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A2 (ON ROOF) I A-2 I �A � � I I ON ROnF I I A_4C-27I I I � A-R � I C-18 I PHOTO-CELL t�l � I I I I I I r PHOTn-CELL �Z BYPA55 (FOR I I I I � I ( I I I � � MAINTENANCE � I I ' I I B��ASS (��R TRGUSLESHOOTING �_� I I - I I - � I � `1AINTENAN('F ONLY) I I T T T � I I' T T i I L,--� TROI�BLECH(IOTIV� b o b � o 0 orrtr> � --- � �--�� EXTERIOR BUILDINr � --� � r LI.HTS - fASOLIV_ I�LANU LI�NTC pOLE MOUNTED FLOOD LIGHTS POLE SIGN GASOLINE DISPENSER LIf,HTS RL'ILDINf CI�V PNOTO—CELL/ CONTACTOA SERVICE CONDUCTORS A B C N < < INSULATED CROUNDING WIRE GROUNDS X� �\ ONLY AT SERVICE GROUNDING TERMINAL (IN MASTER SWITCH PANEL IF USED. OTHERWISE IN�PANELBOARDS 'A', 'B', . AND 'D'.) ' SERVICE ` EQUiPMENT BUS A BUS C SOLID NEUTRAL ' GROUND BAR � PANELBQARD ^—�. TO ISOLATED GROUND RECEPTACLE ONLY INSULATED GROUNDING WIRE HILL SE FASTENED TO ONLY THE GROUNDING TERNINAL OF THE ISOIATED GROUND RECEPTABLE, IT SHALL NOT NAKE ELECTRICAL CONTACT.TO ANY CONDUIT, "J"-BO%, OR ANY OTHER ITEM IN CONTA�T T'0 TyE COI4tON GROUND. 9 INSi7LATED GROONDING WIRE DOES NOT CONNECT TO GROUND BAR IN PANELAOARD UNLESS IT IS TNE SERVICE GROUNDING TERHINAL. (REF: NEC 250-74 EX 4) ISOLATED OAOUND 8CNEMATIC PHOTO CEII BYPASS SMITCH 1 �� r� 1 MAIN SMITCH- PANEL(If USED) C.T.'S 400A H.D. SAFETT SNITCH Fl1SE5 : 2-350A CUISS J 1-200A CUISS J 200,000 AIC M SEE NOTE A SERYICE: 120/240V 30 4 YIRE 60HZ (SEE ACCOMPANYING N07ES FOR 120/208Y HYE SERVICEI NELBOARD A o/zao v i/ NIRE 6�iZ SA 40P IN BREAKER ,000 AIC E NOTE B �� � � � PANELBOARD 6 PANELBOItRD C � 240Y 3� I �2�/240V 1p � 3 NIRE 60H2 3 51IRE 60HZ 6'-0' 225A 40P i��LINE ONLT AFF. MAIN BREAKER 150A 30P MpX. 10,000 AIC I MAIN LUGS e 10,000 AIL SEE NOTE B ' SEE N�TE C � WIRENAY CONTACT RS FDR PHOT CELL COA7ROl OF OUTDOOR IGHTING WIRENAY MAIN SNiTCH- ��NELBOARO D PANELBOARD A PANELBpARO 8 PANEL(I� USED) 400A H.O. 240Y 3p 120/240 V lg 12D/240 Y 1D C.T.'s 3 WIRE 60HZ SAFETY S4iTCH 3 MIRE 60HZ 3 HIRE 60F:Z ppSA 40P FUSES: 225A 40P Z25A 40P �IN BREAKER T 35 MAIN BREAKER MA1N BREAY.ER PANELBOARD B l20/240 Y lA 3 NTRE 60HZ ?25A 40P �lliN 9REAKER 10,000 AIC S[E KOTE B CONTA�TORS FOR PF TO f.ELL CONTR L OF OUT LI6HTING SERYILE 6ROt1ND � � � - OA CLASS J 10,000 AIf 10,000 AIC 1-200A CIASS J 10,000 AIC 200,000 AIC RED RED RED ^ SEE NOTE A SEE NOTE B SEE NOTE E: SEE NOTE B JACKET JACKET JACKET $ENSOR � � n I I n ' I RELAY RELAY RELAY GAU.,E � J+` U L_i `�' `PHOTO CELL BYPASS SNITLH� iN0 SUBSTITUTE) �� � � Thir portian m°f vv�oek to be suppBied by GA.SOLINE �ON`TRACTOR D18TFlIBUTION PANEL�OPTION 1] 120/240 v 10 6 HZ 150 A`tAI;3 BREAKF.R 3 wiRe P A N E L 0 O A A D C I�,��� �I� NOTE: FF.D Y LOCATTON BKR A C CKT A C BKR I.00ATION SUB-PL?1P ?+1 2-15 250 1 2 NEUT — I-15*� DTS�FNSER (TS0I.ATED �'�D) " — ?5� 3 4 � 500 �� � " �� " NF.11T — S h KEUT — 1-IS* . DISPF:�SFN (YSOLATF❑ ��`:P) SCB-Pl'"rP ;t2 2-IS — 25Q 7 R — 500 " �� " " 250 — 9 10 NEL'T — 1-IS* DISPF.hSF.R (ISOI.ATF.D �tin) �� — NEUT 11 12 � — 500 �� " " StiB-PUMP /t3 � 2-15* 250 — 13 lv — SPACF " — 25� IS 16 — NEL�T I-15• CANOPY LIGNTS (VERIFY) �' NEl'T — 17 1 A t non — " „ — Iq 2� — SoACF. CAS •�: •� t-15 - 500 — 21 22 NF.UT — 1-IS* INTERCOH — \i:CT 23 24 — 25� " — 25 26 — SPACF DISP LIGHTS* l-t5 — 27 2H — VECT 1-15* CONSOLF. (ISOI.ATED CROtiN ) " �F.UT — 2q 30 15� — �� rt�i.i �ov�vecTFr��tr�..�u: ��t�,�sF� :� _ �snn t�„r_r-:�����s �ti:ti�r' � _ �;nn c�,t r-:rt�� �__ �-�_1 REO JACKET REIAY PANEL90AR� C I 120/240 V Ig I RED 3 WIRE 60HZ JACKET �GASOLINE ONLY} SENSOR GAUGE � RELAT 150A 30G � MAIN LUf,S 10,000 AIC I �ACKET SEE NOTE C I RELAY SERYICE GROUND � � � DIBTFtIBUT10N PANEL (OPTION �� � � 6'-0" AFf. nax. ELECTRICAL , __t�-�� . .. _�- _Y . -- �--" -i -+ r +-�- �_.- ,��1�-+-L-�-` . _ ' '�. . �� . �i--+-rrt—�� �--'r—�_ {� _ -�� r-�_i--�_� r._, i --L7� � ,-•-�;- _ �-� , � ,.--��� - � � ---'�-'�- �_ —�— ���+ ���Q' __ . .�_ _.� _. � � � �. T _. �. _ . _ _ __ Y �---r _.�_--__. .-��~-�- � - -f�F38.1��T-� - �-�V A�.- 8 a �--f #� 0a5 - aF � 16Ai�8- - - - - -��-- � ncac�oe-.vcri�l-•-_- - -. _. _ - - - ...._ � �� -BL4�Fs - - _ _ �_r_-__ _ J�S.'_ . r�..,`*.,.yiL� � -6!�&i�- ~=- - - -- _ __ T� _ _ .-. � � ____._�_Y��_ -.� ._ _ _ _ . , _ ____ . ___ _ *_ 5.6 Where specified, galvanized pipe shall be Schedule 40 galvanized steel with 150 p.s.i. galvanized, banded, maleable iron fittings. All threads must be clean cut and made up with a pipe joint compound certified for petroleum use such as Permatex ��3. All exposed threads must be coated after air testing for corrosion prevention. PART I GENERAi ],.1 Owner: THE SOUTHI,AND CORPORATION 1.2 Contractor: Gasoline Installation Contractor 1.3 Correspondence: Address all correspondence to The Southland Corporation address showr, on the Solicitation Proposal (form 8200014). 1.4 Drawings: Contractor shall verify all existing conditions and be responsible for the accuracy of all dimensions, lines and�grades as indicated in plot plan. � 1 S Bids: Contractor sha11 submi[ bids in triplicate on the Gasoline Installa[ion Bid and Estimate (form 8200051). Owner reserves the right to reject any or all bids. � 1.6 Contracts:� Contracts with the sucessful bidder will be executed on Construction Agreement (form 4400157). Contractors must be familiar with general conditions in this farm. 1 J I3arranty: Contractor shall warrantee workmanship and materials for - a period of 1 year (12 months) for all damage caused by defective work or materials. � 1.8 Insurance: Contractor shall assume and indemnify and hold harmless, the Owner for and from any and all liability, loss and expense (in- . cluding Workmen's Compensation) resulting from loss of life or damage or injury to person or property (including employees of either of the pazties hereto) arising in whole or in part bv reason of or in any way resulting from operation under his contract, whether such operations be by said contractor or by sub-contractor of anyone directly or indirectly employed either of them. The Contractor shall purchase and maintain contractors liability insurance, written for no less than any limits of liability specified in the contract documents, or required by law, whichever is the greater. � Any other insurance requiremen[s in the State of and�/or the requirements of any labor governing body are to be included under this heading. � 1.9 Equipment Responsibility: Contractor shall be resoonsible for receiving, handling, an3 storing all equipment and material furnished by Qwner. Such equipment shall be protected properly. If shipping destination other than job site is desired, contractor shall so state in his bid. I.10 Insoections: Periodic inspections to be made b�� Owner's Representative. 