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11747 SW PACIFIC HIGHWAY I I i� 1-. SW PFAFFLE v, SI TE i I f 1 VICINITY MAP I Fit) 1 i YORK INCLUDES THE FOLLOWING: i 1. Interior remodelin{ of the existing sales and service managers area. I I 2. E.isting canopy and .olu ns to be removed and replaced with new canopy, colunns and footing! . 3. Existing perp isle-ins, dispensers and drive slab to be removed and repla-ed with new pure islands, dispensers and drive slab. I 4. Installation of new air and water island. 5. New landscaping and irrigation system to be added to the existing planters. 6. New 400 amp, single phase, 120/240 V electric service. Inc 1 DESCRIPTION OF WORK CITY OF TIGAFD Approver) ------ - I� Condltic,rally ApamAr ra ti o n s Sea e For only the r d-I;rl:arketinPEWIT Nl�). Sen fetter t0:l=dinla: ..................... iAt tc C!1. ..... ........... .. Job Address: riy7�yt :✓ B TUALATIN VA' E.' F'R;. !MARSHA!. OFFIC� 'A 'FVt r . . . . . . . . . . . . . . . . CONGiT!ONALLY APP131)VE'J . . . . . . . ... APc)pnVAL CF PLANS IS NOT AAN P.pPROVAL OF S CHID LETTER . . . . . . r FH C: E 1 COVER SHEET A-1 SITE PLAN A-2 DRIVE SLAB PLAN & YARD DETAILS A-3 SALES AREA FLOOR PLAN & ELEVATIONS A,-4 CABINET PLAN & DETAILS E-1 ELECTRICAL FLOOR PLAN & LIGHTING PLAN E-2 SINGLE LINE DIAGRAM & PANEL SCHEDULES E-3 ELECTRICAL SITE DETAILS N-1 CANOPY ELECTR'CAL PLAN N-2 CANOPY ELEVATIONS N-3 CANOPY DETAILS N-4 SPANNER ELEVATIONS N-5 SPANNER DETAILS TLEL EAf3K_ATQR -PRAWNQ5 GN GENERAL NO7c.S CF-1 FOUNDATIO!A PLAt CE-1 CANOPY "RAMIN', PLAN CE-2 CANOPY FRAMING DETAILS CE-3 CANOPY DOWN SPOUT DETAILS CA-1 CANOPY ELEVATIONS L--1 LANDSCAPE PLAN L-2 IRRIGATION PLAN L-3 LANDSCAPE & IRRIGATION DETAILS DRAWING INDEX STRUCTURAL ENGINEER PLANS PREPARED BY: CHEVRON REPRESENTATIVE D A NG5 SSl1ED 1-0R: DATE-T,APPROW COVER SHEET PLANNING-.-REVIEW --- RHS___-- ren G,-.-REVIEW _ Chevr,. JCA. hC ' ALEX KOWAS ROBERT H. LEE & ASSOCIATES DON FORSMAN PERMIT- _ -- �1�41/�10 gv lF - Sent'-tie H WY. zoo eosroN STREETD 1520 �, AVE. N.E.NSME 2W CHEVRON U.S.A., INC B _ Marketing Operations Seat � 11747 S.W. PACIFIC CONTRACT DOCUiIIENT TIGARD, OREGON '` SEATTLE. WA. 98109 BEL.LEVUE, WA. 98005 1301 5th AVE. ROOM #2900 N 0 1 FOR CON 5 T R U c T I D N - REVISIONS ---------- --- --- - - )CALL: NONE L ATE: I I/�,/�v pQ�, CONSTRUCTION L1 _ _ -�� O C2�, 2VT"'0141 (206) 748-487 SEATTLE, WA. 9W DO NOT USE �RlN11NSTR . -- -- - ---- l�` C.D.H. LIQ. — ESS DAT z � CONTACT' STEVEN FLEE},1 (206) 628-5285 __ -- - APP. F NCS . BUF900350 -- — - -- ---- L� PERM1 _ 1 l+}F 32 RECORD DRAWING 8208 1 ., I I I I . 1 1 1 1 1 1 11111 IIIIi111111 I I I I I I I I 1 I 1 I 1 I I I I I1I l 1 1 1 1 1 I 1 1 I ritlllll .l 1 ,. ,.,. II�IiIIiIlI111ij�111� 1,ilIIII�II�IlI1l�I�IIIIII 111 � III � III � I � I ,IIII � IIIIIIIIIII � III � IIIII � I � tlilj'' I � I � I � III'llcllllllll � I � , _ , NOTE: IF THIS M ICROF I 1_MED i.r.�.ar..�� I -� 2 - - 3 _--_ _4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN THIS NOTICIE,- IT 1S DUE TO THE QUALITY 01- THE ORIGINAL DRAWING. — .--_ �.-- --------- 6Z --- -6Z 92 LZ 92 SZ UZ CLP ZZ 12 07 sf - 01 LI 91 51 Of el ZI 11 01 _Q 9 L 9 SI--J� -bI C 2 1I�.a.,wl ,�. .•-� �►11it111I11111111It1111111111111161111111�1ii1111t1�111111t11littl�nt uklntl>�t�11111111111t111111itII111111►Nf�11�1�itIt�11i1+ti11I11IIIn11111�1111111n1111i1ttttu�Itllhlulitl�1u11n11111111u11111t111111IU�IIi11iI11i1�i,1111n11uuIIwU#HIfnlAwllltll�llllulnull11111111b11 . FEBRUARY 28 1992 i - - - - - S 60' 25' W 200.00' — — UNDERGROUND CONDUIT SCHEDULE CONDUIT CONDUIT TYPE iCONDUIT CONDUCTOR CONDUIT ROUTING F COATING REMARKS MI NUMBER SIZE EMT RPVC IMC CABLE GALV.ppq� NO. SIZEr-TYPE FROM TO 4- 211 11111Y CO._ CT. CABINET SERVICE LATERAL ARCM , 11iN1� SEE NOTE NO 111 2 I co � 1. I 4 � 1 it o NiERC011 ,E-BO CANOPY BEIDEN TRADE !UL ICAM AREA SEE CANOPY STYLE #0723 EIEC. C.CSET Y_La CANOPY 1JG1115 f SPANNERS © 1" 15 X10 I THWN Wray SJR CANOPY -- - INCLUDES 4 11110 SPARES - - --- - 15 h0 THWN I QOSET CANOPY COLO -CANOPY 4 1115 0 SPARES ---- EXISTiNG WASTE OIL & FUEL OIL -�_ + - _ SEE CANOPY INCUDES 4 10 SPARES TANKS & SLAB TO REMAIN C D 3/4' 6 4-� THMIN DATA CONDUCTORS FROM DATA 10 ? ELECTRICAL ' DIS111�1110N CAEMIET AND POOR Ti'4 B �14 , IMRf.IMAY - Ods XTORS FROM STARTER/CONiR MR �� 3/4' --- 1HWN DISI. 12 60X. I CLUDES 2 2 SPARE FOR FUTURE i (3) EXISTING 12,000 GAL. STORAGE _ _ 10 2 _ -_-_ CARD AND 2 F4 SPARE TANKS & SLAB TO REMAIN. �nD 3/4• I 6 r4 THO pg, �y I FOR FU1l1RE CARD READER DATA. �- EXISTING CHAIN LINK ENCLOSURE --J__ 10 012 C O 00 / TO REMAIN. \, 11 3/4' - -- ---r--�- 6- -n4 +nHwN DISI. I 10 �� µ NEW 400 AMP, I PHASE, 120/240V AS REQU�D VIDEO,!-BOX CANOPY FOR FUTURE V�EO 3W, SWITCHBOARD WITH METER.MAIN. �---- - -- - - - ---- t-- - 12 3/4' - - - _- - CASFIIER AREA COLUMN STUB-UP AT BASE OF COLUMN C� 7 I ( O O0 ) ; C.T. SECiiON. AND BRANCH BREAKER -- / DISTRIBUTION. NEMA 3R. K _ -X---._K I ! T 14 t-- I EXISTING VENT ------- 1 i 0 000 C� RISERS TO REMAIN PAINT FOR (1) 14' x 20' I / �� HANDICAPPED PARKING '� I `- - - - - -- - - - - - - -� I - -- -- - - --- ---�--------- -..--- SPACE - -- - - �-- - - - - - - - - - - - � 16 - -- - -1 --- --� --- - ----- ------ 17 0 � 18 I � NEW WORK BENCH, SHELVES & TiRE RACK I C I IAJ _ - EXISTING ELECTRICAL `- - -- - -- - - -- - - - - -� �/ PANEL TO REMAIN '� -- C L EXISTING LANDSCAPING- - -/ ��, - r\ PRUNE, WEED, AND REMOVE D \ - / I �, 20 I 0 Goo EXISTING ASPHALT �, ` I - ---- - -- .- — _ - CONCRETE TO REMAIN. l - -- PATCH PAVE AS �- EXISTING LUBE BAYS �- -- REQUIRED FOR �i _ _ _ ____ _ --�J -T-- /� 23� I I / NEW WORK - 7 j/ ��' /!%' �.�- FOR INTERIOR REMODEL SEE SHEET A-3 4 NOTE: CONTRACTOR TO CONNECT NEW v -" `--- EMERGENCY SHUT-OFF I / t DOUBLE WALL PIPING FROM PRODUCT DISPENSERS 24 _ - ' SWITCH _ 1 - I TO EXISTING DOUBLE WALL PIPING FROM I �- - ___ UNDERGROUND STORAGE TANKS. 25 -- - -- - -- / - NEW CANOPY - SEE STEEL 27 4' 4 l� THAN FUSED DISC. PAN ---- -_-- ----- --- i PANG Pt FEIDtR FABRICATION DWGS. 7 z� 111 2i (;ROUND SNITCH I �- -- - - - -� - - - - - - -.L• -�- �� PIPING LEGEND ELECTRICAL NOTES NEW AIR & WATER ISLAND I I EXISTING PLANTER TO REMAIN " 1. CONTRACTORS SHALL PROVIDE AND INSTALL CONDUITS CONDUCrORSAS SHOWN i SEE (-,) / ' 8-' 6 --- I 9- CLEAN UP AND ADD w LIONEPESIZE ATEA'{ �3 \ , NEW LANDSCAPING SEE INTHEPORTLAND GENERAL ELECTRIC WILT CONNECT CONDl1CTORS i'0 �� I I 12 T I -� " , SHEETS L-1 & L-2 PLUMBING NOTES -_�_ ___--- - -_- i _ A COPPER AIR ® I I ■ r ��-- _ ■ i I ✓ 1. All PLUMBING TO BE DONE IN CONFORMANCE WITH ALL APPLICABLE STATE AND LINE, SIZE 1/2- Z SERVICE LATERAL CONDUIT SHALL BE: LOCAL CODES. THIS PLAN IS A SCHEMATIC. ALL REQUIRED CLEAN-OUTS ARE NOT r A: ROUTED IN NON-HAZARDOUS AREAS ONLY, OR • J _` �l I I �� - I �- - I CONNECT NEW AIR & WATER SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL CLEAN-OATS, ETC. PER CODE. DISPENSER LAYOUT B: SEALED IN ACCORDANCE WiTH THE 1984 4EC ARTICLES 501.5 AND 514. L I ■ I LINES TO EXISTING. CONTRACTOR -- -- --_ -_ _ 3. CONTRACTOR SHALL PROVIDE AND INSTALL SERVICE LATERAL CO I TO VERIFY LOCATION. STUB-UP 2. THIS PLAN IS A SQfEMATiC ONLY. BEST ACTUAL PIPING RUNS .ARE TO BE ® CONDUCTORS PER UTILITY COMPANY SPECIFICATIONS. DETERMINED IN 'RHE FIELD. X Y Z Y Z 4. COWRACTOR SHALL PROVIDE AND INSTALL CONDUITS, CONDUCTORS AND '- - -A----- - q---- __ AIR AND WATER LINES UNDER --� -- __CZ_ CL PULL CORDS AS SPECIFIED IN EHE UNDERGROUND -W" VALETS AT FULL SERVICE ISLANDS 3. CONTRACTOR TO DETFRiAINE If EXISTING AIR AND WATER LINES ARE FRONDED © m CONDUIT � CONNECT 4"0 CANOPY � I � I - ® O SCHEDULE, (WHERE REQUIRED). -- / 5 ( I FOR FUTURE AIR AND WATER W/ SHUT-OFF VALVES. CONTRACTOR TO PROVIDE SHUT-OFF VALVES IF NONE 5. NO CONDUIT RUN SHALL EXCEED 4 QUARTER BENDS OR 360 DEGREES i DRAIN LINES TO EXIST / REELS. ARE EXISTING. TOTAL BEiWETT! PUWNG POINTS CATCH BASIN, MAINTAIN MIN. I �U.hair I X Y Z X Y Z 1/8 PER SLOPE. CONTR,%CTOR > qq TO VERIFY TIE IN TO CATCH / I F'' I I / L� ® 6 3/4' CONDUIT SHALL BE MINIMUM FOR UNDERGROUND RUNS, EXCEPT -- - - �- - - - - - EXISTING CANOPY DRIVE NEC NOTES V4fHERE NDTED. BASIN & STORM SEWER.- - -�- r- A 7. QUANTITY OF CONDUCTORS DEPEND ON THE TYPE AND 4JANTITY -------- I � � \ I I � SLAB, PUMP ISLANDS - - --_ __-_-..-_-.-.--..- -- -- & UISPENSEr' TO BE REMOVED A)TYPICAL N.E.C. ARTICLE 514 CLASS 1 I.00A11ON x --.a_ Z Q _z OF DISPENSERS. O NEW PUMP ISLAi!nS, - I I SAWCUT EXISTING ASPHALT �; (UNDERGROUND TANK - FILL OPENING) ��I © T DISPENSERS AND DRIVE I r 11� \ EXTENT OF CLASS 1, GROUP D. DIVISION 1 LOCATION: O & ANY POR `ON OF ELECTRICAL WIRING OR EQUIPMENT WHICH IS BELOW' THE �II SURFACE OF A CLASS I LOCATION AS DEFINED IN N.E.C. TABLE 514-2 1 D F`- l O AT EXENTS OF NEW SLAB L� � SLAt3, SEE SHT A-2 I I / I Any pit, box or apace below grade level, �._ - ( ) & REMOVE. PATCH WITH i CO I 1 any port of which is within the Division 1 X Y Z X Y Z SHALL 8E CONSIDERED TO IN A CLASS I, DIVISION I LOCATION, WHICH NEW A.C. AS REQUIREFl or 2 classified location. Q SHAM EXTEND AT LEAST TO THE POINT Of EMERGENCE ABOVE GRADE e PAINT CURB RED AS SHOWN I■ _ _ ■ I EXTENT OF CLASS 1, GROUP D. DIVISION 2 LOCATION: o I I EXISTING C- 77 I.D. - Up to 18 Inches above grade level within a ELECTRICAL SERVIC �• & PAINT 'NO PARKING' - �_ ^ PRICE SIGN TO REMAIN horizontal radius of 10 feet from a loose DISPENSER CODE I ■ I I fill connection and within ( horizontal 5 radius of 5 feet from a tight fill m- FUEUNG POINT THE ELECTRICAL. SER=E PROPOSED FOR THIS SITS is: 400 - AMPS.-I2OZ2iO VOLTS. _,L__ PHASE.--3 VARE. ® � I I• I connection. ©„ DISPENSER NUMBER EXISTING CATCH BASIN TO E E�asnnc r Is: REMAIN. (TYP. FOR ALL) B TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION Ejj_ DISPENSER JUNCTION Box �__ AMPs,__i [� VOLTS _-1__ _ PHA-W--A- - EXTENT HA - ._ MARE (UNDERGROUND TANK - VENT-DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP G, OIV1SION 1 LOCATION: x - UNLEADED THE AVAILABLE SHORT CIRCUIT CURRENT L = --• -- - EXISTING YARD LIGHT - ___ � Within 3 feet of open and of vent, X C mj�x AS DETERMINED, FOR THIS FACiLJTY, BY THE ...} �� Y - REGULAR UTILITY COM-jANY, IS -I%W-AMPS RMS SYMMETRICAL . _------ -- ` - - - - / ` TO REMAIN (TYP. OF 2) � extending In all directions. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCA TON: Y m b Y CONTRACTOR SHALL VERIFY THIS .JF WITH THE SERVING - / Space between 3 fact and 5 feet of open Z - SUPREME m UTILITY COMPANY TO INSURE THAT ALL ELECTRICAL EQUIPMENT - - T - - � � �� •� .� N ---SERVICE SUPPLY and of vent, extending in all directions. Z �__�Z IS RATED FOR THE MA:QMUM AVAILABLE SHORT CIRCUIT CURRENT. � N so• 25' E 2oO.00^ T POLE ELECTRICAL LEGEND UTILITY COMPANY CONTACTS EXISTING PHONE BOOTH -- - TYPICAL N.C.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP - OUTDOOR) _ -- -----._----_ -_-- - --------_--- - �— = TO REMAIN EXTENT OF CLASS 1, GROUP D, DIVISION LOCATION: � ��OOfW%11T TYPE POWER Any pit, box it npace below grade level If Ll COATiNG TO BE USED. �F'OFtTLAND GENERAL ELECTRIC any port la within a horizontal distance 14655-SW OLDSCHOLI.S FERRY RD. - - -- CONNECT NEW CURBING TO EXISTING - - -- �- EXISTNG PLANTER TO REMAIN of 10 feet from any edge of pump. T CONDUIT FLAG TUN 14655-SWBEAVERTOOR 97007 REMOVE ARTIFICIAL TURF AND PAVING EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: C� 25 IS CONDUIT SCHEDULE No AND ADD NEW LAMSCAPING SEE Wlthln 3 feet of any edge of pump, BRIAN MOORE (503) 643-5454 extending in all directions. Also up to �p CONDIAT -� PRICE SIGN TO REMAIN 18 Inches above grade level within 10 feet \ NEC HAZARDOUS AREA horizontally from any edge of pump. > NOTE F�IkF - --- -- —- ----- - -- - Y OF WLC, ARTICLE S T - ,� \ CLASS 1,GROUP D HAZARDOUS D TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION �- -J AREA �INDICATED. ---- - - --- - - - (DISPENSING DEVICE - PITS) \ EXISTING APPROACH TO REMAIN ./ EXTENT OF CLASS i, GROUP D. DIVISION 1 LOCATION: / EXISTING APPROACH TO REMAIN Any pit, box or space below grade level, any part of which Is within the Division 1 GENERAL NOTES --- --- 1------ ------------_ -- ---- _ - or 2 classified location. --- ---- - ----------- 1. CHEVRON U' INC. CONSTRUCTION SPECIFICATIONS (M.O.S 243) APPLY TO ALL - -- - ^- -`---- E TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION MARK PERFORMED AT THIS SITE PAINTING SPECIFICATIONS (M.O.S. 253) APPLY (DISPENSING DEVICE - DISPENSER) TO ON-SIT PAINTING AND DECALING, 'PREFABRICATED BUILDINGS AND CANOPIES' S.W. PACIFIC HWY. EXTENT OF' CLASS 1, GROUP 0, DIVISION 1 LOCATION: (SPEC RLN-HQ-4) APPLIES TO OFF-SITE FABRICATION AND ON-SITE ERECTION BY Space classification Inside the dispenser STEEL FAEiRICATION. enclosure Is covered In ANSI/UL 87, �t�L, ,;pt E.[7► "Power Operated Dispensing Devices 2. CONSTRUCTION MATERIALS., ASSEMBLIES AND PROCEDURES ARE TO FOLLOW LOCALLY for Petroleum Products.' ADOPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES. WHEN A GONFiJCT TYPICAL N.E.C.CITY �� 11�AR OCCURS BETWEEN SUCH LOCAL CODE AND INFORMATION SHOWN ON THE PLANS, __ ,�/ (DISPENSING DEVICE C- DISPENLE 514 SER)SS 1 LOCATION CONSULT COMPANY REPRESENTATIVE FOR RESOLUTION PRIOR TO COMMENCING WORK. 1;y. "I EXTENT OF CLASS 1, GROUP D. DIVISION 2 LOCATION: 3. CONTRACTOR IS TD NOTIFY COMPANY REPRESEN''ATiVE PROMPTLY IF SITE S1 TE PWithin 18 In. horizontally In all dlrectlons CONDITIONS OR DIMENSIONS DISAGREE WITH INFORMATION SHOWN� ON iNE DRAWINGS. (� extending to rade from (i) the dispenser WORK IS NOT TO PROCEED UNTiL SUCH DIFFERENCES ARE RESOL.VTD. --- - -- .. -- ---- _ ---- ------- -- -- -- ------- ----- -- - ---- -- - - _ ` 1t�L'�1- enclosure or �2) that portion of the dl enaer enclosure containingliquid 4, DRAWINGS SHOULD NOT BE SCALED. N.T.S. INDICATES NOT TO SL,AIE AND THE o SCALE: 1 "=10'-0" handling c G LISTED DIMM" SHALL. GOVERN. p.ttc_ .