tanks will be performed in accordance with Texaco Croups A-I-a, A-1-b, A-2-4. A-2-5 and A-3 as classified by the O.S. Public Wads ing steel up not allcvtd. Spectf;catiobs iT-1 •-hic.b are m+da pact 1f this contract. The tanks will become Administration. Attar clearing the existing surface of all trees, st'laps. the property of Che contractor and contractor will be Required to execute 5-343 grass. brush, etc. and where necessary, removing existing soils which are not of IV-S CONCRETE PAVING: REVISED till of Sale for $1.00 for ovnership of the tanks. sufficient bearing capacity as manticned atiove. the tow fill shall be placed in uniform layers not to exceed six incher (:r)oee measurement). Each layer shall Concrete drives, approaches and rasps shall be 6" thick, wood float with light worm se.•s.o.e a. bars &sero be compacted to a dry density of not loss than 95 percent maximum Standard ?roc- broom finish. Soft spots in subgrade shall be tampered or rolled to firm be'r- 1t;.if�VAL OF ABANDWMEXT OF UNDERGROUND TAKES - for Density (AAShot-99-38) . with a !iheepsfoot roller. Ing. Concrete sidewalks shall be 4" thick, wood float with light broom finish �Ev�<�0►�S Fr�K pi✓eMT h^Tt1 d E't3� — or as per local code requiramenes. Curbs. islands and platforms shall be in- The required feet and ground pre3sures or aneopmfoot tamping roller shall be as stalled as shown on plans with dusted on monolithic cement surface. steel fol lova: trovelsd to suooch finish. After removal of forms, vertical surfacom will be R) 1uVAL OF 1R(Dr-xGRUUND TA.4KS: r grouted, steal troweled or otherwise treated to present smooth dense finish. AAEA OF TA?(PINC CROUND PRESSURE All islands and building platforms shall have 11" steel curb facing. -- --- - '- -- ile . S_( . LN.Z'srt uncovering or disconnecting an underground gasoline stora`e flak. the TYPE OF SOIL FEETLBS. PER SQ. IN._ IV-6 FLOOR FINISH: conteritl !hall be pumped out as completely as possible by using a hand pump with Sandy Soils 10 to 12 SO to 100 _- -- - -- suction Kota or pipe extended to tank bottom through fill pipe, Silty-Clay Soils 7 to 9 100 to 200 Concrate sub-floor shall be dusted on monolithic cement with a rod (broom) fin- AL1 product resio,�tp4 from tank and pipelines shall be plaCc+d in suitable con- Clay Soils 4 to 6 200 to 400 Lab and shall be level and true to a tolerance in plane not to exceed y" to taicers. Usable produ;t shall be transferred to storage deslgri,ated by the ovner 10'-0" (except for areas that are sloped to floor drains). All other floor$ to --------^- - —` of the product . Qnusabltea product and to-k residue abell be sagely disposed of Each successive layer of fill material shall be compacted as indicated above. be dusted on monolithic cements steel troweled to smooth finish. Floors of rest in accordance with gavorning.air and water regulations. The final layer shall be compacted with a rubber tired roller. which shall have rooms and mini-store shall be ceramic tiled. /'a a weight of not less than 223 pounds per inch of tread. TEXACO USA After uncovering tank, disconnect',41 piping and plug tank openings. Lc-••a one opening to serve as vent. Drain al!` bnnected piping and plug and open ands In areas which are too small for, or inaccessible to rollers, tamping equipment FIELD OPLRATIONS WEST of all pipe that will not be remove consisting of pneumatic teepees or vibratory compacting equipment shall be used LOS ANGELES, CA P P r¢ ` �d. to obtain the desired degree of compacti.a. Altar the tank has been raisp(I.tias the excaysktj sn, remove all plugs, roll tank All soils shall be sprinkled during the eo,.paction process to Insure obtain`.ng to place openings at botteii %nd drain ccmplete1j.,'-qrough all openicts into a suitable container and dLagose of drainings in aeeor� E6 existing lava. ordin- the optimum moisture concent. GENERAL aace-t and/or regulaydptis. 4 During filling. the contractor shall, at his expense. furnish Texaco's Fnginser CjAT IONS .�. SPEC � , a minimum of two compaction tests. taken and certitl.od by an independent Li- 1Y Alter drain! , '1roll tank to opening up position and purge b1 Dae of the fel- tensed Engineer or Testing Laboratory for each successive eight-foot depth ofNCAA, arsvren •rrwo.+ee loving meClltidAs fill installed. wuew aa. sen 1with and overflow valor until all vapors are ezpallod. R5.2-83emade eater Where special subgrade fill materials are required. see other sections of the � tsu►ceOe. stint f �� and dispose of draining@ in accord with existing laws and plug all opao- specifications. / ing@. .- �. sus sC i MAP- PERMIT NO . BUP900167I OF 37 j 9 '1 f� lil ill 111 ill 111 Ili �l! Ili II1 Ill III 111 Ill till It 11'1 III III Ill 111 IWIII 111 fl� tlllllt 1111111 Illllll IIIIIII II111I1 II11111 iltl!!II Illlltl IIIIIII{1111111 11 tI I I 1 1 I I I 2 3 4 5 6 7 8 9 10 11 12t NOTE. IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ; r THIS NOTIC6;•IT IS DUE TO THE .QUALITY OF THE ORIGINAL e _ DRAWING. - - Of: d2 In ZZ 9Z SmZ VZ CZ Z2 IZ 02 61 @1 4.1 91 S I tel El 21 11 01 a 9 L 's---' --Ir tl;--- Z lanis" 1•... 1101bBRUARy In 28 19 9 2 2 4 Will - FLUIGINC A FIPIIC II-3 1ELCSIICAL WRR: the piping • stem to be installed under this section will include product and -Mos, P D ni 7 ► 4'e1 •lesrg "dttkYrgr seem < �tleied wed-44adsfrf7Ma{-wse�kN* vent piping and applicable vapor piping ss shout M the plot plan or covered in -"&— Will-I GEMEtAL: Shell be Laurelled /n accordance rich specifications of the national Lenard of Che related piping drawings. Included are appropriate connections and appur- cod-N--L�ws� Fire eodar,rritnn, Local ordtaancan mad name and regulations of electric ser- rent** to the installed a uta nt In the complete system. e. --�-�-- —'_ A -NWLace system of plemblaL sand ptpinS will be prery dead teed I>•ta1Ld u shown vice an q pm• nap P t• • andecgrmnd - _ yNrir� +iM- M that drawings sed r herel.rfcer spe1fized. the Gerral Cwrrctor will do company. Conks, per should dispensers"forts end (plot cad tarot antro( or no fco equipment . �t go wooa�� 660 a-_- &Il smcasHry tremchlag need bacleff111M. Beckf111 will be clause septa or nand. Looks ccot should e@ for co the plot plan for tab. orientation of coonscttons •r Ll•ctrlcal tort shall Lclmde all sort shorn w drawings for buildings, can- can" sed pipe tkaaes for pipla5. 01mer -lestotWr-yesr+d- gra+ resp cladecs. Lail_ SOMM or met clay. Cem[raccor will obtats, d pay ter spLns, yard Light Let, 04141 wad equipment completely sired, stamped and Ian- "t now 411 1`411dis. Sssp ctLoMs, dgseita, etc.. "Cumeary for the wrk. All pork will stalled. ready /ser aperatLws. NOTE: Lo mot tut fiberglass cants at pressure higher than S p1. The Iso deme Is etrtct mccotdemns writ, stats sad local ee4s, regulatlema sed media- 50 psi Co for lines why. seer. any awagents nw ildirlal ts eltong fres my devutlC. the owtracc W1r1n5 to yard lights. nigaa and equ Lprnt shall be Underground SAl•em1sN nap- timing, wi�wCo�py rShould CAl contractor rwkeee Obitibis ta rasp ll the sheet =A --I' drarLgs seed cher spmeifi"tLme due to codes or other ro"tneehate will be dell set.e� size 3/4" Liranr. ••LI-1 PIPING I(ATERIAi3: bersam ti Contractor. sheerve that following procedure. II-4 YIII7G: Standard sucttw/pnaotre end wade rgrowad emac sr vapor piping shell he 911der- Flfi-3 FLOlOIIC: writers laboratory, Loc. ME.) apprwad. Ciba-Geigy Uvaloy 3000/1. or The 0omtrectar shall Kemeve from the Fop ouembl"s the earerectable, ration of (1) All yard wirlsl well be in rigid condult, GLLniav 1/4" and a mpt In scar- A. 0. faith - Inland LED MEAD 11, molded fitting• and adapters. Fill pipes the pump need piece chose portions, Of [hen uhemblLes In a• more and protected Provide Complete water, savage rd drainage system In occordance with drawing, ye room and except where tadicated as exposed on plans. All drop to witches, and other vortical risers at tanks, that risers and risers ander dispensers or place tumefy nsponatbilicy for Chair safekeeping. The remaining portion of and SmOmimg Codes. Punish Y' weer motor and with 1 shmt-eff. In- receptacles, panel boxes, etc. w walla shall be concealed. All other wdriy vapor equipment shall be standard alvanlsed steel ng the peep goads shell than be installed oo the tanks, with piping and sloctrlcal Lap supply S pipe with flttl • ataddecd •tall a qtr distrlWtlr n•nlfold with a stop and wast* valve 12" &%ova tin- will be exposed We sides of Mems• smile Or "ilia{ and lona to • meat mot or- Solemnized malleable Iran. LnlvanlaN malleable Iran unions. where called for ceaaoctior beta& completed thereto. The cwtnenr shall install a steel corer Lobed floor. Water IIsa@ 0411 be type 'I' copper nbLmS, E" diameter from r- Orly eorkazaalike, manner. Underground conduit wad cooduit that to installed to r the detailed ravings shall be ground Joint construction with brags/brass plate and rubber gasket over the open par-tion of each pump bead adpnesa to por- ter to amanifold, with on moldenwt Joints or sem balm concrete floor slab. no area up to a level of eighteen inch** (I8") above the floor will be rigid, meat, 1501 for above Second and 250/300f for bel" ground application. tor, the required air cost. Line size to fixtures and outlets as specified can drawings and pipe and fittings heavy wall Saltenized condole. Carefully room out the inside of all cmduit required shall he type IS, Copper. arta cutting. 91-4 PIPING ENSTALLATIM: 1II-3 PIPING: Flli-O MOS2 LILSS: (2) Suba.erged gasoline pumps will be wired to Class 1 , Croup D of the Nattomal fiberglass Pipe - Storage and handling, stringing. Jolting, Leym r and proper- All pip(n9, flttinga, valves, etc. shall be funisb•d and Installed u aceaaary aoctric Code sml in Kcordanca with pap aarufactvr•r's specifications. otion for installations. nttiy, tapering, ►oddly, curing, adaptors to •real to prerlde a complete Installation as shown on dravlags. All work sed material 1"Call garden be" ►ibbs where show an drawings. there Indicated on drawings piping or flexible connectors shall he In Kcordanco with manufacturer's in- shall be in strict accord"ce with local And state codes and ordinances or called for. Install 3/4' moa-frame@ wall hydranca with br"s cuttngs and (3) Contrsccon will nee " approved thread compound On all cooduit Joints. strwctions or recoma"ations. Contractor asst be femtltar with such practices them., pieced feet plat,&. Ohm indicated In landscaped ant, IN" yard out- Thread of buried or mtd�wr conduit will be funded after makeup with Clyr"l at sed procedures and follow saw "lass pertain Costructlons which are sp•ci- 1. Casoltr Piping: See Section II, Tank Installation Drawings and vapor Lal- Les& shall be provided with mese-proe,f scop and most@ cocks. thea will ►e other "mala Preventative material. glectrical conduit passing vithto tvronry fically covered In theme speciflutioa. I.e. . pipe burial. moo to M at vara- anctng Drawing, (If Vapor Reloading Required) . futmlahed and installed by General Contractor. feet of guollne dispensers or cu Leet of my teat (111 pips will be saa1N at secs. In such mass, owner's specification will be followed. 2. All special Somalia* fittings, fill boxes and valvas shall be furnished by owner end installed 67 the General Contractor. 91IId DRINKING FOIMAII: both ends. Ail "connected Alpe ecub• or tens shall be protected during construction U-5 MATERIALS: against the intrusion of dirt or other foreign material into the piping systu. Tarnished by ower and Lnstallod by General Contractor when above on las. Protective "pa .sed in shipping the a are suitable 1t taped in lace. IIII - CONNEMON TO UTILITIES (BT GENEP.AL CONTRACTOR) F Lm[ec to Equipment List and Addenda [o Specifications to determine nomber, cagy* p DP '4 PLD D P 7III-5 CCWLESSED All STSTEM: and manufacturer o1 lighting fixtures and who in to furnish. share repair• are (rand to be required during emstructlw or after testing or All wire wood to be painted to match finish of surface It is mounted an, inspection, the defective portion of the piping shall be removed and replaced III1-1 GENERAL: Famish all material "capt Iter LuraSuhad by ower And inacall compressed air with appropriate ow pipe and fittings. Repairs such as a sleeve-type line Systemc _ti lace, inuludiy squtpme•t it accordance with manufacturer's specl- patch over a damaged pipe or a glass cloth and adhesive buildup over a Joint or General Contractor will provide now connections to water Coln, sewer linea and flcaLio". Pipits shall he 11" diameter type 'I' copper run u"argrmnd with m Q-6 MISCELLANEOUS: fitting are not acceptable on dem rock. pe ssniu, mloes oche rvl a• Loud on Plot Plan or Addenda, mem ar Joists with a valve at eseh outlet. In lateral, piping shall be Ln- Install lightlag flatness as sham on drawings and as follows: stalled an In the &area meaner a indicated for the Sasollna service system. Upon III i-2 YATF1 SUPPLY: completions, cant air system is presence of the ower or him representative with Under Canopy: Ga sps:ifiod on detail plan. III - EQOIF203IT INSTALLATION a pretence of 173/ per square inch for pro hours without leaks before acceptance Un•meal C'ontrKfor will (serail new water supply from water ma!o to meter to and before baekfillLng. Roo[ Ott rhe: V specified on detail plus. 111-1 GEXMLAL: accordance with local regulations. So existing water connection will be uses mleu specified Co Addenda. New reser supply lice for ocher facilities will be T111_6 UAM WELL: Properly install all equipment as sheva on the General Conditions it strict ac- Dot leas than 2" soft-teepred copper type 'L. ' Provide 1" service. Selaarow_ , Dara, Retailer Office and Storage Arse: Aa specified on detailProperly with manufacturar's details which ars considered a part of these spetl- Wh•re Clean• potable motor of aufticl•at supply is ant available from the tell- plan• flcatlons. ui nt will be tasted and left in a Clea and satisfactory W Da• may opera[- TayosN water line will M type 'L' herd-tamy*red copper. General Contractor Ity vis, contractor shall provide a water roll, complete with necessary pipe, SDg eondltiw. will install and pay for the water motor and send receipred invoice to comer's tractor Pump, motor, tank Controls and accessory shall Receptacles: Central Electric /1065-I throe pole or approved equal dupla ry equipment, properly •lsctrlully wired rapt maids ep-o If rt•t cannot ve purchased and soar be leased. ed invoice outlet with Drown a area.out[ 6" above floor !n sal*sroom and 4'-6' above floor L wether-proof rigid conduit and properly connected to water supply system, to - •• t S/IS/ll will eek: deposit at his coat it owner's nsme, submitting the racelp sed invoice Provide 30 98110" per nine•, masian demand, 600 gallons per hour oorael da- L bays and storage area. to the representative, together with complete Stforo,ation concemini [arms of Mrd. flow of eleam. potable rater at SO psi, •Lohse and 50 psi. nexisau pres- Exterior Receptacles: Ca e -al Electric /4065-1 three pole dupla outlet with CE III-2 FIBERGLASS TAMS: lues. sure at the moat dlntrt outlet in the station. In so case shall Came be less than 100 9811011 "PoCip. Where paR� motor to off or greater, Co•tractor 9197-9 weather-proof recepcau ae cover or apprm•ed pool-.Dune O-6" &hwa plat- shall funisk and Install M approved [ form. 4ndthog: Tan" should cot dropped, rolled or impacted. on ILII-3 SEYII: pp rye H Feet is •tartar. Contractor for to Ano smooth ground chat L fes* orr rocks and foreign objects and Place tchock for mill tetter tested by applicable Streaming authority and supply owner with Certificate read for ins tuom Lnd -allatlon. When high winds are expected, tie tacks dowith min. w waste adrain lines shall be arra heavy cast iron 6' out from all build- Issued by said 9o•erameat authority statim/ that water is potable. Switches; General tlactric /5321 or approved equal mercury type with ►ren 1 ewer. II" dim. nylon or Deep rope war each tank sod to stakes of adequate site, Use iys. From, Ihe[ point on standard nuc Iron pip with Inns, •ants, cLenouta, All t nenta o[ the water system '.all he installation lift lul(s) to lift tanks. Use spreader bar to insure lift angle etc. u required by local ordinance or 1s show of drawings shall be used. If 0mp• protected from [Coaxial by locating of at lust 45' on 15,000 and 20,000 911. tanks. Cuide tanks with guidelines. permitted by local codes. PVC pipe and fittings may be substituted for the &Dave the pump and motor in a manhole at least six Inches balm the frost line, bury- 1 - HEATINGyI117IUTINC AND All CONDITIONING IORIIW maa Do not use chains or cables around tan". Chock capacity of lifting equipment than installed is accordance with manufacturer's speciticatio . Provide proper Int all lines balm frost line, insulating all uncovered lines ops locating the , prior to lifting tan". slope is all piping to prevent accuaulotloa of sediment. Comic• rest room tank L"idm the storage area of the service station Wilding. floor drains to sanitary sewer. Provide clemnouts at base of all risers , at I-1 CENEIAL: gad and Backfill Fater Ll: Use a pee brae dock type material having naturally changes of direction. etc. Cleanout@ shall bate flush bradeck plates. III pipe and fittings to be [fie '[' copper, insulated from steel or Iron rood• a re ata, clean and free flowing,{g l I {, with particle sire not fan than l/8" valves, etc. Supply to and from motor and to wash bay shall be ane loch with or mon than 3/4' in din. Ston or crushed gravel with angular particle size If m sever system is available, connect drainage to dry well And plumbing to a 3/4" to fixtures sed faucets. Lo Joints It the copper lines v1'1 be balm fin- (U Unless otherwise noted on air conditioning ylan, fabricator L to (canine ant less than 1/8" or more than 1/2' in die. , clean And free flowing, lab slab level. all labor and material necessary to complete the entire installation of the {, setting seri ie tank or cesspool sewage disposal a7atem to rpuiud and appro ted D7 local heating units. air conditioning units or combined system, except as noted hare- all MIN C-33 specs for quality and soundness, may be used as an alternate to codes and as sbovo an the drawing,. If on, sever is available, connect drainage to dry wall And plumbing to a septic after. Refer to fixture schedule for specific systee including type sed cepa- pea {ravel. tank or cesspool sewage disposal system as required by local codes and as shown city. Testy: Immediately after receipt, tan" shall be tested, above ground, at on the drawings. 5 psi for ma hour. fittin s shall be soaped and checked for lata. It is lo- Roll, plumbing and water connections shall be accurately located to Hutu* !i:- n (I) The system as show on the dewing will De Installed in strict accordance D i D al with state and local ordinances and to the requirements of the applicable coda Papeete that in transit damage or manufacturing defects be Identified to take advantage of the manufacturer's warranty. RAttat tan" if they are dropped or tures at locations show a the plans and with reference co partitions. o[ [aa National yore Protection obtain Association and accepted first pies s. Equip- F D practice. HVAC Contractor will obtain end pal for all [paired persica. [quip- Impacted prior to installation. rot will bar the Udderwrlter's label. when the type of equipment is so listed. Contractor aAa11 asldtaln water esry lta until all systems including car tome (if Setting Tank and Backfilling: Sec Conk truly level on 11" bed with center line included) have been checked out. uC tank flanges truly vertical. Pour backfill completely beneath the tank and (3) Yining to heating system components will be by the ((cent] electrical con- " tactor and cat's to Provide good support, If Dallrrt 1* requited to awe tank In vtt hole, add only enough rater for negative buoyancy, neva[ exceeding the wte'. II - ELECTRICAL PORI level to the bole. Use the lifting cable only to hold tank in position and al- I-2 All CONDITIONING: II-1 GENERAL: lm a I.e enough aleck to that tut polls slightly xcess while stresses widen{ ballast. Lifting The foregoing general clauses will apply, as will the pertinent sections of the thele 1.s, to be carefully [coded to Fewest excessive ive st ressu [moos leve(crit( In above specifications for hosting systems. The installation will, in the tank shell. Unless otherwise ootid on "Equiprnc Lle[,' furnish all labor, material and p [ Y genet( , equipment neee,ga for the complete Installation of all yard. canopyll hts and conform to the requirements of NFPA Standard 90A (letter edition) . CanttACLOT ry [ will adjust and balance system under severe operating conditims and !f it is a CAUTION: UN NOT PUCE TAMS ON TIM]BERS, TAN BEANS OR CRADLES. R NOT FILL TANTS ewer wiring, telephone servlt: and driveway signal conduit. Including •11 the J T p { ONTIL BACKFILL IS TO TOP OF SANS, EXCEPT AS NOTED FOR YFi HOLE INSTAL- required conduit, wire fittings, stt. • as beveie specified And indicated on the combined heating and cooling system, with post change-over Snstmctlons. LATION. Electrical and General Laymc Plans. I-] COMPLETION AND ACCEPTANCE: Anchoring: (Where required by water conditions) Hold dove strap rib locations (1) All work oust be doom in strict accordance with the National Electric Code Fme indicated no tan" by terms. Des fiberglass anchor straps of designated end local codes, ordinances, regulations of Electric Utility Company, etc. Any Entire teat ing toataliet too will be completely adjusted and tested alter tom- ribs. Do not ass strips or cables between ribs of tants. Anchor points most be additional costs resulting from Any dwiatlm from the drawings and these spec(- pletloa a:.d left in a satisfactory operating condition, and owner will be {Sven 8'4" speed across the width of the tank on 6' diameter tanks, 10' apart on 8' Citations due to codes or local requirements shall be bone by the responsible by the contractor, a written manufacturer'@ guarantee covering all wat•rial and diameter tanks and 12' apart on 10' diameter tan". Anchor points must be contractor. To General Contractor, give all requisite notice@ and pay for all workmanship against failure for a period of one year after acceptance. aligned with designated rib for hold-dor., straps. Deadman anchors at lay necessary licenses, permits and any other fees required for the electrical in- alongside tank. scellatloo. Contractor will include, in his price, all required ricin{ for has- ardour are". II - CASOL2ME PIPING SPECIFICATIONS Double clamp vire cable around desdman and through end of strap. for concrete II-1 GENERAL: pads, anchor bolts most Lis embedded It concrete and the and of straps attached (2) All electrical matarCoL and fixtures count bur the underwriter 11beL and to the bolts wit wire cable and doubled clasped. (Be sure there 1s, a attisum 6" REVISED an completion, a urtl `lues of inspection acceptable to the Rational loard of The contractor accepts full responsibility for proper handling and installation bed he[tam concrete pads and ten"). Chance anchors can be used to anchor ,,,\,e snevn.m a. osn nests Underwriters will be out ,robed the owner by Canard Contractor. tanks. Size, cumber and type vary with condldoas_ and are the responsibility of of the fiberglass piping and shall insure that good workmanship practices and owner. Attach anchors to strips vltli vire cable and double cls p. Use minimum O) Provide end eke tem ora coatmcdon procedure, are followed throughout the Installation, regardless o[ I Testing of Gasoline System CBM 219 1 ry connections to required operating equipment at Y. steel wire rope nd ole" thread diameter turnbuckles. (Refer ec detail . ) the lnclu,Son or omission o[ any applicable suggestion id these instructions or qtr L "!sting [a<111ttu when a rebuild project occurs in • manner which will cause ' _ _- _ the lease interference with business operations. Cost of temporary service to on the drawings, Owens Coming fiberglass tanks are shipped with complete Installation inscrvc- be paid by Genstal Contractor. The Central Contractor to provide necessary tem- tions attached and they are to he Installed according to those Instructions and — porary service to facilitate construction whether project !a rebuild or new. Unknow situations or conditions not twered in these instructions are the re- NTPA 10 and 31 and any local codes that may apply. sponsibility of the cortrsctor. Manufacturer's specialists are available for -- consultation. The presence of owner's or manufacturer's representative at an (d) ific completing the Colltclon work, the General Contractor will type cereal[ Testing o[ Gasoline Szat": identification cards for eirruica and attach •ane !o • •c* provided ed oo anal. propel(i ata lata don not relieve the contractor of the responsibility for • SUS 100, SUS 101, SUS 120 a SUS 121 . D D D proper installation. Refer to gleeetr. (5) All rail swltchas and outlets will be mounted 4'-6' above finish floor except where d**ignaled otherwise. The contractor shell be responelbl, for proper safeguarding of the installation and materials and equipment store,, on the site to prevent theft, vandallsa or -- Ix-2 SERVICE: damage' - See Electrical Plan and Sc:.edules for service required. Minimae (without car- •I1-2 PRODUCT PIF INC: wash) in 400-amp. 120/240-volt, single phase, 60-cycle. Electrical and tele- TEXACO ONS UWESTSA phone service shall be brought In underground. Electrical and telephone to gas Install pump, , dispensers and product tan" , toFeth•r with all piping complete FIELD OPERATI bar wast be underground. Service for both electricity and telephone will enter as show ad called for on dr vL-Fa and tar acc Drdanoe with local and state ordln- a the building conduit system through a service entrance up (Condulec Type F or oaten. Durint piping Installation and unto coepletlon, the piping ryste" shall LOS ANGELES, CA equal). In no case shall overhead electric or teleph"t be brought in, or wall be Leafed in the presrnce of the or.,rr cr his representative. The piping system buckets attached, to any part of the building except the rear wall. Should an shall be without leaks before acceptance and before backa1111ng. Tut to be GENERAL additional service pole or poles be required for overhead electrical service, repeated after backfilling is completed. 7vt will be to maintain at 50 psi but such poles may be installed only with approval of the Engineer. If overhead tot etre than 25 pet So- a period of two boort %:th to pressure drop. ,*"ice to specified. It will have • minimus clearance of 10_6" aver paved SPECIFICATIONS areas and will not pass over any building. All vire used on project to be s i 5/2/E] copper. Verify requirements with utility company. ova. aeeemna .e.wo.aa a.a 5.2-83 ewaeson — o.n SUS-9C-2 '. ��_-•.r._.�... '��` ,.:r�s'owr.o—..•�-_ ....:a,._.__—.-�.�wm ..�� .. s._.. ... .-... n-."-V!0..O1aa�l[0,•1aT aawY,waSawaR,�2Na1�� ' ..• ....Y - ' E � lr i'II(�i111i11 Ilf lilt(((l� f 111IIIIII�II1(1 1(I�I�1 I)l ltf i5l)I�i Ij'Illjl Illlllljlll�ll II I�IIII1)III)I IIIA(I ll loll ll I(I ilii II1I111 I(1�e 11'r 11 lollllll llf 11lll'IV Ill ltlil� I�nl � � t E NOTE: IF THIS MICROFILMED - l 2 3 4 5 6 7 B 9 _ 10 11 12 -- - ' - DRAWING IS LESS CLEAR THAN THIS NOTIGIT'It IS DUE TO JNE -QAALITY OF THE ORIGINAL v DRAWING. f ez Lz z z 12! Oz 61 H1 (1 91 SI mer l EI 21 11 OI 6 L L 9 S E 2 Isomm' o1I9z sz rIz , E1zt{wdnnlnxhnl�fttlNNlltnlhudml�fulnn�n,Ib�uulnu�nnlnu�uuluu�tu11u6�uulnn�unllw�Iwlcaul(ednu6lcaecalluubfff :wluD�lllluu�mllul�InNm ,Nlllllllllllllllllll II les HINxNn161N�N111N�lwemtNP�emMIM1 FEBRUARY 28 19 92 �, 24X ' 1CI�L�SAB SiST)�'p_Sc�QPY �NI�_� 111 ZVI - CLLAKUP AND FINAL PAYMUT �CENERAL CONTRACTOR AXD FABRICATOR) SMCTURE PART PR FINISH _ gr,xts AC Srxrl•M otcrMEELM Sian i Light 7 90 -04 )CIV-1 DIVISION OF WM: ZVI-1 CLEANUP: VaLs: !<ocin Q nark Gray -- Pee - - - - _ � �a tllWatf sip it1►La eRLi The owner, by separate contract with a prefabricated building Open c�oeaplar•ios of all work. the gasses! Contractor shall thoroughly clean any Modulo than White supplier, will cause to be furnished and erected by tabu supplier star bufldings f %aide end erica taclumdiag all fixtures end equipment by wasbing CDLeasa genre Q L d�iAU low.emsecm shall be lroalLeE b a emspe, r aepaatc pevleg a+reuecteW, esiag dkUl W rriiiil• Zweeco wo altar preaaecs Wail be am" el ms wailrla. cw+.e caw roller; a tstrem and polishing with a &oft cloth. Ratmm►a paint and putty and cl&&a all glias teat or ether mpP the complete canopy and all fascia materials. claw Of due wb4igrea• •bait �+ asumo•msptiAher witi� • e'"'►' areas. B 1 t tsmem Wall be Weed to eeopec Star Lago t ilea bees er.a�am eomr aerrrtat awf e. tearer adjacent sellae ll bo �or y iso VmccesaLble to a Weller. shall be carmpacted ■salla j O to l S Seises. Inca e/)rceec er fill l bees•, Qatar or ease: [Lae/ Objects, They contractor shall secure perlaits for the entire construction, sills sod bum eo+u�•ees6 wit* baed tarnprs -etoiag mot Lea` excludingthe building permit . Caro y supplier will furnish for ITI-2 PP�� Self-Sena Sign WSW bead r,mprs d ts. 'e••�■cam el m• • "'•� P COLON" Lo t i r a Q Black ttb.. as u 1 glial ear bamctf it l beralm t. ne�adiN Wall be god el Mn Berl*. &rl et Vr ewe 1. taw [tae rvM tae or this pur--,ose such pians as may bo- required. eh. of aha wpurtatreet. All equipment bas t a1 Led h the eco t rat t o r or b.L emnbcoo t r ac to r s ri 11 w tested smeter Smse�slap ar es7sml,r essranr. � �rii1 West tigers On building G *Atcb Building The contractor shall cooperate with canopy supplier by adhering to and clef[ in aatiefaccory working elder. iquipnent LsLatallsd by fabricator tau Remote Area G Dark Gray s. rwAaasms • g�•o1AMs AU amp 00" tali be femisw d ' at r Ret all "a"obte mtmmri.als w►es as srasrrt-r a predetermined schedule, preparing site prior to erection as be tested by fabric-star. ssstvw ar sudor 6arwt.0 seaesimbLe astart. La god Ste Sawa small be ►c+.RAc to suil-Pzre se•tla, seers. IaVa. airMaLt hereinafter specified ied and promptly performing such sub-contract • �'ei 1 WY •�,�r;W are". Salve bows. .cc•, as caller her, 0all ba caumtallt set me seat their p p Till Boles - Cower and two-inch band around hoses. •ere l�,mr elo►stira et t1w wap of de a"croaesfag p-"e`nc' work to the structures as must be done during erection. `— a,,lr,.d u++•�.. .t•� be v pceP'e "1'"`s" "tabow r' d • S/2/B3 Flro Chief Top L Inside Body Sona glue Rsatil bastecar •socreu ar�aera �W ar ae•wrrs �srr■ aft [ill bo.aa sail hoc M baba!!