1.11 Superintendent and Supervision: Contractor sha11 have a competent superintendent, present on the job during the progress of work and such assistants as are necessary to insure careful and efficient supervision of the work and who shall be authorized co represent contrac- [or in his absence. 1.12 Liens: Contractor sha11 permit no liens of'any kind to be fixed unon or a�ainst tne property by its laborers, mechanics or materialmen, and shall indemnify, protect, and save Owner harmless from and against all such claims and liens. 1.13 Payments: Payments will be made per payment schedule in Construction Agreement (form 4400157). 1.14 Alterations: Owner reserves [he right to make any assitions or deletions necessary. Cost to be�determined 6y unit cost in bid form or, if necessary, negotiated. 1.15 Clearing: Contractor must remove all structures, foundations, driveways, trees, �etc. which would interfere with the construc[ion � improvements indicated by the plans. 1.16 Clean-up: Contractor must remove all construction eGuipment, de6ris, dirt etc. from premises upon completion of the job. PART II SCOPE 2.1 2.2 2.3 2.4 2.5 2.6 2.7 The work under this Section of the specifications and the aconpanying drawings shall include all excavation, shoring, material, labor, accessories, testing, back£ill, equipment and inspections necessary to provide a completely operating and approved product dispensing system. The installation sha11 be in strict compliance with all local, state and federal governing authori[ies having jurisdiction. If a conflict exists between the contract documents and iocal codes and regulations, the governing codes and regulations will hold precedence. 'The installing contractor shall pay for and furnish all permits recuired to do the work. He shall schedule, coordinate, and provide a11 test equipment, labor and�services required by the governing authorities to secure an approved installation. The installing contractor shall schedule and coordinate start-up by Factory Authorized Representative of the fuel dispenser manufacturer. Disnensers should have approximately 40 gallons run thru each and strainers cleaned before calibrating and installation of leak detectors. After calibration notify County, Citv or State Bureau of Weigh[s and Measures, whicrtever has jurisdiction for testing. The drawings show the general arrangement, directions and sizes of equipment and piping. It is not intended to show every offset and fitting and every structural di£ficulty that mav be encountered, but the Contractor shall furnish and install all materials and perform all labor necessary to make complete working systems readv for use, without extra charge to the Owner. A11 measurements shall be verified at the site. � � The Owner will pre-purchase specific eGuipment to expedite deliverv. These pre-purchased i[ems along with accessories to be purchased bv the installing contractors will be listed in (form 8200051). The pre-purchased items will be assigned to the successful installing subcontractor to�provide a complete ooerating system. - Before submitting the bid, visit the job site and make a phasical inventory of all pre-purchased equipment. In the event of a conflict between the actual inventory and the con[ractor drawings and specifications, or a deficiency in components reGuired ior a comnlete operating system, the Bidder shall notify the Construction Manager in wri[ing before submitting his bid. After the award of the contract, no claims wi11 be considered from the Bidder of not being able to estimate properly the entire cost of the work. PART III EXCAVATION & BACKFILL 3.1 Permits mus[ be in hand before starting excavation. 3.2 If paving must be removed, the perimeter of the tank hole and all trenches 3.3 3.4 3.5 3.6 3.7 must be cut with a concrete saw. NOTE: Concrete to be cut two feet beyond edges of tank hole in all directions in order [o give proper support to new slab to avoid settling. Dimensions, vertical walls and square corners should be held to close tolerances to minimize excava[ion, haul off, backfill etc. and to insure adecuate backfill material on all sides of tanks. Fer proper dimensions for steel and fiberglass tanks see details on page two. If rock, water, or underground hazard not�indicated on soil test is encountered, [he contractor should contac�[ the Construction 'tanager immediatelv. Additional costs for rock excavation or well pointing should be discussed at this time. Lt is the contractor's responsibility to protect the tank hole and and trenches at all times from drainage of surface water and to keep [hem barricaded for safety. It is the contrac m r's responsibility to determine need and install any s-horing needed to provide safe wQrking conditi.ons for (Jwner's and Contrac�o:'s emnlo«ees. Al1 backfill material must be pea gravel witn particle ciameter sizes not less thaa 1/4" or more than 3/4" or an equiv2ient m2terial aoproved cv th2 Tank ^tanufacturer and 1oca1 au[horit_es. 3.8 Provide a minimum 12" depth of approved backfill bed over entire ho1e. 3.9 After�tanks are set, an additional 12" layer of backfill (same as 6edding) should be place evenly around tanks. Backfill must be compacted on all sides of tanks and fill a11 voids under and around tanks. Repeat �his procedure with an additional 12" layer of backfill. 