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15670 UPPER BOONES FERRY ROAD . i GEt+E RAL CONDITIONS C] PLACING: Sulk fon•►• well end retno;�e water debris, etc., before placing concrete. Obtain PLYWOOD: .. Qi,tariur N lications: Nadi um dentttyp overlay such as 9 terproof U.S. Plywood r {rezon overly or C.rou 1 A-C exterior rade, D.F.P.A,, r SANITARY PLUMBING, AIR, WATER, PRODUCT AND VENT PIPING l_ l! STEEL BUIIi)ING At10 STEEL CANOPIES 8-13 Coal nY Representative s approve. on any proposed breax 1n pour. Grout edges of P Y "- r or Representative authorized by him. set concrete that ere to be Joined with ,mew work. Place concrete immediately Prodr.tt Standard P; 1-66. -.a shown m plans. surfaces and edges of exterior ply- COMPANY Ri.PRESENTATIVE: Division Operations Manage P wood are to be stal,tid wit► Chevron ,'loor Hardener thinned to the ratio of 1 qt. GOVERNING CODES ANO ORDINANCES_ !lust De followed to this work. GENERAL CONDITIONS: General Conditions pe this specification app n to this work. This atter mixing; avoid segregation of ingredients and thoroughly tamlp concrttt ( g SOIL WSTf f) VENT_PiPIN6: litlow round i above .Mart not visibly 4" minimum bell L _ antractor to schedule and cooperate felly with other contractors ori job and STATUS OF COMPAt,Y'S REPRESENTATIVE: Company Representative has authority to make all During freezing weather, keep above 50' F for four days alter placing, of Chevron 350T or H) Thinner r. 1 allon en Chevron Floor Hardener. a brush with Compan Re resentative. n i• ar in work performed under this contract. Finish concrete work varying 1/4" or hart total froel elevations shown on plans is to be used in applying sealer, Medium Density Overlay is to be sailed on spigot cin w as w wa o s or ass ca.t iron with neoprene Y p ecsos eg g P w111 bt suDJoct to rejection Dy Company Representative when subs uncial water all edges and surfaces exposed to weather not having the overlay. A stainless flttimys, 5' beyond building and under concrete: slabs. Also in SCOPE OF WORK: Fabricate arid erect steel building complete, including items ,late WORK INCLUDED: All labor, material , utilities, and equipment required for full perform- ptycketlnq occurs. Butter all ,joints and edges of all A�-C Plywowa or Medium Density Overlay with yard area if fns u lied less than 18" belao� finish grade, otherwise vitrified --�e7ow, in accordance with plans and specifications. once and completion+ of work shown or required by these specifications, accom- FINISH: Finis�i exposed faces of foundations, and curbs to match slabs watsrbroot mastic. salt glaaed terra cot u with cemented oakum joints, or Orangeburg, or Transits. Furnish and Install : ponying drawings, Scope-of-Bork, and Bid Invitation. _ !_Lnterior SLislvinq ono Cabinets: See details on plans, Sash, sash hardware, glass. one-way window a doors, gates, and door Moo/ float building floors, then finish with steel troarel. ,-�_,___�•___�r_r__�___r.--._---__.r--_-.-__ hardware, including rocks as shown on plans and specified elsewhere Drawings and specifications are cooperative. Execute work indicated in ons (Above round where visible): Galvanized steel pipe, Schedule 40. with 15O 1D. Sidewalks: +i' thick with float finish. _GYPSUM BOARD: Thickness as shc,wn on plans. galvanized threaded fittings. in these :Decifirations. as if indicated in Doth. Contractor shall verify all dimension• and conditions on the site. Report at one• any discropancles found b•rtween drawings, MIN§: Key concrete work fret for proper curing and cover with building paper or sand -�rTlrcode requires 1 hour rated exterior surface ust S/8" "Firecodex" by J.S. •tea ts; install all stool and copper Kip• da+nspoets which aro not co��coalod Bolt setting plan and anchor bolts for installation by GeneralContractor. spsciiications and sit• conditions for adjustuont by Company Representative for protection throughout construction period. __-, Gypsum or code approved er;ual__r`--__-i_--w r-_r-r___--r.` n Me s or columns. r no circirm.tanc a h I work In T installation of concrete for Chevron Polyioom lawn- Roof drains, lesdsri Nher• downspouts era rsqu:r•d, and conc•al•d before bidding work in qu•ation. Und• • • ou d LAWNSC\PE SURFACE PR PARATION. he a: Dr For steel roofs, crake water-tight gutter connections A leader to downspouts.. Roof drain to ca chest metal ►cath flanged outlet securely question b• started if discrepancy di•covrsd after contract awarded. Te►ms of stype ur at nq s` ?•e responsibility of the Grnerel Contractor. LUMBER: To be kiln dried, and in accordance with species and grade specified below spill s (•by steel fabricator. For built-up rarspositlan roofs install either soldered and Joined mechanically (i.e., riveted, etc.) and water-tight, contract apply to this work. Any drawings and specifications furnished by lE Jaws 1/�BIOM sormes (oottam outl•t). INYOB► s•rloa (side Detest), or 11960 seri•• Clips for veneer support. Company are Company's property and must b• returned at oampletion of work. FLOOR LEVELING- See peons fa rogwrements. SURFACE (ecuppsr type) i ons irod. Contractor to keep a coyest• set of drawings •.nd specification• and any p•rtf- ' USE AGCEP'�ABLE SPECIES IN NO FINISH r GRADE hent tuppi•m•ntal dacur•nt• on the job at all times. t-+c-'TE� FnV_ NEW Cot�G. Fr✓:aR Sc.APys TOSZEF ��L' RFB5JL40 1T 'Cela= Fit-lt44, INsTnu_ Clearwuts: In 1►konspicuous but accessible locations, as necessary to provide Touch-up bels ng. 1700 S.4.S. Deme No ". .�(___�p.3e .��_.�..__ _��_„__•_r,_„_.,,.,_. PLANS AND DETAILS: Furnish structural framing design and details to meet requirements 4NW- F�Xr_T�H•teat4e. vApC4t tS�aU*L L-V-44�-R 1,_A_Av1- Structural light irominj acct_t to s run of 1 Brin cleanout• to rade in ar . AM I N Laws, Codas. Ordinances. R• ulations, end (2"to4"tkick, 2" to 4 wide) Dowlias Fir Coast _— AIR MA s � Copper (ASTM - 9 - N) to to be used for air and water o governing codes end ordinances and in accordance with good practice. NAMCES. A D L�1�S Ess t sprinkler l p , Determine that an �+ a • y ego r Ion• w Ich apply�to this work r�+•t be rigidly �ollowsd. Determine MASONRY WORK B-4 Structural joiels B plonks Reglan 1500 .,.4.S. Na. l p ng. ( evil pipe within planters which may be i?, y details shown on plans furnished Dy Company comply with handling of any variation• between plans ar specification• and governing (2"to 4" thick, r6" or4 eider) (Alternate species _ ,<Ye)• Copper and galvanized pipe must maintain a minimum 12 separation to such requlramments and good practice. if not, adjust watt+ Company R•presenta- ordinances. etc., with Company Representative oefor• starting work. GENERAL_: Freezin Weather: leo not work during freezing weather unless special arrange- of characteristics strength pa wit t corroa f pry galvanized pipe with if-width over taps rprev previous it five. men s art made o satistactton of C Li ht lrasria0 [, etude characteristics aKy 1050 S 4 S Cnn,tructa" Is within 12' of copper. Each wry to hors heli-width overlap of provlous Company Representative. Generally, such 11 E i0M;1• Protect ad'oinin ro eery, earthwork. tress, etc., from damage and give arrangamants to folio-r those specified for mixing and placinq concrete (2 to 4' thick, 2' to 4;Mide) be substituted if __. wry. Us• diolectrlc couplings when Joining with dissimilar cetyls. For Steel fabricator must submit complete structural , sash, and trim details to PR GAUT 1 g P proper written notice of proposed work to adjoining property oan+•Fs. Repair *by Authors Ties Etc. : Install as required. Install proper bolting for anchoring Apyeoronce 'r�.r,nj aDDroved Ay Company 1500 S.4. S. Appeoromce underground piping, use T{pe L annoy)N. Fo► all visors aM exposed piping, Chevrori,uSA,lnc for approval prior to comrnencertw±nt a any war Sub- daaag• to adjoining properties caused by this operation to satisfaction of o tonere • on or securing bucks. frames, etc., as shown on peens dr required (2 to 4"thfck, 2�cnd r+ger Represen'►tative.) _ _ use Typo l drawn. Wo Type R if respired by code. Use brelea nipples at fixtures. Sequent changes must be similarly approved. Company R•pr•e•ntativ•. protect completed cork free damage until accepted by (2) Poly vinyl chloride plastic pipe (PVC) is an approved alternate for Accurate) follow all dimensions shapes, details etc. shown on plans by code. Fence posts, planks, Redwood S.4.5. ,Construction Heart water piping. Material shall be installed only outside the 'foundation of urn s i y_1xe�any un ess o erw se au viae :fi cry ompan�r n wr�tTng. Company Rep nssntative. sills, rails, headers western Red Cedar S.4.S. Construction ReinforcingBars: furnish and install only when shown on plans or required by __ _._ any bulldtng or structure or parts thtttot. No las Ureal shall ed run sx- prepare bolt setting plan for fauridation aid any masonry walls and check MTERIAL: To bs new. purchased locally if passible, and of brand herein apecifi•d. c e. s• n�rmediste (AS714 Specification A-15) grade deformed bars, free - posed. Pipe shall be PVC tyc,» 1 (1120 or 1220) schedule 40 in sizes 1-1/2" that foundation and any masonry walls shown on plans furnished by Company Srrnmids and grad•• specified are approved and iiiciudsd to •stabli•h type and from rust, scale or coating properly bent, spliced, tied, and securely supported to HER APPLKATIONS AS -- ON FLANS_ _ _ ____--r!