•/ agat e'tli abe mods after MO fter pe•.aenc Is completed. BW shall be the swmPwsIMILCY et da *emaral ewtssccar ser If av �•fs est! Lott: by Us or Lac•v� In addition to preparing site and performing all work shown and IV1-3 CORNER MASKERS: Super L/F Top 4 Inside Body gone god with Blick Crosses an is atsrtsd. tine � � ac pe mbe berm by a" 6'" oral Coat. Wr smatter Pee aw specified outside buildings, the contractor shall do the following Discal Chief Top L Inside Body None Tallow aerie o"wrace ewtract. shall be sea eat mad becbtt1144. 60- '4rk an the canto �+. Use ameD-grerm •Lail ba ably utter ..d c�.d •matt aur wet Spots canopy, as hereinafter specified. Ilse General Contractor sruac preserve all property corner suckers and aeon coma- Letad Tree Toy L llaalAe Body Mona Y' ' a s.�ch Black Crassas Una shall be tilled mad tsi'lub-graft rv-relled mar re-caper as nR+►irer is ablate M Mti"'f `Oew`tt'°' ► tad dV►11 M aamde Mao • Puwsmmaclt air K!rstot•y lapis' t» taa�aw Spec itLed compeetree to orwas ereard asid4rgreus+d pletion of work at a taav Location. he will have sat at each corner either a Texaco Super 3nlaaded deet. Foundation with Anchor Bolts Electrical Hook-up . "�.e,::ed .visa, ish:�::...�.�. -- reset ao:a+. crunch" �e •leer [Utas druum- "press imam or kip spots p p e c as t o r cant in place concrete c r e t e ao n use n t wi t h e p e ria ne n t l y set b ro to a disc. * flpoe a"in rias ego sub--grude sh•11 PC-ast a [ire. was sastd t� � "ems l as ' �' Platforms and Ramps Plumbing Texaco Super wed tea seed ttaishad Wietla a awl areae. of ria a a dat tt b@Lw ttaiabbd S� .$)•+1 n Ste sue ei •lama spec it Lae Air System Electrical Hook-up Heating Electrical Hook-up KVI--i AS INSTALLED DLAVM: Texaco Regular Blue �Leasse at beams soerc.s somas aftorI 14 swtazs. l� cb, sub-ba" amprial• XIV-2 o completion[ion of the � Texaco~�a�ded W%its '�'a �1 b• • an Lesea or ooe�ee'ar �'ir�* soils v de s°b-mer• �w � p � PRU RATIQN 4F SITE__'QR_QM&Y Opo omp work, the General Contractor will submit to the owner's A, r;- apes, = (A.C.) NUVU 3'x raysimat shall consist of a w►-baae d"Jor bry Coarse Sod a learime surleu sadisio- Os�.t 24al-+edah-;Caisse•L---- e=`-_ of oeapacow is gees as doo 4paced %*L wr (dedcM Is bei i representative a aarkad , opy of the genteel layout. showing thereon the exact As specified on foundation drawing, prior to erection, contractor location of all undergrocsd piping, conduit sled utilities. Texaco alas•! Tallow temd ti"" m �--= shall : �(Botag " 60 p.a � Comet FINAL INVOICE: stations (all Pe-ed areas))tccl6" to 1 . Ent•irely complete foundations , together with all rougl-. plumbing Beleg.r.t"Stations ` r 1" and other conduit and piping work. The final invoice of the contract will be accompanied by the following: Parking Arca bard foils Witt up to iA. Claw In addition contractor shall provide a clean and reasonably level 1. Certificate of Occupancy. Coserate 6" Vide Stripes sot* Tallow X (Baasint vales 33-00 p.a.1. AM teat e11f3) 060tesviee Stats.... (e11 'Cwt arm")) h* area within the canopy lines and extending to a point 10" outside 2. Electrical Certificate. Asphalt 6" Vide Stripes sone albite Bale Stations • toruiss" the canopy lines , together with an immediately adjoining clear and 3. "As Installed" draving as heretofore sentioned in Item IVH. Pr*dcwria.ruy CLAYs+llA reasonably level area approximately 20 ' x20 ' for use of canopy i. Beating and Air Conditioning Guarantee. checklist and operating in•cruc- + (few sat► - Loss tines 35 p.s.L-) supplier in layout of this work and erecting the canopy . tions. Ceoeral -Eee } Service Scatiws • (alb raIed areas) 1" S. List of subcontractors and Werk performed. ocb*401*. °� S>se priming b tmvimls sekal 1 be sub L l Isar t o • d�rgts e I Go. Tbm so l i as.ferw Pcixrtaag SSSS bma>:orw piacl.a, tea sebum.. coma Cab-feeds Contract shall provide temporary electrical power in canopy area, awl be scarifier * dr r s arms ►,a tree trus wwptstiw, tarp tamp. err other objectionable setter see ser bit as hereinafter specified, for use of canopy supplier. ei dor eats ting w to rial, sscu al oe I . - trm .char Sourms •r a comb tna c tan of the too. W-3 u Visa l t tela l l be PAINT SCHEDULE appit" is tams ocsriflled area at lira rata at 1h gallon lar "%am Tare aid MO- Ly mixed taco the sail and aerated to _ wcAkLLLzed Clea. 12e semi. ala tem ersewrw ewetrteciaer afflytb 311 be LeerotlE-r IC-1� col". I?b epilate oatmPmc XIV-3 E I�LEA�I NSi • a S/2/B 3 •. 90_UR Oot =, m ...-+ea. marse •tall be sometrwmd of crushed at=*. b��tea:ci s�mr•t�sataw Upon completion of his work, the canopy and fascia supplier will qf"UtT .m eccnptabLe as &Am" "Alsomy ds�pmrtreatA v da arae at the ooct, er ebrab wash down the canopy and fascia to remove all excess caulking STRUCTUILE FAIT PROM FINISH tradatsaaes compound and excessive dirt and will remove all packaging and i gi.•e Rima rant-.c Pa,setag other debris created by his operation . Exterior Walls - Texaco Light Gray 70- ExW 1 t0-1,00 Door i Frame - Texaco Dark Cray es. • 33-70 Ceiling - #reffimteled White me. Mo 3'12 Door i frame - Texaco Dark Gray Valle - feod4m4*1v'i White Oa trectim paamiag the go. f0 ais•s (soil btad•r) oast! have • piuciciq index sec grater than b an the bawl x It Rest 1Lootsa to shall Lw a Sand divalent Salty of •marc less dam 30. siadla mstarLala which are apprvwed sad used b'1 local b:alrray dspartaraet, cit? or terms opetitlutiaos Mt kigbssay Cyyms bar• oo�se Crus ti.ee in the Area of this tea to 1 L t Lae saw be Cub m t 1 Cur N f of Mo" Sheena &Days. Also iaod glass beat rim ease and Sr seal of wiser WPraved tar is vial ba*Saa a bearing value of tl PSI yr be c u r say M tam e d !ve Exterior - Profinished Light Cray -! as sd-base. Doors t Fr - Profiniahed Texaco Dark Cray The ¢ta ��)Md =1 bailed aptaorvaoly oaepsc shall at ��t�tore thictasat to Lam sat Interior Walla - finished White sl z Cot 1� tad at lbs stoUthow cocta#t esti! natar'.- ]LV - P AIYT Ile G ,SPEC I F I GAT IONS ar wave Shand of Wolter aid it is fire own* to support oa teria trucks M tlsoat tis;:ae L►a er Doo t s b Frames - P r e a c o Dark Cray ract lag. 11"m"Lona and Poorly corps c ted araa•a ""t w wrrvct ed b filling Mtn the ease type om a c.ria! ass ]LT-1 GENERAL' Coiling - Prof inishad White We•�Z efffLnisbemd surface of cam sob-bast gnat be firs. free Iran 100" s8t4rial acre to 11;ro" a Mptall . Oelow tioisbe! sada •Qoal u tea specified dictnesi for the baso sod waariaa coarse. *H pati el a teabe b-y-Gab 44&w:- &ad IIasa t s h--Coax$ao 7 a 14 S C o r alt Raaa S. ma 0=: A Prise Coat of W-1 A&"-It (O.1�.k P.11=1 per aqua" yard) a hal 1 be app 1 tea cA to a f is tahad be !rem 43. to. "9-b sod allowed to an VIM ooLaceom c of tb• baso rears•. :.� womhowee. r-CA7- a Exterior Walls - Light :ray Prise moat *Wall Sot be asp Lied dm abs tamperserre is k L ow WT act t a l l iaa. but say ba gyp l Led vNeo t1w Doors i Frames - `olsoi Texaco Dart Cray Air bwpen css•re is above sag smd riming. Air t=aper`cure to be de caressed is cbe shads away t raw art i t is is l beat. Interior Walls - -i-ed-91-06 Wb 1 t e g. ASpWLAC OMCZM SLM I M vee or U ftl Ftp Doors• shall be bot Lent stir arpWal tic rood•u fres am 4PP r arae These s •cif:caeions and the following statin schedules cover painting ci the Doors i Frames - Texaco Dark Cray Plast ctp&blm of tarviadisst spedit-'r+a, materials. The ;rade of aepWalt shall be 43-Wo peo4rratioa and cam mi.: .� g P g P g •hall be to acoazdaaca wits total Scats t1�v specifLeatiaas far tine graded Lent-W cocase. the aspdaltie mst•rl1I eovp 1 r r e installation. bo t< read-fa�a}{m-• c e 11 i.r,S - 44e44a4&b*d White i7i t►.--�9n 4y-that•-p a i ar-mad-•oe 1 -ie use on Lee -Cvtbear+- shall 0• taus 3.5 to l- e[ obs •dshall bre pl otAt. The basis or Laval-vp asszta alae!.! be p 1 eeM *sly +e ma rag tbsr caoQ i ti Dom era a*ai LCD 1 m. Lt shall be ro l i cd sad d Vend n d i n i t o r a qe -�u i l d bag do:vntL ly cagac ter to S!1 d.aa tt:y. Tao tsv-ears ly taoepae teas •ad dry bard surf ace shall be given a Lack C'"c of Rt-! jrp,--is-o**v[ed tor:-oak bag-.*-ameba tett es los. —X— as t ssm4 sot s=team! 0.1 11=m r t. mm tact coat Sheep 1 be ro 11 ed vt tb s pea uta t l e tire re 11 a r esml Texaco will provide under separate contract all finish coats of �--.int. allo , to cme rrtw to placsrat � alis a phaitic coecrwta wearing rurfmm. t':-2 STEEL: Exterior Vann--_` - FraficlaheC Ligb,t Ccay Doers 6 Frames—' - PTsfi�l;uod Texaco Dar>< Cray t. VLAIZXC SHAM The wmnaring osnface •hall be bot plant six arphaltic coxr*cs fTvs aro ayytv+emd Plaec CA Is of • Interior Ya11s - flaished WLice ftrai.sdln& specifics.Cioa geterie". ILC grade of ate,4a1c Susi1 1e ssitie1m for tonal c1teatis casmAisbase (tS-100 !ev structural and ornamental steel shall be d e 1 i v o r e d shop p rima d wi t b a rust vstive or as regained b7 local ktabwy spec it scat loam). The mai: shall 1e dna so mbarb av aiLab le sad seal I inhibiting primer. Atter delivery. the contractor shall toucb-up *bop prime Doors i Frames Prsfin taco Dark Cray ,s V acssntdma Km tae State sK City apect.ftc.atim Ear bit six Suring aurtacau to tom+ state or area 'R+mrt coat. Unless over lOZ ra uiroe coucbw i.+ he shall re rine each lace and Ceiling Prefinished White tltim tartalLatioa L to be seen. )ba stater of else appJJCsbla rp.citiutios will be harm++sm�e try tam tup•rincandwat. 4 P - P P - all moor•to sau-Cecros ag>last skick llama Wee ri na surfac, will be placed seal 1 M t iga e a y moa u.d With as 11C•2 then apply tvo coats of finish paint specified. ampbalt tack coat and this %sarin& anrfaca rolled cove=y tam caoczet• tO tamssre a tiaAt •Cal at cam )Diet. lba Wearing 421-it 39 and 42 z 32 Kini--Store Suri ata aixt:urs sheat! be p Laced =!1 amt'•1 y d i fC mE]acmac to 611 coot n v driveway areas ao M&C after cw9K t leo It will • All canopy super structure after erection shall be spot primed sad-coa4lye - - be 1f' bi# Loo" such aa)oialag ••Drewto .art+caa- tr+..-eee�ae-of-- toe}-peke by general contractor Exterior is - Praf fnished Light Gray radag rp.0 ms ww"IAg mart acs *All be Installed called on 1 y „D m man a tamT remand i deem ars rui tsD la. I t somal l Lm rolled as or- Doo r s - lI o t P a 1r[e d C.lass i Al u><ln us smr<ats ly c.c�-cam. u 95% deem i 4 sad wan LS o n ta.:t's:rs con t o to tf bead f iniah 94 m t m++s c Loam vim eo ern gulari t t•s axc.•a bag Y La 1p airy Lrr1 gnlarit.JnA ar d•f ac u caress in Lng al temr t iaai ecs,�•c t i*n ss•s.l l be "tic tad by a omp le to IV-3 CONCRETC OR MASOIRT• Door Frame Prefinishad Texaco Dark Cray twtaovsl aria real.acasmt of t=am wutace cearsa d chs attmccsd area. Interior G i 11 n g - t f i n i s h a d White Ste At cbe direr tion of cb e Lap•rin t•a4ma a sod u o•c e s nary to snack Cao th ick�am s, the Cees M&C for SWI tact u•t bo 1 mea (bo a 67rw than am per lobo square [met unless dal defects u ars f owd) ager *hall tat L 11 the test bmo lu VIM amu Pte 111 a Concrete or masonry surfaces shall receive one coat of sealer primer and tvo Walls - Pre n White r c azialm oxr ly GD1e?ae tar, finibh coats. Door i Frame - lrrefinished Dar STRUCTI,'RE PART PRI1iER FINISH XV-4 WOOD: _ — Wood surfaces shall receive a coat of wood primer and two finish coats. Exterior Walls - she A I.1Eht Cray XV-5 STUCCO ARID PLASTER: Doors - Not Painted (Class 4 Aluminum) Door Frames - Texaco Dark Gray Stucco and plaster surfaces shall receive a coat of alkAli-resietant primer and Interior Ceilings - P.eflrri•sbed White two finish coats. Contractor v4.11 not paint gasoline dispensers , air �.oepres- Walls - ileeii-s4mat.ed White sora or prefab metal cabinets and shelvir % which are factory finished. Doors - PieFit *0 ed- Texaco Dark Gray XV-6 SHEET KETAL SURFACES: "T�or* Exte� Walls - Prefinished Light Craw The following specifications shall apply to the painting of all sheet steel and b Frames - Not Painted (Aluminum' REVISED steel panels (except prefinished steel panels) of building interior and excer- Frame i Class) ` lor: Interior Coiling Suspended Acoustical 01 6hite mar str+a.o"s o. Dart arwo Walls - refinished White TZEN/iStrD got?, P�i=,M►T MTA Nle;fib B0N'DERIZED AND GALVANIZED STEED. - Apply one coat " metal primer . Doors 6 FFames - Pre rt4shed Texaco Dark Grar CLEANING - flake sure surface is free of dust and other contaminates , Cooler Walls a► Coiling - Pref inieh•d unt-r Doors - Prefinished Texaco-Dar FINISH COAT - Apply two coats of Gonialow eeey4t paint of the desired color per Cyr -Wash Au4_444ag paint schedule. 3V-7 CONCA£TE BLOCK: Exterior - PrsflnlshaA Light Cray -`-- `-- _^ A.R. Doo - Not Painted (Aluminum) Concrete block walls to *ec,eive a ert" coat and two finish costs as specified Door - Texaco Dark Cray - below: Interior Coiling ti lei �- Walls - Whits -- 1. Frime Coat - Apply one coat of-"ohle ►usonry -rt•=W primer according to LPA*s4or of c-- .,-ah 4ulldlag-sha11 he primeda_�d_painrad &a__&hmwr ox -dustings. label directions. /s 2. Finish Coats - Apply tvu coats of Ceeis-Le paint of the specified color to " ci]l.t� TEXACO USA the areas designated on the plans. �'�t� -tib-t3-------�mA4t-•VASA-,Atm-i�1diA art -b it Exterior Lli,_ - P r o f i n i s h a d Light G r s y FIELD O P E R A T l O S S WEST 0.R. Door-e -- - Not Fainted (Anodited Alum.) LOS ANGELES, GA METAL WALLS i CEILINGS -�Priaa with Co-pony primer 920-T-130 and fist- Doors - Ptefinished Texaco Dark Cray -- ish with two c o ansae•! /920-ti-235. Interior Coiling - had Panals White - --�-- - ---��;f White GENERAL SPEC I FI CAT'i CNS • IV-9 Car Wash - Concrete block - 1 - 77 Block Filler Cano Co 11 Ing - Prefinishad White - 2 - costs 92CW Columns IL Beans Q Dark Cray 8k ASPHALT SPEC I F I CAT Super Structure Q Dark Cray •CJm1l asrwovrw ar+wDmnO Curbs, Top i sides of curbs, esu.«e+ -�` • Islands. sides Daly of platfot�s, _ --- g,9-•-2-83 -- ' Dan Bases and islands 6 bases foraoar A.S. 7-30-841 Platforms signs 6 light poles - b — PERMIT NO. RUP900167 I Concrete M White c+,at:es e. e.n SUS-9C-3 St+el Q White •- ♦ -. -.. _ ` ..:>ta', ✓mama_. ., ...,.,: ,. ..• .. .,a..r...Nml+Mf'4A:�•yW1Y1 1t• iIIllllltAI111IIIII111 � 1 1 '1IIItT Ill Illll ' 111111111111 I '` i� �• I I I i I ( 'I I j I 1t1Tt 1I1'(I I 111 1 t I i 1 I I 1 1t1� I I ysl I I I �IIIIIIIIItII�Il�l11l111 TII�fIlIlIIIIl�l�l�ltltlltlltil ( '. 6 8 I� I I 12 —� NOTE: IF THIS MICROFILMED "-•-s"- r..-...�--��-�2 3 4 5 7 9 0- __�•�� I - �; - . . DRAWING IS LESS CLEAR THAN THIS NOTICE;• IT IS DUE TO I - THE -QUALITY OF THE ORIGINAL - ---- -- - . DRAWING• QE 6Z •Z Lt 92 SZ bZ EZ 72 12 OZ 61 91 LI 91 b I Cl al I I 01 e O L B S r E Z 1"OLD" �.� tihlLnlhlnlltlllnulullinllhtlllllli�Uu�1►t�IM�Ittl�ftL1 M�1111� I1 Ill11441,141" wdh. NIItrf111ithut�inllul�lul�t�nnII11��nIIiIHIllnlluu�i�ti�ut��llnlutt�un,llll�IJlllUullullunlllulnn�InIIIW1�Wull�lw�l�lLU�IIIII1uI�u�►Iff11 - FEBRUARY 28 1992 2 4 i LaJ zl Q EDGE PAVEMENT --- --- - - - - 3 / y - _____ ._« __ ____.EDGE PAVEMENT � C CULV. 33 336 P. 34t� d DITCH 334 DITCH 332 CONS :.ULV � 1 7E, �� CO t jNV- � DITCH "� GE PAVEMENT EDGE PAVEMENT 0+00 \ 1+00 2+00 \ 3+00 ` 4+Oo BULL M 0 NTAi N ROAD 5+-OC STA 3+74 + \ BEGIN CURB, UTTER, i - / �i & SIDEWALK EDGE P MENT EDGE 1 ED PAVEMENT � � � , --___-- ----j— A C CB 4 TYPE I NC CURL' : - DITCH _ _ � � 12 CONC �_ ,IRiM= 310.31 GLITTER Z`lJ \ g�13 TYPE I EXIST_SD TO BE ABANDONED �-- - DITCH -A,;— 10 �—-- CO B do • --Ir CONC CULV. ----- CONC CULV. -P.P. � �'�'�� - RIM= 304.32 : " 99' r. 12 CP O 9.60% _ / r INV- 301.25 115' ti 12 CP O .86% _ 12 12" CP O 3.77 : J AWIL ABEL _QB . Tl!Pt -1 TAPER PAVING TO RIM= 318.6 MATCH EXIST O 2+75 INV= 315.5 � 5 CONC SIDEWALK NEW PAVING EXIST POWER POLE = -- TO BE RELOCATED SCALE: 1 " = 20' LL1 BULL MOUNTAIN RD . J , I zw HORZ. 1 ' = 20' VERT. 1 "=5' N 0+00 1+00 2+00 3+00 4+00 5+00 h st �,j rn Oi o�0 N �' `nIt O � co N ao `4 co cco ep rn M M O 'iA p �'�tj Nf�� O O "c0 -'•- r cv d N cV O p Di t� O ccpp �t �t `t d .} ro t7 M '`� M N N M CJ M .- ,.y p O M O O O M Q M M M M M M r� M r) M M M M M w - - - 100' VC ---- ------- -- -- I L.LI Z_ ZN . LAJLAJ LJ N U It 1 n Qw w PVI STA 1+00 Ll PVI ELEV 335.50 R R A.D. 0.43 meg) m m ------ -- --- _—_ _ -^ .. - -- -- --- ---- -- 250' VC -- -- -- - —,- . -- -----. ------- - --- - -� I � f . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . r- M gf� Ctl II w�� to W Q ti J cn m I �n W v� U .U I. PVI STA = 4+25 I PVI ELEV = 305.25 Q A.D. = 8.31 r-c> �� . ~ . \. N ) I`I o � g 3' INV- 315.50 72 m� l� h O Cp 84 ¢ m M INV= 306.00 126' ti - - --- ._--- l2 CP O 125' 12- CP O .c 6% DAA.Lrl. 'V _ DA77_1Y KXV 7 If. . . . . . . . . . . . . 916.00 900.00 INV= 301.25 MUM USA PREPARED B: STORM DRAINAGE P LAN . . . . . . . . . . VBaima & Holmberg Inc. r ' E N c; IN F E R S & SURVEY 0 R S - - _ ----- - ---_- _10 ._ ------_.-•-- DRAWN BY MSN SCALE 1 0=10' CHECKEDATE 4 1606 N.11. GILMAN BLVD., SUTTF 7 ISSAQUA.H. WASKING�^ON 98027 (2N) 992 - 0260 APPROVDDBY WSN 1 _ _ PERMIT NO. AUP9t7016; -� -------J87092--C 1- " . _�! °.w..tyat,:;;.,:.. .y""°r.<.."'..""'�,f'zs't�r.-� '""' -•- ....-„ ......,.......,.,. _ , .e _ ��I� �"� 1 Ilt`IIIlfltlll`il'IIII�I1' t�'Itl'III�III'ltllltlll�II111�1�11`11�111I11'I�III�IIi`I) 1111,11 ,1111`IIII111�f)r1111111q IIIIIII)IIII1t1'111`111IIJill IIII Jill I111111111I111,1Jill It�IIII111�11t 1 � . .. 2 3 41 5 6 7 8 9 110 I I 12 NOTE: IF THIS MICROFILMED — ----- -- DRAWING IS LESS CLEAR THAN I THIS NOTICE,- IT IS DUE TO I THE QUALITY OF THE ORIGINAL 4 DRAWING. _ --__ _ -- _--..— a�rasM OE 6Z 112 LZ 9? 42 fZ IEZ ZZ IZ OZ 61 131 LI 91 SI Irl EI z 11 01 6 9 L 9 S b E Z 1 .•^"""�"''�"` 44111111,1nIIN1111111111f,111N1�1111{IH1�1NI�{NIINtII�f!t�I1M4t1411NU�111t�n11�1111�t�NN�NI�It}t�IIII�NIt�11111u111111�11 1 (11111I11�Itnht111111Iiuu�{II{�Inllnn�ltulIIIIII�II�I�u1I�luIIIn1�111111u1111ubW1l�l1llllutl�l111�hflulllu�ulNlWltlll FEBRUARY1992 2$ LJ30, z ,019 308 , 310 3 \ > , / — 304 �.' P.P. EDGE PAVEMENT7n DITCH ., _ -___-_-^ ,\ EDGE PAVEMENT \ \ EDGE PAVEMENT 5+00 BULL MOUNTAI ROAD 6+ 0 _ _ 7+OG _ _ _ 9+00 1p}� 1� EXIST F.H. TO BE TYPE I RELOCATED RIMS 302.78 12 "' 16' CONIC 1 EDGE PAVEMENT INV- 300.17 • .50% 1 7STA 8+59.15 _ RIM- 302.37 � INV. 299.97 --- � *162 13 TYPE I EXIST SO TO BE ABANDONEDJD RIM= 304.32 2N301.25 15' 12' PVC1A�. 7— ` = _______. 314-' •- 12' CP 0 3.77X _ 125' - 12' CP 0 .88% --�� O .33% ' _ v O cos �, II SEos � cp 2 SCALE: 1 " = 20' BULL MOUNTAIN RD . H OR Z. 1 "= 20' 5+00 6+00 7+00 VERT. 1 "=5' 8+00 9+00 10+00 . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . . . .. . . . . . . . . . .. . . . . . . . .. . Nonn! .IqunGi R'.npNi 7yyi XYY "'n n . mp.i n VMy n $ q Od p e ei• •i ri• m " n go .Oi n •D. n n. n �. n =. Z . . . . . . . . . .. . . . . . . . . .. . . j . . . . . .. . . a . . . . . .. g . . . . . .. . . . n . . . . . .. . . . . . o . . . .. . . . . n m n i m}.+ N f}} ¢ 3 aG m d < + w rni d ' n 250' VC 200 VC .. .. PN ESPY = 305.25 1 _ 1 .. .. _. A.D. a 8.31 i 8 1 g PA STA - 7+00 .+3A6% PVI ELEV.e 302.50 +161% -1.38% A.D. 8.13 i fi aaS g m K 24.81 .. +877% .. .. .. .I Q II Ni Qh STA 8+17.72 TO STA 10+30.99 ' FASTING GRADE - PROPOSED GRADE m N 12' CP 125' -. 12' CP 0 .86% 12' OP TEXACO USA DA1VY QdY .. .A70.AO INV. 301.25/ / .01%/ .. —_ __ ® •Nnv�amm �• INV 300.17 INV 290.97 PREPARED BY STORM DRAINAGE PLAN . Baima & Holmberg_ Inc._ OREGON ___ TIGARD, 1 ENGINEERS & SURVEYORS DRAWN BY MSH SCALE 1'=10' 1506 N.W. GIIYAN BLVD.. SUITE 7 193AGUAH, WASHINGTON 96027 (206) 992 - 0260 CHECKED BY WSH DATE 5_Ic-A9 - APPROVED NQ 8 / 09 -C2 1 , it�rtrlil''ilrl"'1'I'lil'{'I'!II'1'�IIMi{�ulrirpn TI ��ihtr ltl .. rlrlrt IIIIIIIlll1�11 IIIIll11{llrll llll1111lllnlllll{IIII111llllllll1tlllrll 11111111{111�II Il lr llln 1 � } 1 2 3 4 6 6 7 6 6 10 11 12 � NATE: IF THIS WICROFILMED DRAWING, IS LESS CLEAR THAN THIS � E NOTLC 'TT IS DOE TO �� THE NOTICE.- OF THE DUE INAL --- DRAWING. OE 62 9Z !Z 92 SZ Y• Cf •t I• � •1 •1 LI •I {I ♦1 fl •1 II 01 • • t 9 S ♦ E lndxuhuJnnhu11u1dm1L111hD�,u11un6mM r�dnrrhmlaldun{nnly�rxdnul81ri18rhnllqu{mlrrll{Illlhm{uldrr�YWW16w6nd6nlxuLmllw�uluBluulwlluuluxbxlllwhm „ IUARY 28 1992 pp- 97788 NOTES : T 1 i S1 I ZONING x1 . a SITE IS ZONED C-G (GENERAL COMMERCIAL) AND IS BORDERED ON THE WESTDESCR �_ � 3:A1 QZU �'. IPTION: AND SOUTH BY C-P (PROFESSIONAL COMMERCIAL). ujouj ¢ > Lu 74, THAT PORTION OF THE NORTHEAST' QUARTER OF SECTION 10, TOWNSHIP 2 SOUTH, RANGE 1 SETBACKS WEST, W-M. , WASHINGTON COUNTY, OREGON DESCRIBED AS FOLLOWS: NONE REQ'IIRED IN C-G ZONE FOR BUILDINGS, CANOPIES AND SIGNS. If- "+ I ' , 1� 1 tY SIGNS MAY NOT PROJECT OVER RIGHT-OF-WAY. PUMP ISLAND SETBACK IS L,� I � w COMMENCING AT THE INTERSECTION OF THE SOU'T'HERLY MARGIN OF S.W. BULL MOJNTAIN NOT SPECIFIED, HOWEVER THE UNIFORM FIRE CODE REQUIRES A 10 FOOT ) I , ROAD WITH THE WESTERLY RIGHT-OF-WAY OF S.W. PACIFIC HIGHWAY (STATE HIGHWAY MINIMUM SETBACK FROM RIGHT-OF-WAY FOR DISPENSERS. ALSO: 15 s f+ouS I` 99-•W) ; THENCE SOUTH 12-0211711 EAST ALONG SAID RIGHT-OF-WAY 3.00 FEE'C I'O A PERCENT OF THE SITE MUST BE LANDSCAPED. Ly POINT 33.00 FEET SUl1THER1,Y OF, WHEN MEASURED PERPENDICULAR T0, THE CENTERLINE �, �. •: I a' ��I ,�"" X -w•' l d OF SAID S .W. BULL M _ �N'CAIN ROAD AND THE TRJE POINT OF BEGINNING; THENCE BEARINGS •4� - - -- --- ,�_ ..4� �+♦ � i^ CONTINUING SOUTH 12002' 11" EAST ,LONG SAID RIGHT-OF-WAY 40.28 FEET TO THE REFER TO DEED, BASED ON S.W. PULL MOUN`T'AIN ROAD BEARING SOUTH nn, BEGINNING OF A 10:1.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG 78 °OU ' 3U" WEST. { r �^ ' ,�.• `Y ', "�'•'t ,�r.SAID CURVE AND RIGHT-Ob-WAY 79.?_4 FEET; THENCE SOUTH 31°12' 12" WEST ALONG SAID I Y.RIGHT-OF-WAY 215.00 FEET; THENCE NORTH 58°47'48" WEST 56.80 FEET; THENCE NORTH DATUM 295 46I1 °59' 30" WEST 230. 10 FEET TO A POINT ON A LINE WiiICH IS 33.00 FEET SnUTHERLY EL,�'VATIONS REFEF. TO N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM ) , ` I : � .� : ._ iOF, WHEN MEASURED PERPENDICULAR TO, THE CENTERLINE OF SAID S,W. BULL MOUNTAINBEGINNING BENCH MARK WAS BF ASS DISC #755 SET IN CGNCRETE (SE)J � - v �. 1.ROAD; THENCE NORTH 78°00'30" EAST ALONG SAID LINE 217.00 FEET TO THE TRUE SURVEY) . ELEVATION = 303 . 46 , .. � 295 4?. � .;, »� _` _ ---- - -x�- + POINT OF BEGINNING. S - I x1 ysne AREA NOTE SITE CONTAINS 40� 937 SQUARE FEET OR 0. 94 ACRES . {, 1 r 5;I 4 I 1 , THE HEREON DESCRIBED PROPERTY MAY NOT CONSTITUTE A LEGAL lv ' I I I BUILDING LOT. SUBSTRUCTURES UNDERGROUND UTILITIES SHOWN WERE TAKEN FROM PUBLIC RECORDS AND '' MAPS AND TIED TO SURFACE LOCATIONS WHERE EVIDENT. WE ASSUME NO / i I i'� ,. d LIABILITY FOR THE ACCURACY OR COMPLETENESSOF SAID RECORDS OR 29 50 '-- t-- -------+-------•- - 0,11 MAPS. z S GENERAL NOTES : ` Q 'L I l s "~ i •'(r W I I I I 0 4 SEE TYPED COPY OF SITE QUESTIONNAIRE FOR ALL PERTINENT DATA NOT / 296.39 —INV. = 294.89 SHOWN ON THE SURVE`_'. !/ —2g6 SITE LOCATION NEAP '— � 3 Jv // l ,Lo�� SCALE : 1 " = 2560' Q 297 63 �G // • I 6 NOTE: THIS MAP ORIENTATION REVERSED FROM SURVEY FOR READABILITY Z Q - -GUARD POST 06J 297-38 �O / �1-1� -\ coU) A CC W W � P • 6,. LU z � O X37. 1 Q 0 Z cP 110 /c W 298x'43 INV.= 296 . p �i aG _> Q \�298 5 F . 6 GRASS � I OP gSp� 2 GUARD POST ,h \ J 298.07 01 4j 29921299 19 �I �� • F 9 6 _ -296- 29 .61 c5lb co 00 • 6" DECIDUOUS " • DEC DUOUS Co �p SO l� `QP Y P I C A L `�� " TYPICAL" 300 4 / 0 / / / O° w I •0 /, h GRASS �� • J z E- I pP 300 3 r O U ^I w a04 � O <Y 0: r Am M a L� QP 17 ti� -298 Z N F- �,,� �P i 0 \ 7�y 0 O Z z 3 01 TCS 0 o�`a ? ao/ / • w oo �a S / \ / > w Q 301 60 - ix/ N \ c Q U 0 / 300.98 ,\ v / o° �. ,5A P /P Z 302 7 /r��'J ASPHALT �l� _ - ---- ---+----- - - � Q C r� ( FAIR CONDITION ) O QD A, 2"� /PLANTINGS \ LL W Q 3 01.8 6 .! C-2 30 33 // 11 Lu dp `' '�a Z z LL —� / Q P 303 03 Q4' �o'� �p - DMM U YARD L I G H T, GO Q•�`\ X02 �1.J Z SEE SHEET 2 of3 QP / Q Z _�( 0 / � 30 .67 / c, _ W 303 /06 i �� O1p r , _" c � �/ Z F - x O:103 62 1 LL °l c706 / P 303 o cp .�02 N PQ Ll 2 ' -103.42 '�'C,� o'i g Z Q - Q 8" EXTRUDED FTF ;L / � �� CONCRETE CURB',TYPICAL 1140 400 �O O L7 b co o� L IGH OLE M 3 01 �' / q° 14AWN By CHECKEf P UTILITY �, \ h'q O� In NV1 A.L H . / \ / POLE ,50 G,Qq �- <,� 'h o- 304 o_-------- S I G N,O N ITS r- -'�� 49 h" sr� r .• 3 00 / STEEL POSTS z „ _ 1 10 8-31- 87 -31- 87 CL lb, 303.95 �1 yob' 'S°lb Joe NO �C� / _ . - --- - - - -- - ---- - - -- --- - °� 1 MATCH LINE 87106 . 01 ' PERMIT N0. BJP900] 6'' s 7 OF 97 � I S,*ET 1 3 y � l _ _ � f ,....�.. _-_. ,• _-. _.'. :i:[ ::... •:::... y, �, .r.+'+M.�Q �� .. ,.. ... t ........ •,,� � , _—._- -... _- -_. _ - •. •,..,.«y..•,ue+.xwyare.n...,.r.n .. .. _ ._ �,!�; ,.3141- w I M 1,1111llllll1111I1111 I1'1I11111I1+111,�llllllll�ll1�t �I�IIIIffoll llllllll�Illllillf)l IIIIIIIIIIi111 y iII llllllI1111 11111 Jill IIIIII Ill 11111011111101 >I ( - ' d► NOTE: IF THIS M ICROF I LMED "'r�— -• I 2 3 4 5 6 r 7 8 9 10 11 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICE,- IT 1S DUE TO Df QUALITY OF THE OR?.GINAL DRAWING. QQ 62 92 LZ 9,7 SZ fZ EZ Z? IZ OZ 61 81 11 91 SI bl EI z II 01 6 9 L 9 9 ► E Z I31N«' 1 I i�11�CIIlIIIIII�l1IIllull6nlhlllllllllnll�III�IfIilllq�fr stl1�t11 1M�1ttfNlulnlll►nl{nn�rl(�1111111itltr+llnit(IlII�NIIh111111111 lnlllllHllul�nuluullllLulllu11111i1Iu11111�11�1 llllullllll�uullln�In111uIlNHl uu�lU11111111u1►Iu61u InH _ FEBRUARY 28 19 92 SONS •YiN ZO WG ti w n F-O w • � 0 IX Ll _ MATCH LINE m Z 'r 304- 20 / // °'f, 3 0 6 --- ----- - -- ----- °�►ob� ('! �P1 / .------- --- 04bDIRT .y� 9 304 19 4! E A V E LINE ST.q ��Ots 4„ 6„ 0 .�'1 � O 51.7 p � C, / �'� p • DEC I D U O U S . a'L '� �° / / O pC' �� NATURAL GASB 3 �� r -�� \ a METER rr w -1- P �� a GRASS & z ;r" �I 0 'o" �� BROKEN `'� ASPHALT \ 50 BROKEN ASPHALT \� a w / -}- ww\\ p .� q^�' \ PLANTINGS J cr � 09 Z j 304 20 PQQ <v > p / Y N ON Z -- I Q v ch /--- 4.0 I T 06 � �S cc 304./22 a �� I> '� 1 �"' / • �°� 0 0 °� Ovo °� 4 EXISTING BUILDING w i / ° i FOUND 5/8" I / IN 0 STORY CONCRETE WITH w uj uj 7_303 91 IRON ROD g BRICK FACADE & CONC RE TE w 0.12N.& 0.0, _ FLOOR � F. F. ELEV. _ 307. 25 ) O > � ZYARD LIGHT "TYPICA L"--� --` ---___ - I W Q 2 SMALL LI GHTS ON 'f" m "� '�° 4"x 4" POSTS ,WIRE IS 36G"� c7 -J > OPE N CRASS AREA SHALLOW & FOLLOWS a �i n > Q THE POST LINE • - ) ° w m U a: w w 2 V / J Ln w V) Z J 0 / � a p Z U� � O 303-99 4 Y W O- uW �° ,� .�` °� Off• °� qa G R SS & a O _j z �'O w w _j x 303 71 3 PLANTINGS U3- (ju w O � m > 40* LI) I m AN z Q O 4� -� M z z 2 1.4 F- w 1 0.2 m Q � • m _ ® 3 _j 'p A lip 303-76/ / a- CONC. am r rn ,�. a+ a m �� 1p / 2 O. �° —- -- ® w 8i — o 303 3 qPM °P� q.�� R� �° �•`° _j 1 err) Z z CEDAR TREE '/�• / O Q a 3- 14• TRUNKS \ o `�� / d t- O r� 6' °� j1 Q LIGHT POLE ASPHALT ( FAIRCONDITION ) ° /� '1 d O i W W a / fr tr 305 41 1 303 3•F - FOUND 5/8" .�°�• 0 lav Off'• p °a •(o U \A vj`� �q \ I RON ROD '� "� �q 1 ° \ 15q j OF \ 0.1O'S.& 0.04`E. 'i L,1 \\ \ � O SFR �� \-� `° E OP Q Z I \ g z yF� s�^Ppt� S - C O GO C o �l \ \ AQD N o � O W w R (� o /RF o� h I j Q r► ' (j 1,1.1 -r 36 WI L L OW x ° , O Go cc w \ O (Y � p G CD D m N I \ J OO I J co Ln (/) -TRUE POINT OF ---MINIMUM 'UMPISLAND SETBACK Q ; O W BEGINNING V) O -� n � � ';a ( 5 F' E NOT E S ) Q L � O BRASS S S DISC N O. 7 5 5 ---- U I Lam. (SEE NOTES ) I /� z �p O 1 I O O > \ PROPOSED RIGHT OF WAY \�_ > GRAVEL � GRASS c , „ EVERGRE-N � � � � SET 5/8 IRON ROD � U T I N 78000' 30 E 3 - _8" TRUNKS 217. 00 m WITH YELLOW EXISTING RIGHT OF WAY _ - - ----CAP, Q �, O I 24.66 CAP, TYPICA 671 \ > U 3 0 2 6 2 --- - - -- - ---- -- -- ��-�- -- - ----- - �10 - 1' -�h - --- --- -- .._.__. ----ate- - -- _-. __ - - �� - - - I �J ---.-_ - LLI V '15 2 41.6 5--q"� V- V \ Q � POINT OF COMMENCING 'l \ \ % OA GUAR D-- Z Q SET BENCH MARK • 6 3 DECIDUOUS ASPHALT CRIVEWAY FOST � p TOP OF DITCH A \ CATCH BASIN UTILITY POLE ' i O �' O \ TOP - 302.61 � �` r / TOP OF S.E. BOLT �� / �O -_ - —_-�� — �-� --- - \UTILITY POLE � �_ ANCHOR W / 3 CONDUIT. & ON FIREHYDRANT � T _ ---_308 \ NV. = 299.91 E END OF WIRES ELEV. = 305 .96 - - - __,�___^_ 7� T — NO O (ALL CONC. LINES) EXISTING STORM DRAIN -._�_ - __-� T _ _-- _---- --- -_-� T -- -- _-_-- �-S -_ - ,� -- � 305 T _- _ m -- W -. - -- _- _ _ ��_CENTERLIf- _-- 8• -- -8"-- -._.-----_ __- -- ---SQ - -- -- - - - SD-- --�D- - --5p--- - l - --- - SD---- OVERHEAD TELEPHONE WIRE ' ' _ _-- - - - �3 / CONCRETE PIP ,.O � W - — - - - - T N L f'1 11AAN H• EfKEC B• �^ -- - o� --- - -- - - yy 211�T-- 304.62 ' TELE PHO E ONDUIT� - --- - q T C \-_--- - - - --- - --- -- ----TC - 6-- - I C - - - -� ---� -- - - _- -—w - -- - -- ---- - - - 4_ i - 1p (o -- — EDGE OF ASPHALT --- �O 41 „�O /, ' ( FAIR CONDITION) SANIT;',, RY Mi --PAINTED LOCATION OF 6" �, 1 = 1 U 3-31-87 INV :: 29 6 . 09 o s .w BULL MOUNTAIN WATER MAIN o SOA ® '1•� I � P bo �O� P� P CENTERLINE O --gam- — ,- - , 4 -lie'-! - NATURAL GAS MAIN 4) , �O 30 �° O� Oh O� p v► �p°� 1 85AN1TARY- - -- "p s + cv �� - -- ------ -- - - -- - - - __ - - ------- - -- - 4 tr,---- - . - ----- - --- -- i'' U t ,016 7 -- -- SEWER - - _. -- --- -- - G G ---- N U OF 37 G 2 3 t .�r. s.+'rr•.,, ,_ jwrBs�nt. ..,,.,,. ._irr....r,a. ._� Awa err ,.a r..,,.,,.. ^' _ n aroma. N 1 IIIIIIIIIIfilllll lL111111111Ili 11111111111f1111�11�1llfll' III'lllllrlll1111�11111 1111111If)�IIIIIIIIIV1111111111�IIIIIII�IIIIIIIIII111111l�I Illlfllllllllllll;lltlllllllll) , i 2 3 4 5 6 7 8 90 I I 12 _ NOTE: IF THIS MICROFILMED �"�----•'� --+ +�- +•- r . _,r,,,,� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE OVALITY OF THE ORIGINAL DRAWING. - - -- ------ , OE 62 92 Lz 9? Sz ti+z Ez ZZ IZ Oz 61 Of LI 91 51 fat EI ZI II of 6 9 L 9 S b E 01111IIIII11uluuIII fill 11111111111116ni�IlulllullfM�llr11111 1�IIfn111fN11fI��N111filtht�1111111111{�111IIIIIIIIIIIII nnlnlllllnlffnlnnlllu��f��luullllllnnhlnhul�lwl�lnlnnllullmfllmllulb�u nu�laul��u�wlluul�fhlm.lr��wllu� - F RU .ARY 28 1992 G 97398 S. W. BULL MOUN TA I N ROA D azo r�3 � > N 541 . 71 MEAS. / wO� ---- _. _---- ------_- -r ---- -- - --- - 1 SOU t� � • -`��T, ��--F D. TACK 0. 26' O T H I _ 3�Q }IQ r� I OF INTERSECTION u`►'� , \I x�w 3jW 3i I v, ix Z z J I >m Q , S I L ao I W of ol o o `n `n I = 51 t3" I.R NOTES 90 02 47 = f ai O16 5/8' 1 R. ,HWY. NOTES O� O HWY. DEPT & ,n ai N 5-1O-83 ) NOT FD. rn m Icv 5-10-83 ) NOT FDS I � HELD 95. 19(M ) 95.26(R ) 4 138.83(M) 139.07(R) EXISTING RIGHT OF WAY NN 6809 ` �I 1 7 3 . 