3,10 After completion of these steps, backfill can be brought to desired elevation without additional compaction. � , 3.11 Tank burial depth of other than specified on drawings shall be determined by Qwner's Construction `Ianager. PART IV TANK INSTALLATION 4.1 Tanks must be fiberglass reinforced polyes[er (FPR) or steel tanks with STI-P3 corrosion control system (verify type with Owner's Construction Manager) and must carry Underwriter's 1a6e1 in addition to any other labels required for 1oca1 approval. (Aandle per manufacturers specifica[ions). 4.2 Tanks must be pressure tested at 5 P.S.I. before being set in the hole. Tanks should hold pressure for a minimum of one (1) hour or whatever period is required bu local fire code. Apply a soapy solution to all seams and fittings. Any connections found to be leaking shall be made air tight prior to backfill. 4.3 Backfill material must be clean, non-corrosive porous materia L For steel tanks use washed sand, free of�clays. For�fiberglass tanks, use the material specified by the tank manufacturer, usually pea gravel. 4.4 If anchoring of tanks is required due to local regulations, it should be done to conform with those regulations, and shall be done in accor- dance with manufacturers specifications. a. Anchor points should be no more than 4.5 feet from the center line of [he tanks. b. If a concrete slab is used, a minimum of twelve inches of back- fill must separate the tanks from the concrete to prevent cor- rosive effects. c. Steel tanks must be.electrically isolated from the anchoring straps. This is usually accomplished by placing sections of rubber tire between straps and tank. d. Fiberglass tanks should be anchored wi[h fiberglass straps available from the tank manufacturer. These should be placed over [he ribs designated on the tanks manufacturer's specifi- cations. Straps by Owner. � 4.5 Before [he [anks are placed in the hole, a bedding of the 6aekfill material should be spread in the bottom of the hole (6" depth for steel tanks, 12" depth for fiberglass tanks). 4.6 Tanks should be set in the hole using the lifting lugs provided on the tanks. Tanks should never 6e rolled or dropped. Tanks should be placed in the hole so that a minimum space of one (1) foot exists between tanks and 6etween each [ank and all sidewalls of the ho1e. ('hoo foot spacing is required for fiberglass tanks). Slope tank 2" to 4" toward end with £ill pipe. 4.7 After tanks are se[, the hole should be backfilled to the level of [he top of the tank. Sackfilling operation should be carefully supervised to insure that proper 6ackfill material is used below, around and above tanks, and that the backfill is properly compacted to avoid later se[tling. . 4.8 Tanks should be filled with ballast as soon as possible to avoid problems that might arise from a high wa[er table. This is usuallv done with the product that will be stored in the tank, but water can be used as an alternative. When water is used, the installation of submerged pumps should be deferred until after the water has been removed. Cost of water and removal by Contractor. 4.9 Tank burial depth if other than they show on drawings shall be deter- mined by Owner's Construction Manager. . 4.10 Barricade open excavations made as a part of earthwork operations and post with warning lights. Operate warning lights during hours from - dusk to dawn each day and as otherwise required. . 4.11 Protect structures, utilities, sidewalks, pavements, and ot6er facili ties from damage caused by set[lement, la[eral movemen[, undermining, washouts, and other hazards created by earthwork operations. 4.12 Prevent surface water and subsurface or ground water from flowing into excavations, and flooding the project site and surrounding area. 4.13 Do not allow water to accumulate�in excavations. Removerwater fnom excavations to prevent softening of foundation bottoms, undercutting, footings, and soil changes detrimental to the stability of subgrades and foundations. Provide and maintain pumps, sumps, suction and discharge lines, and o[her dewatering system components necessary to convey the water away from tbe facilities in a condition satisfactory to the Owner. PART V PIPING 5.1 5.2 5.3 5.4 5.5 All product piping and specialties shall be installed in strict accordance with the manufacturers instruction and state and local codes. The drawings are diagrammatic and the final arrangement of the work shall suit field conditions, the characteristics of [he materials used, and the instructions of the Cons[ruction Manager. Verify all dimensions in the field. Access and clearances must be provided and maintained for the proper operation, maintenance service and repair of [he work. Locate, iden[ifv and mark existing underground utilities in the area of work before starting eaz[hwork operations. If utilities are to remain in p.lace, provide adequate means od protection during earthwork operations. Should uncharted or incorrec[ly charted piping or other utilities 6e encountered during excavation, consult the Construction Manager immediatelv for directions as to orocedure. Cooperate with the Owner, and public and private utility companies in keeping their respective services in satisfactory condition. - Piping below grade shall be U.L. approved and labeled fiberglass reinforced epoxy piping and fittings installed according to manufao- turer's speciiications. Fiberglass pipe can onlv be used underground. The above ground portion of.vent lines roust be galvanized nipe as required by the National Fire Code. Galvanized pipe shall be connected to fiberglass pipe one (1) foot below grade. The pipe material, including fittings and adhesives shall be Red Thread II series as manufactured by A.O. Smith Inland Inc., or Dualoy 3000/L as manufac- tured bv CIBA-GEIGY. The successful Bidder, if not familar with this piping sys[em sha11 secure ehe services of a tactory trained representative to instruct the installed personael in the proper pipe preparation methods and its installation. Vent lines and vaoor return i.ines ma7 be galvanized pipe if aporeved ?