_r__a_ . or awalltr; R 13.5 Class 3'i5 1n sizes 2" or larger. Solvent cement shall will would refer to substitute brands or in place. Splices to lap 40 diameters unless otherwise shown on drawings. •--'-'��r+ �� r r •� �r ~�� properly support structure in accordance with. governing codes, orEin- quality requirements. If Contractorwoo p NAILING: All nails (except for gypsum board and exterior use) to be common wire nails. be ASTM 02564-66T. PYC pipe shall hat bt threaded. Transitions from PVC antes. and site conditions. If noL, Getail any changes necessary and advise gral•s that are equal to those spscifi•d, inforslatlon on proposed substitu- 00��n�i__nQqs__ ...d Chases: Provide all required openings and chases for heating, breve perpendicular to grain 1n place of toenalling wherever possible. Unless to metal piping shall be done by the use of PVC molded malt thread adapter Company Representative. Furnish Company Representative complete plans for tions rust b• subsitt•d to Company Reprsssntativ prior to procurement to plumbing, elect r ca and other work. detailtd otherwise . minimum nailing requi�emcnts are as follows: or other approved transition fittings• coordination with other contractors in location of piping, conduit, enrhor•s. determine acceptability to Company. RIA g: I)t►igk_ 4►_#IqA*: As Indicated on pions. Material to be sound. free from Plywood Sheathin - 8d spiced 6" on centers +,long all panel •-lyres. Bei apr+ced f1xTi✓i 3 See t>`oru braces, etc. �►I _�. cracks or defects. on centres •Tong intermediate supports - except where adei tronal required Where site or schedule conditions Justify, continuous footings may be sub- RIKdMNSNIP: Work not detailed or specified rust te care blelity and typo as work , g on plan. �" -�`� stituted for pier footings with Company Representative's approval . Fabri- � Cement: Standard brand Portland, delivered red in original labeled containers, and detailed or specified. Good quality and acceptable to Company Representative. k pt dry until ,,sad. sum Board - 5d large flathsAd cement c,atsd nails 6" on centers all edges ELECTRICAL WORK B-12 1 cator to furnish structural design for alternate footings carried down to ,' Clean, hard and free from loam, clay and other fortign matter. an ar_ ys. Acceptability of Subcontractors should be discussed with the Company boa Gravel: graded with not more than 6% passing the No. G sieve and with 95% 12" minimum be:ow natural grade. Where site is filled with well-compactedbeinstalled SUBCONTRACTORS: D Y - Joists at all Bearin ; Bpoc,ktn Betwet� Joisf`.s. Blockin to Joist Btartn a and GENERAL: Follow' latest National Electric Code in this work except where superseded by sound fill materiel �f adequate be:ring capacity, footings may be installed Rpresentative before bid is submitted, but extent of work fncpuded .n to 100 passing the S/G Ind► sieve. - I subcontracts will be determined by General Contractor unless other- Liti Putty' Ni calciur 1±::, ocmpl•t•ly slae,kod bofo�e using. to s toPlates—�w, IOa toenails each slat. �� g local guv��ning codes and ordinances, in which case the latter shall govern. 12" minlmum•Delow rep of fill 1f approved by Company Representative. Deptfl various s deader; and Girders - Follow best practice where. not detailed. ilof intermediate foundations may se reduced to 6" minimum below finished gyro wise noted in specifications or accompanying documents. N dratod Lie•: AS1M Dosignatloa C207, Typ• 'S"• IT R�IAiJ: M�'�-r•: Copper with minimum d00-V. Rating; unJacketsd TNM insulation as grade or 12" below finish floor grade, whichever is deeper. In freezing9 Ealfir: Dan and tet to drink. discrib•d In tA• National Electric Code and approve.) by Under'writ•r • areas, all exterior footings gnu foundation walls to extend below frostiine. SUPERVISION ANO COORDINATION: General Contractor is responsible for progress. exxutlon FENCE BUMPER AND HEADERS: Type as noted on Ground Plan. See table for acceptable is,borstory. Inc. Insulation compound to be a high temperature type `"-�qua ty o u contractors' work and is to coordinate and expedite procure- MORTAR AND GROUT: Mortar: One (1) part Portland cement. three (3) parts damp loose mna er a s. T1iMI Insulation mag be used LMT in corduii• connected to remoteGutters: Location, depth, and slops of gutter to be per plan. stent of materials and performance of work of respective trades and Subcon- synant-quarter (1/4) par`. lime putty or hydrated lime (by volume). Add �jjdqrs and Posts - Bottoms dipped in Standard 011 Company "Chevron Wood subm,rafble pumps or to dispensers. tractors. General Contractor to have the some qualified responsible repre- water and mix at req}mired fo,- proper consistency and workability. Preservative—to finish rade line. Wirt-Vii: All win► /12 AG riniraua or as shown on plans s urs: S•s plan for type and size. The Steel Fabrl•ator will furnish sentative on the job at all times, including time of final inspection, which Grout: One (1) part Portland i.a'ment and three (3) parts damp, loose sand, to `�`�'____.___="M_- -r a w of toInstall;-- FINISH LUMBER BACK PRIMING: Surfaces that are not on plant to be stained are not to to -:- All galvanized sheet metal darns outs. is to be arranged with Company Representative. General Contractor 1s respon- Tf7 may be added not more than one-tenth (1/10) part lima. Greaser -'or spaces pr rotect surfaces from being marked, mtrr•sd or discolored. All Fl,c rq tn� Fitting!• Furnish and/or lnitels a• rt>shed-d by h a e U.L. Scope- - N p Bible for esLatilishir►g and maintaining :� all lines, levels and grades shown two inches (2") or more in ;cidth may contain in addition. two (2) parts pea o -Ma k, e►scfficatiuns and plans. All items furnished- oust have U.L. label -- Steel and copper pipe downspouts when they are concealed inside si lens or otherwise r d mai General Contractor to vis a d site in Dear surfaces end edges which are not exposed acd cannot be primed after end mus i! N acetptable to local governing authorities and codes. of wialls or cotasns. D eq gravel (making a 1 :3:2 mix) initallation/assembly, shall be primed by brushing with W.P. Fuller 4171 , Steel anJ copper pipe downspouts which are not concealed will be furnished rccisslblt condition for other trades and contractors, Including steel erectors. YE!1EER: ter 1111: as shown on plant. Clips for wood primer ELECTRICAL SERVICE: Undergro+:nd service to building is required un,ess otherwise shown and installed by the "Rural Contractor. Stool fabricator to cooperate a• pavirg or painting contractors. Before painters begin work, General Contractor on P a^i +e debris and s interior of station Dream clan. At end of Job. vintir support w111 be supplied by the Steil fabricator for steel building MILLWORK: Same as Finish Lumber, including back priming. toucin-up and roil ,setting. Sand nocsasary' for cutting, fitting. and installing downspouts. Fess-standing to roma weep : Install In rl fd, galvanized eteel conduit and mak• water-tight. General Contractor to remove all excess dirt and debris, including crates, STRUCTURAL HOLLOW MAS�fiY AITS. Lay according to best practice far their respective surfaces swath to receive paint tlntih 111 g canopy detelyocon and d. Provid to es installed by otosl it cleator and tr, packages. eft. from site. Wash inter/or to repave s apes, wt n mortar and reinforced as required by local ordinance, I Commit +rigid conduit to exploslorw•proot unions in pumps and dispensers. Oo w completely conceal ad. Provide accessibility for downspout cleanout. mud and