57 - 2 0.00 `NC J - - - -....- __-. __. - -- - --<}--- - -- - -__ • / - ----- - -- ----- - -- --------- -- ----- -- _ --- • - - - - `c___F D. P.K NAIL ( SET BY STATE HWY FD, 5/8" I.R. ' D. 5/ 13 " I.R FD. 5/8" I.R. 24.66 ! DEPT. ON 7- 28- 83 ►-/ ( NO I.D CAP ) / (NO. I D. CAP ) (NO I.D. CAP ) /7 0 1 �dor � N 78000' 30"E 217. 00 � TRUE BEGINNING ITF � v �.z � vco J �P -� PROPOSED RIGHT OF WAY- r-w W O 'ne N a z �w Opo z� I •N,q ° 0 u o V) N rn 20.00 4 FD Sl8" !. R.----� y *---FD. P. K . NAIL ( SE T BY STATE HWY. 0. 1O' S.& 0.04'G DEPT. ON 7- 2 8- 83 ) C n O Lij RECORD SURVEY NO. 1 9,2 160 = 4 3014' 29 Z �- R _ 10 5 . 00--- 0 U---_O L = 79. 2 4 (y) A = 43°11'00"(R) z Q v J � 016 N C L1J \ Q Lli -P RIOR RECORD SURVEY N0. 13,319W z Q z� Lw QW FD. 5/8" I .R.-- > 0.1 2'N. & 0.07'c HELD FOR LINE u U 0= O z rn Im 0 (� In 0 o m Gil 2 BEARINGS: DC7' REFER TO PRIOR RECORD SURVEY OF THIS I j AREA, NO. 13,319 BY JOHN G. REPPETO,DATED MAY 20 , 1 971 . BASED ON S.W. BULL MT. ROAD _\ BEARING N 78000'30"E . �` yIw � i z % w '�� 3I °C J J Wa 0 •8 IL Z P ° alzl f �^ W a ti Wo 0 �0 +. z S6 �( 0 cp6 LL Lij >- 6c cj w U • D Z ,� z Q --1 U 0� DESCRI'P'TION: U - _ m .�� THAT PORTION OF THE NORTN.EAST QUARTER OF SECTION 10, TOWNSHIP 2 SOUTH, RANGE 1 a- 0 z06 O WEST.', W.M. , WASHINGTON COUNTY, OREGON DESCRIBED AS FOLLOWS: Q Z F-- COMMENCING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF S.W. BULL MOUNTAIN (r ROAD WITH THE WESTERLY RIGHT-OF-WAY OF S.W. PACIFIC HIGHWA ' (STATE HIGHWAY (.) < 0 z O 99-W) ; THENCE SOUTH 11°02' 17" EAST ALONG SAID RIGHT-OF-WAY 3.00 FEET 't0 A - POINT' 33.00 FEET SOUTHERLY OF, WHEN MEASURED PERPENDICULAR T^ , THF. CENTERLINE Q U = _ OF SAID S .W. BULL MOUNTAIN RGAD AND THE TRUE POINT OF BEGINNING; THENCE I-- x (f) •, w` CONTINUING SOUTH 12002 ' 17" EAST ALONG SAID RIGHT-OF-WAY 40.28 FEET TO THE C-63: U Q J_ BEGINNING OF A 105.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG }_ W V) - •: SAID CURVE AND RIGHT-OF-WAY 79.24 FEET; THENCE SOUTH 31°12' 12" WEST ALONG SAID cr LLS RIGHT-OF-WAY 215 ,00 FEET; THENCE NORTH 58°47'48" WEST 56.80 FEET; THENCE NORTH < -- 11059' 30" WEST 2.j0. 10 FEET TO A POINT ON A LINE WHICH IS 33.00 FEET SOUTHERLY U OF, WHEN MEASURED PERPENDICULAR TO, THE CENTERLINE OFSAID S.W. BULL MOUNTAIN Z z Q ROAD; THENCE NORTH 78000' 30" EAST ALONG SAID LINE 217.00 FEET TO THE TRUE Q �,� / POINT OF BEGINNING. Q A. ` P� NOTF : m 0 F- o THE HEREON DESCRIBED PROPERLY MAY NOT CONSTITUTE A LEGAL `N BUILDING LOT "fcKeoav �.� -S$Q°16'24yy E37.0 J LEGEND A.L.H. WITH FD. YELlOW PLASTIC (��) 67,p4 ( G/ I.D. CAPS P.L.S. 1 1 2 4 - - R ) ° / O SET 5/8" IRON PIN WITH YELLOW 2 0' 8-31- 87 s � = FD. 112 '' 1 P �_1-� -S 89 722„"' 72. 0 SW 1 /4 , N E 114 , SEC.10 ,T 2 S, R 1 W, W. M . PLASTIC I. D. CAP , L .S. 671 (BENT OVER ) (��) 72 .1 4 (R )� ( R ) RECORDMEASURED DADATA 871 OC7 . O 1 RECORD SURVEY NO. 21,4 1 6 -_ PERMIT NO. BITP9001 L'; FD. 3/4" 1.R . PP 3 3 JO HELD I 1 X41+. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ` I I I I III 1 1 1 1 1 t 1'R 1 1 1 1 11 C>!I IIl III III 1 1 1 1 1 1 111 11 ( I III { 11 1 1 1 1 1 III 111 III �I� 111 111 s � �� .-_1 •Mr�a�)11�)1(1 V I I I hI 11 Irl�1 1 I I � I I I ( I � I I I � I � , i '{ ( ` �)I I I � � 1✓ ,,� ( I 'I I i I � I , I , I � 4 � I I I I ' I � I NOTE: IF THIS MICROFILMED 2 ..._.. 3 ®� 4 5 61 7 8 - 9 10 11 � _ •,.: ..,,.,... DRAWING IS LESS CLEAR THAN THIS NOTICE,' IT IS DUE TO s Pf QUALITY OF THE ORIGINAL DPAWING. pE 82 8Z LZ 9Z SZ b7 rz ZZ IZ OZ 61 91 LI 91 SI bl EI ZI 11 01 6 9 1 9 S i E siIIIuu1,11111uthu�11,1111N1,1,111,111{ltll�tNl�nlim�lu�tM1�NN��t� Illtutdn11�11N�11I�Nt1�IH1�N�I�nn�tuiisnt�111111H1111 �1H11H11111t1�111111n11u11�t1t�nu11t11�1u1�1111�1u11t1ll�llt11u11111I1111u1uu�tt11111ll11lWIIl11u11�11u1Wl�li!Illtu�tul11W�1t11 FEBRUARY 28 19 92 { A Miss— jrtl�s A 1e , 48CtiPFs tu'1vm'�/ �' \ ^. yC(GA fit/tit ,i� �! i �_ , • �'�N� —` --, SPECFiCATf fel 1'"NT TOP Or Q'PorG ft-PCL- Pt/!$t� (7-INVAIRP - /� WIND f� ••�•-�"`- \ .IA►1! CaAd►11�1t A«a Y grad•• are subjfac to tans TI r t- aA•Pruvrl ul tha Gvodt-. 11•Palr and/or rrpl..c• liver •e dl►•clyd by iwrw� f��,C /y�H \ a 1. !a• cl1..0 - All 10st aTeterAel /Ld Nrlr11 P•twr••✓e� ,w Oben•, al 'w d'Jdltluna) 7u$l. Z��.Nt . �� YI ?tT- Mvucji 1. P1ut.rctArw -- as v" Pani 119 Got all wsreu"dJog cork, 6o ant pl••A �� 2" l� S1 until all •'t Ma run►ttuctl« oporstionssure have bora rrospleted. .ave -- �� 1na.� / T3� Q wad pruA•cJ t existing trrrs •"temtsd to roa•la. WAW•� �� u• fit' - N • /OMN1444 GWL-V ). ►,pals -- "clog the Mary of Walk, s.p•It day das4gs to wtY•, �•ro ti \ \ Raving, lighting, f•Ac•a, •ed etruetrres to $attelactioa or ora•&, ��e�•T• al nu •ddltivaal curt. Word •I1 salslJng iwld to be t.jlal"Od, aid �a f owltb. OV �rl• ��i�'G� -� � —FL#4 nAk& !°1r~1tV'rll 1. puW,rtlrrn (all atMa• rncrpptt Aytltueeode0 •coxal -- "stilllll 1' of r + tap►otl Into •alstlsq a"oull to a slnlsus dep ft of 12• Is 411 shrM S - t�ICkTtU• ' �Cl4'R11. ® \ _-_ �\ i^ \ \' and lean scup. A•sov• all rock• rd toreIva uej•atr uvor 71 to �LKe Qr AT^ T - I(�lG 1 VICFli,�, ® ; , ® \ dla«t•r. Pln• yr ads dad pupard tar pis Liss lnstallelluw. MIN. t1Ti j- ANki-1wIC_�. !. 8uas•ut•r/M•lutrrdnua -- (Irrrtwler all plsnt Material laalatlry yroWndcovor Inc a yrtod u1 owe Cerr /r.,w arta of final •Ica Casco t�t/Il 'F t•acv u the job by Owns. Mwlal•tn all IurtS areas unt�pl It", t" • r of the Sub by cwn.rr. Oldl"tal� 0 1 Pl$atlaq •teas unit% final its • p „q Ce [deciduous Tree Planting hub Plantin Evergreen Tres Planting �. $ccxpt•nce of antis• job. guarantee bydrosesd.,d *teas until Oct" 1. a" - - - - '�`t yrovth l• avldwut, with w, hard •Pots over It' aquace• Masora ar —NTT ev. N T.S. AI•TS. 'e U a required. d. W a-aaye -- All plpsting pit• Are rrqu►ted is dr•In. Take any measures neear•$ry, lncludlsq -var4►esv0t1ow, traandiaq, dralnag0 ® \ • •Wal■a, vtc., to drat'. pit• at au add►tlonal .;Got. Aly \ u ° ® t!•idlaltlf 1 C N \ \ 1. Plant IMl rr!4. a:I'll • -- flan&• •hall ea thy, vigon &Iced• No, 1, ctIL An ■Mr G V y •tcurddn.-• rttA 11Ar rtrndardw, healthy, vlyorour, frac craw all ales••, port ur injury. pts rut prune or top polar I. ddll•ery to + I \ sit•- \ 1 e Indicate$ belled and IN1r14 \ 7, tw b ,ira"" Stdit -- tie r • In utsur cont. Indicates cun- t• ' ® 1 \\ fotIh6ruvalrtltutlua are ntrtu,yly d►soour•Sub � 9 Planting q icMdul.:. Yubsl[ •u Ilex waw 7. ►lantlny Yrckt111 Ito' all plast Pitts) -- 1yf ralrti"y ell, Qhd" NAME iZE�CONQ11 ION/ REMARKS _ •� 50% now tc.psuJl. 7St tc.op'ated &test Manus•, wlr tharouykly. _,I ► - 4. Mulch - 1-1;&'• ■laud Its ur h.rlock bask, wax. tat flow". " , 1t / : 1. Pertlllrwr -- Ayrltors taa•,'l 4 per to". 1 per shrub, 1 per gre.uld- Liquidamba�r styracitlua! 2 1/2 cal., 10'-12 Ht., batched specimens, _ carver rI� 4 transplanter POT tree, , par rktyA, part IIIIs 1 - Sweetgum limbed above 6' Ht. B&B. l \ gcaws arms soft If an •pprovud •Ice 9410600 law frrtiltrar at the /t � - rat• rYpruwWpded uy Manufactarer, attar yerwtnotion and active it h.4L - Apply Pro-awargent Mrbia/de to all ealetlwq and wawPa/bitlaq"&C"s at Manufacturer'• recowwOad"d rete (Ca$eree or Pinus syylvestris / 6'-7' Ht., full and bushy to base, B&B. ® • a aPPtaradIScot's Pino �' •+�•��f / • \ �.'� ~ 1. Teseg -- Arrange tree• an.slta In propor"d location$ for approval TSTLIwIw C • etwod"v0rticx�avat" kit w. y per, detail. All eras• end supports to 9j,as r 1 r G \ d `. Q / ►thrube -- txcaysts "Cub plc• to 1' bett"a, and statum talar tlw o Piesis Forest Flame' / 18"-21 Ht., Well branched, vigorous growth, �, '� raatball dia«:et. Add t•ftil4got rior to backfilling. Take care ® . �a ' to water thuruuyhly sold prow/ toot damage. Plant shrub" at apPaac- u • Ing indlcatvd In straight, "Only spaced tows. "u!c% ail plsetlwy Lily of the Valley Shrub B&B \ ars•d tow •Inions t• cspected depth. f` , r w �Y • 1. t:ruuudcovur txcavat0 Pt to win: S' allow and trice the rootbell -- Prunus lauroeerasus Otto Luykens / 18 spread, Full and bushy, no yellow foliage, fl / dI•«ter lapprnx. It'). xar.r add aft)hl, and take tar. to Iwawre �tr 0 0 \ &kat root croWo 1• at Pauper yfad• aftdl rwlcnlny. Mulch ail Otto Luykens Laurel EaP \ \ growdcovrr arts• to a sinfeus 7" coepacted depth. / ® 1• tough 431466 -- hydrae«d In accusd•nce Wtth 0tawdard ace plied pose- ties at the rats of t Ibe./lo" $.f. 4ter, mulch, protect to INC • Viburnum davidii / 15" spread, field grown, full and bushy, B&B. / Q Vida a ttsll, vigorous, established eland of tuft. M/mala Matll final Acceptance. David's viburnum I �•-- / �, ' 1✓ / / Clr all l/ttsr, loll a ells, ell 1 Laavetndula angustifolla 'Munstead'/ 12"-15" s read, vigorous growth, full'and froo etc., � lot a '"' ," p • •P.Atlree cmdltloa. t0eev" flag labs $ troy plant tlatviwls. Engish Lavender bushy, B&B. / Euoriymous f. oolorata/ 1 gal. cont., min. (3) 6" runners @ 24" d.c. - ` i1• Purpleleaf winlercreeper typical in all beds. 1st row 12" inside edge. ®. / \ �.;::..1•?e,.t.x-...Ant+.1 .j, . , / \ �. SCALE 1 10'-0 ,d : 0 5 10 20 30 Oe\ \ . . . . . . . . . . . . . 00. jt OREGON �\ `E�� \ A �. tX \ 5 \ Oop 0 WO ' O `uCi \ c O �,'� �6 J \ • ,orb O \\ N IN `C7�O \\ ELEC. METER \\�O Gi C� ��t�`_ \\� o•°° �, y�O� off+ \ \ \ N�� p O FGA \ \X02 O \ \ I • G \ r�/ O \ \-p�O \\ s o° O � Q- b \ l mss' \?°o AN �s \\ \ �►' G ® > +o, \tis BU .! p b \ 'per\ \ o°° F; l 00, X / Is e • A IP C ti, .� • e ,>� W anDesignCArt mup e y'� site P"Irift x 2t /FUf�M�/� Fi�0n1?IV It -.4G-� % �l.wl.Ml«r+ o t� d T , A/�-• ,p ,Q G Q A U 0, �' q /``n`1L W/Ir�� `�y��11/+ `G l / / �Y j• 32329 tag M00 M(Mt X11 1 Na 7,;PSOIL lei"��tf�I�, r�'oTpT��C o ,�M..a�lt�t'.at m M a 1111 IsOMPU.a Wow W- no wo . — p i 1 •�' T1M1m M 11D/eflwY 101 IIR p11NtR 4S 0 e 1M0�M-we 011 VIetepll�ale A1t�JIM 1111 Porn ,f G t�P-P, �'�1�6,P°. Aa .�olL may/ [/\� , '�.If�� ".p".�tt: ,tl�w t FM 001 1 -� v � v �';"� •1�i�, 1'T ,A N F!/�% (�J�i4/�� //' " MONOompley on nOM04 4 0 YWJ tf71Nft OIMI t MIL'fir Q M 00 ro IM A7�!O T1R I �✓ ^ r r 0 T r00at0 1OtINroM.O TMT nw Oot>ttlrt�J.01 MILD M TNI wO tIOgOD�tltil�R OILY i0 f+R • -___ '�- .,E�- -s=-� ------- i ° r 11MA0[UO OeblY MITAIRID M TWOM M6 �_ ---_ -~ _4Y14'2�spa ';0 USA Nti....� 105.00 __-_.--_.r,.►—"� '-- ° c Jc v L-79.24 A OI<'ap 111ILM alio /--- -- �;--_ . - - • r - - LANDSCAPE PLAN A A , • ( ,fT1 �'" �.._ �' �1 Q _--- � � 1 rte.• - ` -- -"-Q - _-,� c o +^- ' c -.1 a a •i;. \�' � ° ° • � , •�j � n• �/ n / a r l .�..,�' ,^ tIfir- r l�' TIGARD, OREGON `aef"1!A' © ss-----::o t� cr 1 ha kd, �rl� 'e_7 —, t� �� -�teSA- ear -^'�Ir-• I e3e9 �i t� tom ' - -- w r _ _ - V` DRAWN BY /L�i//� SCALE 1 =10 - - = _..._-_ -- P & _ .-_ _ __.-- ---- _- -------..----_ _.__ - __------- — p & T --- - Charles A. Gove & Associates, Inc. ,1 Consulting 6nSineers _ CHECKED BY PAI w DATE �•: 5 1N___— __ ___�_�_. - ___ - IAL_ - _ - -- 10335 Main St, SUIte 5, Bellew•, WA 99004 APPROVED r ,�_ � 208) 4.51 1212 era ... . ..».,+-....... _ yl,ty NItrA�lltfftllffl rte!., ..._.. ... _ ._ _ f I I I I tl Ill 1,111 t i t I I I I ► 1 t I , ► ti ► ► ► I I t i l i i , 1 1 L I i 1 I 1 1 1 1 1 1 1 1 1 1` I I I 1 1 1 111 III 111 titcow 1,1 �I1 111 1,I ill 111 ,,, Ill � i 1 � 1 � 1, ) I l l i l � l � l � t � I � I � I l l i l � � 1 � 2 3 4 5 6 7 6 9 fo 11 12 , NOTE: IF THIS MICROFILMED -- - r "e --�� DRAWING IS LESS CLEAR THAN THIS NOTICE; 1T IS DUE TO THE QUALITY OF THE ORIGINAL �. DRAWING. 0C 6? 9z tz 9? SZ vz Ez 22 Iz 0 12 61 91 LI 91 51 to EI 21 11 01 _6 9 t 9 S b 1E-- 2 1't't'" �`-' 1►,llUlllnnluulunlllulnlllnlllull�lnlI1111ttIttlEut{Inl�ttnlUnhuf�dullnllrul�tlulttUlrltllf111tti+l{tnlillllluullulllillfu 1 -111►til ►iltltttt111u11111�1u1�1111�1111h1u{.:It11p1�11Wultlttltlultltlllhllt�tll►IIt11W111tt11�1tI1�tItWJt{1111�IIu11111�IwhtN �: FEBRUARY 19 92 r 11 kn err car vs ?_• _T,, • . . . - t - —- - -- --- Testy nArlflc iZ-l+qL-►UM,[1(dVv! / C�tr�F�rEI�.CMv� �LIC1�-Y� \ fr•tiLKl[ SpIV%.�fications g7v1'LCP , �y LEGEND /ar are&/ Lem \ , ® ® mbol u urar cats - 1. F1016.41 got -- farMotorolaw b •w& wtl •/• cetwg sign beule•sea, ® oUel Shrub Head Ralnbi/d 1806 30adµlal radius as required p y ltd' �'$'J etc., to prelect prblic Igor Injury, Review u1111ty plan• •004 \ O - r •11 eelell#tg ary w1• rwnd utilities. 116 15H, 150 Install par detail ar6 hpalg -- bpe Ir or replace •t Cowl#•ctor'a •.pane• any .do"".;!1• to `\ \\ - Pttzf O' �Cr11r1eCtl01► esletlf wt111Ue•, rtraotrtse, o1Ls, aY.be, etc., to eailefae- ' Shrub head Rainblyd 1806 (� % a of Owner. I. tiYDellIYllMa •- &wbeit mawYtacewet's llteretwro and •••plot jig 12H, ird / gOguutN) for any regwesl.. wbetltutlowr, prior to start *of . � ,,,\ �� \ prcarct. 00 M-ills spprorele of sYWll.rtlens will be •ode. 120 t. 'AS re bullta' t'ontractor 4"11 furnlek • marked up pilot of the Shrub Head Ralnblrc' 1806 of "o it. lwal•IIII,at r1,oYln: all ch•nqu ■alp Avglr.q the oorn4 (strip series) B15 STJT of wogL. Mor dl4enslM4 to ell plping and ror,wnenie aril of dwwt clip'ne'r %/ 1laid objet:/m. . _PWOgM , �/ /. Yar only -- Ica eAdlt low to seNfactrrar•' guarewtser vac werr•ntlH, L 'T Shrub Head Ra1nG,ro 1806 411 curl •bell be on•wtod tog one year from date of final Pyr+. err g q pwe+, \\�\ `S,` (stop renes) 17 SST, 17EST �yy �q►� j� epta,co, • 41wrt dsfpcts Iw wtsrlel, • ail t, or worreaw- \ ItR �, ^♦-'-_ bkYw SRC 4blp ►y Cowtgactic. bpAlr •wy settleoswt rIG!1 additional soil, Iry C &L4, awed rooalcl. \ • R'v'W'•flay IJIfT�• r ® 3�'+"� \ Control Valve RalnGlyd EP-100-r (1 ) Plastic control valve; Install per detail aro c1[ti 4p�Ir1R t ,�WT St!![-)f:!!l r!>2�!! � \ \ 1. Malec Items -- gofer to Igrlgat/M acwaOYl•, this •Leet. ® \ \\ © Controller Weathermatic MK6A Station tvealhaf proof COntf011at W1th rY �''� «keg It». -- C.�� 11AD a. ralrenised Piper &ta,da rd weight, threaded gal•enlaod IgM ' flttlwgr, air pal. \ \�O lockable latch W b. Pr elect lvo •leers• Ix waawl Dial• Yelosl tom-Ineb class \ ? m saCkfloW Pfevento/ rem 805Y 1- tAe64x- 7 F P opJL`Y G otv Ht/W lo• par, r.p.l A.Iw .110 Pt,u•. \ loco ( ) Double-check valve; install per detail 11 [Y TAPE C►41cr so c, gt••Yal Dgain v01o1 f/1", br one, won-rising stem, globe me \ \ � D t�alC K~ •. 1• rat r, ]00 a1 r..Ing Cha• 1#•n o1 • ® I Pressure Regulator Wilkins 0500 (1`) Install d pressure at point of Conneoion V 1 V ppr orad *goal 11 \ 4. U,aln 1 •r 1 I/1- ■In•.. ,19d. In nn► or approey,• I exceeds 65 psi Z OuICk Coupler � e. uecell•nsuw rsyu fruald• 1 uncal drain Leye, and ® \ protective cap Ior.L sale. � lsslisllallss _ „ `\� Shut-Off Valve AQUA(1'j 200 psi threaded alxlb 1. 4rort -- Lay outuet lbs 1atL 4s closely a posnal to to ve 'istel \ 3/jl Strainer Wilkins YS 100 1• Make •lame lna.&II Its 4t Jlnto &, of orn•r to leprous aata �\� 'T ( ) Brass Strainer w/ 100 mast/ screen roogage. ins-011 Irtlget low to •void proporsd tray locations. «�� 1. [acrrollM - {!Parra• be • tlwl•uw depth a IJ• roc ill thalweg, 4-arR \ •\ Quick Coupler Halnblyd 3RC (33K-KEY) Install�p.o.c. of per detail lr2 ew„• /Asn ons pips ear W Intl'4194 In r trench, rtovidod a.i that at ® '\ /• —•-vMa.e.1 wale jars/ .` of #:aril.#• t»twe•n pl{.e• Is Provldr&. It ulsllny / Rambird 3 Provide 2 keys and 2 alts. •ala lel to unarlt•D 1s for b•A41 ny PIW 11.0., rocky/, .reeve additional au agl•1 end #aPiaz• rlth topeoll or eand. the top a' \ '`•,\ of ell trona he• •ha11 w it.* to .{allyl100 lop•ote. rasps +ll plyinge•>•�� Mainline PVC Class lar manual dr•Iw location. lar filly dial, so the. ralee aw4 cog- �, I \ \ \ 1 1/4• min., seas as noted On plan / reel soy Ica spot” at owwor's OlteetlM, •o that r/stew Irl ly /) /t-� 0 -4� i#RS a.- 31' she Laterals QVC Class 200 3/4' min., sizes as r101sd on plan ' J r.,a.�4 1. &INrlwg -- bfer to t1.Nr•1 Arrenge•sot Placa Poc ler•tIM of / \ 1• •Into• ander drlreraall %a place Mall •.told r finish of pow r•.M arra 12• Into planter, and abet/ M yl•cs0 at 11' /101 or flnl•a ;.•Jo, , ` eR/'ratlKNl& t. yalres -- lwaUll all vel,• •Ojecswl to pared ere• •-, per Zone number r11AL'i ear. &g t•11. ti rti-Il/p,rMlbrto S. loops -• ►rev.:. • rlwlow. 1-awbla-Sao. .—, *"or all oap..t ® \ E tat rY •wed er,oretlo dn.- ol•.n. Valve 5126 ��A. •. Drain rolve0l Install •.manuol •coin or atop-wed waste +•'ye ® ' Vtic t�cas ak"W fawaw�SAW 4 -rile o• sack Olde of Wckflow prrv0at9t as per detail, end addllla of IKaA,wr.O tLLara„oua•q,ra••ag wr►•6 manual dcalns of #09411.0 ON all mainline lar .pole. laslall / - -/r..Ir' #rrmt•y V ipso* PMI. " 41St 8.t—tic 4r01e .01.00 on ..Ch Ion• to fully 1101. •rete.. cap!' •. ~'"'M� eRr~we.a�e1 pirintl•r 00448 -- Install baa&4 rs pot detail, at A• beak from Inside face of curb, All Made to stand lob, ogtic•I. ell � MAMJAL DRAW VALVE v � \ + .•IP►r�•+� b. riw•blwg -- riu4w system thoroughly pilon to valve yylacswent, •end •gel, prime to Mad plscoemat. Clean Out til rlogg0d Mads. / •. Tpoting -- Test ayst•s prior to beckfllllwq ttenrho• sod with / \ 41 Gwasr 0400001, r.rgs all sig frog cyst M, end cap all rlstrS, open .los end Dging eyrtoe to Ill• puswgt. Lines wA1M u-><Il`Krl1✓C f�71(^ Orldenc• vlolblt Itskq• •A•il M rsl0cted. A \ \I �AIRLM.•tr,C :..w+.t7l.M,i.�ff ryt eyC Ill. CIO" on -- compact all lrowewm• to two Seem legal of RA11a1 �►GC^A�•,�' / '�ov C yYTM Apr eowpagtlM •• surroww4lwg sell. m. 11. Provisions LspectlM -- oe/age re"Ost for peovlstew4l loop" tie&• accomplish the follwlag, - ( •. Complete all wer.1. INlr.tlwg Mlawslwg, adjusting the system, al: N=utet,wt. b. Complete the •• brlla- &raw/meg• for review 1 Q�® Courpt�Man e. Clea, Spastics site to opc#lesa aew&Itsen. { 1 4. Prmhro • malwtew•wq Mrwel boaattem, system opseollM G), rV.0 1V4►V.w IrIMJ d'f?L L Ytt fb •004 provide eaNfeetYrer•' IwferoetlM of wrrul lee. ,�O // ✓VY J r/ �\ t'v.C.I,Hitt7ly.. rY#Pq,fK,(�`M tN0's t1f1AXR� 1 11. system Operation Or lswt•tIM( At tlw of final !w•pmctlM 400& •y' r (C�Q;I' • approval, prod&• 4 tralslwg and ostentation session for len owner, sorer/" "oration, 4&lestoeot, and walbteasoace for ten / / ,4h CP \G \\® Remote Control Valve ft's a \ .��•�� •� \JCC' \ • \ IIIIV/�\i J/ O�G, v✓ *Et /I les •'4e�IN"grzr ® \ G .. , »etc Ni, PON, C r1,.0 ELFJO , 1a \ r0 v 1Y'4 R E v X11 ROLL awe ,yQ' iwff+�Mt ✓ ✓ WI16p-er TPIPLE 9rrin4B J01NT / \ � \ �. 1.1YMP�71ttt'+frILY OLP RIkOa� P17i' ► .cyL 'PO SfLwr i 4Pi•'-ALL. In.W/`rp 01Log u *M•`! CMI/MLS'+►lftJS L CJ 'Y 9 W "V'r OVVrrr,*rrrW &-&t v 11 P✓1 I^5 4 flni 4•LtiL Ire Y�46• <b1Nb PW SC►e•ao,^u P'V.C. S MI CL.O", N1f'*LW- a `."ML'T G1.Lti PlWAIT6p tK �'OPL�lct,PV".1e-o'e oats I.as. .E,r�le caweenau ,y/`a / \ \\\\ OPQ-�� +a`rP� hr /Lawn Head i/ \ ® \ N. \ 1 ® A I \\ <CD Ell , a I \\\°o ASF / , �1 o SGA \\°s O` \ ��°0 +�' �� fA•fl1Mt.t.w.w ® � \\\ ��°° ��G\\�O'y \\\ ELEC. METER �/ U1ft,.CU1` J \'� , J \\ °° ��\\� S o, QO ° FC \ \ 0 C \ I • \\G 7 � \ +� `► \ `r4 00 d 11 sr 0 \ I \ / \ QPM fO \` l ♦♦ \ �i \ 0 0 lop ti Fti�\ o II LOGAT5 1"IeAT(oN c'PNTRc��5R A� -� 1( -.0WN , U/AI, WU'NTAl 1/4n l2 � ) ' 2 vo' � � a�V I o �T I� AM P POW \ / 1 70 GoNTFOI. FK, PF - I GONpVIT ."f'� if1��h 1" 3/g ''/Q \ / ® 1' � U11Des ,,u_ii. ft)lap n 1 ISO INTO RAN I N c.-r A I t' w - ► T I Imo 3 \ 1p 3 �~ - / L,IM>,canlfaMlflc+.r. 1, / l V t n I A 1 GAP ANP FLN� (VEf�F`lf 4 G �� I _ � oPvatoafle�y paries/ �q �'.i�F'RCk:t�l i1 A 1� ('CIN ; ( G�N N�_-7�r2r�. �I 11 / ' �i�flMa�a9tn1Maw rllpn Ilpt! I o1N '•� II 'F'o D� NS " AN I20M322,I1� - I I I , VI ANO) TALI. TA? r' — me M•t>Aat"M fora M L4"0 10 tOWM 14 M M 010-MV OF RtMpa W.40 ren i PlMta1 N tlOPgt&a0 ICM M 1'AMp S 100 W_ eel Ile f��"A1RAUM IID Mai 1 - ----- — GDvvT Nr�T� . ( � �d CLa.-NEfzA/ L i ��'� o '0 ® NOW"Dow ODMA f1n. 400IN"OIFLA"V.MrIL.4 viMS WEI"Q 4.,�10 rMK aa�,D M �' ootri ct co mi Dunlolavg yfitnrlm oraalon ge eros MAW=W_ sl anew po unp waw t� OOU1!�M11mIM Og19•t,r CXf1ttALr MII1AIrlfD M wgplM F R100D rG N pft�l IMl Q11�a71aM e.-.._- 1 til S '`�IG� OGL1'T�oN, rel�org.1..Il.vla.ale „w tits oaolr.n .LL .llna at na.t aA De1.o!>'lalf tt..ct ar.r is mt • / ` /., '400 IfglMis p.tl0.y almlollo�.Tom rid 1 - -- - Z" l-EV�-� 5 1, i 114. / ' �,/, — I III --. -_ 3/t 00 MQ S:4 14'2r TEXACO USA f i III 2 Q I -- - - _- _ t' O L 7s.2q A on a,rs 0"siva i o / _ - - - ,��' I ' �/ �1 - _- �_ = -_ I° ® � �.'� 3/4 ' ��'' '� IRR I GA-TI O N PLAN 3 � � 14 1 +1y1.1�l•j�I�� _J . - •�1r•�r� t� t� 7♦�7M•ti !S fi i _!!� is i ti fi•� alp �1 as e�r�w o� . ; �_� LLL —_^ "�' .r1 i TIGARD, OREGON -r ibAO' 1'1!'3511 t `---- - — --— -- — — --- t#� f�tn� tl� l� s� s� eta i>_ 00 00 �a aI ._�aa ._ .. 1�® Z. v_ _- - ' C== o ® m ee 3/ilk4 I ar es A. Govt �c Associates. Inc. ` �i ..�� 11' (lT4 - P & T -- - - ,� — — DRAWN BY ��I+ /t DATELE 2 ��,;,`� Y e� ------ --- Consulting gngineers CHECKED B �1 -_W. - - -- ----- — 103;,5 Main St., Suite 5. Bellows, WA 98004 - - --_ _ APPROVED IDERMI'. racy . B'Jr .-1 b r - �Ifll..t.....�� (206) 451-1212 NQ87092-- IRR 11 of 37 ,,k R . - ,,• .'° _.-ttaww...�'r _ It1V.n.+..r=w(,t.+pla.n --- �ii�0.. w - •-.' leMt1 "., ,,,,..e. .i,-..u.» ,.ii.wo...;...•n,..:. .r1M.•,. .. -µ.. lip < ..� � I 1 ( I ( ' 1 � fllllll"II�'1li�+tll11'1��11+1111111117 �Ilfl�l►llllll�lllf111111►II� illllllllll�l 1111111�111flllllllltltlil1111t Illlllllallllll illlfl111111111 1(Iltlifa�lllll � 1 � S tr NOTE: IF THIS MICROFILMED b a� I w •?--••- -��•�.nw.• .*:--- 5 6 7 !8 9 IID 111 12 - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL_ DRAWING. _ _---------_--- _ 0E 6Z 82 LZ 9? SZ 1Z E2 Zz IZ 0Z 61 81 LI 91 SI Is EI ZI II 01 6 9 L 9 IS-•.r► b IE-•- 2 11lllucllnnlulllulllali11m161u1m1�111t�tluluglfl�1n11t11t�lllllf11111111t11MlV,�flallMtlnt�t�1111111;i�r11uIIIInIII1jV_lllulnitllllll1111hlubiu1111Lf1nillnlhu{lull�wl�llll�llllilltlllllllnnll111111uhw11lWnlllullli111Wllfllllln!llllll�►�InN FEBRUARY 1992 � 8 '� .-.....•... �__-._ --�+•-. __ �•_...,rw...._,_.r_ -.+r._.__ -•_•_.___ .-...�.-...v,_. .,- .____. `- .._. __.___ ,.raw t EQUIPMENT SCHEDULE WALK - IN COOLER ACCESSORIES ROOM FINISH SCHEDULE 1 WASTE RECEPTACLE BROURICK N^ B-21-9 1/� / ROOM FLOOR - BASE - WALLS -CEILING REMARKS _ � 1 ANTHONY DOOR RACKS, HEAVY DDT( STL. W " 3*-, 3'-O" 3" 13'-2" 18'—D" BRIGHT ZINC. CROSS BARS ANTHONY MODEL 1000 2 -� 8 -0 - --- -- - ------ -- - _-_ - --_-..- ---- ----- - -- --- ----- �� __ QUARRY TILE � QUARRY TILE 1/2' cYp.�o -AcousncAl GYP. eu,,Ro To BE MIRROR--SOAP UNIT, HRODRICK NO. B-3229.15 23'x73" GLASS MERCHANDISING DOOR W/45 STD. 1 / If COVE PAINTED GRAY ON TILE TAPED. BOATED. SHELVES, 8 REQUIRED. SALES METAL 15 aOL Yx4' LAY-IN AND PAINTED GRAY - - 4 6" 4 ) 2" 3 24 GRAB BAf�- BRUGRICK N0. B-(1208 s C. � + � 0'-� HIGH TEXACO X32 n O2 SAME AS ABOVE W/HALF DOOR DELI-VUE RACK. - -- --- --- -- cEwwlc waswc A�IER. -_ - ---_ - - n 36' GRAB BAR-BRODERIOK NO. E+ 8206 DELI-WIRE RACK AND 6 CAN DRINK WIRE RACKS, REST D.O. D.O. OLEAN P121 'BON. D.O. WATERPROOF ■ A L5 TOILET TISSUE DISPENSER BRODERICK NO. B-28C 1 REQUIRED. ROOMS SDR W/ OYSTER OROUT G" No. +945 (Pl 00 WALL HEATER SINGER 5990 MP 6200 BTUH 03 2 TIER ALUM STORAGE RACKS 247D x 48'H(L.f_NCO), t/? GYPSUM ® cv 18 REQUIRED. STORAGE U.o. D.O. wALL BOARD PAI!lTFJ) D.O. D.O. --- ---- - - D.S. , WORLD DRYER A54 40in. A.F.F. �q FREEZER-ICE STORAGE, 3/4 H.P. CONDENSER, ROOF - - - - --- - --- --- - --- - ---- ---- -- - �IIII� - - - -- Q 5 - 16' W. PLYWOOD SHELVES 16' O.C. W/ MTD, CEILING MTD. EVAP. ELEC. DEFROST CLIMATE COOLER SCAt Coll Ftnoa INCLUDW WITH FIN. TO COOLER EXPOSED STRUcrt.,R£ C\+ '' 4 ;., f FREEZER -- 8 PLASTIC LAMINATE TOP do EDGE, METAL BRACKETS SHELVING CONTROL MODEL AT-0075-LS, ' REQUIRED. AREA WALX-IN COOLER MFG. REOAARF34ENTS T - - _ - 4� LAVA do STEEL STUDS REFER TO DRAWING -- >� F.D. B 0 COOLER REFRIGERATOR. CEILING MOUNTED FAN/COIL UNIT UNISEX G� b 3 H.P. COPELAND R-12 ROOF COMPRESSOR W/INDIRECT SUS— / 38. 1 FOR SHELVING 9 SAFE BELOW COUNTER, T1DEL TACO a �� O -- --_ -- R.R. CONDENSATE DRAIN, 1 REQUIRED. CLIMATE CONTROL SC-'300-MU O QUARE nLE O wA1L5 TO K METAL, TRIO CABINET DETAILS .I ! •t � �•..:: _ --- WCu� c� INTERCOM SYSTEM MASTER STATION;3M' D-20 AMERICAN oLW:AN Irx el x 1/2' w/ 11rGYPsuu wALLeoARD ATTA�1-CD. A NATURAL N26 MOUNTAIN GRAY GYPSUM WALLBOARD ON ALL. DS RESTROOM WA PUMP CONTROL CONSOLES, SUPPLIED BY TEX,"SCO © COOLER DOOR 4' INSULATED DOOR. COLOR W/ MATCHING GROUT TO BE OF WATERPROOF MATERW_. - - --- --- hA@pyr,A$L BRASS PUSH/PULL PLATES. YALE �. CASH REGISTER;, SUPPLIED AND INSTALLED BY TEXACO X153 CLOSER, VINYL SWEEP SHELVING 1 O MIRROR-TOWEL do SOAP UNIT, BRODRICK NO B-33019 - - �— _ — EMPLWCEE MOP ! 4"x25 GA. METAL STUDS TEXACO COLOR NOTES . ]F D S IN VENTS SINK ® 16 O.C.. W 1 2" GYPSUM RLI. / / COLORS AS INDICATIED ON THE DRAWING SHALL MATCH to �o `v - WALK-IN Q ® HAND WALL BOARD, TYP. TEXACO COLORS AS FOLLOWS I ICOOLER - SINK TEXACO 1 WHITE � � © -_ ELEC. PANEL REF. ELEC. TEXACO 31 VERMILION RED - BUILT UP ROOF — --2 1/2" RIGID INSULATION (R=18.2) THERMAX OR EQUAL TEXACO 32 LIGHT DOVE GRAY Y DWG. MOUNT FLUSH W/ W/ GRAVEL " TEXACO 33 DARK DOVE GRAY At SHELVING V WALL SURFACE —1 1/2 STEEL DECKING TEXACO 34 IRON KETTLE BLACK --JOIST (TYP.) P THREE = 2 1 /2"x4"x 20 GA. SHEET METAL A Z-126--ERC BUILT-UP OVERFLOW SCUPPER ' " ROOF DRAIN IKOOF W/GRAVEL 2 PLACES 4�� -4 \. " " " 1 /2" I - ----_ - -_- RIGID INSULATION 2" ABOVE cl , 002 8 ROOF DRAINO,_ " ,— " ,_ " " ,_ n ,_ " 4,_On , o., 41_O" 4�_0 2" '-2" LINTEL SCHEDULE 1 2 3 6 4 0 3 0 2 -3 1 C _ 4 0 4 0 - - E - - sm- DRAIN LINE -� � - 6"o PVC MK WIDTH DEPTH REINF. REMARKS SEE GE ISI E R A L --- C.O. - ----- - ---- ____ _ . ARRANGEMENT _-.-� "'_ f _ L1 8" 24" 2-#5 TOP & #4E 0 1 1 /2- - 22 GA. GALV. ` '4" x 3" x 1 /8" BOTTOM, CONT. 16" O.C. STEEL DECKING T.S. COLUMN C.U. , ROOF DRAT TS 4x2 BETWEEN COL. I ' 3"� ROOF RAIN _ - .S. _� I _ -______�___�____ __ -___ _ L2 8" 16" 2-�5 BOTTOM STIRRUPS , NL lo � L'1:-- - --- _-- D.S' - - 0 DRAIN PIPE • _ r N 2'-0" -- + - � 6'--°" ROOF DRAIN DETAILROOF `,/ 0 SCUPPER OVERFLOW W NO SCALE SCALE: 1 -1/2"=1'-0" I BRIDGING - - - -. _ _ _ - - - -- t- -j _- - _ - - - - - - - - - - L 2 x 2 x 3/16 W/ -- 1 /2"0 A.B. ® 4'-0n IT Ni O.C., TYP. EA. END LL OF WALL o 3" 0 C.I. PIPE 8" CONC. BLOCK ao Q! z = = Z = I . C'v N N N N N N N N N N N ROOF DRAIN r- r V_ r r r ^ w a- -----�CONC. WALK N p ELEV. SEE BRIDGING w - - - 3" 0 PIPE - - - -- - - - - - - - - - - - - - - - - - - - - - - G.A.P. PREFAE3 STEEL FORM It Z 2 = J Pol,0.10 r i 0 PVC ROOF DECK SHALL BE 22 GA. -.- DRAIN LINE TYPE B. DECK BY VERCO OR NOTE: _ SEE 4" x 3" x 1 /8" L--2 EQUAL W/ 3/4" PUDDLE TYPEFOUNDATION OF FOUNDATIONN FOR T.S. COLUMN W/ WELDS ® 12 O.C. ® SUPPORTS COL. COL. TS 4x2 BETWEEN COL. & 1 1 /2- SIDE LAP WELDS -- EXTEND LINTEL 8" 036" O.C. DOWNSPOUT THRU FOUNDATION BEYOND JAMB <A) SCALE: 3/4"=1'-0" 10'-9 1 /2" 3'-3" ROOF FRAMING PLAN SCALE: 1 /4"=V-0" P 1 /2 x 7 x 0'-FS" W/ 2-5/8" HEADED • • WELDING STUDS 1 8 1 n • U TYP. CUT BLOCK FOR FLUSH 12H4 STEEL JOIST .•- °. .1� FIT OF BEARING PLATE 1 /2" THICK x 6" x 0'-6" BEARING - CUT BLOCK AS ►: 2" SLOPE _ ' '' . ' PLATE W/ 2" ANCHOR BOLT, TYP. _ P,EQ'D FOR •.' - SOLID GROUT BLOCK ® TS 2x4x 1 /8 4" x 3" x 1 /8" BEARING PLATES. BEARING " • •. BETWEEN COL. T.S. COLUMN ® DOORS 8" LINTEL BLOCK Flt-LED ., SOLID WITH CONC. (CONT.) Z Z a�Q p Q o.. I— LLJ I— w / F— C] F— m ►. .� \ . p 1— O F_ { m V) m (n Q / OO OU , e J r _a D ► Y m W co w I FIN. o) cn FLOOR - O. ELEV. -� Z000Aws w wa aawaw Www A\IiM w v.r w s w rvwv of rws sa nA we �=M a0/mm 1M N� m on Am a a AOI 4"Aw a 1110 mum ""ftmmmft�m wm"msv� "am 1 P ► P 1 /4 x 7x 1'-0" ol..w..a..".'I a"..,.mA.«��d w ..�w,o� OAR��M OaTt M w+aa1 Ar-- - —M V, w Alli Now AAI a oarawAa• - W/ 4- 7/8" HOLES wwr aoA A.M N DOOM u■WD N MW�609 t Rra av wIm aw u[owr• r:Wood w w w 0 8" 0.C. �Q\Pd J_ 0N - �, 4 TEXACO USA . � .wrwama SECTION A - A SECTION 1 ° ; ,� a„_ ------- — SCALE: 1 "=1 '-0" � .» t SYSTEM 000 SCALE: 1 -1 /2"=l '-O" t � (MASONRY) 24'—f3" X 45'-4" STANDARD FOOD MART ROOF FRAMING PLAN AND DETAILS HARVCY R. DODO do ASSOCIATES WC DRAWN BY MACS/GAP. SCALE 1/4'-1'—O" IkIM AvP M SUFM 2W DATE CHECKED BY APRIL S. 1988 1° euttu. wefwicm +stop--4420 1,206) M2-I Soo Ray (204) 02—M3 APPROVED SUS-5 7 6.3-S PERMIT 14i_ . BUr _ 14 OF 37 - sat••+•.:. „ -.Iy,.,... _ ,.,:o ,:Y�qy,:.w«rr..•I. •• 4..f --7Yr+,.'s+' IIr4 .e....._..•. :.....lm ayup,ua :.. . ,•c4lyrlsr,M1M rOFYw .,:,�_... - .. .-_ _. .., _ _ __ - .: — 'glllf.o. Oar ..:.._... ...,. . •w1 ,. .'�..�� .- ` 7 • ' 1 _ �� 1 1 1 1 i 1 � r � ' �� '�1��{1►tl�ll{I�I��I��i. Ili'+II�iI��Iq�Illl{11��1�111 +j�l►��,+I+i+�-��+I+i+.��j+i+l+�i�+�,+ltiti��l+i►I+I+�1i+{+�+I+i�11��+�I�++I+t�I�+��+�I�+�I►++tt+l�++ t + I ( { (�� + {11 2 3 4 5 6 7 8 9 ILO I I 12 ---- NOTE: iF THIS MICROFILMED �`�"i'"^—'�i - -------- DRAWING --DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 9= S2 f2 EZ ZZ IZ OZ 61 --91 LI —91 `SI t,I EI 21 11 01 6 •',' 9 [ 91 S'•.J�--1'r 'E•-- 2 1'-"•'-L'" IIhi11N1uiNi►In►t111+i�►111{INi�1111111i1I1111I1�1uIllullluli►►{111tlthutlttttltiNlNtthttthttti11111+1111i1t1�11111fn11N11{111{I1tuilWl�luulilull!lli�Illll►!litullllif�tt+► . ►Il�pn{nu�lminnl�mli�n�lmlm��lllglt�ttnl►t dllllhl _ RUARY 1992 28 ew•,a ` tea► --_ _ .-_ _ ....w:- __...._ .. ,. .,....-,.:.. ... .: .,.--" -- '..,£.---. ......__ —.,...r+ -...-_.. -_ ..._. .. d � - i" ".!w„T" :: p r�s7 r v .n .'T yw.-_ A• -- I �.�.�.j,. �. - • A" ht IIS •\ '� . •�» .� .• ' ' I ' 1• • ' ' AIR CONDITION —NOTES �. �•��: ATU r: •4 r l ue e a� 0.k W7 k ic. Md Dl L No BrD*Z ! ao� •:: . Of CIA01 WO - 45.500 •' f • f A I Q ALDN • �,4O0 "m M -tot,ax"wri er 1 .. ..- .. •.' • '_ w PLENUM -- r _ _,_„_ _ _ ,_ _ • IRot T-a A aov It MOCI f L ' I CE ►rucyl► W r�1.!• ; . -- _ --.. - '— . ROOF CUR • ASST ' ' - . r -• ROOM N�!N `�: --• --- --- a I►O 'M�• t�Y •tT►LES fo�p � ., . KD Q TN I< A�� 1'S�C'!L •' y .• • it IkAw CoNtxM1t '+s - _ ►„ G0CE T IC MVLRTE, 1,- KFf. by +1LtS Cate • o rlo�C L NC 4516 EXHAUST FAN (hwSt'�p�0#i3,� � FLCX• Nu a►�ECW&L -=� �akldGT♦or� - - - - C.0 Qcb� • iT T E/i01►MT A,L.1 G HT - : - - j T R j P K E ��. . 2*0v f ol•Iz, 115. !4 ►c- _ 52 ,4<)o DTV ., ' WALL MEATER' tRESTROOUS ) A A COOLrN , . • - • . I s1� 4t•[ .q,0. 6+q Ntr. (0,100 stj►4. l • _ - •: - r 1 1: HVAC.'IUSTAt•.LA'frolJ Tb MEET gO�SIC, MEC 4k L1_AL CAOE , SND UWIFoRM M6CAA%WICAL UMN - •t• "��► ` aCoU'R�u►L 2, KEri%K,j!V pkTION IMTALIATIOW 1b MEET ASN RAE , UMC 16 MC% S A L E 3 - , 1 - - G '_ AXpvG1rw yCYb BE INS�I�LLL'D Abow 1waF. our''T�/ ?b_��.L�. . . �, _ •- •- Z•` INSLILNTED RIGID RE(.T"uLAA 5"ItT METAL,INEATHC�-PRa.nrcV. • - .• .. yvA E L FJI TES OE 7 .. ' p� - 1 . - _Y E um o 1b?1•I t: FLOOR f�i►P><S_ • �. C�+�GEsw'TQ�G Co+•rvEQTTL CONDEUSATE ,ORAIAl' wl.♦l.:BE Fxl. /•• • •• - • •f..