�v the local cede. 5.7 Vertical risers from tanks for fill pipes and vapor recovery adapters must be a four inch diameter�pipe. 5.8 Possible breakage of underground piping and vent lines, or the loosening of pipe fittings resulting in product leaks, will be minimized through . � the use of swing joints. All lines must have swing joints at the tank end'and at the island. � 5.9 Do not interrupt existing utilities serving facilities occupied and used by the Owner or others, except when permitted in writing by the Construction Manager and then only after acceptable temporary utility services have been provided. . 5.10 Demolish and completely remove from the site underground utilities indicated to be removed. Coordinate with 1oca1 utility companies for shut-off of services if lines are active. S.11 Covey water removed from excavations and rain water to collecting or run-off areas. Do not use trench excavations for site utilities as temporary drainage ditches. � 5.12 All product and vent lines must slope up from tanks a minimum ef two inches in ten feet with no sag or traps. Lines must be in trenches with a minimum of six inches of 6ackfill material on all sides. (Same 6ackfill material must be used for lines as is used for tanks). 5.13 Submerged pump, fill pipe, and vapor recover� adaptor must be located - at tank openings as shown on Drawings. 5.14 Fill pipe must have submerged fill tube. Vent lines must be galvanized pipe and extend 4' above roof of dispensing island, or 14' above grade. 5.15 Fill pipe and vapor recovery risers should be cut to the proper length so that they will b� within six inches + two inches of the top of the manholes. If they are too deep the transport drivers will not be able to get their equipment properly attached for a legal delivery. - 5.16 Remote pump shut off valves must be installed on the product lines under each dispenser and secured to the island pump box. These valves must be installed with the shear section at 0" to 1/2" below the top o£ the island. � 5.17 After all piping is complete and prior to backfilling, all piping � should be isolated from the tank and tested with 75 p.s.i. for a period of at least one hour. All joints and fittings should be soaped to check for leaks. 5.18 If submerged pump riser is to be lengthened the proper 4" thinwall riser as•produced by manufacturer must be used. . 5.19 A11 valves and product handling equipment shall be as shown on equipment list. 5.20 Four sample we11s at all corners of tank hole, connecting two with horizontal pipe are [o be installed. Sample wells are to be positioned in the hole prior to placing the bedding material and supported to remain verticle during backfill. Bottom of sample well is to be 12" minimum below the bottom of tanks. Top oE pipe to terminate in 12" diameter fillbox. Slotted sample wells shall be furnished by contractor. PART VI CONCRETE � 6.1 All concrete shall be ready mix to attaiq a minimum compressive strength at 28 days of 4,000 p.s.i. with a minimum of 5'� sacks of cement�per cubic yard of concre[e, use only potable water to produce a four-inch maximum slump, a one-inch maximum coarse aggregate size, and containing approximately 6% air entrainment. 6.2 Cement shall 6e Portland Cement conforming to ASTM C-150, Type I. 6.3 Fine aggregate shall be clean sand, coarse aggregate shall be washed gravel or crushed stone, with both co�forming to AST"I C-33. 6.4 Air entrainment shall be accomplished by use of an admixture conforming ro ATSM C-260. � 6.5 Form shall be built to panel shapes and dimensions and set to elevations shown on the drawings. Provide firm support and bracing of edge forms and [emporary screeds so that movemen[ is prevented during concrete placement and strikeoff. Take care to accurately construct and set forms for keyed joints. 6.6 The subgrade shall be in a moist condition prior to placing concrete. Deposit concrete rapidly and as near to its final positions as is practic- able without segregation of materials. Pouring operations shall be contiuous until each section is completed so that iresh concrete is always placed on plaseic concrete. Consolidate concrete thoroughly with vibratory strikeoff or internal-type vibrator. 6.7 Carefully strikeoff slabs to the elevations and contours established by forms and wood float to a dense and uniform surface thai is a true plane within '," in 10 feet. Provide a lightly broomed finish for slabs. Tool a11 slab edges and nonsawcut joints with a i;" radius. 6.8 All concrete shall be protected from a too-rapid loss of moisture during the curing period by application if a chemical curin compound spraved-on uniformly immediately after finishing, according to manufacturers rec- commendations. Curing compound shall be "Clearbond" as manufactured by Guardian Chemical Co., or approved equal. 6.9 Install 1" x 6" redwood joints around perimeter of slabs. 6.10 Slab over tanks mus[ be (�" concrete slab with (�3 reinforcing bars at 18" o.c. each way on 2�" s-addles. . � 6.11 Island slab must be 5" concrete with 6/6 x 10 welded wire mesh reinforce- men[. 6.12 Reinforcement must be inspected 6y Owner's representative prior to pour. YART VII ELECTRICAL 7.1 A11 wiring must be in compliance with ehe National Electric Code and all 7.2 7.3 7.4 applicable codes and restrictions. All conduit must be rigid conduit with threaded fittings with seal offs where thev exit floors.