�.. __ g omponent.e. Space classification Inside the dispenser enclosure Is covered S. DETAILS FOR THE CANOPY, MEMBER SIZES, CONNECTION DETAILS, Devices for Petroleum Products. STRUCTURAI CALCULATION, ETC, ARE PROVIDED BY THE STEEL FABRICATOR, In ANSI UL 87, Power Operated Dispensing f CHEVRON USA, INC. DRAWINGS ARE INTENDED TO ILLUSTRATE THE SIZE, C!"_OR, TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION G MA1t721A1 AND FiNISH Of THE BUILDING, AS WELL AS THE NATURE EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: AND ` O1Hf3i WORK 11) BE PERFORMED AT THE SITE C) (DISPENSING DEVICE - OUTDOOR) 20 t. 18 Inches above grade level within 6. UCH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO ME WORK OF 24 ft. horizontally of any edge of enclosure. OTHER TRADES CAUSED BY HIS OPERATIONS. H. NATURE OF SUCH REPAIR WORK MUST RFCETVE THE PRIOR APPROVAL OF THE WMPANY REPRESENTAiTVF. DRAWN08 I` APPROVED SITE FLAN ------ --vrm ------- Chevron ----- - - c,HFVRON _- PLA_NNIMG RE�/IEW -_ Chevron USA, kc. PERMIT III/2I/�^ 4hIK _ Marketing Operations Seattle T--- - -- - ------------ ___ Q BID — 11747 S.W. PACIFIC HWY. TIGARD, ,,4 BUILDING _____-_- N O T E O R CONTRACT CTO N S T R U CFTNI O N REVISIONS �' EGON --- --- -------------------- OD CONSTRUCTION - T --._- -_ - SCALE: 1 " = 10'--0" DATE: 11 /21 /90 —.. --- -- - - -----1-- -- -- C) BIDDING UNLESS DATED It INITIALLED I DR. L.P.L. CH.S.W.F. APP. DO NOT USE FOR CONSTR . Q PEPMI T I-! , r''Tr_ r, RECORD DRAWING_— - - --- --- ---- _ –_- --- n CONSi1RUCTiON - - — — — - —_ ---- -- ---- --��-�-_ --}- - SSS 8209 } - A - 1 � JOB# 8655 -._ ;.,Ilii,w» a.... ."" _. -• �r �ss - ..w ..R _ r � ( ( I ( I � I�'I'I'ISI''�'I'Illlllllll�li'I'Ili'I'Il�ll11`I111�11111111�1111111�iIIIII�IIIIIIII�IIII111IIIIIIIII1111111�111111111IIIIIII111�1111FIIIIIIIITIIIrIIIiIIIL11I1111111�1111111 _ _. � Wasik 2 3 , 4 5 6 7 8 9 I0 I I 12 NOTE: IF THIS M1CROFILMED _ - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DILE TO THE QUALITY OF THS ORIGINAL .• .• DRAWING. AE 62 8Z Li 9Z S2 bZ E12 22 12 02 61 81 L 1 91 91 b I E 1 21 11 OI 6 9 L 9 S J/ b 1E 2 1 s1e1*' „��.r ,►!I1t11111111111111111111n111111I11111111�III1111111111111111I111t111tIt111idu11r'tlllllllllllllllilllLAI,IIIIuIiIn�I11IIiH111HiIIn111H111H11u111 HHI HIIIIIIlI1111�IIIlIIIIIIIIIIIIiIIIIIIIII111I1111IlUlIIlII�UIIIIIIIIHII)un11n11 uuIIJIJ(j�►W"nu)uuL�ulllllll�llllnu111►111Wbn C1 FEBRUARY 2 19 92 - � - _ STEEL COVER TO BE WELDED --\ w TO TOP. PAINT OFF-WHITE. \ -� EXIS-PING SLAB ® BUILD!NG (WH-835) ` r 'a _ _ PH-MP BLOCK FORMED OF 12 --- LIGHT FIXTURE W/ FLAT PRISMATIC STEEL TUBE TO 8E-- - - ---____.- - -.--__-_� FILLED TO TOP WITH cn - ( GAUGE STEEL TO REQUIRED LENSE & 40OW MH LAMP. CONCRETE. ! wj SHAT F, AS MANUFACTURED / Q 10 X 10 CANOPY BY COXWELL'S (LOS ANGELES), GUARD POST DECAL.---- >I i COLUMN. (TYP. OF 4) AMFAB (MEMPHIS) OR I LIGHT POLES 2 X 4 X .12 TUBE ('3M' #DCL 236) ROOF DOWNSPOUT S APPROVED EQUAL. CONTR. I 1 LIGHT & POLES DARK GREY (GY-210) - AT EACH OF THE SHALL F URrJISH AND INSTALL IFURNISHED BY CHEVRON TO STORM DRAIN COLUMNS CONNECTED j I S OFF-WHITE (WH-835) - , � FORMS. AFTER PLACEMENT ALUMINUM SIGN /� INSTALLED 9Y CON FRACTOR. S � STEM. BASE OF - - \ ! I DISPENSERS c°I PRIME AND PAINT THE I I I -------- ( PERIMETER DK. GREY (GY--210) ----\ x 6 x 5 -0 L.G. - - `- WHEN INSTALLED \ I,)TS 6 - I , I " AT ISLAND. - I CANOPY COLUMN FOOTING. SEE 5 i -3 \ PUMP ISLAND. SEE f-w- - YARD SURFACE. - I (TYP. OF 4) - -, i `� \ I _ i 01 WINDSHIELD SERVICER BUCKET I i V �_ iv DARK GREY (GY- 210) I j. --- i_ �! / CONC. FOOTING - - I _ _-- , WITH STL.v AIR-WATER REEL UNI1 -- -- - -�� - -- ------------------ ----- -- ------ --- I I I BRAID HOSE, AIR CHUCK/GAUGE & DISPENSER #1 �' DISPENSER #2 I I WATER HOSE. 18" SQ• TRASH CAN COVER NTH 16 GAL. DRUM. - ---�` EXPANSION JOINT- - I I I _ GY-210 � SEE 2 I ( ) DECK PLATE - I � � �-- -� I CONTROL JOINT N CLEAN OUT SEE i GUARD POST SEE 1 GUARD POST SCALE: 3/4"=V-O" i -._- 6" CONC. .DRIVE.: --- --- --- SLAB W/6 X6 - --- - - - - -- '�� -- I I TOP OF CURB 1.4/1.4 W.W.M. ! I -_= SEE SITE PLAN REINFORCING.--\ \\ i — �—- -- ---- —_�-�— VALET UNIT i 1 (TYP. OF 4)--- , /--ASPHALT TO BE FINISHED „ II F R_ONT ELEVATION �- - 4 0 DRAIN LINES I I - SCALE: 1/2"=1'-O-- DISPENSER /2 =1 -0 1//4"-3/8" ABOVE CONCRETE. FROM CANOPY ROOF 1 DISPENS R I I I - #4 CON T. TO FOI OW P.O.S. SIGN i \\ LEADER TO STORM SEE E BOX. i I YARD SURFACE.-1 45' CORNERS GF SLAB 6" X 6" STEEL (TYP OF 4) j DRAIN, SEE SHT A- GUARD POST -I-__-_- -CONC. DRIVE SLAB. � - CONCRETE FILLED TYP. OF 8 SEE - le .aIr te- +i .JL• 1 IF I I �I i I I I� - --- 5--07 12"0X 30"D PVC MANHOLE -- - %511 - -- - - - - -J I 16" ( W/ COVER TO PROVIDE ACCESS L- - - - I TO SHUT-OFF VALVES. \� TYP. REINFORCING: - -- -- - --� - - I I 6"x6"-#10/10 W.W.M. I DISPENSER DISPENSER w - — — 1 2" AIR LINE FROM COMPRESSOR. �-CGI�IPACTED SUB-BASE. LEVEL i SPANNER BOXES � � I I STUB-UP AREA -- / (TYP. OF 2) SEE SH TS _ FOR ELECT. N-4 & N-5. - --- - -- , co 2 WATER SUPPLY LINE i it 6 ; DRIVE SLAB EDGE SCALE: 1/2"=,'-0" ! tT ` \ _3 '4" CONDUIT FOR POWER TO LIGHT. I 13'-2" I � - �`"� I �-PLANTER -- EDGE OF g" I 5'-4�- —_ �8�� _--- - 2'T 2" - I I ( 6" CURB DRIVE SLAB ` , -----------------1-- --- ----- ------------ - - -- .._-__------- -_-__-�—I- N- ------� I � � El.- GUARD POST I I I - I SPECIAL NOTE. I 6 ,- I 1� -� '6" 6" 11" '6" � --YARD SURFACE. ! j CENTERUNES OF ALL DISPENSERS - DISPENSER.- P.O.S. SIGN. AND COLUMNS MUST BE HELD TRUE SO ALL THE HALLMARK 21 ELEMENTS, 12'-6" 15'-1" 12'-6" i PARTICULARLY THE SrIANNERS, UNE - ---- -- -- - ------ - - i t ; I R=.6" I __ _ __ _ I ►1P PROPERLY. 4a _, PLAN (Ai TOP OF SLAB) FOR DURO REEL - -- - -_ SCALE: 1/2"=1'-O" _ ; DRIVE SLAB PLAN E: '16"=l'–O" `I SCALE: 3/ �- \\ 1/2" SEALANT--\ 2" -VALET �,\ CArJOPY COLUMN-- � ' \ I \ � GUARD POSTS.--j =_ __,� --- STUB-UP AIR & WATER CANOPY COLUMN -- TOOLED TO 1/4" SEEQ7 LINES UNDER VALET FOOTING. SEE 3 m - j RADIUS IF PLASTIC NOTE FOR AIR & WATER REELS. c. INSERT IS NOT USED CONTRACTOR TO FABRICATt Vi I AND INSTALL METAL SHROUD FOR BASE PLATES. PAINT - JOINT FILLER DARK GREY (GY-210), INSTALL A 12'0 PVC M4NHOLE o - 7 - 1 �W/ COVER, INSTALL •./2' GATE VALVES ON WATER & AIR LINES. -- - --------- _-- -- -------- -- ------_-------- -- - .___..---------___------------ v �`�`--- INTERRUPT REINFORCING 5/8'0 X 14' LONG-, __ _ �- 1 5 11 PUMP ISLAND PLAN SCALE: 3/8" -0" caI `1 AT JOINT ANCHOR BOLTS (8) � - -2--#3 TIES ® 3" 0..;. 10" x 10�� CANOPY I �� - - —j- -- PUMP BLOCK SLAB. YARD SURFACE # • COLUMN - -- -- -- - I I I I ( ! ° " - ---#4 VEF,T. EA. CORNER r METAL PUMP BLOCK � i FORM 13" HIGH. PAINT z' ° - - - ° ° ® 2 ,LR. CANOPY DOWNSPOUT. FORM DK. GREY (GY-210). 1-1/2" OR 1;'4 -- 4 PVC ROOF LEADER I I I SLAB DEPTH. ° I► ° . PLANTER. DRAIN TO STORn� DRAIN. j \ I I I II ,� I j FILL WITH I 1/4" 001, I e M ° SEE SHEET A-1. -- - -� \ i / �� SEALANT 12 ' I I I , I I ,�' y, , ' ' • ' . . _•0:06 PEA GRAVEL BACKF;LL EXPANSION JOit4T---� TOP OF PUMP BLOCK.... m L, '� /�'/� i�✓/„�i��i��i� ✓i�J� o o x N i ! - `__TOOLED TO 1 -'4" - - o PLANTER CURB SEE - / n � - RADIUS IF P:_ASTIC Z i - -�-: INSERT iS NCT USED AS REQUIRED. SEE z a w p � SHEET A-1. S 04 -00 cn REINFORCING DRY PACK GROUT— ---- - -- ----- -- -- -- I 1 CONTINUES SECTION A--A _ ACROSS JOIN T SCALE: 3 4"=1'-0" ` �-5" ANCHOR BOLT � � / COLUMN FOOTING. - -- - --- --�� - _--_ ✓i - PROJECTION. / �i SEL STEEL FAB. / o - \ �� '� DRAWINGS. n a o SCALE: NONE (n-� -_ _ _. - EXPANSION & CONTROL JOINT 1 AIR AND WATER ISLAND SCALE: -{-------- --- ---__._. ._---- --- --- DATE APPROVED A5 NOTED 3'-6" DRAVIIINOS ISSUED FOR: DRIVE SLAB PLAN & YARD DETAILS ,/ PLANNING REVIEW__ Chevron USA. hc. B D MIT --- -- - -- I11�21/90 4vJ� Marketing Operations S�satt ie -- - - ------ - -_--- ------ / -T 11747 S.W. PACIFIC HWY. i / - - ----- -- CONTRACT DOCUMENT �q TIGARD OREGON In DISPENSER, PIT BOX TO BE AS MANUFACTURED BY �- 3/8"0 STUDS Al HOT FOR CONSTRUCTION -- —_ — REVISITS ' 12" O.C. BOTH SIDES CONSTRUCTId-H i ------- ------� SCALE: AS NOTED DATE: 11 /21 /90 N °D FORMEX INC., 2800 COVER ROAD RICHMOND, , z VIRGINIA 23224 (800) 446-5799. MODEL #3 PRODUCT: 00 NOT USE FOR CONSTR . -- ------ - - UNLESS DATED 6 INITIALLED DR. C. CH.S.W.F . APP. O F115-390-3, 4 PRODUCT: F115-390-4. _ _ - I _ -- --- Q _ -- _ - - -- - - -- -- --- -- -- - -- - - - - - - - �- -- SS# 82.09 w x 4 DISPENSER BOX DETAIL. SCAL F: NONE 31 CANOPY COLUMN "= " -___ _____.__ ______ ___ -- 2— FOOTING DETAIL SCALL. 3/4 -1 o JCB 8655 i y I ' - , -�a..r..--�.�r. .,. _ - _ 9on•' -.• ,. Jz 'l .y:_.. _... ".M�i_ ._ _ .�r..w,..... .w_;•" `_,�T`+w+w.....'"..-""'.".._ � �11�1111III��II�If1��Il�(�'1��1111111�1�111�1�1111111�IItIIII��IIII��IIIIII��II�III�III�tItILIIIIII�llllllllll11111`��IIItII�IIIIII�III��I�IIII�III�III�IIIIiIIIfI��II��iIIIII��I►��I��irli f ,. - _ ' _..._. NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 110 I ! 12 DRAWING IS LESS CLEAR THAN THIS NOTICE IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---- -—_ _ -------� OE 6Z BZ Lt 9? SZ tr2 EZ ZZ 1"l. UI? 61 BI Ll 91 If b1 EI ZI 111 01 6 9 L 9 9 �r b IE--- Z I�'• '" rlllunlllulunln1111n11unlnull111�lin�llu�ntl�mhn�4anf�tupint��IIIu111rluluHg1�111tII111�t1�Ihlllllllt1111111u1�llulu IIII�IuI�IIIIh1u111111uu�i11du1o11111�u11�u1d1U1�1111,tul�llullu�111ullllll�llullwlHlllllu)1111�11u11!l1�11u�111111!11�b1) • FEBRUARY 28 1992 GENERAL NOTES 1. CONSTRUCTION MATERIALS, ASSEMBLIES AND PROCEDURES ARE TO FOLLOW LOCALLY ADOPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES. WHEN A CONFLICT OCCURS BETWEEN SUCH LOCAL CODE AND INFORMATION SHOWN ON THE PLANS, CONSULT COMPANY REPRESENTATIVE FOR RESOLUTION PRIOR TO COMMENCING WORK. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE: CONTACT ARCHITECT IF A DISCREPANCY OCCURS. 3. CONTRACTOR TO PROVIDE A MASTER KEY FOR ALL LOCKS. PROVIDE THREE KEYS FOR EACH LOCK. �- -- 4. FIRE EXTINGUISHERS ARE REQUIRED TO BE INSTALLED AS PER NEPA. No. 10, (2A10BC). --- � � 5. CONTRACTOR TO FURNISH WARRANTIES, OPERATIONAL MANUALS, ETC. FOR ALL EQUIPMENT. I mI 6. THIS PLAN MAY NOT NECESSARILY CALL OUT EVERY ITEM TO BE REMOVED, REPLACED, OR RELOCATED. I ITEMS THAT INTERFERE WITH NEW WORK SHALL BE REMOVED OR RELOCATED. --_ - �_� / FLOOR PLAN AND ELEVATION NOTES - (N) ___ ___ L I. -- - - -- r EXISTING VENEER TO REMAIN. -- +l O2. REPLACE FXISTING GLASS WITH 3" INSUL. MET. INFILL PANELS, COLOR 1.0 MATCH EXIST. SIDING. \ /4 J) INTERIOR ELEVATION T- I T-LI 111111111i \ - O SAFE TIDEL TACC II OR COMMERCIAL GUARDIAN. / SCALE: 1 ,/4"--1 '--0" If 1111 1 111 ] 1 \ O1 O4. CASHIER COUNTER. SEE SHEET A-4. \ O RAISE EXIST. BRICK VENEER TO BOTTOM OF NEW SILL. � I U DISPENSER COMPUTER EQUIPMENT, PUMP RELAYS AND STARTER. SEE SHEET EITr1 riT 7. CASHIER CONSOLE 12 \J FLUSH OUT FASCIA WITH METAL PANELS, COLOR TO MATCH EXIST. EYEBROW AT FRONT & ?EAR FASCIAS. \ 10 f 9. NEW HEADER. (�� SIDE ELEVATION � _ _ _ � j ADE . 10 EXISTING ONE-WAY GLASS TO REMAIN. SCALE: 1 /4"=1'-0'I 11. EXISTING SLIDING DOOR TO BE REPLACED W/NEW HINGED DOOR. II 1.2 EXTERIOR SLIDING GLASS DOOR AT REFRESHMENT AREA OMITTED FOR CLARITY. 13 ELECTRICAL PANELS. SEE SHEET E-1. 14 EXISTING HINGED DOOR TO BE REPLACED W/NEW HINGED DOOR. 15 POINT EIGHT CASHIER CONTROL STATION. 16 EXISTING DOOR TO REMAIN. I N TEEM OR ELEVATION 17 EXISTING CHAIN LINK ENCLOSURE TO REMAIN. i SCALE: 1 /'4"- -', ' 1 S EXISTING SOFFIT TO REMAIN. 19 EXISTING SHELVES TO BE REMOVED. 20 REPLACE EXISTING WINDOW WITH NEW INSULATED BLUE-GREEN SOLEX GLAZING. SEE WINDOW SCHEDULE FOR SIZE. - / 21 NEW SUSPENDED ACOUSTICAL TILE/T--BAK CEI'_ING. HEIGHT TO MATCH NEW HEADER-SEE ROOM FINISH NOTE #1 - - - -- - - = - - -- - --- - <<�} HARDWARE SCHEDULE ROOM FINISH NOTES20-= = -- - ----- r X X X X 17 GROUP 1: CLOSURE: INTERNATIONAL 40 SERIES N.D. CLOSER, SURFACE MOUNT. 1. SUSPENDED ACOUSTICAL TILE CEILING TO BE 11SG ACOUSTICAL PRODUCTS CO. GYPSUM (�, l'+� (N) (E� j HINGES: U.S. ALUM (JACKSON) OP40G, OFFSET PIVOTS TOP AND BOTTOM. CEILING PANEL ITEM #3270. T--BAR GRID SHALL BE WHITE IN COLOR SO AS TO MATCH EXISTING COVERED DEADLOCK,:MS 1850 A. DEADLATCH MS -4710. THE CEILING TILE AS CLOSE AS POSSIBLE. TRASH ENCLOSURE .X ADAMS-RITE 7800 SERIES, ELECTRICAL - _ 456DOO8 STRIKE;LE'v SERIES LATCH LOCK; 2, ALL WALLS TO HAVE 4" BLACK RUBBER BASE. PAINT WALLS AS SPECIFIED BY COMPAt,r 4568 SERIES LE`,'ER HA.t.JLt (3',3 FINISH); 1850 SERIES DEADLOCK REPRESENTATIVE. W','2 CYLINDERS (SCHLAGE). - l I / 1 `I SPFCIAL HARDWARE: U.S. ALUM PULL HA.NDiI.E AND PUSH BAR. L 1' 3. ALL NEW AND EXISTING BUILDING WALLS (METAL AND MASONRY), TRIM, FASCIA, DOORS I,- �_� r_ i r, 1 r - - - _ — X - - AND DOWNSPOUTS TO BE REPAIRED AND REPAINTED AS NECESSARY; COLOR TO MATCH ( -- -EXISTING. CHEVRON ENGINEER TO APPROVE PAINT SAMPLE PRIOR TO APPLICA110N. ROOM FIMSH SCHEDULE ,3 * FRONT ELEVATION EXISTING WALL UTILITY EXISTING MEN'S 4 KEY 2 �L) 0 � � SCALE: 1 /4"==1 '--0" � ROM L i Ld i 3 % Z z = Q RESTROOM J J � I WALL - - < ;Qom - - wwL z mU- j1 2 3 400 =I � SALES AREA 4"R ER I ER ER ER JER AT 19'-6" I - OFFICE. I ER ER ER ER ER ER AT ER SEE NOTE 3. EXISTING WOMEN'S RESTROOM FEXISTING OMCE REST ROOrn ER ER ER ER ER ER ER ER SEE NOTE 3. .................... L j 2,) --- 19 - ----� �- 1100 \�, DOOR SCHEDULE ) o-- '-_- -� ��'A L- EXISTING , _ 1 FXISTING; SALES AREA � ' —1—� -W-� 4 --, i VENDING I �,� 1 MACHINE -- w z w � _ ---- - - AREA � _, o }- —� - - 1 s 3 1 11 0 I w U 0cy) QI 0 I Y N O 14 O cn CC 1.0 - �- N m Z I z 9 1) W x — --_ — - Q 0 z � N o < U .