dust. and have all work including glass and floors in or as shown on plans. lay hollow units with the openings in the units spaced Cabinets Counters and She: n t:orstruct accordim.l t'.o oast practice. Flt not ren te,y c t . r Minimunkirum condound taroks. Install esals an all conduit runs as t0 form vertical columns at sides of door and window openings, at corners and o n s g y. secure y g u�g and nailing. red Irr►d flryr Bodo. Mintseam oondalt dyth Ig'. Sea's and pull boxes at poles Locate downspouts as detailed on drawings. paps down- clean condition. Take caution to avoid stainfny paint, tile, etc. Any GhooI4 be ilistalled inside pale, otherwise locate an aids of pole adJaaent to speats are permittod to swill on ground (indicated on plans or specified by inalvlduAl contractors directly responsible to Company (such as steel build- as required. Concrete for columns and horizontal tit beataa sale as specified sldwmalk o+' Interior property Iles to avoid data�gee by automobiles. Ctalpany Representativ), locate so that stater will not L1� p_LKk Ing, paving, pafnting, landacapt, ar other). will clean up atter thMir own under "Concrete". lay 6 courses or maximltum height of 4B" before grouting to B_7 WNorerov-nd ytalvanized conduit eam•t maintain a sietamts t2' asparation fres �jg {g,� in front of Oeorteairs- taking into cmgjderation s a*t of card work. prevent voids. Construct lintels as detailed. MM GLAZING AND HARDWARE � copper lines to prevent corros,on. uxgkKl, Grout fill all cores below grade, all cores where reinforcing steel is installed, BUILDING AND CANOPY WrRIAG: All wiring and conduit to be neatly installed and concealed MATERI S: Aluminum Trim: Where applicable. Trim at mullions and sills when shown on GUARANTEE: Guard^tort all work under this contract few of detective materials and and all bond beam units. Sial exterior surface of ell blocks below grade with Where steel building 1s used. furnishing and tnstallalfim►n of doors, doo±siard- ,►ever pot:s)11, e. Conduit to "R Installed so there are a minimum number of �'- plans is to-follow plans and details for shape and overall dlmensicis. workmanship for ons year from date of final acceptance. unless otherwi'r:e Chevron Asbestos Roof Coating. Apply in quantities of SO sq. ft. per gallon. ware (including locks when specified under Finish Ha dtM re ). sash, g holes ,rade f.hrough exterior walls, roof mid canopies. Where holes are necessary. specified. Correct defects discovrtr•ed within guarantee period witho+.' cost Joints to be as de u sled on plans. Clean blocks of ring surface mortar. and related incidental work w111 be part of steel contract, unless otherwise D D g p Structural Steel : Per Section 8-'3 to Cospany. indicated 1n these specifications or Scope-of-Work. Sia Steel Bu11d1ngs and nirwstic. Dac1.-u earls end suite tittim� s shacld be used to obtain a ermanent ., - Steel Canopies Sactlor 8-13 of this specification. for further detail. watertight keel. Chevron Plastic cement (Mastic) is to be applied'generously on Sheet Steel: All suet sheets must be st•rt:tl►er level hot-dipped galvanized the roof side to ell fittings and screws gassing through the roof. Mastic is o,r equalapgroved by Company Representative. minimum gauges listed as follows: CLEARING SITE, EXCAVATION, GRADING ANO BACK-FILL B-2 also to be appli,td between roof and t+,6cu-elate. Minimum uau9es Roof - Stendirg seams 2'-0" o.c. - 22 gauge —�.-. �.�. WAS: See plans. �. STRUCTURAL. STEEL AND MISCELLANEOGS METAL WORK B-5 PANEL 8 SWITCHING:_ FarexistMp panels and•wrlchgsw t)remain in use,see plans for required modifications. Standing seams 1 -0 o.c. - 24 gauge LOMMENCEMEtiT OF WORK - SIGN POLE INSTALLATION: Sign poles (when shown on plans) are GLASS: See plans. Fascia - 16 Pavia th be installeden�rar comsl•ericis. xcept . tee But dings rtmt►en rpvr ponel,etc.wieciP►•d,see Electric Plan(tr• r•qut►teria•nh walls - IG gauge, MATERIALS: Plates, flat bars, rods and structural steel shapes. ASTM A36. ROUGH HARDWARE: Provide all rough hardware, whether under this or other headings CONNECTIONS 6 FIXTURE INSTiILI.AI'I�N: Fixtures io be ,catered b located per plan details. Ceiling: - i g�.uge Guttyrs - 22 gauge EXCAVATIONS: Excavate only to depths shown on pians ,ir as specified by Company Repre- T necessary to make a caa plete• job, including all nails, bolts, 'hangers. wall :nter connecting :.onduit when required is ;o be hidden Stool F iss: Exposed fascias 16 Pipe-seamless or electric resistance gelded per ASTM 153 or API-5L, sentative. Back-fill foundation excavations with concrete if excavation is ties. sleeves, anchor harts, etc. gauge •. a ,etcher 1•v1•d sheet» with 16 au p ' Grade 8. Sulfur not to exceed C.Oti>i. Mede from open hearth, Das1c Illuminated Plastir. S! iii. For pole-mounted ,.hevron sign, install conduit ice V. gauge g.i. butt straps S wide carried below required depth. Provide shoring is nactssary. If water con.- MISCELLANEOUS ITEMS AND IiARDWARF.: Cabinet Drawers. Doors. Etc.: See plan details. a at all Dints botwesn sheets. Tack Wald aloe Joint and cover with plastic dation encountered, report to Company Regres,ent:stive for instructions. oxygen or electric furnace steel, pole se as s�►oim�n el:eils. Provide Buff cient wire at pole base so sign ) g Remove debris, vegetation and other docaya44e matter. All fill material Unfinished bolts - ASTM 1307, High strength bolts - ASTM 1325 Rest Rooa1_ ung-i�lsent: Ste plan details. installer nwy make connection at base. For special mounted signs, see plans, strap filler and sand flush. Uss ea•stmets wcrwrs fascia. fascia to butt •xcepi otherwise specified shall be of granular nature containing sufficient WORI(IiANSHIP: To conform to Lhe best accepted standards for this work involved and latest Finish HAlda�re: �, f n h 1n W nveni ncj 0 1 is - All to r o f T s• Aubbell 051W or equal. For: straps as required and grind off heads flush with fascia. bindot material to produce ter• required compaction.. �eaition of the AISC Speclflcations. ntral-M n ac or .� ur is and stall all finis,, hardware ntce:cser for a � �� its, Y be -w re type 11 exterior out FABRICATION: rollow latest edition of American Welding Society Standards slid good NUINJ For concrete slabs bring subgrade to within 1/11' of required elevations, FABRICATION: In accordance w;Lii details furnished by Company,, or details prepared by compl,ote job InIgrior - Nu%bell 05252, Bryant 5252, G.E. DI'actice for this type of work. Control heat to minimize effect on allowing for thickness of slabs shown on plans or spselfled by Company 1119prosentativ6. supplier to suit job and approved by Company Representative. 111060-1 or equal. For: All interior outlets. galvanizing. "For asphaltic savomsr+t bring subgrads to within I' of required elevations for WELDING: Arc-welding or gas-welding to contornn f.o latest American Welding Society ROOFING AND SHEET METAL, B-8 Pultshed nickel or stainlssa steel flush cover Before fabrication, clean any surfaces of black structural steel members that p . standards in material and methods. Use shielded eiectrical arc process for lata. will be inaccessible after fabrication. Remove all oil , grf-ise. dirt, scale. y ! 3octiona of planters dost natod to receive 'Landscape Planting" ars (Only when and a• Shawn on plans or sp•cifitM by Company Representative.) •__,_ �_____L`-__ 'Wsamwe.,W~we"" __-____ -_- etc. , and prime with W. P. Fuller No. 3735 LZI Primer or equal noted in Service and paving. P g 9' all welding unless field conditions require use of !ps welding. Platt welds to b• 7" below rho top of adjacent planter curbs. Nato: Planter• added to in 1/8" maximum passes. Arrange welding sequence, and procedure to minimize IT . S ,tys of 1!S-pound asphalt saturated rooi'Ing felt, over layer of Heattr or Air Conditioner: (When shown on plans.) Connect according to plans Station Painting Specifications. rile cera saN ahoathln r. FlaoA to roviN ilator r Mo► rrac.h layer of an nu actu,er s ns ructions, incl,adino control cir:uits as required, After fabrication. but before applicatior of steel sheets, clean and rime all •xtating asphsltic contra b areas in yard may rsqu rw additional excavation to distortion and heat stresses. NN p p oof job' ? ,. P rsslwe+ rock base and expose topsoil. Additional sell swat i►o adlsd to sax•gredo felt in place with 2� Ins. of hot asphid t per 100 sq. ft. Than flood with 50 lbs. _` (Normally 0 V.) black structural steel membe^s in like man•ier. -- SHOP PAINTING: After fabrication, clan all metal thoroughly of rust. scale and other hot asphalt per IDD sq. ft. and surface with GOB lbs. of gravel per 100 sq. ft. --�"_"_'-'" 1.