- Conceal all conduit under slabs or in walls. Use Shielded cable only for intercom installation and "TW Geotrol" gasoline and oil resistant wire for all exterior i.nstallations. Wire sizes and colors as.shown on equipment drawings. � lnstall submerged pump control box as shown on pians and wire per manufacturers specifications anti as close as possibie to electrical panels. 7.5 Furnish one separated 3/4" conduit from electrical panel box to each dispenser. Furnish four 3/4" conduits from panel box [o light poles or canopy column for lights, intercom and card acceptor. Furnish one separate 3/4" conduit from each su6merged pump to pump.control box. Furnish one 3/4" conduit from electrical box to gauge manhole loop at each gauge manhole in watertight junction box. Furnish four 1/Z" conduits from electricai panelboard to sales counter- console date - intercom - gauges - A.C. for ccnsole. Furnish one 3/4" conduit to gas sensor pipes. 7.6 All canopy or pole lights must be 400 W super metal Halide with drop acrylic 1ens, white finish, 240 volts equal to: �7_p�-y��y.�pj- qGE 7Al,llt. 7� F'hiteway - Riviers j� �'�`�� ���la C�1.16i2pI.M.1 (J�`rHT-�a �V�`� a L.S.I. - Masters � Elsco - Fransiscan � 7.7 ?anelboard shall be equal to "square D" load ceoter panelboard 30 pole, 120/240V, 1 phase, 3 wire 150 AhfP main lugs with cover door. 7.8 Isolated ground outlet shall be equal to 'Bryant" "5261-IG 2 pole 3 wire - 15A 125V single isolated ground receptacle wi[h ivory cover plate. i.9 Dse only thermal magmetic breakers with switched neutral as manufactured by "sGuaze D" or equal. 7.10 All dispensers and dispenser lights shall be connected to the same phase. Dispenser lights will be switched by photo-cell/contractor assembly. 7.11 All circuits shall have an individual grounding cor.ductor (i.e. the conduit shall not be used as the grounding conductor). 7.12 idhere required by code: remote trip (mushroom switch) use 2 pole 50 AMP breaker with shunt trip in panelboard "A" to feed panelboard "C". 7.13 Conduit for data wires from gauge and gasoline sensors must be connec[ed directly to gauge and sensor boxes withou[ going through raceway. 7.14 All conduits terminating in or passing through a C1ass 1 haaard area (i.e. gasoline) shall have an approved seal at the first fitting after emerging from the concrete (NECSl.4-6). - PART VIII ISLAND FO&*i5 ' 8.1 Use pre-fabrica[ed metal pump island with pump boxes to secnre shear valves. 8.2 Install safety posts and light pole footings as shown in details on page four. 8.3 Provide anchor bolts to anchor dispensers. 8.4 If canopy is to be installed, install footings per manufacturer's specification and provide for drainage through side of island roward low side of property. 8.5 Island to receive smooth, two steel trowel finish. 8.6 Pump boxes must be kept free to concrete overflow. 8.7 Paint island forms per local paint specifi.cations. PART IX - CANOPIES 9.1 Structural design criteria: Live Load 30 PSF Wind Load 30 PSF It is the responsibility of the canopy supplier to revise loads to agree with 1oca1 load requirements and design structure [o comply. 9.2 Roof: SKOtiizE PIJODIZED�ALLLNurJ �,VEIZTI�L LAP WITN 12" SPhGU4' 9.3 Columns: Two or_four (See plot plan) Steel 8" minimum, primed and painted. 9.4 Drainage: Inside columns unless area conditions will not allow. 9.5 Ceiling: Flat panels: Baked on white enamel over alusinum or paint grip galvanized sheet iron. 9.6 Fa6rication Drawings: Each canopy manufacturer shall fvrnish to Southland Corporation Gasoline Departmentone set of fabrication or shop drawings for each design (not each installation). These sets of shop drawings shall reflect each manuiacturer's proposed design and installation and shall be sealed by a registered structural engineer - with caculations attached. � 9.7 Codes: Al1 drawings (and therefore installations) nust meet or surpass all applicable codes. Federal, State, and Loca1. PAINTINC 10.1 Paint island form, safety posts, and (if appl.icable) light poles and vent lines with rust preventive, flat black paint. � 10.2 If canopy is used, paint canopy columns and vent pipes with rust preven[ive, glossy white paint. 10.3 Paint a11 manhole covers, inside and out, in accordance with standard industry color code as shown. Leaded Regular Leaded Premium Unleaded Regular Unleaded Premium Leaded Regular w%Extender Unleaded Regular w/Extender Unleaded Premium w/Extender Diesel �'apor Recovery Solid Blue Solid Red White wi[h Black Cross Red with ldhite Cross B1ue with i.Thi�te Band White w/Black Cross and Black Band Red w/Whice Cross and White Band Solid Y'e11aw Solid Orange PART XI SIGNS 11.1 General: A11 gasoline price signs will be furnishee b?% Qwner and installed bv contractor per manufactures specifications. � 11.2 Gasoline installation contractor shall request installation instructions from the Construction 'tanager. e SPECIFICATIONS --- . - � ;��- _ � F- _.._----g`-!, -'-- � � -__..r.-_„_ __ _.._ � . � � � :�� � 1 � /l�' I �\ . . . 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' � ��.II .. � .. . � � � � . � . . . . .. . . . . . � . . . � �I 9. ou� �44 cor�gu�T p�R pvi�� Q� n��pCr��crx�. ; 5 R�:q�«,cc� �+� ��s��N�-r �stie����� o�. c:���� ) � go �t�aC-��.:..�. �uitiPS oR C7ti5pGNSt..R,S i�vsT F'.�E ��1��rc���tr� �o Ju+,cTtoN �ox A�t.o�vS NesS� 'j"o P.�E or1 TNL �N� caF i�G zsVA.N�"J - ,�,. DUeSt_ �JUi�(p5 oR C>s5�N5GRS i/�uST P�t_ �NS�["�a��La �o Jur1CTtON ��oX �S oN 5'rG�R.0 :�tpe: O[= �Sl�4.rJrJ„ �. �ld� S�PJ,K.GRG,�i'� �JU/n.(� CoN'TRo� �oX �RNtSNEo �vc'Tu, Tr�i� �"�.U/,�� et`uS"� r�>L USt.�, J 5. s�c L�Gc�cc.o.� scN����T�c ��, ::�ue�������r� pui�r s�(.sTvn. �U�rtiSN�� �-y r�� �Jr�P ,yt�,eau��.c�U�,�.. e� �a tiS� S411GL4E17 G�T'aLLi �R iN�'Ci=�G�/i�! tP�I�Z'/at_�.G.'�IQh1 . �a prz.ov�a� s�� -o�s ,t�s R�c�urR�.p ��� c�� . � . � . `Z o � � �.JSC-. .��C'>1JL�� R�IGylO GOND�3i�'j' . �,V1T1-t Tl�1Rl:�ti.DGO COvPLiNC� .S . � . . . . . . . . , � � . .. . . .. . � . . -: 1. G�NC�I�� �S.