- Ir Q 10 n 3 - -- -- — ABOVE UNITED STATES AL » ALUMINUM CORP. 3'--0"x 6'-8" AL -- CA T -- AL 1 1 250 NARROW STYLE, 10" HIGHBOTTOM RAIL _— 3 INTERIOR ELEVATION FLOOR PLAN_ UNITED STATES 2'-6" x 6'-8" AL - CA T - - AL 1 1 250 NARROW STYLE, 10" HIGH 130TTOM RAIL. ALUMINUM CORP. SCALE: 1 /4"-1 --0" SCALE: 1 /4t=1 '-0" DRAWINGS ISSUED FOR: DATE APPROVED _ SCHEDULE LEGEND-- ---.. - __ -_ - -- WALL LEGEND- ...- - WINDOW SCHEDULE - RHS._. o»rrm SALES AREA FLOOR PLAN__ _ 1 � I V) PLANNING REVIEW__ AT - ACOUSTIC TILE Ri = RIGID INSULATION -� a Y - --- - - - - --- - - Chevron USA. d1G. FXISTING WALL TO REMAIN 0 — = z P DMIT. I'%'4'�'' `''�' _ Marketing Operations Seattle SC = SEALED CONCRETE m W x (n N Q 1747 S.W. PACIFIC HVVY. AL = ALUMINUM - -- -i CT - CERAMIC TILE T = TEMPERED N F- z - --- — - T10ARD, ORLEGON BA, CLEAR ANODIZED I�EW /}" STUD hr�l L N Q E W CON TRACT DOCUMEN T C R == BLACK BA`'E (n C7 NOT FOR CONSTRUCTION DG = DOUBLE INSULATED BLUE--GREFPJ SOLER _ RUBBER- � _ -. _ REVISIONS _ S = SINGLE PANE GLAS�, CLEAr� _ _ ____ „ ER — EXISI114G 10 REMAIN — _ 1 50-30 x 5,-6" AL CA DG SIZE TO BE VERIFIED — CONSTRUCTION 0 1- SCALE: 1 i 4 =1 —O DATE: 11 '21 ,`90 o GM = GALVANIZED METAL L_ 1 EXISTING WALL TO BE - — ---" r - - 55'-3" x W-6" AL CA DG SAFETY GLASS. SIZE TO BE VERIFIED o o N o T u s E E o R c G N s t R. Q DR. C.U.H. CH.S.W.F. APE'. O MGD = METAL & GLASS DOORS REMOVED UNLESS DATED e� I N I T I A L L!D --_ _-T- __- ------ — _. � P - PAINTED 3 3'-0" x 2'-6" � - - ------ - - - --------- -- - ------ ---- Q 1 z AL CA OG SAFETY CLASS. SIZE t0 BE VERIFIED RECORD_ DRAWING �--- _- ---- _— PER = PAINTED EXISTING WALL TO REMAIN r - --- - - - - .-----___ `___-- --_- - _-_ - __-_-- _ _- SS 8��09 ,I PGB = PAINTED GYPSUM BOARD (NO TEXTURE) (� 3'-6" x 5'-6" AL CA DG SIZE TO BE VERIFIED # d PTGB - PAINTED TEXTURED GYPSUM BOARD 5 4'-5" x 7'-6" AL CA S SAFETY GALSS, SIZE TO BE VERIFIED — Q JOB# 86`5) A - 3I z 4 C,F �� .,..w. -w � r�NWe�lll�lt111111 1111 (IIIIII1jL IIII111III1lI11 11t III IIT III lI) t li'! III III III IIIIIIr (IIIIII Illlfi tI01tIl 1111!!! 1;11111 1111111 1111111 1111111 ill�rll 1!11111 IIIIIIIIIII�ItI ! + � r i i 2 3 4 5 6 7 6 9 TIO I ! 1 2 NOTE: IF THIS MICROFILMED � � -� —•µa DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TW QUALITY OF THE ORIGINAL DRAWING. OE 62 9Z �.Z 92 SZ ►t Ce ZZ IZ OZ 61 91 LI —bl 51 bl EI ZI II C,I 6 9 L 9 S b E Z I"• *' II 1 II '••- I rn1111111UIIInnIuul1n1111UIn11I1n1�1111uH11tIHhltnlrllaba'n�aHllttt�1111tI11111111111i111UliI1tIIHIItt+II1111Iillilt1111111111111111�11111111111IIIIINIIIIIIIII111111►IIIIIIIIIIIIII+IIIII�LBIIIly�I111111IIIIII1111111111111111W�11111111ili111UUlI�IIIIIIUhill�lllf IIII' FEBRUARY :& 8 1992 CASHIER CONTROL STA11ON -\ I BACKSPLASH BACKSPLASH I BACKSPLASH BEYOND -- ` - ---- - --------- ------ -- r---� \ IL 11 Id L E-1 2 BEYOND 'J.- =\�=CIL- V,4 -- SEE - [ h � � I \ I SAFEITI - 71 ►� — I Ai)JUSTABIE MEl_l AMILJE_ V 3 �� I SAFE i i II 44 CABINET. SHELF (GREY). -- SEE NOTE #3 L 3 ELEVATIONZSECTION SCALE: 1/2"=1'-0" 2 ELEVATION/SECTI ON :CALE: 1/2"=1'-O" 1 ELEVATION SCALE: 1/2"-1'-0" ! 4 NI o � 3_ 5 +42" 2 +35" o �0. 11 1/20 II -i /Al 44" CABINET �- CASHIER RECESSED CASHIER SEE NOTE #3. CONTROL COUNTER. CONTRACTOR STATION. TO VERIFY SIZE. -� DISPENSER COMPUTER _J / EQUIPMENT, PUMP r------- I RELAYS AND STARTEDS. ,may/ i I I I n HEI / I OPENING AA IU FOR SAFE I —� I I IL_ [ ADJUSTABLE MELAMINE SHELF (GREY) 5 ELEVATION /SECTION SCALE: 1/2" -O" 4 ELEVATION SECTIONSCALE: 1/2"=V-0' " CASHIER CABINET PLAN SCALE: 1/2 =, -0 i M 00 t O r U NOTES DRAWN SUED FOR: DATE APPROVED .�.�._ �-. PLASTIC LAMINATE FINSIH SCHEDULE - -- - -- _ -- - -- __.----------. CASHIERCABINET �t SERVICE --------- --------------_._-------.- -_-- -- -_____-- - - ------- ___- ------__ -- ----- PLfi,NNING REVIEW - -- --- - Chswron USA. kr. MANAGER'S CABINET PLANS & DETAILS PERMIT Marketing Operations Seattle - __- __ - J--------_- --- - _ --- ---- 1. PROVIDE HOLES THROUGH COUNTER TOPS W/METAL GROMMETS FOR EQUIPMENT CORDS, SYMBOL MANUFACTURER CATALOG NUMBER -- --�-- 11 /47 S.W. PACIFIC I`-IWY WHERE REQUIRED. LOCATE IN FIELD. 4. ALL HINGES TO BE INSTALLED INTO HARDBOARD. ----- - -- B I D Lo 2. EXCEPT WHERE NOTED W/PLASTIC LAMINATE FINISH SYMBOLS, ALL BACK PANELS, BASES Lo 5. ALL BACKSPLASHES ARE TO EXTEND FROM TOPL1� FORMICA STORM 912, MATTE FINISH CONTRACT D O C U Y E N T �- TIGARU, OREGONOF COUNTER TO BOTTOM OF WINDOW MULLION. NOT Fop c o N ' T R U C 7 1 0 N o`S AND SHELVES SHALL BE GREY MELLA—MINE. GREY MELLA—MINE COLOR SHALL MATCH _ _ __ _ _ . - _ REVISIIJNS _ AS CLOSE AS POSSIBLE TO PLASTIC LAMINATE GREY COLOR. P� " - CONSTRUt;TION '^ - �--�-_---- - - � ;GALE: AS NOTED DATE=: 11 /21 90 'I 6 3. 5 DEEP SWING OUT UNIT W� SOLID BACK PANEL. GREY MELLA-MINE FRAME. E2 ] WII.SON ART I PLATINUM D315---ti L� -11, �� D0 NOT USE FOR CONSTR. -- -�-- --- z INSTALL GREY PAINTED PEGBOARD ON THE BACK. PR041DE FOR PROPER PEG ---- -- - -- - - --- - - ---- -- --- - -- UNLESS DATED a INITIALLED DR. L.P.L. CH. .hl.F APP. O CLEARANCES. BASE TO SWING OUT AS A UNIT. __� _—__- __ ...___ _ ___—__-____._._______ __ __._ _ - _ Q z - -- ---- _ S# 8209z 4 BLACK RUC'BER BASE Q 'PFRM T T nTr, TaTTP4(In 9.90 ' • .` A - 4 L, ----- ._. __ --- - ---- - JCB# 8655 zl _..; . --.._._.,.........._.. .�,,..,,y�t,. -- � - :.'._�._-..—__. . ....-��.rr.�--' s-,•. r. -��[ r ,y1 • � - .... - ��mow:...=' ___ �'"f'c.!�►�'�'..�y;_. - . '±awn`mr'. .- _ — _ � • I I) ��11•IIIIIIi1lI'II�i'I�I1111�Il�1111111I111�1�1I111�111I11111111`Illl.�lliltllll•Illlllt�l'j1ItI �111I11111111[Ill IIll IIll 111I111p 1111111 1111111 1 1111111 111 ';I�Ilill�flll�ll(It,II11111 1l1i#JI'll , +. I I 12 NOTE: IF THIS MICROFILMED � ' ? 3 4 5 6 7 8 9 10-- ------ --- ---. --_ -�---. ----- - _. _ � _. .. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THF ORIGINAL DRAWING. QE 62 92 LZ 97 S1Z ft EZ ZZ IZ OI`Z 61 81 LI 91 SI *1 EI ZI I1{I 011 6...1 9 1 1 19 S 1r - EI Z 1"•"" 9-A s�!l�Inl('uu1u1111n1�In11mllnu�u1N111I�1111t111fhIttlufin"IlfllilutLMnI�Il11�tUl�lllllllu�IIII�IIIIIII�I�I11111u1�llll�llll�llll�11�11�IIilII111�;111�1111�1111�1111�111t)Illllllll�llfllllll�lul�llllllrlll�ull�lu111111�1111111IIIllllllfl�IlUlllll�lllllllllNlll�IIUIIIIi�IWllll 'FEBRUARY 2 $ 1992 NOTES 1. ELECTRICAL I! `4LLATION SHALL BE IN COMPLIANCE IMTE MOST RECENT EDITION OF NATIONAL ELFCIKICAL CODE AND ALL APPLICABLE STATL AND LOCAL CODES AND ORDINANCES. 2. ALL. ELECTRICAL. MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITERS LABORATORIES INC., SHALL MEET THEIR REQUIREMENT'S, AND SHALL BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED AND iABEI SERVICE IS REGULARLY FURNISHED BY THAT AGENCY. j. CONTRACTOR SHALL INSTALL. GROUND, SIZE, AND POWER ELECTRICAL SYSTEM PER CODE AND MUST COMPLY TO N.E.C. ARTICLES 500, 501, 510, 514, ETC. - - �X X/ X -�- -- X X 4. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250 AND 501-16. GROUND WIRES SHALL. BE RUN TO AL LIGHTS, APPLIANCES AND FIXTURES. USE GROUNDING TYPE DUPLEX OUTLETS: I ` AL MOIORS, EQUIPMENT AND CONDUIT SYSTEMS SNAIL. BE GROUNDED. THE WATER SUPPLY LINES AND BUILDING METAL FRAME SHALL BE PART OF THE GROUNDING ELECTRODE. THE CONDUIT SYSTEM AND CONDUCTING I I WIRE ENCLOSURES SHALL. BE HONDED TOGETHER, 5. CONDUIT ROUTING SUGGESTED ONLY. THE MAXIMUM 14UMBER OF CONDUCTORS OR FIXTURE: WIRES IN SINGLE CONDUIT SHALL BE CHECKED PER TAC'ES, CHAPTER 9 OF N.E.C. ALL CONDUIT SHALL BE INSTALLED AND x / SUPPORTED AS PER N.E.C. CHAPTER 3. AI i_ INTERIOR BLDG. CONDUIT SHALL BE MINIMUM 3/4" EMT UNLESS NOTED OTHERWISE. E 6. MINIMUM WIRE SIZE SHALL BE COPPER 112 THWN. ALL CONDUCTORS SHALL BE CONTINUOUS AND WITHOUT SPLICFS BETWEEN JUNCTION BOXES. / � I 7. SEAL CONDUIT SYSTEMS PER N.E.C. ARTICLES 501, 510 & 514. I - I 8. CIRCUIT BREAKERS SHAL BE BOLT ON MOLDED CASE TYPE WITH THERMAL MAGNETIC TRIPS AND SHAL HAVE WATER HEATER LOCK OUT DEVICES. CIRCUIT BREAKERS USED AS MOTOR DISCONNECTING MEANS SHALL BE CAPABLE OF BEING LOCKED IN TIME OPEN FOSITION. FN � 7 IL - LTG./PUMP UPJDERGROUD CONDUIT 9. ALL SWITCH PLATES AND COVER PLATES IN OCCUPIED AREAS SHALL BE STAINLESS STEEL. SWITCHES SHALL BE IVORY. CONTACTOR BOX TO UTILITY CO. SEE 10. CONTRACTOR SHAL INSTALL (INCL. SPEAKERS) INTERCOM SYSTEM. ' \' ��--- EXIST. PANEL I SITE PLAN SHEET A-1 ' __ _--_ __ �- — COMPUTER LINE CONDITIONER 11. 1UNCTION BOXES SHALL BE SIZED PER N.E.C. ARTICLE 370. _-____ __ _ I — 400 AMP.120/240V 10 3w -`----- 12. CONTRAC,-OR TO PROVIDE ELECTRICAL FOR HVAC PER MFR. SPECIFICATIONS .AND ALL STATE AND LOCAL CODES. SEE MECHANICAL PLAN FOR EQUIPMENT LOCATIONS AND SPECIFICATIONS. INSTALL HORSEPOWER RATED NEMA 3R OUTDOOR MOTOR k,RCUIT SWITCH ON All MOTORS. SWITCHBOARD WITH CT SECTION BILL OF MATER!ALS. JUNCTION BOX FOR _ ELECTRIC DOOR _ ITEM DESCRIPTION QTY. � REMARKS STRIKES -- ------- ----------- --- _-- TO CER AREA 1 ( INTERCOM TERMINAL BOX, 10"x10"x4" DEEP -- 1 SLEDETA --- - -; - --- --- --_ I NEMA 1 ENCLOSURE, HOFFMAN' CAT. No. A-10N104. - 723 TO)—) BELOW ACOUSTIC TILE-� --- --�� G I 15 I C2) CASHIER PUMP INDICATING LIGHTS SEE LAYOUT AND WIRING, P1-23.27 I I \ ___---- __ P1-25 CONTROL CONTROL DOOR STRIKE SWITCH 1 DRAWING E-2 _---- — — ----- __-- STATION LIGHTING CONTACTOR SWITCHES (POINT 8 POWER) - �- _ -- -,--- P1-15 EMERGENCY SHUTDOWN SWITCHES P1-27 3' j J- DISPENSER INTERFACE MODULE 1 � ' 1 — P1-19,25 I - -- �- 15 _ � 15 TO LINE CONDITIONER - - -- _ 1 P1-19 N.C.R. CASHIER 0 DISPENSER DATA DISTRIBUTION BOX. P1-17 -1" C.O. �- 1/2"C,2#12I I P'.-1 TSO C (TYP. OF 3) O INTERCOM MAIN STATION, 1 / \ P1-23 _ c c 3M CAT. No. D-20 INTERCOM ICEi - — 1-2 1-21 - P1-17 P1-17 --� 1 DISPENSER/PUMP / \ � ,JUNCTION BOX FORE CTRIC DOOR STRIKES 60 CASHIERS CONSOLE (REUSE EXISTING NCR 2157) 1 EMERGENCY SHUTDOWN \� — DEDICATED RECEPT. PUSHBUTTON $ --- -- 1/2-C,2#1 2 WINDOW SIGN RECEPT. O / IFOR CASHIER CONSOLE. TO(� MGD. FLUSH IN CEILING.STARTER AND CONTACTOR BOX WITH DISPENSER 1 SEE CONNECTION DIAGRAMS, TELEPHONE J-BOX W/ JACK. vv CASHIER RECEPT. SURFACE (TYP. of 2)-- DISCONNECT SWITCHES. DRAWING E-6 RUN 1" CONDUIT W/ PULL / Mm. AGAINST COUNTER ® EMERGENCY (POINT 8 POWER) LINE TO TELEPHONE BACKBOARD. / TOP BACKSPLASH. (TYP. OF 2� EXTERIOR DISPENSER EMERGENCY SHUTDOWN, OIL TIGHT/ (TYP. OF 2) INTERCOM WATER TIGHT/CORROSION RESISTANT "SQ D" 9001-KR-9R W/ CASHIER CON 1 INTERCOM MAIN STATION. U 9001-KA-3. TAT10N TROLL Y ----_'- 2 POSIPON SELECTOR -NITCH, SQ. "D" CAT. #9001-K.S-11BH2, 1 MOUNT IN ENCLOSURE E LE�.TRICAL _FLAN LIGH nN ^ PLAN WITH LEGEND PLATE KN-244 I SQ. D CAT. #KYAF-1 OR EQUAL -- -` ------ --- ------^- -- SCALE: 1/4"=1'-0" -- - ---__---_. __ - --------- — SCALE: 1%4"=1'-0" NOTE: THIS PLAN SHOWS NEW WORK ONLY AND DOES NOT NF:%'1cSSARILY INDICATE EXISTING OUTLETS AND EC jlPMENT TO REMAIN THAT WILL LIGHTINGFIXTURE SCONOHEDULE NEED TO BE I?LCONNECiED. NOTE: EXISTING BURGLAR ALARM YM. DESRIPTION MFGR. CATALOG N0. LENS ACCESSOR{ES LAMPS) REMARKS _ - - — SYSTEM TO REMAIN. RECONNECT " - `- - — - -- ---- -- AS REQUIRED AFTER NEW WORK O) IS COMPLETE. (DB 4 LAMP 2'X 4 FLUOR. Z SF G440 A 125 ENERGY O RECESSED LAY—IN L.ITHONIA 12 125 120 ACRYLIC SAVING (4) r---RESTROOM DOOR RELEASE CONTROL SYSTEM — ES — PR15�1ATIC BALLAST F40/WW/ES DEDICATED RECEPTACLE TROFFER -INTERCOM MAIC #12 THWN TO COMPUTER FOR CASHIER F-- 3/4"C-3- CONSOLE. --- STATION 5 LINE CONDITIONER IN UTILITY ROOM i ---- -- DATA DISTRIBUTION BOX 4 CASHIER CONSOLE I I 1"C-14 #12THWN TO STARTER �-� CE I DATA CABLE.- ---- rSTATIOCASHIER CONTROL CONTACTOR BOX IN UTILITY ROOM ___`_._____ ----� I STAl10N �' � -- DISP. INTERFACE MODULE POWER SWITCH� CASHIER AREA WIREWAY - -- - - ---- - DISPENSER INTERFACE MODULE(�) (4"x4"x2'--0" S.C. WIREWAY) DATA I TA CABLE ROUTED IN UT1LI i,i ROOM CIRCUITS TO PANELBOARDS , I � � / TO DISPENSER INTERFACE L —_ MODULE INTERCOM TERMINAL f 1"C-16 #14THWN I --- ` / I DISPENSER DATA TANK MON(rORING do --_ GAUGING EQUIPMENT—— ___-_ J-BOX --_— -- - -- - - --- - - r j SEAL FITTINGS ,_- __--_ =___ ---- -- --- ._------ -----�-- ►� (TYPICAL FOR ALL YARD YARD CONDUITS TO DISPENSERS 1!C CONDUITS)--- ---------- - ---�`� _ CANOPY. SEE SITE PLAN FOR INTERCOM CONDUIT CONDUIT SCHEDULE o TO CANOPY ---- -- — - _----- -- rn B ASHER AREA ELEVATION SCALE: 1/2 -0- A CASHIER AREA ELEVA11ON SCALE: 1/2"=1'-0" ELECTRICAL SYMBOLS LEGEND DRAWINGS ISSUED FOR: DATE APPROVE E RHL Own LECIN(CAL PLAN ----__ ------- ----_-----------------__--------- --------____- _ PLANNING REVIEW Chevron USA InC ELECTRICAL DISTRIBUTION PANEL W.P. WEATHERPROOF PERMIT _ II ZI_�v �'►-IC � Marketing Operations Seattle - � — --- �-- �--- 120V' DUPLEX GROUNDING TYPE RECEPTACLE C.O. CONDUIT ONLY 81 D _ 11747 S.W. PACIFIC H WY. 120V DUPLEX GROUNDING TYPE RECEPTACLE (WITH PULL LINE) CDN TRACT DOCUMEN T TIGARD OREGON LO MOUNTED FLUSH IN CEILING S SWITCH N 0 T F o R CONS T R U C TION RE'JISIONS ------ ' - ------ -___. - - _ 00 120V DUPLEX GROUNDING, TYPE RECEPTACLE F FUSED DISCONNECT CONSTRUCTION ---_-----_--- -----T---- SCALE: 1 /4"=V-0" DATE: I 1 �4I 90 MOUNTEn UNDER COIJN TER 00 NOT USE FOR CONSTR . ------ __W _____-_-_ DR. C.D.H. CH. G'.vV,�, APP. 0 Z �I TELEPHONE UNLESS DATED INITIALLED – --_— i — V IBJ SPECIAL PURFO;E OUTLETAUR HUBBELL IG-5362 = INTERCOMREC SS# 82^0 JUNCTION BOX o Q THERMOS � _ JOB# 8655 E - 1 I ... .._. .. ...... ..yY� y ,([... -. - ♦ �f° � r _.�1 ., -..__......_ ' .-fw�.��d1 y w ��P mail' o .Iij1 1111 1 �k xwN^a,eYas;rr<1'd�yrA,.=S:�wY''.�....•,.