-_.'--r"`i""�"""'""�"""`�s�`�'----- -" _ CONCRETE IAR11 ® oreign matter and paint one coat of LZI Primer - IYI.P. Fuller No. 3735 - 2 mil. embeleied in the hot asphalt. Gasol;ne Pumps o__M Pump (t'locks: Require a 2 Pole circuit breaker w/ Neutral Flange sheets so fastenings wi11 be inconspicuous as possible. ria fastenings • dry film thickness. Work paint well into Joints. Paint all parts that will De [Yisconnect & 110-Vcir,uit7rr-om panel to each pump. exposed on exterior. Arrange sheets so stencil marks are concealed whenever FORMS: Fit tightly and fasten ti m y in place so that no mortar will escape and concrete inaccessible after erection two coats. Do not point surfaces which are to be SHEET METAL FLASHING AND GRAVEL STOPS: 24 gauge galvanized ,;hoot metal, neatly sht�ped -s---'-'---"-„----- "•_---_--__-`__.,__.__._,_______ possible. _r work will M true and ac^arab. Maintain forms securM in plats until concrete welded in erection. a ns accoor ng-i-oxtail. Solder joints and scrape smooth. Wtere Submerged Pus s in Tanks: Require a 3 Pole circuit breaker w/ Neutral Dis- Roof sheets to have a closed. watertight •tending seam. High end of roof has hardened sufficiently to carry load to be supported. Foran may be omitted ERECTION: Erect steel niemnbers true and plumb, and use temporary bracing to support nailing necessary for fastening, use galvanized na11s. connector cel - c ecu from the panel through the dispenser control switch. sheets to be turned up a minimum of 2” and to bt counter flashed to prevent from unexposed work when excavations do no: require support'. loads before all welding or bolting is completed. Adequately y all sign water frrm tieing blown over end where roe. sheets drain into (jutter, deflect I columns for 3 to 1 days (as directed by Company Representative) after founds- MESA- FLUESDUCTS 11 IETC.: Install in workmanlike manner in accordance with latest Gasoline Dispenserfor Remote Pc ss: Pump control at Dealer-Operated ends downward to insure drip and feast+ per plan details. un flat roof design. Extend footings 12' miniw,w imleAr. n+zt.ural or finished grad•, whichever Is lower. tions and reinforced slabs have been placed. Paint all field welds and spot ons o t niform Plumbing Code s ani-s s normally en by swTfching both motor le !e cisptnser. extend gutter 2" minimum under roof sheets and flash to parapets. M►ero site is felled with well compacted sound fill material of adequate bearing paint abrasions with LZI Primer - W. P. Fuller No. 3735. Flues of Chimneys: 24" minimum abrrve higl point of roof or parapet. TFie onTy ex-eptions are dispenser circuits requiring control relays and those cit footings w ed installed 12' ■1niteoe below top of fill unless 1 f n s: Matntai � maximum clearrrivc unde:�r duct work. die users containing a solenoid valve. In both cases a separate conductor ERECTION: Schedule delivery to site with Company Representative and Genera! Contractor. ca"city, NO sDllcing of structural members without approve o the Company. Duct Dt g Determine that concrete work, anchor bolts, and other parts of work related to lie r drawings or local coda require greater Oep.n. Where stool building is arpported -- must be returned from the make side of each dispenser switch to ;.he control � c+n p+ort, depth of intermoslia foundations may M ►sducod to 6" rinlaum eolo►s GROUTING COLUMNS: When ready to grout columns installed by others, General Contractor relay or switch gutter. A switched neutral must be provided for the solenoid steel .auilding are accurately installed. Refer any discrepancies to ampany firishsd yard gr ad• or 12' below finished floor grade, wt►Ichsver is deoptr. to chock if columns plumb. If not plumb notify Company Represeritative im- Representative so corrections can be made and s good workmanlike job will mediately. ..,;,,r,".,,,,,,_,.�.�,...-,�_,�� control valve. result. Arrange space for storing of materials to assure protection from in areas where freezing occurs, extend exterior fooi:fnge and foundations below I_AfH!i* AND PLASARiNG Z91 SELF SERVE STATIONS, tiEMME CONTROL EOUIPMENTN (Appli•s to existing or i*w disl:1ensersor pus ) damage. Cover floors to protect them from scratches, etc. Protect other work frost line. (!?rrlg+ when grad as sMawn on plan:f.) M►stallandosnrr•clequipen•nfas•horrnonplonsand airwp diagram. from damage. Firnoly fasten and brace entire building plumb and true and ANCHOR BOLTS, SLEEVES, ETC.: ensu ll author bolts, furnished b steel buildln fabricator, CARPENTRY FINISH LUMBER MILLWORK Ai4D PARTITIONS B-6 install sufficient backing and bracing ri avoid waves, pulls. dents. sags, etc. Y 9 J`' BUILDING PAPER: Cover all e,ctertor wotw sheathing, or studs when stniathtrt9 is not used, AAll roof openings made by the steel fabricator to be made watertight by flanq- tngs 1n accordance with fabricator's layout or other drawings furnished. GENERAL: For structural steel end miscellaneous metal work except when rt of the g +r le at joints and corners. Use "Sisalkralt" or 15/ P-�-J1Lt�ING It�1.�11V STI OtJ . W M t 11d1n babe. piled ing up edges and flashing over, or by soldering flashing to roof sheets. Install sleeves, straps. anchors, etc., for other trades as required. steel Dutlding, refer to "Structural St'e1 8 Miscellaneous Metal Work" Section asphalt felt, or equal. °'t�s' Goat and seal all joints be+.ween flanges (ceilings and walls) and between walls B-5 Cabinents. stall partitions. etc. , not included in steel contract. �F: and concrete with mastic, oint Joints approximately 1/8" deep, and wipe EXPANSION JOINTS: Furnish and all 3/8" thick premolded asphaltic type where shown on __.� _�__ M_"_�_ ____-_ .. EXTERIOR LATHING: fNer wood shepthing: P Y-T brans. Trim flush with top of slab. MID SILLS: . Shall bt of "Foundation Grade" redwood or cedar (or as determined by local ' �� •'h 18 gauge galvanized woven wire nettim� lap at Joints, with surfaces clean. Use a mastic that is nonhardening, nanshrinking. that will MESH REINFORCEMENT Furnish end install mesh reinfor+tetntnt to ell slabs which are not ordinance). Grout flush with concrete and bolt in place with 1/ . x 10 anchor Install 1" me, make watertight joints and that c:an readily be covered by paints. bolts spaced 6'-0" maximum on centers, ' d19�,4y rs ' cM. b6li', Joints sf.aggtred, fastened at 8" ctenters both ways ►eft:tr galvanized nails and Downspouts, roof drains and gutters are to be. soldered and joined mechanical- re n arced by bars and which ere 3" thick or greater. Use 6" x b" welded ----"��--�-�•----•-----•��i--•' -'-�'•��•�-'-"'- spacers. mesh, !10 gauge cold drawn wire, unless othertivise noted on drawings. FRAMING: Double top plates. Double studs at openings. Locate framing to clear piping, Ovtr wo.)d studs without wood sheathing: ly (i.e. . riveted. etc. ) at all joints to prevent separation and leaks. eft.. wherever possible. Cut in one row Of fire stopping in stud height or Expost•d steel framing at sash and glass walls sha11 be Joined with continuous REIMFORGINO BAR3� Furnish and install when and as shown on plans. Use deformed bar etc., maximum on centers and brace walls with plywood sheathing welds. ground smooth and primed to an acceptable appearance. which conforms in every way to ASTM A615, Grade 40. Splices to lap 24 diameter• Provide backfin as required for pluwall rest room stall partitions, light A. Install 3.4-1D. galvanized expanded metal lath. ;ec:urely fastened. with Minimum 3" rlear for footing poured against ground, 2" clear in formed work. 9 g staggered joints. and lapped Joints and corners. Before leaving JoD make building watertight, seal and lire up all Joints, CONCRETE MATERIALS: Ca. nt: ASTM Spicificat'on G-150. T 1, fixtures, etc. See construction details for Joist splice. Install herringbone grind smooth or otherwise clean up any exposed connections. and touch-up YDt bridging or solid blocking n center of spans over 8 feet and under 16 feat, B, Install 1/2" x 2' x 8" gypsum beard sheathing (with asphalt-greeted .Typsum black steel where damaged during erection with W. P. Fuller No. 3735 LZI A re arts: Clean. hard, uniformly radsd sand and crushed rock or gravel ; all or at 8 feet maxiiltum centers 1n spans over 16 feet. unless detailed othertitise cors, water re )lent building ;Aper surface. and tongue and groove along Primer. or approved equal noted in Service Station Painting Specifications. �_y_� 9 on plans. Install solid blocking at ends and over support. the long ed �secu!ely fastened, with staggered Joints at right angles to Company Representative and Creel Building Contractor s Representative will ref a from loam, clay, and other fore9gn natter. Maximum size of aggregate Where ceitin s are a lied dlrectl on roof tramin rovide cross �tntllatian ge inspect job when complete. Contact Can►jany Representative four days before 9 DP Y 9 P the studs. Over gypsum board sheatAing install 1" mesh 18 gauge galvanize! completion date to arrange this inspei.tion. Unacceptable or incomplete one-fifth the minlmtan slab thickness, one-fifth the minimum dtst..nce between g foriris or three-fourths the minimum clear space between reinforcing bars. throughout by drng or notching solid blocking or using staggered blocking vmwen wire ri,�tti:tg with staggered joints and lapped joints and corners, or cross bridging and provide screened vents in soffits or cel 1n sat each ••.n :: 8" centers both ways with galvanized nails and spacers. work will be pointed out and building will de tested for leaks et flooding PROPORTIONS: To assure a miM mum strtn th of 2,500 lbs. per square inch in 28 da s unless g g g fes%,., _ ga D ror.f with water, etc, Correct or com;Ilete defective or incomplete work and g y end of enclosed arae. otherwise noted, use et least 5 socks of cement per cubic yard of dry mix. ...�_s_s __..____r__.r --•-.---•----------•----•---• EXTERIOR P TER: Cement plainer, 2 coats on masonry or concrete. 1/2" thick and 3 costs obtain Company Representative's written apr�roval of job. This approval must. " accompany invoice before payment will be made. Water tent: Minimum quantity: That will produce a workable mix. Maximum ROOF SHEATHING: 1/2"cox exterior or standard with exterior glue grades. D.F.P.A., per on from con,structior, 1/4 thick. hood float to an even surface with sharp quan y 1/4 gallons per sack of •ment (including water in aggregate) . 'T"66. Lay plywood with face grain perpendicular f.o Joists. Stagger joints corners. Apply plaste, according to best accepted met'iods-to achieve proper _ MIXING: Mix concrete batch for at least one minute after all ingredlents ere in mixer. end provide blocking at all joints for continuous edge nailing. bonding and curing. APFROVED FC." CONSTRUCTION Heat concrete to 50" F when temperature at site 1s Dtlow 40° F. "Reedy-Mix" R concrete mutt be delivered 1n agitator trucks and poured 1n place without delay. CITY 0 r TIG A R D in PER 03(f,. is TILT WORK t slated ► B-IG :;ITE ADDRE.S5__ ... _ ' ,_ ^_ - -- — The General Contractor Is responsiGle for all labor. materlals, permits. equipment, trans- iWORTMT NOTE: When the. Intent of the plans or this Scope is not clear, or they disagree, the 1 Relwarks end ec nslruct rQ�i CATIONS SCOPE OF WORK I PEC portation, tests and services necessary to ccomplete the entire operating unit including off- I Contractor is to contact the Company Project Engineer before the disputed I I. Contract Retention Payment will not be Approved for Payment Until Corrected site work, clearing of site•,�and demolition of existing improvements per attached plans and I work Is bid. I Ground Plan Received. n � ,L 11 0- WE N. M Buiidmg must be completed 1 specifications and local codes EXCEPT the following: I 1 2• Equipment Furnished b Company Delivered to_ crrker'aZ Lv..irAcTor I A. Fabrication and Erection -f Steel Portion of Buildings end Canopies, pep,Section "8-13" I Compo will Furnish only the to materials In quantities as required per plans natal• 1 3. Within Five {� ya a ter Contract Award the General Contractor 'to Submit aceardsp� ►o.cdy curler oc - , ENGINEER I Constructicac Speclficat S. (Done by Steel Fabricator.) Inti and/or Assembly to be Handled by the General Contractor. Construction Schedule Acceptable to the Company Representative. lir►alinspeclion made bolare D La+.Z J. 2 4 � `"- /� . E. /�1,Ib�, 1 B. Obtainin all permits which are prerequisite to Building Permit issuance, Building 0 Under round Tanks. Tank Burial = 4. This Bid and the Construction Schedule are to De B►sc„ c^ the Following• occupancy. j s `S.r (F-"l `oil QQ �r Z'� TELEPHONE lad -s ,3 I Permlt(s), Alr Pol lotion Control Permit, Encroachment (Driveway) Permit, and Sign D L'ighi8 Flag Poalgnatetd aagn I a. Total Job Length _�.fe=p�Calendar Days t "1C-ARD 4„v)�' r ��1�'1 +�! �~ �•I•�' � - �.� Permits, Including Pecs. Feet Below Finish Grade. CCoo I b. Steel Erection Calendar Days W Fill Box Fi l l Caps, Ff l l •CompaivOurnIshod' On Plan DIVISION 'ou I C• Payment of Bonds, Assessments, Front-Foot Fees, etc., Required by Governmental Agencies. I Tubes, F exlble Connectors I c. Painting Calends=o , D. The payment of fees directly to a utility company for the relocation of facilities with Check Valves o Safety Valves d. Construction Commlencement on lit Dan rn personnel; the payment of fees to natural pas and electrlclty cdnpanies i / Price Sign and/or Price and Servl,:ea 6. vide Temporary Service On Job: , ck�+ U.S A, Inc. Suand Kp t Pumps, k Detectors, � %,rd � 0r i for Installation I et ion r, service. and P i t Boxes I a. - Makstmtg Operations aMt Francisco E. Painting, Pciol o not. required by Specifications, Section 8-I, and Decalec+mania. I Conventional Pumps or D rs I b. i Air and dater Reels I C. .�...__1bsiF-Base--aa<+;' ►r_.i1 •.--• .� \__= rY - i d. Revami.s OnI i- FoI lowing Equipment To Y�_ V. i s�Phal�t-�rnq-vf-i'ard--and-$fret.t-,--Ai+--@r-erAl•r+@-+s►-�-,-tet.-- _ Irl Ywrd__� IJnchet I Materials Furnis 'lig Company and Instal)ed by Others -- -�� G. landscaping and Sprinklers. I - _ I. Halk Identlflca4lon Sign( -� �,•- `' •r"'L SP I I I 2. mil bete Lighter Boxes _ � i Baste .iequenre of Conatructlon Is as Foll7hlres--____ �`� ` II . Potyloamlaanscape and Adhesive � a - t _ r rw ----•------�°� h l I I I�L �1 T I •f-��f` wr `n, I I I lel 1 1 1 1 1 ► i 1 -. l 1�'• I I f I' 1 I ,AlI .}) I I I- � _ T� .. rT i n III. .v �{I (I I I I 1 1 111 I lel I i l l ( I I I III f I i , l '1 t I { I ►t t t 1 1 i ( t t 1 I I I 1 , I I I t I I 1 t I I� Mr�e1d S: _- ....y+e�+sr -z 'e- ' e -_ ,: 1•IIIIIIillrlllllllli�irllllliillllfl•I►Ill►trlllilrli)iiilr►I NOTE: IF THIS MICROFILMED 1 2""ra,.m 3 4 5 is 7 8 9 iIlo I( 1 DRAWING 15 LESS CLEAR THAN THIS NOTICfir'TT IS DUE TO TI-E QUALITY OF TW ORIGINAL. DRAWING. --_-._. . _ -- -- _____.....�-_ .._____ ----------.. _ _ ------- OE 6Z 9Z L2 9Z SZ fZ EZ ZZ IZ OZ 61 91 LI 91 ill Irl EI ZI 11 011 61 9 L 9 S b E Z I{"" +►IIIIIIIIIIIIIIIIIllIII11ililitiol►►IIliti4if1duulinlbnllnuhuclu►drNrluHhn►INIfllfll1t(1ltntlttt;hFrllttloiI11INm111111INI11Ninn IIIIInnlut Il ullulllilillllnlllulnt1lilli1 111111111ulnnhnsInnlnnllulhw u�uuLi;i�Wllllulnuln1111W1N INLAY 27 1992 - _---.- . _-. _ __ __ _ 3OX .. . ,.,•.,,,•,.._ _ __. ...._ __ z,,. _ _ _ r �_ s,,,,,, !l%D" A1�uU IgOa 1 T1D IJ �- - �, I 0'-¢ CHIVIIpq kL i A.AC. 4►I YK4.,,VA"M SPECW)CA MOB-30(FOXWOLY NCTIOM W RAAT '•N")ARA TID BE FOUAWtO FOR THIS *0111119 Pbtf011A1�AT b(�I L C I IJ r✓ . £+�1.!g T I F.l Cp JDA O Ca, :. ALA.MIOIIR I11C44l WG P1.liL11SIM, NKMANICAL LtACTRICAL, &NALL N 1t 6tw 00FIT ulw 2noftI u L #L,►�aJev e,wl�T4` a Q�Ulo11 124flt ' v lrHLOCAUY tAwo CODE �l E ;ySTAIu 0►4ao 1w{LICoT Yoyt6T �ltiT,, Me#Ailorw . ui TES xr `Tttl PML L b RI,1'A'1NE. w to - Al,06'1(0'00'I{(/ CONTRACTOR Is TO VbiNfY AL4.1'IIIM'f�iMlN [ _ ' �- ^ � \ �- NOTIFY COMPANY REPReSEM17ATMVE 01 ANIf BETWEEN 8RE \ CWIOITV;)YS AND H/FtTfIMIAtiON Z);IIOWN ON DILA 1'h101I TO r I 1 Ca11/►iE1IC.J/0(i WORK.- - -� - _- _ . _ -. _ Irt - - - ~`-' 4- "-` _ I It. UNOEHLiNLO DIMAy111tK)Ni MIA NOT TO BCAII& RiF4R 'rr tJ P OR'8 A FOR Ai11D � O STEEL AMIICAT DR WM10Q LOCATIONS OF 1 Ott loJ! e u sT, -:�� il!4I � )AjCR t�JcOCa COLUMNS, COLUMN BASE DETAILS, COLUMN BASE ANULES, Sv�� ► - !I __ may. be-kid-4 t0 1'2CH41u ' ! T r-' -- ' ---- -- -�- _ I BEARM40 PARTITION FOLINDATHMS,ANGNOA Oft O'ETAILS- Ltlu M4soL!¢� 1 Geis coo4 V y I 17 �C� �NCQ �L ILL_` tW wDCIG ✓d1YC11 ►Jew uE.W uN1T-s►iculai s w4LL - _-. _ ►� } B. DETAIL-S MOWN ON ORAwWGa ARE FDA L PUIIPOsfB. i1E6L 10CE IDETAll.4 MDQ G�' 7 FABRICATOR IS A""SHLE PON MEMW $CO. U LQ WAoIE. I �� . C - - - y� *J E.W 3'"9 POAV tONAilCTIONS. T9 AND Ld��J �,DI"IC �Olu. My IIPR i ,.4C -tj911,° Y - f • IU. V�DCIL IIJALL c.7AJU.P+lPIulo9111111 ke*#61110 IN 01911111011im IAN'' WAN" 016be.