�t� Co�ovt�- �N ��.00R, eVN�R� �JoSs�s�L�.. � .��.�c�u�c�L �cs-��..s o 1r1l,Ret�c� �c�tE��aT4� _ � t�r�n.R,�e� , �.; �� THE S011TF�L��ID CQRPOR�T�QN C�%.�dLINE QaVISiC?1`,� 1�0� a�'fE REY�514�tDESCRI�TiO�I ��TE S��F"i � .db8 3`E�.�WEi� �Q�}� cJ�Q�fS . � �; � �...,�A. r� . f`,{Cp . 2'`{ Jo+art C►�r.aPi+.At.1 ;M74 `" � -� ��� � N(8RT1! PAC1FlG �9Y1S6DN CQNSTHUCTiQiY vHE 32� AApQi+fR PAfSK EAST SUfTE 270 ,�.�Raart> .�Q� III�.' ��' ��tUrrainrvta 7i11(WiiA, iNASNINGTC4N 98188 " . � . � � � . . �`6}b�fpGNR.TiON . . . . _ �. FHAN� Ma' 4zQs} 5r5 5aao �-"' yP_5wrtt M SiOw DOWM tU T iF �YI►, I 2 OVA C . . . . . : � ..1. i rcnM-r�x �¢ � � . � . . � � ; B � . . QUU �� . � . . + � . .MHm _ s« �a a �rr.��r�.r .wr «� �Ys� r . � . � 1 � .. --cAP JNUSkp W�RES—�-�-+^ .. . � . . . i rs �y. -- i t"i; 9im. . .. a6 .,.�..-„.. � .....,. _. . 6 P.'.:.' � . . � . . . . tf�:7Cr . .� : . � � . . . . .. � . . .°� eusrua r�nw � . . . ... . .. .. eWrs+�p.v€ � #llAY MM ri�)��� 2 �'��'�r�i�l.r �ici�t�.�iv� =,�I� r�un�tf' r� q / y,�aEsr s� rvast i c's // 'f iLLfw . . � . . ! � Y 4. -.-. �gpN WMN - .. —.�t Y 1 . . . . g� [.. � � �( �. � .! �. � . .: �� : . � �u . � P<i �PUMP SW�7Ch . 4 SW+T( M . . 151 , iatr ' � , � ' _�:' ' ....�. � . roinr �f � i � 1 Wu�120VASINOT � Np.ilBY:1t i +rm rrb � ♦ ruWra. (MbT'�� S3 Svltu+�S � 3 � . \ P� 1Y7SiTiC71tl i . . . . . \...-�' ¢ t C `�_,.. % . . . . Y7 . . � i. "'" '� �.A. ffi . y� . .� � . . � �<f +c .�i p .� �� a_ ltB . , , ir :3 S i #� . _ �Y .. : . . a { a <..�[ �c . �9 + 1 � � # . . � DUAL 2 PRODUCT HIGHLIN� III; �I �cti�F�< �. � � WIAED A5 �tpSE 5 l 6� � � _._ .__ _ _ _._ _ _ __ _ .�- - ._ _ : : , ,: - ` . I ;� � ,, : . , N_ . � � � � � � � ` � �, ' , ; � � �3 � 4 � ' ti _ __ ` » "°'� � > � �ko�, - 1'ha aeraseia !a a��ac�qp�if 1J" x $�" R a" �d fe aoqr.ts4msly � � psa�abis (�4atr�a� ao auudr�+t£�. ��s viYa be �hipPnd +�sm�r3.sloa. rud* for „': ; � a°' ' I. �tgr4 ._ _ -- Iidr�s. sr '!'br 3+�atl�iaa` C�i�. � ,� �� ++�"il ialr ba 9My�s�ef �!r r�IN�t +rY "�ik+�l1M" a2+o�s� opa�atian a��t f.r.rarli�� �re • jussaE��a b�a , A , et aerc��s. 5�'1s� ar6t: �l3i +'�- � �d�r ; ,�r�•s 3��as pia�• �tl�l be inmair�Lad nit� tYe� esntdla. '"' ZI. ib;d Tssw�s -�C�nttaotMs �rit r�btE1 �� tstd �u �d ti�N �r!e'�J�d is ` '�a aar,aa# tkusrit ef �►e messoiee ti ag t�s eevnser wili bs u i tripliaat+r 13st2as t1fa wt ef eam1� ta�sMlj► � , �11+w �ha3.lf �s w+�af�i. �" +t +p�rPs�rw� wtp�,�i. pa+�� +p11rt�R,1�Rm1ee�S �rL41 d4cst�a3t�t1 �n t�a ja� +r�er► volflk last atartad. i M wrM�i. • t M I21. Se� Cda6asqs is M fasQ�:a� a�i/wt 1�wta31 aF3 lnaetta!'. lilst. � Y1�ct$�.o�l Tha aonaolt o a : �ti�, trae�oroetiw, ate.> _ !ar a�r:L�tti+n ef a�I. 3�ptl+rris- ` SM�+t base e�!]. b� aaa I�e llb md as �;� P� aa 113 v�s18 A.C., 60 eymmle. raa�6� +ei.s�d ir�ts c t��a arr 14a iist �1[ aacr[i+�. � Ala wfte intnims Co tha pv�s ewt � �� � . E a� sttai.ik �i �sa ` 8 � : �Y e! be "3W i^t�wts�rl" Emp�"J4n� aad �'i s�staa�. ; . �qaeut�lz ewat it +ri.13 m�+� aad �.l�u�ti^� a�ai�it �b�r` � �ad ra�t �iF. -�E�awmr aYa�� �asffg �t�ees r� ►a ' a� �r �`+x�ine a 1u�.is � oi' 6"` , ktt wirin� �ra3.d ba a��o, �t+ AWG, aii c#re�srlas to hs 15 � erieh f.s sasnem� s!" siL i�lans, 2l.f�rp. at8 � f�st wa�k i1a��st�md , � � �� � �o #� �s c�oeult bradrsae }rtattlMslci�s. iw► rr#�rt,a� diageae, � ��s.. , a�e �d $ +as � a� e7�� All w�c ewts! �s doae hr� •@aes� alacCricim amd ia etriee sacsrda►ee - �. A3 ___ _ _:� �a tM t#�t � Ldq1 a�it�l�M, aiiitfwef. �! � �� t br ' �p a vittt al;E �. md as�ulat��reai ot 3au1, rtata and nattsaa]. eltstrlca2 or oadssiaaa art itarir�d: irsitc tei Us s�st��ed. � t p+�amt, 2 s4' ee4 b�S t$' � oo�as, ta ,. , . ica �l:th sm 8 em �ae a , . YE. Ptredts +�nd ���lau - Coacr*cemt t� �m+�38� a€t �+M �1�+� a3 � �!� +�fiaaa. �s�us� �r39LiGe� �� cm�es- et�� aJi��i +e9�Y�$ �_�f.oa -+kll �iace#c#asT y�alplLt mwt ba coacealai � tha ston custo- aemia�al raaulaei�an�. ALL wrk wusE arat i�i�a'� wdra. it. aA�r Ailtas k IGa �l'�aa a rrell-i�iL av�c tsa8aatm! s+dTiae4 is �5i�i. esltt ers�eLta I�e�a esa�l bur�ad a td�m ef 15" balew grade sutside. Flb�rs, p sgrwl.ftua�+�a, #� �d�s a�al� brid �, •, �li� aa►d aguatexm aitr must be aepaired eo tha osi�iasl con- ` ; If t w�t Ls el . i� sl�uid bs '°J � d-�i' �" sOt� � , ,�; r as �3aes u�ssible. �etos must aesume all x+mpair �d coucti-uP froa tha laas and } � _^ VII. itazranl�I' - C�snatraete�r !� grariA� vs ip sd u�rl.a�ia fss ffi p�erd ' ° 11�a a�nd by #s "�ta.", fiossl4�, , , mu'a4.. eo � i� of taoai�e �oathea Sda�^aoty a�11 �P��' to � ds�m�a'isna:�a essurtd Dy , I�nufae[uzfr° lsaatallaEicn �d �eelsfee iastructions attached to the coaso2e �i�.,. �f�:stiw wsak a�t wate�rial. f i� �d ta t9ae pospe ahould b• ewed aziAtu+2velg to nrka tha prnpar hook-�. All ViII. Psssaets - Ps�oont rili bs esAo oa �stpLti3r� of w#. ` ,. � wirae eaill �bs coler coded. !lak,e�-�► wira wi.21 be in tha pcm�+ ,�nctimxi boxea. � (g��dts �st bs ba Q, ta� o! �s�*atise�) Ssaled, •zplosfse-Praof condt€!8 !^�}16�gm mgat be providad :t puay� ielsad and w� I%. Rej�ectiow ♦f 1i�4�1 - Southl�d eeserns i�e �l�t M ba�;t �g a! �1 i%�. i smcaica panel. Aetual lesagt�s og ,�a �ueQ �e figured by tha coastr�etor and , .... , ' inelt�dad in the btd. . X. Sq�tD�t II+saaaasibiiits - Cont�ctst sb�ll bs �+ssp�s+sibls irs r•eeivdrs, I. �MM�est 4Q .o- , . . . � . . . i7ffiY�1A$� �SA� SGY.l�itl.$ it�l !� .. R� �lf �11L'�T�i� iR1Y�.��1� �j �Ad�liia. . � . . . ... . .� . .. � . . . . . . . � . � . . . 