••�-✓ mow•-- ` '`•• '• •• : • '< , ` � � • � - _ • � '.• __ / •• � � ' .� •,.• '�� .� � • SECTION A • A AT A /C UNIT . . t NO SCALE "�•.. . : .: . . _ =mss AIR CONDITIONING PLAN • . o ScAP. u.' • �•• .. .. ; •:... : ® CAP '. - •' ,'� r •• t !-' ice '` FLA-6++144A COLLA[ - aw41' , i ' ,, - AeCpu�IGtl TILL g♦IALL 21 O >s �-o" •I: b Cu1LT ur • ' - - -�� ` +• �, l La,'- Ir a► Crop KWrI� ab M• of , : ev� - � - RILL •G# RX 46T .,. ;.';.. u4Hr >=IxrUr+;E U►yotYT / &OLD e0wv i-Of Eeu FI mue as H • � �►T �. . Z-7 7-1f?%r- `►- LvfU la vo 8014 `•' ' SE E SPE Er E-I FoR, pETAIL5 - , t NAlj'� � AT • 24 6a GnLY ,: _ • - r AI Idl EST 1 AOpn11 TILE CGIL-146 est •� •- • •_ • fs PITCH POCKET DLTAIL • ' �. __..T -- ti �.. EXHAUST FAN DETAIL ` MO SCAT[ NO SCALE v ; AL ES rx r 05 FAN �TEMOMT , PtZEFINi�hlED �TE�L :• ."L� . __ --- -----�- FASCIA PANELS TO _ ► , • i,, COOLtR r - _ ,MATCH' NILPING PANELS ., • _- • �: ... 4. -. .•.., •• ,.' .7 TYK Or 1 41 j I I • � N 16ALVANIZEO 2XZXISUA •' - _ , �; 'V® 4-'- 0 1 O.C. L ,� - • • ' •,�� 1 . . - � L- t30�-TS �b/�� ADpEP LIC�►�T r,XTjACESTL CFiL-iA4'j — - - - -- IN I ROOFING MASTIC• . 4-26-ay fve ,W 1G N EO s T 0. 01/8 NQ UK CEILING PLAN _ --- - _ . __. r... ...a. me .� �' "'"of team* aw" /. ww ft. m ftw a" REFLECTED ow" �..•.... 1/A •1 - 0 1 - Lot �;�i a.; Ole ju /'...* POWN� �.r � 0.0 am .ir.. ..., SCALE2 %Now* as .+/�r.•a/JU TEXACO USA Is VV A&00 - _ 1 - _ "�• r ( fit ASO ! .-�r' .• ' ANo"q Fop .1m MART 2,eX4 4f. *• - _ '' ` ,,,t' : •: _ - . SYSTEA4 4000. R coo Aa Rm=nD CLQ.P't" •. i G ' • ' a �_ • - ,' ., ` 1 - - • + , ! DRAWW •T Me �.. sc..At•t AS.NOTED �. •=,;: ;'�• CHTCKIEV my ' ,' _ r .• 1- i - ••. _ ' • ,• _ • 1 _ a 1� + , �i / f • ; - ' _ y ; •�•..•.` v '••�•, • ' .IL • .•.,'.� ,.,� "y 1 ••►•- Ar"OVI[D , .�I ' .� �� %•��'�~,�`� 1 .PERMIa �J�_� L`11F�.a��(` (_ • • , - `► ; �` ,', •• � �. •♦. � � .. •••l 1' .t �� ♦N �. ••C = ,,_ �!•_ _, '1 • y1 �. y•-�•'• ,. }f •;' � 1 _ •a-. . • - � -. � � I • � .. 1' 1 - • •. • .• .. • 1. •'`••1 "�, •a,, ,_ _ _ ,. ; 1 . _ .. � -.. ..- ,,,=•. tet.• .'{� "• •. !' ��♦.'�• 'Y`•1'y•♦ _•♦� ►•. �• '�r '•�' ••�t ••�' 1•r ,�' •k �- -_r• '' .. �• ,• - 1 ,t 7 1 •� ��i 1'S O� ' • � ' ' 4 � � .' � J ! �'• � �� 1••�� j+• � '.rte. '� ' • 1 .v • �•.. 1 t „I •. ••. .1 •., : , • ,t, .: f � /-t �,1� ,, i .,• 1f, ., '• ,l:r i�1+, ti vl •.� •..r"• L:w.rF.'.l+�t �l' :./•' 1 •• •a. r •• • •• yy.1 + • •.. 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G.I. CAP FLASHING PAINTED DARK GRAY 1-#4 CONT. AT TOP OF 3" CANT. STRIP (FURN. & INSTALL BY OTHERS) 3 CANT. STRIP WALL TYPICAL ; 4 PLY BUILT UP ROOF W/ GRAVEL W P GR BT-UP ROOF I I I 3'-0 P �J L 20 GA. G.I. CAP FLASHING / FASCIA, RIGID AY GRAY (FURNINSULATION I . PAINTED &DARK INSTALR 8Y OTHERS) . & i�I • INSTALL BY FASCIA - DARK a OTHERS) 1 1/2" GRAY-(FURN. & INSTALL BY • PAINTED PAINTED x,33 PAINTED #33 ENTRANCE METAL DECKING OTHERS) L 2x2x3/16 W/ 1/2"0 M.B. GRAY GRAY GRAY DOOR TO am 8" x 24" ' • " • 4'-O"o.c. INTERIOR SEE ALT. EXTERIOR STORE it LINTEL • • B LINTEL BLOCK r • RIGID DOOR ® N FLOOR PLAN REST ROOMS N REF. ROOF � , INSUL. SE STEEL JOIST FILL W/ CONIC. / \ � FRAMING � m TOILET I FOR THIS & STORAGE SECT. 2 1FF I 1` DOOR ONLY ROOM DOORS PLAN O ACCOUSTIC L TILE I— J� BOND BEAM REFER io STRUCTURAL NOTES ALUM. TRIM) 1`- • • � J- 20 GA. RED ACCENT TRIM I I (FURN. & INSTALL BY OTHERS) ACOUSTICAL TILE CEILING 20 GA. REO � 1/2" GYP. BOARD ACCENT TRIM I PROVIDE BOND BEAM AT GRAY GYP. BOARD PAINTED (BY OTHERS) BRONZE ANODIZED ALUM. WINDOW SILL AND HEAD A BREAK METAL TRIM ELEVATION TYPICAL 8" CONIC. BLOCK OD (D CAULK RECESS PLYWOOD BACKING REF. STRUCTURAL NOTES FOR MOUNTING ELEC. PANEL ❑ 2 -8"x 6'-8"x 1 3/8" ❑ 2'-6"x 7'-2"x 1 3/4" � 3'x 7'-2"x 1 3/4" ❑ AL 7. DO 1 3/4" = HOLLOW CORE WOOD STEEL DOOR STEEL DOOR ALUM. DOOR WITH FOR WALL REINFORCING TEMP. INSULATED GLAZING 2" x 4-1/2" BRONZE o 4" STEEL STUDS ® 16"O.C. DOORANODI - INSULATED GLAZING STORE ZFRONT BAR w I BATT ED ALUM. z AI SUTE LATION.ALL /BOXIOUT 1 1/2 PAIR STANLEY ❑ HIN1 1 GESPFBB.AIR S179LEY ❑ HINGES PF B.AIR S179LEY ❑ CONT. HINGE < v 1 FOR ELEC. PANELS W/ 3/4"❑ HINGES FBB. 179 US 26D NON- US 26D NON- ROTON 244 HD �{ of PLYWOOD AS BACKING US 26D REMOVABLE PINS REMOVABLE PINS DARK BRONZE oFOR ELECT. PANELS • Y o ❑ ALUM. FRAME a CAULK p I ELECTRICAL GUTTER ❑ PRIVACY LOCK ❑ METAL FRAME ❑ METAL FRAME DID o PROVIDE ACCESS TO OVERHEAD DOOR o w CUT 1" FROM DOOR ❑ LOCK SET SCHLAGE ❑ 1 DOOR CLOSURE CLOSURE LCN 4040 W/ RETURN TO MATCH r x SEAL CONDUIT ❑ aD JAMB REF 5Q CAULK a z 1 8" FLUTED SPLIT BOTTOM #626—A40-PD YALE #35 qT TOP OOF¶JAMBLATE BRONZE ANODIZED ALUMINUM � FACE CONC. BLOCK _ 1 NATIONAL GUARD ELEC. CONDUIT & WATER ❑ BREAK METAL TRIM O o 3BY VINYL SWEEP 1 ALUM. THRESHOLD 8" FLUTED • �- • • • '• PIPING IN WALL. PROVIDE ❑ CL 3/4" THK. RIGID (THERMAX) ACCESS PANEL FOR WATER SPLIT FACE CONIC. BLOCK INSULATION, MIN. R=5.4, BETWEEN MAINFOLD & ELEC. CONN. ❑ 1 ALUM. THRESHOLD ❑ 1 DEAD-BOLT LOCK 1/2" GYP. BOARD • ALL FURRING STRIPS. FLOOR TO ® ELEC. GUTTER YALE (DOUBLE CYLINDER) PAINTED GRAY of ROOF, TYP. ❑ YALE LOCK SET, 3/4" THK. RIGID co MORTISE DEAD BOLT ❑ ALUM. TO BE DARK a STYROFOAM INSUL, 25 GA. FURRING CHANNELS 1 #G8706 BRONZE ANODIZED � MIN. R= 3.75, ® 16" O.C. i+D BETWEEN FURRING ALL FURRING QUARRY TILE 6" COVE 1 DOOR SCHEDULE TOP OF FINISHED CONC. WALK NOTE: STEEL STUD WALL ONLY FOR WALL SCALE: 1 /2"=1'-0" TOP OF FIN. QUARRY TILE AT STORAGE ROOM WALL. CASHIER WALL CONIC. WALK ' FINISHED W/FURRING CHANNELS AND GYPSUM BOARD ONLY. rz� SECTION THRU WINDOW 2 SECTION THRU WALL3 SCALE: TIONQ" THRU SIDE WALL SCALE: 1"=1'-0" INSULATION SCALE: 1 =1'-O" N CONC. BLOCK FASCIA " . .. 1 /2" GYP. BOARD 8" CONIC. BLOCK 8 CONIC. BLOCK co REFER SECTION 1!� 25 GA. FURRING CHANELS 1 /2" GYP. BOARD ® 16 o.c. N , . ;.. . • PAINTED GRAY ►`. 1/2" GYP. BOARD �25 GA. FURRING CHANNELS ,+ . C%l PAINTED GRAY ® 16"o.c. ' 25 GA. FURRING CHANNELS N t 20 GA. RED ACCENT I BRONZE BRONZE TRIM (BY OTHERS) ANODIZED ALUM. BREAK ;��: : •' rANODIZED � N METAL TRIM • METAL TRIM LUN. BREAK BRONZE METAL FRAME CAULK ANODIZED ALUM. BREAK PAINTED DARK CAULK Of CAULK TS 4x2 METAL TRIM GRAY \ 00 0 4" x 3" T.S. COL. STEEL DOOR PAINTED --� ANODIZED STORE FRONT BRONZE ANODIZED ALUM. BRONZE ALUM, STOP DARK GRAY IBAR a z DOOR W/ FULL GLASS W/ WEATHER STRIP BRONZE ANODIZED ALUM. SEE DOOR SCHEDULE (SEE DOOR SCHEDULE) DOOR W/ FULL GLASS SEE DOOR SCHEDULE INSULATED GLAZING 4 HEAD EXTERIOR DOOR nJAMB EXTERIOR DOOR 6 HEAD EXTERIOR DOOR JAMB AT WINDOW SCALE: 1 1/2"=1'-0" �JJ SCALE: 1 1/2"=1'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1 /2"=1' 0" " INSULATED GLAZING BRONZE ANODIZED ALUM. 2" x 4-1/2" INSUL. GLAZING - 8 CONIC. BLOCK DOOR W/ FULL GLASS BRONZE ANODIZED 2" x 4-1/2" BRONZE ALUM. STORE ANODIZED ALUM. ��•�•�_ •-•-��••�r••• mw�=�� (SEE DOOR SCHEDULE) I4" X 3' T.S. COL. FRONT BAR ANCHOR STRAPS STORE FRONT BAR mrr.,�w sr r a1�>w•e•w w>#s r„wA A.w wro: ,. •.: (3 PER JAMB) e�w.w•r".rs ww.wu wrn•r�wwr.nw wwwwM 1. ,. Imo•!A.A wO N wrrll w1 w rw/O AO wrr•�r•t wY w N 1 ALUM. THRESHOLD W/WEATHER STRIP QUARRY TILE ALUM. TRIM REF. SEC.( 2'PN J 00 0 �6 00 ® TEXACO USA METAL FRAME BRONZE ANODIZED PAINTED DARK GRAY FIN. CONIC. WALK ALUM. DOOR STOP INSULATED GLAZING W/ WEATHER STRIP .. 21 SYSTEM 2000 STEEL DOOR PAINTED J. (MASONRY) _ -8" x 45'-4" STANDARD FOOD MART DARK GRAY 24' SEE DOOR SCHEDULE - BLDG. DETAILS & DOOR SCHEDULE (8)SILL EXTERIOR DOOR g J A M B EXTERIOR DOOR (gJAMB EXTERIOR DOOR MULLION HARVEY R. DDDD �ASSDCwe INC . DRAWN BY DAR/MACS srxE ,/z•-1 —D• eeMMAlp pgelyrt DAZE APRIL A, 19aa _ teo Meal �VEtrt MOt+M tort foe CHECKED BY SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" cin.•- M rAq c>a>"� sn+ APPROVED N9 SUS-576.5—S 1 - � I -. 1 -1 � . . f{�Ijll ill illllll III LUI )) 11��'1{i ILII III l(i� 'I 7�IIf 1111 111111 111111 IIfIQ II II III 11111{1 1{111{1 1111111 1111111 Illlill 1111 X11 1111111 Ill 11 lllillllll .�.. "ifw�ir ' } ( - _ r im NOTE: IF 'MIS MICRDFILMED L 2 3 4 5 ! • "IM IIBSLESS CLEAR THAN IHIS " n is aw 10 'jyw(W. OF THE DItIDINAI Oc OR as is 98 BE lot ea is is OR of •l a 91 of ►I cl al II of i a L s / ► c e 1•�• Mllntln1111111I1HII1g111N11M1■pIw111RwR ., II_�"1' N IRI IIIIIIMIIIRIII - / OfIME�tMY: e yR y.I. EBRUARY 2 1992 24X D2AI KA&I- PLAfJ �e-6' TO SAN. SEWER MAIN � GREASE TRAP• lF- VEMT Jill � 1 Co ROOF TMRU ROOF 4, , y Q«. �co� - - - - - -� - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - ' � ; I - fOs. SEE NOTE I I p \\� / I PUbIiC o OA R/R / CD I, %a' Hw U.G. 11 ,tic sE Io- /_ ' WATER TO YlLA D2AIU FWDR 6wK r ' AIR/WATER ISLAND �i�,0 I - 1Q I ��\ 1 > �F' - -0 IT — .O - I I • d I 0 )(i' WATER TO A�fJ�9 I NEP P2'IVENT—��'I `� pw O IIS Q CO ' II (ON HOSELBNEBPER BIBS) .I, DP6 TN ROOF '` a• F� 1111 _ _ — ._ _ - -_ _ .. _- - - - - - I _ _ FL-0 / � �I� \ / ; � \ Jai Ill ' IjL _ _ — �2"U4 G9/ c. SPE FcR i Q _`�I F�' 1 pM1 � — / ; "-� p I V �Ir• 6RA.DED T�B'u C c40M WATER II /, I. 1LO'eO c� L �.s - 2' I: F�Tc.,r,oe; 5,5`-E✓. T mow.- cc c. ^ \yp � �4v �I CpccEE ryxGrt f xs- r.,x 6 m I I I �I I r WATER TO CAR T✓ I; I AR WASH Cooler I � ` HN+osI I V VENT le Q III —I'4, WATER SUPPLY SMALL ENCLOSE RISER) j A i I WATER VA4c0'_D W/ `� �• i !1 I VVATEg Fu.TRA7s0e.1 SYSTiM . ` ' \ I f54AIDED TU2'•r,L:s •:`+ 2\7►I AttendOnt 0. II \ I II TN-RL') 2' p11L.PIPL e5" , \11, ; I I Storage CPO II O � I II I I � I SOIL & WASTE RISER DIAGRAM PLUMBING PLAN 24' DIA. C.I. MANWAY 57. O.D. SCALE= 1/4'°1''0' FRAME L COVER I.D.53. . r` LUENT C> y I NOTE' CZE SHALLED BE AS "I APPLICABLE CODE PLAN CL AN-CUT 0 T & P R£UEF VALVE PIPING SPECIFICATIONS � FIN. GRADE - _ DESCRIPTION PIPING FITTINGS VALVES REMARKS N 4 I r ' 6 I SOIL 8 WASTE PVC PVC OR AS RED"D BY LOCAL CODE RAINPROOF VENT N I N ,4l VENT I PVC PVC COVER ON ROOF ,p O , I MAYS' I WATER SE BR 2 GATE AFAfE i Gya ABOATERADE CO TYPE PER TL 9E COPPER TUBE 125 LD. SwP SILVER SOLDER 2 i (EXCEPT ENTRANCE: 2507 PSFMaxp AT ALL —'3I� /_' TO Fl. GRAIN —I—� wy BELOW CRAOE SHALL BE USED TYPE ';' SECTION �tir,F . � � 4`q 'Ab A AIR SOLDER SE BRZ GATE CONNECTIONS I > FITTINGS 8 GLOBE ' 4: pa imp GENERAL NOTES, COPPER TUBE 200 LD. SWP ADAPTER AND I p��,QJry6 / IY �S >Q WATER HARDPTEMPER ' I INSULATION GREASE TRAP DETAIL y'¢\`IT\ I `P�,J� a �p1 ilpp >\0gY PIPING ARRANGEMENT SHOWN IS DIAGRAMATIC, INDICATING SIZES AND ENTRANCE 400 PSI Max. COUPLING SCALE= N.T.S. I APf' tyJE >, >'QE�O NECESSARY CONNECTIONS, SEE FLOOR PLAN FOR BLDG. DIMENSIONS. ' � tp�' PN 0• �• i`\��• ,4 1/2' ANGLE VALVES AND 1 1/41 DRAIN TRAPS SHALL BE INSTALLED AT �• / , �(•� * CPE i•�' >,�N6 SV >p , WATER CONNS. TO ALL LAVS., SINKS L W. CLOSET, I I' I \ .L <Z �•� e i'G>0. � ® NO JOINTS SHALL HE INSTALLED IN COPPER PIPING BELOW CONC. PLUMBING FIXTURE SCHEDULE ' ISO(tl I j 1j `.\' \ �• So r�0 ,i�SO �• FLOOR SLAB. ' �I _ TQl �III•LLL i •i�. �'> >QQ�`l INSTALL 3' JASAM' FLOOR DRAINS #203-354 WITH INTEGRAL TRAP, MARK QTY. DESCRIPTION uANUFgCT. FURN. REMARKS • MODEL INST. L; I'� >•� L I I >' � ;•SJ 4' CHROME ADJ. STRAINER 6 3' PIPE OUTLET. I �. I P I I •> � ? �I I >•> �•/• i'>•Z AMERICAN STC. O6 I LAVATORY 0360.057 GL' PROVIDE AN ESCUTCHEON PLATE AT EVERY LOCATION WHERE A PIPE AMERICAN STO. ,Nf4f' 1 ;�:moi'• >�'> I •>•� >.>• PASSES THROUGH A WALL OR CEILING, O7 2 WATERCLOSET 2109.395 �^'�• ' ��•> :\�, � i;,'rI�•I�sF1-x I V >�j >,� >•>• ►F'EP MAKE ALL PIPING ACCESSIBLE FOR ON SITE INSPECTION. O I WATER HEATER LOCHINVAR_OO6E C44 6 GAL AL A.F.F. l UU EJC-006E ON META_ SHELF as N.'�iI••w L i i < N� P•E�P WASTE AND VENT LINE TO HE P.V.C. SCHEDULE 40 UNLESS OTHERWISE ELKAY �� INSTALLED M 36' ' �'i•� ' �IySEP '` . > 'Uty �J� Aq V ,� •> \ �V NOTED, 9O I 3-COMP. SS SINK LTR-4622 HIGH CTR. TOP 01S NEP �O, ~ ��F V \N AMERICAN STD. �A A INSULATED SLEEVES TO HE INSTALLED AT ALL AREAS WHERE COPPER LINES 2p ( SERVICE SINK 'LAKE* A•1•Lr / •� • P05t fEf> fE - / r, PROJECT THROUGH CONCRETE FLOORS, ALL BELOW FLOOR LINES ` , GUF `�� F BpCrF AND CHASE SUPPLY SHALL BE INSULATED WITH V FIBERGLASS OR EQUAL, 1 HAND SrwAH: 'N"'�'v'N �D / iJ oev.oz I �•C. l` r �' SPApFa Ho3E 1Ll a RV.e. F t38 ROOF DRAINS FROM BUILDING WILL HE DESIGNED TO COMPLY WITH REQUIREMENTS ELKAY _- _f F1PFs 4`t' FOR INTERIOR CONDUCTORS. 2T I NAND SINK LR-1517 4•LO( -J1`EK � � /•�r� ALL PLUMBING TO CONFORM TO THE CURRENT NATIONAL STANDARD c WIz1+ 'z) GRAIN aoARDS PLUMBING CODE, UNIFORM PLUMBING CODE, BASIC PLUMBING CODE, -•�;` AND STANDARD PLUMBING CODE. - •` �� i i SYSTEM 2000 •�y� SIA. r ( 24'X 44' FOOD MART LIT STANDARD • `� HOT & COLD WATER RISER DIAGRAM PLUMBING PLAN & RISER DIAGRAM J.,J 091FIED (COLD WEATHER BUILDING)WAT6 t, LtNeg VEE AATN DALE S-0-116 SCALE : AS NOTED x°nrn r na raa,:v oR, u.rNc m n.ry rce ve r.rrnn v n..•e r.a•+. '.- .._'_—� • > 't •Y- Ilh llI IIIII11r Ii IlI4a1rt.I�fv1.NII1,•1�I1I1111111fllll arrrm,w.avn.iu.vmrn•u.w.ar✓.....,,(c aaraAgte:tvv¢ornr vm.RwW°narw,vt:wi.Nsirm:v9ti+�mm".v�mwmvr°...rnunrm. utoomu s mw•¢u+vm�.r.nwuo.rr nrs( a.n�wry1�.e••ur.w t u•ararc.XraX+,rw nresr+en y_ ' 'j• 1D.�A-q6_7_.. ..6—e;M.— TEXACO EXACAn3O us _D.R_.•.n_e DRAWING No.ELIMIMATED FEASE TRAP e[[� ,XAS CHECKED BY -I -87 GHM¢ AaGENERAL REVISI NS SUS-730e3 yy AF°ROY REVISION RECOPODESCRIPTION MINIMUM r7j1177,f T _ El IIIII) III IIIIIIIIIIfi II II I111II IIII I111111111I1IIIIUIIIIIIIIIII11111 111I f11I111IIIIIIIIIIIIIII II IrI NOTE: IF THIS MICRDFIUAED I 2 r 3 4 I15 B 7 la 9 IO 11 12 DRANING IS LESS CLEAR THAN I THIS NOT106v'IT IS DA TO TIE .pMLITY OF THE DRIGINAL ._ DRAW IND. OE 6z ez [z 9L, S2 ►t e2 z2 Iz In (!1 - e1 t1 91 sI r1 EI z1 n 01 -6 e L e I I c t IR"•a' rnllwdmdnuhudlndnuhudmLlunlwllrrRlmllnskminMlN((IIIlchminrrinRlrrBIM11�If��rulhmlllNlunllullu�Iuuluulllllllllllllllll1011llf11111II11111111I1111IIWIIWIUIIIImhu(6ndnnllR111 F RRUARY 2g 1992 P .,�-,—,.Our.. � - J WOOD AND PLASTICS ACCESSORIES: SHALL BE OF PLANOVA HD-2000 INSTALLATION SHALL BE AS PER THE PLANS AND FRONT COUNTER PLANOVA BASE An 6 - 6 1/2" MODULAR PREFINISHED COMPONENTS IN BRIGHT STAIN- MANUFACTURER'S SPECIFICATIONS. THE INSTALLING W/ LAMINATED T 0 P PEGBOARD 8 PHI LL I p MORRIS QOD _FQ9_,.Qp@NM SHALL BE LESS STEEL CHROME AND, OR COLORS AS APPROVED CONTRACTOR SHALL F1_USH AND TEST THE ENTIRE CERTIFICATE OI SP L AT END 0 F LAM. �— CIGARETTE RACK 1A B V.) COMPARABI-E TO PRODUCT STANDARDS PSI-74 BY TEXACO. ITEMS .'.hr BE BUT ARE NOT LIMITED TO: SYSTEM WITH FRESH WATER TO THE SATISFACTION COUNTER 2•ADJ SHELVE FOR PLYWOOD, CONSTRUCTION, AND INDUSTRIAL -CASE - A E - 8GT TuM OF CASE GRADES. MINIMUM GRADES SHALL BE "B-C 1 ASSCrcTEi` RACKS/SI-:ALF SIZES. OF THE TEXACO E_orGINEER AFTER THE INSTALLATION it ATS�1'-O` A•F.f• � INTERIOR AND EXTERIOR GLUE. ALL PLYWOOD 2 ASSORTED LENGTIyS OF PEGBOARD HOOKS. IS COMPLETED. 3 9r! AND 180' CURVED WIRE BASKETS _ w MUST BEAR THE A.P.A. GRADE TRADEMARK OF FAST FQQQ_.A@.RADE SHALL BE CONSTRUCT __ -•�--_- - _ _ THE AMERICAN PLYWOOD ASSOCIATION. 4 CROSS BARS AN BAR HOOKS OF 3/a' B.C. GRADE PLYWOOD BASE COVERED WITH '- -� - _ = MCUNTING ANC LES. #32 T 5 ASSORTED SHELF BRACKETS FOR VARYING MATCHING G FINISH NI: HIGH PRESURE LIGHT PLASTIC GRAMI ATE _ I YD PLASTIC. LAM. CABINET DOORS IRMO / IN THE EVEN LOCAL CODES REQUIRE FIRE W23 W2 , Mom _ I - - RETARDENT MATERIALS, ALL PLYWOOD SHALL (6) ADJU5IHBLE LEVELING l_EC HARDWARE. � PLASTIC LAMINATED do WOOD do PLASTICS SPECS.) '111 �illili'llmp TIDEL - TACC II SAFE (BELOW 1 BE TREATED FOR FIRE RETARDEN.,Y HAVING A COUNTER TOPS SHALL BE CONTRUCT�D OF 3/4" \ - _ ` r �I STALLATIQI�; ALL PLANOVA HD-2000 SHALL BE PERFORMANCE RATING MEETING AWPA-C27 INSTALLED BY SHOPCO U.S.A., INC. IN ACCORDANCE B.C. GRADE PLYWOOD COVERED WITH MATTE FlNISH 4 - 3� SECTIONS n0�� C3 _ r�� LOCATION OF SS SINK W/DISPOSAL HIGH PRESSURE LAMINATE MATCHING 1TJJ1C0'S X32 I - _ - _ AND HAVING NO GREATER R LAME SPREAD THAN WITH THE PLANS AND STANDARDS. NIGH if 0 WINDOW S L L _ � ..� �` @ FAUCETS 25 WHEN TESTED IN ACCORD WITH ASTM-K84 LIGHT DOVE GRAY. A TRASH L;OMPARTMENT AND ( GASHED SINK INDICATES LOCATION WITH DURATION OF TEST EXTENDED TO 20-30 CIGAREHF�-�tVNLRQyA_t�1Q.� SHALL BE AS SLIDE DRAWER ASSEMBLIES SHALL BE BUILT INTO • • _ _ _ / IN RETRO FIT ) MINUTES. ALL PLYWOOD SHEETS SHALL BE AN SUPPLIED BY: THE CCi..'r�TER AS PER THE PLANS. ' Mf �— .—- i j C10 I AWPA APPROVED AGENCY LABEL CERTIFYING PHILLIP MORRIS, U.S.A. DA@INET HAROWARI= SHALL BE BURNISHED BY 24� PAEFINISHEO METAL PEGBOARD _... • N � 1 I �/ THE ABOVE OR BEAR 'THE UNDERWRITER'S 120 PARK AVE. CABINET MANUFACTURER AS SPECIFIED BEfLOW: I PANELS TO BOTTOM Of REQ AL I �I Ct-ADI. SHELF (BELOW ) LABORATORIES, INC. FR-S LABEL. FOLLOWING NEW YORK, NY 10017 PURSEI - TREATMENT, ALL FIRE-RETARDENT PLYWOOD CCENT BANDING' APPROX. 7 - I 1�. 1° RAIL � � PUL A� Nj�� HAL.L_�-.PiQt11I�MQyEL �8554- I ' '�'��-`" . SHALL BE KILN DRIED TO A MOISTURE CONTENT NUMBER OF UNITS To BE AS PER PLANS. UNITS ARE � r` 111111 ( I ip LESS THAN 19%. ALL MATERIAL SHALL MEET � 3 1/2' X 5/16 DIA. POLISHED SILVER FINISH AS EITHER 8',6', OR 4 LONG AND SHALL BE INDf`✓IDUALLY MANUFACTURED BY: I I _ qLnncn 1 2 PR. PLASTIC LAMINATED FED. SPEC. MLI.- L-19140. HUNG FROM THE CEILING. INSTALLING CONTRACTOR 1) PIONEER PLASTICS SHIER I SHALL FURNISH ALL NECESSARY INSTALLING HARDWARE. 29 BERRY COAD DI CO21 CA gN1E1.VE5 I I ODORS W/ POLISHED CHROME PLASTIC _!,AMINATES HOUSTON, TEXAS 77022 r-----" ( BELOW) PULLS !! CONCEALED HINGES INSTALLATION SHA L BE AS PER THE PLANS AND (713) 692-3388 LAMINATES SHALL BE GENERAL PURPOSE HIGH MANUFACTURER'S SPECIFICATIONS. PRESSURE TYPE MINIMAL THICKNESS (.050 STANDARD GRADE h .030 VERTICAL GRADE) I V 2) 04� APPROVED EQUAL TWO(2) PER 1 cI M SC•__�L1pQR �R HAI�QJ��R_-�� MAY BE HIRQ gFiAl - BE MINIM JM �: + - PHYSICAL PROPERTIES TO MEET OR EXCEED PROVIDED BY THE VARIOUS PRODUCT VENDORS, HOW- • 2 -6 4,-0„ 2, 3„ NEMA STANDARDS PUBLICATION LD3-1980 FOR FVI=R, THEY SHALL BE COMPLIMENTARY TO Ti-iE HD- DOOR OF MODEL 1203 ADJUSTABLE SELF-CLO�lNG LAY, PLASTIC COUNTERTOP IM/ FR 50 IN COLOR AS FOLLOWS: 2000 SYSTEM ON COLOR, QUALITY, APPEARANCE, ETC. (165') W1000-328 BASE PLATE AND CASE PLATE �I ON EXIST. SLOGS. 5-0 ALT ERN E 2" SPLASH GAUNO AT 3 - 0- A.F. F. BRAS _Q1�_. RI "'T UyI�S HALL�.E�LLOfNQ, ASSEMBLY - ALL METAL ADJUSTABLE SLIDE E TECH- 4 I WILSONART 110547-6 � R P � AyP_��,OR5�FTA;�L BE 1_P C_ NIQUE HINGE SYSTEM W�'H SELF-CLOSING, HEAT REMOVE EXIST. " TEMPERED COIL c'PRINGS COMPLETE WITH FLAT HEAD RED RANO OVER t �.3`^ I DRAWER SUDE ,SEE CABINET DET 2, SH T. 3 TEXSAN(MATTE; St4RDA,lL.L�AQgq REMOVP YOFgTHE GQNDOLA �-�- NICKEL FINISH SCREWS AND BUMPER PADS AS MA1IU- COOLER DOORS S -1 I — - _- laiTSl&L .S-D _ . R H A IV O I � I fV G � __ _ - NOVAMAR: S-6-18? y.�IT� .�I D BACK P�1E(,S` A►��_-�P�4�,LN� l�Th FACTORED BY: INSTALL GRAPHIC M C __ _ ``_� . �` LOCATION OT EXISTING T 1) GRASS AMERICA INC. I- �" CHINCHILLA(MATTE) yVDORS -OWN IPM NT__I�NQ1 ALLOWED, = {I + d E L C C"� ON I C E T U I''H E N T 0 LIGHT DOVE GRAY 1377 SOUTH PARK DRIVE BOXES (PREFERRED) NOVAMAR: S-6-18C KARNES`✓ILLE, NC 27284 ;� aco " — TANK GAUGING EQUIPMENT �{ NIER_COUr�TE_U-THE SIDE AND REAR (919) 996-4041 • (�,I _ _ _ ,� CII O • O CHINCHILLA(GLOSSY) CABINETS SHALL BE CONSTRUCTED OF LAMINlJ p I • COVERED PLYWOOD AS SPECIFIED FOR THE FAST FOOD 2) OR APPROVED EQUAL Cie --- - - ~ Q ,• I I I. III _ � - � ------- TIE GRAIN INTO EXIST. BL_D*G. DRAIN `• I I I _ � I \I IWILSONAR1110547-1 COUNTERS. THE FRONT COUNTER SHALL BE CON- 0 - TEXSAN(GLOSSY) STRUCTED OF FLANOV.A HD-2000 MODULAR FRAME- ADJU$� Bl.� SHEAVING r'I�AST oS-�/ N _-_r, P� = o N _ ' rn H. E.W. RUNNING " Pr TRAP PAINTING WORK AND COMPONENTS AS SHOWN ON THE PIANS _ I r ES - - -__ I N �, WIDE - XINC FINISH PILASTERS AND SIZE 2 - ,' -- — �I _ FAINT AREA. OF INTERIOR WALLS IN COLOR WITH A 3�4" B.C, PLYWOOD TOP COVERED WITH SHALL BE SIZE 144 CATALOG #120 AL - 5/8" ` O If __ _ _ _ MATTE FINISH LAMINATE MATCHING TEXACO'S X32 CATALOG #21 - XINC FINISH -3/8' CLIPS AS MATCHING TEXACO'S #32 LIGHT DOVE GRAY LIGHT DOVE GRAY. COLOR OF PLAT IOVA HD-2000 COM- MANUFACTURED BY: r , ; +I � =.ate V � I I ( I T I 1 � w A T E R FILTRATION SYSTEM AS SHOWN ON THE PLANS AND AS SPECIFIED PONENTS SHALL BE AS SPECIFIEC' 17 OR FURNISHINGS. ` I 1) GRANT HARDWARE CO. I ` N T R BELOW: ..__ I LOCATED UNDER COUNTER ao (LOCATE N STORAGE ROOM ON NEW BLDG'S.) QASti1Ef�/ATT-ENDANT-_ STOOL SHALL BE MODEL HIGH STREET C.5 C.5 DSW2L— _ _� p1gF�D��(3EPAF3�T10N: CLEAN ALL SI.IR- #61 -0837 AS MANUFACTURED BY: WEST NYACK, NY 10994 GII v' HAND SINK { @1�L��+�fN -*E-0'-04- FACES WITH A SOLUTION OF 3 QUAFTS WARM SHURE MANUFACTURING CORPORATION (914) 358-4400 FAST FOOD/CONDIMENT---N FAST FOOD � � a� WATER INTO WHICH IS ADDED 1 QUART LIQUID 1601 SOUTH MANL EY ROAD z IC 4 - 0 I SHELVES I 1 2 ADJ. SHELVES ST. LOUIS, MO 63144 CA,SNIER ATE HINGL5-5fiW D K MODEL X3029- 1 3-b M IN)ig or - ELFACI; CONTAINING 5� SODIUM HYPOCHLORITE I S 3~ HIGH 20" PREP N� (EXAMPLE: CLOROX) PLUS 2/3 CUP OF TRI- (314) 781-2085 5 DOUBLE ACTING STEEL SPRING HINGE - XINC Y SHELF A ELEC. ES PLUMBING CHASE SODIUM PHOSPHATE OR BORAX(EXAMPLE: STOOL SHALL BE A FIVE-POINT BASE STYLE INCORP- PLATED FINISH - AS MANUFACTRUED BY: - { G 0 N00 L A ( SOILAX) PLUS 1/3 CUP DETERGENT(EXAMPLE: ORATING HOODED CASTERS OF DOUBLE TREACED 1) ROAMER INDUSTRIES, INC. ® TIDE). DO NOT USE ANY DETERGENTS CON- NYLON DCSIGN, ADJUSTABLE BACKREST, PADDED SWIVEL HWY. 176 SOUTH .�_ COUNTERTOP AT 3'-0�� A.F. F. 7AINING AMMONIAS OR AMMONIUM COMPOUNDS. SEAT, ADJUSTABLE HEIGHT FEATURES, AND FINISHED LANDRUM, SC 29356 I` I IN CHROME WITH BLACK VINYL UPHOLSTERY. (803) 457-3301 i Q I II II ► I ILII III I 4 Ili 'j I I (FURNISHED BY TEXACO) ALLOW SURFACES TO DRY COMPLETELY BEFORE I 1 I I III I • r z' NU5 VOA" APPLYING PRIMER COAT - WIPE IF NECESSARY. 2) OR APPROVED EQUAL - I I 4 _ E RPTACLES(FREE STANDING) SHALL BE • E S -_--- 0 _— i. — / C12 1 I 2 ORAWER SLIDES , SEE CABINET DET 3, SHT 3 pRW-ER COAT: APPLY PRIMER AS SOON AS MODEL 1 1 -0034 A5 MANUFACTURED BY: • - II „�„i. I III; 3 FLac¢ `~--� - _ THE SURFACE BECOMES DRY. APPLY ONE COAT SHORE MANUFACTURING CORPORATION SALESROOM_SEIll INCA _.LIGHT�N� SHALL BE INSTALLED 3 OF PRIMER CONSISTING OF DEMOE �PKO 1601 MANLEY ROAD AS SHOWN ON DRAWING E-1. i�,ll S+►.i►r, -...� NTE AN ALLY ILLUM• I , I ADJUSTABLE SHELF #466-K-5511 EPDXY PRIMER TO ALL PRE- ST. LOUIS, MO 63144 > SEE CABINET DIET ��, SHT 3 FINISHED METAL SURFACES TO BE PAINTED. (314) 781 -2585 �yIK MQLQ ICE CEWAY SHALL BE A5 G PHIL BOXES OVER GS G5 I i y �•— COLOR OF BASE UNITS TO MATCH TEXACO'S SPECIFIED BELOW AND AS MANUFACTURED BY: I 00 ER DOORS ICE BEVERAGE I AOJ.SHELF 1 p FIRST COAT: APPLY ONE COAT OF DEVOE #32 LIGHT DOVE GRAY WITH A FREE SWINGING TOP y VATI N • I ERCHANDIZER SEE CABINET LAY. PLASTIC COUNTERTOP ' THE WHARTFOD COMPANY NAPKO 412-S,2114 ACRYLIC LATEX MATCHING MATCHING TEXACO'S #31 VERMILLION RED SHALL DIVIDE WEST HARTFORD, CT 06110 RE: CLE 0 6 r>t DET 4, SHT 3 BOTTOM , SIDES, B REAR w/ TEXACO'S #32 LIGHT DOVE GRAY. THINNING THE UGHT GRAY AND DARK GRAY AS AN ACCENT (203) 233-6251 I-AOJ SHELF W/ I CONT ELEC. PLUG MOULD OF PAINT IS NOT ALLOWED FOR FIRST COAT. STRIPE. UNIT(S) SPALL BE F'LA�EG ON THE EXTERIOR - �p PULL -OUT (3RAWER I SIDE OF THE STO'KE'S ENTR�>NCE DOOR ON THEFAST 06 > I ABOVE 4~ SPLASH - T YP. Q QAj; APPLY SECOND COAT OF WALKWAY FOR CLSTOMER CONVENT=NCE. F4� 4� g-ELECTRICAL FOR FAST FOOD EQUIPMENT SHALL BE SUPPLIED BY USE OF IK PAINT AS SPECIFIED FOR FIRST COAT WITH (FURNISHED BY TEXACO) WIREMOLD'S "PLUGMOLD 2200” IN ANSI-61 GRAY 4 -3' SECTION3 ilk~NIGH �° Io �~ ip'.5 '� PAINT REDUCED(THINNED) WITH 10% SOLVENT CERTI CATEIDISELAY CAS SHALL tIE MODEL COLOR. PLUGMOLD 2200 IS PREWIRED FOR OUTLETS TO wIN00w SILL Igo • '� AS SPECIFIED BY THE PAINT MANUFACTURER. #CD-2436 WITH GLASS DOOR(WITH TAMPER SPACED AT 18" O.C. FOR THE CONTINUOUS LENGTH 16 GASOLINE IS NOT TO BE USED AS A THINNER. PROOF LOCK AND KEY), ANODIZED ALUMINUM FRAMING, DESIRED. INSTALL ON TOP 0� THE 4 SPLASH ,AT THE M m I AND SELF-SEALING TAN CORK BACK AS MANUFACTURED WALL ALONG THE COUNTER. INSTALL AS PER THE 4�" ELEC• A PLUMBING CHASE EQUIPMENT BY: PLANS AND MANUFACTURER'S SPECIFICATIONS. t W W3 BVI N cD — _ A.C. DAVENPORT AND SON COMPANY - Vv23 illiII10111111111111 3 A �- -_ `56M' 306 NALLON ROAD �NIQL$ GRi ,_)1 ENDOf3 ELECTRICAL FOR ELECTRONIC TIDEL TACC II _ INSTALL SAFE AT LOCATION SHOWN ON PAIAT{NE, IL 60067 REMOTE UNIT IN FLOOR AREA TO BE SUPPLIED BY ONE - - - ..�-- PLANS, INCLUDING ALL REQUIRED ELECTRICAL 312 358-7322 110/115/60/1 1O DUPLEX OUTLET AS SHOWN ON WORK AND ANCHORING TO FLOOR. (800 323-3814 THE PLANS. OUTLET BOX TO BE INSTALLED 12" ABOVE PA Z" Hub -� LINIT(S) SHALL BE INSTALLED AS PER THE PLANS AND RNISHED FLOOR, WIRES SHALL BE RUN AS SHOWN ON I 8"K EFIN. M TL. PE G B D. N F L S De.Ar►.r, F 1:_F 0 _5FRVICE APPLIANCES ARE TO BE MANUFACTURER'S SPECIFICATIONS. THE PLANS AND CONCEALED ALONG THE FLOUR USING FURNISHED AND INSTALLED BY OTHERS. WIREMOLD'S "PANCAKE 1500" OVERFLOOR RACEWAY NOTE SEI ELEv TO BOTTOM OF rFIE0 ACCENT" CONTRACTOR SHALL INSTALL THE HUB- r DRAIN, ELECTRICAL SERVICE, AND WATER IlI�FR FILTRATION_-SYSTEM-SHALL 9E MODEL WITH LOW RAMP ANGLE. COLOR TO MATCH ANSI-61 41� FOR WALK - IN BANDING APPROX. 7�- I� N• �qN LAM. SUPPLY AS PER THE PLANS ONLY. THE TEXACO �TW{N CSR WITH 4C CARTRIDGES AS MANUFACTURED GRAY, OR BRUSH ALUMINUM. INSTALLATION SHALL BE COOLER WITHOUT COUNTER A 2- DRAWER SLIDES DIVISION MARKETING REPRESENTATIVE SHALL BY, AS PER THE PLANS AND MANUFACTURER'S SPEC- COOLER CABINET DET 3 COORDINATE AND BE RESPONSIBLE FOR THE EVERPURE INCORPORATED IFICATIONS. ICE ROOILA • 5NT. 3 Foo NORTH BLACKHAWK DRIVE PLACEMENT AND INSTALLATION OF ALL EQUIP- WESTMONT, IL 60559 _INTERIOR `'IGNAGE AND GRAPHICS MENT AS PER HEADQUARTERS RETAIL (312) 654-4000 MARKETING (INSTRUCTIONS/INFORMATION). THE SYSTEM SHALL CONSIST OF TWIN CSR WITH ONE lL�1�. r�PHICS 3DXE5 SHALL BE AS .. LAYOUT - S C AL E * 1/2+ 11 - O+ THREE COMPARTMENT_�1�K WATER FIL?ER, ONE {MF PHOSPHATE FEEDER, EVER - DISTRIBUTED BY: PLAN a COUNTER - - _ _.— INSTALL SINK AT LOCATION SHOWN ON GUARD _U LOW PRESSURE 115/60/1-2 1/2A, ALARM MCA SIGN COMPAN 2411 SMITH STREET z - FOR STANDARD AND ALTERNATE 2 9 3 FLOOR PLANS THE PLANS. MOUNTING PLATE, ACTIVATION VALVE, VENT VALVE FOR HOUSTON, TEXAS 77006 FIELD VERIFY ALL DIMENSIONS DMF FEEDER, INCOMING WAFER GAUGE, AND AN IN- (713) 522-1465 .� FURNISHINGS STALLAT10N KIT. UNITS SHALL BE MANUFACTURED IN ACCORDANCE WITH STORE -DISPLAY-AND-MERCHANDISING INSTALLATION KIT SHALL CONSIST OF THE REQUIRED THE PLANS AND ANY ADDENDUM OR NEEDED FIELD WaTEMS SHALL BE PLANOVA SYSTEM LINEAR FEET(FIELD ESTABLISH AMOUNT) OF 3/8" DLA. MEASUREMENTS (IF NECESSARY TO BE SUPPLIED TO , HD-2000 MANUFACTURED IN PREFINISHED CORNELIUS BRAIDED TUBING, 50 L.F. OF 1/4' DIA. THE MANUFACTURER BY THE INSTALLING CONTRACTOR). MODULAR COMPONENTS AS DISTRIBUTED BY: CORNELIUS BRAIDED TUBING, FIVE(5) 3/8" X 1/4` X SHOPCO U.S.A., INC. 3/8" BARBED "T", FOUR(4) 3/8" BARB AND SWIVEL PHOTO MURAL S__FQf_GRAPHICS BOXES SHALL BE IN 5400 MISCHELLDALE STREET NUT, TEN(10) 1/4" BARB AND SWIVEL NUT, TEN(10) COLOR ON BLACK BACKGROUNDS AND FURNISHED WITH EQUIPMENT SCHEDULE - FURNISHED BY TEXACO SUITE D-3 1/4' NYLON SEALS, FOUR(4) ?/8" NYLON SEALS, THE ILLUMINATED GRAPHICS BOXES. REMOVE EXISTING HOUSTON, TEXAS 77092 ONE(1) CRIMPING T00_, TWENTY(20) #545-1/.'- RED BAND WHERE GRAPHICS BOXES ARE TO BE IN- (713) 6SZ-5808 BARBED ADAPTERS, ONE(1) 1" DIA, INCOMING GATE STALLED. LEAVE PORTION OF RED BAND BETWEEN THE ITEIIA DESCRIPTION MANUFACTURER SIZE. W x D x H AMPS VALVE SHUT-OFF, AND ONE(1) 1" X 3/8" PIPE GRAPHICS BOXES AS S AOWN ON THE DRAWINGS. J HGB_QARD WALL FINISHES IN 5ALF_5 ARRA_ ADAPTER. SHALL BE PREFINISHED PERFORATED PLANOVA ALL OlI-!ER SIQNAQ. D_PG�_•OF_SA_. .I L JAATE l& A COFFEE BUNN STS -F 7 1/201. 17 1 /20x201/2s IS HD-2000 PANELS IN MATCHING TEXACO'S SHALL BE AS DIRECTED EY HEADQUARTERS RETAIL #32 LIGHT DOVE GRAY. HD-WALLSTRIPE MARKETING AND SHALL BE ORDERED AND INSTALLED BY 8 MICROWAVE LITTON SAND -7 (OR EO UAL 1 2101141/201 13 1/2 • 15 PANELS SHALL BE FASTENED TO 'THE WALLS THE TEXACO DIVISION MARKETING REPRESENTATIVE. II I AND THE PANELS AFFIXED THERETO. COLOR STAR 175-C 8 OR OLE • 7 1 H OF HD-WALLSTRIPE SHALL MATCH TEXACO'S REVISION A E C O R O IC NOT DOG OR NACHOS NACHOS BY SLUSH PURPLE 19 11 13 • 25 #32 LIGHT DOVE GRAY. I � oA r t my cc rc w+►TroM .Q,QNDOIAS SHALL BE PREFINISHED A- 4 ACN DIMENSION CHANGE PLANOVA HD-2000 UNITS WITH THE FOLLOWING 9 t»i KH REVISE COOLER I0OR! Q"PLAY N" E JET SPRAY O.,I. SQUEEZER 2 SANK JWT 202 • • • 3•S G COMPONENT COLORS: 32¢87 005 REVISED SALES COUNTER I E >e 19 >I 26 or HI-C BY COCA COLA 2 BMK 4•5 � 102 8T JS REVISED SALES COUNTER f� FF BAR REYNOLDS / A L C O DCF --600- 30 ^. 25 � STEEL FIAT SHELVES LT. DOVE GRAY . F FOUNTAIN 4 V V or AEMC_OR J - 0 C_i3 1 9 x 29 % 34 3 -00 SHELVE BRACKETS LT. DOVE GRAY +� ! I-88 MTM, ADDED �p�GFIc AT�o►�s ALE HD-POST FOR UPRIGHT LT. DOVE GRAYof A H E n R -Ttir.r.a....� w w�.�r.rrs0• rre• tr1r�r twr we r a» r ;••w• •K a Sl.11.,N POPPLE I I16,UR AV LANG . • ..� GONDOLA UPRIGHTS/TOP CAPE LT. DOVE GRAY Wwwo a" ft Pon� ter'"' sobta" ow*0 6�. re G SLUSH CHILLIE WILLIE 181 /2'�t c'3 tc 28 I/2 9 F PEGBOARD BACK PANELS LT. DOVE GRAY •" _ WIRE SHELVE AND MELS BRUTE STAINLESS STEEL_ ow..« ..w ft a"slow.�r..a..� ~.•r•� a Tom" rs FREEZE BEE 8Y SLUSH PUF'QE 15 /20 (�_ OR CHROME �.. .w «.tea..w9w•++ M""' '•`is bw + N ICE CREAM OR SNAKES 270 a SHAKE MA NINE 27'S 21 t 250a 28 1/2 I — TOP IDENTIFIER CAP RED KERNELKI • � , B(AELOw 1 I - TEXACO POP CORN SLUSH PUPPIE 180# 19 I/2 M • 30 la 4 MARKETING SERVICES ENGINEERING L �___J C E - - - - - - - - - - - - - • I MODULAR 24'X 44' F04DMART BUILDING CA81Nf. TAY • MERCHANDISING E4UIP�IENT INTERIOR STORE PLAN _ ---- _ � W O I� r L `1 FOR STANDARD AND ALTERNATE_1.7,", 3 i_' :a r:.A' S PERMIT NO. BUP900157 i EQUIPMENT LAYOUT SCALE: /2 . 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SZ L►2 E2 Z2 IZ OZ Of 91 L1 91 SI Of EI 21 II 01 6 9 t 9 S r £ 2 (awaaw .'� �.�.� a+lIIIIIIIIIIIIIIIIIIIIII111111111IIIIIII111�IIIIIIIIIItighil�t111111i1�llIiIIIIHIIIIIIINIII}IINNl11�1u1I11nIIniI111IlIUIl1u1111 �In111i11Ih111111iI11!Illilllilll]IIIIIIiIbII111I11i1,11Illlutly111n1111lllluul11111!iubw1W1f1i�llululllwtlllLlllII111I1Ilil�t11111 > FEBRUARY 2 1992 ��t •-w •• . � - - _ '..... - - - - I�,'. •< �a • r +'ri i� _• � .�•• 'i,;.'._ •tli..� -'••�_ ,•= a:31t �►-• ....,-- ,-u y�., ��. t , 1 uu.� 1• r r / ,' ; ' .�,.1, I��r�,-', �.! .raj•..: C. 'i� ,1 y+�� 'f+ _j 1• } ��t;' Jti�`, : "1j�11i`•` f� .i: •1 i• Nil 44 41 �r :,. _ •'!_ ' :�• f .-r '� SQ' �' GrC4C. Mv•i Zz _ �!' .