-...wwr�q�,�`d.7' '".r _ _ - �. . / ' - � ` tltltltltjl�lllytll�tltltllltlt tlt�tltltlt111t 1111111�II��tllill�lltltlt�tttltlt�illltlt�l�l 'w� l 2 3 4 5 f 7 8 9 10 — I I 12 � NOTE: !F 'THIS MICROFILMED - ---- � � DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 62 92 1Z' 92 SP tit EZ ZZ 12 02 61 91 1A 91 SI bl cI 91 11 01 6 9 L 9 S IF E 2 1'16L �r�llunluu�uulnulnultntlnnitntlllulunllnrhtnlntrlrmint+inu�Inlnit�tnt�un�Ull)11►I�IIUII11I�1It111ulluullll(IIIIIIII IIIIIIIIIIIIII1111111111111Ili ill 111;IIIIIIIIII1�lIII�I1111t11111111�UIt�Itttltnt�nnllut�III111U11llWllllllllllllll l�11111111I�IIlI�W11t11 FEBRUARY 28 1. 992 Ii r PANEL Pi 120/240V 10 R3W 400 AMP MAIN CB: 200 AMP z POLE GENERAL NOTES SUARE D TYPEFNQ�D�, NEMA 1 INRRUPTI�IG RAOTII�G:OI�E IQTAES8NDICA INDICATED _- - --- SERVES Arm 01 1. ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH MOST RECENT EDITION OF OA OC Ila NATIONAL ELECTRICAL CODE AND ALL APPLICABLE STATE AND LOCAL CODES AND CL 1 1 20/1 SPANNER SIGN 1626 2626 1000 CANOPY H.I.D. FIXTURES 20/2 2 2 CL PANEL. "P1" EXISTIN(, PANEL "P2" ORDINANCES. CL 3 3 2011 1 SPANNER SIGN 1848 2848 1000 4 200 AMP, MLO & SERVICE EQUIPMENT '200 AMP, 2. ALL ELECTRICAL MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITERS - A - / MAIN SERVICE SWICHBOARD 120/240V, 10, 3W. 170/24UV, 10, 3W. CL 5 5 20%1 SPANNER SIGN 1164 2164 1000 CANOPY H.1 D. FIXTURES 20/ 2 6 6 CL 120/240V, 1+�, 3W, 400A (SEE NOTE 1) (SEI_ NOTE 4) LABORATORIES INC., SHALL MEET THEIR REQUIREMENTS, AND SHALL BEAR THEIR LABEL CL 7 7 20/1 SPANNER SIGN 1626 2626 ?000 8 WHEREVER STANDARDS HAVE BEEN ESTABLISHED .AND LABEL SERVICE IS REGULARLY FURNISHED BY THAT AGENCY CL 9 9 2011 SPANNER SIGN 1848 1848 10 10 40p 2 ' i 115/2) 3. CONTRACTOR SHALL PROVIDE ALL. LABOR, MATERIALS, TOOLS, PLANT EQUIPMENT, CL 11 11120/1 SPANNER SIGN 1164 1164 -- �Pr( _ 12 Ili / � I � t` I I TRANSPORTATION AND PERFORM ALL OPERATIONS NECESSARY OR INCIDENTAL TO PROPER CL 13 13 20/1 CANOPY FASCIA SIGNS 1010 1850 840 DISP7NSER COMPUTERS -~ 20,11 14 14 CL CLASS T EXECUTION AND COIL,PLETION OF ALL "ELECTRICAL WORK" W.-IcTHER SPECIFICALLY CL 15 15 20/1 SALES AREA LIGHTING 1050 1050 - SWITCHED NEUTRAL 16 400A CURRENT LIMITING � , � MENTIONED OR NOT. MATFRIAI_S AND EQUIPMENT PROVIDED BY OWNER WILL BE AS 17 1 20/1 CASHIEk AREA RECEPTACLE 180 605 425 CARD READER 20/1 18 18 FUSES FUSES L_ _. _ _� SPECIFICALLY NOTED. 19 19 20/1 CASHIER AREA RECEPTACLE 360 360 - -5f^61t 20 ,9 n 175 AMP � /'N 20 AMP ( EXISTING SYSTEM 4. THE CONTRACTOR IS REMINDED THIS PROJECT' IS A MODIFICATION AND REMODEL TO AN 20 1 1 1 a50 X150 a _ T 20 '1 22 22 - GROUND. SEE NOTE #S EXISTING FACILITY. EXISTING CIRCUITING HAS NOT BEEN ENTIRELY .VERIFIED AND 21 21 / COMPJTER LINE CONDITIONER 000 LIGHTING UMP CONTACTOR CONTROL 23 2j 20;1 TANK LEVEL MONITOR _ 300 300 - 5//�G-� _ _ 24 24 THESE DRAWINGS AND SPECIFICATIONS MUST BE ACCEPTED WITH SIS UNDERSTANDING. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS TO ACHIEVE INDICATED RESULTS 25 25 20 1 DOOR STRIKE & COUNTER RECPTLS 500 500 _ `yPh% f 26 2.h4" PVC UNDERGROUND 3 I #2/0 GROUND. EVEN THOUtjH ALL DETAILS ARE NOT SHOWN. 2712 ' TACC II SAFE 2401 240 t*A6,11!5 28 28 TO UTILITY CO. ( SEE NOTE #2. 5. ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH THE SIZE AND 29291 CANOPY FASCIA SIGNS 1010 1010 - SPr��s✓ �^ 30 T2 1/2-C--3# 4/0 LOCATION OF EQUIPMENT ARE SHOWN TO SCALE WHEREVER POSSIBLE, ALL DIMENSIONS 31 31 SPARE -- 720 120 DISPENSER LIGHTING 32 32 CL , & 1# 4 GROUND. AND CONDUIT/ CONDUCTOR, DATA SHALL BE VERIFIED IN THE FIELD. ` 3333 SPACE (SWITCHED NEUTRAL) 34 4 6. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING OF WALLS, 1 CEILINGS, FLOORS, ETC., FOR INSTALLATION OF OU iLET BOXES, CONCEALED CONDUIT, 35135 SPACE SPACE 36 36T ETC. ALL PA ICH,AG SHALL MATCH SURROUNDING MATERIAL AND FINISH. 37 37 SPACE SPACE 38 38 1. THE OWNER RESERVES THE RIGHT 'TO RELOCATE ALL LIGHTING, OUTLETS, SWITCHES, 3939 SPACE SPACE 40 40 AND TELEPHONE OUTLETS, BEFORE THEY ARE ROUGHED IN, AT NO EXTRA COST. 41 41 SPA'.E ISPACE w 4242 SINGLE LINE DIAGRAM 8. CONTRACTOR SHALL INSTALL, GROUND, SIZE, AND POWER ELECTRICAL SYSTEM PER CODE - �-" AND MOST COMPLY TO N.E.G. ARTICLES 500, 501, 510, 514, ETC. TOTAL CONNECTED LOAD ;2 053 `l,'j�%g NOTES 9. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250 AND CALCULATED LOADS: PER CHAPTER 2 OF N.E.C. C;_ - DESIGNATES CONTINUOUS LOAD LML -- DESIGNATES LARGEST MOTOR LOAD 1. ALL SERVICE EQUIPMENT, INCLUDING METER & CURRENT TRANSFORMER CABINET �T'MINATION BOXES, 501 -16. GROUND WIRES SHALL BE RUN TO ALL LIGHTS, APPLIANCES AND FIXTURES. USE DISCONNECT SWITCHES, AND MAIN CIRCUIT BREAKERS SHALL BE RA LTD FOR THE MAXIMUM AVAILABLE GROUNDING TYPE DUPLEX OUTLETS: ALL MOTORS, EQUIPMENT AND CONDUIT SYSTEMS BUS A 12.ti" CONTINUOUS LARGEST CONNECTED TOTAL N.E.C. SHORT CIRCUIT CURRENT AS DETERMINED BY THE SERVING UTILITY Co. SHALL BE GROUNDED. THE WATER SUPPLY LINES AND BUILDING METAL FRAME SHALL BE PART OF THI GPOUNDiNG ELECTRODE. THE CONDUIT SYSTEM AND CONDUCTING WIRE BUS C °I, LOAD MOTOR LOAD LOAD COMPUTED LOAD ENCLOSURES SHALL BE BONDED TOGETHER. (_j4VA X 0.25) + ( 0^ VA X 0.25) + f I t v I VA = 25, 45 VA TOTAL 2• #2/0 GROUNDING ELECTRODE CONDUCTOR TO BUILDING STEEL. FRAME, U.G. COLD WATER PIPE, IN TERIOR 21�' G! 12A 240V 19 - 107 A METAL WATER PIPING, AND CONCRETE ENCASED ELECTRODE UFER GROUND). 10. CONDUIT ROUTING SUGGESTED ONLY. THE MAXIMUM NUMBER OF CONDUCTORS OR AMPERES O -__A__ V_________ _ _ ( FIXTURE WIRES IN SINGLE CONDUIT SHALL BE CHECKED PER TABLES, CHAPTER 9 OF . ;. CHAPTER 3. 3. EXISTING SYSTEM MAIN BOND SHALL HE DISCONTINUED. REMOVE MAIN BONDING JUMPE , AND RECONNECT N.E,C. ALL. CONDUIT SHALL BE INSTALLED AND SUPPORTED AS PER N.E� EXISTING GROUNDING ELECTRODE CONDUCTOR TO PANEL P2 ENCLOSURE AND EQUIPMENT GROUND BUS. ALL INTERIOR BLDG. CONDUIT SHALL BE MINIMUM 3; 4" EMT UNLESS NG ;•ED OTHERWISE. CHECK EXISTING NEUTRAL BUS AND REPLACE IF NECESSARY TO ENSURE THAT NEUTRAL BUS BAR IS ALL CONDUIT IN SALES AREAS SHALL BE INSTALLED CONCEALED IN WALLS, FLOORS, OR INSULATED FROM EXISTING ENCLOSURES. CEILINGS. 4. EXISTING 200 AMP METER TO BE REMOVED. INSTALL 9USBAR LINKS OR CONDUCTORS ACROSS EXISTING 11. JUNCTION BOXES SI-BALL BE SIZED PER N.E.C. ARTICLE 370. METER SOCKET AS REQUIRED. PROVIDE AND INSTALL BLANK COVER OVER METE? SOCKET TO BLOCK 12. CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN, MINIMUM SIZE "19AWG. ALL ACCESS TO ENERGIZED PARTS. CONDUCTORS SHALL_ BE CONTINUOUS AND WITHOUT SPLICES BETWEEN JUNCTION BOXES. 5. ALL CONDUCTORS SHALL BE COPPER TYPE THHN/THWN OR XHHW. 13. SEAL CONDUIT SYSTEMS PER N.E.C. ARTICLES 501, 510 & 514. MOLDED SF 14. CIRCUIT BREAKERS SHALL BE MOLT 01 ' hOLDE CASE TYPE WITH THERMAL MAGNETIC TRIPS AND SHAD_ H,01F_ WATER HEAIER LOCK OUT DEVICES. CIRCUIT BREAKERS USED AS MOTOR D,SCJNI`. PING MEANS SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 15. ALL SWITCH SATES AND COVER PATES IN OCCUPIED AREAS SHALL BE STAINLESS STEEL. SV}ITCHES SHALL BE IVORY. 16. CHIT 1 CONTRACTOR TO PROTIDE ELECTRICAL FOR HVAC PER MFR. SPECIFICATIONS AND AI._l_ STATE AND LOCAL CODES. SEE MECHANICAL.. PLAN FOR EQUIPMENT LOCATIONS ANC SPECIFICATIONS. INSTALL HORSEPOWER RATED MOTOR CIRCUIT SWITCH ON ALI., MOTORS. 18. OMIT 19. ALL EMPTY CONDUITS SHALL BE EQU!PDED WITH 3/16" POL-Y'PROPYLENE PUL_ LINES. CA'- ALL EMPTY CONDUITS. 20. WHEN IN GOOD CONDITION, EXISTING CONDIIT AND WIRING FOR CANOPY LIGHTS, SPANNERS, FASCIA SIGNS, AND I.D.//PRICE SIGNS MAY BE REUSED. REROUTE CONDUITS TO STARTER/CONTACTOR BOX VIA ELECTRICAL WIREWAY. RESEAL CONDUITS AS REQUIRED PER CODE. 2.1. EXiSTING CONDUIT NOT REUSED SHALL BE ABANDONED. aEMOVE CONDUCTORS, THREAD CONDUIT, & CAP BELOW GRADE. 22. FOR ALL EXISTING LIGHT FIXTURES (INTERIOR, EXTERIOR, SHOP, CANOPY, SOFFIT, YARD, ETC.) THAT ARE TO REMAIN, CONTRACTOR SHALL RELAMP WITH NEW LAMPS, CLEAN FIXTURES, REPLACE BROKEN OR DISCOLORED LENSES, REPLACE DEFECTIVE BALLASTS, WIRING AND STARTING EQUIPMENT AND VERIFY THAT ALL FIXTURES ARE IN PROPER OPERATING ORDER. (VOTES FOR----PANEL SCH EDU LES.__ 1. USE SWITCHED NEUTRAL-COMMON TRIP BREAKER FOR CKT PI-14 & PI-32 6. VERIFY LOADS FOR ALL MECHANICAL EQUIPMENT INCLUDING HVAC, SQUARE "D" #QO8220SWN CIRCUITS PI-•14 AND PI-32 MUST BE REFRIGERATION, AND AUXILIARY HEATERS. CIRCUIT BREAKERS, CONNECTED TO THE SAMT= PHASE. FUSES, SWITCHES, AND CONDUCTORS SHALL BE SIZED AND INSTALLED PER MANUFACTURERS NAMEPLATE VALUES AND APPLICABLE CODES. G 2. USE BREAKERS UL LISTED AS HACR TYPE FOR USE WITH AIR 7. ALL PANELBOARDS SHALL BE SUITABLE FOR USE AS SERVICE CONDITIONING, HEATING AND REFRIGERATING EQUIPMENT HAVING EQUIPMENT AND SHALL BE FURNISHED WITH SOLID NEUTRAL BUS & MOTOR GROUP COMBINATIONS AND MARKED FOR USE WITH HACR EQUIPMENT GROUND BAR. TYPE: CIRCUIT BREAKERS. 8. PANELBOARDS AND CRICUIT BREAKERS SHALL BE U.L. LISTED AND LABELED WITH A SHORT CIRCUIT CURRENT RATING SUFFICIENT FOR THE MAXIMUM _ 3. VERIFY LOADS FOR ALL MACHANICAL EQUIPMENT INCLUDING HVAC. AVAILABLE SHORT CIRCUIT CURRENT AS DETERMINED BY THE REFRIGERATION AND AUXILIARY HEATERS. CIRCUIT BREAKER, FUSES, SERVING UTILITY COMPANY. SEE ELECTRICAL. SERVICE NOTES SWITCHES AND CONDUCTORS SHALL BE SIZED AND INSTALL PER SHEET F-1. ------- ----- ---- - --- MANUFACTURES NAMEPLATE VALUES AND APPLICABLE CODES DRAVANGS p4M )ED FOR: DATE 1 .APPROVED SINGLE UNE DIA 9. CIRCUIT BREAKERS USED AS MOTOR DISCONNECTING MEANS PER _ _ _ R_HL_ chev. 4. MANUFACTURERS LIMITATION: THE SUM OF Q-LIME @REAKLR -- USA. - @RANCH NEC 430-102(b) OR SIGN DISCONNECTING MEANS PER NEC 6CO2.(a) PLANNING _R _ Chevrm USA. hr. PANEL � PANS• HOULES h IEIM. N010 RA'fli4GS MOUNTED OPPOSITE EACH OTHER (DOUBLE SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. PERMIT II/,2I/g0 74.1E Marketing OperMbns ')eattle CONSTRUCTION) CANNOT EXCEED 140 AMPS. [BID - J wo 11747 S.W. PACIFIC HWY. 5. THE DISPENSER LIGHTING AND COMPUTER LOADS WERE CALCULATED 10. PROVIDE PERMANENT TYPE WRITTEN CIRCUIT DIRECTORIES FOR ALL _ NEW AND EXISTING PANELBOARDS. DIRECTORIES SHALL. BE MOUNTED IN CON IRAC T DOCOMEN T TIGARD OREGON THE FOLLOWING DATA. FOR THE DRESSER WA�1JE 390 AND N G 1 F o R CONSTRUCTION REVISIONS ' USING PLASTIC ENCLOSURES ON THE INSIDE OF PANEL DOORS, AND SHALL ---- -- - $ 490 MDI TI--GRADE DISPENSERS CONSTFItUCTION �- SCALE: AS NOrf=Cl DATE: 1 i �Z 1 %9d �'j INDICATE ROOMS SERVED AND LOADS CONNECTED TO EACH CIRCUIT. LIGHTING LOAD - 1.5A/DISPE:IJSER 00 NOT USE FOR CONSTR. L, --- -�-- - r N Z 11. PROVIDE GROUND-FAULT CIRCUIT--INTERRUPTER DEVICES FOR PERSONNEL URtE3E DATED ! 1MITIALIF.D DR. C.d.Ii. C�..,.,),K. ApP. .- COMPUTER LOAD = 1.5A/DISPENSER - PUMP MOTOR COIL_ _ .225A/COIL. PROTECTION FOR ,ALL RECEPTACLES IN RESTROOMS AND LUBE: BA''S. -�- R CARD DRANNG--� - L� SS# 8209 ,-I- r•� BiJP900350 _._. Z PERMIT �� Ac nF ?� --- --- -- - _ - - - JOB# 8655 i 4 • - � � I � � � ` ��` I(I I(I 1 1 I I I !, I I T 1 1 ` 'I. 1 1 ! 1 ( 1 1 1 l� •1 1 I '1 V I I I ( 1 1 1 ( I I + I I f {' I I I I I I I I I I 1 1 1 1 1 1 1 III e I ( I T t ( 1 1 1 1 1 1 1 1 1 t l l I t l III _... __ ._ - . .""'"""'"'""-_. .� ( I � � IIIII � I � I � I � � � � � I � I � � � 1 � 1 � II � I � I � .I � III ,II � III � lll � lll � � � I � IIIIIIII I I ,� NOTE: IF THIS M ICROr I LMED I .•-_--2-- 3 4 5 6 7 8 9 ! I I - 12 - DRAWING IS LESS CLEAR THAN f THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL "DRAWING. Oc 62 BZ L? 92 SZ t►Z cit ZZ 12 OZ 611 91 4.1 91 51 bl EI z I I 011 6 A L 9 S b E 2 I WI•j'" + �' " ,NIItn1111uI1I1111I111lllllllllllullllll1111�1IuI11f1�Ir�IrgIN�I,tFI1H1111�11rullullHl�Hf111111�11nIIIItIlui�lntll;nlllnllu Inlll{Illltnhnl�nullnl�1u1�11nllllllunlllulwllll�ulllltllutlllnlull�1111�Illl�Hlll�llllllUlllll�lIUIIlllulnllhwh�l il FE BRU28 19 92 _46" , DISPENSER I 3 CONDUCTORS EA. ---�. - INSULATED BUSHED NIPPLES) �� DISPENSER ----,JN H H N FOR CONDUCTOR PROTECTION --- -- -- - G ROOF DECK 1/4 - 1"0 COpp! DUIT G 4 7/1E" 3" NING (3) P � �- CONDUIT SEAL(S); CROUSE- � � HINDS EYS2 — — 3"— PLAN Y — Y III ----3/4" CONDUITS) 1. DIMENSIONS SHOWN ARE � � II FOR DRESSER WAYNE 390 DISPENSERS. ANUFACRVERIFY TURERS M SIGN OR YARD LIGHT COLUMN BOTTOM OF FACIA -- DIMENSIONS. II II _I 6 AWG BARE COPPER I I i I IJUNCTION BOX I 2, VERIFY ORIENTATION OF DISPENSERS PRIOR TO SUPPLEMENTARY GRD. I I I I AffY �- , 1 Y STUBBING CONDUITS. IF REQUIRED BY LOCAL _ _ 3/4" I- _-' y„ CODE. _ 1" CONDUIT SEAL F;TTING(S) ` INS TALL NO COUPLINGS 3/4" UNION CROUSE HINDS -� L�I I I d FINISH GRADE LINE BELOW SEAL FITTINGS) & CAT. # UNY 205 (TYP) / 3 1/2NOTE " STALL PLUG UNLESS z _ ABOVE PUMP BLOCK 3/4" SEAL FITTING CROUSE CONTRACTOR IMMEDIATELY M HINDS CAT. # EYS 1-6 (TYP I I INSTALLS REMAINING ` CONDUIT RUN. �i DATA + POWER - l6" / N 1" THROUGH-BULKHEAD l \ MIN FITTING(S): MYERS CAT# STTTB- 3, W/I" MATTING \ RIGID CONDUIT NIPPLE 3 MPD DISPENSER DETAIL SCALE: 3/8"=1'-p" AS REQ'D TO CLEAR COLUMN BASE PLATE tAl SEE ELECTRICAL SITE PLAN FINISH GRADE FOR CONTINUATION Z DISPL-vSE.R BUILDING M S YARD LIGHT-SIGN CONDUIT ENTRY DETAIL SCALE: NONE N 1" GALV. RIGID STEEL CONDUIT(S) CONTINUOUS FORM F DOOR RELEASE CYSTEM IS AS FOLLOWS: COLUMN UNTIL CONDUITS ARE ?4" BELOW GRADE D INSTALL (2) TRANSFORMERS MEETING THESE SPECIFICA _ PVC TO THREADED STEEL ADAPTER 1" RIGID PVC CONDUIT(S) SEE SEAL_ - - SEAL AGE = 120 VAC. ELECTRICAL. SITE PLAN FOR GE = 24 VAC. CONTINUATION 3. = sBovA. SCALE: NONE RMC PVC - 2'-p" MIN. RMC B. (24FURNISH HC) CTRIC RELEASE LATCH STRIK #310-3-1 5 CONDUIT RISER CONOPY COLUMN DETAIL C. FURNISH & INST TY PUSHBUTT # BF214 STAINLESS STEEL PVC TO METAL NOTE: AT LEAST 2'-0" OF FLUSH PLATE W/P CONDUIT COUPLER METAL CONDUIT TO EXIT (TYPICAL) GROUND TO SEAL FITTING. D. FURNISH AND INSTALL_ N "WARNING-TRANSFORMER CIRCUIT PER N.E.C. ARTICLE 514 SUPPLIED FROM SEPARATE SALES BUILDING PANELBOARD". i � YARD TROOM UNDERGROUND PVC CONDUIT SHALL BE USED —] SALES6�� I 1. RESTROOM DOOR RELEASE SYSTEM IS AS FOLLOWS: ONLY AS ALLOWED BY N.E.C. 514-B EXCEPTION N H NO.2 AND APPLICABLE LOCAL CODES. VERIFY I 5 I R 24 VAC A. FURNISH AND INSTALL A TRANSFORMER MEETING THESE SPECIFICATIONS: SUITABILI fY WITH A,-I- APPROPRIATE AGENCIES. ERS PVC CONDUIT SHALL BE SCHEDULE 40 OR HEAVIER 120 VA �1 1I I 1. INPUT VOLTAGE = 120 VAC. WITH ALL PORTIONS BURIED MINIMUM 2" BELOW GRADE. 