-O, oIR T�II�e ,�'o' Iv Lw :- , FLv ¢ �I wT �.�.a=.� 91 z.° I 7. BTI1. k? I F o T ►.►(o ' �o�*n es yam; r,�, - ---��---� ��u�. 1 ,v I t w e v,s r; ►�G. I ; N16N vuc�vw ) I a 60 104 T4�•, I t-4lOT,U4P L.If•T I B. PROPOSED FINISHED ELEVATIONS SHOWN T HUS: i ►1e.W e..ulat. •� �1 � I I-1��" ; LITG � ; --�cK! tl, _ E-uigj. mac. 92�s • 1 I C�17 of EXISTING ELEVATIONS SHOWN THUS: � to , To --_� z.)a,z I ae I►, ` 61,�o full I t h4uc M4 ! rFROM 0114� �wiikow* 1111111110 IttTgi(Jlucv „N•e,t .Linz,. cl_ }.-...� A-• W ��. '�OTIuh �--- _ }� �2 � - _;.,,,•, ?I 11. PRIOR TO GRADING ►'EiFO:M THE FOL LOWING d p TA L ! �+� t,_I:Iw I'�o "LOT-f rwo _ 4�'; _. Jif,11�A111a TO THE EXTENT REOU1860 I y L'' W;E�I�T' ,-� To etmA1�1 �� / �r�� \ (A? REMOVE EXISTING VEGETATION, GRUB IIGOT�, 4) REMOVE ALL ABOVE GhADE O"TNUICTION4. (C) REMOVE ALL SU��41%2 " �` --- l_ _j ',.Ott' -' a` moi.. '� `1 , -, / /• �I'. .M,.,. .111 AAM�.,Mri�i�tGrtt�. �/r'TO'�'S'-'Ii►.eKe>>_c[> i 1 l I �_ I 1 � ww ars.Pn +ew.wwrrwq,e++�MIF,.�w[R^Si,..z: ..a p.- ` ,•- ! THE ABOVE WILL APPLY FWIPr WHERE NOTED, "TO ACMAIN." N � w T ,;I Pilicll �.ultit b1GAl '' � ._,... ..__-• I 12. EXISTINV SITE MATERIAL. MAY d N,L�q„wA�l, CjLAtill I gWl�ctall �••-----__----- , _� _ f USED AS FILL WITIII Tbtk APPRQVAL Of p I frcgNln�. bUefAct_'b j Se Ap - � tel► i � '�Z� / -Iy COMA;NY REPRESENTAl1VE, TOGETHER WITH SWTIq'1 IAAPORTED illi.. FOR I � / pP EXISTING SUBGRADE, SCRRN'Y TO 12" DEPTh PRIOR TO CnMPACTION. COMPACT TO 90% IN BUILDING ND $LAB AREAS;111!4 IN PAW:: AREAS. • � A1G1ai !11+0+1 f Ldl7� Qtt `�Tt ;' s3fi.£ 0 TEb•!9 13. DISPOSE OF ALL REMOVED MATERIALS Off-SITE. 6UO1►MENI 'f0 BE DISI08E0 ! iLLV TIDK Tb A44T�µ I i I OF OR MOVED IN ACCORDANCE WITH INSTRU�:TIONS OF COMPANY E.vl�'(• 110bi. DrOD � RBW02lC W' � �„^ i !.U••6 REPRESENTATIVE. ,�l� tj 'L�L eG• ' �..W�7i 'rl I•� Y '' 9 D f.,41 16T, ��M��v J:.L.CJq�Ip Irl 9=� n�TLtjh l-(o'JO i l j cowT¢QU B I �, '�•- / /� PUM P 14. ,f 4u �aDEsIZ- l e�I'_c7 ouT�E, I _� I bloe�r Hca T1AJCi � f % L t- r.._ I CO2 {v(l)!✓G - 1 j o 1 16. - -- --�I I file I �. � j ,� �_ 1 --- - -_ I_ .�� L` j � � �,3i� ---_- I'�-� - -I ,, T T,McJ 1.w 93� ,,` ----' , r tQ. l+i,p �.. - - --- - --_ ►�-�_ w ' P41 u i;k�. ff OR t A T t,a"I w. l Al T Z o Q. o� w i.;U w0t.. 64-y' -4 - I.- ev.1�T. !loPFr_uGwrO � � � 940 � .--• �• - baALl. 4Tc+� *-4115T. PjvILDIAi �^2 0�• 3 t..�., . Mco 25 �� --- - ."flyGDIJC• !.{j 1�j A.Co T o 2t.*l,q 1J o I 4L4 b I Neto t,OtF IT L-I&O ---- -� To Mct Iulsra i4joecb 47 '04!91!. I"1tlGNt . Ho L' w-!��' "izom 'LOCQ• ' 0 60WLbT Pali? (� JaE. r t I C' Ott 8 3.4 to" D_c � 6.` Lul,rl�ev Goad L� _.r - _ - ._ _ V%^T�II t. ISI: )y:., ' Q P,av I+tiGo � s2£ L`11LE.D - JOJk I I� IlEW 0.11.DDO�L I« ,. � H D _. �w a.o8• �G'dD"�. 4�hd1PL£TIOAI of r Arai4%NG , A � a1�LAY IN SNS" uC� 10 lw� ARCA IN FRONT OF IVEW IBAY. f � II e v T U O { O L Ia ,V bC.tL G: ,�a" Al-' 64 Il F�a Q, { Q L 5 ( PL A _ � � �cA>.6ti Ll,rl�o„ >'D.(ZUO D Nf�J A= LOLL TO 04AIAl. TG t�.10 AI,(o uaT*~; oulY ouLzl.f.c•r~.�c amt.T �eovw�.a FR Naw �►1'►oK. 0CAL.t • !"r lo:o" 4�T,t+25 4>uD 'DOW SPOu'�b . 0Lpp�. wE.�U1 t.yUj'ji>�� TOWAIZO •e.,�,.ItiTIu� DOW90POOT6 wa>� e..4&2 NEW �AbGIA E.wIgTIN� ¢ALGIA aA3� 000�Ie�L.t. 2�PLAae-, Out f-ua'K luto cowwOoPedT CAP6►�{c,oTra OjC�- tI. I ' dY Tbec. lN&aeL�T n1.D�. ADafticc u ) wITA LARcoE.tZ PIPS , of �A4GA Tb M4?c�4 �,i~ L 00 X41 Alla . iF+► to¢. 14b�.RL)ATL 471ZF- 70 aeAlw NL A,00TcOuA(. � AeL J%Ilk- . -- - - - -- ALAN 0 14141+Kw � D MOOT lldDrt bTL':�L. 200 L;fTrLt�C?;.It?� Mz0x4_ G 4DC °.tom 4 COklut- ..T ut�t► LI��Ilu�o ?a >!.ul�T• �.��.C7P�� PouE� _ T R J �.A i t.BA�. �L)PP's D 0-4, , 22. RETAINING WALL To EXrEN0 MINIMUM __ -- -- -__-_ ¢ , �w1E, +►», 01STA1�lCE NECESSARY TO PROV)L7E, A IvTo�lQu b'LOGIG lV\INIMUAA OF S '0" DISTANCF_ FROM 1' • couc2e.TG ___ __ . _._._..__..._.._ .:_.. _ �':-._ ___�� _ �. d ti � - - �--�-�- 1 n FOUNDATION BASE TO SLOPE OF FILL. t ._ _ ... - ___..__ ____ .--1 -- - Q w I � II 1.cC� �1 Iwtl�tl �Leck� REFER TO CETA)L AT LEFT. 13-401CIQ To f.u.l4;lue 23. NEW FLOOR. TO BE LEVEL,. y Q /� '�I r 0S 24 _ �. ' to rD N'W• // I I �� , �' FLao� 41ut �I I i _ � _•_�__ Ji � C�£ I I Q r i 1 i ly . �-�4-~ i LAP 12N M'y• NT j T�dt. �'I I -ALUM• - r"- �"___ N rArA t:u j II�+ , . •-='•fix---- x.Z �r .. 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Nr ALL ) -IRT,co, PL FL_U61i *'1JPP'o¢T4 To er-4ra.�q ►Ti�w (To DAyL�GNI� c�eAr,� Z Ti2A �� (BALI FLAUlo�/( 4PTEE.L Vitt e4�b INSTALLATION DETAILS T �v #¢33 zluc t-►IAu��.e� � r I �INCv WALL. -OMF.L. PQWB.L.S - -_ 1 :,( , D 01111r sl+elf _ l 1 - -- -- L.� WASTE OIL SUMP I , I i II _� S14uvaQbg it I "2"1(0, 4 +2-51 S GDL.E. - %rz,i s1 =0 " r I GLIv� e_440- ; I I ,I I I -�.... _-- �- �A Ems• ._ _ _.t_ LIC• Woc.; E hC;l "= ' I r.j4TP-a Tc wb• �'�� $ �Ub�. GAV qDf fTlOu .5TV.IWf F_0_ FAu�Lf. eLF , ,I MD• DATE DA. NAIVE ��-�.�At IOUb � SE.CTIoU�� ._.. - - �-- - - -- . -..____ 'rte ! ._.-, •'�`• �/,� , �, AA, f A GZ. OGt�. I-II Rtv,oV2. £,w15T alp-4`•�y # I _ t�f. -_ "' Wotic bEljcl+ f!' ek? IZC)AXL 4 T - E'aJ (Lxlr A"91) 6MOnT►� S?C-�.L 7,,NR.Ib- Iiso" t'r, ` ?:.o' Q'-o" TO M Q T r,4 #,I I E;�t IN Ci r.r' " t-_- ----- �` --APIC Il nV_ E*4- To fL 00V_ 8-O 4 Tuff• (TVP.) y bti� ¢LTA+l•l1RLCo ��. _-_ _._ _ Chevron U.S.A. Inc. 001;1U Co Of_T41L_J ' 1 !/ IK2 GL.SAT NAIL TI♦V_OUretl vtSw000 '5199 To t yt4 MaTkeuny Operations San Francisco _ ,: --• ----- �VI+IbT, Loco• ►��.W Olve�, I LUPE, gd'� Fl�1e,l,�• L_�.,JQTiDN I��, . o �t. G I�t"1 �(� DATE 22-Bc _ - �.�-- SfbJllf J46 4H'G�K co CKI S-339-L • ..,�_.. _ ._.._ p - - _-_--._.,,__.;....w.r,.•.. r..,,... ....... , .. �-•'>G"4"r; ;.��, •�;:�,.r• _ .-••_�,. •..r-T ._`..�--,ri�«"!p• II ' • ti t 4i t 1' I (1 11111t111IIlllfllli 1111111�11III�IIIIIIIIIfIII h ltlrl� �11III[Ilflllllllllll�!lIIIIIIIlI�l111!!IIlIIIIIII!!I�!!!I!!!I!I!IlIIIIIII1111�11I1II�IIII�IIIIIII111I111111�1111I111 N ` , r NOTE: IF THIS MIGROVILMEp DRAWING IS LESS CLEAR THAN THIS NOTICE.; IT IS DUE TD THE QUALITY OF TIE ORIGINAL DRAWING, OE 82 92 12 92 S7 ►2 E2 22 12 OZ Ri BI LI 91 SI 41 EI 21 11 01 6 0 L 9 S r----1b---,-- 1E IF IJIM .IIIlunlnnl�udn+IlnninulnnhN�unb11111nlPuldlndnulwdn111ruduulnulllu111sidnnlunlmlllullnulunlunluullu lminllllullnnlnuhllllllllllllllltllllllllLIIIIWIIIIII�UIlllullnlllulll1111IIIIlI1WI11AlIWIIIYWUIYIl�1LUUfUI1w�;W '-" .. MAY 27 1992 15670 SW UPPER BOONES MERRY ROAD 1 I n ca u cv �n al r� 0 0 rzl u �n a CL U1 M Z 111 r� 1 BUILDING PERMIT APPLICATION TIGARD DATE t i ��,,s- 3840 TI!E UNDEHSIGNED HEREBY APPLIES FOR A PFRMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICAI IONS. (')WNER PHONE----6PP-529 3 or No. 1402., 2 OWNER {.'1"'""Jr��l"; tj'7,A,Inc. JOB ADDRESS 1F,67Q ;SIV I-ttmer Floon !rt Farr! Ila_ , ARCHITECT -- -- — ENGINEER — BUILDER ADDRESS DESIGNER ('hP^VrOTt STRUCTURE ❑ NEW ❑ REMODEL (3;''ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE FI COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY __ , _I LAND USE ZONE BLDG.TYPE _—Z=;;_FIRE ZONE_PLAN CHECK BY — HEAT Y construct Uibe �•ay actt itior. to erinting Chevron, Se'rvic'e ^tatior.. I SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT I` NO.STORIES AREA •7.7 r� NO.BEDROOMS VALUE nn' —BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE Q RIGHT SIDE Permit 1 �' I= ''HIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUI1 DING CODE ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, ANO IT IS HERESY AGREED THAT THE Plan Check — r WORK WILL. BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPL!4NC� WITH ALL APPLICABLE CODES AND ORDINANCES. THE IS:>11ANCE Or' THIS PERM'T DOES NOT WAIVE Sub total-- 1 n 1-'S_n RESTRICTIVE COVENANTS. CONTRACTOR AND SUBCONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.Si PARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax J. SDC -- ' Total PDC;# APPLICANT OR ADEN — Y By I11 J 1Wri Receipt No ^ " ifl,r1 ` C Approved __--- ADDRESS PHONE 1 a r DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE �_— �� Contractor Permit No. S, -p/ .�!/ V Rough in -�— Fixture Y — Final — ,_ NEATINC Contractor — Permit No. — — Gas or Oil Rough-in — Final SEWER sinal DRIVEWAY Final — Storm Dr,tinagr ` (Rain Drainl final SirkvwlK Curb S Street Final ----� _. Approach_ BLDG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY -- CERTIFICATE OCCUPANCYFinal C_ 1_enrtscaping J _� I Zoning Final RU!L TING PERMIT APPLICATION Cor. TIG.ARD DATE�LS-/-1-L__, ,9 -79 c' 6 THE UI4JERSIGNE0 HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDIC TE BUILDERPHUNE ! OR AS SHOWN AND APPROVED IN THE ACCOMP,%NYING PLANS AND SPECIFICATW14#10- OWNERaHorIE�(�'>��-_ LOT No r WO L*2 S I-l2 P :7wNtF? h_ ThG. JOB ADDI�E55__-..