�►.:s- .•�.tt .f ►'. r� `, �.. .ta�^ ... �� •.�,�� :+ , _ � - • . J. - � i' • y •� S+�DIAE - PANfl A' gR'C1AT PANEL BO�RQ (4o,OR=) .f .� . •� �:= 1 -- .'.�.�.+'.,�,�� >!�,.;" �c-� i �,._. ,. ♦ . . I - t J �y�a M/yr • OREAKS rf M r,;L• a ..i • 1,4 Nyy11�1U�VMI�ll�p M �/� �/ �/� [ ��""•/ S u N ` ,JL) , :o �Y.a , j!.➢'�/'Jr ; • fry ft: 120 • O AN y � •.„�1 .71J��0 IWCTI�t� �LV��V •�� W � J_I7Y /:� �` i�.fT ir tr � • ' ,.�' ?F-r, L - try �l � . '� t , i •4 a•• _ w,;'�: Me CWCJ�V. , JIJICa 4f1 ,, s• f r t ' r r.lr Lm II/1�.i 1 �,' i r !" 1}y' _Vni ` 1 . '� • 1• ��o Ir _' ' f�` t Mif� ( ' :, r � 1j s i�:��: q� •:� 1 TYPE LV�Y� ; A ® ! ,JI �, I,ti �•-Y / s 1 I4T i f.. .4 Z •. ' ! r ► -� DENT UCHTS 7 h L t. ,� R! IS A OONTROI FRAY RECFPT. • ,r . :� rl ;' '► . ► RECIAJAR PUMP -lf UM. IDCD UPI�P_. - ';.. 1 r +I ' + yi• , 12D VOLT CGiI IM1H 10CONSOLE U CONTROL QCT All A A13 -{�- CKT Al2 /t A14 I :i �� -`` ?Lo. CONI1ERTaf CWT/�CT15 M.��1 •�:- `'j :'�' i 5Q O TYPE XD-1 O�E.SEL PU11P S i:�t lfM.f�DfD PUW' _ R GULAR .. .x� �,+� •' Ld�•� PANEL C' F REQ'D C - - '� CLASS &501 OR EQUAL) -�- QCT A15 A A17 11W Ale A1d SEE SITE DWG AU ;i `: , . • ► i• ► j I JACKETSEJIL-�"l SUB--PUUP 3L NP d 9 .i DIM 3 41 •f mm �► I : " � __ � CANOPY UMTS 9 St 2a- �� : PUS CONTROL 600 A. 3P FU. 5�1C PUFF' CONTR.ILS lZ 30- 2,7 L�CTS a APP'ROAGFS v • ` - PUMP 16.9 - -- - eY BY sG SHUTDOWN SCHEMATIC EMER. CONTROL STA. ��,. + - '' T:= �� ,- `� I (BY SITE CONTRACTOR) - — z QR { t y R (BY SITE CONTRACTOR) •'}`' ' `'" � - .•- �'• 1 I rj j WING CONTROL CKT 16 E1, C'T. P,1_ Pik, I hrtl� Ll , : , t .,'C Ar a PETER 1 "A' 'B" '�C PAIN DISC. FOR CAR WASH AWT10N ''r r S' '• i , ARE 'D OO sPA�tY �� /O rE 31 - 3 ,fit. .4 :••,`T� tr + RQ DESCRY , L (FOR AD IT1ONAL INFO. SEE CAR WASH oEv1�E 9 _ STD. ELECT. DWG) I ENCLOSURE KY-2 CAST N94A 13=-2 UNIT AS r-i ENCL F (�. K - I LC CC 9ZE DISC., CONDUIT do WIRE TOP CO!ITACT 61.00f�• K11-3 C. CONTACT SET 71. 15 - f;,�. , ar - ACCORG�NG TO STD. SELECTED I?. T - �I�U TION --�- - - • - "; I C GEN. ARRpINT PLAN CAR WASs1 REQb) TOP OPERATOR KR 5R 2 1 RED eu B . r -- %rb TOTAL 70. I ?Or 8 9d.d 7�.3 su TOfi ► 1 BOTT0�1 OPfR�TDR KR-n1 YELLOW BUTTON - f D nI�Qn ALL �L.I;G`f w 11c2C3Y i 2� vN ■ ••� i ' •�-._'_� L� .7LJ�a..7 (T 1 r, �• gop — RD w • 1TOP LEGM � SITE CONT2,h O (S'•C s 'N ? ? BOTTGh LEGEND PLATE KN-223 'ARE - BLACK TOTAL A (rp BUSS 'A' �_�AUPS _ ' .' BUSS 'B' 1s TO COIR WATER PSPE IIgo1 '' - I• ;IE t',1�t; • ' qpowg EMER. CONTROL STA. - PARTS LIST, �••�►CENTERS _ a - s� a�NTFtAIrTbR , . -'. OPTIONAL (s� Ftoo�.�) (BY SITE COEITRACTOR) NDfI` AL1. ELF-41, WORK OYar �►T>!S-c DIJTfT�LTOR, t ^1; `- •I t t ,`r: ,j :; ' '1: ,' ` t-3/4 x e-0 Col=pa .n L _ s M z _ 1:•: t:' GI. ROD X11 PVC PPE TO '� '" _ OCSTF�B'JTION SCEIEDULE - PANTl '8' CIRCUIT BRfAICER Pu:FL BflARb (40 ► I;t! 3 M 'r 1 PHOTO001 YM 2100 ATT: AREA FOR LOW 3" NUETM 120E X40 YAC, 60 H� ?25 1 1 1 COrtO. TO SCALES AREA CONDUIT TO CAR WASH BLDG WNTD ON TOP OF ROOF AUP 2 PK NA�J 6RFAKER 'i •� •�1♦,��,{��,-y�{� VOLTAGE CONN IMRE _ - * TRWGR t FOR L .{iDOWN. C � •�- t ti. �,.:^ J>,,. - 4 (FOR ADDI110NA1. INFO. SEE A91 D'�Wtd BUSS . ► - �'.4 :350 YC1d (� PER A 1 0 2 PER C i ) GATS BY 1 .u. LOAD Awls LO, 1 �°S _ ..� � ;• CAR WASH STD. ELECT. DWG) � P � ; � • �� '� , • ' ="a J 2 J4/0 (I PER 8 0 k 1 PER NEUT.) �- g TPP€ WD., COPPER TYPE TNYI - W 3 1 ' CONDUIT TO P01NF�t 7 TYPE. LOAD --- A B N0. A • M0. z j_ _ -8 . t ., /� �. '! . ! 1 I K>~7LL J�I KI / PLOT LIGHT ` 2a.� �. 20-1 1� r 1 j y ► �L:.1 1.1_.x.' Y 120/240 V / 3 0 . 4 w . 60 HZ ` _ - NATER HEATER - _ hS ONE LINE DIAORAIII tS PREPARED FOR BYPASSING PIiOTOCEIi •. ' 2 O'JO��R lG�� •` SAMPLE OF T W AL ` S�ALE;S RECEPT. S 4.5 - ,, Lit ASA LOCATED 0 FRONT COUNTERC#RI • #� • ` COOLER F1MAL DiETERVATATION Of AF1D / 30 Alt 6 IMB ELECT. F1E1.D ZB'3 _ r !.• :r •= � � ONE LINE DIAGRAMWT t } TYPE OF S YMCE, AND DESIGN OF EMERGENCY PUMP SHUTDOWN LTG. CONTACTOR - ' - ' T_ ` E SiBl1TY STAT I6N BY GENERAL CONTRAC- _ COOLER -,` 5,2 , L= *'.' , ti e ELECTRICAL IS THE RESIPOEI TOR TO MEET CODE. d D PLACES) w/ 'HA *-Of AUTO' N /y1 •7 , �' `.Ai • LJRT - • ... r' '• �! �• 7!' 'ter• .J� ' ,. ' { ZrNsmi i 22o v ISA C R c c.f � OF SITE AR"GMCT kO • N SELECTOR SW1T�,r1. NEVA L _ 59.1 - ELECT. WT - ' c L SITE R ECTMAL ENGINEER COOLER 4 HTS s; Y� ' ,� a �c£ ,�.•E�cw.-s r� s� �'i ' - vTo J,ben j eA s F '9 /wx aO R 4 DR. L Z2 - I',AF10 DRYER LOCATED NEXT TO PANEL A — . 831-33 N OONDUIT TO CONTACTOR AND BACK 5 d.5 •,�, <: t TO GLITTER FRONDED BY ,_.: -, .^ - ,• '► ~ •' t I .r . � ,�'ovioE �O[J 1'L�Te � 0010(B 5 DR LTS. 6 -- -- ` ~, ELECT. I�J!TER Ai9� �iG� 4'cl' -s ;k; * f ' Fit ;• COR 4 1�'` . J f • l OPTIONAL f ISG LLLl� TO PW A Ad 1 BRE KERS FOR WW p S'p�,�•� �Ai • V l w 1 �• p CIRCIJi Tzi Ju\rr C1J ' f 'C ^-� •; •:v r- :<i!: � AND M�Ff BY 511E CO►iTR �, -' �- i � :� •� • ; �. 7-29A23 wAlx-t� ceo�R DR. Ze -1 a - , . ; � 4 ` ' I p\ RtSTR00�1 Q 2a- r ,� , o- • I` s SINOU 1 LE 1 S iA 34 ® M/� WCT ' ro " • y .i 11 , FATE3t �•� �' L.� r. , , I:> jl —RA VOLD AT � . f» F1 ZFR 001aP. - L t~ > �;� _ iw dF COUNTER SPAA/C ep ► ; �' •;-tz� - t _�� - . ";: 68-10 EZ « " •...lr . r •'� IN ; `� , 812-14 �� LIGHTING CONTROL 5CHEMATICam 10 = t AM BY BLAC WANUFAC'1URQt 80.9 d3.5 ® SUB TOTAL t TOTAL /1' r rt . • ' —� ' T . ' ' �� l�L L E L E(-I-,;1Tp TG �.C.> ,►� T t 'w ( ``!• ' ' ��JJ g �+ p� 2 AMPS y s( I c� �'i ' ' Al- ► t ' N V ovG TOTAL AMPS B= A .*t ' a 'r . . n, /_• '•• ► 7. • SPOT LRS rr �Ro✓IlaF 9OX O,w/c Y le .RSA ,� R _ �* l' , • , ,- r' p�,�•�• (r'' il• - — ' L�+a L 20 I s , _ t .� *F1 c��{ �,�" Ii. ► r,,�ii/�•f` rt {'`r' 't r+�T } i J BOXES ` . _ - "+ •;: � . ..�' t SITE ARCNTECT SITE ELECTRICAL Qk 'f�R SNAIL 8E � FOR 7 Rik LOAD TX1a CHALK �Vw 71.}G .�7Uh f"S ...i. ,. r} �1 1. �'; J r'•.' , .. 1, -:. SM1 LY tL. �-;+ • +r -/ . i ►. . ,t• . •E l `L•''''',•''' �•'•-• - J+ • •s •' ® 871--23 ' ; ,r. •',. f 'y-!•. .�-,; •1•j,1?+ J .. -R w �'+ '�jj. f �l�"'-•♦ ' ' 1' i �f-',�;�,uE►.IC ;(,► IrEU �•. ►813 J BUXES r � , 1 .'�.. ,; Ja,r�;' _jr• -t/,i, ! -, !`� r4i:f' f~i 5. .,hr L L ' '�i?' L r , l J r• ••• '.•. •�n�1 f., �C ' 't . to ' 4VTi ® /4.#18 �L�� : Bwrr. �f G��rf�e r,B��t1w• �/ ✓CJ ��i / I, i r f• i ` •; ;�=� IL .� Y, l��l •'l• 7/r .'R 1r ,, G 'I 3J� ~1 ,~ •►� O - ) `+ ` . • � 1 �� .• ^ - _�� •� ••.. Y rr�+. ,•. •} .+•�' � '_c•' '+Kl 'tit��:..f•t€i• !'`� ,• GENERAL NOTE" _ SWITOHES 1'9 CQNTROL ALL - <' __-- . ( ) A27 _ �� LIGHT FIXTURE SCHEDULE UGHT1NG AND M CIRCUITS PANEL A ,rA10 r�cL � �:. SEI ��►�- r1 ,T��i _ ., •i: t �_, •�';. - ,. �_ : �a � ,.: • r . ` •_ AFF LTG 1 ( ..- OfSC t'''i1'OEI + - LOt,ATIlON FM MIN, C O N D i iI 7 SIZE 3!4 (.i .*. -._. ,;,': L ft 1 ST (A ) �--- �� 1 SALF_S AREA LTG (A2) �i O` M _ R B �L1Tf1(�W YM 2GIT-Z,,t Cy-412 : $ $y$T�. 6-C . 5 C. MIN. WIRE SIZE #I2 TH�'N, EXCEPT D1SP: CONTROL #lE3 THWN � • . �' '►1, K�• 1 ATiE A NT LTG (A3) _ _ ® WGRI 2 7 _ '~ ' 1 LTG CONTROL BYPASS A27 .y EQIt i�E�TRO101tS( AlALL ELECTRICAL WORK IN ACCORDANCE WITH N.E.C. - „ -Z' . R IE 1 9 1 b M E C ti �' �`. (W7H Pff^T UQH1') , ELECT. IETER 2 1 OOOLER a.rc •Y osc R •r•o•+ 'KAS{lN' lid: 1802 N. VAPOR PR'J�OF WALK-IN & OTHER C U DE� HAVING JURISDICTION, 1,41 ', !OY us • ALL ELECT, FIXTURES AND ECUIP, SHALL BE ><: '� WP l SY7 -T��`��' �`' -ATT.'-)M- GROUNDED FJEk N.E,C. q ,� R G►-tt.►a;f;�� _.:IG--r- . T��r ti 1 ✓c N% ,oE,� F ooR A A 40AI XR04 B6 NO OUT BLDG) 2_ _ . W1 R, Z'/ L E/a'�T ///� AV rVRto �(� INCccuum� +`—/spy ALL CONVENIENCE CUTLETS TO 3E 3--PRONG GROUNDED TYPE, 1 a, �. + '•ra_ .r.' I -_ . A4 ----- -- ® 4 Lr� L la SM DWG TU EXHAL,CT FArJ & LIGHT IN REST ►'O[]MS SHALL OPERATE root oft�,��„� ►, �., , w M ..c+ •• ' i ,�' �� _ ELECTRICAL PLAN � "LEY ACJ SN� RECFPTAa1S � x � � � pu FROM �'AL L S� I T CH. cold," �.� �?� �,M� o.e �TM L$ ', r W l•• iw 00t+. � 1M.1 T1a1f! ., ,,.. - ARE! TO BE LOCATED AT 2T A80VE �,�.,•�, �' 1� �iTX-400-SWH/C CJWOPY �""""� • ,.••�+ti. �""• ' - ALL CONDUIT TO BE CONCEALED. .. ...• r .arN•r Akt�t! M A•• u+►"•i w`�♦ . - •. FLOOR EXCEPT AT FAST FOOD COl1NTt7R MOPY Ar'FCtE SFE SfTE DING ,... ...,,. ..+� « . >,� rar .•++"" w �.. . M� - - . �: �• •'y -� LEGEND x '"=�!� �• • s� ��,''�. .'. ,.•� MOUNT ALL WALL SWITCHES 4'-6' ABOVE FINISHED FLOOR ,-�;l�s ,1 i •"''' - rr' r tt! - � 1 F NOS P �� MATED GRD RECD• ' '' f �. .' AND ALL OUTLETS �' 0' ABOVE FINISHED FLOOR EXCEPT - , F e r y . 1 s Q PHOTOCELL (LT ELM (� � =.t :;, I � C ::T` i�, t .::;h:�:•• .w`, WHERE NOTED OTHERWISE, ALL SWITCHES AND OUTLETS *' , ,. �: a' ,* HOT LEG NC LIGHT FiXTl1RE I � . ':, r�AA::, ;,, TD BE FI_.USH MOUNTED, t,' I r e - . rh i ,�', >�4. ,n !+� $ 20A &P.S►1. WAIL SWIM ' I _ ' .�` 't ti' .0 MW qrr ;; COOLER DOOR HEATERS SHALL NOT BE ON THE COOLER �W STC�I � i l�(��Y ` LIGHTING CIRCUIT. t, _ -� , r f _ , ,. r. $ 3 WAY M NEUTRAL 2� a' � MAS ' ' 1` ; {� PER ' . '' -�.., •• f' ♦ y1�: 3 '.j�1I(, ..^y•. ��.//•�. //��)�yy� '1`,y��..y f .,.`'. TYPE } C(/�'/'�. 4 A i .� ^ ` •-�• • :"l' 'F t . �''' 1 •V r•..NJ .i 1!� r yi�W , , r Y-�Iu •, {4 •ii-i y.P1/.• •L 'I '�{.A \N ' �• • t - .•-�� , '• I • - + , ll ..11 ILSSSIII«<•rr�.... L UGH W6 CWTACT�DR - , - , ! .1 © Fl-OOR REaYT. 15A, 120Y GRD ,; y t• ! I DLIi�LF7� RECE 15A,.• / p 1 u;f 'r DRAWN BY �. � `' L' i1:_t� �,c •E1 E;{ L��`I t I �4_ .�► ' , CHECKED BY A,= r I RMIT Nn . 't'1 �� -r✓'' •. i IC,►4 Ir J - APPROVED + ''•" "' ;'`�" "•,ti,lM � iNFr9NKN+W"4f�1 .,1RT'fN, t{ r.`"H°•�1.M''. .Ir _ -. _ - . . , , • ■moi �r o I .. 1 •- 11� 1�1 III III 111p111 'Fj1, ,11 III Ili b)I I 1 1 t I 1 1 ! 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W/ 4 -'ti,�b'c M.6.� LJ�'TF�iAI.•- WING 80 NIS, fg lost � r'i IG ZOtJ E ZI 2�1" 4 Ii'!.V. GRAIN COINN. 'TO 517E FOUN1�1 WN: -- TOP CSF DfCAIt�f�E -5%e5ZFI"1 TEND 'rI NG�� TO PI K,�l UNtDI�JTU�D -eDI L OF ?Ltd . TyPIGAL AP `� 5 �6°•R� �rr7' 4 FLAGS w12x Ilo - - - 2 PLACE. ) "u'I _ ISV'JJG� ' Sp 10 0 APRON 7 N �b l��t ��`�I'-�` �4 s ( PAN EL = 10 W/ A. x'I �G��2�'1� 1'pI . f i w '6Cb IVI. t S, � O F �M�I�T 1 ER DRY�K I R,p ^11I A Mac I M u M OF G 9'4- 61 AtLLON J r •- - +---- - -- t ` -•,.. ----'��f n OF V1f"\7FJ2Jk IgCI� G��- I N T1�+�(� r 3�. L J L '� �I pv L ' ' J D. ; e (,ll�1JG RETE C RFJ NFA RTYt L J NNSC� A TE. v F� I N�pE TION I°K10R TO FUM?I W41 60+�1G+� � 0A 6A WAY i N FORGI N f`, Ve" MEV PSI!-L�7 ATL LQ�JR7RMIfJL� TO /STM bt5 .+ - - 3 ' - �- I" �Q ,r2'-G"/�,6. G Co"OC. �r2J^l7E 40, Se - 2Ck.000 �I. D Q v'c R D. Q W/ DSO U B LE N U Ttp. 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I°Rov I DE - hJ i0oR Xy DK^a" /%6 KEoLj I REn u NTI L ALL PERMrVJ EtJ'F 4Ti N I N6{ 15 IN rL.AeE. �Il N f>ANc-L- r �' �. ►' 2- -r�i-T A To we FIELD 1 N tpTA L_t_ 41-0t20 E3EYDND - UNIT CONVENIE ,rG" ° APANEL Tom., L��. � 9 IJCE 570RE I APRON PANEL � �4 ,cG �j/1� _� /L � T5 I BL961• KIFF KU. SECT. ® b�YOI�DNCL — ; 1ZEFE1� MEGhI VES. x IS GIA•, 2— u/8 o Km WI .7 — �fIE��Al.O � I�III I _ -jwlox G5x2xI1b4A . r W 12 W/2�5/8! M.6 • 0464 • ~ � IC`T SECTION ® IDN 3 ,� _ , SCAB: rte' ALE: 4 _ I -o 20 G .51-IT ATIONFAGS PANEL W/ 18 e5 A. `7HE5ttT METAL SAP. I L 2 x 2 x B C4A. cyALvCONT : Vella-� I'O" '� METAL- WELD TO FRAME t=A. Its 8 � IGEN PANEL. 12 x 2 ,� ��' 41.01 WIVE 0/2 L 2 x L1,"Z9 x IS CA . 'FIELD INe2TALI 9r W t7WVJi GtiL BRACKETS T YP e F-A. YJ I2 PANEL- 7Yf., KE G��j 2- �8� � Mo.}--' v. 1mtL,'ZYP. -a, 0-C, W 14 • - �8"cq MB. ON \ VENT 2 x �t3 GIA• 65x2" IS GIA• r 4 PRovIDE ,; I,I Q p w 12 - - - SEDT ION © ,-� -- -- - I � c 2 o z� o QPEN►NG 2- Y t-t.e.�e ,� I, GO` A. G EA. cotr EA. END 49r_ V? I+ 7 -� _i I FAGS 1�)ANEL YJ/ Ifs GIA. ` L QAT+ON II _ _ G5x2 F=1�f1MLJ� LIG—__ ;,HEET ANAL- WLD E — — —_ — q woAyr, f't- �' �I t -TO FKAME EA t7IDEI W 1 4WIPE 'w.I�LjgE F'A.NE_ Imp FIVET — `S GT I DI�1 H - AFKON f ANSI.._ _ I S A. ��,LV. � � TO FRAME 2VI .5,W�MTL .CCVEC t2-(A14[)M z f-E AM DECK�--� G. ( Vol' I� 4 f.., ?TE•EL FA/,INA ! / IZIVET-I 6 S w�Lp "TD -- AM GHANNEL� f 20 6t,.caALv.CAU-TTctz. NEAR ✓IDE ---� Zv e4oz%. cLa�urE rIEL FAK ✓ID i- _, L21 SECT IO, J `\ ITI�N 1DSECTION �� I DI V - ALL INF�RNATION ON TiIS DOCUMENT 1�2'j I'-0' SALE' IAC-I'-C' - C i 1 t%,-ALE : �/� -=1'-D'' IS THE EXCLU�I�'E ('ROF�E'r;T�' C'►: ��,�,�" : I /%"= I'-D' HARVEY R. DODD L ASSOCIUES, II:;;. Q COPYRIGHT 19CC PERMIT `;O . BIJP9C '' CONTENTS PROJECT SHEET NO. REVISION DATE APPROVED — I D�.T E DESIGNED HARVEY R. DODD & ASSOCIATES, INC. ��F'f��°oo'�0 � �Op x 10a r- gl� _ F�-T IONS �N --- d LAN , `� TESD I NG. of DRAW"rf.G�t lT�, CONSULTING ENGINEERS m ,�` �,.� -i - - G, f ,, r � I f2L/TUFAL NDT� 8n� ror.��y �-vEI�LiE 5•vv .�._. CHECKf.D �J '� 820 MitJpR AVENUE NORTH St-�MTLE. WF.S�� dGTO.� 9 109-4420 • 2 SUITE 200 (:0�1 F6?-15^:' it �G. ° `;' �GATTL_EE (r�ING, GOJI tT7 ), v,�A I NG-Ta; c JOB N0.Srx7L F/,X (2aE) 6E,2-2623 r • !;,,rl� li�'�rjrli{rlr' 111i1i �) s,Is III sIs ILsts`I III rII tlt's1� IIs IIIrIItIiIllll{I�IIIIII ,ItIII+I�I�ItItlllsislllslslslrll�r!►Irlrl�l►I�Iil�t+l�,��I+I't'slitll({IIr{slll�lltllrtUlltllrsl Y � - 2 8 10 I I NOTE: IF THIS MICROFILMED r - 1 ! - -3 4 5 5 7 9 12- ' ••m - . DRAWING IS LESS CLEAR THAN I THIS NOTICF�'IT IS DUE TO I THE -QUALITY OF TIE ORIGINAL .*. DRAWING. - _ maw QE 6Z 9Z a 9z S2 I EZ tZ tZ 0z 6r BI LI 91 SI 1►I EI ZI II 01 6 0 L 9 S ti E I ,rf' ►�silsmlluslnllh��I��I��uI��I�hsrs�suluss�sss+issaltn�«��In�:1�,uhsrl!►rsshnlltst��n4ss�is++rlssuhlllhslllrutlrnlLl'i Ilrrlul�Iru�isssrltluhlulturlllnhl�Ilulll�atluu�swlu+IlrrulrullllrrinnllRntluu�uulull�wll,Rstl>Ilull►u�q►I�u� . FEBRUARY:' 28 1992 d 41,-4" - _--- - STRUCTURAL NOTES: S E G.A. 4'-0" 8'-4" 8' 4" 8'-4" g'-4" 4'_0"-----------40 OF COL. c OF COL. OF COL. C OF COL. -� OF COL. CODE: THE UNIFORM BUILDING CODE (UBC) 1985 EDITION 6" OR 8" PRESTRESSED COKEFLOOR A= NOTE: 1 . MANHOLE FRAME & COVER BY OLYMPIC FOUNDRY TYPE MH19 OR EQUAL TRENCH DRAIN. REFER TO G.A. 2. GRATE & FRAME TO BE OLYMPIC FOUNDRY TYKE DRAWING & STORM DRAINAGE PLAN. SMG 83G OR EQUAL 41 '-4" 13'-9 5Z16- 13'-9 5/8" 13'-9 1/16" 6-#4 BARS 2'-0" 4'-0" 2'-6" 4'—O„ 8'-4„ 81_41/ - 8)--4" - 81-1 4,—O" (TOP ONLY) \ 0 � I GROUT POCKET I 6-#4 BARS FOR TS COL. 4 OW 3"O PIPE (TOP ONLY) SEE DETAIL # DOWELS DOWNSPOUT L� I ® 24" O.C. FOR DOWNSPOUT -- TYP. TYPICAL �,4 0 -- -- DRAIN =, - - - _ --- I INE - - • - -�--- -- - _ , ,-," D R AN L - - — - - - - - - - - - = o " " „ TO SAN. SEWER I/ I I I III -1 L1J —1 f 1 2-1 /2 4 4 2-1 /2 _ V lI ��1 I I _ I o 0 3'�ROOF DRAIN I o - I _j -/ C ANCHOR BOLTS C V) i 3"0 ROOF DRAINCN _ =-- -I - - - COL F - - 00 S P SLOPE I rT o o - �`' 'toll - - to I -- - -- - --- - - - I 0 . �- - - - - I--- -- - - ---� r- - - - - - - --I o ao COL EDGE OF _I " LL i CLEAN OUT 4"0 C.I. PIPE 1 0 JA _ BUILDING CLEANOUT SEE G.A. PLAN FOR FOUNDATION " TYP. I " �T— T � `�— 30 PIPE 15'—8RAMP ELEV. PLAN (VENT PIPE) AN N1I (BOTH SIDES) I o — _ I wry GROU fc POCKET N CLEANOUTI 1 '-O" 2'-0" 1 '-6" 3'-0" 1 '-0" �f TI o FOR T., LDL. I I --` I I 0 1 ANHOL GRATE I - - - - � — SEE DETAIL— � - - - � — I \ i� VAOI 0 4"0 C.I. I Iw I ( PIPE SLEEVE , w OF COL. ao I 1\4��(-20"R, TYP. d o I 2-3/4"0 x V-0" �. 1. > I I LG. ANCHOR BOLTS 0 4" HOOK W HEX I I HEAD NUTS AND f \ NOTE: I WASHERS. I o 0 SEE G.A. PLAN FO !4!5 — n �n SEE G.A. VARIES4' 0" 12'-4" LOCATION AND WI TH4" PIPE-- 0 ' SECTION C-C 4 0 C.I. o I PIPE x 34"LG. GROUT POCKET DETAILS FOUNDATION PLAN SCALE: 1 -1 /2"=1 '-0" SCALE: 1 /4"=1 '-0" #4 BARS ® t 1 '-0" O.C. 6" 3'-0" 6" 4'-0" 6' VERT. DOWELS. MATCH EA. WAY 8►_6., DRIVEWAY Fin #4 DOWELS #4 BARS ® 12"o.c. SIZE & SPACING OF CMU WALL. REINF. W/ NOTE: ALTERNATE TO C.I.P. MUD & I @ 2'-0"o,c, EA. WAY "'-6' LAP MIN. I --� 8 CMU WALL ECTION GREASE TRAP UTILITY VAULT OR EQUAL CENTER VERT. REINF. PRECAST OIL/WATER SEPARATOR (T� ) 6x6-6#6 REINF. 660-SA, W/ CATCH BASIN UPSTREAM PREFAB STEEL FORM WIRE MESH APPROVED BY TEXACO (Oil DRIVEWAY MUD & GREASE TRAP DETAILS . �.. '��' o e - �.. -. v w �� • • o .L .�.. �. —�. w - .Z�.�� — 7- 4c* � - • � SCALE: 1 /2"=11_01 r''' �- o _• w o o _ o _ — _ - , 8/' CONC. BLOCK A A A q - rr... V r i • r - r , 0 1 _ I CONC. WALK , a P 3" 0 C.I. PIPE ca 1.1 , /a' II ' ROOF DRAIN ., ¢� 6" 1 '-O" 6" 6 MIL. POLYETFIELENE 6" 1 '_0" 6" #3 STIRRUPS o - J _ 6- 5 BARS 3 PPE " �_ 1� o_ VAPOR BARRIER " # SEE GEN. ARRANGEMENT 6 3 ® 2 0 o.c. - (3-TOP & FIN. FLR. I DWG. R.D. MAY CONNECT #4 BAR CONT. I:i" SAND CUSHION \ ' 3-BOTTOM) ELEV. SEE TO STORM SEWER „ 6„ 3" SAND 2- 5 `BARS 2 O CUSHION (TYP.) # G.A.P. PREFAB (TYP.) STEEL FORM SECTION A- A - �.- i . . SCALE: 3/4"=V-0" VERT. DOWELS. MATCH DRIVEWAY ---) DRIVEWAY ) SIZE & SPACING OF " (FOR ELEV. SEE G.A.P #4 DOWELS #4 BARS ® 12"o.c. CMU WALL. REINF. W/ -:- -� ® 2'-0"o.c. ' LAP MIN. -� 8" CMU WALL I EA. WAY I 2 6 � , PREFAB STEEL FORM - 6x6-6#6EME REINF. DOWNSPOUT TCONC . WALK BEAM �-- 6 ti11L. POLYETNELt�NE WIRE MESH VAPOR BARRIER SCALE: 3/4"=1 '-0"DRIVEWAY h REVISION L� WINDOWS ADDED TO 4/26/89 LEFT SIDE. nw am"Off wo THE Na mTm mKw Ma1w,o=Am we a na omm"r vw tam m ro ww ' '= "" ra , ..� -■�. -`.. .Z ter. �. 9.... ..�. a 0 o,�. ,ii •.� +'i w• "m n wsro.�o m mvuNE)SM ran+ac npe[un d la,ao.a Oras TO VD wo/r L4M .,o.rn Klan ewu�oa.m alnrw"�u wrn�nm ranem a rrcf waAat to onar a arra*e iw" _ G - �� "Tm M"w"(Xaa"U d}Rfar MWBVM w 11UIM F wl"MG NSI IWaI Al c r 071 •741m ..1' .. 4 _ d q 4 - 1 _ Rr.Mw nw ooaaon. HMV"MANIA swa w VWA wry 0 OMM ro"rt A� ►o ni • • L/� '\ •. Q .4 ?. , ' I I, F, POW031+0 WFIS "Ira nw Del oaOaflrt wLL a Hae w TMW Nn CMWWD=PJAW oa.To Im a. I V . I nwMu[ut anowr wmnam in claaa we _ o , I eco USA i� �� 6" 1 '--O" 6" #3 STIRRUPS - 6-#5 BARS �' A ny o► rc= iu�c " 1! 7 '1 „ 1, p • .. 6 3 ® 2 -0 o.c. 4 BAR CONT. - f 33 BOTTOM -' --- --- I - 3 SAND 3" SAND CUSHION � f ?l, ' 41'-4' x 18'-0" CAR WASH BUILDING 2' O" f" CUSHION (TYP,) ---- 2-#5 BARS (TYP.) FOUNDATION PLAN AND SECTIONS SECTION B B - _ _ _ _ _ _ _ - . _ _ F�IARVEY R. DODD &/ISSOC{ATES (NC DRAWN BY GAR/MACS SCALE 1/4"-1'-0' agmuumAERMT'" "ir BUP�+OC167 " " MMIOI �� DATE APRIL 2a,t�8s m t/Iott AAot1t MOI11M sfl�R tpo CHECKED BY _ SCALE: 3/4"=V-0-0 �q �,,..,,o� ,Ny ,p�e,tt .r♦.,w, APPROVVED FN9 SUS-7 43.1 T WPM T-7 11� 111 I I 1 1 1 1 ( l I 1 1 1 1 1 1 1 IIt i l l 1 1 1 I 111 111 I r C 11 t r ► t t t t i i i i`.I i i i il� i i i T ,.1 fliYi t t11 tIt �1� 1 Ott J I ` e ilk I � 116�11111 � 111 � IIIIII Ij1 � 1 �,- 11 1 II �' � I ! 111 � ) ) III � IIIII111 � 11111I � I � I _. 111111 SII I I 111 2 5 6 7 ® 9 10 11 12 NOTE: IF THIS MICROFILMED ,-- CRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. It 62 9z Lz 9z r.z tit CZ Zt Iz Oi 6f 3� LI 91 %1 Irl EI zI II 01 6 9 L 9 S Ir E , - "�ttlwllnnlsu�hu�I��nI�u�I�mlm�I,tn�sttt�Itallttt�ttitita�t�nlii��w��111��hntluulnulntll�+rthlltlnubu111uI�11ui►�tullnt�Ihtlinu�nulllu�nrduu�mt#Im�rullt�r�Iwla�ul�lullutluteltttllnnhw�iwlruduulwll�u�rluln�►��hn► "FEBRUARY � 2 2 � 99 .,,,. _..._.-_._,.-.....-,.ti...s---.fir..._ _...... ._ ......_.... - _..,..._... ......_.._-._ .. ,.._ .--.--.... ...._..._..._ --_ _.. BLOCK OUT PLANK AS 20 GA. PRE-FINISHED #4 DOWEL 1 '-6" REQ'D FOR DOWELS COUNTER -_ ^.SH ROOF CAP FLASHING, TYP. LONG ® 2'-O"o.c. 2" FIBER CANT. STRIP ® PARAPET (TYP.) TYP. I DAM VOID AS REQ'D & " .' GROUT ALL VOIDS PRE-CAST COREFLOOR CONC. DECKING (TYP.) A — 4 PLY BUILT-UP ROOF OR EQUAL lot, .j W/ GRAVEL (TYP.) �, Nr. O.H. DOOR � Alp TRACK Q000 _ _ 4 �, �. .�. � '. 6 x 4 x ,/4 FASCIA r A .: � ,► I :�� .. �=,�. ANGLE -�� PANELS. f.: - 4'� I 4 3 4" x HORIZONTAL SMOOTH FACE + I CONT. BOND of ► ' `G 1 -3/4 x 4 1 /2 I -+�- - 16 GA HM / Ei" x 4" x 1 4" 4 BLOCK BEHIND 4 ' •. SEAM. REF i STOREFRONT DOOR FRAME ANGLE FASCIA STRUCTURA! I VERTICAL N N-11 . • �.� NOTES. 1 /4" PLATE -- -� H.M. DOOR ' I GLASS - - ALUM. O.H. 8" CMU SHOOTH `r O N O.H. DOOR TRACK I I DOOR ` FACE BLOCK BEHIND MOUNTED ON I " CEILING FASCIA PANELS 4 1 /2„ TYP • � �� - 17. 0) H EAD HEAD HEAD iv SCALE: 1 -1 /2” = 1 '-0" SCAL _019 C7 SCALE: 1 -0 Ic ��. •'` mil 1 /4" PLATE - 112"o GLASS 2'-0"o.c. I 4"x n n x t/4 1 -3/4 x 4 1 /2f 7 ANGLE ANGLED TO '� I 8" CMU FLUTED ALUM. I N SPLIT FACE IN 1 -3/4 x 4 1 /2 STOREFRONT ALUM. O.H. o I STACK BOND. STOREFRONT DOOR I MULLION HM DOOR FRAME - ATTACH TO MULLION o d 1 1 /4,� PLATE 6" x 4" x 1 /4" GLASS H.M. DOOR ANGLE / ALUM. THRESHOLD CAULK O.H. DOOR , B AMB 2 SCALE: 1 -1 _ ,_ „ C6)4t-M - _ ,_ „ 8 , .. /2 — 1 0 : 1 -1 /2 1 0 SCALE: 1 -1 /2 = 1 —0 8" CMU L ..'� rIN. FLOOR i CAULK ! FLUTED BLOCK (.�o i Z—125 EC ZURN BUILT-UP I , I 1 /4„ PLATE ROOF DRAIN � ROOF W/GRAVEL GLASS FIN. FLCOR M FIN. FLOOR MATCH RIB 1 -3/4 x 4 1 /2 1 — I AT JAMB STOREFRONT BAR / ALUMINUM FLASHING RETURN TRIM �” AT RIB IN EA. SIDE AT SILL & JAMB � 3" � DRAIN BLOCK AT ° --- 8" CMU P 1 /2 x 7,� x 0'-8" PIPE WALL SECTION WALL SECTION WALLJAMB II WELDING STUDS / ADEDq SECTION , n B C SCALE: 3/4n = 1 -0 SCALE: 3/4" = 1 '-0" SCALE: 3/4—= 1 '-0" SILL JAMB SIM �-�- ROOF 3 DRAIN DETAIL SCALE: 1 -1 /2" = 1 '-0" NO SCALE 410 /_ �T.S. DRAIN x COLUMN 2" ABOVE ROOF lop-opt n i 1 /4" PLATE ' GLASS - 3'-0" r• 2 1 /2" x 4" x 20 GA. - v 1 -3 4 x 4 1 2 OVERFLOW SCUPPER / / _ STOREFRONT BAR 2 PLACES , DARK BRONZE I: o 11 GA. FILLER TS C PLATES OL. +I FIN. FLOOR 0 Fh ELEV. , - N P 1 /4 x 7x 1 '-0" ROOF OVERFLOW SCUPPER o I W/ 2-7/8" x HOLES SCALE: 3/4" = 1 '-O" J w � ® 8" 0.C. � LL - SCALE: 1 -12 1 -0 MULLION TYP . BUILDING COLUMN L = — / SCALE: 1 " = 1 '-0" _1 L_ I _ — TMS aanaoll MOM, NTIDrI X001 idUwO la 1QAOa K S M,Saro,n 4 1Cw6O.E.AMa rw a"mmmm N c_J wom"•Ir Mon vx ar==W. a of wjms O on Nft I Ma►am Wm owl"ceras ou t"m anmwrm, ow"m sI VAX..rias to omm a Lm M ANY amff:Swm w racy►a onoar AVI w m N MAIM wr mvm rt my rotm rm acan-oft" MA IRII. TIS oaotatMl,mm"w"m Scall I"vw"Morar R®M M)NM a 'a M O ruwO IS]IALTIDf MO nw"a Emd ff nil at""N mw A"omrwom"m mu',a M 1 -1 O'-0"x 9"-0"x 1 -3/4" ALUM. O.H. 1 -3'-0"x 7'-2"x 1-3/4" DOOR COMPLETE WITH HARDWARE FLUSH STEEL DOOR a TZ=O USA„ . s.ar nQ,00 ' (12 GLASS PANELS) MFG BY OVERHEAD 1 -1 /2 PAIRS BUTTS DOOR CO. "PANORAMIC” 1 -- THRESHOLD 1 - LOCKSET ' 21 41'--4" x 18'-0" CAR WASH BUILDING DOOR SCHEDULE WALL SECTIONS do BUILDING DETAILS SCALE: 3/8" = 1 '-0" FNRyEY R• D(M alA690C.{IM NC DRAWN BY GAR/MACS SCALE 3/4'—I'-0" "j� t� CHECKED BY �� APDL 26.1 ling me a" APPROVED IOW SUS-743.2T L.a 1 . �• ♦ - , I I 1 ^.,..:. ,- � - Y- '1a,{I�bR11gMf .. giPll•q•nMN[.!I/M,UMNP4Att-...,. ..._...yu,.y., .,..• ...,.....,... . 7A�•. • II _ ,i .� I�� III Illllll'111I1111�1�+1111I11�I�ti111I111111tiIIt1111��lIII��111lII�fIIIIII1111tIII ,IIIIIIII�III�t��IIII�III�IlII111�IIIIIII�IIIIIIIIIIIIII��1111111�T111111�111IIII�IIII111�111�111 , _ ,....' ! � A NOTE: IF THIS MICROFILMED 2-. 3 4 5 7 8 9 10 I I 12 t DRAWING IS LESS CLEAR THAN - TH I S NO T ICIe, I T IS DILE TO JHE QUALITY OF THE ORIGINAL DRAWING. -- --- ---- — - OE 62 9Z LZ 9Z V vZ EZ ZZ IZ Oc 61 BI LI 91 11 t,I EI a II 01 -6 9 L 9 S b E Z 1311GAS" _ - n.I�unllul�uuhul�uul►IIIIIIIIIm�tttlun�ntt�nakna��+��wdnu�lulluu�tt�Mn�talhtr�mlllnl�In111ul�null�I►IIIIIII�IIIIIuaI�In111tu�1utlu11�Ig111111�uulWl�Wllln�uulnuEnuluu�nIII1W�W11u11111Q�ll1111Ju�►ILIIIIlI�1WIInt -low FEBRUARY 28 1992 i i - 31 1-41 3/4 " CAS LINE TO METERS 4 -0` INSTALLATION SPEC1FICATIONS I . AIR SUPPLY LINES TO BE SCHEDULE 40 STEEL r"�-3' ROOF DRAIN 3` ROOF DRAIN O N pg1T T a 2 . PVC CONDUIT IS 10 BE USED WHERE POSSIBLE BUILDING SUSPEND FROM CE: _ : .. 3 . ALL FASTENERS ARE TO BE NON-RUSTING STAINLESS19 CONCRETE o; ELBOW APRON - - - -- - _ MATCH MATERIAL FINISH I ! ' )C '-0` RLL ~ ! -- ALUMINIZED STEEL PIPE ! �HANCERS d FIT^: 4 , ALL CONDUITS AND PIPES ARE TO BE CROL"ED a , ALUMINUM REFLECTIN NEAT MORIZONTAL AND VERTICAL RUNS • OR / ` ZC�� c--� L DECK S . RYKO INSTALLER WILL TOUCH UP PRIME AND ,yb BURNER ASSEMBLY �B W BEAM PAINT ALL RYKO EQUIPMENT ! INLET ASSEMBLY _ _a •10 ' 0/; 6 . STEEL PLATE L FASTENERS USE° TC SECURE THE o CAR WASH BOOM ARE TO BE STAINLESS STEEL . 1 \\\Y� . ALL ELECTRIC EQUIPMENT ANG INSTALLATION II ' 1-SET REFLECTOR AT 30' ANGLE ENTER IW MANHOLE Re I WIS TO MEET EATHERPROOF NEMA 4 SPECIFICATIONS FOR APPLICATION _- __ _ _ _ 1 6 . 3 H .P . AIR COMPRESSOR SHRL: BE FURNISHED RECLA1 �•• --� BT TEXACO IN: . AND INSTALLED BY G .C . TC 1\ EQUIP , 80) RE? REFLECTOR HORIZONTq- i INCLUDE RIR SUPPLY PIPE TO AIR D: SPENSER I` 4 •' PIPE ti� � EXHAUSTER RSSEMBIr ---7 :ZEC STEEL PIPE 1 - AND ALL ELECTRIC . 1 t - : NUM REFLEC70R WITH S . HEATING SYSTEM IS TO BE SUPPLIED AND B Ilt &0 , 2' PIPEII E lI ,o EXHAUSTER FLE%18LE PIPE = PORT AT B ' 0/C MAk . INSTALLED BY C .C . ( SEE CAR WASH HEATING COMPARTMENT 11T��` I I LFIhlsO BEIiNER j ELBOW _ _ - - _ j NOTE ON GENERAL ARRANGEMENT DRAWING ) �L � -- — ~ — �3' 2" FEMALE I`e STEMINSO EN) DAMPER - - �_ — —_ — COUPLING 3 T �!, NAT 1S ALL ,F L--- - - _ _ PMENT LIST �, DIF FEiRNINNAT �� INA1E1NLINE FbI LISTIN HEATING PLAN - 31 ' BU I LG : _ 3U I LD I NG MANHOLE RETE 'to NLIN ��N/FE'�L,�BOIs I r 1/4^ = 1 '-0" --- ,"T7�uC? 314 INLET ASSEMBLY 1 TER LAIhU1'LIN1 f COUPN4 o r_ _- _: '4_ - =H BUILD1NCt 800 BURNER ASSEMBLY h1NAT UNIj" SN LINCE LYS P 4 '-0" - h-- •-- 4 -0" 1 -304GAS AS- ONSUMPTION) I- 4" PIPE 3,4„ (N U1. g11PP1TN _ _- _ - __ 3/4" _ _ TO KE7ER - S . . 304 AS TUBE W/2 ELBOWS. L - COMP/j TMENT Ni3i y 1 ' N V OFp IR p UBE N ALE I __- - _ _ c '. _ . INCS 4 J 8"e A �S RLyE • P tE TEN 1NG 3" ROOF DRAIN 3, C FE LIN EOI 314 N10B, sv - - - 40OF DRAIN PAINT TO 1 17 . •41 DAMPER - BLANK COVER NgTI,•e 4•• NDa!PL 1NcEE m TER �� - _ _ _ _ c _ _ •{ MATCH 1 N: :. : EXHAUSTER ASSEMBLY 1 ! . ' 4 EXHAUSTER FLEXIBLE PIPE ELBOW __,-_:� _-_ BUILDING W r - _�._ .•19 EXHAUST DUCT SW PROM E BI - 70 ' I;' :. .,SO REFLECTOR i l} �• 8B N ALUMINIZED STEEL PIF ;. - BURNER ASSEMBLY 12 M: : HANGERS — 3 '-0& X 3'-0" \ i 7 NOC _. HANGERS STEEL CRATE / .�o \\ ALUMINUM. REFLECTOR ---' / / '♦ 0 �+ / INLET ASSEMBLY 4 I ' I NG - o Z,,e `f♦ \ ` �•`�•' f1,0 \q 3 '-O" < 1 MODE CLET ASSEMBLY 1 MODEL RNER ASSEMBLY I o 2 EN CD�ENh \ \ A p �Ao �S B BDDDE 1A SOpp O ( 130 CONSUMPTION) 1 MODEL - 16 BLAST TUBE [!• 1¢• I m!f ylg0 LINE\ yN�T 'L "e' �OLRER lT ! DRYER I SET REFLECTOR AT I.n;._ Imo— ENTER 70 ' MODE. S TUBE W/2 ELBOWS. w I NNENT2,.c o RLyEOFF C, JE l 6 COUP_ t/4• va' I o I m! gLISTO i•! T 1! pREEp I - 1 MODEL 5 ER 4 mI \ N ss ENt 1 I 1 MODEL 3 JSTER ASSEMBLY BLE PIPE 4 '-0« JI o n ART PRR EV SET REFLECTOR HORIZO"-•/ 1 MODEL F=�.• RUST DUCT COP T) v R r O 90 ' MODEL ;+6C ECTOR a N 1 fF R1N I SSEMBLY 12 MODEL 3E . : RS Z•/ EDL .� I I 7 MODEL 362 - v N FINS f (R - - - - - -- EXHRUS7EI -- PIPE 1 ELBOW I S I ' BU I L•-_ HPLC PIPING ISOMETRIC - RIR 8 WATER LINES ---_ — = 2 MODEL 314 1. SEMBLIES ` : DR NC SCALE N - _ DAM; - EXHAUST DUCT 2 MODEL 900 B 3SEMBLIES(105 CFH OR! "PTION EACH) 2 MODEL 304 AS- ! - . ,.37 TUBES / HEATING PLAN - 41 ' BUILD PAINT 7C 100 ' MODEL 304 W/2 ELBOWS. 1 TEE, 6 COUF_EPT MATCH BUILDING 2 MODEL 3117 TUFF-_L- ," COUPLINGS 1 MODEL 341 DRMF _- EXHAUST DUCT (PRINT TO !.° 5 DING) 1 MODEL 334 EXHA _ .EXIBLE PIPE EXHAUSTER ASSEMBLY 4 '-O" 1 MODEL 201 EXHAL ' SEMBLY Ar- N/MODEL 219 EXh' 'T 120' MODEL 360 RU LINE TO METER �T Q 0 EXHAUSTER FLEXIBLE P!-i. - 22 MODEL 361 MANGE . a 3" ROOF ORI11N ' --- - - PAINT 11 MODEL 362 HRNCEr : ENTER DAMPER ' L - iy . ' F'� '� DRAIN TO 231-0" (31 ' 8 41 'BLDG) - _ _ MPT CH SYSTEM BASIS ' 25 '-0" (S1 'BLDC) - - - - - _ _ BLDG. SYSTEM BASED ON REFL• - - DIY WATER RECLAMATION DETAIL 41-0" INFRARED RADIANT HER . TEM. SEE G .R . PLAN FOR LOCATION OF TANKS — 13 '-0" NOTE : UNLESS OTHERWISE SPECIFIED ALUMINIZED STEEL PIPE BURNEI MANUFACTURED BY COMBL " ' -SEARCH ALUMINUM REFLECTOR __ CORP., 2516 LEACH RD. . ' , 4C. - • TUROULA70R MICHIGAN 48057 (313) E.. • WATER SUPPLY 1 "m ALL DIMENSIONS 8 DETAILS COUPLINGS . ARE SUGGESTIONS ONLY . ALL BUILDINGS : LOCATION 6 INSTALLATION - i CONSULT LOCAL CODES FOR ' Irv'.E7 RSLTHERMOSTAT- HONEYWELL r 4 '-0" 2'-0" //-L CATION ENVIRONMENTALIST 11 3"m ROOF DRAIN 4 '-0" MODEL T 6031-AI029A BY "RYKO" SPECIFIC REQUIREMENTS . DRYF : ) SET REFLECTOR AT 30• PNCLE REMOTE BULB -- 1 _ 1 ! NOTE: I Wa � ••- ENTER 3"1E ROOF DRAIN - PROVIDE 2"0 FEMALE COUPLING 2' 21-6" PIT 6 TANKS TO BE PRE-CAST CONCRETE . ABOVE FINISHED FLOOR DEPTH OF TANKS DEPENDS ON SLOPE OF 4 " .-SET REFLECTOR HORIZONTAL t 14 '-0" ALL BUILDINGS DRAIN PIPE FROM PIT . SUGGESTED SLOPE INLET ASSEMBLY OF 1 :77 , rr , r - - , TANKS TO BE LOCATED PER THE GENERAL II I I v I ARRANGEMENT PLAN. ELBOW I BURNER ASSEMBLY R TANKS DIRE TO BE GIVEN R HEAVY COAT OF II^ SAY A BITUMINOUS MASTIC INSIDE AND OUTSIDE _ _ _ ®SWITCHI I r - - - - - , PRIOR TO INSTALLATION. - - - - - arH- I Z- I Iill " i _ N PAINT ' DRYER ==Z Ido I � I I � �\ � - il I ©' a ATING PLAN - 51 ' BUILDINCEOG MATCH z 11,0!^ I II II �' 0.0 I 1/4" BUILDING aX LA wi I u~ I I u" I REVISION RECORD - - -- DATE eT DESCRIPTION rv¢w II I I — �\\ COVER ENVIROINSTALLATION NMENTALIST I 1 V DRAWING - ' 1 8.1985 ACM CHANGED DWG. 2-1987 CBM ELIMINATED HEATING L - - - _ J L - - - - J 2" HOSE 4"m C.I . DRAIN LINE--� 2" FEMALE COUPLING (SLOPE 1 :100) ON 2" PIPE FROM COMPARTMENT 11 -THIS OOCUPIE,n RHO THE IWORMi1DN MEAEtn R[uTIMc TO TEXACO INC. IS M IRV[RTT OF TEEACO INC. N1D INS L[FM FE%N It•XaT IM CON,ICACO FM iK NEIYRTL SEE SECTION B-B IFR[ OF IELA[O INC. AIG ITL TRSI OI MICR RMO RrF AFFILIATES. ND IINt mum P 11µE -- --- LEAN-OUT PLUG STEEL CRATE UNION LE mrtm, wEmae4. O)nauuTED, DunmLD OR RACE ArAIwLE TO OTHERS a - 4" DRAIN PIPE " MED CG P EXIun N IRD[YE, La CErT LAPR[nN AMNIDIRIZEO a rtTIME n ------ LANK COVER CONCRETE CNE RUS TION R[C[IrIm TMH COMAQIIT, Iw.r[/, = MANHOLE 0 8E EXTENDED LIQUID TIGHT 1 (SLOPE 1 t77) o. iuL iCLrCAArSiiiiui ��M,WE DELNEO TO HIM AC4W TO RSL fMIMINc TO SURFACE WITH 24"m STEEL MANHOLE 1 .. •. ,-. : _ 1 i iveieciTONEi TO THe rRirAi[ 1nE wReoEY RLUTHELP Iiin i'Si[iF"`m °I"e[' W COVERS WITH ONE DRAIN HOLE �-�--� �'� - � � _ M I 1 T 1 TEXACO USA i SAND 1 ENVIRONMENTALIST 11 M B"MANHOLE WIN 2"PIPE AND COPARTMENT COMPARTMENT o • ' FLOW-FLOWMODEL 50 A I 1 _ _ " MARKETING SERVICES ' R TERNATE LOCATION OF TANKS ' - - - , * 2` BALL CHECK VALVE ® ENGINEERING CAP TO MANUALLY GAUGE TANKS. - - I1 ! = 50 MESH FILTER _ F _ In = __ - - AND 100 MESH SCREEN FILTER F_�"___1' (2 TYPICAL _ . 1500 CAL . __ 1500 CAL . -- v � _ SCREEN AT INLET T NK TANK POINT OF PIPE +�1 ' 6 ; 15U RL 1. 00 CRL . I - COMPARTMENT I1 L NORTTHMH00ST1CKP NY CRRWASH INSTALLATION m" -: [ r 11 II II PLUMBING PLAN -_.;. ___, ......_: __,.....:. . ._._ ...: _:. . .. . . _ _ 6-7381 DETAILS _ 'g I 1 + + 4 SCALES 1.F4" = 1 '0" 6` SAND �3'-0"�� 3'-0` G" SAND (BY GENBCONTRACTOR) RYKO EQUIPMENT ^' I II II SEE C.R. PLAN FOR -4" TYPICAL IO -B" ` RECLAIM PIT-�{ COMPARTHENT II L COMPAR HENT I J I LOCATION OF TANKS 6 -0 6 -0` 7'-0" � ___ _ -J L —--_ J DRAWN BY NPS SCALE AS SHOWN SECTION A-A SECTION B-8 CHECKED BY LAR DATE 5/1185 -- ----c) APPROVED. sus - 380 2� — — — ,FTs s .r3 a NITISI'I'I'I'I'I'I!