2. OUTPUT VOLTAGE = 24 VAC, I I DOOR RELEASE LATCH- 3. VA RATING = 40VA. WOMEN B. FURNISH AND INSTALL FOLGER ADAMS ELECTRIC DOOR STRIKE 21 PVC CONDUIT DETAIL 24V R RELEASE LATCH- (MODEL. #7840AN-545-628-00) SCALE: NO C. FURNISH AND INSTALL TWO TOGGLE SWITCH OPERATORS AND CONTACT BLOCKS - 3/4 C,- 3#12 � Dl')( ONNEC.T IN NEMA 1 ENCLOSURE UNDER CASHIER COUNTER. THWN SWITCH IAF OPERATOR CONTACT BLOCK LEGEND "OPEN" CONCRr_TE OR ASPHALT GRADE COVER SQ. D D2E1R DA10 DN 64 Q 6" WIDE YELLOW MARKING TAPE ALONG, TRENCH. CASHIER ALLEN MFG,# AMT-10p6-RE. I I NOTES: E�)TROOM DOOR RELEASE WIRING DIAGR N FI R A IA RESTROOM �/T 1. BACKFILL AND COMPACTION FOR Mp 7t= . . ALL CONDUIT TRENCHES TO MEET 15A I z STATE CITY COUNTY, AND LOCAL 120 VAC I REQUII EMEt rS. 40VA f— —"1 I r� � DOOR RCLEASE LATH TOP OF CONDUIT `� 3 MIN ;•,.. . • , • .•.. :�• 2. BACKFILL AND LATERAL COMPACTION FOR SERVICE LATERAL CONDUIT 120: 24VAC MEN MIN URILI,TY C MPANY REQUIREMENTSH TO MEET LOCAL . IFSOIL IS NOT ROCK FREE, ADD WALL I I I ( I it DOOR RELEASE LATCH 4" TO DEPTH OF SERVICE LATERAL __ _ WOMEN SEE NOTE 2 CONDUIT TRENCH. -�--- -�- Ap r I MATE PEAKGRAVEL (TYIPICAL) UIT STUB-UP AREA-- I BELOW CONCRETE OR PLAN 1/2"C.-2 #12 1/2"C.-3 #12 ASPHALT GRADE COVER. --- THWN THWN SEE NOTES 1 AND 2. T P1204 SIE A/R RESTROOM DOOR RELEASE WIRING DIA►G. SCALE: NONE 1 CONDUIT TRENCH DETAIL SCALE: NONE B S BLDG. DRAWINGS ISSUED FOR- DATE APP OVED FLOOR _ RML Chevron ELECTRICAL SITE DETAILS-NOR'T'HWEST _ IT PLANNING REVIEW � Chevron S.A. Inc. v — P E_H_M I T _ njzl/�� vJF Marketing Operations Seattle 11747 S.W. PACIFIC HWY. EI OVATION B I D C O N T R A f. T [1 O C U AI E N T TIGARD, OREGON O N 'IT FOR CONSTRUCTION REVISIONS C O N S T R U C T I O Nn - SCALE: AS NOTED DATE: �'i'2VIr o 00 401 USE FOR CON 5 T R _ DR. C.D.H. CH. APP. w UNLESS DATED & INITIALLED REGORC DRAWING i— - ! G _ SS# 8208 1w - PERMIT N�; . B�-') ��''��` �: - - - 3 ARD CONDUIT STUB-UP SUPPORT s .JOBS# 8655 — `I o z m _ -. ,.- a�., - .y "' " > - - ''• .,CMT:.. - .......,Y......, - —1-1 loll I.r •� II� I1�11�111�111 (111111 1EIII11�lIIII�IIIIIIlIIIIIIII�I+�I�iIIII (IIIIIII�1lIlil1111111) IIl�III,IIlllrl IIl111lIIIl111l111111111II,IIIIII1111�11I1I111111IYIIIrIi'1IIIIIIIIIIIEI111IE111► NOTE: IF TH IF MICROFILMED !0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, I7 IS DUE TO rt THE QUALITY OF TI•E ORIGINAL DRAWING. Oc 62 82 LZ 92 SZ bZ EZ ZZ IZ 0i 61 61 LI 91 SI VI EI Z i1 01 6 Q L 9 S b E Z 1"•1*' �'" r�Illlllllllll�lllllllll�uullHllllUln1�1111It11q�11NhErf�tTE of ntl III1111l1111{IIII�tIUlIH1�IlI1�'111�11UIIt11�1111IIII Ill IIT1141111111111III11I1111II1111111Ilindiiiilt1;111uiliUIliuilioiluiiIu1111Ini1u11n11I•IIilim11i1111111]1Wiiiii iiiiI1i►Iulujiliwliii FEBRUARY 28 1999 "" I SECTION 1 SECTION 2 SECTION 3 4'- PA" 8' 6" T I ,•, � I p1-13 I I E NO SIGN L 1 , I _ I CANTILEVER SECTION - ' I ' SECTION 3 IP,1 2 PI I-6 , PI-6 rSECTION 3 - COLUMN - _- IT 1 GRADE G ' 1 I I I i I I I SPANNER SIGN IDE r J T IF-IC AT ION REFER TO CANOPY CONDUIT PLAN FOR SECTION NUMBERING DESIGNATIONS. r - - I r 1 — -- �� j SPANNER SIGN CIRCUIT CONNECTION I i CKTS. F'I 101 -7 CKTS. CKTS SECTION i BOX LIGHTING SECTION 2 BOX LIGHTING SECTION 3 BOX LIGHTING I ' ' SECTION 1 END SIGN ( 1848 WATTS TOTAL I SECTION 3 END SIGN I ( 1164 WATTS TOTAL ) I I SECTION 2 - DOWNLIGHTING 11626 WATTS TOTAL ) ' I I SECTION 2 ' SECTION 2 Pl-2 i I ; PI-2 P1-6 I I , 1 NOTE FIELD ELECTRICIAN t5 RESPONSIBLE FOR PROVIDING AND INSTALLING CONDUITS d CONDUCTORS FROM CANOPY COLUMN FITTMdG TO SPANNER CIRCUITS INDICATED ABOVE, V- I L I I I L ` , I I , 1 I I I I I 1 SPANNER LIGHT SYSTEM I SPANNER LIGHT SYSTEM --- SECTION -SECTION I PI-�, PI-� � pI-II I I I SECTION I ' _ SP1-2 I I , P1-2 P1-6 I 1 P1-6 1 4, I T CHEVRON HALLMARK SIGN z I I I I (TYP FOR 2) } - - iLl I 61- 0" 61- 0" "CHEVRON" WORDMARK 61, (TYP FOR 2) - - - --- - - - CANOPY PLAN SCALE '/4"- 1' 0'. lV \ 'h v 4%;' MAX J Q NOTES FOR PLAN �- G C SHALL INST L JUNCTION TBOLICH/? FIXTURE. 0 Q 1. ALL ITEMS ABOVE ROOF DECK SHOWN WITH SOLID LINES. FIXTURE 6 FURNISHED wITH 24" ELECTRIC LEADS. d ALL ITEMS BELOW ROOF DECK SHOWN WITH DASHED LINES. 2. ALL RACEWAYS ABOVE ROOF DECK TO BE EMT, EXCEPT I I - LlLl WHERE NOTED. ALL JUNCTION BOXES, CONNECTORS, COUPLINGS AND FITTINGS SHALL BE RAIN-TIGHT. RACEWAYS SHALL ---- -- - - � _ � � _ \I_ „ 2 COMPLY WITH LATEST EDITION OF NATIONAL ELECTRIC CODE. - --- -- - MINIMUM CONDUIT SIZE 4". MINIMUM SIZE OF JUNCTION W BOX 4"X 4"X 2" . I- 3. PROVIDE 6 INSTALL 010 EQPT GRD'G CONDUCTOR IN Q ALL RACEWAYS. BOND EQPT GROUNDING CONDUCTOR DECK OPENING DECK OPENING _�D TO EACH LIGHTING FIXTURE/SIGN FRAME. CANOPY DECK - -1A — - 0 4. HASHMARKS INDICATE QUANTITY OF CONDUCTORS OR CABLES U (SEE PANEL SCHEDULE FOR CONDUCTOR SIZE) LJ NEUTRAL WIRE IS SHOWN AS A SHORT HASHMARK. _ T EQPT. GRND'G CONDUCTOR IS SHOWN AS A LONG r HASHMARK WITH "G„ DRAWINGS ISSUER FOR: DATE APPRR'JVED HL Charm (SEE UNDERGROUND CONDUIT SCHEDULE FOR CABLE TYPE) Isw CABLE IS SHOWN AS A LONG HASHMARK WITH "C". CANOPY LIGHT DETAILS PWNNING RE��IEW Chevron USA. kc. PERMIT n/2;/�10 �iWF _ Marketing Operations Seattle 5 METAL HAL DE WHILIGHT FIXTURES �TEWAY MODEL MOCC�4004M� M00 T/ OR ATT SCALE' II/2" - 1'-0" SID- � 11747 S.W. PACIFIC HWY. - LSI MODEL RIC-S-400-SMH- 73-MT-WHITE. CON TRACTDOCUMENT TIGARD, OREGON ' CSI Nn 6. ALL WIRING SHALL BE 010 AWG. COPPER, THWN. N D T F o R C O M S T R U C i l O N _ -_ ^--REVISIONS N CONSTRLC'T10N ':CALF AS` NOTED• DATE: 11121j61& I \ 7. REFER TO SIGN AND CANOPY REFERENCE DRAWINGS FOR - -- - ---- -- O� INSTALLATION DETAILS. UNLESS DATED 4 INITIALLED _ _ _- - �_--- — - DR. C.G.H. CH. `� ►'J I• W D0 NOT USE FOR CONSTR APP. 0 I RECORD DRAWING SS# 8208 0 0 -- - 00 PERMIT NO. BUPA' , �, r 0 JOB# 8655 = r _ ._ .- - ( '1 I 1 t I I I t ,l I I I�IL IItIIII It1�111. lilllll It)Iltl �IIII Ijlllll Itlllll III , (IIIIIIRIIIIItt 111III1 1111111 IIII111 IlI.II`:. - • -711 , f..-.. -.Y 1I1.:1iV•-.. .iYc.-` M#_a.r.'_--...�.^�, 3.i� I I I 1 1 1 1 1 1 1 � 1 1~ 1 1 1 1 ( 1 1 1 1 1 1 1 1 •NMf+ = ' _,__ -_ '°. ;.+�1 1 I I I I IItIl111 � 1ItI111 � 111 � � 11 NOTE: IF THIS MICROFILMED 1 2 3 4 5 6 7 8 9 10 If 12" - " ., , _ DRAWING IS LESS CLEAR THAN "- -- THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL ...�._ DRAWING. OE 62 9Z L2 92 SZ bZ 1-2 22 Iz OZ 61 BI LI 91 SI bl CI ZI II 01 6 9 L 9 S b E Z 1"rl'" ►IIIIIIIIIIIIIIIIIItIIIIInINlunll1t11nI1�u11lunlna111nhEtil+INtIuE:IIItIINlntllnllnll(ul`Ilt(ImIIIaIIn�111nII1n1INnII111111nI11�1u111nIIInnIInIIIInIuullnllnlllunhnllUnllU��uu111ulnnlnE111111t111,lllullwlHl!!'nullul�lw�l!tUu�1111111!Ilu�lhl 4 )( FEBRUARY 28 19 92 411-ou (N.,f.i -- - PRE FINISHED BLUE EL (�111 �hn 8" LIGHT GRAY (GY•450) 1'/2WHITE (WH-8751 -- 10" SQUARE STEEL COLUMNS NOTE. -=� I 3'-10" _ T DARK GRAY lGY ,101 GO NOT LOCATE ANY FASCIA �/r w10E TAPE FILM OvERI AY BY GRK�ruIE FILM ER JOINTS WIT►IIN 8" OI THE CHEvRUN WORUMARK DIMENSIONAL N l UMMI A T E O LETTERS NEUN, *KITE ACRYLIC FACE WITH BL Ilt METAL Rt ruRuS Self Self (BY ul►,Ek,f -. - -- INTERNALLY ILLUMINATED MOUE OF SE R v IC E SIGN WHITE 8ACk(,Ft0)LINU WITH ,► OPAI)I)E DARK GRAY O LETTERING ld► 0►HERS) I I HALLMARK 21 CANOPY - 52' ELEVATION SL At E '/• I' 0' -'BOTTOM OF TRIM PANEL OFF WHITE (*H-740) 2 - 12 SO MJ MINIMUM OVERFLOW SCUPPERS 0 L L OF DRIVEWAY - I d FABQI:,ATOR SHAT l � .► _ ---- .--- -- ---_--_--. . 415 _ -- -- -- -- --"1 Z O I PUNCH DECK PANELS (91/4" X 191/ ")TO RECEIVE .. i RECESSED 06HTS El . WHITEWAY MODEL • CC-400-M-MT -i - PLACARD MOUNTED ' ? INTERNAL I Y It L 11MINATEU 21 3%111 HALLMARK (by OTHERS) 1 l i . rr l U(�O I INE S I IH W I T H BO T T UM OF LVOWDM Akk 9 I I 20 GAUGE, EMBOSSED _I ( U t � DECK P.tiH 8 - - UPPER PORTION OF COLUMN WHITE lOIH 835) � I UFF-WHITE_ __ _ NISHED z I I I I DANK GRAY ((,Y 210) PRE-FI(wH- WHITE r I -- I 0 h I I a ' , a INTERNALLY ILLUMINATED SPANNER SIGNS WHITE (WH 835) (8Y OTHERS) 13 OPTIONAL FIXTURE IF KIOSK LOCATED � --- ---- -- --- --- -- - -- -; ' •T- -- - --- BOxED OUT ROOF / UNDER CANOPY. , o LEADER (TYPICAL INFORMATION PANEL z 4 PLACESI 1 BLUE (BL-370) 'h r - -- -- POS SIGN FRAME: t I I INTERCOM SPEAKER wi CALL DARK GRAY (GY•210) -� I I I j i II �BIITTON (TYPICAL 4 PLACES) - - -- - STAIWASNLESS STEEL ' -Q- I I I I L I I L I T' -COIIJMN WRAP (BY OTHERS) I ----- (� l - INCLUDES: �_._ 1 WHITE (WH 835) I --7--- 1 I DARK GRAY (GY 210I J -- -- - SERVICER I j Q UNIT L:J o 11:-I 1; I: SERVICER UNIT 6 ------- -p (Br utHERS) -- I AND DISPENSER 0 ,j U 1H_ I r- UTE ? Mlrt I p P 0 S SIGN (NUN ILL UMINATEDI NOTE : E 11 1 -10 II - D (BY OTHER,) WHITE (WH-835) -- _ THE REFERENCE LINE FOR HALLMARK-21 FACILITIES Q_ I 4�1-OI (N.'1!h,) . WILL BE THE BASE OF THE MPU DISPENSER FRAME � BASE DARK CRAY (GY•2101 AN ADJUSTABLE BASE TRIM PANEL WILL ACCOMODATE Q FINISH GRADE VARIATIONS OF } I;2 --- REFERENCE LINE (SEE NOTE) IT IS CRITICAL TO THE IMAGE THAT A ROW OF _ -- --- -- - - -- - ------+I DISPENSERS BE KEPT AT THE SAME ELEVATION. 0q REFLECTED CEILING PLAN I� DI GRADES WIN PERMIT, IT IS DE SIREABIE FOR ALL Q- p DISPENSERS TINDER THE CANOPY HE AT T►1E SAME �� --- _38 0 ELEVATION EI E VATION IF THIS IS NOT POSSIBI E, THEN THE � rll " SCALE '/4"-1' 0" FIEID MUST SPtCIFY THE ELEVATION OF EACH ROW OF DISPENSERS PRIOR TO ORUEkWC, THE CANOPY SO THE CANOPY COLUMNS CAN BE PRCJPERLY FABRICATED Q O REFERENC _ - DRAWINGS SCOPE OF WORK o H100 413 0 CANOPY FABRICArICNJ DETAILS FABRICATED AND ERECTION OF CANOPY IS BY STEEL FABRICATOR W Z AND INCLUU�S: DRAWINGS ISSUED FOR: DATE APFROVED GENERAL N O I E 5: - PRIMED COLUMNS & STRUCTURAL. STEEL _ --, - RHL _ O18YF0n - PREFINISHED STEEL PANELS EXCEPT COLUMN CLADDING PLANNING REVIEW ChIum� — -- 1. TH15 CANOPY 15 CONSTRUCTED OF - CUT-OUTS FOR CANOPY LIGHTS -- --- Chevron USA. , ELF VATION-,, REFLECTED CEILING PLAN CONDUITS INSIDE COLUMNS AS SHOWN ON DWG. 81-HQ-438 _ �9 Marketing Operations Seattle LIGHT-GAIJGE PRE-FINIShED PERMIT a 21 0 SwF ------------- -- STEEL PANELS AND PRIMED - FOOTING DESIGN W/ANCHOR BOLT TEMPLATES 11 747 S.W. PACIFIC FIWY. STRUCTURAL STEEL SECTIONS BID OTHER TRADES/SUPPLIERS AS DEFINED ELSEWHERE WILL PROVIDE CON TRACT DOCUMENT TIGARD OREGON 2 CANOPY FIXTURE LOCAT-XIS THE FOLLOWING NOT FOR CONSTRUCTION ► CEJ Mar BE ADJISTEU 10 ..ENTER _ f��VI�Il1N , TAPE FILM --- SH NT 0 THE CUT OUTS IN THE DECK PANEL - SPANNER CHEVRON OVERLAY, CHE`RONNIWORDMIARKONPCO.S COLUMNS CONSTRUCTION n ) SCALE A`� r�(.) 1 F D DATE ;1'e- - I p CANOPY LIGHTS, INTERCOM SYSTEM 00 NOT USE FOR C 0 N 5 T R . --- I - --------- - COLUMN CLADDING, ISLAND VALET, DISPENSERS UNLESS DATED k INITIALLED v DR C.D.H. CH. �,,1.1.r, APP O 1 FOOTINGS, ANCHOR BOLTS, GROUTING ----- - - -- -- Q 0o P90035 SS# 8208 ERMIT NO . KI _ RECORD DRAWING � __ ' =a 11 ^ nr. a - Q T_ ------- __ — -- - - - --- - 0 - - JOB# 8655 _ ._.....,.<.,. .. - _ ,..,,.mei:. .,.::,..... ..; ....:....... . .-.• ��III�IIIIIIIII111'I'IIIIII II,IIIII�IIIIIIIIIIIIIIIIIIIIIlIII1��IlII III11111t�tI�I�1 IIIIII IItIIIIIIIII��1rI11tIIIlIIl1111t11111111ItIIIIIIIIIIIIIlIlllllll IIIIPIIIIIIIIIIIIII.I11tIt�1I11) - 1 � � � NOTE: IF THIS MICROFILMED - I 2 3 4 _ 5 6 7 e 9 I�O " - DRAWING IS LESS CLEAR THAN — - THIS NOTICE, IT IS DUE 10 TFIF QUALITY OF THE ORIGINAL l DRAWING. QE GZ 9Z LZ 9? SZ b2 EZ ZZ 12 02 61 91 L 1 91 Sl b I E I Z I 11 01 6 9 L 9 I9 b� E Z 1�•�*� rnIIUIIINIIIunlnnlnnl►ullnulnllEuuluulnl�hElllmfhrn�ulsl(u11+1uIn11I1HiINIlI11uIII11II111IllrlilllllllllllflllllllllllllllllllllllllllllllllllllllllllllllllllLllllIIIIIIIIIIIIIIIIIf111IIlu,IUllIlu111n1I1n111111I1111IIWlNHIIfIlII111�1111IWIIllUIl111I1111I1WI111 F.EBRUARY28 1992 LAM14ATED METAL FASOA BLUr (BL-370) "NEON" LETTERS I IN METAL CASE. FURNISHED 1F INSTALLED BY OTHERS 1 V D ID. SIGN IL AR. I 6 I I DECK 1 WHTE I 1 (WH 835) I i l I I I I I I OFF WHITE BOTTOM (WH-740) OF FASCIA i 52 I 52 i F52 rw � I � • i I I I I I 1" CONDUIT I I f I FOR SPANNER I I I I 1 ! 1 I I I i I I 0 0 0 D I I IL 1 , I f J SPEAKER/ SPEAKER/ ( SPENCER/ CALL BUTTON CALL BUTTON I CALL BUTTON i SW PACIFIC HWY. 11 � � 0 0 � D ! I COVER PLATE t 1 COVER PLATE & I I ACCESS HOLE FOR I ACCESS HOLE FOR I I SEALING FITTING _ SEALING FITTING - I SEALING FITTING, 1" I SEALING FITTING. 1" _ I 0 i D 0 0 ; D I INSTALL NO COUPLINGS I I INSTALL NO COUPLINGS I I I I BELOW SEALING FITTING I I BELOW SEALING FITTING I i I 8 ABOVE PUMP BLOCK. I I S ABOVE PUMP BLOCK. I I 38 x 52 CANOPY KEY KLAN I I I I ! �_q SCALE%K" - 1►_0►► b � DISPENSER BASE REFERENCE LINE I 1 1 I I I I I 1 I I I ( I I W' BELOW DISPENSER REFERENCE LINE I I 1" CONDUIT FOR I I I CANOPY LIGHTS I I I SPANNER POWER AND I CANOPY LIGHTS fr I I 1" CONDUIT FOR SPANNER POWER COMMUNICATIONS CABLES © ! I ( DRAWINGS ISSUED FOR: DATE APPROVED RHL Cy- - I � I II IIII o PLANNING REVIEW_ a- ��, o 1 PERMIT /1� __ ��/2►Jgo wJG 61D _ V) CON TRACT E IT 1 � CONSTRUCTION N O T FOR C O N N S S T i R R U V C 1 1 0 N w CONSTRUCTION I— ' 00 NOT USE FOR CONST R UNLESS DATED & INITIAIt[D RECORD DRAWING..._ _.