►✓....�� _ C �wq IL R�` — v y ARCHITE ENGINEER ADOREs.iDESIGNER -� DESIGNERr- STRUCTURE _ IJNEW CJRF%InOEI. �ADOIrION _ ❑REPAIR ❑RENEWAL L.IFIREDAMAC-E ❑DEtdOLITICl JN ii ESIL'E^ICE COMM [:)EDUCATIONAL ❑GOV'T CIRELIGIOUS OPAT10 OCAR PORT ❑GARAGE Cl STORAGE❑5'_.:•8 ❑FENCE CrCL'Picy-, `_LQND USE ZONE OLOG rYPE.i --& FIRE ZONE._ PLAN CHECK BY HE,.T to ..:3 E WLE R HEIGHT NO RQ.-€ I ` . 9 r>Q�Q�oR00M5 '� YALUE3000 BIJIL^ r,INDEPARfbIE_NT SETBACKS FRONT T S S� REAR 9 LEFT SIDE AP RIGHIDE — Pe,r-, ln �/' 4V ---- --- - — _ I - THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING I Win Check (��,�`C� REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE .hORn WILL BE DONE IN ACCORDANCE WITH THE PLANS,:ND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE -- I-[ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB COi1TRACTORS TO HAVE CURPENT CITY BUSINESS r-za ? Tax (' LICENSE. SEPARATE PERMITS REnUIREO FOR SEWER, PLUMBING AND HEATING. �a SDC Total 1 3 - �Approved ADPLICANT NAG!T_rj_ _ — - Rere pt No Go - O � rl�'�RFSS — - -- SDC - $ SOt!01�tIW - C�Ip,- t34 t� PDC — s DD SEWER CONNEC I ION 'S lu Pop. 1.2?.71 SEWER INSPECTION SEWER SURCHARGE ,�.� comments : ?-I',S'.� J �_ ;p s .—��3°�' � , -�I g-�?•8� — 'It AI AIIN n1.11W. III If. VrruTLCTION DItORICT NU'I ICE OF FLANS HLVILW ix. ,. A VO. PDX 121, Tl1AI.AtIN, OR 91082 (THIS IS NOT A BUILDING PLRMIT) hFIONL IL09) 682 2801 Dullding._-Chevlron0 Service-Station -.- 15670 SW „Upper. Boones-Jerry--Rd---Tigard— N” ------ county_Was.h.ing.ton.--ocl.upincy__. ►MZFA I ut_- ArelillaCt--Cb-ey-r-on .IIf.Am.er1C3__.—.____Nt-w B10(i XI Addition ❑ Alteration ❑ Date Received - nwner 7-31-81 it� Attic_�,�._r /_��_ Fire Walls _r�.__ _Exita'r_� / _It AIN fL 11.El. T Slops TUT WIDIM S1:IIrs _'� C.LOIfl_\Iert. Shafts„H ` / LUBEC Sprinklers-_,X.�.. - /`YES /ApEA CUVo Alarm_.;r'_S.P.-1Nr: / 91YE M__ Lxt /. Det -- / -_ / Flo; _—� ,I.ConcCe0ingMtl___..Rnof.-mt,J_...__SU. Membe'Mt I/HCB GL A',ti �Ho..... --TYPE AREA CUV— Woll r(+vCH_CB&fflt1__ ' HCBbtntl._ Mr, rm encl.-m_.-_ Type flue.��,.�_-_lypeHtg.System Fuel_ t.'Li uiI The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admhlistei-A by this office. Iterns No. checked on the enclosed list are applicable.These items and any specially noted provisions must be incorporated Into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or ove�by this office or of noncompliance with anyapplicableregulations of local government. Tr REMARKS: This is a Fire and Life Safety Plan Review, predicated on the State of Oreqon Fire and Life Safety Code 1979 edition. 1. East wall required to be not less than 1-hour fire resistive ccnstruction. 2. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203. !-XAMINED BY Gene Birchill, Deputy Fire Marshal - COPIES TO:_.2�_ Tigard A) Gene--Birchil_l- -- ------- — -- __— — --- ------ 3c10 1F. ! 7a SCOPE OE WORT: PROPOSED LUBE_ BAY ADDITION Chevron Service Station No. 14.11 15670 S.W. Upper Boones Ferry Rd. Lake Oswego, Oregon 97034 July 10, 1981 Contractor to furnish all necessary labor, permits, equipment and materials unless otherwise noted, to accomplish the work listed below and as indicated on Plan Sheet #6. Chevron U.S.A. Inc. to furnish the building permit. All work to be performed in accordance with Chevron U.S.A. Inc. construction specifications, plans, applicable codes and ordinances, and as directed by Company Engineer. Scope of work, plans, and Chevron specifications are cooperative; what is on one appliPQ to all. Contractor shall verify dimensions, elevations and conditions on the site. Report any discrepancies found to Company Engineer prior to starting wort: in question. Work to be scheduled and performed as necessary to cause the minimum practical disruption with the operation of the existing facility. Work to be performed as follaws; General Contractor 1. All necessary excavation and site preparation. 2. Install new and extend existing piping as indicated on plans. Include new piping for future lift. 3. Remove existing fluorescent light fixtures from Foffit at south end of building. Give all lamps to the Dealer. They are his property. These removed fixtures may be junked or salvaged by contractor. Install new wiring and extend existing as indicated on plans. Install four new light fixtures. 4. Install foundations, retaining wall, new masonry wall, and all other concrete work indicated on plans and specifications. 5. Provide for security of existing building and its weather tightness at all times — until construction has been completed. 6. Fabricate and install new cabinets, shelving and tire racks. Include prime painting of cabinets and shelving. 7. Patch and overlay A.C. paving as indicated on plans. B. Perforin any additional work necessary to complete the job that is not the specific responsibility of the steel or painting contractors. 9. Clean up and remove all debris, etc., from the site at job completion. Steel Contractor 1. Remove existing south wall o` building. Provide temporary supports as may bc, r3quired. 2. Furnish plans, details, and install nFw steel lube bay addition in accordance with plan- and Sections B-1 and B-13 of Specification Sheet SP-1. 3. New glass and door locks to match existing. - 2 - Painting Contractor 1. Prime and paint new lube bay addition complete, inside and out. Include new cabinets, shelving, and tire rack. Paint adjoining areas on existing building damaged or otherwise needing touch-up due to construction. 2. All work to be performed in accordance with Specifications Sheet SP-1 and Chevron U.S.A. Inc. painting sp"cifications for service stations. Equi)ment to be furnished by --hevron: 1 - 12" A-017 Emco-Wheaton Fill Dox 2 - 1!96" Fluorescent Light Fixtures 2 - 2/96" Fluorescent Light Fixtures ll1 111111 1 jS -1- 14 ! 1 N�S ML\S O N ��( FJ V I l..D I►J6 1�(a L� f D1`' I c� WEC� O D 1 C-nJ N %rc-Lo w r L o o L. f QP,$ -- -- _ J•iTL v cT, f v P P o ( -Z 'J r � l 21O�leo � f S' e '�4 q � ?.� Gt,•�'— . 41 �LA- _ ►tib, �'I U k . STrcf�` ' .3t K�oS�1 0 , D IL l l/U I N C-KJ S T. ru4 n.c —. 4 L S P Lit`- U Q — o f }y r,,,� / g u CJ N � �,4, ULA � 4 � � J EJ-'i . Li - c�►s —� 1., � 4' e �'� 4�v IL LL . (C.- rj YOuN*DP�,-iLz. KooF �-, - 2r r Lub u,- 11 a 6 w CAL SUI I.. t YZG lloo V, R.� I 8T9- Ylr3e T-(' l C•-( N j fL Sri. F ft b I C T o J Iia-�.�1 ` y E_J J7 F--U c- -ru L-E- ��V i P (Lc+ P E-JL —1.�°*� LfLPr1, .J PP�IC'r' 5 ADDRESS 1 PERMIT NO. _ PERNI T CHARGE scone DsJ^;ER �_ � �.c�r r/ ) CONNECTION FEE ---�'��-o , 7 PAID BY TYPE OF" BUILDING ��-BYX�YI�C2C.�s�� DATE CONINECTED i�� StRt► ICE RATE I�dSPEC7�I0N FEE �'�O. n-o CONTRACTOR PAID BY DATE 51 `F OF CONNECT19,N ASSESSMENT _ PAID �_ EWIWIN >f Receipt #1870 � -� SEWER PERMIT N? 17594 UflinifSewerage Agency of Washington County CITY OF Tigard DATE 1/22/79 OWNER : fir. A. Ahlberg ( hevroni USA . Inc. ) PHONE : _. OWNER 'S ADDRESS: TYPE OF INSTALLATION: CXR BUILDING SEWER ❑ BUILDING SEWER AND SIDE SEWFR TYPE OF OCCUPANCY: ❑ NF.W ❑ SINGLE FAMILY COMMERCIAL [] EXIST. (PRIOR TO 7- 1-70 ) ❑ MULT. RES. C] INDUSTRIAL FIXTURE UNITS DWELLING UNITS 1 ADDRESS OF STRUCTURE : 15670 SLI Upper Boones Ferry Road PERMIT CONDITIONS: THE APPLICANT AGREES TO COMPLY WITH ALI._ RULES ANO REGULATIONS OF THE UNIFIED SEWERAGE AGENCY. WHEN CALLING FOR INSPECTION , PLEASE REFER TO THE PERMIT NUMBER . THIS APPLICATION E,'PTRE .S IN ONE-- HUNDRED AND TWENTY ( 120 ) DAYS. THE AMOUNT PAID WILL BE FOPFEITED SHOULD EXPIRATION OCCUR. FEES: PERMIT FEE $ 50. 00 CONNECTION CHARGE 600. 00 SIDE SEWER INSTALLATION _ penny L .ebertz _ ISSUED BY OTHER TOTAL $ 650. 0(7 �u YL )122 79 APPLICT DATE —� DATE. S :';1E SEJ�U!CE H1, T!ii, T. SEWER PERMIT N° 17594 ADDRFS.S OF STRUCTURE 15670 SW Upper Boones Ferry Road TAX MAP ?S_t 21[1 TAX LOT —1402 SYSTEM Fanno Creek LOT BLOCK OF _ ET Walden 1/22/79 - �,��..J�_t 1/2?/79 APPROVED BY DATE ISSIyED BY DATE D. U . 'S 1 REMARKS Owner to notify city when w begins. wv�_k CITY OF 11(37AFD 1 P.O. Box 23397 12420 S.W. Main Tigard,Oregon 97223 January 12, 1979 V'ofir. A. Ah.1,t�erg Chevron A, inc. P.O8 2.20 Sea. e, Washing Len 98111 e: 15670 SW Upper doones Ferry Road, Lake Oswego, 97034 Dear Mr. Ahlberg : Per your request, charges for Sewer Hook-up for the Service Station at reference addres- are: The area of . 221 acres = 1 DU at 'i-; 00. 00 Plus Inspection of 150. 