('I'I11Y(LI'111�jIltlfl(1!I'I!I'III!ITItI!1�C!It I!{!I!I!I!I(I!� l!I!I!1 IIIIIt I!I'I!10111!I!I!I!I!I!I!I!I!I!I!I!I!I!111!ICM1111111I!II�tI11111I11CIi1i111!I!I'IIIIIn1 + + - ( NOTE: IF THIS MICROFILMED 1 2 3 4 5 B 7 8 9 10 11 12 +•<•NEW, DRAWING IS LESS CLEAR THAN C THIS NOTICIv-TT IS DYE TO _j[ L ++ y—.4WLITY OF TIE ORIGINAL -DRAW ING. OC BL 12 L2 92 12 111 _1 E2 22 12 Of cI 91 if 91 S! ►1 E' 21 II 01 4 9 1 9 S O E 2 1•'•'- NlunluuluuluulunllHlluulmLllmLIu61RMelaeMirLtEInI14MIdui)Irodunll 7M11�11IunIuu6�nulnulNnluuluuluululd9RluuluuiuAlwdlwlu!!I'"!1i!!! !n'I!!n�uubwl11Gu11uullwlullluuludlg11�e8h9) 'FEBRUARY 28 19 92 124X ELECTRICAL NOTES 1. G.C. SHAH INSTALL ALL ELECTRICAL REQUIRED FOR CAR WASH EQUIPMENT TERMINAL BOXES, JUNCTION BOXES do SOLENOID VALVES REQUIRED FOR CAR WASH EQUIPMENT FURNISHED BY NUSTAR. PANELI30ARD AND ALL OTHER ELECTRICAL FURNISHED AND INSTALLED BY G.C. 2. ELECTRICAL ITEMS FURNISHED BY CAR WASH SUPPLIER NU-STAR . A. CARWASH TERMINAL BOX B. BLOWER CONTROL BOX CONTACTOR C. COIN BOX &SQO CUPL*,>� 2' CARIIAIrA'SN D. KILL SWITCH AT CARWASH BUILDING [DISC. S W !VI E. SIGN 'J' 80X 111 F. BAY SWITCH IN 510RAGGE TO CARWASH 3. ALL OTHER ELECTRICAL EQUIPMENT REQUIRED TO COMPLETE tI� SIWTGt�s ROOM INSTALLATION OF CAR WASH SHALL BE FURNISHED AND INSTALLED IL 9Y G.C. AND IS TO MEET NEMA 4 SPECIFICATIONS FOR WEATHERPROOF • APPLICATION. 4. MOUNT UGHTS APPROX. 1 g' BELOW BOTTOM OF STRUCTURAL BEAMS L1CiWTIKl6 FIXTURE �r-�E"Le r r � EMER�1 P B. OAA RK QwN _ - --- _ �ESCR1rTlolij STATION L S P.IL- -'.L_��"E;� _ ld�tr+TING -'b`�3Td►./4i 1�iG._ REST - EMERG EMERG CARM514 54UT- DOWN SC14EMATIC . /� L L b R K 5N A LL at E I W ST A L LX L7 1 N Acres[Li .k<V v m T N �.) • E. CA M 0. A L A_ ------- -----� _ - N ENT E R � ►f bTnv��I1 t A> ►� s T�t�o►I to d s t.o�►ttllA �, E - ��, C O NQ W / Z 1 O T N W11 �,,� n2_ - -- a" +►)C.-- JA . COIYTR/�C?OR SKAII FuR;11S� Ay D I:�STisLL ECTRIC +�. + L::->Fz9t -�ta•4 r_ 3�� UtiZ '0445M NEATER-W.W.r_xRAN C%E P. S�Cx• 3 ED 4Z 51<W 1 w - ec - .o�'+�►+ro-- _-r +�.k+s+.� -,w►.,�.�,d©- CO X11 w mA W.>NGE. •TNEALAo sw 5TOGk. lir 113. 44..•Z,•-_A d2 ML `f°'�-- '''e NoutiT +'MOVE 3LA5 ELECTRICAL PLAN tje'rj;fe r `�� H00eRUN TO PP•PrLISOAev SCALE 1/4 • 1 -O ,��4 1,�f T G 140T I� b E 11oV• C>Ur,_I cor.v. oUTI.[Y WP Ito DlcATEJr V.kAT,I it RP.000 F CsVlc-f �' yid ti Q)- .h>6_)a.-n D• ��yc I 010 /fr' �- T� �� ti r�o e•� K.� f7A a E L 13 A f_ p _) � I �.,)p�P� G tiZ 9C� P/11 N !"U 6 S, 13 �-I A'!• 1R:z to t Ate►' >a,! C��.J't_. .C.e• 1TGt-LS.GTt.�•t_. �� 9 T >. � rl c�.cz�iya�►.+ c.�, yJ+T N _k?D I� __- -- �_ I ' 8 ) .`p �� is *./b�� T�eli2*tet �J �T30�[. �^ D CIA. C-15, 50.5% C- 151 CIS �. ! s• / a. u�N@ qL_ ��. r�o>,t . -T Y L Ld AO A m�s w. Ps rs ►�. /,H -TYf t LSA o to ' Yr / �1 V OyrR4I4eAD U414Ts I TD-I t 4no FV. svf • I� - � � I >� � 1 ��,� Y• t� ��-1rc H W4 0or ' �` ,�• ��" •a`- J . Ste.C►.>►o v ��..vo f -5�PA t s i 40 f t Qssc�-�1 a�g fl 'Tb c.o>n4+P�s T' s>d U�T�� 1 - t SP/►t �- !� T,cla -- - �+ H EATER a 30-2 10 SP/�Q• erJo �1 20.0 II 1i �►�.Rt d�� G S-J6 TOTALS d s .� To 5 � 3 6 T AL OT - u evu-T_ "To L.L. MIR= sa.L_ TDTA L► F'y Ib ss "A" s S(.•d u ss `G" : S G•a E R OOTti 14 ao Pmo a, cxw_weep" fir. _ -.pT"'s¢MINph,L- Ib•tai r- 0 JUUGT►0►3 tbc+{da /► �olat►aao _- ---__ - 1 f1 �,1�� vA•LYQ� RV-111" LU D Fla- c�_tl�A B�iF++.A►JT AW�'� Ids� ; • a C�ie�.. &,eR.crn-lm.C¢T ��. �� i I � n..�c� i. �[e��pro aY G�►•f`�. Tc>� . ' JCL Ir C.0 e If � LV C7yTRrx G►�i►.J s f ---`" d� { .41 1 1Ap� pf TA.,R011JAL�X-- Phil.-eCYsQ� G -0If000° I 4i2IT 01e� y�NA' Ep c° too ,� C00Ttaclb� i CAL.0 ULA TIo1J of rLj_c.TTtIGA L Lz)A D AMPS pcR PN/��C fL APPROVAL R E C O Rb ASE A 4 �*� '?• 3 1 �`6 � -1 ww 3�� t to CAW. r�y�t1,55 I �G�PIP% r �'rIjA�%t✓' 11� �o.,e. 7)4wy� 3�4�� ,�, IA)-14-a�P". 4 Wirt �sr_ ►eFJ.r+�wgTee. o��e -- •v o a P ` \ �I��t� � ��iprl 200/3 1vol�s Ic>n/3 co/4 OVER.1-ICAD LIGHTS ( A. � W x1.3 = 3oGOV.=24o�.= 13 O 13 0 13. C t►'1 �E 4� 200 A.f Cca la'd.F. IG�o&40% OO♦.K Z- e1v NV Ov T L e T SOW. = S b V ? J. 1. S ' I•S I•f _ ti Z�S� �- IBJ RE 1 ' S 14.f. a1F roHpf. 1�5.2 �•� S +6V.� S� 15 2 15 2 15 REVISION RECORD '�• i~ C"_a••• N !Qt• -Tc irN. 4o X 30 F-E__,A . Z 40V "� J S� .r}.�. 0 40. 0 40.P o�Tc r. ocuc�rn� k' * 36 rWA3N B,.owER } � IZp�.4oV•3� 4w•A� 3 s t/A co„v.� � 4- 1/L�{./ , LLF L.A.�: 4+ u.;f G8- o ed.o 1�0 5-3-fib ►-+� A�c� c.LEcr>rzl�l., P L,/1 �o.o G, � 0 ---- G I Y�TvR-w c; - _ . Lakv A�b• rot SMOG ;. QM ►MA-T' 154.CA ALC• LO A P --- T IG 3 1 149.2 1631 l4 S 11-111-88 W-f. f. 3y4�o Z��s 111wM - %:.� 3 4�ey 1�6� I�facSup.�TNWtJ - 2 ~BOND f)O "0 23O Of,O Lt-a'S �.�. ta✓�. Tvj �y cess u. O ck*q, ;v ' syD pl� ' L , ?F'/- tE t.N Ph_ITY . ( 3 EG� E. 7,r� 10 1 $4 6 r E� o LW TIrI6 • v%) rZnrs l er.T wti A `' / G• 41- -T.,. Mr....M a" and as %are= role" U T we b fie. M TOLOW Inc TOT,G/� l G • lG+h V( ITS N R�e.T E ! p.4.5 !1 C c I_° I e +• fie" s M r....+*. ...` of INA" tic . ss w 2 C • D A" P , 2 4 0 V vtyn ww we" fft t wy am " saafb»`~ emc,p,• `.'arN �c`.«. M M ► " "reef 0 i _ _ 3 P" is A H rA C I T Y d = 1 f C Z,:: - M Mw N wN b ry /wtnce+�.. w rid an pe�...f 5� 5 f•..� ... e..� wrc+ ..1��"�. .M.rM. .« w►...1� ....+... a '1,..e. TEXACO �. r• t � � I 3/40C, 10 CASM4iek R� • �lcl ��It 4�cgs '7�0 (EMER a- SHt.ItD0wm m e,P ►11A�I��TIN.� ��s��II�,II�S -ONC LINE p1AGFk 1e•!CY•X t,' • PA/�TI/•1,I. [Dr�pUlT I50NETK4 Ore lc � /\ CAR WASH BLDG. NO 15CAL[ • _ELECTRICAL PLAN PERMIT N(-', . BT?F9001.67 2 7 C7 F 3 7 � -_- - .---- . - -- ___ __ _. -_--- DRAWN A W N e Y b S SCALE ► t t►Jp TitirD j INDUSTRIAL DESIGN •SERVICE CHECKED BY DM DATTr It - 21 . - � ids M T _ --_- ------l7U 3 0 h , TEXAS.1I A S. • APPROVED r � N Q - SVS - 7430 a tx+sz, . .ryryrrr•r�...u... ..v.4" riil'"�•':•M'n••'-. -.,. 'a.Nt+.+�•; �. y Will! _ .aww�nr.....«...rr +n.. • • , L� 1111111 Jill I�'tlllFllll111(t11111111(IIIII�II11`II(t (III(IIIfIII(1111111(II ,1111(IIt1111(F1t�111(IIII111(llri1111111IIIIItIIItIIItItItIt1111JT11(fllltll(tllillllllt(t111tI1 i t61 2 3 4 5 6 7 F A I'0 I I 12 - NOTE: IF THIS M ICROF I LME D ...... DRAWING IS LESS CLEAR THAN ---� ' , THIS NOTICfii-IT IS DILE T) f j}f -QUALITY OF THE ORIGINAL DRAWING. OE 62 92 a 92 S2 f2 EZ t2 tt OZ 61 91 LI 91 SI Irl EI 21 II 01 6 9 [ 9 S b E 2 I"'•" .,. - it111uIIlIIIIIuItIIUIIIIIttrF►nitllllull`LInu111hri11tI1�g11tf1�lMlttt�Ihut�nldnnN11�11ni�rhnitnn�11111u1!Jn111�1J111 III"I'�iN1111nillulnll(nnhlllhinlunl111J1lWIUuluullullln111111111ub11I1�IlIiuLluUUl�llulllullul�InH FEBAUARY28 1992 -A BACKFILLING wnn e e nn 22 nn rr11 nnp MM MM D B Y T r� M n C O i FIBERGLA TS f'r N�D'PE CIFIOAT ONS ORAGE TANKS1 PLANS .AND SPECIFICATIONS REPRESENT MINIMUM REQUIREMENTS. CONTRACTOR lA'1(1 Q ��D Q l� U" V W U�.l Q S W � U LS !�1 [n1 FINS T JJ USE EXTREME CARE IN BACKFILLING BENEATH TANK BOTTOM. BETWEEN RIBS AND UNDER ENO CAPS TO PROVIDE A SOLID SUPPORT FREE OF VOIDS. A SHALL MAKE THE INSTALLATION IN ACCORDANCE WITH STATE AND LOCAL ORDINANCES - WNUFACTLIRER & MODEL NU.BER WHEN SUCH ORDINANCES EXCEED THESE MINIMUMS. (OR APPROVED EnUALI REMARKS CAUTION - THESE INSTALLATION INSTRUCTIONS ARE CRITICAL AND MUST BE _ BOARD OR SIML.AR DEVICE SHOULD BE USED TO PUSH THE BACKFILL UNDER • FOLLOWED WITHOUT EXCEPTION. ANY DEVIATION OR CHANGE REQUIRES THE TANK SINCE PEA GRAVEL WILL NOT FLOW INTO TRIS AREA. IT IS CONTRACTOR SHALL SECURE ARRANGE FOR AND PAY FOR ALL NECESSARY PERMITS SYMBOL DESCRIPTION SQE _- ------ - -- *RITTEN APPROVAL OF TEXACO REPRESENTATIVE OTHERWISE CONTRACTOR WILL EXTREMELY IMPORTANT THAT THE UTMOST CARE BE EXERCISED IN THE INSPECTIONS AND TESTS AND INCLUDE THE COST IN HIS BID ct,NLESS SPECIFIED OP■ w�oN UNIVERSAL OTHER _ EE HELC LIABLE. BACKFILLING OF THE TANKS UP TO TWO FEET IN DEPTH FROM THE TANK DIFFERENTLY W SCOPE OF WORK). --- -- - - - - - --- ---- - - BOTTOM, AS TAN( FAILURES HAVE RESULTED WHERE VUIOS WERE EVIDENT -`�- -- --- UNDER THE TANKS. GOOD COMPACTION AND SUPPORT FOR THE TANK K.AN BE THC SCOPE OF WORK OR SPECIFICATIONS WILL LIST MATERIAL AND EQUIPMENT A 12'PtAxe• ID4 A A7n-o?2 60 �W-TBI FOR VAPOR RECOVERY i FUTURE CARD GENERAL - - OBTAINED BY SHAPING THE GRAVEL WITH A SHOVEL ALL AROUND THE FILL Box A COVER PERIMETER OF EACH TANK. TO tiE FURNISHED BY TEXACO. CONTRACTOR SHALL STORE, SAFEGUARD AND READER ,A1NC T ION BOXES AT ISL ANo 5 THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND FURNISH ALL OTHER MATERIALS REQUIRED TO COMPLETE INSTALLATION. INSTALLATION OF THE FIBERGLASS UNDERGROUND STORAGE TANKS AND SHALL COMPLETE BACKFILLING OF EXCAVATION WITH PEA GRAVEL TO WITHIN MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION AND OPERATIONAL TESTING INSURE THAT GOOD WORKMANSHIP PRACTICES AND CONSTRUCTION PROCEDURES 6' OF FINISH GRADE. OF DISPENSERS SHALL BE FOLLOWED TO 491 AVOID POSSIBILITY OF DAMAGE TO EQUIPMENT. d CENTERING BRACKET 12'x4• IPS a+ 63 ARE FOLLOWED REGARDLESS OF THE INCLUSION OR OMISSION OF ANY INSTRUCTIONS. N -- 7. INSTALLATION PROCEDURE E - WET _ _ -__ -- --- -- --- - -- CONTRACTOR SHALL PLACE ALL UNDERGROUND PIPING WHERE AND AS SHOWN ON THE — - ADAPTOR 724 ADAPTOR EBW-776 ADAPTOR UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED N THESE AND THE FOLLOWING PROCEDURE SHALL APPLY WHERE HIGH WATER TABLE IS EVIDENT G.A.P. WIYH A MINIMUM NUMBER OF BENDS AND CONTINUOUSLY PITCHED TO PROVIDE C FILL PIPE ADAPTOR i CAP 4'x4' AP A3&4 T33 CAP EBW-717 CAP FOR PROOUCT FILLS ONLY. MANUFACTURER'S INSTRUCTIONS ARE THE RESPONSIBILITY OF THE OR WHERE.A FUTURE WATER CONDITION IS ANTICIPATED, MAXIMUM SLOPE FROM THE RISER TO THE LOW POINT AT THE TANK CONNECTION. MINI- IT uRATUFFN Ayl_ 005 CONTRACTOR. MANUFACTURER'S SPECIALISTS ARE AVAILABLE FOR MUM SLOPE OF I/8' PER FOOT. INSTALL ALL PRODUCT AND VAPOR RETURN LINES IN o - - - - - - CONSULTATION. THE PRESENCE OF THE MANUFACTURER OR OBSERVER WATER LEVELN A COMMON TRENCH WITH THE CONCRETE PAVEMENT SCORED TO INDICATE THE BOUNDRIES V - GAP FOR wAa?r- AT AN INSTALLATION SITE DOES NOT RELIEVE THE CONTRACTOR OF AND DIRECTION OF PIPING TRENCHES. HIS RESPONSIBILITY FOR THE PROPER INSTALLATION OF THE TANKS. WATER LEVEL SHOULD BE MAINTAINED AT THE LOWEST PRACTICAL LEVEL DURING - --- - - -- INSTALLATION. A SUMP AND PUMP OR A SYSTEM OF WELL POINTS AND PUMPS PROVIDE SWING JOINTS AND INSTALL FLEXIBLE PIPE CONNECTIONS AS PER QUESTIONS REGARDING INSTALLATION PROCEDURES OR TANK REPAIRS SHOULD IS THE RECOMMENDED METHOD TO MINIMIZE WATER LEVEL IN THE HOLE. IT DETAILS. OTHER BENDS MAY BE MADE t? WITH PIPE FITTINGS. E FLEX CONF.CTOR ^ I-vraA x 30' PER CURRENT CONTRACT ME BE DIRECTED TO THE TEXACO FIELD REPRESENTATIVE. IS RECOMMENDED THAT AN EXPERIENCED DEWATERING CONTRACTOR BE EMPLOYED A r Du► x 30" --- TO DEWATER THE EXCAVATION. THE TYPE OF SYSTEM REQUIRED WILL DEPEND ON STEEL PIPE, WHERE SPECIFIED, SHALL Pit: NEW STANDARD GALVANIZED STEEL - - -- T� RED JACAET FIBERGLASS UNDERGROUND TANKS MUST BE INSTALLED ACCORDING TO THE WATER FLOW RATE INTO THE RULE. FINE HOLE BOTTOM SHOULD BE LEVEL, WITH GALVANIZED MALLEABLE IRON FITTINGS AND ALL UNIONS SHALL HAVE F SOUARE MANHOLE a COVER 61-025 FOR TANK GAUGING OPfrMrG THESE INSTRUCTIONS, THE MANUFACTURER'S INSTRUCTIONS AND FREE OF ROCKS AND DEBRIS. BRASS TO METAL GROUND JOINT SEAT (2504 UNIONS), REAM BURR FROM PIPE 24'x24*x9-v2' hLF.P.A. 30 AND 31. LOCAL CODES MAY APPLY AND MUST BE ENDS AND REMOVE ALL FOREIGN MATTER FROM THE INSIDE BEFORE ASSEMBLING. - -- EBV-782 ADHERED TO. FAILURE TO FOLLOW THESE INSTALLATION REINFORCED CONCRETE ANCHORAGE PAD: MAKE UP SCREWED JOINTS WITH PERMATEX FORM A-GASKET •2. KEY'S PIPE G TUBE 1nTM 'a RING 4'aAxt2' A20-004 T23 FOR PRODUCT FILLS ONLY. DROP a-T INSTRUCTIONS WILL VOID THE WARRANTY AND MAY RESULT IN TANK FAILURE. COMPOUND, OR APPROVED EQUAL. -- PROPER INSTALLATION OF FIBERGLASS UNDERGROUND STORAGE TANKS HELPS PROVIDE AN 8' THICK CONCRETE PAD REINFORCED WITH NO. 4 REBARS 12' O.C. BURIED STEEL. PIPE 6 FITTINGS SHALL BE COATED A WRAPPED. - ADAPTOR AD AP I ON 0611V EBW-320 ALL DIESEL TANKS Aro Two PREVENT TANK DAMAGE AND SHOULD INSURE LONG-TERM CORROSION-PROOF SERVICE. EACH WAY IN THE BOTTOM OF THE TANK H01-E. H STAGE IVAPUR REL ADAPTOR 3'x4' M_Av-30x4• A76-005 IT IS IMPERATIVE TO READ, UNDERSTAND, AND FOLLOW THESE SECURELY PLUG ALL UNUSED TANK OF'-NINGS WITH SCREW TYPE GALVANIZED1► CAP I FT CAP D614VC EBW-304 POINT STAGE I INSTRUCTIONS. -__ -- - BED: STEEL PLUGS. DOPED AS SPECIFIED ABOVE. -- ---- A� EBW-310 All DIESEL.USED OHI.FUEL OIL THESE SPECIFICATIONS ARE SUPPLEMENTED BY THE RESPECTIVE TANK , I STAGE IVAPOR REC. Ex TRACTOR 4'x4'X2' 233-VTS AM004 TAWS i TWO POINT ST:GE I PROVIDE A MIMMJM 12 THICK PEA GRAVEL BED ON TOP Of THE 12. TESTING MINE MANUFACTURER'S SPECIFICATIONS. THE INSTALLATION PROCEDURE CONCRETE SLAB. PEA GRAVEL MUST BE GRADED SMOOTH AND LEVEL - imm - SHALL COMPLY WITH BOTH SETS OF INSTRUCTICNS AND SPECIFICATIONS. IF. TO RECEIVE TANKS. CAREFULLY PLACE TANKS ON PEA GRAVEL BED. 96us TO IN THE CONTRACTOR'S JUDGEMENT. THERE APPEARS TO BE A CONFLICT THE TANK MUST 8E ISOLATED FROM THE PIPING SYSTEM WHEN PRESSURE � ,.A4„ _ �� ,�-� IN THESE SPECIFICATIONS AND THE TANK MANUFACTURER'S TANK 1S TO BE SET LE�'�_L. TESTING THE PINING. TANK PRESSURE IN EXCESS OF 5 PSIG WELL VOID txTRAtTeFt INSTRUCTIONS, CONTACT THE LOCAL TEXACO REPRESENTATIVE FOR ALL WARRANTIES. - -�- - - FLOAT VALVE VENT SHALL BALLAST: CLARIFICATION AND GUIDANCE. K EON-30!! APPLY AIR PRESSURE TO THE COMPLETED DISCHARGE LINES BETWEEN PUMPS FLcAT VENT VALVES 53 vTS A7s-Dos NAVE vI6• BLEED HOLE I• HANDLING IF HOLE CAN NOT BE SUFFICIENTLY DEWATERED IT WILL BE NECESSARY TO AND IMPACT VALVES AND TEST ALL JOINTS FOR LEAKS. AIR PRESSURE -- -- -- - v-- - - INTRODUCE WATER INTO THE TANK TO SINK AND SET THE TANK. SHALL BE MAXIMUM POSSIBLE WITHOUT EXCEEDING SETTING OF PRESSURE CHOCK TANKS: WATER: RELIEF VALVE N PUMPS Olt AS REQUIRED BY LOCAL ORDINANCE IF MORE SEVERE. L EMERGENCY SHUT-OFF VALVE F122. Io-RM A60-002 521RUM - TANKS SHOULD NOT BE DROPPED, ROLLED. OR IMPACTED. CHOCK THE TANKS AFTER BACKFILLING AND COMPACTION OF SURFACE AND BEFORE INSTALLING r USE FOR PRODUCT STORAGE ONLY LINTEL READY FOR INSTALLATION AND TIE THEM DOWN IF HIGH WINDS ARE IF WATER IS REQUIRED TCS SINK TANKS N A HIGH WATER TABLE CONDITION, PAVEMENT TEST THE ENTIRE PIPING SYSTEM ONLY WITH 50 P.S.I. AIR PRESSURE M PRESSURE VACUUM VENT &OZ.PRESSURE 523-S A84-003 46-5 EBW-502 WHEN REOU�D BY LOCAL 000f. THE MANUFACTURER'S TANK INSTALLATION INSTRUCTIONS A''.IST BE ADHERED v2 OI.VACUUM EJ(PECTEO. USE MINIMUM I/2' DIAMETER NYLON OR HEMP ROPE OVER EACH FOR 30 MINUTES OR AS REDDENED BY LOCAL ORDINANCES IF ORDINANCES _ TANK AND TIE TO WOODEN STAKES OF ADEQUATE SIZE TO PREVENT TANKS TO EXACTLY. REQUIRE A MORE SEVERE TEST. FOR PRODUCT.FUEL OIL l WASTE OL FROM BEING MOVE[" BY HIGH WINDS. N WILL CONTAf4 ENT h A003 POMECO NO- ■ TANG FILLS. WATER WITHIN THE TANK CANNOT BE AT A HIGHER LEVEL THAN THE OUTSIDE NOTICE FOR INSPECTION: GENERAL CONTRACTOR SHALL GIVE REASONABLE MANHOLE a COVER LIFTING TANKS: GROUND WATER. ADVANCE NOTICE TO TEXACO'S FIELD REP AND ANY OTHER REQUIRED OWE NS COFJ" IALL►COmPLETE A/MANWAY, COVERS. USE INSTALLATION LIFT LUG(S) TO LIFT TANK. LARGER TANKS HAVE MDL- IF WATER IS REQUIRED TO MAKE TANK INSTALI.AT10N, THE GENERAL LOCAL AUTHORITIES FOR THEIR INSPECTION OF THE UNDERGROUND TANK 0 F6ERGLASS TANKS XERXES — MISCL PARTS AHD MANNAY RISERS INSTALLATION AND LINES PRIOR TO BACKFILLING:AND ALSO FOR THEIR IALl1 COMPLETE W/LEA7 DETECTORS TiPLE LIFT LUGS--ALL MUST BE USED, GUIDE THE TANK WITH GUIDELINES. CONTRACTOR WILL BE RESPONS,BLE TO MAKE ALL ARRANGEMENTS FOR AND PRESENCE DURING THE PRESSURE TESTING OF THE SYSTEM. RED JACKET DO NOT USE CHAINS OR CABLES AROUND TANKS. IF TANKS HAVE TO BE TO PAY FOR ALL WATER USED. P SUBME.RseIE PUMPS AM CO$jTROL BOW WHEN REOLIIRED MOVED. LIFTING EQUIPMENT MUST BE USED. DO NOT ROLL OR DRAG TANKS AFTER PRODUCT HAS BEEN PUT IN THE TANKS AND BEFORE FINAL ACCEPTANCE, TO THE HOLE. SET ON SMOOTH GROUND. FREE OF ROCKS AND FOREIGN GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR PUMPING OUT AND LEGALLY THE SYSTEM SHALL BE COMPLETELY PURGED BY DISCHARGING A MINIMUM OF VEFDER ROOT OBJECTS AND RECHOCK. CAPACITY OF LIFTING EQUIPMENT MUST BE CHECKED DISPOSING OF ALL WATER INTRODUCED IN TANKS TO PROVIDE BALLAST. 50 GALLONS OF PRODUCT PER HOSE THROUGH ALL DISPENSERS ON EACH PUMP O AUTOMATIC TAN( TLS-250P BEFORE MOVING TANKS. PUMPING OUT OF WATER BALLAST SHALL NOT BE DONE UNTIL TANK SeAULTANEOUSLY AND CONTWW .USLY UNTIL AL EVIDENCE OF AIR DISAPPEARS. GAUCING EOUP%ENT INSTALLAT:CN HAS BEEN COMPLETED IN ITS ENTIRETY INCLUDING - FOR TANK M.ANWAY 2. TESTING b INSPECTION ANCHORS, AND HOLD DOWN SLAB. A� DETAILED ON DRAWINGS. DISCHARGE LNES SHALL BE PRESSURE TESTED AT NORMAL OPERATING PRESSURE R MANHOLE 6 COVER REO JACKET 6F-036. A SLA%kRG;D PUMP AS RECOMMENDED BY THE PUMP MANUFACTURER USING GAUGE INSTALLED AT ALL TANKS MUST BE VENTED AS TANKS ARE DESIGNED FOR OPERATION AT -LEVEL TANKS: PLUGGED OPENING PROVIDED IN ONE DISPENSER �OF EACH PRODUCT SYSTEM - -T- Iq vv+-3• - ' MOST REMOTE FROM THE PUMP. GAUGES SHALL BE SUITABLE FOR GASOLINE SINGLE PANT STAGE IONIY ATMOSPHERIC PRESSURE ONLY. SERVICE AND SHALL HAVE A MAXIMUM READING Of 125 P.S.I. THE IMPAC i S VAPOR SLIDE VALVE W/233-VAP WHILE LEVELING TANKS INSURE THAT MINIMUM DISTANCE OF 2'-0' TEST PLUG PLUGS AND DROP TUBE FITTINGS ARE NOT TIGHTENED AT THE PLANT BETWEEN TANKS IS MAINTAINED. WHEN ANCHORING, PLACE STRAPS OVER VALVE PLUG UNDER EACH DISPENSER SHALL BE SEALED WITH A WIRE SEAL - TO ALLOW FOR TEMPERATURE CHANGES DURING SHIPMENT. TANKS AND FOLLOW PROCEDURES AS OUTLINED HEREINAFTER. THROUGH THE HOLE IN THE PLUG AND AROUND THE VALVE. T MANHOLE A COVER IrCAA- x r 04AN A-721 CN-209A FOR OBSERVATION WELLS PRE-INSTALLATION PRESSURE TESTr LINE LEAK DETECTORS SHALL BE TESTED PER MEG. INSTRUCTIONS. ALL TANKS AND ' - LOCKING CAP ujji CHAIN ANCHORING: LINES SHALL BE PRECISION TESTED BY A VOLUMIETRIC TEST IN ACCORDANCE WITH U PPE ADAPTOR A CAP 1.DHA. G31TTM 35xAT FOR OBSERVATION WEI.IS OI05XAON BROS. TANKS ARE TO BE AIR TESTED TO 5 PSIG FOR A MINIMUM OF 45 MINUTES. TANKS MUST BE ANCHORED WITH A REINFORCED CONCRETE PAD ON ALL WET NFPA-329 (SUCH AS HEATH (KENT MOORE), HUNTER ENVIRONMENTAL OR THE ENTIRE TANK MANHOLE AND FITTINGS ARE TO BE SOAP TESTED. EQUAL APPROVED BY TEXACO) AFTER PAVING AND ALL PIPE CONNECTIONS - - wSTAII INSIDE. 06SERVATKIN POLE INSTALLATIONS. ANCHORING '-HALL BE DONE IN ACCORDANCE WITH THE THE PANNIER CORP. WELL MANSjDf. THE PRESSURE TESTING SYSTEM IS TO HAVE TWO PRESSURE GAUGES ARE COMPLETED. MAI MOLE INTERIOR WAR14W SAND - MANUFACTURER'S INSTALLATION INSTRUCTIONS. v - I -- ITEM NO. 5a (MEASURING NOT MORE THAN 25 PSI PRESSURE): BOTH IN GOOD CONDITION -- - FOR 085fRVAT10N WELL L _1 AND HAVING BEEN TESTED AND CALIBRATED IN THE LAST THREE MONTHS. HOLD DOWN STRA°S: 13. FILL BOXE''S AND MANHOLE COVERS POST-INSTALLATION PRESSURE TEST: USE PREFORMED FIBERGLASS HOLD DOWN STRAPS FURNISHED BY TANK FAB- SET ALL GAUGE AND FILL BOXES, STREET BOXES OR MANHOLE COVERS ONE CORE HOLES SHALL BE FILLED WITH CLEAN SAND 2' 13£LOw TOP OF ISLAND IS. TANK GAUGING SYSTEM RICATOR ON TOP OF DESIGNATED RIBS. DO NOT USE STRAPS OR CABLES INCH ABOVE GRADE AND SLOPE PAVEMENT FROM RAA TO GRADE W AN AREA AS TANKS ARE TO BE AIR TESTED TO 5 PSIG FOR A MINIMUM OF 45 MINUTES AGAINST 'THE TANK SHELL BETWEEN THE RIBS. ATTACH HOLD DOWN STRAPS , AFTER ALL PIPING: HAS BEEN SUCCESSFULLY TESTED. PADDOCK ALL INSTALL A 4' DIAMETER GALVANIZED STEEL (SCHEDULE 40) PIPE THREADED AFTER BEING INSTALLED IN THE TANK HOLE AND THE BACKFILL MATERIAL SHOWN IN DETAILS. SET EACH BOX OR MANHOLE IN MINIMA. 2'-6' AROUND DISPENSER NOZZLES. KEEP DISPENSER SHIPPING CARTONS OVER DISPENSERS IS TO THE TOP OF THE TANKS. All RISERS, - TO ANCHOR POINTS WITH 1/2' DIAMETER 6 X 19 PLOW STEED WIRE ROPE BY 6' THICK CONCRETE If N OTHER THAN CONCRETE AREA SLAB AROUND � WITH A 4' x8-NPT CAP. HAND TIGHTEN A CAP ON THIS PIPE. BUSHINGS, PLUGS AND LOOPS USING AT LEAST THREE CABLE CLAMPS. ALL STRAPS SHOULD BE , FOR PROTECTION UNTIL THE HOSE RETRIEVERS ARE INSTALLED. RISER PIPE TO BE OFFSET AS SHOWN. PIPE CONNECTIONS ARE TO BE INSTALLED AND TIGHTENED PRIOR TO THE TIGHTENED WITH TURNBUCKLES TO GIVE A SNUG FIT OF STRAP TO TANK STREET BOXES SHALL BE MINIMUM OF 4 0 SQUARE. bONWUM CLEARANCE BETWEEN THE CAP AND THE MANHOLE COVER IS 94. APPLICATION OF THE TEST. ALL TANK FITTINGS, GASKETS, BOLTS RUB. TURNBUCKLE DIAMETER TO BE 1-1/4' HOOK TYPE OR 3/4' EYE TYPE. AND PIPE CONNECTIONS ARE TO BE THOROUGHLY SOAPED AND CHECKED ONE TANK AT A TIME SHALL BE SET ON THE PEA GRAVEL BED ANO SECURELY ALL PRODUCT, VAPOR RETURN. AND VENT LME TRENCHES TO HAVE ACORIhC, DISPENSER METERS SHALL BE ADJUSTED AS NEAR AS POSSIBLE TO ZERO. STUB-IN A WEATHER PROOF JUNCTION BOX IN THE MANHOLE FOR LEAKS. IN THE CONCRETE TO OUTLINE THE PATH OF THE TRENCH. ADVISE TEXACO FIELD REPRESENTATIVE OF ANY METER THAT WITH A 'SEAL-OFF' AS PER NFPA SPECS. ANCHORED AND TIGHTENED WITH THE ANCHORING STRAPS. SOAPING OF THE TANK, MANHOLE AND FITTINGS DURING THE. TEST IS TO PAINT THE MANHOLE, CANNOT BE HELD TO +/- 3-I/2 CUBIC INCHES OF TOLERANCE W A S THE JUNCTION BOX (MINIMUM 20 CU. IN.) SHALL BE AS DESCRIBE BE DONE USING A SMALL GARDEN-TYPE F HAND PDURING.ITHE SPRAY DMT. THE COVER AND THE Two-INCH BAND OF CONCRETE GALLON CALIBRATION CAN. TEST SHALL BE MADE IN ACCORDANCE BELOW AS MANUFACTURED BY CROUSE-HINDS CO., SYRACUSE, N.Y. 13221 OBSERVATION WELL MATERIALS OF CONSTRUCTION: AROUND THE MANHOLE WITH A GOOD QUALITY, WEATHER AND GASOLINE T SOLUTEON' RESISTANT PAINT. THE FOLLOWING COLORS SHOULD BE USED: WITH METHODS PRESCRIBED BY LOCAL DEPARTMENT OF WEIGHTS AND (OR APPROVED UAL) TEST SOAP SHALL BE A RIGH FOAMING SOAP. 'SEAM TES MANUFACTURED BY MENTON PRODUCTS, CHARLOTTE, N.C.: 1 SO LOC AN OBSERVATION HELL SHALL BE CONSTRUCTED USING A FOUR INCH NOMINAL MEASURES. SEALER OF WEIGHTS AND MEASURES SHALL BE NOTIFIED TANK GAUGE PROBE SHALL BE INSTALLED BY THE MANUFACTURER'S HIGH SOAP: OR APPROVED EQUAL. DIAMETER PIPE. THE CASING SHALL BE CONSTRUCTED OF NATIONAL SANITATION PRODUCT: COLOR: OF INSTALLATION AND TESTS, AND ALL REVISED STAMPS AND SEALS AFFIXED REPRESENTATIVE. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION FOUNDATION (NSF) APPROVED PVC-TYPE ISCH. 40 (UNPLASTICIZED POLY- TO DISPENSERS. OF THE TANK GAUGE CONTROL UNIT, ALL CONDUCTORS & CONNECTIONS. VINYLCHLORIOE). THE CASING JOINTS WILL RE THREADED (IF USING THREADED SUPER UNLEADED RED 3. BED AND BACKFILL -MATERIAL CASING, SCH. 80 PYC IS REQUIRED) OR SLIP FITTINGS. SOLVENTS, PVC CEMENT; OR THREAD COMPOUNDS SHALL NOT BE USED IN THE CONSTRUCTION OF SUPER RED L6. PIPING SYSTEM DESCRIPTION PART- N0. QUANTITY PER TANK GRAVEL: THE OBSERV,,TION OVELL. HOWEVER, PVC COUPLINGS MAY BE USED (W,TH PVC REGULAR BLUE MATERIALS PIPE) IF SECUREC AITH STAINLESS STEEL SCREWS. THE TOP OF THE CASING SUPE REQ --� .!UNCTION BOX GRFX-139 1 FIBERGLASS STORAGE 1 ANKS REQUIRE A NATURALLY-ROUNDED AGGREGATE, SHALL BE PROTECTED WITH THE NEW DESIGNED LOCKING CAP. UNLEADED WHITE ALL PIPING 6 FITTINGS SHALL BE RED THREAD 11 PIPE (SMITH) COVER G'RF-10 I CLEAN AND FREE FLOWING, WITH PARTICLE SIZE NOT LESS THAN 1/8' OR MORE UNLE A -WiTH--E-T+bAtJE3l —;ROR DUALOY 3000-L PIPE SYSTEM (AMERON) WITH UNDERWRITERS LABEL. GASKET GASK-643 THAN 3/4' IN DIAMETER WITH NO MORE THAN 3% PARTICLES PASSING THROUGH THE WELL SCREEN ;HALT_ BE THE SAME DIAMETER AS THE CASING, WITH A DIESEL YELLOW A N0. 8 SIEVE. USE THIS DESCRIPTION WHEN SPECIFYING OR ORDERING BECAUSE MINIMUM LENGTH A"N0 SLOT SIZE OF FIVE FEET AND 0.020 INCHES, RESPECTIVELY. -Y#R0R-AEC-0-VERY-GONNEGTIGN HANDLING AND STORAGE: MATERIAL IS KNOWN 9Y DIFFERENT NAMES IN DIFFERENT AREAS. THIS MATERIAL_ A I-OCKING PROTECTIVE STEEL CASING AND CONCRETE PAD SHALL BE INSTALLED WAs4E _G4L I9. REMOTE FILLS 15 COMMONLY CALLED PEA GRAVEL, AROUND THE 08S[9VATION WELL. THE WELL CASING WILL BE TERM'NATEOT CAU .ION: TANK SF.TTLEME TANK DISTORTION, OR MOVEMENT IN CONCRETE PIPE IS PACKAGED W COMPACT BUNDLES OF SIX OR REMOTE FILLS MAY BE INSTALLED AS REQUIRED BY THE, LOCAL APPROXIMATELY S INCHES BELOW GROUND AND WILL BE ENCASED IN AN OPW- COVER SLAB CANNOT BE I ..ERATED AND IF SPECIFIED MATERIALS ARE USED ENGINEER. FIBERGLASS PIPE MUST BE USED . THE PIPE. LOCATION SHALL STONE OR GRAVEL CRUSHINGS WITH ANGULAR PARTICLE SIZE NOT LESS THAN 104AW, EMCO NHEA'ON A-72108 CNI-209-A MANHOLE. THE MANHOLE SHALL BE AND SPECIFIED PROCEDURES ARE FOLLOWED. NO INSTALLATION FAILURE EIGHT 30-FOOT LENGTHS. BUNDLES CAN BE BE AS SHOWN ON THE GENERAL ARRANGEMENT PLAN. • SET IN A SLOPED CONCRETE PAD. THE CONCRETE IS SLOPED FROM ONE INCH SAFELY STORED ON LEVEL GROUND OR ON RACKS WITH 10-FOOT 1/6 OR MORE THAN 1/2 IN DIAMETER. WASHED AND FREE FLOWING IS ACCEPTABLE ABOVE GRADE AT THE EDGE OF THE MANHOLE TO GRADE AT (EAST ONE FOOT SHOULD OCCUR. THEREFORE, 1F ANY MOVEMENT, SETTLEMENT OR DISTORTION (OR LESS) SUPPORT SPACING. REASONABLE CARE SHOULD BE AS AN ALTERNATE MATERIAL. THIS MATERIAL MUST MEET ASTM C-33 OCCURS. IT WILL BE PRESUMED THE CONTRACTOR HAS NOT FOLLOWED THE BEYOND THE OUTER EDGE OF THE MANHOLE. THE MANHOLE COVER SHALL BE SPECIFIED INSTRUCTIONS AND PROCEDURES AND THE CONTRACTOFA SHALL USED IN HANDLING FIBERGLASS. IT SHOULD NOT BE DROPPED 20. ELECTRICAL PARAGRAPH 9.1 REOUIREMENTS FOR QUALITY AND SOUNDNESS. GASKETED TG PREVENT WATER INTRUSION. IMMEDIATELY UNDERTAKE AT HIS SOLE EXPENSE, ANY NECESSARY CORRECTIVE OR THROWN ON THE GROUND. NOR SHOULD STONES OR OTHER BURIED ELECTRICAL CONDUIT SHALL HAVE A MINIMUM OF 3' THE TANK WARRANTY IS VOIDED IF OTHER THAN APPROVED (ABOVE) BED AND MEASURES AS MAY BE APPROVED BY THE TEXACO FIELD REP. UP TO HEAVY OBJECTS BE DROPPED ON IT. SAND OR PEA GRAVEL BACKFILL ON BOTH SIDES.TOP AND BOTTOM. BACKFILL MATERIALS ARE EMPLOYED WITHOUT PRIOR WRITTEN APPROVAL. 8. INTERNAL PIPING AND PUMP AND INCLUDING COMPLETE REMOVAL AND RESETTING OF ALL UNDERGROUND - --- - - -� TANKAGE AT THE SITE. IF IT IS DETERMINED THAT MOVEMENT, SETTLEMENT SPECIAL INSTRUCTIONS: (VERY IMPORTANT) _ _ REVISION REC_ORO 4. HOLE SIZE AND SNORING THE INTERNAL ClE•aRANCLS FROM THE TOP OF FITTING TO TANK BOTTOM MUST OR DISTORTION HAVE BEEN CAUSED BY FACTORS BEYOND THE CONTRACTOR'S DATE 9Y DESCRIPTION , BE MEASURED TO INSURE THAT ADEQUATE CLEARANCES ARE MAINTAINED FOR CONTROL., THE COST OF REMEDIAL MEASURES well BE BORNE BY OTHERS. A. IT IS SUGGESTED THE CONTRACTOR BE FAMILIAR WITH THE - TANK CXCAVATIUN SHALL BE IN COMPLIANCE WITH OSHA REQUIREMENTS REMOTE PUMP, FILL TUBE, OR ANY OTHER INTERNAL PIPING INSTALLED. THROUGH ACCEPTANCE OF THE GENERAL CONTRACT. THE GENERAL CONTRACTOR 10-30-84 DB _ REVISION TO NOTES -oVHICH STIPULATES THAT SIDES OF OPENINGS SHALL BE SLOPED A MINIMUM DOES HEREBY AGREE TO GUARANTEE THE UNDERGROUND TANKAGE INSTALLATION CURRENT INSTALLATION MANUALS AND OTHER - --- AGAINST FAILURE. AS OUTLINED HEREINABOVE. FOR A PERIOD OF FIVE MANUFACTURER'S BULLETINS AND LITERATURE PERTAINING 12-N-84 OB REVISION TO NOTES OF 3,14 HORIZONTAL TO I VERTICAL. IF THERE IS INSUFFICIENT ROOM TO VERIFY THE LENGTH OF ALL ACCESSORIES (SUBMERSIBLE PUMP, DROP TUBE, II-I-85 DB UISCL.REV, s CHC. ONC.No. FROM sus-231 PROVIDE MINIMUM SLOPE, 'THE TANK WALL(S) MUST BE SHORED WITH SHEET ETC.) TO INSURE PROPER CLEARANCE IS OBTAINED. (5) YEARS FROM THE DATE OF FINAL ACCEPTANCE. TO REINFORCED FIBERGLASS PIPE. PILING OR OTHER OSHA APPROVED SHORING. 4_15-86 FDB EN. REV. 9. FILLING TANKS 14. SUBMERSIBLE PUMP INSTALLATION CONTRACTOR SHAH STRICTLY ADHERE TO MANUFACTURER'S _ - -- _ REV MAR S. BURIAL DEPTH AND COVER _. REZOMMFND D P (:EDUR[S F0� INSTALLATbN. - 2-25-81 FDB _E_MovE NOTES 16 & 21--REV REMARKS -- - T !- 6-19-87 FDB IMISCL. REVISIONS DO NOT FILL TANKS UNTIL BACKFILL IS TO TOP OF TANK, NEVER ADD SUBMERSIBLE. PUMPS SHALL BE CHECKED TO INSURE THEY WILL FIT INTO THE B. SPECIAL CARE SHALL BE TAKEN TO PREVENT THE INTER- I-25-88 F08 MISCL. REVISION_S___ HOLE DEPTH MUST BE DEEP ENOUGH TO ALLOW A MINIMUM OF 12' BACKF LL PRODUCT UNTIL BACKFILLING IS COMPLETED. WATER WILL BE USED FOR TANK. SCREW PUMPS SECURELY INTO THE TANK OPENING AND ORIENTATE MIXING OF STONES, DIRT CLODS OR OTHER DEBRIS WITH THE BED OVER THE H0._E BOTTOM OR CONCRETE SLAB. PRODUCT TANKS SHOULD TANK BALLAST UNLESS OTHERWISE SPECIFIED BY' TEXACO ENGINEER, THE PUMP TO KEEP ALL FLEX CONNECTORS VISIBLE AND SERVICEABLE CLEAN PEA GRAVEL AROUND THE PIPE OR WRAPPED SWING JOINTS. HAVE A MINIMUM COVER DEPTH OF 3`6' BELOW YARD GRADE WHICH INCLUDES A (EXCEPTION---SEE INSTALLATION PROCEDURE---WET HOLE). _ -_ ---- - 6• THICK REINFORCED CONCRETE PAD. REFER TO DETAIL DRAWINGS FOR CONCRETE WITHIN THIS FIBERGLASS RISER. LEAK DETECTORS SHALL BE INSTALLED SLAB DETAILS. REFER TO GAP FOR BURIAL DEPTH 6 GRADES. WME.VC r+ ..o .,° „-A% a r«.c • .� o ru,u+ u.i.6 M V,�R)OF rc,.co v"T a,c BEFORE THE UNIT IS (LACED IN OPERATION AND THE SYSTEM IS COMPLETELY ,,,,,.E .c K �E,.� Mc s sv,'weytn h cowa�a ,a 'K :C $ o• ""`"' IOA. ADDING TANKS TO EXISTING INSTALLATIONS: n,.m K „� „% ,,Aso,.,rc "o &MO'tL�c ,.�' �c� +••u v�o.ysu'[aoni•oi ten. PURGED OF, ALL AIR POCKETS. CAUTION: DO NOT INSTALL SUBMERSIBLE 17. CONCRETE �� op w.a ...+Au 'o cr�M V Mac 'o M• Lara' vwsmnA umt u EEMM' r,'WYTYU PAD DIMENSIONS: TANKS, CAN BE ADDED TO EXISTING INSTALLATIONS. IT IS IMPORTANT TO PUMP WITH WATER IN TANK. "ten"' a MIJ9. ",�"'~ a `O.o~. " g1 oa&M'.� wis oMEW ALL CONCRETE SHALL Elf b' THICK. 3000 PSI o 28 DAY ,wru ,'00 a asxo 'o +.K +ort ro 'K ,o«o+c ts'wr•cra "w ^"' nd ooarx� a ti° REMEMBER THAT FIBERGLASS TANKS REQUIRE GOOD FOUNDATION SUPPORT "o -cuwatxj �� 'g �� fw sY� L?��o�n READY MIX WITH MAXIMUM 4• SLUMP. FINISH SHALL BE WOOD REINFORCED CONCRETE PAVING MUST EXTEND AT LEAST 3'-6' BEYOND TANK FROM SURROUNDING SOIL AND ARE NOT SELF-SUPPORTING UNDER FULL OR 15. DISPENSER INSTALLATIONS TBZACO 0" OUTLINE IN ALL DIRECTIONS, AS A SINGLE SLAB. SLAB SHALL BE 6' MIMIMIUM OVERBURDEN LOADS. FLOAT WITH A LIGHT BROOM FINISH. THICKNESS W1TK 6' x G' x 6GA EWWM. PAD DIMENSIONS INDICATED ON DRAWING DISPENSERS SHALL BE INSTALLED LEVEL AND ANCHORED TO CONCRETE PUMP CONCRETE PAVEMENT SHALL BE SCORED TO INDICATE THE BOUNDRIES MARIKETNG OFERATgNS ARE M..'