--._-- -----v___-� SECTION A52 SECTION, B52 SECTION X52 SCALE: 1"- 1'-0" SCALE: 1 - 1 -0 SCALE: 1 - 1 0 Chevron 38' X 52' HALLMARK-21 Chevron USA. Inc; cavoPY DETAILS *%b 1" CONDUIT FOR Marketing Operations Sea:tte r 11147 S.W. 1 CONDUIT FoR – CANOPY LIGHTS Ir 1" CONDUIT FOR PACIFIC HWY. I' 3" DOWNSPOUT SPANNER POWER SPANNER POWER CANOPY LIGHTS 8 TIGARD, OREGON , (TYP. FOR 1'" CONDUIT FOR SPANNER POWER REVISIONS O 4 COLUMNS) :Y4" CONDUIT FOR ECOMMUNICATIONS CABLES Vi" CONDUIT FOR �- — — � SCALE: AS NOTED DATE= 1/�I/-10 ' SPEAKER/CALL BUTTON -- SPENCER/CALL BUTTOW0 _ _ M Q �4" CONDUIT FOR SPENCER/CALL BUTTON � DR. C.D.H. CH. vl.l= API'. ♦ (� C` o SECTION 52 SECTION E52 SEC,TI.ON, F52 b -- _ _ SS# 8208 Nmm ' a 00 SCALE: 1"• 1'-0" SCALEt 1 - 1'-0" SCALE: 1 • 1. -0 0 L JqB# 8685 ,� _ IIIc.I111IIIIIIIIItIIIf11IT 11.'VIII«IlllllilllllfitIIII11111lil0ilt l"ll�lll�lljlll Iltlll 1111111`111!n�Illtllllllllllll�IIIIII�III�I�III:1�1�1�1111111�Ilillltlll�lllIIIIItIIttFllt�lill NOTE: IF THIS MICROFILMED ~ ( 2 3� _ 4 _ 5 6 7 8 9 I O I I 12 " DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. _ -----.__.----------- DRAWING. OE 6Z 9Z LZ 91Z SZ V EZ ZZ 1 z OIZ 61 91 111 91 S I b I E I at I I 01 6 8 t 9 S1 -b1 f1,.-. Z 141 C I'��' ��tlluullulluullull1n11nnlnlllul(�ltnfluulntlhlghloh�Nlunl�u�lunlln,I�EnIIUINtNItIt111utltlnllntitnitllulllll�IUIII��unllu�lllnllnlllllllttultttllttu�uti!1ut�uttltu1�111111i1111u11ue111u11mt�ut111w1NW`Itllluul111I1111tI1+U�ltulltllluulln ' FEBRUARY 28 19 92 1 8 / 8'-3 /- / /3 -// /-/ 8 -.� 1 8 I I I Bottom of Ca no I I 1 �y I 3G•l00 box n s C/co/- Sin /e ,aced Canhle ver /co/-y COrb an0�C I I '8/aCk Sok-10 -5 SC�-rC�Cd I - II' I I ' I 10x10 Ca�atch /e"Cf-'5 o�a cx Y .. = . c I 090 A�vrrn C/osur-e I Supporr Co umn I^/n, fC8 e 3 S k' e a -51de Of' C,O/urr,n l'vH 6 3.. .� who rC //000�hewo-b rOn ` tran,)1LjLCn t •/OVpv/yyCQ� onof e 51ng/e - raecd end / Sc t'nCd tJ ry-)otCh box (typt*Ca/) , evron Kcd RE - 3roo-3 WH- 835• S h/hite • 2 2 Che vron - Iran S/uCcnt °' (tronS/ucent - - N S If Elp �� LI O p � �4111i�it l�t�l� �.Ci �r -� - - - - - - - -- � opa clue graphics B/Lie tr an3/ucen t band - - - - - �;� -� Cmc d- 1 C C.. rd� r✓hi fe rra r,S/vGGr'>>' 9 I 2 L r•.pr1`r U �ra�hiCs W/ ra h�ca /02 / ¢ ..,r,y/e - cf.Ct d �4 i0'2 /'4 f I _ I n 3 �c`S t�x Ge d � h/hl'te � I L 'Ira; Aic,?/I-, syn-,bo/S O 3-/�2 I /r• 0 or. , �(Atior) I I I � r r� MPO t col YP t_J ! C O/vrr,n C /Ge. dd m y � L I � J I I Co/umn C/a ddin (t I 9 yp ) I - I wH 835 .5 Why fc r I I Ia-��Shed I I I Gra de. I I (0-0 (rr- P 15 ' 0" C/C (,-, or (o -O (r-c it ) FRONT ELEVATION ENQ VIEW LEVEL ONE SPANNER SCALE: 1/2'-1'-0' AD/2 r INSTALLATION NOTES ELECTRICAL. INFORMATION (PER ISLAND) . 125 AIC.IM CO/�y.�n 1 . DETERMINE EXACT POSITION FOR STRUCTURAL FRAMING SPANNER S. F. CANTILEVER BOX (4-RE ' D. C/a.ddin A✓hi'tc � AND WELD MOUNTING CHANNEL, TO COLUMNS AS DETAILED. �---� WN. -835-5 2• AFTER CHANNEL IS IN PLACE, INSTALL FLAT SECTIONS BALLASTS PSr (4) ( 1964 iLAMP/HO BALLASTS OF COLUMN CLADDING TO COLUMN BY DRILLING COLUMN AND INSTALLING 1/4"6 THREAD CUTTING SCREWS AS AMPS : 3 . 85 AMPS DMUNGS ISilJ® FM DA rqo r-1 Ke t CID /8,, C/C DETAILED. INSTALL CLADDING AS CLOSE AS POSSIBLE (typ/Ca/� 104 LAMPS : SPANNER S.F. END BOX (2-REQ' D. )_ RHL CHEVRONPLANNING WdEW v 3. RAISE SUPPORT FRAMING INTO POSITION AND ATTACH LAMPS : : 1) - ( 1) BF30ALLAST AT12ST DL/HO LAMES MIT - II/21/�10 yw TO SUPPORT CHANNELS( AND SHIM IF REQUIRED. BALLASTS. ( 1) 4-LAMP BALLAST BID AMPS : 2 . 0 AMPS '4 M af the C uiYlr)_q 4 . ATTACH SIGNBOXES AS DETAILED AND MATE ELECTRICAL c a N TRACT NOT FOR CON$ TRUE N T CTION w r•ew LeD each ur'n9/e HOOK-UPS TO DISCONNECT SWITCHES. SPANNER S. F. CENTER BOX (2-RE( ' D. ) cV -- o - x,27 C�C� , 5. INSTALL DOWN LIGHTING AS DETAILED AND MAKE ELEC- LAMCONSTRUCTION PS : (8) F84T12 DL/HO LAMPS Do NOT u!E roR colllTR. TRICAL HOOK-UP. INSTALL BAFFLE AROUND PUMP DIS- BALLASTS: (2) 4-LAMP BALLASTS !!LE!! BATE! A INITIALLED PENSER WHEN PUMPS EXTEND INTO SPANNER AREA. AMPS : 7 . 70 AMPS Bum. L '1 x 2 x 3/� x — 6 . TEST ALL ELECTRICAL CIRCUIT'S TO INSURE PROPER N. SPANNER DOWN LIGHTING CANTILEVER SECTION 4"!g. V 27" Cr� (kc 0( v 7 . ATTOPEACHCONTINUOUSANGLES BEHIND rkNTILEVER AND (2 REQ' D. ) - to Colur in C./adding) CENTER BOXES SHOWN TO SUPPORT EGGCRATE. LAMPS : ( 2) F96T12 DL/HO LAMPS -ryp+ca-1 INSTALL EFFCRATE. SIGN O�rtr1o11 LEVEL ONE SPANNER BALLASTS : ( 11 2-LAMP BALLAST 9/ 8 . ATTACH "CHANNEL" SHAPED CLADDING CLOSURES, FRONT AMPS : 2 . 3 AMPS MANAGEMENT�ONSIULTANTS�INC. Chsrrm USA, kc. ILLUMINATED lQ x /O COlumn .� AND BACK, TO SECTIONS ALREADY ATTACHED TO COLUI_.4• SPANNER DOWN LIGHTING CENTER SECTION 107w.mahCavils ,tuft RM Ilerketkg 4peraWne Seattle — —�-- INSTALL CLADDING AS CLOSE AS 'POSSIBLE TO GRADE. (1) REQ L D. ) Nwhuft T" 3ni4 11 747 S.W. PACIFIC HWY. typ 9 . INSTALL CLADDING TOP CLOSURES . ALIGN WITH TOD LAMPS : (4) F84T12 DL/HO LAMPS iGARD ORE ON — OF SIGNBOXES AND INSTALL (2) POP RIVETS AT FACE BALLASTS : ( 1 ) 4-LAMP BALLAST REVISIONS I OF CLADDING AND AT COLUMN. AMPS: 3 . 85 AMPS SCALbAS NOTED DA1Ei II/zllelo 1 10. CLEAN ENTIRE SPANNER AND REMOVE ALL CONSTRUCTION SE DEBRIS FROM SITE. TOTAL AMPS PER ISLAND: 43 . 25 AMPS I DR. C.D.H. CH• . �,1�1. APP p C-n0N CIRCUITS: (3) 20 AMP/120 VOLT SCALE 1 1/2'-1'y0' 11 . TOUCH-UP ANY DAMAGE TO PAINTED AREAS OF SIGNS AND SS# 8208 ; COLUMN COVERS. S� , JOB# 8655 N -swoop" r ..t. ' • 1 -. ... ,�. �'� .� _-.. - NOW, 4.y . II)�11tIIII11111111111til�ti. I�Iltll Iltlttl 1)111(1 I�l�t)I �)111�1 1111111 Iilll�l Illlltt Itlllll 11111)1 Illlitl Itlll)I I)Itl)1 Itlllll Itlllll Itlllll )Illrtl IIIIIII illlllllltlllll J } � � •- I I I I 1 I f l I I I I 1 I I I .,I 2 � T 8 NOTE I F THIS M ICROF I LML-D ._, i 3 4 5 9 I O i I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ..,�' DRAWING. OE 62 62 L2 92 SZ 12 EZ 22 12 02 61 91 41 91 S 1 1 E I 7,1 I 1 01 6.''1'. 0 L 9 S b E 2 13141" ,.,�� _-`.' - �►r11unIIlI11uIIlIInlltlllnnlnUlull�nnlunlurrllulllut♦lirtllllfhllllllUl111I�Iulluuluuln1111ruln�lln�111iuhllilullllnliunllu{Innlllullnilnulnulnl(In111unhtllllu111u11tIWT1n11n11unIn111mI!��Ihwl��l`nulnttl�)ul�tlllulnitlltnluWlnt FE- BRUARY 28 1992 2 4 1 MiiT • /2 /4 --./ 2 5 Alum. cU/ur•n r i � cladding 519nftiace - typ. X � 8 54 2 �-3 45,4 ar,9/� - iov�o �c f tv box ^�t�ed end 5. F Co►n+,�%e vee 5. F. co►n t� k cr- tln c Ic�.� Jl ln--? (F .16 C& l►q/�t 'box fy,� 1/,h t bc,>K - ty.P ON 2-/brnf 160►/k:v$f. �! kxj/ts Lo / - 2 (;/c - „ - yp2F I I I II I 9C r�2 �oL Ho � 12• C Coinfi�lever • .3pictrnnc - r��rn n9 r I � I I I S/oc-w,n�r- �Fr,cr„°►nc�. •f I I I ( ! I x 2 AlLw- , . 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Alun-, r-evec%/ closure (welded f'v s� nfLicc r�tz�ir�cr-)9 --yp , � � 11___�_5pcanncr- froom1n9 - tYP- 1 � I #/U f/c> hd. s.s. self -topp r)e I— -- -r I 7_71--- Scr-et4 @ /6"c& . /6"cc�i2ernove to (( WN II1 1 iI' tI �II (/) 4 - h1n c sr� c -/"yo SECTION /camp .tao►/lout , Scale 5 = I -O I I I J I DRAWINGS ISSUED FCft DATE _ RHL CHEVR _P EW - i PERMIT_ I�/zl/oto ��►F Ci4ttraCh �'�,� C_'r-ass , bars BID � - n 9 CONTRACT DOCUMENT NOT FOR GCNlTRUCTION �-- (2)F-64T/2 iOC. �fU /cern 3 NOT - -- - — �'Of`C�I Sty, e=r- /QII, DO NOT USE FOR CONSTR. 1 „ UNLESS DATED t INITIALLED y�vnd l Kc�lKa. tom bs tor, ,., SOCke.tS 530-/ � \ Alum. L11lx �8 Cont. , ,530 -2 (,Da.irn fcCY !-VN -835 -6 . 2 x �2 x 2 whi tc- cuhite ) ftp r-1 vet *o s1G1V alwtLEVEL ONE SPANNER O'cr'yll-c e99r'r-a.t'� �eq--� b /8'c/L - fyp M N EME:NT 1' ��Yr�I _ Cont CQ ULTANTs,I �C. USA. __ (ILLUMINATED) l a.m p tx�---)rnd- ryp. 107n'w`& 3``d' Suits 206 � I�erketi�g Operations Seattle 11747 S.W. PACIFIC H WY. wnt'�.. TR 3n1. 4 RvISIONS TIGAR OREGON SEC-n SCRIEt AS NOTED DR1Et li/21/-l0 47 PSF DESIGN Z, Scale . ILz"= 1'0 0 _— DR. C.D.H. RPP. 0 SS# 8208 J08# 8655 ' 1 t Ei.�'IIt�IIIIIItII1tllti I111I�1"II'II1tIlIlII1'IIIt1I111I11tIt11�}Illt IIII IIIIfIIIIIItIt11111 ,IIIIIIIIIIIIIt�IIIIIIIIl1111IIItIIt111t1IIIlIIIlI111I111I1111111ItIfItllllllllltlltllltl'Itlllll + f ' ; NOTE; I F THIS MICROFILMED I 2 3 4._ 5 6 7 JJe 8 I10 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. DE 62 82 12 92 SZ 02 f.Z 22 12 0? 61 81 1.1 1111 51 *1 EI 7,1 11 LI 6 8 9 S L� b IE Z 1"•"" �►!IIUnluulunluuluulunluu1nI11J111111111J1p,►nJIJUJ1ru��nnlun�ILu1nIIInNIIII111tt1I1HIIIlItIN�►In1IIliIlI1111IIIIlIIIIIIIIIIIIIIIIIIIiIIIIlI1111IIIIlIII11IIIIlI1111I1111II1111111JIJ111I1tll�UlllnulnllllUlIHI11111IIIW�l1111111IUII�IUIIJ!!IIIIIIIIIlIIH1IlWI111 FEBRUARY 28 1992 1199 sours FULLERroN RoAo *iAvvsrqrocAL,,rFoRNrApgi74s.,2i3 283--825,i 34211 NoR rs s rL vAN,[A A mm 1E, FoRr #mrs• rElvAs• 761 1 1 •8J 7 831-l205 I 320 RECOLly ROAD *#AL MIWORO 's SOUTH CAROLINA 29488 B03 , ONE BESTEEL #A repEmRsav rAvilsmrAL. PARKe rrproN PEmsa VANTA 16684 Steel Fasteners Abbreviations symools 1 . 0 STRUCTURAL STEEL SECTION LETTER 3 . 0 BOLTS AS ANCHOR BOL r A T SLOG SEC T.rON 3 . 01 ALL BOLTS SHALL BE 5/8" DIAMEIE:R, ASTM A307 MACHINE BOLTS, OF 6UILDING FABRICATOR 1 . 01 STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 UNLESS NOTED OTHERWISE ON THE DRAWINGS 1 . 02 SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM B.F.s.c BUILDING FABRICATOR SUB-CONTRACTOR A500, GRADE B 3 . 02 ALL BOLTS SHALL BE COATED FOR CORROSION RESISTANCE . 03 STEEL PIPE SHALL CONFORM TO ASTM A53 , GRADE B ~- 3. 03 ALL HOLES SHALL. BE DEBURR 1 . U4 STRUCTURAL STEEL. DESIGN SHALL BE DONE IN ACCORDANCE WITH THE AISC 3 . 04 ALL BOLTS SHALL FULLY ENGAGE BLDG BUILDING SHEET NUMBER E THE NUT . BRKT BRACKET SECTION LETTER MANUAL OF STEEL CONSTRUCTION SR BULLET RESISTANT 3 . 05 TAPERED WASHERS SHALL BE USED AT THE SLOPING FLANGES OF CHANNELS 1 . 05 STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE DONE IN 3 .06 HIGH STRENGTH BOLTS SHALL BE ASTM A325N, BEARING TYPE BOLTS , rr CE CENTER LINE COLUMN WALL SEC TION ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE FOR STEEL UNLESS OTHERWISE NOTED ON THE DRAWING . BUILDINGS AND BRIDGES , CONC CONCRETE 3. 07 HIGH STRENGTH BOLTS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE CUNT CONTINUOUS WITH THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR CKT CIRCU1T 1 . 1 LIGHT GAUGE STEEL OR A490 BOLTS . CW COLD WATER - SHEET NUMBER 3 . 08 HIGH STRENGTH BOLTS SHALL BE INSTALL ED USING THE AISC ''TURN OF DBL DOUBLE 1 . 11 STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO ASTM A446, NUT" TIGHTENING METHOD , BOLTS SHALL BE BROUGHT TO THE SNUG TiGHTDET AIL NUMBER GRADE B OR D AS DESIGNATED 1 . 1 2 STRUCTURAL LIGHT GAUGE TUBING SHALL CONFORM TO ASTM A513, ` EL tc ELECTRICAL CAL CONDITION AND THEN TIGHTENED FURTHER BY THE AMOUNT OF ROTATION SPECIFIED ELEV ELEVATION � OET.4..7'L GRADE M T 1 010, F1` = 30 KSI , AS A MINIMUM r BELOW: EXT EXTERIOR 1 . 13 BUY-OUT LIGHT GAUGE STEEL SHAPES SHALL CONFORM TO THE MANUFAC- FO FLOOR DRAIN BOLT SHANK LENGTH TIGHTEN FINISH - SHEET NUMBER TURER 'S iPECIF ; CAT10NS AS CALLED OUT IN THE DESIGN CALCULATIONS/DRAWINGS - FIN, 1 , 14 DESIGN OF STRUCTURAL LIGHT GAUGE STEEL SHALL BE DONE IN FF FINISH FLooF UP TO AND INCLUDING 4 DIA. 1/3 TURN ACCORDANCE WITH THE AISI COLD FORMED STEEL DESIGN MANUAL OVER 4 DIA . BUT LESS THAN 8 DIA. 1/2 TURN FTG FOOT I nFS FAR SIDE I OVER 8 DIA . BUT LESS THAN 12 DIA. 2/3 TURN GA GAUGE U SCh�EDULE I TEAL GI GALVANIZED IRON 3 . 1 ANCHOR BOLTS GALV GALVANIZED O OOOA 3 . 1 1 ANCHOR BOLTS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR GNRL GENERAL UNLESS NOTED OTHERWISE UV DRAWINGS . CC GENERAL CONTRACTOR J - 3 . 12 HEADED ANCHOR BOLTS SHALL GSKT CASKET BE OF ASTM A307 MATERIAL . `✓INVO!`� 2 . 0 STRUCTURAL STEEL WELDING 3 . 13 NON-HEADED ANCHOR BOLTS AND PLATE WASHERS SHALL BE OF ASTM A36 GYP GYPSUM MATERIAL . HND HAND O 2 . 01 STRUCTURAL WELDING SHALL CONFORM TO AWS D1 . 1 3 . 14 INSTALLATION OF ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH THE AISC HGr HEIGHT ^/(_ MOOULC� SPLIT L�/1/E 2 . 02 STRUCTURAL WELDING SHALL BE DONE IN THE SHOP OF A LICENSED CODE OF STANDARD PRACTICE , SECTION 7 . 5 . HTR HEATER- HM HOLLOW METAL_ FABRICATOR 3 ALL STRUCTURAL FIELD WELDING SHALL BE PERFORMED BY A LICENSED INST INSTALL ML LAVATORY L IFTI/1/G POINT WELDER UNDER THE DIRECTION OF A LICENSED WELDING INSPECTOR 3 . 2 SCREWS ML 2 . 04 AWS E70XX ELECTRODES SHALL BE USED FOR ALL STRUCTURAL WELDS MTL MODULE LINE / OL 3 . 21 SHEET METAL SCREWS SHALT_ BE MADE FROM CARBON STEEL W: RE METAL CONFORMING TO ASTM A548 . NS NEAR SIDE 2 . 1 LIGHT GAUGE STEEL WELDING 3. 22 SCREWS SHALL BE FURNISHED WITH ELECTRODE DEPOSITED CADMIUM NIC. NOT 'N CONTRACT COATING UNLESS OTHERWISE NOTED ON PLANS. PNLS PANELS 2 . 11 STRUCTURAL LIGHT GAUGE WELDING SHALL CONFORM TO AWS D1 . 3 3 . 23 HEAD TYPES SHALL CONFORM TO (SAE) J479 AND ANSI B-18 . 6 . 4 . PRE-FIN. PREFINISHEo Drawing Index 2 . 12 NOTES 2 . 02 THROUGH 2 . 04 APPLY PVC POLY VINYL CHLORIDE 3 . 24 SIZE AND SPACING SHALL BE INDICATED ON THE DRAWINGS . Oc ON CENTER OS OPPOSITE SIDE 3 . 3 POP RIVETS OPP OPPOS I TE SHEET NO . T I T L E 3 . Z1 ALL POP RIVETS SHALL BE THE BREAK MANDREL BLIND RIVET RI ROUGH IN TYPE AND SHALL CONFORM TO IFI STANDARD 1 1 4 . SAN SANITARY Sc SUB CONTRACTOR 3. 32 FINISHES SHALL BE ZINC CADMIUM PLATED OR STAINLESS STEEL . sns SELF DRILL _ Concrete 3. 33 SIZE AND SPACING SHALL BE INDICATED ON THE DRAWINGS . SER SERVICE 3 . 34 POP R I VETS SHALL NOT BE USED IN STRUCTURAL_ APPLICATIONS UNLESS SEW SEWER �r:;� X 1 ��'� GO GGsf.l0 nv , SPECIFICALLY CALLED FOR BY THE DESIGN CALCULATIONS. sM SHEET METAL _��►I ��`��_I J �� SMA SHEET METAL ANGLE 4 . 0 CONCRETE SMC SHEET METAL CHANNEL `"� ,d .. I - I A I 4 .01 CONCRETE FOOTINGS SHALL NOT BE PLACED PRIOR TO A SIGNED RELEASE SMS SHEET METAL SCREWS L�_ FROM BESTEEL . THIS RELEASE SHALL BE PLACED ON THE FOUNDATION DRAWINGTEMP TEMPERED. GRADE ELEVATIONS SHALL BE ADDED OR REVISED AT THE TIME TYR TYPICAL THE RELEASE IS SIGNED . - L - TP TRAP PRIMER �-Lr n ", Iv I_ / � PIL 4 . 