00 TOTAL $650. OU I Upon recei.pt of above amount , we will mail you the Sewer Permit. Sincerely yours, �\ WV/ T. Walden, Building Official City of Tigard ETW/pl RECEIVED Tax Map - 25-1120 Tax Lot - 140 `�A� I CITY Ot !I(if!HU Par ✓', fc/ald esti —F1 Ke opt aa. !C yG,u 7Zr,✓ Uccr' row y � o r REF RE1 "L DfRAWINGS (!D WIRING PL�►RI.. ___.. _ SHEET' "B" PIPING PLA�I_E .J..�dL7�,Gt�1.�1N� _ SHEET "C' BUILDING PLANS,_- __ --- - - - - -- ----- By_ O7-;e ISTING ELEVATIONS SHOWN THUS. x (T3 \ �' I'lO►' Ta 1.aYl�,��tt �'iCs►i1 { //Lo 74! _ \ A T J I K------ STAND RO SERVICE STATION SPECS, SECTION YID PARY 6 TO BE �s- FOLLOWED IN TNIS CONSTRUCTION. r ' 4' B2As:j, Ole L EE T T E.I?_S "'J p rio b u c r -rA N k. s uAia s, 3•�5' _ (/P-htw/e 7q wAsr� ofL r-uF-L o1L 5<At'�S As �Ivp�cATr`Dr b T cu �- ! mow..—... ` { `� I I`\r�_ - .—� `—. • •• � .7�. ` , s/ - � pole SLE✓ 9c�55 �______� t4n ul /i �,/r \ A F' N _ __ 7 � o F�,.r �v mrd r� Pror Ede ori' G. ,.S�/9 �-,.- 4 9Z- •� FY�oir l ,\ yp N. 27 0. `)7 �\6 r 9.79 ~lop 3 0 91 011. _ , I ` ISBN 3 •�4 a 1 \>. _ _-93_. ( --- 93°� �," � .� .� .- - o 9 S 934714- F'1000 LT ♦1 r Q 08"06'40'E. 130. 00' � � FOR REFERENCE . ' 9d� A.0 Pry VED RO DIV AY , i \ C"i) C94 W Qe�c�i IW4" , GROUND QRADE PLAAN Cn I7 rArr t� ` r f S'S U�rl� �/l�Ir'" s i't'7l�"C71C9 � � xr• ,�C!C/C�/•/C ,{� �d 1'�Y l�IC..J l�/ �G �.tet" --- Property Line Incandescent Fixture Utility Pole ® Tres + '1k 1411 y �' � Blowoff Muffler ':� Stop Ji Miato Pit 5 STAN ARO ILII COMPANY OF CALIfOAN! cr, -•--xy�-••�—•- Fence Telephone �? Lift Contr�s � WESTERN OPERATIONS,, INC. ,� N D � TrolrRy Pole r Access Pit Q Lube Grease Bbl s. f$] Product Manifold {�♦ Air Mani .p -�" -' Elec. Conduit 0- flectrol ier o-- Guy Pole 0 Fill Box OF Floor Drain � Air Caspressor t Stub tip �, Cap 3 ,r� 0 ao Piping 1/2' Unless Street Flectrol ier '' �-- Deadoon O Manhole [..7 Mash Drain . _ __ ____ L�17 Air Tank .•-1! Air Outlet I et (3/8 Tipp. ' ,'.4how'n Otherwise �► A.R, Signal Switch C?►- Flag Pole + Stop Sign ® Sand i Or"s0 Trap M Mater Meter +-1 11090 1111 bb ' E ,` )0ctfbc Piin01 ® R.R. 'ig"Al Box •--• Posterboard Traffic Signal CE Catch Basin f SCAIF_� 'r cn r g [ ] Heater Air\S Mater Dispenser 448h Bolt G " ' Q Ta t.I 4b r,,,+ ll�: �I 4 _=� s L DATE P x T11�orea�CeA:t Fixturo , ® Chevron Fire Hydrant tSlgl waste Oil Sump` [ ] dvorh0ad !feel R Alt & Mater 0,dsPonpor 111 V 1 � iV 5 NO", C R. OAT( ----+.. ,. ..rrrrwirr.rrwr.�. ' • . .�r..it � .• _ ;fir .SetR � ��;_ !�'y��.'4�"�"�1'. n .�ot:,:.�tia, .ye.,,.e,.r:.,,..«, t_•�,....-.. .__ ,,1!!,r�Yl�l�'+4M� $��!'' �+,.: '�r :;r ' a�?"1'�"F`�l1R�Ml 1RA1�I4�. :af -„,,�Id1s'�ll��1MiiIIRrA�� ' tjl il<irill Ili iii 1w ill ill II I1T III Ifi l h 1�1 �ll 1 111 Ilt 1� ill I) Ilt ili�lll f� III Ill Ill 111 111 Ill Ill iii iii iii Ill iii {ll Ill 1l1 iii iii 11� �{1 1�1 - I I I IT I I I I 11 I 1 1 1 1 I , i NOTE: IF THIS M ICROF I LMF D �- -` I 2 3 4 5 6 7 - 8 _ 9 10 _— i l i - 12 DRAWING IS LESS CLEAR THAN THIS NOTIC&i.-IT IS DUE TO TNF QUALITY OF Tif ORIGINAL DRAWING. _ - ---- -- — OE 62 92 LZ 92 S2 1rZ E2 22 12 0z 61 81 Ll 91 61 tY I E l 7.1 11 01 6 0 L 9 S tr E Z t"•”" r►uhlnlnnlunlnnlu�11n111nu1111�nnIInllnttlllalaulu4t61��11t+11au1ni111uthl�I�tndnttllll►Ilt�tlnni111101u111ullutlluh! Imlutl�nulunlnnluu�ul�Ilul�Imllu1�u1111w��llull:nllnllnulml�lml>Ibu��Mlt�uliluuWit1�11t��luhit��tililmt.� s MAY 2719 2 P __. -.-........ ...-... _..+.I.• -" -. gyp ...r. - -. ... ..-J -. : - JL - L , _I MIN. DIA. DOWNSPOUTS TO SPLASH ON GROUND. F I d \ K 1 C . P L I I ` \ TANK GAUGE `STICK �C C T�I(,•�-� I s,� �, I N TANKS. `� SEPTIC TANK b DRAIN FIFLD. Int DP.YWEL � GENERAL LANDSCAPING NOTES EST. LOCATION OF S E WE R TAP '' PLABT MATERIAL: All plants shall be the name and variety shown on plana. Plants must be ball-rooted and free from insects and diseases. See plant rlegend for sizes, number and/or correct spacing required. PLANTING MIX: Soil material. in planting hole shall consist of 25% aged weed-free, steer manure, 25% nitrolized ground wood bark or redwood sawdust, C-X CT LVim'"%c v t"n and 50% top soil well composited and thoroughly mixed. If nitrolized bark or Air - \ sawdust is not available, add 4-1/4 pounds of hoof and horn or blood meal per r - \ yard of mix. i•— .,� I-_ —_ ��--- \ y TOP SOIL: Top soil should contain sufficient organic matter to sustain plant -r1 �� - \\ growth. f _ ('' r ea s lir,'c� Il!�ter� s.°A<r i �� ;' P�<-"' PLANTING: Planters are T.o be backfilled with a Vinimum of 18 inches of top ! 2 rr t'ct1^•r P 1i� U ��agxr 1 r, soil. The general contractor is responsible for any excavation required, The N IMO, llLaif T ,. sr k �' ---r finished level of the plant bed, including settling and mulch must be 3 inches �---� 'R �`�, �-` below the to a of the planter. �] �N01 rvatcn t P � 4",SaJ;I �_. J � � ( I . ...0- - _ ;Di�•tnking /ounfair. - ---� I !L'rilfa! heu!cr r tel','-•;.w ' , 7G ro drywell, a,.�. - \` Planting holes are to be twice the diamr.ter and depth of the root a \ balls. Back fill with planting mix; tamp; and wash mix thoroughly around root ball. Previous Previious planting mark on plants must be level with top of plant bed. dg of soil out from plant base V: contain water. GAL ;►"r All trees and tall shrubs must be well p6dded and staked securely 4. ` 4. i ` ` with 2-inch by 2-inch redwood stakes. _ t ` .... NOTE: Do not plant on hot, dry, or windy days unless } ��✓� authorized to do so by company job engineer. ra5re Ott- I /4 i�60,p�r _-'y� // �. \ � , _ CLEAN-UP: All of landscape contractor's debris is to be removed from site. < br•!!ri-�yer� �, �� Planting areas are to be hand-raked to a reasonably level grade. 4" Ivc ^r 1 7 ) MULCH: After raking, cover exposed planting areas v th 3 inches off' either redwood bark or chips. NA. p '� MAINTEXANC The maintenance and insurance of adequate watering of each plant I I ` I - --- C shall be the landscape contractor's responsibility for a thirty-day period tam following planting. GUARANTEE, Shrubs and ground cover that die within thirty days, and trees that die within six months, because of contractor's negligence, must be replaced by (� r contractor with plants of like size asci type. 5�� PLANT LIST --�-•- - �c .J �. \ KEY NO. BOTANICAL COMMON SPACING CONTAINER NO. REQD. NAME NAME SIZE -- -- _.,� S. 08006,40"E, 130. 00, --- ' u A A4 • ` L A e- . � ,• •.' !� �(�j`ii i� J rrG•�JTIf'�._ ..'/�,'r � v. .,trl..�. �^i i•, ._n r�i� ��Liy' � �L. _ -�� 1 �•� ri%1TG.l LUG�L.��rl/��r;�.��f ,i��friL�� .C. , ,'v. FOR REELENCE ' NI�•1 iii. LANDSCAPING Y PIPWIG PLAID C 0,11?PA ti' Y OFFRA T FIS S.S. 1.411 -- Property Line + incandescent Fixture 0 Utility Pole 0) Tree (1 Blowoff Muffler CE) Stop A Waste Pit .4 Lift Controls C' STANDARD OIL COMPANY OF CALIFORNIA ;,, ----x x-- Fence H Telephone d Trolley Pole 0 Access Pit � Lube (crease Bbls. aj Product Manifold ice+ Air Manifold 4 WESTERN OPERATIONS, INC. -' Elec. Conduit I -♦- EIectrolier 'iuy Pole ® Fill Box Qr Floor Drain fM Air Compressor C— Stub Up A Cap n 3 , Piping 1/2' Unless N Street Electrolier �- Deadman O Manhole CTO Wash Drain Ar Air Tank •--1 Air outlet (3/8' Typ. ) --- --- - Shown Otherwise R.R. Signal Switch El - Flag Pole � Stop Sign fW Sand A Breese Trap M Water Meter � Nose Bibb SEWER CONNt-CTION 2 ER V7J SCALE '•�' = 10'-O" Electric Panel CE R.R. Signal Box ►—� Posterboard Traffic Signal CU Catch Basin C!+] Hpateor Air A Water Dispense. A Cash Box C(JJc�c� - '' I �. = f C.7��. ..,; �- ,�`s f il,.I l,T ,.. �.� D e r E /U x/'(.,•�K. -�7 Fluorescent Fixture Chevron 4p Fire Hydrant ! ] Waste Oil Sump CEJ Ovarhead Reel � "Air A Water Dispenser i R V I S I O N S NO. GR. DATE DR. -12 .__--_AP. .r___r1_ s� r r• _ ,.. .,�.. '.%sa_:-_.�..a:.—h.�i- .1„r• OAW n.� ... �-3,rdM,t..wc,�.,-::..�.�,:+. —. - - - r IIr 111111 6I1111111I1111i1�1�1lIIIIiji11I111I111I111I111�111I1 II II111�tI1I11 �IIII1) IIIIIIIIIII�f� (IIIIIIII111I1111111I111IIIIIIIIIiIIIilililllllllltillflllllll�lilill�llilltrliIi1 NOTE: IF THIS MICROFILMED I 2 3 - 4 5 7 8 9 l 0 I I 12 DRAWING IS LESS CLEAR THAN � � — THIS NOTIG6s--17 IS DUE TO THE QUALITY OF TI-E ORIGINAL_ ► n DRAWING. -- - _ -------- OE t3Z ez 1z 9z Sz Az C Lz 12 oZ of Er, 11 A} ' -o1 tYl f."I 7.1 II 01 8'''1'' R L 9 's--J� 4 EI--- Z 11SON6" ►lIIl1!IIIUIIunlulllln11nf1luulUl{�IIII�IIItItINlllullull�w�ut�l,In��uuI11U�HIlII111�1�111tI;II1111,1111filIII1Iu1111111I1111INHI1111hiloll IIIIIIIIIIIIII II[IIIIIIIIIIIIIIIIIIlilI1111� 1 uIlIIIl1IIIIlItI11II111Illll�lllhllWillllUlllillhll!l�hIIIIIIIIIIII,�iW�lll1 -- – No& MAY 27 1992 -