.:mUM FIELD ADJUSTMENT REQUIRED FOR SLOPE EXCAVATION W SILLS. LOB. l,OD1NG TANKS REMOTE FROM FX IS-TINGISLANDS WITH A STEEL ANCHORAGE BOX (FURNISHED BY GENERAL CONTRACTOR). AND DIRECTION OF PIPING TRENCH. ENGINEERIr 6. INSTALLATION PROCEDURE - DRY HOLE - - -- -- - _ -^TANKS: INSTALL AND ADJUST HOSE RETRIEVERS, ALL SWIVELS HOSES, INSTALLATION SPECIFICATIONS -- INSTALL TANKS IN SEPARATE HOLE MIMCH IS A MINIMUM OF 6' FROM EDGE NOZZLES, NOZZLE HANGERS AND HOODS. FOLLOWING PROCEDURE SHOULD GOVERN IF HOLE IS DRY AND HIGH WATER OF ORIGINAL TANK INSTALLATION HOLE. UNDISTURBED SOIL BETWEEN NEW TABLE IS NOT ANTICIPATED. IF FUTURE HIGH WATER CONDITIONS ARE EXPECTED EXCAVATION AND ORIGINAL HOLE MUST BE MAINTAINED. KEEP SURFACE MATERIAL & EOLIIPMENT INSTALLATION SHOULD BE MADE IN ACCORDANCE WITH WET HOLE PROCEDURE. LOADS OFF EXISTING TANKS. SINGLE WALL, FIBERGLASS. UNDERGROUND PRODUCT STORAGE TANKS S PIPING BE CI: I. TANK & DISPENSER PIl"ING SPECIFICATIONS --- - --- - DRAWN BY FOB DATE 4-5-84 PROVIDE A MINIMUM 12' THICK PEA GRAVEL BED AT BOTTOM OF TANK HOLE. THE GENERAL ARRANGEMENT PLAN AND SPECIFICATIONS WILL GOVERN THE EXACT CHECKED BY JFL D G - PEA GRAVEL BED MUST BE GRADED SMOOTH AND LEVEL TO RECEIVE TANKS. LOCATION, NUMBER, SIZE AND TYPE OF EQUIPMENT TO BE INSTALLED AND APPROVE 416 .w.^ No. SUS-100 CAREFULLY PLACE TANKS ON PEA GRAVEL BED, TANK IS TO BE SET LEVEL. INSTALLATION DETAILS TO BE FOLLOWED. — - --- -- -- - ---- -- 2° OF 37 '40 '4 :+1w- .:�• ... _..-... .,.«.„....H.r,.,p,.•,.:.. •xnc,r • � - Pit IIItiNIIIIIII1111111i1111�1tIIIIIIII�1111111IlIIIII1�IlI�Il11`III( �IIIIIIIflllll,ll�(11111 ,11111(IIi1111(1II11111111111I111�(11111fi111111111I11111i1I11fIIlItIIlrllill11111I1111NIN'1111111 '" ""'•.. ; �. ;. :;:,,. Y .:f *° y I- 2 3 4 5 6 ` 7 8 9 10 11 12 r • NOTE; IF THIS MICROFILMED - --"- - I - DRAWING IS LESS CLEAR THAN THIS NOTICIi, -IT IS DUE TO ,D* QUALITY OF THE ORIGINAL DRAWING. - OE dZ 9Z a 92 S? fZ EZ ZZ IZ OZ til 91 LI 91 91 *1 c1 ZI 111 01 d 9 L 9 SI--��-lp 1E•-. Z I"•rism ,t1IItIIIluI11wIIIn1iI1111fuNIIINIIN1�111111}u�IlgbNn�ttl�,�NtI�f11r1wuh11111u(Iulr�tu�tHli1F11'fIr�1111u11u1�Sul�lul�In111�IInIn1111IulIllllnulllu�Inllull111I111IHIIn111w�1u1>FOU�uu�In111u11uI11u11111W�WuU�luliUlll�ltu�)Iu11ulu�hlN 'FEBRUARY �� 124 )1 8 1992 DOF OBSERVATION MOi+ITORING WEL-L INSTALL WARNING BAND C'3SER'�AT:CN '.(-NITO?IPI, WELL SEE NOTE 04 !r GTAII, G. IINWE EACH MANHOLE. OF CONCf+ETE PAO OUTLINE' - - _ /- SEE NOTE 4 STREET -30X Y� WITH 112' THK. STS. PLATE COVER i 09SERVATION WELL FURN!SHE0 W/ SUB. PI;M:k INSTALL EXPANSION JOIN, 12•EMCO WHEATON A-721 OR OF OBSERVATION WELL (TYPICAL 41 I 12' ►+a5't�CLES. w/ �p� WHEN REO'J!REO. 12.OPN 104-AW OR I Looe (3 ADOITGALYcorroulr - AR I 0. . EACH WAY `J FROM q►AOO1110NAL rElli ! PVC PIPE (INSIDE MANHUIEI NO. 4 AEEARS 2 C 6'X6'Xo GA. Q• SP,.RT 4C' ^!A. X 30' FiEERGLASS VANW1 RISER. 120 MANN 209-A SLOPE AWAY FROM TOP Of MANHOLE (LIMITED TO MANHOLE a�+E-A� '�----------- � MANHOLE 1. COVER E.w.W.v. O `:% I __ ~ 70 GALV.CONDUIT �\ . — - -- YM.CLEARANCE tIET11EEN -- 6 REINFORCED CONC.PAD TANK/FVC PIPE 1._0. TO ATTENDANT AREA .� - - o___ - -- 1`i.► -- = -= -= = =/ -" -_ _- _ - - - - - - 60R iUTURE IJONRORMG —= =�� — _�—s ; / •, , OF WELL THROUGH AY51 -- F ---__— — -I I_ __._—�— / L EAtICHOR RE?A� 'HRU CEI GALV. STC. CON5JIT I `✓ + HOLE IN GUSSET PPE RISER 8 Crp l STAGE a VAPOR IIIORR><,ON EROS.CO. 305XAT OR �\ / 4' �••LV. STEEL ' �W/2' PLUG' (j� POLYETHYLENE LOOP ��•CALV.CONOUIT OPS 634-TTM LOCKING CP w/CHAIN. , a i ' < A wY ZIP lr�'� \ SEF CwG. •Sj1: �731NOTE • 19 !SEAL JFF, NIPPLE �liN_TION ?Jx 8 CAP �h I + R=TURN LINE _- �, -� '_ _ FILM ---` ---- m \ - _- - - --�- -- .-+ - �- =y►= I co FROM l31 ADDITIWdAI HELLS AND 7 HOME RUN 10 ATTENDANT AREA CAPS. LL LOCK ON EI?FER OF SPECIFIED r (1 I / \ - z �\\�� \\\��Y� TYPICAL TANK F: :�u'..A�S VENT tiE 1 i - 1 + r ,/ ALL BACKFILL TO BE I W , j'';!{�'// ! _ - • -T / �V I ` `� V INSTALLATON SKCFICA7 0NSo 1 �rM';R!' v � � � PF GRAS EL MN. °C ' / %� ��/ ; 1I!N• -_•, I!C /' i BRACKET I' POLY;rNYL�'�E v► _ - . 1 • L SISI&L rain O@SMjrM auS .a EACH r (I �/ J uaERaRO" I" .6,ALLAr1aL SEE DETAIL ' ' F N -� i.rCHEAT• r aA.pvc SOL a V 1*KAM um r \� ! •/'w • ••�, !� I I I' II I ' I ` , . SCIL aorau SOItU41KTORr SLOTTEIL N/MAX- %' B6 r ALLm rIIAIeI Be r T Or OF rvc SIUIL 11100 m SLOTS CI TDCM 10 wrm U'OF MAN WA L � �• \ 1 A Irl Or Sr oELaB TIR o0TT0Y or M Twos 011 / ,. I `FLOAT VENT VALV91 V S•CAP TOP AND BOTTOM Q ►MC 9111. SCREEN A•O ti J .a r.YJ�. A rr ol..Iw*o[�wrTN co.�NI� I I i l of , I _ o f O I \. I I � Tor r A10YE rMKN aaot. _ - II I I I TYPICAL TANK � a s MaTAu vraA.cALrAr.EO accTlBt•: r•.•1011rT _ � _ o I I I r I� As CHL 1 r 11 xx TB a L.TTQImS TSS PLAN VIEW N SBISiAII .Aw.a sA10 MSO[5.01 sarBlaLt. B I I III r s rn)OW.S I B \ I :�; B o,DMAHas swu OovcBll I \ SEE NOTE A INSTAL , I ' ' •• �,. III / `{��• ` `C SPECIFICATIONS ', , rr '.�' •�f'•verj -- ��/�. - --- - _�.'_ �' / K, �>r� 1` ALL B GRAYKF&L TO 5 MAX. 11� 4'V:h/6 MAX\ / - - --- / BE PEA GRAVEL - -- -- -- °- / 100P )/d'GALV. C:JCL(T f0A AUT�u►iC iAHrt GAu[�rl, fRt�ld RSER TO d.Oti.� � , :�_ �_ s — _ _�_� — �. '.�\' �;'�r, ►-- CAP MANHOLE^ COVER 't /,'i DEAOMAN ANCHOR PER % \ vAF�ES r/ soy co►a `\ oaSERv.T1u+voNTc,��.c rfLl-� A -- �� / MANUFACTURERS 12'x12'xl2 GA. PLATES AT BOTTOM OF TAN ,, A -,1 .Q IDENTIFI�ATIC'N TANK MANU BELOW EACH OPENING. (BY iuANUFACTURER� RE4U I REMENTS. - ® �` I__ �J \ - - - r - - 1 �.�yl __1 \ \`! �/`,'� � ; �/ ' ■ //� ,`ti; m PEA SRAYU �--� ' ;.� TAI L C - 055E 9VAT IDN WELL S E C T I 0 N A- A b I Sca�,c 1 NOTE: NF RCED CO'vCPETE ANCHOR PAD USE RE1 0 �T E INSTAL.ATION OR AS REOUIREO By CO(JE '� .FOR w_ HOL V, - - --- la�1ES ---- ---- I �,�'.' •� I �- TrvK�t u+cl«-r+ [*u7E� afvlAr+ �,`c��• ---- ,— -- -- C Uv#,TICK/WCarTCA?IG WELL �� ; _O' FOR HOLO xr`6 SEE TOTE •, y . P61 A- SPECS. YI O r G. _ 2' DIA. FIBERGLASS ATMOSPHERIC VENTS t OF 70KS I � /- TO TERMINATE AS SHOWN ON G.A.PLAN LOOP 3/4• GALV. CONOUIT FOR AUTOMATIC CONTRACTOR NOTE I TANK GAUGING FROM RISER TO BLDG. C F C T I C►v _ COidOUCTOR-5 N0, 16) J ' �� ' R � NOTE 1: TANK ANCHORING I 1 / OF -TANK FILL OPENINGS OBSERVATION/MONITORING WELL ( PIPING NOT SHCW4 ) I F TANK HOLE f �• B � WHEN TANKS ARE TO BE ANCHORED. TEXACO WILL 111111 PERIMETER OF BOTTOM O , (TYPICAL 4) II SCALEe I/8'= I'-0' FURNISH (4) ?REFORMED TANK HOLD-DOWN STRAPS ll �_ - INSTALLING CONTRACTOR WILL FURNISH AND PER TANK AS MANUFACTURED BY TANK SUPPLIE . I II I _-;i--- INSTALL TWO 3/4" DIA. STEEL PREFORMED —� Bill' _ -- - - - _ __ _ _=—_ � II I I _ _ - - -_ -- - " - - -,ti _ n - r- - - ^-~L '� - - `� - " " "- �- 1 - ` ANCHORS PER STRAP. INSTALLING CONTRACTOR �`� 1 f I r 11 Ir 1+ 1+ 1 r I f 11 I t :,, II 11 1 f I 1 WILL FURNISH AND IN 1/2" DW. IIIII ,- '' 11 11 I " 1; If it 11 1' 11 11 11 11 11 ►! If 1 Il 11 11 I t I 11 1 1 t i 1 f I f I f 1 II �` C O CABLE CLAMPS-ROPE WITH A (1)EEYE TYPE OF 12,NGTH 500 LBS, ill 11 1! I I 1l 11 11 11 11 11 1 1 11 11 11 ' 1 1 I i! 1 �3/4' GALV. CONDUIT II = i F 9 I 1110 11 1 11 11 I 1 ! I TURNBUCKLE PER ANCHOR POINT AT EACH END III r f 11 1 _ [1 ' 1 TO BU�.DING A OF STRAP PER MFG. INSTRUCTIONS. (SEE ALSO Il i 11 11 I I 1 1 11 11 11 1 I 11 1 t 11 11 11 1 / �,: + I 11 11 11 ^ T !. INSTAL;L TOP OF 40APTERS d' BELOW GR (7 - - __-- Lill i f 1 t I t 11 1 f 1 ti 11 11 1 - -- II 11 lig 11 11 11 11 11 1 1 11 ��1 I 1! fYY `•. j1 - _ _ I WET HOLE INST%I 1AT10N PROCEDURE DWG ESUS-100, 7) ILII 11 11r` Ir 11 Ir�t 1 ► f 11 11 + ,r• y. 11 - w T I , I 11 11 ti w 11 1 f t- 1 c1 11 11 i `K�` 1 If 1I 11 _ '� 1111' --r-. NOTE 2: GRAVEL STOP AT MANWAY I I ' 11 11 (1 fT" I • I f 11 I f 11 1 I t 1 11 11 1! \ , 1 1 f 11 i 1 r •'+I -- ? i -'= -. ILII 1 f 1 f 1 I I f 1" 1! 11 I f 11 ± 11 11 11 11 1 i i t 1 11 I ' i ? S ST AGE I VAPOR �`� CONTRACTOR SHALL INSTALL A SHEET OF 6 MIL r REBARS 12' O.C. EACH 'NAY iI 11 11 I f 11 I t 11 I t 1t i f + 1 f 11 1! 1 11 I 1 r i{ I if %I // 1 " RECOVERY ADAPTOR ~ POLYETHYL-ENE FILM, SIZE TO BE DETERMINED AT „rSTAL L NO• ILII y,� i I 11 1 ' I T;,a CF PAD WHERE SHOWN II � 11 11 11 11 11 11 11 i1 1! 11 4 © 4' TIGHT Fill CAP � ADAPTER -� I , I AND CAP SITE, BENEATH 30' DIA. MANHOLE FRAME AND N 11 If 11 11 11 11 11 11 11 11 if If If 11 II 11 11 11 1� B CENTER14 BRACKET I Bill) `! " ;! 1 f 1 t i f 11 I 1 it if 11 11 if if 11 {I _ _ - - -- 1 OVER 4g DIA. FIBERGLASS MANWAY RISER.ON illl - -I,} - 11- - U- - 11 - 1� - 1� - 1I - 1}-- - l}- 11-- '11 �}-- IJ- - 1l-- 4� -� 1k- - - -'- - - T4' GALV. PIPE OUTER PORTION OF FILM SHALL LAY F'.AT RINGS I _ -=_=_ _ = I �.I I RISER TANK AND SHALL EXTEND A MIN. OF (2) © 4' ALLLIwuuM FILL TUBE 'N/ '0' RING i AFTER BACKFILL IS INSTALLED AND MANHOLE 11�� = r.. _ � {III PEA G�AvEL - � - ,•11.. _ � - r} - ft- - .�. _ ,1 ..- - �- - - 'L - `�- `� - �'" - i} - �r` 1 f 11 11 1 1 S :' '. BACKFILL FRAME IS PERMANENTLY IN PLACE. FILM I' 11 IS :� Ir 11 i1 11 11 11 ' 11 Ir I1 IJ 1� �1 II 1, �i ILLI 1 11 I r 11 11 1 1 1 1 1 1 BE CUT TO ACCESS MANWAY• (,SEE SECTION A-A. ll �1 �d �� I1 1! 11 11 11 1 1 1t 11 11 11 �1 Ii t 1 ILII ILII '..- ' ' i1 �i i� i1 .+'- �i II �i �i ILII li 1 „ 1 I1 11 II If 1 II 1 NOTE 3: SUB PUMP li , 11 1 f 11 1 f -s + 11 1 1111 i 1 / �ti �� 1� I `� I„ D A L A CONTRACTOR SHALL ORIENT PUMP TO KEEP ALL I ILII i Ffrx ' `� 1 11 1 �� + l 1''^11 11 1 1 1 ( • ��}::;t �' t l , RESISTOFLEX FiTfLNGS VISIBLE AND SERVICEABLE lilt r 1' (8) 2 DIA. FIBERGLASS LINES '.� ti^ 1 I r 11 I 1 1 ri1 1►--�1 I1 11 1 11 4 PRODUCT LINES AND SCALEc I'- I'-0' WITHIN THE 48' DIA. FIBERGLASS MANWAY RIS I1 1 1 ;, r. Illi , 1 y, 1 f 11 111 11 1110 11(:111 I1 1 I 1 � y�' 11 4 VAPOR RETURN LINES ILII 1 1 1 1 1 i f 11 11 1 1�1 11011 11 1 r 11 �I t 1 TO DISPENSERS. NOTE 4: OBSERVATION\MONITORING WELLS Il I 11 11 1I t1``'''1�0 11 1f i1 11 I1 1t-Ir1 1 - --'~ cRI TER OF 6' TMCK REINFORCEDII I 11 1 i i r 11 11 h 11 1 f 11 11 11 11 1 I NO 11 11 o INSTALL FOUR 4" DIA. PVC. WELL 'SCREENS, PAD II �l I1 41 I1 11 11 _-� ONOF 6' TOP u FACTORY SLOTTED, WITH MAX. .020r SLOTS C II � r 11 I 1 11 11 11 11 11 11 I 1 11 11 I f 11 `�`� () -I f - - - �- �- �- l�- IJ-- l�- �- �- �_ u_ u-_ tt_ EXTENDING TO WIT-LIN 12' OF GRADE. PIPE WILL II - -- '� IT FOR AUTOMATIC — EXTEND A MiN. OF 24" BELOW THE BOTTOM OF `^ II LOOP 3/4 GALV. CONDUIT - = — _- II �7�a TANK GAUC�NG FRO►J RISER TO BLDG. --- - _ THE TANKS OR RECESSED IN CONC. SLAB SUMP r (1 I ' IF TANKS ARE ANCHORED. CAP TOP AND I BOTTOM OF WELL PIPE AND ;NSTALL A 12" DIA,_ 1 , -yj - n `i'�- - �j I1 1r 1I 1 11 1 - II i 11 1 1, 11 I1 I 1 I f 1 i 11 11 11 11 l e - 2' DIA. FIEERGLASS PROauCT PIPING TO IS�aND' MANHOLE AT GRADE. INSTALL A 3/4" DIA. GALV. 6'X6'X6 GA. E.rI+.W.'�• 11 r �S �� 11 1 t ;' ;1 1 f A11 I r 11 I j 1 I ELECTRICAL CONDUIT FROM WELL TO WELL AND � � 11 1 f 11 1 1 00 © 2' DIA. X 30' FLEX CONNECTOR - EXTEND IT TO THE DESIGNATED LOCATION IN 'NSTALL ENTIRE TOP PAD I l iT Ir to it 1f 1 11 Ir 11 11 1I 11 11 f1 _ _ _ THE ONLY. CUT AROUND I ,I_ 11 _� I 1 1 1 1 11 of 00 _ __ p 1r- - � ►�- - - a �r - ` fi Ir - � Ir ' - 1 I`•` - ONITORENGESYSNT TEM.EA FOR FUTURE AUTOMATED O 1 I I 1 %JJIN�OLES, SEE OTr1ER j �{}� -1» 11 11 11 11 1 f 1 1 1 1 A ■ - 1I i" � 11 1 i 1 r 11 1/�-�f 1� If 1 � ,1 4 ,1 r u I, u 1 '+ ETAtLS ON THIS DWG• 1 �,�,•;�r• 110 11 11 I f 1l l-`I f j l C ,, 1, d �' a I, 1. I 1' '� I' 4 WHERE LOCAL ORDINANCES REQUIRE M D I A illi y �. �. 1 f 1 i 11 11 1 t -�1 1 -�i 1 ' ' ' '' '' >� STRINGENT DESIGN OF WELL, LOCAL REGU II I f '� 11 11 I 1 to 11 11 11 a 1 f I f CATIONS SHALL BE FOLLOWED, PROVIDED i I c 1 1 1 Q1 ( I ,1 1' u\I, n 4 I I 'T 1 11 1 f 1/ 11 1 r I 1 to 11�1 11 1 1 + �, ,, ,, r; ,1 y MINIMUM 4-4" WELLS ARE INSTALL iI + 11 II ,I 1, II J~ 11 I1 1/ i1If 11 I1 11 it If I1 11 if 11 11 11 ,, 11 ,I 1 n II\ n h (I 11 If 1/ it 11 11 If Ir it 11 1+ �, 1, ,, r u 1, ,r �, ti, I' '1 11 11 II 11 11 I1 I f 11 11 1 f I f 11 11 11 STEEL TANK MANWAY COVER ' ' '' '� �`�' " '� h '1 1, 48' DIA. FIBERGLASS Mi r�wAY RISER REVISION RECORD_ l F Lt-- U' - 4J>` - IJ>- - - � - 1}- - h j 1-1 4 ,1 r u 1, 11 11 4�'' ,: i, ' r 11 ;' `' , , DESCRIPTION I I 1, ', 1 1 1 DATE 8Y '1 ti �/ II M \ti i1 2-22-85 ORC IR.DRAiNN FOR CAD SYSTEM 4' NPT TANK FLANGE M/ PLUG ,t-Ar---�__I' `' '� 11 ll _ 11 1 1 rI 1 s -- - - 1, 1 II ,r ,I 1, II-I-85 FDB 1d'SCL REV d. CHANGE DWG N0, FROM SUS-231.1 SEE CCtiCRETE WORK SPECS. 11 S I S S y l 1 1 11 1 / I - OF A,.K - - --_� ' 11 � � it 11 �, y --,T .,--+ - ,r , ;,-.i--- - t*DvEp CB'SEKvA,T"I[».► SHE;- CR C.-!4,-,RETE CRIVE 1 so S S r 1 r' ,1 ,1 O '' 11 I, 2- ID f'�8 MTM II to If rS 11 if 1 1 1 Ir 4 ,I 4 4 I' h �� jr �l „fir CR�EM�NT. , so if , I 11 11 t` �1 11 ' 4 � 1\ ' ' -_ 2' DIA. FIBERGLASS VENT LINE. 1 II ; 1 f 11 11 1 i i - -- 0 \ SUBMERSIBLE PUMP ---1 y ' y \ '� i; r y �� y - & 3'X2' REDUCER II ( F :� � 110 11 1 i 1 a IS rI 4 ox:+E,• r4 of�F% -n •[�7' 4 A'�c. To r�,Acn «E a T� r,lcyfl,lr or Tv AFT u0 ws Ir 4 h �Y s em' hcorrn au��yrs � OPULult ora a MAX AVALhadro Io�T,ISo1s�a l�/SiD o".N►° .ART 1� 11 4 Ir h Ii - `r 4 ,1 4 h u 4 I 1 '1 tNr n.,,so[�a cuvr As o�S;T A„Tw = ■ sITK e1 1ctAca ,� UIS v[xsaR b TO ra • u Zi 1 i� ;� �� ' 1 LEAK.DETECTOR -? ----- -h` I' '1 r 4 If ti II h cE,rrc rys occye+I.lcRvu cirmClv1� B• vwru Icx� e[ c ►cD To wv[ ►ar o t� To r►r i I ` 1 1 11 1 11 ► PC- A 4 rI 4 d h u 4 r' 4 4 ^�[cap: 41[S T RC•CIe Apo ,w 1 Was �ocS1o1T �a, ec ■ MAT AAO csrDCNct su to 1 11 11 11 11 1 0 y ,r ti 0 11 r 4 it 11 r' I .MA [ S[ Esaq.S�f uTtin ev SAO () O 1 11 11 11 111 If d IT ,1 h if rI u 4 '1 11 i' 4 'I�,KACO BSA. IT 11 If To S 1II _ 4 r 4 tI 11 r 4 11 4 11 4 - f1APocETWG SERVICES ' - _ ' - i - - - � 1 ENGINEE`U/G — 1 — TOP PAD IS ADJACENT TMJ --- K LAYOUT DETAIL B �— ASPHALT ok11/E. CUT PAD TYPICAL T A N 1SINGLE WALL FIBERGLASS UNDERGROUND TANK CORNERS AS SHOWN- 2qqz— TYPICAL- SUB - PUMP iNST ALL ATION INSTALLATION PLAN, SECTION & DETAILS SCALES I/4'' 1'-0' TWO POINT VAPOR RECOVERY SYS SCALE, SCALE: V-0- DRAWN BY FDB SCALE AS SHOWN CONTRACTOR NOTE: PLAN VIEW SHOWN IS DATE 12-14-84 PERMIT NO . BUP900167 I r� 29 OF 37 TYPICAL INSTALLATION FOR ACTUAL TANK CHECKED BY LAYOUT b PRODUCT I.O. REFER TO G.A.P. APP�OVID v� ,/ NO. SUS --120 PLAN. � '. <-. y .y,�..,. __.:'.,I;E ;, ,.Y_.•.. _ __...a ,_. _ �W .ice, y,w. ,.,.,i,,.._..n►,. _ ....�w... ,..r« - A!'III�IIIIIIIIII'I1111111111�IEIIIIIIiII1111fi1I1111111I111)1111�11II III►(Ill�llti njlilll) 11111tlllllllllf111liIIIIlIII111,111111111111111IIIIIII+IIIIIIII�TIIIfIII1111111I111111►11111111 J 2 3 4 5 8 7 8 A 10 I I 12 NDTE: IF THIS MICROFILMED _--- ----��•Ir DRAWING IS LESS CLEAR THAN THIS NOTICfi;-1T IS DUE TO THE. .QUALITY OF THE ORIGINAL -� DRAWING, Oc 62 92 a 92 S2 t~2 E;2 22 12 OZ 61 BI i1 91 51 bI EI 21 11 01 6 9 L 9 S � E 2 1""" • 11111111111111111111111111111I1111�111111111�II I IIIIII�t111(Ilttgltgrll[111�1111111�M1111111Ni1�111fIN11�t1!i�It11Il 111111111111�111111I�Il1111111�11111111111111,1)I)I II I�II It�111111111I1111�111{i1��111111111111111111111 IIIIII)11111i911fU111U�111111!lllllUI111111UN11�1111H FEBRUARY 2 19 92 7 It 7141 ' _ , 's• ; z �uf* `�+''• .+ _ • �;` > iii `� - t '. , t _ , i�R� r: _ -r ,� 4.' Ir' • •\I��'' - ' - _ } a -• - 1. Y_ 3- - •f -. ' •4�. w.i - J . .,.' Y i :y `•. t ,, ,� - � ' lR✓��f ' t .A1. it ?' �•♦ '� -� - _ P �►LLEJ IXO ON .:L.t. = "=• " _ 1 } ; - . «`� : - _ __� .. - , . . ., -�j' *HEN Ml�-tE E� CH« rt• R A 1�p �. �►RE C R - •�� r 1�LE� tRM CO�IC1�� •40. . : �: , a • �- •- s. T. - -. • - THE GENERAL. ARt �►NGEMEh1T Ipl AN. USE THE ' , • �••,�� = � .. y - ip�,rLowlnto p,MAEINIONING� - - J au GUARD RAIL NOTE& - t w T , V moi• i • • - _ � �..� ''SCAT IT ' � .�Ki , . •' !� , - GUARD RAIZ_ NOTES BEa STANDARD CORRUGATED TYPE, i� 1 "� --3•� I-a .• STRIPE DECAL •� � 012 GAUGE, 12 1/4 VIDE X 3 1/4 DEEP, WEIGHT sl *49 • .. [i 7.8 LHS. PER AN. FT. + + •- � RAIL AND TERMINAI SECTIONS SHALL BE HOT-DIPPED Saul 'NEST flowS � S � � '� CONCRETE WALK AT FOOD MART INLM PAINT TEXACO GUARD RAI GALVANIZED FINISH AFTER FABRICATION TO ASTM DESIGNATION A-123. 0OAE ROCJIII 31-00 3'-00 S'-O• to • ' • ARK (;RAY 2 -6 C-'C TYPICAL HARDWARE SHALL BE HOT-DIPPED GALVANIZED. [ + POSTS SHALL BE 3' SCH 40 STANDARD GALVANIZED STEEL PIPE. A: s•.0 -4 STD.. PIPE _ POSTS SHALL BE SET ON le-6' CENTERS. T SEAL END V/ CONC. 1 • GUARD RAIL AND POSTS SHALL NOT BE PAINTED AFTER INSTALLATION. N , 4 W . CO�ICRTE TE WASH � ► SLOPE -PROPERTY LINE I I DRIVE CONCRETE REIPGORCR G ~ CONC.- FIN. PAVEMEN F FINISHED GRADE I I GRADE I I I STEEL CURB FORM • . I 1 100 2' UNLESS OTHERWISE 1 I 1 1 I 1 8• • • • • • •.• •• � I I ECIFIED ON SITE PLAN I � I I � I T • _a.�...-- �••- - • I I I I W2 EXPANSIQN JOIN . IJ I I I I I I 111117" PE T ROL EU10 --T- L_,..J LjJ RESISTANT SEALER . ..: ' 10' A DIA. TYPICAL WHEEL CHAIR RAMP �� •• — 4RAD. CTION A ELEVATION SCALE NONE - • � 11 ,• , GUARD RAIL DETAIL • . ; CONCRETE F OOT IWG t PUMP BOX WI Y'.j END • _ MOIfNTfNG BRACKETS CLAMP STRAP FOR VAPOR / • BALANCING PIP'NG - . ll-PER PROOUC T) 10 S/ ' DiZIV EME N T R TO G.A.P. FOR TOP -� ACE .�• . . 40'-0- _ VALVE CLAMP STRAP I TE FINISHED ELEVATION -- FOR PRODUCT PIPING �-C , .t . . . . • - I N•-6' :T -n' �' _6 U-PER PRODUCTI �� 'HEAVY DU ATE AND FRAME _ "' ,� y UIWT AVAIL ABLE FROM 'FERMCO •� . it A S Y A NUF A C T Y IMC K Nl E 1' � OR APPROVED EOUALrFURNISHE,D • _ t 0' A• 6 ��` I r THE GENERA. IRON WORKS' Or F �W H• TEXAS ' - 2-6•(� GUARD POSTS „�, ( AND INSTALLED B �' TYPKAL STEEL TUBI TYPKAI AT EACH EIrO CONTRACTOR, OR APPROVED EOUA�. •• �-- �1 w _ I CANOPY COLUMN / Of ISLANDS `) (SEE DWG.• SUS-231.2 DETAIL 03) I SHEET METAL FORM PAN I ti W0JNIING\' 4• P.V.C. OUTLET PIPE .. : . v I.-6• ANGLE I • 1/?' F#lI SAD dOl TS ''' '�.. . ,_ - •_�• s'-G• r LONG 1-3/•' THREANDqePF14 -49 GUARD POST DETAIL LENGTH WITH NUT • . •. : . TYPICAL LOCATION 0F CARD _ SCALE READER.WHEN CALLED FOR ON 3•i$P,v.C. CANOPY DRAIN (SEE~: CHAN'VE: MOUN'wG RAIL • • IN CONCRETE THE GENERAL AQRANGEMENT FLAN 12' X 30-I/4' OPENING IN CONCRETE LINE IN CONCRETE ISLAND utAS G.A.P. FOR TOTAL X 41-3/4 GPEI11M1G NUMBER OF GUARD POSTS) •E FOR CONDLA': VAPOR 6 PRODUCT ISLE FOR CONDUIT, VAPOR a PRODUCT TY L STRIP DRAIN DETAIL 'INC RISERS.(4-P'ROD. DISPENSER) PIPItNG RISERS. (3-PROD. DISPENSER) • SCALE 3' :E oWG•' "-� OETAL '4� PRODUCT AND VAPOR PIPING RISER _ CLAMP DETAIL CAS YESTER CONCRETE, CHANNEL SLOPE DRAIN AS MANUFACTURED 40'- 08 ISLAND PLAN SCALA -- NONE CO DRAIN INC' IS AN APPROVED ALTERNATE SYSTE'A. HEAVY DUTY CAST RON SCALE 1 / 4' = I' -O' /UoTTr : GRATE AND FRAME BY 2'-A 'I/2• Sfl. USE 5�'eLP tfLA11.>, SIJ SH6FT' GI p$- 3 'MC KINLEY IRON WORKS OF FORT WORTH. TEXAS OR 1 APPROVED EOUAL. OP1ENW, IN ISLANV FOR CONDUT / 3'') P.V.C. CANOPY DRAIN . ' LINE it4 CC1NC. ISLAND VAPGR 6 PRODJCT PWiNG RISERS �' - . •� BARS AT 1-I/2' ON CENTER EACH WAN BACK FILL w►1 H SANG , Ir sT EEL CURET FSM 1/2' ExPANSON JJINT >*kT§t PETRCK-EUK •3 EiARS C,pNTw0005w / RESISTANT SEALER s. •, -----� - -\- - - - - - --- 7. -� TOP QF DRIVE PAVEMENT TOOL G 1' RADIUS 6 ( •• I W ..Jn \ �; • Is A .,GE \ I to RAD'LjS (X t •- .�_ I 112' EXF'A TrS10r1 JOINT - v �– V �j-r- I > - - .� - . —�� _T— _ -�- r wlrH PETROLEUM " /, ._ -- _ • -. I A - - O RESISTA%T34 SEALER DFIVE PAvEMENT" TYP. ; _•_ - STV ► • Q r - ,. _ 7 \• ♦ \\ ` /. ♦{ ^ \\Y\ ♦ t ' • } • 01 VNI I, 2 0 2'-0 '/2 ' So.1k 31 < 6' VARIES 8r CODE 3'-0 '/, SO. 03 BARS AT 24. ON CENTER TYPICAL SECTION OF CONC . ISLAND 63 BARS CONTINUOUS TY ' TYPICAL DROP INLET • • � 4' N CENTER " ALE 1' = 1. -0. SCALE -- I Ii2' = '' _ 0_ 3 BAR, AT 2 0 CE E S�. REINF . CONC. CURB AND GUTTER (SEE G. A.P. F' OR EXACT ELFVATIC': Or- IS� AI�G ANC STEEL CURB FORM► •, BARS CONTINUOUS (SEE G.A.P. FOR ACTUAL SIZE SCALE - I I /2• = I' -O' OF PIPE AND DEPTH OF BASIN) REINFORCED CONCRETE CURB DETAIL - REMOVE EXISTING CURB SCALE • GUTTER R DATE 8Y REVISION RDES�1PTPON 8 AND GU E REMOVE EXISTING CURB -, �r 03 m DOWELS 18' AND GUTTER WHERE LONG -+T 24' ON CENTER EXISTING ROAD SURFACE - __ S-�-tl5 RIA RE-DRAWN NOTED ON THE G.A.P. 1 f • BAR; AT 18' I 6' I •3 BARS AT 18' •3 BARS 18' LG. EXPANSION ,101TV'S SHALL BE PREMOl0E0 10-8-85 RV CHANGED TRENCH DfWN DETAIL 3 AT 12' ON CENTS R OF OIL IM�'ERVIOU.� MATERIAL. REFER EXISTING O.C. EA'_H Nb. Y O.C. EACH NA) _ (WRAP A�_ TERNATE ENDS► TO SPECIFICATION •SUS-9C FOR 3- &E� MTM G+ALIC,ED C,uPkV TZA;L oE-k1L-- ROAD SURFACE - ---7F: -----�-- ;�_ - • ' ARS AT 12' O.C. BUTTING OF CONCRETE TO ASPHALT - I � B � i 1 , ;• I _ -�' __ • • �, I �,; ��' � ASPHALT OR CONCRETE DRIVE I'AJ+EMENT EACH wee I/4• FINISHED EDGE • }- L_, N�inO r d risKi /•0 M Oman w R {pm R M fi hammus • �"Ift • • . . _ • • 0 COP" •i/1L•M.S O•SMUO a U�UL`M• -AU g0 NIS •1 -• _------ -" `— 1 P FOR ELEVATION T ION 1 6 ws w.r•...�.•. w{wa w.a w � - VARIES G.A.G.A.P. 0 ELE .......................i ,- SEE � .r,.{.w• uv� .� a.•csa� .rewat► • •�{• .► {u.0 •c•w tl�Ira�.. �— -- •- .. • .a n • r r cw�aa wc� , - �,• • . _p / Ams �t�wcw�c .r �.� wry wn� as - • ' ' ' 2-93 BARS -� - z — �x �r c�ss�• .�•wae� in nua •c 2-03 BARS CONTINUQUS CO � J • • •. • • °f'B.ZAC:O ate► NTINUOUS VARIES BY CODE _ 8 _� — --= -� -- - - _ � 3- •4 BARS AT RAMPS a.____ -D ___•�---- -O � -"'� '� YAIOtTMC f'htr1C>E3 -•A ARS CONTINUOUS t�wJtAI AMA�ICfAEN' rtAH 5 B • SEE GENERAL ARRANGEMENT PLAN FOR SECTION REQUIRED BY GOVERNING CODE. WHERE •3 BARS AT 3'-0' ON CENTER TYPICAL pETAILS8 PLUMP E',LAND'S+. i APPROACHES MEET ROADWAY. CONTR�,CTOR SHALL SECURE DRAWINGS AND DETAILS . (EXPANSION JOINTS SHALL . BE 30' -0' O.C. MAXIMUM) WHEEL CHAR RAMP. STFW DRAN. DM)P MET IF REOUIRED. FROM GOVERNING AUTHORITIES REGARDING APPROACHES PRIOR TO CONSTRUCTION, • CURBS AND CONCRETE PRVE1ri�i.NT TYPICAL EXPANSION JOINT F - CONCRETE VALLEY DRAIN DETAIL AT DRIVE PAVEMENT DRAWN BY R. I�iETZGER SC14LE AS SHOWN CHECKED BY C GATE 11-16-82 ,:�Mz� rv�. . BUP4r�0167 SECT" ION AT APPROACH SCALE — 1 1126 APPROVED N�. . SUS-260 i '� • 31 OF .� ' - 'tW` %rA '1 _ 1, -0. SCALE - I I/2" = 4 �,Y i••9 ♦ ,. A • �:3 _ - .. , _ ._. ':�f�f+h,y..i1•yyr., , ..,:-. m.,r4 NN:4.,. Y .. R ., .. .,,. 2 - ISI"I111I111,111IIIIIIIII 11,'I rll I�r III III 111[!II l�t l�� I�I 1�1 1�1tT�1t11111111 IIIlIr11�1111f>) IIIIIIIIIIIIIIII,IIIIIIII11111II1111111Ill Jill 11 TI M I11I1111111Jill 111111111101 _ t 2 y 4 5 6 7 8 9 1�0 11 12 NOTE: IF THIS MICROFILMED - - DRAWING IS LESS CLEAR THAN , THIS NOTICE.-IT IS DUE TO T:•E QUALITY OF THE ORIGINAL DRAWING. - -- - -- -'------ _ - ---- -- -- - -- - - - - -- — eE 6Z 02 LZ 9? SZ tit EZ Z? 13 ' 61 of 91 LI 91 SI bl El ZI II 01 6 9 L 9 S � E 2 1SOLD �i111unlunlunluuluul11111nu1111�Lrnlullhttrinn�a>Ila�1��Ina�Inln,llnnlnllII11�111t1m'filitlilll��iulur11r1111N�111111T111rtflltflT'uuhitl�IntI1I,1�11f11nnlllnhlll�lJlllU11111u11111111u1111111T11bLllt�t7111ulllllll111!!l11u1111II11u�I11N FEBRUARY 28 1992 ---------- - 1 1 *[ Ll11iIT ►WI TLAE.POLL AEO FBOIWK BAE OFSN ERE ALIBMWANY MINE INTO Bt[ BANE as EEE TWPGAl t1 - BLIT. R5MYT �wY VAPOR LJBI Bw BL TEIWIA I[ FUTURE BQ W. BELOPT • rt{w.pea K am IN LEL AICIR" RETRACTOR AND swim BUNK A OF K Bi'-I'En.RL w MRN to DL R?W IfTM NIExYLL tEf RACTpI AAI RENDER BLINK Affil IRM RAC. "r.14 AL1 . LIGHT FIXTURES AND POLES i i 7SoLkw OLUNBY 1'" IrwNE ARF LLA—D N BY•TEECTRI ' • RATE me ARCHON IOLT'L ALL LIGHT FIXTURES AND POLES BN�'NrALLA-'EON ANO ELECTRICAL ' • -- -- -- HOvK-UP IS BY THE CONTRACTOR. i ; / I WEEN FES ARE EOLA"D WnH BASE RATE ARE FURN'ION D ELECTRICAL OCTRI CAVDITSE COVUIS SMALL KAVE 7PAINTED NOOK-UP I$ BY THE CONTRACTOR. PER, , COATS AS F 'TERAM SPECIFICT! IP'IS. O/IATE71 INET ICRONO OR POLL IO([ITEUT - —_----� •- Vt'[ II'LONG Af4LOB B0.R --- - SEE THE GENERAL ARRANGEMENT PLAN AIE TSNEIty" BT 'TEL&M00 asTALLSD L __ . _ rUIR•SrED BY $'OLE UPPLEN FOR NUMBER AND LOCATION OF FIXTURES By TIE DOMMACTOR, TIE CONTRACTOR SMALL fi INSTALL COMPLETE O1R LP AID VAT" !T►E4 MOOING KTAIL FOR LOW -- - �~ 100[V. LEVU LIDHIS. SU THE GENERAL ARRANGppA PIAN FOR NUiSC R AAO ..........._. .M .- LOCATION OF IOTI/I.L 7/4YIbGO OpICMlT P itK -- - -� -/ BE' ON FINISHED gMOE F ERIK tnBc - iK sTtJAOC TMALLf -- -- — --- 1 -- LOW LEVEL. YARD ftP1DhffT TUeIYAL 60K NO NECEI T[r EAEAL MT VACUUM 4 FU11109SED LIGHT DETAIL f• SOUAM s -W W. STEE_ neL Fol[ --- r T AND t6 ALLED BY _ lOC1TgW O ll.I.OLl NARES WIN BASE BATF AMC ANCHOR BOLTS. I SCALE •— I• - 1•-O• - -- - CONTRACTCA SWILL PANT ROLE PER •TEX" -- I Vr SPEOFClTIP4 At TER LINE TO T► lf t'`•"'�'- a CAST ALU1Lb[SE PLATE -- - TER ISLAND IS IT14NAL _ TO BE INSTALLED ONLY �� ~K�"T _ .IR/WATER VNIT IS CALLED rt-- _ r T E E I THE GENERAL ARRANGEMENT - t Lr SOUA/E STut AlU --- 7. ErrtxsPEAAIAER IJI a LOW LEVEL LIGHT vrooPFETI uF uE BASE PLATE _ DETAIL 3/r ELEGY.CdDuT to sum uOrtEIC t Lr ELECT.Com"T TO SERVE VACIANI a t ^' * SCALE —3' • 1'-00twn '! QE GENERAL ARRANGEMENT PLAN FUR ION, tSLAD SIZE AND &CONFIGURATION, NUMBER AIR/WATER VACUUM ISLAND N.I OCATIaN OF VACUUM AND AIR/WATER UNITS. - ' SCALE ---- h = I'-O' -'�^ j -- -----__----- .-`1" - NE Aro SECURELY ATTACH COPER GROUND B.Uc WTE1/ 6' STOVE BOLI 1OPOLL TNOTFRW_ 00 TCROIID TOCOVER ASTEfRL - - - - -- - - _ - - 0 POLE SSIT. O GD POST GUARD TRASH ENCLOSURE GATES S40ULD ONLY BE _ _ _ _ - -- � _ RANpCy � . _ _ _ _ __ BARO POST AC 0 _ _ _" _ _ _ _ _ _ _ } - All AC�E,D 10 lU0 A70 C14Fa� INSTALLED WHEN HpWN ON THE GENERAL . - -- =- \� HAFOHCLL WITH COVER! ♦ __ ____ _ _ _ ___ _ _ _ _ _ _ _ _____ _ . , ..� _`.�E A ENT PLS I .. 1 _ _ _ _ _ t: ` • c MST Ir L6. E i_ RRANGEM �M� " i r- - - .. _ •- - - - - - - - - - - - - - - t F - • " • • "E ' COPf" GROUND CLAMP ATTACHED TO COEQII. I. HAVE E-PEtBf COPT E.. r.. ._♦ r _ - __-_T F �._ ti,. (SEE GENERAL -ARR*NptMENT PLAN FOR SIZE. 1 ♦ .• E ' TS OF PAINT ' 1 t-t` • ♦ 'A' ' LOCATION ILNO TYPE OF TRASH ENCLOSURE) 1 ! P-0' ` • S'-l• • • ' 1 7---�—� y / 7'-0' , I WHEN .IDLES ARE [CLIPPED WLL WITH BASE RATE . �r F YfIE�- r [ •A• ,q r i ' t'-r . i COACOVTS AS OPER 'TERASCO�SPTCIFKKAVE AT10NiANTED ) i IAIM,IY . _ r.- ED 1F OR ON THE tYI r� IA • O'4Soum EDGE TO EDGE OF SLAB =r , , �' ' 3 , ♦ A •: ` P 5 i ; , ' �S y NT r 1"MT•yt1l :VI' t' t r r 1 �' , I PANT MTC AOI CONTRA, OR SIAL CYEENG OJT) _, rf•fEl CLRO F 'T L •, ^�' E,I , , r I L Y I r CEDAP T %_'I RLLS ' . . SNCL yy yy-.��te 1 1 I 1 ' I l � _CLIP ' . , y � �7 '1 ' l" .,' iyA1'l �' _i p 1 1- , 'N- 7/1• x ]D'LONL ANCHOR 41 ATTACHED ATT �IDTR F r TO POSH 1 ' i •a �, 7 r Q 'O' ; BOLTS FIREWEED BT P0.E S:PR[R 11 1 1 I L r • raL r .�lA , , b bI / .11 ' - �. , LNG NAILS �O' r I ; ; „•_ :i L own 1'SO.GaLYANZED STEEL t'1t , ` , 1 b TOP OF LAT MTUO&EPATE P09TOV w ^ . SLAB (7t►DE BE" , r i. WELDED GAP SATE TEMP A7,, 1 10 SLAB AT BOi TOY.WITH SL •'1Q, ' , ^ •!. DE SEAM ' r �.i-'' 0•' _ - , 1 113/0' 1000 ' Il COHOU' P1K` FLOOR FLANGE. Jj ki �la' 1 .ti; y Y 6010{ IVFSLED LRA.^.{ CONCRETE Cl1R! EDGE OF KINFORCED CONCRETE ► ' +�((als�. t6,'t E , _a ' i M _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ t•' . . 4•. E. rx s'RO1101 SAWN CEDAR BOARDS <-_�T i i . 'AOR KL 6lOCx SMALL IYYC PANTED-------i- > ; t 1 r '- T,� •+ BIB AEC BOP AND EACH SEX i SLU GOAT OF MASONRY ELLER AND 1 I r ��-Cyo�il$ OF FLASH C0.EF 'TEXACO, r-E' sO.x 3'-0' DElP CONCRETE ""' WTI (TYPIPOSCAL ALOAT 1-{ORNEA POSTS) I H}i I q':: N t ST GEL YAWNED STEEL TURD �'i I S •� \ POST 6'-0' LONG WITH WELDED M BRACE . 1 �''q W FLAT( ( TYPICAL 1 7 1 GENERLAICHAL DENTE Rr , I rA , LENERAL CONTRACTOR 1 A • I[AVY QUIT GATE HINGE I{jAf f�..�-� _+ r1r /V OUTT GAT[ NN(,[ Rt(A( , 1 EOG[ OD SLAB ' 2'-0'OK. L WELDED TO POST, THE OTHER 6 ♦ _ - ��{ __ _ 1,;�+� EiE LDED 0 POST, THE OTHER K �"j So TED TO DOl1BtE Zx1 ATE STYLE •A .k :E� .. .0 - ^"`^_ T _ _ . N'/ ►AE4 OF HINGES PFJR WTE I LOCH DEVICE BT . {+'' .�,T._rs} BOILED TO DOUBLE 7x1 GUE SITU I .r( . , ,. < GENERAL CONTRACTOR N ..• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - I I A ti + . ..�.` .. 7-I• SO.x 7'-O'DEEP CONCRETE l '' w \ A,i! .`� ._ POST FOOINICATTNCALI PLAN e C : 7 c'�s't�`. SH ENCLOSURE PLAN e BLOCK TRASH ENCL SURE �2T",A� ", ¢c•71 �.Y 1'-O• Al SCALE ----I/2' = I'-p' TYPICAL YARD LIGHT DETAIL SCALE --- I' = 1'- 0' - _ 11✓,* T1RCR CONCRETE CAF &CCI METAL VERTICAL GROOVE PANEL S -F- r i��Ir �- Yf- - I - A LIEU OF CEDAR BOARDS MM I -' _ _ _ _ _ A _ x_ _ _ _ e CALLED FOR ON THE GENENA f;2 ��' •S CONCRETE BI OCR MAV.ICD PER ARRANGEMENT PLAN. SEE NOT �Y.. t/ 1• .� r TEXACO' SPECIE KCIJNS ; '�� ' 1 „ REVISION RECORD _--� DATE BY DESORPTION XI GALE STYLE �'••�''•^,.• ' - •. • I I • � ' I �� " n 6-1-85 RM REVISED WIDTH OF BR OCR TRASH ENCLOSURF _ - ODu6LE CEDAR 7 1' SO. GALYAWNEO SI(fl IIIEE I I, I " ` S•L1•� M CN POST LATE TONG AL WCLDCD 1 , '� H A`H' wv TRASH BLI[LD•JAt SA*E 7' R VCEDAR BRAC[ U° PLAN[ ITTPIG4 _— ='� a..R .1 ,OL•r. • 4L6 •t ! �s /' SO..G AI VAWZFO S :A•• r ' - __.. _. - -. . - IF]: aarma rs r. r...n ,a a nva k R nH aem.as s ✓•um= .+, V E MI s sw • mtz unu nc.¢A�¢ an sa s .,a •...0 n .m[a w ,� n .. r0S1 t'-D•LONG. 5•. _ _ _ _ _ _ _ _ _ ! I _ _ _ ) �": - $UA2o oN $ATCETI 9ATTf!RAI _ _ _ _ _ _ _ ! ! _ _ _ _ _ _ { .� A4,.40 r [>a.'1 a 1,>t ly. w1.OVB • A« P N..a t r• it ra.s m4. i' INK.COHCRC T .• '":Q0 WITH . _ _ __ r. _�_.�-_^ -_`^`-T�`-..-._ a. o•t>tiYr+rte � 11PA In �.0 sw. • F® a ..n .oRn n rw 6 M E % 10/ _ - ' s• TM.. [CNC RE IC PAD RCN ORCED W IH �`1 ----��' W. c=mI .R n.. n 1 11. mA.• WL a iu . na, .c ore.0 f=t.cl w, n •a • • J�. •� 6 x 6 R 10 /q A.R.V. W'= 1 T o e: :n� SLOTTED T 'EBZA(� 01� E BOL M'7LCS a.•1 BARS CONIK'JOUS +•off •6�� _ _ �� SERVICES v :. 7 EF _I- °r I [NGDEEIOC I'-1' SO.A 3'-O'DFCP CONCRI II -- • I , ; - - __ - . _- -_ _ n'-B'DP.R q'•0' AD.MDG[ /D [DGf O' SLA? 10.•7. I ; I' R Td'SO.x ]'-0' D[1P CONCRETE --3 = - -- --+-y. POSH FOOING. IFORLERDWO: ``II GE N 1 NERaI ARRANGCiEENT PLA POST FOOTING. =-•--..... r ° '-- YARD LIGHTING IITPICAL AT .-CORNER POSTS' . YARD LIGHT TRASH ENCLOSURES AIR/WATER AND VACUUM I,5LAND ELEVATION BLOCK TRASH ENCLOSURE BASE PLATE DETAIL ---- ---- - - — - DRARN BY R.MLI7GER SCALE AS SHOWN. i .., . ... SC LE - - S - O - _ - - CHECKED B ,1 •; APPROVED (.•['f- No SUS -261 • - '�T �n --ItIN--t+— �L t ' T Irl'IIII'1111IIII illllj II IIIIL IE11111 II111�N Illlllf 11711 IiIIE 1111111 1111111 III I11 , 1111111 Mltl[i IIIIIII IIIIIII ILII_ ILII III IIIIIII IIIIIIIIIIIIfIIII IIIIII IIIIRI IIIIIIIn 1 I i • '� I i 1 I I NOTE: IF THIS NmROFIOED - - I 2 R 3 4 5 6 7 R_ 9 to 11 12 _ DRAWING IS LESS CLEAR MAN THIS NOTICAf'IT IS ODE TO _IEE VALITY OF THE ORIGINAL _ _- —el -s-1 -10 ----1 - ---_.-- __-- --_...- _ DRAWING' OC 67 Be L2 at 4a ►2 ca 3a la OL RI 81 LI BI SI ►I EI ZI II 01 6 t l 9 SY E 7 1H•"- NNlunlnulwdun6wbmluuhnl�lmluDI1RNMTl��N IRI IfRlu 1burIElRInullWlhlnlnuhwluulnnlNNl�mduul'IIlII111IIIIIIIIDIIII�II11I1111I111IIIIIlIW1IJllIWIIIn1IIIIlITIIIIIIIIIll111)WWPoRWBII�III�Ili1111IIINIIIINW111111 FEBRUARY 28 1992 - 24X i I - I I / NOTE6 A- DIE'EMSER SIGNAL WIRES TOM ROUTED DIRECT FROM DISPENSER TO ATTENDA'T AREA _ r ww.r w Ir\4. r .I•••• w Wr. - =1•I.Ir.w•w141 �. H w 1•wr �i w Yrn1 w ••rI •w 1 •rM.l YYr\. Ih YOri MIYr• hY011 6 SIGNAL ES WOE T ROUTED FROM DISPENSER TO STORE ROOM M OUT EN INET MUST BE ROUTESEPARATED THRU SEPARATE CONDUIT i0 1 • . • • • r • • W r . a r . 