1. d . . t Eueh aquip�eauit absll be psot�abed p�sa3��r. I! ai�lpT3s�, Mw�►�atia�e otpss Saas���s s, wrC#eti valLs. �d aqwera m siso�ld ba iuid co 2HTER�Y4 r' th� jab site fs aairrnd, caattrctsf sbail so s�amr tn lulae htd. e�osa t�Ies�ea in me^�Ar Or � excwvstf�m mff, baek f411 and , shr3aka;e. Ge�4�ral - Th+ ictEsz+r� systas �[aqraizes a naetar contra2 staeian at the salea 7[I. Insoeetioe� - Patiedlc iaspsctiaa,r te be mads b� S�uthimd'a Rspr�aeaca�€�Me. cosmter la tha Ssui.lding and ,a s+�-stacfao at che pumping area. �,` The t�3c hols outli� asd ail treaetsa�s awt be ent �eR� � osncrracs sav ar EIZ. Saostinteaciaiii6 S S��sMi.f�sa - f�ntrsesox sht12 hawa a oo�atmE s��erin- Poo�atie 6e=ar in stt�.gi�[ liass, {sae pi�t giat 4"qs t idea¢San) 1�, - The �aeeas ¢ontrol eCatlon !e apprmxfmately 12'° X 12�� % 4,� and is t�a�t p�t vn tbr jsb duri,a� ti�r �rags�s• •f w=1c tnd s� aqistmm8. pt+xtabl8. Tt w�3.Y be shipped c��Iwte raady for operation. A line cord vill c as ars ne$assatl,� tn inau3+e easstaxl. and atfici�st rv�wamvfsioa aP �he w�o�qc ra! �� ��, ��': u+ '� ��� s� ++���IF�� (a.ffi. e�d.dttn� be fuBnisNed ready to plug Ss a st�dazd I15 solt rec:aQtacla. The sub-etatian 0 wta� ,hail ba a�Cls�rized Co �nepses+�E ma�tt�etar ia W abftnct. u/Q a�aat�'i.sal. r�K4�c 0t aewwsr 1.#�n�) ars masaa�Os�B t a Sa will aL� be shipped complete x+ea� for operatien - except far connecti�g of a 1eAt A�ad€lfoaal �t of 'diatie� 1 be tFoe �ires from the maatez atatfqa. The exaet loeation of tke maeter control �. YIIS. L1ew - Centractor ehall peraic acr liane ef aay tdaQ Co ba tiasd uporrer nsgs�isLa , l3ve lae��d 6�►ehas �rst et a�i2 �f�ses be �re�eects8 aod s€ib-at:tions aill be dete�.med an'che jmb. � agtiass dta3nys aE aurfm�a vatRr. Tt� �rn3c 3�ae ead trac�ehea �t ba gsa- ; • ag�iaet 6hs g�perty hp its iafie�r�, �ea�mti¢s os ntsriaY�, �ed ahali , ` iada�ifp. PseC�at, and saw Sont#land hersises ts� aed s�aitit ali auels p+��"1�asrieadrd to prrnY+a+et agwins€ posa3bls �r. Elastrical - The interco� syoten ogsratae ua 115 volt A.C. or D.C. TaIk-A- ' Ptmu��3 or aqesal (3-cauductcr shieldsd) cable will be sequired betveea z° . . � Cld�.ffi iil� i�.�s. . . . . . . . . . . . � � . � - � . . . � � � � �. . � . II. ��e4f'�ICALi�R� the aagier aad eaeh sub-atatiaia. See viring diagrem. � EiV. tnauratea - The ramtzaetcr shalY ar.�e and i#y md hafd haxs�sse, -^"` t$a erasa ►or �d fr� �y and a}.2 iitlility, ie�a sad ea�easa (i�neiui4nS Tmks shali �aply �ie$ ds�r. �tds, bm. Sv1. B90e1, latmmst ediii�. Yertallaticn - AI1 xiria� mwt rrm ia rigld eonduYt, separaie from ail '' � C,oasCtvatlsn shall al.s �ale� k� � e �a asdm� in �S atsa ele�erical canduita. The ¢ondiaiE suet be ooneealed in th• •tare cu�to�r � � Wo�ciear� s Co tio�j msultin� ltur ioas mf life •r damaaa oi #ajurp to s o . parson ar psupesEy (Saeluding �pla�eea of eit9ur oP the partiee has�te) Whaas tanlu are te La wed. Ati ta[]t� o�a13 bea� tii� iladermrt3itet'• labal sa��vice ar+�a amd be buried a m3ai�um of I8"' beloxa grade outside tfie building. m arisiag ia �»le oe fn part bT re�emn of or la any retY raault4ag fro' r�d aqy otber laDsl ladi lr�asl app�vml t9aat mr� ba rsq�ired. $t� ' operation imder hir rnntgeet, whothar awch �wta�isana b• bp said esatraietoz thickaer. nf a�sll m�s's� �tr/ date nf a�so,nfa�tvwee mn 'fkfdiz+�trlt�t s laLw1 sr �Lnuiaetunr e inrtallaticn aaad servica 9nstructions will b� a[cached to tha wh os by any aub�eontasctor as an�na dit+a�etl' ar indira¢tly �leyed bg eithar ti+mufacturax's Ia�al. �� tank �Sli Da pt�o'idrd r1Ch tl^�nm iiltisg lugs, uaic sAaen ehipped. of Chen. , rith ria. 3" E 3"' ing. staad fa8 �rl,es l3s� t oi dte C�mlc. ���. � ` Su�s P�lle &i�fiity shall i+s ia s2�w awrr�nt oa not ltss ttsies $1�,O�.�q for in�c�xias os death to �ae persa� +rad 8�3,AOO.flO on acry su acciMat: ti�e t� be ;aleymiaeed scmai, ata�dsrd x� a •* Wsi.d�Rd. Tttsim�t ' pa+rpertp daeag�e smt ies• ti1�an S25.DOO.OD. I343k.pnsr�da gxlv+missd> i d. s�lla,�la l�. d ir♦ •,Rat��asl" PUA!'S or ARH� t7^@�a. aAc e�seed rith �amd jo&at ad � �#.a� +a+u�t. Pt}e � aRyet3,�ts ia ffia StsC+a ot V'l6aid!�=4`G�: tlazQsa$� rtioet�i.i b� ci�e+rs euC �e9 iatdm sep +clth '"pt �3� i.t s�g�ci.$ iw! esal - Tha $ssollnn di�pe��aess fP�Pa) are •[aadasd aervaem etation � o�r ��E$+� " ty^�e cmiC� wfth the asccptiaca thatt additSonal eqvipmant is installed rndlor tha i+rquizwomts s� ,�7 laboa ;ovetsln; bod� ass ts b� fnc u poa�sd, iut+rmally for tAa samote coa6tml eyrEan. ,. �d�r ihis headSag. ` T��, � t ' 7N. Gl�utni - Ct+ataactsr �ust zsrv� all straer�s, feesdstiw�, drirev�=>:;; Iveation - Tha pimp� will b• shigped ca�ie�a fprr-installed remote' •u ,. °!�;s6t� -�heaYd ba ^i�aq�t�sd ta s� �ax1t t3stq a� i.� gmod �o�ditiea. If aa� �' treu, e[e. tfii� wwuld SaEtsrfexa vi� the eaostixfion iapea�a�::� •r �� matml aquipmat) excapc fos ths neazlQa wkiich ti►S.li ba ahipped looee :. 'uga capr �at^�z r�aatn� f'at+a� taa�. �i�ags. thN i,uf�trieT o�` t4u taak , iadieated by the gTasss. md maatsur balt� eelsic2c the coetiactor must fumieh, Th� cantractor .auld be at+�r� iex c�t#, •�. i+�Tao t bs crrG� ��� 5 ps� xtt psvcs- nuet +ascher. ltmb c�d wire tha� , �..,�� wd �1.1 vsi� �aga�d a�9 tad �t 1s�Jes farY at lasst 6 Rauar. �io p tm po�a aa akmnn an che plot plan and %VI. Claas-!fp - Cmtractcr s�t rw�sw s7�1. earstrnet4om ^e9utP�rot. debr��; c��;�k, saacaeding dr�riage. . etc, fros gxea3sas c�n coap�ietisst •f tt;a ,�ob. ��+esciag or I�eak�r xal.da wi.il bs p+e�.ttds�l. - Elrctrlc_,,.a3. - Eseia Pv� fs equf.ppad +a$th 113 HP 115/230 volt, b0 cycle iYiI. Tastinft �ed GaYiirat,tm� Aiil aq L ia�i�i�z p1�ws - Eatora pl�a era�simer� �� tawe9tfiair� �d qtiCts �se�k v�in� oPm, ait� coat �, , gws � a 1 ta +nd oi • A. G, • es :at+ �► aqpl sfloa p�aof mvtora. $�a Cousole' - el�ctrical notea a6ove �� - � i P� , �ipi$g troe ta�k c�r++ p C�ie e� l�ar �� ��ait� ai.th Y4f �+rJ; air praswsotw. � : shauSd b+►: s�erated psieg ca �snthEasd • accap�a►ma. Saag C�sc a1Y j�fatn �d o�eia�ta$a prasa+aa�r t m�al�muw s! sae koua. far wdd#xioaa2 ra�ufrene�nte. � � ` Pta�qss or di se bsw a�pwai�E�alq i0 �tls�as rr�s thi*u tath md ZY. CoatimA IswCalieeSan - 3me plot plau, •'Caeeaola" alectrical notee sbove, and � stniaets +eleaswd b�4�a� ti'lflr:tlag. Af�ar ca�ffitatloaa notiiy c�tdeql, auacaadAa�a drriags. ._, ,. R city or s�at: Eaasa� •! 