02 ALL MATERIAL AND WORK SHALL CONFORM TO THE AC , 318 rr ` I IL h► SPECIFICATIONS FOR THE DESIGN AND PLACEMENT OF rsHP TEE SHAPE CONCRETE . TS TUBE STEEL f I�►E L��l Lj 'p�j ' G�(rN+�r-� , 4 . 03 CONCRETE USED FOR FOUNDATIONS AND SLABS SNAI_I_ BE MAGI1 I NE MIXED iveneral VT VAPOR TIGHT MINIMUM M RESS I VE STRENGTH OF 2000 PSI AT 28 DAYS . HIGHER STRENGTHS VTR VENT THRU ROOF ---- ---- -- --- -WILL BE USED WHEN REQUIRED BY THE DESIGN CALCULATIONS OR BY LOCAL CODES . - WSHP WEB SHAPE 4 . 04 CONCRETE USED FOR FLOOR SLABS OF SHOP BUILT MODULAR BUILDINGS We WATER CLOSET SHALL BE PLACED IN THE SHOP AND HAVE A M i N I MUM COMPRESSIVE STRENGTH OF 5 . 0 GENERAL NOTES WH WATFR HFATER 3000 PSI AT 28 DAYS . NO CALCIUM CHLORIDE . 4 . 05 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 5 .01 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 1N/ w I r H GRADE 60 . LAP ALL BARS A MINIMUM OF 30 BAR DIAMETERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONDITIONS ON THE JOB SIZE BEFORE STARTING WORK . 4 . 06 ALL VERTICAL FORM WORK SHALL BE BRACED AND HELD IN PLACE FOR A 5 . 02 THE ALLOWABLE SOIL_ PRESSURE ON SPREAD FOOTINGS IS ASSUMED TO BE MINIMUM OF 3 DAYS AFTER CONCRETE PLACEMENT . 1000 PSF UNLESS A SOILS REPORT IS PROVIDED . ALLOWABLE SHEAR VALUES 503 THE ALLOWABLE LATERAL BEARING PRESSURE ON WIND COLUMN FOOTINGS SELF-TAPPING SCREWS IN LIGHT-GAOE SHAPES AS DR 4 . 07 CK SHALL BE ONE PART CEMENT , THREE PARTS SAND , MIXED . IS ASSUMED TO BE 250 PSF PER FOOT OF DEPTH UNLESS A SOILS REPORT IS AS DRY AS POSSIBLE . PROVIDED. cs.rk- 5 i I'll _ DIA �ALLC)WABLE-BASED ALLOWABLE REARING 4 . 08 NO STEEL SHALL BE ERECTED ON THE FOOTINGS UNTIL THE CONCRETE 5 . 04 ALL LOAD BEARING FOOTINGS SHAT 1. EXTEND A MINIMUM OF 1 2" INTO OF IS MINI _LJM I oN SHEAR OF SCREWS ON STEEL FY-33 KSI HAS CURED FOR A MINIMUM OF THREE DAYS , I 2e GA. za GA. 4 , 09 WELD WIRE FABRIC SHALL CONFORM TO ASTM A185 . NATURAL GRADE OR BELOW THE FROST LINE . _ 02091, .0z39" 5 . 05 PROVIDE PEDESTRIAN PROTECTION DURING CONSTRUCTION TO COIAPLV WITH #r-" o 1 1 38 /45M LOCAL. CODES . FEDERAL AND OSHA REGULATIONS . __ PRIOR TO STEEL ERECTION OF ANY KIND , THE GENERAL CONTRACTOR SHA'� E N8 0 182 205# 4 . 10 MASONRY 5. 06 GRADE , BACKFILL LEVEL AND OTHERW ISE PREPARE THE JOB S TE FOR SAFE -- - - -- --I 272##10 0. 169 277# I --- 4 . 11 ALL MATERIAL AND WORK SHALL CONFORM TO ACI 531 SPECIFICATIONS WORKING CONDITIONS. _ -OR THE DESIGN AND ERECTION OF MASONRY UNITS . 5 .07 CONCRETE FOOTINGS SHALL NOT BE PLACED PRIOR TO A SIGNED RELEASE #12 0. 215 382# 311# 358# 4 . 12 GROUT SHALL HAVE A FLUID POURING CONSISTENCY AND CONFORM TO FROM BESTEEL . THIS RELEASE SHALL BE PLACED ON THE FOUNDATION DRAWING. #,� o.z4e a63# ass# a11# ASTM C143, WITH A COMPRESSIVE STRENGTH EQUAL TO THE UNITS BEING GROUTED. GRADE ELEVATIONS SHALL BE ADDED OR, REVISED AT THE TIME THE RELEASE IS 4 . 13 MASONRY UNIT STRENGTH SHALL CONFORM WITH ASTM C-140 . MASONRY . SIGNED. - JOINTS SHALL NOT EXCEED 5/8'' THICKNESS . 5 . 08 NO STEEL SHALL BE ERECTED ON THE' FOOTINGS UNTIL THE CONCRETE HAS 4 . 1A FOUNDATION SHALL BE FREE OF LAEENCY AND CHECKED FOR VERTICAL AND CURED FOR A MINIMUM OF THREE DAYS . 5 . 09 BESTEEL LOS ANGELES CITY FABRICATORS LICENSE #223 HORIZONTAL ALIGNMENT . DISCREPANCIES WHICH WOULD CAUSE JOINTS TO BE � 5. 10 BESTEEL HOUSTON FABRICATORS LICENSE N211 LESS THAN 1/4" OR GREATER THAN 5/8" SHALL BE CORRECTED PRIOR TO STARTING MASONRY CONSTRUCTION. DESIGN CRITERIA : 4 . 15 MASONRY UNIT STRENGTH, f 'm, IS ASSUMED TO BE 1500 PSI FOR DESIGN PURPOSES. OCCUPANCY : Roof Deck scastdolck 1' " TYPE OF CONST . : ��- 3 6' 24 - 14 - -' l a� _ CODE : ROOF LIVE LOAD : Floor Deck ALLOWABLE SUPERIMPOSED LIVE LOAD PSF L-jr V - " "� - - - - cv _ 22 GA . FLOOR DECK -� LATERAL WIND LOAD : NORM . W . coSPAN ( f t ) 5 5 . 5 6 6 . 5 7 16'CONC . � 6X6-w1 . a.Kw1 . 4 _ - FLOOR LIVE LOAD 11 LL 314 279 230 206 186 _-_-L - - - - " B " DECK SECTION PROPERTIES BESTDECK SECTION PROPERTIES p p CN C -- - -- GAUGE ASTM A446 DESIGN_ WE1GHT + I -I +S -S _ 20 CIA . FLOOR D CK GAUGE DESIGN '' t " WEIGHT I +S S �4 4 3 3 f - - CRA.DE '''' t '' ( I N PA0' T _- 4 3 -3 ) (PSF) ( IN ) ( IN ) ( IN ) ( IN ) �� f� - - SPAN f ( IN) (PSF) ( IN /FT) ( IN /FT) ( IN /FT) -- - _-. _ _- _ _ __ `� ( ) 5 5 . 5 6 6 . 5 7 7 . 5 8 _ ___- --- - - - _ _ -- - ----- ,5 `aO 1 N B 030 2 1 1 . 852 384 368 . 384 - ---• ---- E--- 22 . 0295 1 . 78 . 167 186 194 22 D .844 367 . 364 . 220 �4' ;^,��4 `Q C 11 C+ 20 OR 22 GA . 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BASE PL # t lAyv 3 r Ob =� _ - DBL NUTS W/HARDENED r r _ _ _ _ _ _ WASHER BY GC I DRY PACK BY G. C . TOP OF ALL FOOTINGS DBL NUTS W (D cv TO BE ® THE SAME LEVEL / J. HARDENED WASHER f. I. (D I TOP OF FTG I I W A ' I NATURAL GRADE W OR COMPACT FILL # + -- — _ W 1 . 1/4 x 5 SQ. w 4 W/DBL NUTS BY GC ., \� c_ 4— 1 . 1 /4"0 A.B . iD - 5" 'A J 4. - #3 TIES 10 12" 0 . C. �' "� Q o. Q I• U Z # 5—EA CORNER N t tt` ' W - DBL NUTS — V) > F— i In o _ n .. Q U o a _ U 1r' cV N N Z •' • i �� Q �- 1T 1S THE OWNER S RESPON9I01LITY TO OONVEV TO OONTRACTORS THAT r ' DO NOT IT IS THEIR RESPONSIBILITY TO INSURE THAT THE SITE IS PROPERLY [XC.�VAT[O AND GRADED. DURING CONCRETE FORMING AND AFTER THE _ e USE FOR POUNI. THE OONCRETE SHOULD MR CHECKED FOR PROPER ELEVATION. _--- -•..-- •A V , .', c RE I NF• YG A I LEYWIL SQUARE AND CORRECT O I iAENS I ON. . 511 THE MOST ORITICAL PHASE OF FOUNDATION PREPARATION IM IN THE CONSTRUCTION PRtC 1 LOC!1T I ON OF ANOHOR MOLTS. M[ASURQMENTS FOR ^"OHOR BOLTIL- JQ UNLESS (OR QAOUT HOLES) PLACEMENT MUST BE EXACT AND SHOULD OR R[CHEOKED TO ASSUME PROPER LOCATION. C00SIGNED &..-.DATED MLIS^[OR I MADE Pbftf VOCATION OF THE A+.RR I/VAL.00FAND THEOERECTING I ORAEW'S[R�M SQ . D E T A I L 'MICR TO THE ERECTION OF THE STRUCTURE. ANCHCaR BOLT DETAIL ' ` "' ��' 20 L� ` AFTER TH[ FORMM HAVE BSEN REMOVED, ALL TME TRENCHES, HOLES Atr>U UNS-- I 4� �. , PInC I r I Cf ll '.I - UNOVACC[fB[ARO[AD I T I NS1 UOT •O LOCAL.E L ItDMTO NM FEDERAL ANDwORK!O.S.H.A. --- SC : NTS ALL ANCHOR BOI._T BY GC I GAP 1.7 C"' F r. - v- - AGENO I KS. 411. IDEAS. DESIGNS. ARRANGEMENTS AND PLANS INDI _. ._ - .. _ _ .-_------._.-.-- I.ATEDORRF_PRESENtEDBYTHIS DRAWING ARE OWNED By 1199 SOUTH FULLERTON RuftU • INUUSTRV • (AL IfORN/A • 91748 • 213 [83 8151C H �: VRON USA {.� AND THE PROPERTY OF BESTEEL INDUSTRIES AND/OR ITS --- - - - - - - - ---- _.__.- _ 3421 NORTH $1'L VA11rl/1 AVENUE • FORT WOR IN • TEXAS • 76111 • 817 8,31 1205 ___ - --- SUBSIDIARIES AND WERE CREATED, EVOLVED AND - - -.,_ _ __ ___ _ _ _.____.___-_ ,_�_..__.___-_-.__.__� -.._.__ �. _. +� , t r�lf�,�'�`h !O'y DEVELOPED FOR USE ON AND IN CONNECTION WITH,THi. "- "" R� v - =,PECIFIED PROJECT NONE OF SUCH IDEAS.DESIGNS.AR- : � 4� —6 X 47 _'_'0 AN ALL BE USED BY R I - -- • I�A 'rr BES T+ANOF.MENTS OR PLANS SH O DISCLOSED -_ -- -- -- __- ____.__._ _ �._-__-_ -._.---_-�_�— _ 1 ,�► 4 COLUMN CANOPY 25 /27 TI) ANY PERSON. FIRM OR CORPORATION FOR ANY / /J !h. CH I'URPOSF WHATSOEVER WITI'OUT THE WRITTEN PER 3: 7 RI ()1£) ROAD • INA( TfRHORU • SOOTH CAROLINA • 29488 • 803 538 23,51 MISSION Ot RESTFFI 1NUU$TRIES —'7--6 ,}�_ SrR_I�_I.1�.A1. ,r?�'L Fecc _..._-. ._--_-- _---___-- --_--..----.----__-_- ON/- 81 S T[£1 W,1 V• PE Tf R5 ON /Nn OS TRIAL PARK • TIP TON • 4NNS VL VA NIA • 16684 ` "'—`�'" "'"'"T" ^'" � �, • �� Ii r - / z T� p,� � �j' ''ai--------- �S HN DATE DA. CK. q E V 1 B 1 O N H B E T T bl '�' �„� �,E l) r P Ci 1 JOB `._ IVO DHT. I'Ut.1Y •: t PERMIT NO• BUPQrlr):Igr ]. pig / ( 1 r 1• ' 4c._. I - 1 +� r- �., •f; •, �A�,C b �'t'. 1 ii• t.. I. LL , • y ' w. N.4It .• 'Ao G ..,•`':f�i.. so' " __ . �b 'a°liI�11R`•lr:r' .:.r.wt.. 1 1't 4 -M• �' 7fS: -�_::'ZO'i":S'" ��.� ,i�.nWina, war.! rx.,. .,ew., t.6••'i�'R �:�� . ,_.. .�.'s;.�. �rw• rrrn •:e.`e.rwMwYid' ...- .. a{ RR.��,, � y, t I „ � � _�. .� � .. ,. _ _ .. ..– � _...e-�.,. :dri:: al��.�'"..,."�,::.....•. .,.,-.�`'.''f y _._ •, �'M+•b,. 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ORIGINAL I DRAWING, OE 6Z 92 12 9Z S2 bZ EZ z2 IZ OZ 61 BI LI 91 SI *1 EI ZI 11 01 6 9 L 9 S� r b E 2 I II!IIIIIIIIIIIIunIu1111uIllnlllu111111111111111111111�1ulllmhnelellllnnlln1111uIt1111111111111�t1!IIIIII�Itlllllllllllillllllllllllllll!IIIIIIUIIIIIIIIII�tH111111�II1111i11�IIIIIIIII�IIIIIIIII�IUIII�IJI1111IIIIliIII1111111111111�II11111Witlllllll�llll�l�llllllll!�IIIIIIIllIII) FEBRUARY 28 1992 1 �r f .. ,yw.. ♦ • �. .. r. wf..,p..w- ... ..Vwt,.M\I��,'�'...rT +.-Itis .,.�M•rr:"V-^.. +sw..�yw• .y�....,.n ; .. .Ir_�k.. t� -. ,-r ... _ .._ .. ' I + I� it • ' i I 1 . I 1 2 0 i W14x22 • N 4 CE2 d � W I 1- N '* J w I Q TS10x10x1/4 TS10x10x1/4 W14x22 Li N O O m W �. m LL 0 d 1 I I I w In C4 11) CL 0 Y U ' - W CE2 O � -T- g w14x22 N Q LL'w m _ TS10x10x1/4 TS10x10x1/4 i _ 1 2 TOP BOT .� x x 1 _ N j � N N \ � X 3 x x d 3 N N J W14x22 0 I I 4@ J fV U W m W U U 10 '-0" 10 '-0" 10 '-0" awl-6m g ._61i 30 '-0" 80_6" 47 , -0" I CANOPY FRAMING PLAN SCALE: 1/4-1 '-O PERMIT NO. BUP900350 w . ALI. IDEAS. DESIGNS ARRANGEMENTS AND RLANS INDI _ ____ _— _— —_ _ __ .. _ _ _ _ ..._ 1199 SOUTH FULLERTON ROAD • INDusrRY• CALIFORNIA • 91748 • 713 283 8251 CHEVRON USA � A�fff FATED OR REPRESENTED BY THIS DRAWING ARE OWNED RV � OND THE PROPERTY Of BESTEEL INDUSTRIES AND/OR ITS 3421 NORTH SYLVAN/A AVENUE*If[fRt WORTM • *SXAS • 76111 • 817 831 1205 ��-- �5� �GINFF'f�y -------- AND ' -�� — --- SUBSIDIARIES AND WERE CREATED EVOLVED AND 1 DEVELOPED FOR USE ON.AND IN CONNECTION WITH SHE I4,824 45 Sr�0 x 47 � •�•I-O BESTEEL 4 COLUMN CANOPY 25/27 �, ---_ SPECIFIED PRCJECT NONE OF SUCH IDEAS,DESIGNS AR M CE1 11ANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED - � - _ �- rp ANY PERSON FIRM OR CORPORATION AOR ANY �� /� f I 320 RfCOLD ROAD • WAL TFRBORG • SOUTH CAROLINA • 29488 • BG'3 6:18 7351 !—� l� l.� (— Ff� �r J Gr 1�./ {. PURPOSE WHATSOEVER WITHOUT THE Mt�t;tTEN PER `r/ Z �'1 � ElN MISSION OF BESTEE1 INDUSTRIES --27-90 FT (� OR I G I NAL RELEASE __ �!` d ;Nf 9ESTEEL WAY• PETFRSoN /NDU&TR/AL PARK • T/PTON • PFAINSYL VAN1A • 16684 V/n V`O DATE DA. CFC. R E V I 9 1 O IV 6 H E E Y T I T L E P.E. PE JOE# ND 8HT. IVO. DREScU REPRODUCTION INC 118129 j cfl.l�4P° '' '•�rY'!Ih'�t'.tY+CR1ra11gC,ry,«�+eayr�rpyq. T�p. M. �,..,,r:-�r.._. _ �jL _ . NO 1 1�� III III 111 III III FI1 1 1 1 1 ( ( 1 1 ( 1 1 1 1 ., 1 ` I I fill, ISI 1 1 1 1 1 1 I I I!I I t f III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 I I I I I I t l l l l l l l l l 111 111 f ' +� NOTE: I F TH IS M ICROF I LMED I . --_ 5 6 7 8 9 10 I I 12 I DRAWING IS LESS CLEAR THAN THIS NOTICE IT 1S DUE TO THF QUALITY OF TI-F ORIGINAL DRAWING. OE 62 82 LZ 92 SZ OZ E112- 7_Z I8 OIZ 61 131 LII !1 f dl EI 21 11 OI 6 6 L S S �r b E" Z 1N•�� 11111uu1u111u1111u1111111111111i111111�u11luu1u111111Ilitll�litft1111>11HI�IIIIInilliuiluli11t1�In111H1111111111111uIf11uI1nII1nIFl1!llnulnnlil111nnInn111uIu1p1u1I111111u1I1n1ilu1l1w1u111uI111ulII1nI1111I1111I1Wuur�lillllllljllllw�lllllll1111III11�ullI111 FEBRUARY 28 1992 i Y t{1 , 41 I t ` r ---- TS10x10x1/4 I � I ------- -- 20 GA . OFF-WH I TE FASC I A _ W/ 7/8" POLY & 24 GA . BACKING 1 . 1 11 /]1i 1i x)11 11 1 /L" 1 CARRYING -� 1 C � - x1 . 3 BEAM --- --- 1 . 1/4 —_�/ /--- 1/4" STIFF . PL . —1 8 A .,M CONT ANGL'c 4 3 / CARRYING BEAM (NS .& FS SPOTWELD IN SHOP TYP . ANGLE (LLG) ) -- 2 . 1/2 x 1 � -------7.2 GA G . I . FLASHING I''- 1� T13c8 \ —__— 2 14 M'_a = --2 x 2 x 1 6 GA . ANGLE FRAME I{� \ I /r D I AM. HOLE (TYP)/> /1 ro N2-- STL . -,___5/8 DIA A . M M. B B . �I WHERE SIGN OCCURS BASE R \ I / BEAM --�� N • 48 OC & ® 24 OC -#14 SMS - / �� / _ #14 SMS RIB TO RIB 3 1 6 2-6 -.- 4-5 8 DIA .A . ALT\j--- M. B . (A307) ca \ ENDS , PURLiNS & MID-SPAN cv - -- - _--- - ---- - � - 2 . 1 2 x 1 . 1//2 x 3 1 6 I ' --- I _ - ANGLE (LLH) SAN - HTWN PURLINS TYP i 3 RIBS USE 1-#14 3/16" DECK i r� \u CL I P--ALTERN . ® EACH RIB , 1/2 PL . 5/1 6 � DECK RIBS -- _ \-4-5 8" X W/#14 SMS _ 3/ 16 g / (A307) - - —•- r — _�__.1—__ �� KEEPER __ _ 20 G.A . PRE-FIN . WP ' TE aLT , SIDES EMBOSSED ROOF DECK 3 16 6 _ OF BEAM 3" ROLLED DECK -3/16" PLATE _ \_- #14 SMS • 24" OC r` - TS10x10x1/4 2 . 1/2"x1 . 1/2"x3/16" CONT . ANGLE N 1/4" STIFF . PL . PURI- IN (NS .& FS) 20 GA . OFF-WHITE 21 /11 711 21 811 ION SQ �� DETAIL 1 DETAIL 2 DETAIL r3DETAIL 4 SECT ION rANN CE1 CF_ 1 CE1 CE1 CE1 4'-011 10 '--1 1 . 1/2" V-4 . 1/2" TYP- , 3/1 6T/7--- 4-5/8"0 , -"4-5/8"R1 M. B . 4-5/8" M. B . 4-5/8"O M. 9 . 1/2" PL . 3/1 67-2-ti- \<TYP #10 T . S . SMS -- 20 GA. 0r5LUt=.) 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P' ALI ID(A5DF.SIUNS ARRAW iEMENTS !VD PLANS INDI ANDCATEDT URREPHESFi1TEDHYTHIS DRAWINt3FS AND1 A ITS t, 1199 SOUTH fU[LfRION ROAD • INDUS TRV• CAL/fORNIA • 9174& • 11,i ?83 8251 USA T AND THF PROPERTY BEsTEEI LNDusrRlFs AND OR ITs — - --- - -------- -T _ .__.. _ —_.- -__ _ _ _-_ _ .1421 NORTH SYLVAN/A AVENUE • fORT WORTH • TEXAS • 76111 • 817 831 1205 ♦ �Q�� PAa E„ ---- T SUBSIDIARIES AND WERE CREATED EVOLVED AND / - w� DEVELOPED FOR USE ON AND IN CONNECTION WITH, THE i I fi�U S N�` — SPECIFIED PROJECT NONE OF SUCH IDEAS DESIGNS AR : . 45 ' -0 � 47 ' -0 � ._'4 STEEL RANGFMENTSORPlANS5HAU.BEU5F09YORDISCLOSED �-- -- — _...__._ _____ _ ____�_________, CE2 TO ANY PERSONFIRM OR CORPORATION FOR ANY _ 4 COLUMN CANOPY 25/27 -��-- 320 RECOLD R0AU • WALrfR80R0 • SOUTH CAROLINA • 29488 • 803 538 2351 PURPOSE WHATSOEVER WITHOUT THE WRITTEN PER ��1 L ` I:� IT MISSION OF BESTEELINDUSTRIFS 3-27—�0 Pt 1- ORIGINAL RELEASE ()NE BESTEEL WAY* PfTERSON /IV1J0STR/AL PARK TIPTON • PFIVNSYLVANIA • 16684 — I-I L I�A• IL C 2 I� � G h-) o ��''T'N , ` ..._ o r7 ? 