1 • w • • . I • • • I In • • . 1 .. . 1 . .. • • • 1 �. . . I .I. . . 1 . ✓ • . I I r1 . . 1 . .. . . •TI : • . . I r • 1 1 • • . r rOT •1 Y Y 1 F M • • • • • r • 1 • . . 1 .w 1 A • r • 1 • • • 1 w• • • 1 • . Y w. • 1 • 1 • • • 1 1H • 1 1 • . Y ti THE ATTENDANT MEA. . r • 1• Y C - SIGNAL WIRES FROM DISPENSERS MUST TERMINATE N THE ATTENDYT II AREA A 10 FT RIBBON SIGNAL G6LE 15 FURNISNEO BT SOUTHWEST TO ODNWCT THE CONSOLE TO TME DISPENSEP SIGNAL WIRES. - 1 1 1 I R R sroR . . . , . . . � . . 1 , . 1 . , . . . , . III . . . . . . , I 1IIL'II '(�II - — . . 11 . . . , • III . rl , . . . � • III `_ -_7 L..._ _J 4 Y N w '4 Nln. NJ.• .In Y. MYJ IC ruw. .I . �i3/4' COND. WITH I CO - 3/t COND WITH _ — _ _ v.cm4s r•.rY.p• rr ua.oc •h•.r.v IS R 12 TMWN I 15 12 THWIN w...w .Mee�Ii� gnu 1 •w`p � I TO STDI RM .O DTOR RM t r - - -_ -- t R - II 4-PD -R SUL- •- PO i VEL I $ _ , - a Vr r4r•• 4h KY414 N •.r.a N rr.rnl N 04.4 N rw4•K .n rrl• N Iron Imo- I Y� •r�.4 rNJ lwr. 4Y. rr.P iRJ Y.rY 4r •ri1P m! PITO' 4Yr Ir11V NW 44Y• II I YY. I oYJ . 4Y11 aLl . wft 1 OW 1 4Y. • QtJ . 1 1� 3/4'OOND WITH 1 .1 CONVENIENCE ■ 3/4 CCND WITH �� 1 • - �Too(2)TWISTED i STORE TWO 12)TWISIED "•"` r N•orcr.l Moore-1 ••o\cnN •• I' 1 1 PAIR✓S AWG SIGNALPAIR,IBAWG SIGNAL WIRES TO AT TEN 1 WIRES TO AT TEN I AREA (CONSOLE I AREA ICONSOLEI I SEC NOTE •6• I SEE NOTE 'B' II •1 r-- 1 ATTEM� fI 1 F W � 13 0 1210 WITH i LL -JJJ"' 3/6 12 TH WITH �� u O q W 12 TMWN 13 70 SI RM 1 1 .ALJ rm• TO STOR RM 70 STOR RM 1 °I ' I ,•_ I \wrw we r- ! --R .. .v R L S_Po —SDL I I I ( 1 I 1 I I ) . tl solo• ) ILL-_- !.►D ul UL L L- !/4'DON WITH 700121 b FI� � �� II ,�I \ `f O w mow. cI• 3/4 COND W'IN 700121 TWISTED PAIR, N AWG SIGNAL 9 I< C !I !I EI (�I r. TWISTED PAIR, 18 AWG SIGNAL WIRES TO AT TEN AREAS ( w `-' WIRES TOATIENAREA ( CONSOLE ) SEE NOTE '15" _ T• ` csou.n.N rr ICOH50.C1 SEF If07E-B• % /� 4 u r 1 . w 414•YI llT ) gO`/. wm.�+.n i�.l nm.•u rr.la. TYPICAL DISPENSER ARRANGEMENT PLAN r L __ _ _______ CO L � _ � L� 451/2' BASE 34' BASE 1 - 1' CONDUIT OPENINGS --- "- - - -- I CONDUIT OPENINGS - - r L 1/2' INLET GROUND JOINT UNION.61/2• .112'INLET GROUND JDINTUNIDN, Ov •GRADE.6 0.ACE5 A;A;B,6,C;C:D 60 1.V2 Ap0'VE GR40E .PLACES A:4 B;B.0 BC' 'I 1 Bhp —_ I T°�6• —�— TTP --- S TYPICAL DISPENSER WIRING DIAGRAM - ( 4 PD SHOWN - 3PD SIMILAR ) D.. A B.. - wt - I)I 4 1 I _ I _ LIGHT CRT = Y 1 D THIS BOR r ^ 1H I ^• BHI. r ' . �'A .r C n .� . II:: `l. . I' 1 JUNCTION 60X - 1 n Ip Ll i y NOTE Z s 1� JUNCTION A' B' C !:I w H Oj THE INSTALLATION MUST CONFORM TO THE REQUIREMENTS Of ARTICLE 501, ! S/ A' B' 1 C • D I" BOR I 2O- -O- • 1 T I NATIONAL ELECTRICAL CODE (ANSI/NFP41 AND ALL OTHER LOCAL OR r _ -/'` I I 4 v LIGHT cKT IR• FRONT P/�• =,` IL FRONT' Tva2 �l* THI! 60% O APPLICABLE CODES TYP -JUNCTION - ` 2 DASHED LINES INDICATE FIELD WIRING, PHANTON LINES INDICATES SHIELDED 60K J CABLE EXTERIOR TO PUMP CONDUIT L A V JUNCTION r 29 1/2' • ' BO% SINGLE PRODUCT INLET 61/2' U SIGNAL WIPES MUST BE IB AW4 OR LARGER, TWISTED PAIR, GAS 6 OIL SINGLE PRODUCT INLET ON. 1 61/2• --' SN DIA HL FOR DISPENSER GROUND JOINT UNION. 1-1/2• 3/4O1A HL FOA —J RESISTANT,STRAN DEO GROUND JOINT UNION, 1-I/2• ANCHOR BOLTS I TP 4 ) ABOVE GRADE, AT 3 PLACES O'SPENSER ANCHOR I YABOVE GRADE , AT (4) FOUR A,B CC BOLTS (IYP4) CALL CONNECTIONS SHOULD BE MADE WITH METAL INSERT WIRE NUTS PLACESA, B,C 6 0 �--� Ly ) FACTORY INSTALLED ARC - SUPPRE SOBS (AS) SHOULD NOT BE REMOVED DISPENSER BASE PLATE DETAIL - ( 4 PRODUCT ) DISPENSER BASE PLATE DETAIL - l 3 PRODUCT ) v6 CONSOLE POWER MyST BE CONNECYEDTO AN ISOLAIEDDEDICATEO,GROUNDED ( 3 PD- MOD. 2 300) CIRCUIT ( 4 PD -MOD 2400) Q ALL DISPENSERS MUST BE CONNECTED TO THE SAME PHASE OSERVICE GROUND MUST BE CONNECTED AT POWER PANEL GROUND,CONDUII APPROVAL RECORD IS NOT SUFFICIENT DATA ■Y ItADOUARTEIO /O CABLE CONSOLE I/O D'SPE NSE:R H05C I I /O CABLE CONSOLE I /O DISPENSER HOSE I9 EACH FUELING POINT (EA SIDE A7 EA DISPENSER ( MUST HAVE INDEPENDENT MARKING COLOR CODE COLOR CODE NO MARKING COLOR CODE COLOR CODE NO NOTES AC CIRCUIT BREAKER ONMKJH CvslQ REO VIO 9 1 - THERE IS NO COMMON OR GROUND IN THE 10 INSTALL ARC SUPPRESOR IAS) AT MI -M2 IN THE CONTROL BOK THIS . ' RED V10 I SIGNAL WIRES EACH COLORED Si GNAL WIRE SUPPRESOR WILL BE SHIPPED IN A PLASTIC BAG INSIDE THE LOWER REVISION RECORD BLK BRN I 6LK _- _ BRN 9 - FROM CONSOLE RIBBON CABLE HAS IT'S r _WH T VIO 10 OWN DEDICATED BLACK SIGNAL WIRE WMT VIO 2 JUNCTION BOX OF EACH DISPENSER DATA RV D[AC RImoN BLR BRIE 2 BLK __ BRN 10 - nBB4 105 ADDED BASE PLATE 3PO- REVISED NOTES GRN VIO ! ORN V10 II Z - USE THE COLOR CODE SCHEDULE FOR II ALL FIELD WIRING IDASH[D LINES ( BY OC NE RAI CONTRACTOR BLR BRN 3 - 6LK BRN _ 11 CONNECTION-OF THE CONSOLE 1/0 CABLE BLU V10 4 BLU VIO 12 TO THE PUMP SIGNAL WIRES 6LR GREY 4 BLK _ BRN _ 12 3 . EACH PAIR OF SIGNAL WIRES IN THE I/O 1 Jl UNITS 9 -16vlo 13 J9 UNITS _-- TEL VIO ! BILK BRN 13 CABLE IS WRAPPED SEPARATELY 6LR BAN _ - _ -_. 'TM 4w•YM W 1M YNr.N+•rbr+ IMY+E N Ir•w M N IM MrP��1 Y l.ua. Yt SPIN V 10 14 r11w W n�J+1+ n+lyYY•M M FF�r••�-.n •Y N 11ew rY r. R. YY.I.rN rn BAN ! IIrYMn k M•wwl HINT V nyY•. Ir•.rYN, I..NIMN 4.Y44N w•IW •M.W H •fM. Y•NI :•rl•Nwl rrHurm••crF1 N rynHr MWUN rI NHnE Rl �Y Y1 W VIO 6 BLK BRN 6 BLR - __ BAN 11 A•Il.1`41 ' ALM 1.1•Iwl.rlrrO NtYr4,•MILA•AN IW VIO 7 ORIN V10 (� Y4w4N n4n141INHM Ayr rr".M. r. .. I•I. awl .WYNMr ORN H.0 w w•N4..w, rMwl r11 fl 1�. M••w. rY NMw.N •nrrUN ti 1wY. 1•t .. 0 - - - - - - - - - - - - - - - BLR BRN BILK BRM IS WNT V10 6 WNT VIO IB T'IXA00 LLSA. RED BRN 6 RED BRN IB . MARKETING SERVICES ENGINEERING MULTI - PRODUCT DISPENSER WIRING DIAGRAM SOUTHWEST PUMP MODEL 2300 a2400 TYP COLOR CODE WIRING SCHEDULE AT CONSOLE ( ECS ) I /O CABLE . ( SIGNAL WIRES ) DRAWN BY IDS /CG SCALE: NONE _ CHECKED BYAC.N DATE : 9- 24 - 04 APPROVED o� NQ SUS - 369 iERMIT NO. pUY9C0its, ' OF 37 r Vi f '�5T111>' 111111111111�1 Illlil Illi 1111111111 11111�11h1� (III 1111111(111 III III II ,11111111111 I) IIII II 111111111111111111111 1111111 (IIII II IIIf III 811111111 III 1111111111 _.. f + , ,T-ii I AI I I I I VOTE: IF THIS MICROFILMED I 2 •-r 3 4 5 6 7 8 B 10 DRAWING IS LESS CLEAR THAN THIS NOTICEF'IT IS DIE TO III.QUALITY OF THE ORIGINAL DRAWING. OE 62 Be E2 92 S2 ►2 E2 22 12 OZ 61 RI LI 91 SI 41 EI 21 11 01 6 B t 9 S 1, E 2 I.1••r NalwdmdmduulNRIHIJHnhN�Imlw�lnlMRIaKM�durIN11LDIuulnld1a111adaNNalMn�InAuululdnRlunll�nnlnu6ulhmlunluululilunlludwdunlwllwllBlJuuhnduuhulluldm�(IWuullm�u)Iuulnuhu�IWIHN FEBRUARY 28 19 92 24X -- a _ --- ------- - __ ___--------- -- --------- -—-VARIES E S I"2 --- - - —_--- -- ---— ---$-- -- -- -- __ --- - __— _---- — ------ --- - NOTES TO GENERAL CONTRACTOR '. - ITEM No 430 - 30 NEONIZED ITEM No 370 - 10.' DIE •CUT - CANOPY FASCIA - BLACK �• 1•-!r TEXACO LETTERS FURNISHED PRE-SPACED LETTERS, ITEM No 370 --1 ITEM No. 442 - 2'- 9DIA INTERNALLY - _ 1 - FOR ELECTRICAL AND INSTALLATION INFORMATION OF ITEM No 430 BY TEXACO FURNISHED BY TEXACO ILLUM CIRCLE STAR LOGO � SEE OWG No SUS - 1130 • S • FURNISHED BY TEXACO 2 - FOR ELECTRICAL AND INSTALLATION INFORMATION OF ITEM No 442 • — - 10 SEE DWG No SUS - 1135 -S EXA �oU�a E EQUAL FZ 3- NUT ALL CANOPY FASCIAS WILL HAVE ITEMS No 430 AhL 442 .. _ • €OVAL EyuA� _ - ,;, TO DETERMINE WHICH FASCIAS OF THE CANOPY FOR PLACEMENT OF Gsarltncs 1.3 -P- +Ilk Self Serv+el - 'T—'-- - ITEM No 430AN0 442 WE THE NERAL ARRANGEMENT PLM 1 PR R 1 .I Y 1/2 . iti ��rve Cimanc*11 • — 4 - FLAG SIGNS AND BRACKETS L f.ADE BAR . Y I > > � ! 1/2 �� SINCE EACH FACILITY IS DIFFERENT .THE FIELD ENGINEER WILL o I l L- ITEM No. 373 - 4 •n 1 -APRON I I APRON -- I l APRON ITEM No 37S I SPREADER SIW ADVISE ON WHICH COLUMNS AND THE NUMBER OF FLAG SIGNS TO ITEM No S 1 cf - 11 DIE-CUT PRE-SPACED I I I 1 0 ' I LETTERS FURNISHED ( ; SPREADER GAR SPREADER OAR 1 _ , BE INSTALLED ON IS ND. THE FLAG SIGN BRACKET IS MADE -- LJ BY TEXACO �---- WH17E GRAPHICS Qj I�J WHITE GRAPHICS ITEM No S13 - I - �_ Far" ON REO APROr ON RED APRON "` — — — — LN - - - -- - TO "OLD TWO FLAG SIGNS BUT COULD BE USED FOR ONLY ONE. o SAG _ - ITEM No 313 i FLAG SIGNS sow- ITEMSIq BY TEXACO � EACH ISLAND WIL L HAVE OPE rTEM 1116o.613 AND OTHER AS NEEDED, a FURNISHED � Q Sf - CANOPY SPREADER BARS AND APRONS ARE FURNISHED AND INSTALLED BY CANOPY SUPPLIER �! -ITEM No SII WNOTE ITEM NO Sol t or BLDG TYPE v► I MAY VARY I �� t e � 06L V, COLUM KS - DARK GRAY ool VE WAY -�1 0 t C, I ( I F o O A+VE MYl Y -- VAR I E S _ - —� _ V A R I E S -- - - - -- ---- -- Pf VA R I E S V A R I E S --- ---— -- V A R I E S- --- - --- TYPICAL CANOPY SIDE VIEW SCALE 1/4 = 1'- 0" _ V A R I E S ITEM No 430-30 NEON IZED - ITEM No 442 -t •B•'DIA INT TEXACO LETTERS FURNISHED ILLUIM CIRCLE STAR LOGO BY TEXACO FURNISHED BY TEXACO lfEXACO « ITEM No 375 FURNISHED A Pk-,)Ni 1 -APRON a1 BY TE XA00- "A' L �J —� o World Clue MW Of Thio kmarl e'. F.02 SLA(, I =- SPREADER BAR __ FLAG Eq IT Mp,. FURN!SHED E SIGNS ITEM No.369 WHITE GRAPHICS BY TEXACO FURNISHED BY TEXACO ON RED PANEL NOTE OPPOSITE SIDE , TYPICAL AT ALL SPREADER BARS DIE -CUT PRE-SPACED LETTERS FURNISHED BY TEXACO o I ITEM No 30 STAR.OF Tr+E /►M6R1C.., NT CAPITAL LETTER Ip" ITEM No.3165 HAL.V001� -J < SOP.-, HT CAPITAL LETTER 101/211 - ; ITEM No. 375 W02LD C.L A S6 . HT CAPITAL LETTER 6 DRIVEWAY i 4— VARIES TYPICAL CANOPY END VIEW! Rome SCA L.E 1/4 6` = I•-0" 1 - 7 1/4" IT NOTE! ` ` c. . CANOPY -- ---- REFER TO DWG No SUS- 1201 - S COLUMN - I � . TYP FOR GRAPHICS DETAILS ' • ITEM No 510 --� r--- ITEM No 510 , • ENING - It Is y Cashier MAisnrfvl a des to If o Q eispa be*pasolins Ito ° u m� • wIAItNINO It w ini 1`.. � Di s sing F*C$*rW X11► p�;ts � crsntaNl»r. 11 • ` '�,. a" of arty Ve • � �W �,„ pr,�.v CANOPY W Duel 9..aiim the inlrcd bct of arty - COLUMN e - o Wad or #0 Kaphorus into rve -F I RA ` mV ° 'mow contakskv LA G SIGN BRACKET E T \ _ Mad or phosphorus into ITEM No 510 d"fid g&AL, o ( A mw+dobor vmid a FURNISHED BY TEXACO - - Olins orw _ OWN FLAG ITEM No 511 ITEM No 512 ITEM No 513 ITEM No 514 REVISION RECORD o SIGN � 1 1 OAT[ eY ocec•IP�Oti ° I —�C0� --T� 5-8-85 Nieto ELIM. ITEM 513-A CHANGED REM 513 3-31-00 a►T A C►If►.M4FD :�wwJ wnevr.i4 1"'*\1 SCREWS CAPTURE SIGN • o o Bills 'No Checks Ito • r . � \\ O �� . ° in ' �Iw.. •11.x...•.1 ra1,�• .nl•..�M..w M•M .Nohw4 N 1•.•t• 6.c q M• r•o�••1� of 1•ut• .o. N 1 COL TO BE AND 1-3/4"s i I/4•c 3 LG e r AC'Ce f N i n g «►� .« 11....w•• . c1.l4•...• ». elo 1w 1•.«. ,•r ... „ •r»•Myr. «I• I TAPPED TO ALUM BAR,WHICH ed o�•.o�M ..P«l w«1•1 ...«� M c•.••• M+KNN ��ei,.w�N «K�+•r « -.« ►.r�•w Is 1 PROVIDES ADDITIONAL IR SUPPORT TO SIGN \1 �••. « ..« c. «,•.,•.1 •wNe«.«•«•N «•y..., wn�«,.••....�.o� t•.«. Iwo Th 2 `. •. «.moi .: w»' �i�., �,"y'�'�y"''.w K w:«�n.;� �. ~: f.�w '` 1•.N w s1/M•.ce •,A••cl rH fr /lr h•.M. .w •+ro+.b •.M«wr aw %a«• mc 1 BRACKET MOUNTING SCREWS an �. Cash erve - --_ - - - -- -_J (4 - REO'D ) ALL SCREWS Turn TFx�oo VILA FURNISHED WITH EACH BRACKET o Credit \ MARI(FTING •EIIVICE• • Accepte e ~`\ o Engine ENOIM[E111«O - U ---- • Cards only NOTEFLAG SIGN REQUIRED - ONE ITEM No. 513 PER ISLAND ` SYSTEM 2000 , `,, FLAG SIGNS SUGGESTED- ONE ITEM No 511 PER ISLAND SECTION " A ITEM No 515 ITEM No 516 ITEM No 517 ITEM No SI® ITEM No 513 CANOPY GRAPHICS - ONE ITEM No, 514 OR SIS PER ISLAND -- • OTHERS AS NEEDED. AND FLAG SIGNS POLE MOUNTEDf~LAG SIGNSF' LAG SIGNS DRAWN RY' tDS. iCG SCALE. AS NOTED SCALE 1.1/2" = I'- O ' SCALE 1-I/2��= f,-•O�� CHECKED eY DATE 4 - 3 - 84 APPROVED �' NQ SUS-a 1 T• 1 T. ,7 III 11� 1 _ . . , , ,:.• 111 til 111 111 111 'FI 1, III III III 11( 111 1Ir ' - 111 r>)1 1 I 1 I I 1 1 I I 1 I I I I I ( I I 111 1 I 1 I t 1 I I I I 1 I I I I I III ' _ _ _ ___.:.� + � � • � � � � � � • � I '� . � � � 1 � 1S111 � 111 � 11ilII ( 111 .1l111 � 111lilt � Sl � � _ I 2 3 4 5 6 7 8 9 10 I I I$ NOTE: IF THIS MICROFILMED --- — "" DRAWING IS LESS CLEAR THAN ' THIS NOT I CF-,- IT IS DUE TO f THE QUALITY OF THE ORIGINP_ I .•�_ DRAWING. _ -- -- - -- -- - —�-- OE bt 9z Lz Oz SZ 1rz Ez zZ la • of 61 Gl LI 91 51 IrI EI 21 11 01 =6 - P L 9 It _ - .��• daluullulllllllllllLI1111IlIiIIIIIIIIll,1111�1111�n1�lI� IIItH1�lIlIIIIIlul�ll!!NI(1�rn11Hlf�t1i11lulnnitlulllulmlll�nnlnr111uti1Nl�lullnulln�nnllluhulluulwtl�!llllI111II111lIlllluluuluul�uWiWllul1�11t11�.u..�llu�Ilnulllll1l — - FEBRUARY 28 1992 PIP- ce.11t1�1►�, �ro�e'Es V-FA #rem na 4w 1 . Colors indicated on drawing shall match ar>KL Lr aw Texaco 1 L White WaWOff ALAN Texaco 431 Vermilion Red sit4R AT iNa�M»� 0 TwxacQ 432 Dock Dove Cray + Texaco 114 iron Kettle Black SLAW ANWIMeAUANWIMMM fi x. 2 . All signs are to meet requiresments of the National Electric Code and have UI. label . 3 . Two 120v . /60 HL/ 15 AMP circuits will be needed. One dedicated 3ust for the 8 x 10 primary sign and ont- for all other signs installed. 4 . Manufacturer to submit shop drawings of all signs and feces for Of A M& IdUF2 'f approval before going into production. l ..Lm in Tt 1/><•NAR r`wL1►TU W<•I�M�.!'1M 11t NMI aamrktLm I ��.si�TWOL 5. Each sign shall be mad- an a first class workrA&nl rkc manner , 4 • 11rl0srsrya101 s/I) AI�QMA/r1rr and all cowponeres to be guaranteed against any defects for OM EACM a![ PLATE D/WWJNCVM j,/�a-I�AT .M s'rs,IBMe1HArISINs 7111111V TIM. a period of one year after erection , including ballasts Ino yr•l�X � � 1 abor charge for replacement 1 . Lamps are not. covered by 111�sAslrl @,a r a#Vr wAE Mar.[ ay*HEqua rant eE . s TL. Spew 1111r1HI11111F(0 1111111 4Mr AA ACCP /wIRM (�N��NY� � ) [ JIM ALu ��' 6 . Siqr. Frilers and Sian Retainers of tht. 6 x 10 primary sign are to bt prrmt•d and painted (scar-g1c,ss1 black . Other sixc �r signs art indicatt•d or other d►cawings . Nd1y 1004k4oxp"X 000a noin 7 . Dt-tails of shit-Fina crates to be submitted for approval bt fora STEEL TW. swcr f 7 t RMENEW - 0 TO go.1"s a SPECIFICATIONS PAWED IJ'E1�CT+OA. o IIIOTE: (J) :aO�rMMN10N 3104MNXMNMf _ , TEXACO ca ILI M INE wvx uw #4 WIC0 aNM•M": T1rma xiCnm TSI w sm Fu" OF sol - 400-SC SMVW OWFER SHO~AOOLWT/MR 0 EL99C7 R CAL OUTLET TO COLA M. I t ew, 0406 8 x_ 10 D/F Primary T.M. 6 inn ACM: NIRS T11Ll.ATM Of ALL. T 1f-CW CAR MW 400- F / MWAMT I . Total can size 8 ' 2- 1 /4" x 9 ' 11- 1/8" 4(*-AD AM DML 2 . Polycarbonate ( . 150) sign face tris+ size 96" x 117" � T'FASTE?AML TO � . Lamps : read - E'96T12 /MOtCri (2 mounted horizontally across ' bottow and i mounted vertically from top) =110 TO ft"o WU K#11TrAUXIDW M SPECIFICATION, 4 . Ballasts : 2 re•a 'd - Uni . 171 -7414 TLM FM &V- S . Load : 19 . 0 AxP S l�s� DONP101C�1AKOWN I,EA� - - - 6 . Sign to have Hinqed Face Access for Servicing 13 12" hinges • req 'dl 0 Item 44001_SC i x 3 D/F C anior, Sign 7 . Design Mind Load : 40 PSF it I . Total can size e ' 2- 1 !4" x 3 ' 2" ! . Apl.,rox . Weight : 600 lbs 9. Sign Area : 81 . 5 sq . ft . 2 . Polycarbonate 1 . 1251 sign face trig sire 96" x 35-7 , 8" --- 3 . Lamps : 2 req'd - F96T12 /N0, rk' NR. sECM"y8rOMman (I1now 4 . ballasts : 1 req'd - Uni . 171-591 -X-LH 5. Load: 2. 1 AMPS Item _1_400-AN 4 ala, 1 x 6 D/r Price /Message Sign •MLI L0CA/1'1ATt OF1voFKL[A.ifl 6 . Sign to have Hinged Face Access for Servicing 12 6" hinges reo 'dl 81�aE�oMAPOW iibalso IM'1'a"T1M 7 . Design kind Load : 40 PSF I . Total can size t ' 2-1 /4" x 6 ' 2-1/8" +- si rOVENcou~ AE'Arfrau Nort►AAMt, 4 b 1 . Approx . Weight : 190 lbs 2 . Polycarbonate I . 1501 sign face trisa site 96' R 72" IOLt a lA811[M l IIls►st s I iN,ro ALNs AMCNiN MRNOL IW ro►POLL". 9 . Sign Area : 29 . 5 so . f t . 3 . t,a,.ps . E r ea d - E'9 6 T 12/t4o/CI+ 4 • Ballasts : 2 read-Uni . 171-861 • 5 . Load : 6. 0 AII�PS MOTE: Oi0�1��!•r ~ 4M 6 . Sign to have Hanged race Access for Servicing 13 6" hinges rea•d1 x ' Item 4401 - AD, CW 4 FM t x ? L _ � c� : ar .o• Sian 7 . Design Wind Load : 30 PSF , 8 . Approx . Weight : 500 The 1 . Total can size 8 ' 2-114' x 2 ' 0" 9. Sign Area : 50 .6 sq. ft ....000ti ' 2 . Polycarbonate 1 . 1251 sign face trim size 96" x 21 -7y8' at MOvE #*"r ANrIf.As AFTEREaECt1AM 3 . Lamps : 1 req 'd - E'96Tl2 'HO/Cir ERECTIOW INSTRUCTIONS a�ACES tM 4 . Ballasts : 1 reo 'd - Uni . 471-644-X-LH -- - Food 5. Load : 1 . 7 AMPS 1 . DRi I I FOUNDATIONS HOLES -ADJUSTIMC SIZE, 2 F N CESS:PY TO COrPENSATE '- 6 . Sian to have Htngcd Face Access for Servicing 12 6" htnaes reo 'dl rOR LOWER STRENGTH 9011 . OL ACK 7 . Design Kind Load : 4C) P S F 2 . LOCATE R ERA P CAGES, AIKV" BOLTS AND E 1 d:CTR I CAU CO11 r►v I T. ANCHOR sco irs I . ApFrox . Weight: 125 lbs MUST HE. ACCURATELY LOCATM TD MAINTAIN' SPACING BEIVEEN COLUMMS. USE 9 . Sigr. Area : 16 . 4 so . ft . ANCHOP BOLT I.XOCATINC TLP-PI.ATE, IF FURNISHED KITH ANCHOR BOLTS. POUR CONCRETE AND ALLAH TO SET AT LEAST 24 Rt14JR6 . " ITEM NO. 456 - SIGN SUPPORT COLUMNS 3 . SET COLUMNS , MAINTAIN DISTAFrE BETWEEN COIU1-vN5 AS a ' 2- 3/8" - TO-1 16 ' . - NOTE THAT ONLY ONE COLUMN NAS PROV I S I ONS POP ELECTR I CAI WIPING. OLAM TAPPED HOIES Its 011E WALL OLP' EACH COLUMN MUST TACE FACH OTPER . "Ilan* REMOVE t`CLUrN TOP PLATE rOR ACCESS To MOIST AFCL E . REPLACE 1 . 3 /03" x 10" x 10" square steel tube x 20 ' 0" welded to a 3; 16" TOP PLATE AFTER ERECTION . N ATE x 10" x 10" square steel tube x 19 ' 3-1 /2" . Two required . 4 . LOCATE 4"Ic100s8 ' 2- 3/8" CRUSE: TUBE 9' 11-1 /2" BELOW TOP Of COLUMNS A 1-1 /2" x 20" K 24" steel base Folate is welded to 3111' x 10" AND MELD TO COLUMNS . CHIP MELDS AND PRIME AND PAINT BIACK . CLACK x 10" square tube listed above . 5 . HOIST TEXACO SIGN INTO rL.ACE, BETWEEN COLUMNS AND RESTING ON CROSS TUBE . OPEN H I P'C:ED FACE AND BOLT THRU SIDE F I I I ERS INTO TAPPED IIOL•ES A 3 / It" x 4" x 10" square steel tube x 0 ' 2- 3 ,11" is to be IN COLUMNS , SEE TYPICAL SECTION . MAKE UP PRIMARY WIRES AND CLOSE I field welded to 3 / 16" x 10" x 10" square steel tubes as per AKC FASTEN FACE . REMOVE MOIST ANGLES AND REPLACE THEIR ATTACHIN'C DING . Approximate weight of complete assembly is 3 , 4004 . BOLTS . --- C . HOIST AUXIL'I IAPY SIGNS SPECIFIED F'OP THL STATIOP INTO POSITION , rASTEN Assembly is primed and painted black by MFG. , except as noted TO COIUMNS AND WIRE THE SAE'E AS THE TEXACO SIGN . ti /TEA/ 1M00S• 409-4'-*3 S rSJ in DING . TO FACILITATE INSTALLING T11E 2 ' X 8 ' AUX I LLIARY SIGNS , CtAMP A 2'' X 4' WOOD TRACK, ABOUT 2 ' LONG, TO THL INSIDE SURFACE OF EACH COLIIMhN AND HOIST THESE SIGNS IONS AT A TIMET ON TO THESE TRACKS . REMOVE THE HOIST ANGLES ISEE NOTE UNDER 2 ' X • ' SIGN GT DRAKING ELEVATIONI AND SLIDE SIGN ELEvArim SIGN INTO PLACE . 1 srxt ✓t"•I'-O" SNWr AS RMI! 0111111170f e f`IMLE•rVow MOs[.MrooMCAlrnr -' SASE RATE ISSVAW xs•RsosR t-1/f" ►-1/r A P P N O V A L N E C O N A oR ASINU T044 AODM DOWN PLATE. 410 srru�t oY►Mt qa[ �� 4As� s.n •• r1L11RN WerN MO 81 l•ate. ANONM aft"s" 1' p 1 WA■F=s'`MOM fta1! s! / _ AslK TOP or OI>MON yr. w � a/Rsl Ar/s,M M 1 1 i1 1� 1� -i-�GRADf �--- R E v 1 S 1 O M N E G O R � i_ ..a. N Save N ♦ • i / r , CONOMITEFaun" 1 '1 / 1 M I- FII AOOO1RL6r Ir 1 t M 80FA 1 �S=ss • i ;; t M ; • • 1 1 sas�r:sr 1 of 1 1 1 / 1 r r It r • h NIM R ; 1 W a111 91111 aanomoR(t Alt>.ti.l 1 1 1 1, )*46. 1 1 � 1 N q , 1 Mme►/ �w 1 1 1 - AM41aLL M I+�a 1 ! 1 p �I �� osrslrrt �Mu1111 1 MW MSE M GffN l7 1� 11 « 1141 1 �_ - ��1A r► -• al�� . 1 '1 ,I 1 lBM1R atrlMN11 1 1 M rt PL9R. 1� 1 h 1 SM4W A-ss 8WSL � �. ar ss 'ago • � r st» ! t! 1 t 1 1 1 rl 1� Ir dr""Per was ft". t 1 1 11 11 N � Mrl'stili[4'1!R) •. I�r■ew. ss es w srrsr « 1 1 1 1 1 1, 1 1A{.Ls4t asst 1 1 1 4_44 an loop1 MTw N 1 1 ' 10 y 1 . m t sr�1■A 41r M� �1� 1 1 � Ir b 1 1 0 ♦ � •5 I P9/or E s1N SAW 1 1 rN 1 , 1 Rs� �R 1 IM/ ► ; ; 1 M 1� 4 1 t11M1.. M '�' 1 1 1 1 1 . 1 1 1 1 � 11 1 i 1 1 - - _ + larrlulrtl►�111rcrMJ i 1w xAMrM9t1 Mash . r • s 10 DIF OUT. III�.VII� PRIMARY TRADEMARK SIGN AND COMPANION 1 i = i 11 • ; IIAKOR I�L7 AITTE11rV MEEsAGE •IAN• _'.UPn00167 � 1 1 f 1 1 1 Sam& r e-I �F 37 1 1 0 1 1 1 1 4- - ' eference Drawings a_-•--a- -- - -w- - ----� -�-- - -�-- ----i- 4---®------J - - OAArM/i tw •• _ •CAti ar US-1115-5, SUS-1121 -Se sus-1122-5, SUS-1800-5, Q/ECT rIURMI. /IRSTjIL1.AT� •-O�Ns E� �O gal sus aero-s slrr. 4011r4. Ar�IwavE� MINN MM � • ; -.i.y. �f_ ',. ,�. _ �.-. ... rM �.. .# n 3..�..rMyH.•v5P°�d�..'�y: ,. a.;,r'Y•.A f.:...:.s 'Pr„ .- . _.. •� �11t 1 I I ( I »I + 1 ( ( I I r1.. pi III[1�) ) 111 1�1 I) I(I III it II 1�1 III lis 11 _ �II I�I rli I�1 r�r r(� I, r I(1 I I 0111 I ISI 1 I l� ( �. � ,l I I , I I I .1 I I I I IIII(Ilrirlr�ilrlilr�rlrlrir�rlrlill(IIrIrIl�rlilrli�rlr�rtr�rri J - �, � - - - NOTE: IF THIS MICROFILMED 2 3 4 5 6 7`"-""`"- - ' - DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THEQUALITYOF THE ORIGINAL ..r DRAWING. OE 6? 9? LZ 9? 12 tit E2 t2 IZ 02 61 RI LI 81 Al 01 EI ZI 11 01 6 9 L 9 S M E „�-� SIN'1111�1lII�IIIIIuu�unllHl�Irr1�U11�IJI1�1IItI1iNIf1�Ns1�MNrhrNIrI11111�IlYltl'tlx:�lnrtlui�1111u1�in1(I�u111niI1MtlhNtln►I,Ilu�tu!]tntltuflntrltnd1111�IW�UtrIIInIIIIllrnl�ll!IIIIub �11�11u111l1�1I11I11uIluJllllf111N „. FEBRUARY28 1992 CB \ LANDSCAPING \ LANDSCAPING AND IRRIGATION SHALL BE FURNISHED AND PLACED BY GENERAL CONTRACTOR. PAINTING \ PAINTING SND INSTALLATION OF NON-ILLUMINATED SIGNS AND DECALS WILL BE DONE BY TEXACO \ \ FILL \ Pj3,QIJ�j INFORMATION NEW FILL MATERIAL TO BE PIT RUN SAND AND GRAVEL. 0. CLEAN SAND TO BE USED AROUND WATER PIPING, AIR O0 \ I. TEXACO SYSTEM 2000 PIPING, SEWER PIPING AND ELECTRICAL CONDUCTS. SEE y C \ \ SUS-121 FOR PRODUCT AND VENT PIPING. �O Oy \ 2. OWNER: 0604 NRE.FININh PLD MA,4KETING FOOTINGO 1 P� \ KIRKLAND, WA 98083 ALL (208)827-0761 NATURAL BUILDING OR ONFILLCOMPIACrEL) TO 95%. INTO Q AGENT: CHARLFS A. GOVE At ASSOC., INC. 0\ \ 10335 BELLEVUE I WA'9e004E 5 CQ CN RETE REINFQRQING \ \ 3. SITE ZONING: GC USE INCLUDING NG�TRANKIt SLAB. BOTH WAYS FOR ALL YARD SLABS �\ \ 4. DESIGN LLOOS: SLAB ON GRADE DEMOLITION ROOF: 25 LBS./FT. CURBS, OF EYIBE D SITE, INCLUDING ASPHALT, LIGHTING, WINO: 80 MPH EXPOSURE C CURBS, ETC, WILL BE DONE BY CONTRACTOR. / 5. PROPOSED USE: MINIMART, GASOLINE SALES PIUCT+/yENI P��+ ALL PRODUCT AND VENT PIPING SHALL BE PLACED IN THFIR ABANDO EXISTING 8. 1985 UBC OCCUPANCY GROUP: 81,82 RESPECTIVE TRENCHES WITH THE CONCRETE PAVEMENT SCORED 1�\ / STORM D(NN 1985 J92 CONSTRUCTION TYPE: V-N TO INDICATE THE BOUNDARIES AND DIRECTION OF PIPING TRENCH. INSTALL NEW 12" ILLUMINATED SIGNS STORM ORAIN1• GENERAL CONTRACTOR TO INSTALL ALL ILLUMINATED SIGNS. NET ILDING RT: GROSS BLDG. AREA 1080 S0. FT. SEE SHEET 870 S1 S. BUILDING AREAS: CAR FLOOR 3e SO LFT° FT. �yATER a 9. OCCUPANCY LOAD: 33 NEW t GENERAL CONTRACTOR,E INCLUDING 2' METER AND FEES BY \\. L EDGE OF - \\ \ CONTRAC'OR TO MAKE STREET IMPROVEMENTS AS tO.EXCLUDING I N OF PROJECT: =J50,000 STFFI \ S. EXCLUDING LAND � � SHOWN ON SHEETS 87092-C1 Ec 87092-C2. \ EXISTING \ / \. S/ GENERAL CONTRACTOR TO FURNISH ALL STEEL INCLUDING ASPHALT ASPHALTIC CONCRETE ♦ OF COORD t,IATE ALL IMPROVEMENTS WITH THE OREGON 11•PARKING: 9 CANOPY AND METAL FASCIA. DRIVE ARFA \/ \♦/q S \ DEPAR'MENT OF TRANSPORTATION, WASHINGTON !•f O \ COUNTY AND THE CITY OF TIGARD. SPECIAL CARE E, TRICAL ANQ TELEPHONE SERVICE MUST BE TAKEN TO COORDINATE THE STREET THE INCOMING ELECTRICAL AND TELEPHONE SERVICE SHALL BE IMPROVEMENTS WITH ODOTS CANTEBURY SQUARE UNDERGROUND. !nO AMP MAIN DISCONNECT TO BE LOCATED IN �'\ \ PROJECT. CONTACT DICK FLEMMING (503)238-8245. FOOD RUNNING SERVICEE. CONTTRACTORSTORAGE ROOM. ECK MUSTIDi LOCAL COORDINAATETALL UTILITIES WITH THE POWER COMPANY AND THE TELEPHONE COMPANY. (9 \ \ CONTRACTOR TO VERIFY LOCATION OF POWER AND TEL. SOURCE. GENERAL CONTRACTOR TO PROVIDE ELECTPIC,AL CONDUITS TO 2O1p ` \ ALL ILLUMINATED SIGNS. \ � c \� ASPHALT PAVE ---- NI" N "C"amu \ 9 ACCESS AS SHOWN ' R cont. cuNe � \ \ RIGID NON-METALLIC SCHEDULE E CONDUIT MAY BE USED \ IF ONPSHEET E-2. Y ALL CODES. SEE EXHIBIT '.I, Iv, V 8 VII / \ \ COMMON ACCESS \�� CB \♦ \ � \ PIPING , \ \ \ C9 PHASE 11 VAPOR RECOVERY PIPING WILL NOT BE INSTALLED. -ONE F00T\,kES RVE STRIP CASH WAS EXISTING / / � ./ BUILDING /� \\ / \ �'/ \ \`\ PROVIDE 1' WATER FROM NSUPPLY RMAMFOLO AND 1' AND .6 ` 3/4 CONDUCT FROM CASHIERS AREA. J O/ \ \ \ ( rMIRACTOR NOTES ALL STREET IMPROVEMENTS 'I BE CONSTRUCTED TO CITY OF TIGARD, STATE OF OREGON, OR WASHINGTON COUNTY STANDARDS. ALL DAMAGED ROAD SURFACES TO BE 4 \ \` AA \ �� REPAIRED BY CONTRACTOR TO ORIGINAL CONDITION. \ \ NE \ \\ C/ CONTRACTOR TO VERIFY ALL GRADES BEFORE CONSTRUCTION. NEIN TELEPHONE �♦ \\ \ S5 / CONTRACTOR TO OBTAIN APPROACH AND STREET IMPROVEMENT \POLE LOCATION \ rQ O RELOCATE EMISTING\. v PERMITS FROM CITY OF OLYMPIA BEFORE BEGINNING CONSTRUCTION. \ TELEPHONE POLE FACILITIES DRIVES,AEFER TO THE ETC. TO TOPOGRAPHIC BE SURVEY FOR I CONTRACTOR. \ /6/ C AREA ♦ \ / \`�----SANITARY SEWER MANHOLE 1 / v LXRR ♦ / EXISTING DEBRIS W/ 8 STUB ALL INCLUDING THAT IN PILES WOE REMOVED FROM SITE.D VEGETATION AND LT, \ / •`�. / \\ \ / / a\\\ a \,\ t,•9 A G,, O arra cJ' O SYMBOL DESCRIPTION N0. REQUIRE. T.M. SIGN , / Q HT _ d�''` / / � /-p� \\ ♦ [� AREA Uc 2 ASPHALTIC CONCRETE \ OD AREA LIGHT POLE \ /// ♦ }f� % Off, h \ /�. DRIVE AREA LOW LEVEL AREA LIGHT -- 1�0 ANA \ ��/ \ ® VACUUM CLEANER 1 / Off\ \ \ ♦ \ \ --- ®_ AIR r WATER UNI 1 - / ASPHALTIC CONCRETE G' / \ A AIR COMPRESSOR / DRIVE AREA Oa \ R/ Tv► \♦ \ \ `9 M.P. 1 1- T \ NOWlEITAO AUTO FT YRAME Cn ACT TYP WATER HOSE BIBS ' \\ \ �� \ �• \ FIRE EXTNOUISMERS ARE Lx1Hr ., `�o \ \\ \♦ ,- OA SIZE* 10 LB. DRY CHEMICAL 5 \ �G / \ 9 \ \ • GAUGE ! FILL BOX 16 NONE IMPACT CHECK VALVE 14 OSINGLE PRODUCT DISPENSER NEW R POURED- / CB / \ / O��p5.00 / \ t \ ♦ — - SINGLE PRODUCT DISPENSER --- ----- © 2 HOSE \ t+1 pa \ V \ \ ♦ D D c7� q, �/ \ !_ \ U 5 R M.M.3 OSE SER �GP�� \� //r\\\�U O �iF \\\\\ !� y 'PL, CB J/ lYl�a -- -- M.M. DISPENSER ? I \ \00 3� \\ PG ti\�� / \ 9A� �. 8 HOSE !! CO M.0. DIS INSECT O SG\\\\ O` \\\ � ��OOJ / \\ %:v \ \ SQ co 3/4 MP-�-H SUBMERSIBLE 2 / \\\ DOO \ �O,y� \\\\ LEC. ILnER QLD / / / , \ tA/ ♦ TOP 302CATCH 2..61N \ UNDERGROUND TA.KS \ UMP \ 00^�t ti��n \\ S o, \ �9�R ,� INV 299.91 \ 8M GAL GASOLINE / \ \ O \ sp,O `7 \ q \\ S ' / \ IOM GAL GASOLINE - OLINE O \\ 10�" P�G 2M GAL \\\CC(�'1'O oP\ \\ \ I\ / \cj \ /� .6 \ C�'Q� \\ \ C B `r0\ flBERGLA55 1 TOM GAL DIESEL ESEL / \ E7 \ \, S o \ /\ J0 / a ♦ 0AL FUEL OIL , \ O \�\ (C)'P \\\ \moi' G / ,��L ♦ \ 850 GAL. USED OIL ---- tr \ G2l \\ <<Ov \ \ , . \ QPM / �t S. \,.o �\\\ 'L \\ \ / t ` 5 SUPER UNLEADED +Tr \00 OFA\\ \ ��\`/\ / \\ • / \ /a CB \ U UNLEADED — S• \ R REGULAR O \\ I \ \ _ �\ bs OD \♦ 2Fq• D - DIESEL — 64 \ s \ TEXACO S. —-— -— PRODUCT ONES FROM TANK TO DISPENSERS ti \ / I • \\ o tLxw'0 WILL FURNISH \ SIGN \♦ S,O ---.-—--— VENT LINES FROM TANKS _- YL. \ \\ I \\ \ AND GENERAL(C)O)NTK400R \ tC \ 9 A COMPRESSED AIR LINES / (1O \ a`\\\ I TFXACO LE�hEA4 ON `10. /� �,f.• 'I \\ // CANOPY ns w3)EACH STAR LOGB E ELECTRICAL LIGHT AND POWER AIVA C \ A5 SHOWN. \L/� ri FENCE OR GUARD RAIL DONT l CB \e /\ \ ` / \yCs / ---S5 SANITARYLGAS LINES SEWER LINES '---- ASPHALTIC CONCRETE L MONITOR wau- I \\\� i \69C �4 / _�T TELEPHONE ONES 2._r RAD DRIVE AREA \ I \t y+ti`�� ----W WATER UNE I \ I \\ \ tp� EXISTING GRADE PROVIDE TEMPORARY - \ ONO TO DISPi srRs EXTRUDED ASPHALT PARKING PaoDNG \/ 2. FINISHED GRADE PARKING ?� � —$D STORM DR/UN LINES NAGE & CURB TRAFFIC CONI ROL. I CB / / - - REFERENCE DRAWINGS dE SPECIFICATIONS COMMON ACCESS r RAD. I (II�uNEs '0 ASPHALTIC CONCRETE \ DWG. NO. DATE LAST RE V. TITLE - LANDSCAPE I I DRIVE AREA - / wa-•o-t 4-hu aENow steRlunoNe 7' X 14' AREA / VDD I ILL r.CURB sue-ec-a 4-e-N GENERAL SPEOIncAr Ns R.CONE.CURS / I LANDSCAPE FLUTED BLOCK - -_- - --- -_AREA fr ;TOCK ROOM Conl..SIOEWAIx �'TT M,40INTS /� SUs-e0-7 4-e-N oENERAL snEc's!ASONALT seEC3 VISUAL CLEARANCE AREA -- --_ - -_-•- _ -- j / / 2000 4-e-N oENCRAi caiomow / / / root 4-30-N GEN.ARRANGEMENT-TIGARD. OREGON ��-c>,�-=------"-------_'�'-_� won-et e-,o-N !TORY AINME PLAN • CB - CB N'MO' non-Ct C!6-Io-se sroRM DRNNM[/mREfT 14PROVEMENTI iIIEETe GI ac7 d FLUTED bLUCK - i d I I PIPE BUMPEN i CAR WASH % 5110P OIWN �` i 671M.01 a-,)-N SITE suRVEY(7 SHEETS) - __ --- III T WATER METER s RAD. 0 / \\ TYPICAL _l+--J- %"'-' 'y R-106.4J14'air 18' X 41' _ b ,`�- E ?R� R•7s a4M / e7Nr-L 4-25-N IANOSGAPE PLAN _- ' III /" di COIN NNlo no4T - - SCPP ,TNe-RN 4-26-0 IRRIGATION PLAN CB y _ =-_ =--�, vLiGHT 10' x 12' \ANO �� 15-679 5-4-06 srsTELI 2000 FLJOR PLAN -- -- TWANG. -- _,��--��-��- -tea - --�._ _- -- _ CONC. - - -- - TYPMN. � �•.. / - 9w-en.t-! •-e-N sw•ewi FVN. Pu,+ •secrloNs c•o �- —L --- I CB b o TRASH � NPL / - . 4-e tt68rI PANTING PLA ANOSCAPE AREA LANDSCAPE ARETIOA ENCLOSURE �� 5 SSO� i ' 9ut-179.4-S 4-e-N AR�• •RU=TFD CL.O. PLAN AREA ' LANDSCAPE AREA TANK VENTS 1t1 - _ _ -- o o N6w / sue-e re.e-5 a-N-N DDG• DETAILS•DDDR SCHEDULE L - - - 215.00.531'12'ITw in -. _ _ _ _ " _.._.- _-- ----- --.-_._- --- - - - - P>• �� PPl PPA �� PPs �� PPl �� .� P>• P� P� su9 730.JX 8-26-M RUYM 0 PLAN RJeET�DWOMY � R>• PPA �� s � P!• � ---------- ----- �- P dN rat T-- n=ai+ 2-t-N sNOPco MENcwwDlziNo sysTiv-"--- NEW R. CONC. NEIN 5'SIDEWALK L�- 30' APPROACH �t �J / sw-,ae•1 3-31-N est"ETR+ • uERcrHNazmo EQUIPMENT sus-136.3 2-1-N / E-1 4-9-M EI1'OTRK`AL,PLAN -- E-! 3-111-M ELECTWAL.NCR!a DETAIL: 9U6-114 4-6-M 7' X 14'MOCK ROOM WILDING / -�ibirT v -UGN ---- t! a-e-N 40'- x-10�'-�-GxOr+'i-`_..__--- - 15'-0 50'-0 - 92' - -- -.- - -- - - - - --- - - -- -..._. -74J.iT 4-N-M CM wAeM: IDUNIDt4T1oN PLAN •ELEVA/GN9 -- --- - - - - -- - / file-74J$T 4-26-0 CM MYSM! WALL SEEP!•6UILDINO DETAILS elle-SN 2-19-67 A$r3LF.-�lRlb_ BLOCK OFF EXISTING ROAD, sat-7404 5 3-M au WASH! EucrRKxhuw 10 FRONTAGE R REMOVE PAVEMENT AND SEED L1&-150-;_2a-M INmALUT1oN scarLc�iwNi wmwrL•MUPA M PER OREGON STATE SPECS i WAITING 2-10-M •OVAU ,*-INSTALL GUARD RAIL / sue-121 10-10-0 RImALLATMN PLAN A DETAILS / SLO-290 3-16-6e TYPICK OETAK2 — i� ' No-NI 3-26-N YARD LpNRN0.TM/1 CUCLI;V • rw-sN 10-6-u WULn-PRDD. o�P.wKlgi dAtRw l - SMi-it7.1 3-31-N TWTM 26W_CA_N_V iQiiH S -- -- --"-_ .'-__ -•-- -- --- � �_ _... - _._ -- �-_ -- •--. —_ ---- �. -...._ .__ -- -- -'- -- 91I{-.1 7-t 4-67 QTlIROR rM1�--- --- tTn-e V 7-00`12 _TRAOFNMMt 919N •camp. MO9ML!A/ iIL w ISR.P�Ias Al wr r-now Ru■.r•rrI As wRAIA Y v a is .w r TEXACO USA A OR.teelw GENERAL ARRANGEMENT RFVISFD 6--30-e9 TIGARD, OREGON Charles A Gove !Aitociatet, -In-o. DRAWN BY MTM SCALE I'_10' CoIIalllf3IIt 1lntlneen_— CHECKED BY DATE 5-10-89 — 10335 MCI" St., Sults 5, Bellevue. 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