1F�es aad !le+snraa, eAt�sis�a �as jar3sdietioa � ` f�a t+a�ti�at. . Tmars - Af� � ¢attk, �� •x k b� i� � +e' td �! aA7l tra � aBr�, 0:7, , ., r�c> Y.�a� .�aile> ��e, 'iasc� a� t��4cyy evppYaa�e zcNrs e � ma�1n= as t�q�sad. �--•- �,,� : i39R�SS � T ,, Ti� - Qa�.evmised rvquirar no s�aeial ea�;t.i�g, esal - Li�tin` er �lw�m on s6eoc oa:. The P�mP ligitica are pre- ,. . . Snat�11ac1 vich �i» guae�. � (�ea �lot pl,m imr Ieeae3oa aad diarrs3os�) � V. 5stt�t� �nd 6s fA],:lria�a Lor�tlan - Sas rh.et o,ne an;d aro. . ..._ , . Ta�ka - Should bs h�nsl� rd.t6 �arQ tt� pr,ar+mm�� dasega co toaCis►� or sLa11. � �. �pq¢��� BLactrAcel - Thr light flxcuxaa ane atandard 400 watt, metal halide, r,_:� Lifting lugs a¢ t�elk shor,�IB bs ustd fot halatiag tanks. Cb nat ce11 +�x �� �e I tixturea fer o eratien on a 125 volt � . 8 � P eyatea. ,,, C�sacr�ta is te ba r�s+lry-�wi�, or ja6 ffiz, Ir2:i rchl.n� �fs�d, da. �00# drop t�sk� inw hols. �"amk. to b�e oet l+�+w�l. _____ ...� .v_ __..._ _:�, u+rt. Ina[allation - S�e euccecding drwings. . .` Pri�r to plaeing batkiiLi, t3►e t�na�C filim, �ec. shauld ba pi�.sbed and the �" Y#bc�ce or "fitcasbus" caaeawte Ca saooeL wasSst�ey far aoaol3ti�lc � emmks fillad with �mee , finisD. Frio�r�y� sla�as atae ta raasive I4�st bs�te.;4nish aftti t+ro ffiIC�S rtwel kraval finiehed. 't�e ialad atrmld h�we ai Yi�ht bawh fiaisb Ta�otaa9 venes mwt b0 9maCa1led at leeet 15' al��w Fa�ak tmp. "�3 3MDLL1f6'° � vigne ehonld be display�d. s£t�s L^ro s�eel treowi finlaclmss, C.eaaral - All ai'�Ssr wi;l b• fvta8l�led 6y Southland, aas•mbly and ineCaYletion lnforma�tlen will ba fuxsiished vith eign packagcs. 's Cc+ocs+ete to h� psev�fisd froa daqiag at Iea�t 7 ds7rs xfeas }•ueiag by Baakffll - 2o be eaad t rf hae'r! �3a�s. e4aders, traah, say4rag4r�, x p2asEic seaibma-type precses e��tr► wWty• No �ce�et+ �sli hs p��lttad � Plasm ia 1250 Sayers s� � m¢od ar4�2a gnsa�gic tas��s or*siadl�e t' Lo Fraesa dur#ag isitial d2 h�ur. af'bQr pourtn;. ` ps�evidlag a h4gh of �vA.bz$e#�. Bgekfflll z�q�rsa 2 U arounct lsas r�s�s�Cios). �aekffll for fibar�3.ara t:a�ko u a�rcified Furmr �d raia#vrcisi6 s%all b� iu,pe�taaf bg Souetaland's Aaprw�tatiw by manufactae�^aa. pr4or co geoeral pooars. Pigina - ia to bs a mia o! I&" bal�r ��h grade. Both •ceetS� T�ea Uriv�neay aialra ar+e w i+s 6" ehSci with 5 X 6 mo. 6 reided xi� assh actd vant 13a�as snest slopa up fns� e,anka � ad�tleo� of Z." ia i0' i��rtmntal reinfoscad an 4" ��d bed. run a*��tA e�o 6aapa or l�ar pla�:. Slsb• should be piidyad saz:irum k" per tsot te provide m qps�s:iaata �rc5cfi21 matssie.i to be �d�e aa a�ed foz t+emmics. LTST t9F iiITRRI/sLS N4. RBt}'P. 9�3�XEi}�Y 10,600 ga1. u�ad*ra�und taak (46'° d�i.a.? . A11 t�rrr`$amna� PlnnhoL A�r�ebly (OP4i 306-1s 1Z z 1a) i l�s ca1�� Camtraear�r Subaaaaged Fi11 Txba {OPSP Bl-T-k'i i per t+�nk fi�anrerrsetsr a °Li�E PY12 A�eably {fYfSi 63kTT �ap �d i pat E�eah &:�aec�swcat�r 633R Ads�trr-4"} Pso�nat Ye�t�.flcataon !�alGet (6� }A7-A} 2 P�� 1;�tl9k. CswmtY�a�� �+P i(�1 1T21-LiC-2"�' � r�.�* kso�c Csntrwetesrr AuBla Chsck Yalw �A�SI 32-E-1�"`) t..c#�lwr+ S`rst�.,, 1 p+nr caaak �cmtractaz Da�le Tappad H�mhing (4,' x 1�'� z l�i") f.cs:on Syrie+.e 1 par tank Ccxatractax Plug {4") All Ca�msuctvr Pipe (as req'd:D All Gmerectox Uaior�e {a req'd.3 ASl Co�tracto� 0 Ells Cae re4'd.} h},1 Contractor Cuuplingo (ar req'd.} Ali Cantraeter Steei I.land fer� (sss eheet 1) 1 Goutsact�ff Pipe� poata Ck" riia.) A'�i CommE�aeP.Ur Light Fixturaa ead Po1e {aee aheet i) A31 CpJ'rL�Jrt:"'p�, L1ghL Columm Anchsrr Bolta (3/6°' dia. x 2�-6" lg.) 4 ea. pale C!x"-<"2AC""O".�. > Signe AlI Southl,axsd � preset Conrole S P�pe or Diapeneor� AII Southland 2ntercom �e[er cantml and speakere 1 Southland JuaaElor. box (for U/L approved coneole) � f"4i1`T�'l�t:'�G�. Electrieal condult, v4ring snd misc. /u req'd. ' ContracFOT Su6merged Pu� (nubmarged pump system only) 3 CGoa�`�+bC"u� ;R 24" x 24" Streetbox submer ed � s stem anl C'l� ( 8 P P 7 Y? 3 0� C.�R. Shear V�lvee OPW 10-RU Ceubmerged p� �yate� anlq) I}-r� �+ase. Coutractoir �`.ank -";auge � . � . . � 1 �e. ten§. `�,;�_.`'�r���'��, . . � _1K' �'v:"A�'� :*lw:...'�.-� �C%� i'.�� '_`�%:�:� ��,,��}�;i� �vK3>�;= (:C,:'�C ��^�f � � � �� � ��p��"�Z�'�!�i�.� � � �G��? �-= 2�x u� ��,��i, '� . .. �. �v/���. ti��.'�'� '� :, Cr�:�'-�c;�`�% i` � ? I/� � . --, . - flat ar�a. ` 4LE � � �� a,� �T"'��� i � � � F \...` � :... � � i_. �::., t�f�. ..... ...:.; Generallp entisa area ovar taa§ca. area adjacwet te gaa piaps a�td ali te Gaaeral - Th� sYete� of d1.��en:i� S+u�lf�s f.m t� be h7r rqoi9 coatrel. The pu�ra . •... trenrbta �tossld be cawrad rrith raiaforead eonctcete. ' �iil be epeeiailg a�aiq�p�d es b+e cssa��vkl•d by �a atose pas°a+rre�oi €rae his Should the oaatrs�t�r en¢o�neex �usual sail conditimae, rwat aa �gfit x Peeatf� �t Che �aies eo�tcar !� the build4ng. 'Y4a i�tst L by ahich the affact the f0undrtfoa strsx[ura, c�aetra�etor nhali report •aaEL ea�d3tians g�s ase tsly eoaacrotl�d !t regat°a�d t� ��r es,�ceale. ihfp c�vre�ale 7�1 STc�k�.� _ CI�.�;:���..;N�. ��`�'l�,l�N aill opsrate tht zmguL�r P� �� � � f�P •1ti�ar #a+livlduaily or , y ta Savthl�d Repnes�tatiee i0aed3auly. � •i�ul2aaam�%. � . _ . . � . . . � . . . .. � . .. . � � . . . � . . � DR4sv'ns �: 6So�ie.i G Dt�/� 5�� r.� . . T�E SO�THL�N� C4RP�RAT10� Y� ' � K0, �TE RE�+ISIQl� DESCRtAT9f}�! D��tE sr���� - dba 7-EiEVEN f0!]0, STQRES .lrs+N cuep�nsel � .. � . . . � � � � � . � . . � � : . . . . . . . . . . . . � . <z.��,r,�,N� L�v � , Lt°�' csEv�S�`cCT 5�,;�.^� ... �����ia'i `.�° . IdURfN PAC!€iC DiVISIOM GON$iRUCTIDN c"�`" :7 77 �I , � �w� 320 ANOOYER PARiS &:4Si SiiITF 2i0 e�;ylra�Q.,.��, �� , c.� -'?, �"a=.';4-22:,A,;� 3�}� I�PO. C�� . . . . � .. . . � . � . � � . . . . �.. � . � . . . SOl1Y9i€AHD a��r�.u4 . . - --" : . . 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