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OE 62 92 a 92 SZ bZ C2 ZIIZ 12 02 61 91 L I 91 sl b I E i 21 11 01 6 9 L 9 S b E 2 1 „�- FNIiu111n,11u111nI111,IIlnnl„u11u1�1u1uu11u1�„111111141HrI,tNblfltt1l11nulru1hu11uu111111nitlflFliin111u1{11111u111n1111111In1111u111n11u111nnitluluil�IIIlII111I1111II111IlUlIu>t�utllnuln111nllluulunhullw!>�nuluul�lulw�I�tttl�nt'Intr!hwhu . FEBRUARY 28 19 9 K LAMINATED METAL FASCIA BLUE (BL-370) "NEON" LETTERS IN METAL. — T- CASE FURNIHED & INSTALLED BY OTHERS END I D . SIGN S I M I LAR I _ 1 DECK . WH I TE (WH--835) -- ---.� a ALUMINUM HOUSING i 7 . 3/4" xl '-7 . 1/2" LIGHTS LS1 RIC-S-400 -- \ SMM--73-1 20V AN WH I TE \.\`DOFF-WH I TE I I (WH--740) I ' BOTTOM OF FASCIA I 04 i i EG I ' i I CANOPY Z ^ ' ( 3"0 DOWNSPOUT 4"0 DOWNSPOUT I I BRACKETS Q + I MOUNTING In i toBRACKETS - i "0 CUNFUIT r REFLECTOR - , I ' + 0 I •" I 1 "� CONDUiT --- __ Z FIXTURE MOUNTING VIEW O I \'1 CONDUIT I _jl I 'FOR SPANNER c I �. v. j 3/4"j� CONDUIT 3/4"Q1 CONDUIT I Q II W SPEAKER,/ O] i SPEAKERi � I ter. ` SPEAKERi 'CALL BUTTON I I aCALL B . CALL BUTTON I O I 7 I I OI i I 1. CO'vER PL --.� COVER PL & ACCESS HOLE ( -- — - — __.-----___--- W FOR SEALING FITTING 1 II 7-• SEALING FITTING 1 " I ( I TINSTALL NO COUPLINGS BELOW SEALING FITTING - - _�-DISPENSER BASFREFERENCE LINE v ABOVE PUMP BLOCK - - Z _ r 1 I r r r r r r � rr r + r• r r �r _--- c 2- 1 - CONDUITS FOR _ I - t = O COMMUNICATIONS ! — -{}--! - `�'' Ex I r F:S C LINE I � w CANOPY L I GHTS w < �--- ._.I — •—_-__ �1 - -•---. - i m SPANNER POWER � I—, — - — - i EXIT NS CLINE 14� I I ! 0 041 VA vA { I < I 11 I I a• — --_--+ — I a' A .oA a, VA a. Ate. 'vj1 'VA a 0' 1 REFLECTED CEILING PLAN SC : NTS SECT I ON ,�4 SECT I ON SECT I ON �---3"O DOWNSPOUT 4 'Q1 Dr)WNSPOUT �-1 "fib •1 ''0 CONDO r T 1 - I 1 "0 CONDI) I T ` r is (3/4 "0 CONDUIT 3 /4" CONDUIT - • � t "0 CONDI. T FOR COMMUN I '.;AT I DN 3/4"o CONDU ! T� SECTION ,ra � '� SECTION E :-� SECTION F . 'ERMIT N0 . BtTP�009��C� - - 1- -N :UF A5 Dk.S,,,t.S AFRA", k- ^•; / 1199 $OIJTN FUl LERT(7N ROAD • 1NOUSTHI, • ('A1/F-ORN,A • 91148 • ��I.? 783 8251,g HE�itf1E'.�k h Pr! _ r: E16fI t, .ii rr ❑. Atli n1E ognnt'P* � ,it's tt ,r _ �._.- 14 / NOR IF1 S L VA N/A 4 of NL E F( R WORT • • ___ -------- -- su!!9,!)IAptES ANu MAI r,+. t, N f.hAS b li 817 8.�1 5 _ (\f''\,uFJI,.�,afn«p rsr it. A�JD r •,NNt. + ,.r, HEVRON USA - --- sdFtirrpwtp�►cT 4<r•+r )1 -ir', r?;FA r5 ;N� A. r _ RAMAFMFNISUAPIANS SMAI Ek A1)H. tp,)r:. - - / � � r a ` N - - — BESTEEL -' ' -0 x 4 -7 ' r-0 4--COL CANOPY �� 1` fz4�� 11- CE �) Tr ANv FEPSUN rlt.M 4p C.i]PP�)pAJrt1N �rN A,,- __._- .-_-•-- _.-.__ ..__.+~_ _r.�._-.r.... —`-- ..r.��_ \• � HALLMARK 21 DESIGN P,Jnpnsk 0MAT',-0FrrQ W'rr+111�+ 'Ht WPIT'Tkt. r1rr. - - - - '-7�-- 1?20RECOID ROAD • WAf 7fR80RU • SUUTN ( AR011NA • 29488 • 80.3 5.98 1351 4-4-90 POT ORIGINAL IslfUE � wltss,oao►�Es1gEa r+OUSTNrEs _....__ _____ - ONE 8f5TffL IhAY• PflFRSON IND US/R/At PARK • T1pTON • PEPS Y1 VA NIA • 16 68 4 4 BATE D M. CK. R E V I A 1 O N • NO 21, o11[sco pEflloDucWAI'w 174126 B N E E T T 1 T L, E P, �rJ PEI" .JO■ -- ND. NMT. NO. _ • _ ,, _ r F. . . NOV 1 31990 ' (II� 1111111 ill) 11 III �I1 111 VIII III 111 III I(I Ili ijl II I II1 III III III III II . III III III f>jl 111 III 111 III III III 111 111 III 111 III III Y11 fll 111 111 111 111 I lJill 111IIIIIIIIIP � III � I . 11l .11llllllllllill � il � li NOTE: IF THIS MICROFILMED I 3® 4 5 6 7 8 9 10 I1 12 DRAWING IS LESS CLEAR THAN _ . THIS NOTICE, IT 1S DUE TO THE Q4IALITY OF THE ORIGINAL DRAWING. - _—_— _ a•ii. / OE 62 92 LZ 92 SZ 11P 1Z Cz 22 IZ 02 RI 81 LI 91 SI *1 EI 21 11 01 6 9 L 9 IS b IE Z 1 mw tf11111111111111111111111111111111111111111{�IIIIIIu11n111�11,1111t11UthII,III111<If1111{111111111u111uIIfNln11�l1tllln1111111111111u111n11u11lulllnllln�lullnl1111u1111�nnllnllnllluullulllluluu1111111111111111uul1nlllwl21111nulull�wiJllllilillnulnullwlut F EBRUARY28 19 92 47 ' -0" I U 3 '-10 . 1/2" — 10 '-01. -- 2 EQUAL SPACES ' Imo/- - 10 '-0" 3 '-10 . 1/2 ' i 9 . 1/2 WIDE l-RIM / PRE-FIN BLUE OVERLA`r BY GRAPHIC INSTALLER \\ FASCIA JOINT : 1 - I r n 11 F1 Chevron r 9 . 1/2" TAPE FILM OVERLAY - - - BY GRAPHIC INSTALLER r ALL SrGNS AND LIGHT Self BOXES BY OTHERS +� So ! f to I • COL WRAP BY OTHER: (WHITE) I I TOP OF HIGHEST ISLAND FRONT ELEVATION SCALE : 1/4-1 ' -O r 45 '-0" I Il 4 '-9" 3 EQUAL SPACES 4 '-9" 1 ' -7" 1 '--7" 1 ' -7" PRE-FIN , FASCIA JOINT OFF-WHITE (0 I DARK GRAY UPPER PORT 1 ON Chevron ca r-- TOP OF HIGHEST ISLAND S I DE ELEVA1_ i ON SCALE : 1/4--1 '—O or l NO. BUPc' 19 01 A1.1IDEAS. DESIGNS. ARHANGEMENIS AND PANS INU ____-----— 1199 S001fI FULLEfiTO/V R 0 A • IN0US7RY• CALIFORNIA • 91148 • 213 283 8251 ♦ /�� Pp�f f ----_._. -------..... ------- CA TE __CATED OR RFPRFSENTED BY THIS DRAWINC,ARE OWNED B, CHEVRON USA AND THE PROPER iv OF SF.SIFEL INDUSTRIES AND,OR It ------ -- ---- __._- _�_ ,__ 342F NORTH SYLVANNIIA AVENUE • FORT WORTH • TEXAS • 76111 • 817 831 1205 SkISSIDIARIFS AND WERE CREATED EVOLVED ANG c DEVELOPED FOR USE ON AND IN CONNECTION WITH.THF -"- 45 ' —O V/1 47 ' -0 7S -0 � 14 424 I, r �_� V !3E;SS7TEC?EL SPE(aFIFC PROJECT NONE OF SUCH IDEAS DESIGNS APCAl RANGEMFNTS OR PL ANS SHALL BE USFD BY OR DISCI-OSEL - TO ANY PERSON FIRM OR CORPORATION FOR AN _ - - 4 COLUMN CANOPY 25/27 - _ _-__ _- - PURPOSE WHATSOEVER WITHOUT THE WRITTEN PER —` — 320 RE COLD ROAD • WAL TERBORO • SOUTH C.AROI INA • 29488 • 803 538 2351 M �f_ /y l 9R ,a - - -- - -- --- -- -- - MISSION OF BE5/EEL INDUSTRIEy 3-27-90 f T ORIGINAL RELEASE O L I 1 �F�' •� �� L9'�' I D Fl 2 3' ^`' O 3HN � ONF RFSTfFt WqY• PETERSON INDUSTRIAL PARK • 17PTON • PENNSYLVANIA • 161684 9/x! QN _�t1L ��DATE OR. CK. Ri E V 1 8 1 0 N I 11110. , 8 H E E T T I T •L E P E. 0 11�Er` JOB HND. BHT. NO. DRESCO REPRDDU, 'inN IN, 116128 • :. Nov 1 31990' , .4.... w.n w�.n.w-..•i. .•�....e�,..�rww+rh.+ w�tn+.rn`.Mw..,a.ux...Mew-a,•sM�' ... ar, ''T........✓wu,i �..a.w wn rr .. .. ram '.: `.... .:-..- ,. r . '. ry '!IUta�+M/f•�t. NYM14'9AxMIwMWAYMR3/M'IILM•r.�IFJMY�YraY1N�MM"�lw1s-.'..aMi1NFw rrlMrau.110,a� �.'.'►t•. =--:,L,' .,.. .rn .... ,,. :.«n•�.--:•. .. - .....•vwv.p �v+.,.wnneaear*-- +�w.0 --- e.-.+. 7F.WY.r�.:--�..�o-.•— w+R�,.w-,.auue.ww. ,.....- ..,,+r�.r,•,n .w,,,y.:w.c,... .�Mw �� _—..._...,:- ..-. .. �►- ime._..•,e -.alflM�'i' Mlj'!AwnwUrR'i",�w' _ - - --^•, _- � .__. _ - -..- _.._ _.. _. ^�"'..'-'r -. ._ .. ._,• ... ., .. ,. - M • I1III,' 111I111 Ill�ijl IIII�/11. 111111 III�111 JillIII IIIII�I �IIII I III III Il1llll 111 IIf I'IIIII Ilill�l IIIIIIIIIIIIIII tll'111I111�111 Illelllllllllll Ill�fllllll�lllllllllllllll�itl ' NOTE: IF THIS MICROFILMED ""�--- ( 2 3 4 5 6 7 8 9 ib 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 62 82 Lz 912 Sz 02 Ez zz iz 02 61 al tl 91 SI t'I EI 2.1 II 01 t5 9 L 9 5 tp c z I"•1 ~ ,r11�I11111111�II1111111�I1nIn11�UIIIIII111111�u11�tltf�tlll�tlt111ut�unlnll�ull�1111�1111�I11t11111�1i11�1i11�11T1�iI1111iN�llll�llll�illl�fllllll�llll�llll�llll�llll�llll�llil�Illf�I111�III1�hII�IUlIl1l1�UII�IIII�IIII�IIII�IIII�IIII�IllIl4i1111111IIlU�IDlll1!!l�llll�)III�IIII�Il11�11 FEBRUARY28 19 92 24 )( PLANT LEGEND symex I Sim oTY 90'rANICAL NAME COMMON NAME TREES - ----_ ------ --- -- T-1 3 35'-0" ACER RUBRUM 'RED SUNSET' RED SUNSET MAPEL- DRUBS --- - —_-_ GENERAL `SI TF NOTE: 3-1 5 GAL. 23 3'-0" PINUS MUCO MJGO MUGHO PINE 1 . REFER TO PLANTING NOTES B. #1 , A— D —� S-2 U GAL. & 3'-0" ESCALLONIA 'COMPACTA' ESCALLONIA --- GC-1 _ _ - - BLUE GRASS (BLEND) GC-2 - R ' A- 1 6" QN — CARPET BUGLE ANNUAL FLOWERS _ ANN-1 14 O T 0 24" CENTUAREA CYANUS j I NOTE& 1. A COMBINATION OF DRIP, BUBBLERS AND/OR LOW GALLONAGE SPRAYS SHALL BE �T I INSTALLED IN ALL PLANTERS. ALL IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH A ,t�, 1� 41 j CONTROLLER CAPABLE OF DUAL PROGRAMMING. '7{fIIT 2. ALL PLANTING AREAS SHALL BE MULCHED WITH WESTERN FIR BARK, 3/4 MINUS OR I APPROVED EQUAL, TO A MINIMUM DEPTH OF 2'. i 1 PLANT LGENERAL REQUIREMENTS 1 1. ELEMENTS OF' THE GENERAL CONTRACT CONDITIONS ARE APPLICABLE TO THIS WORK. ANY \ iDISCREPANCIES OR INCONSISTENCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR RESOLUTION. 2 - . CONTRACTOR SHALL BE UCENSED AND MAINTAIN A QUAUFTED SUPERVISOR. ON THE SITE L AT ALL TIMES DURING CONSTRUCTION. --- Tri 1T� #1 + 3. FURNISH AND INSTAR ALL MATERIALS AND EQUIPMENT PERTAINING TO THE PLANTING OPERATION. ANY REQUEST FOR SUBSTITUTION OF MATERIALS MUST BE MADE IN WRITING TO 'THE ' PROJECT ENGINEER PRIOR TO THE SUBMITTAL OF BIDS. UNAUTHORIZED SUBSTITUTION OF MATERIALS SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT WITH SPECIFIED MATERIALS. ` \ %� / �----- - -`------- - -- 4. PROMPTLY REPAIR ANY DAMAGE TO ADJACENT FACILITIES CAUSED BY PLANTING OPERATIONS. COST OF REPAIR AT THE CONTRACTORS EXPENSE. �/ B. MATERIALS AND INSTALLATION: S-2 (6) -- �/� _ _ _ _ - 1. SOIL PREPARATION AND GRADING -- — A. LOOSEN TOPSOIL OF PLANTING AREAS TO A MINIMUM DEPTH OF 10". REMOVE STONES, -- STICKS, ROOTS, RUBBISH, WEEDS AND ANY OTHER EXTRANEOUS MATTER. B. GRADE PLANTING AREAS TO A SMOOTH, FREE DRAINING EVEN SURFACE. SPREAD 1/4" MINUS NITROLIZED SAWDUST AT A RATE OF 4 CU. YDS. PER 1000 SQ. FT.. APPLY FERTIUZER 16-6-8 AT A RATE OF 20 LBS. PER 1000 SQ. FT. BY MECHANICAL, ROTARY OR DROP TYPE DISTRIBUTOR. THOROUGHLY AND EVENLY INCORPORATE SOIL AMENDMENTS WITH SOIL TO A DEPTH OF 6" BY ROTOTILLING OR OTHER APPROVED METHOD. AMEND AREAS INACCESSIBLE TO POWER E=QUIPMENT WITH HAND TOOLS. C. RESTORE PREPARED AREAS TO SPECIFIED GRADES. ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS. GRADE PLANTERS WITH A CROWNED CENTER LINE UNLESS OTHERWISE SPECIFIED. GRADE OUT ALL LOW SPOTS AND POCKETS. FINISH GRADES SHALL BE 1-1/2" BELOW WALKS AND CURBS. D. EXISTING PAVED AREAS BEING TRANSFORMED INTO NEW PLANTING BEDS SHALL HAVE THE O I SUBGRADE UNDER THE PAVING REMOVED TO A MINIMUM DEPTH OF 12" AND DISCARDED. NEW j ■I / TOPSOIL SHALL BE IMPORTED TO A DEPTH OF 12' AND UNIFORMLY SPREAD THROUGHOUT NEW C�_ PLANTER. PREPARE PER ABOVE NOTES. 2. PLANTING: • j ■ / A. PLANT MATERIAL SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND NURSERY GROWN UNLESS SPECIFICALLY AUTHORIZED OR NOTED ON PLAN, PLANTS SHALL BE HEALTHIAND - GC-2 (203.1 SQ. FT.) VIGOROUS, WELL--BRANCHED AND DENSELY FOLIATED WHEN IN LEAF, AND HAVE A WELL- DEVELOPED ROOT SYSTEM. PLANTS SHALL BE FREE OF ALL DISEASES AND PESTS AND/OR GIRDLING ROOTS AND ANY PHYSICAL DAMAGE. / B. ALL PLANTS SHALL BE PROPERLY LABELED WITH NURSERY TAGS L'STING BOTANICAL NAME IN -- / ACCORDANCE WITH THE AMERICAN STANQARD-.FQB..NURSEBY.,TQ-CK._ T-1 (1) C. DEUVER, STORE AND HANDLE MATERIAL TO PREVENT DAMAGE OR DETERIORATION. D. PROVIDE SHRUB PITS AT LEAST 12" GREATER THAN THE DIAMETER OF THE ROOT SYSTEM AND 24' GREATER FOR TREES. DEPTH OF PIT SHALL ACCOMMODATE THE ENTIRE ROOT SYSTEM. SCARIFY THE BOTTOM OF THE PIT TO A DEPTH OF 4'. LOOSEN ROOTBALL. E. SET PLANTS UPRIGHT AND PLUMB, AND FACED TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO EACH OTHER OR ADJACENT STRUCTURE. SET PLANTS 2"-3" ABOVE ! -- J-1 (7) FINISHED GRADE. BACKFILL THE PIT WITH A PLANTING MIXTURE CONSISTING OF 2/3 EXISTING SOIL AND 1/3 SOIL AMENDMENT THOROUGHLY MIXED. FORM A RING OF SOIL ■ ■ AROUND THE EDGE OF EACH PLANTING PIT TO RETAIN WATER. WATER-IN PLANTS THOROUGHLY. C F. ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 21 GRAM 20-10-5 TABLETS OR EQUAL AT- ■ -- ANN-1 (±122.0 SQ. FT.) THE TIME OF PLANTING AT THE FOLLOWING RATES: �— 1 GALLON - 1 TABLET 5 GALLON - 2 TABLETS i 15 GALLON - 4 TABLETS 24 " BOX - 5 TABLETS G. GROUNDCOVER SPACINGS ARE IN ACCORDANCE WITH DIMENSIONS ON PLANS. ADJUST SPACING AS NECESSARY TO FILL PLANTER EVENLY. PLANT TO WITHIN 24" OF TREES AND WITHIN 18' OF WALKS OR PAVING. H. STAKE ALL TREES PER CONSTRUCTION DETAILS. I. APPLY PRE-EMERGENT SUCH AS 1REFLAN PER MANUFACTURERS SPECIFICATIONS AND ACCORDING CONCRETE MOW STRIP TO ALL APPLICABLE STATE FOOD AND AGRICULTURAL CODES, AND AVE UNDISTURBED (TYP OF 2) ---� �- LEON THE SOIL WATER METER l J. APPLY A UNIFORM 2' LAYER OF WESTERN FIR BARK, 3/4" MINUS GRADE, TO ALL PLANTED AREAS, S-1 (8)—� \, I 3. SODEX.ACEPT ANNUAL FLOWER BEDS. A. CUT, D LIVER AND INSTALL SOD WITHIN A 24 HOUR PERIOD. DO NOT ALLOW SOD TO DRY OUT. B. PROVIDE WELL-ROOTED, HEALTHY SOD FREE OF ALL DISEASES, NEMATODES AND SOIL BORNE ANN-1 (36.8 SQ. FT.) INSECTS. PROVIDE SOD UNIFORM IN COLOR, LEAF TEXTURE, DENSITY AND FREE OF WEEDS, UNDESIRABLE GRASSES, STONES, ROOTS, THATCH AND EXTRANEOUS MATERIAL PREPARE SOIL PER ABOVE SPEC. CJ C. LAY SOD TO FORM A SOUD MASS IN PARALLEL LINES WITH TIGHTLY-FITTED JOINTS.STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. REMOVE ALL EXCESS SOD. PROVIDE TOP OF SOD PAD FLUSH WITH ADJACENT CURBS, SIDEWALKS OR DRAINS. D. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER LAYING. \ -- -- -.------•_-_._ _.. _.__-- -- _- - ---__-_-_-__ -- --_-_-- E. L NTH A LLLIGHT ROLLER TO INSURE CONTACT WITH SUBGRADE. j 4. ANNUALS BED: A. LOOSEN TOPSOIL TO A DEPTH OF 10' AND INCORPORATE 6 CU. YDS PER 1000 SQ FT. OF ANN-1 (36.8 SQ. FT.) / \ NITROUZED SAWDUST INTO THE SOIL. APPLY 10 TO 12 LBS OF FERTIUZER 10-10-10 PER 1000 nVSO SQ FT OF PLANTER AREA. MIX WELL INTO SOIL AND RESTORE PLANTER TO PROPER GRADE. p'['pR vGNVLD B. PRIOR TO PLANTING, WATER ANNUALS IN THEIR CONTAINERS AND THOROUGHLY MOISTEN PLANTER Qi SOIL... THEN JUST BEFORE PLANTING APPLY A PRE-EMERGENT SUCH AS TREFLAN AND LEAVE T-1 (2)--- - J CITUNDISTUY-�'`� C. CAREFULLY LIFT LIFTT PLANTSED ON THE UFROM CONTAINERS KEEPING ROOTBALL INTACT AMD PLANT AT SPECIFIED SoWe PACIFIC ■ SPACINGS. THOROUGHLY WATER-IN PLANTS. GC-1 (613.9 SQ. FT.)-- y D. FERTILIZE WITH A SOLUBLE FERTILIZER 10-52-17 MIXED AT A RATE OF 1 LB PER 100 GALLONS OF !'DATER. THIS AMOUNT WILL COVER 400 SQ FT. OF PLANTER DO NOT APPLY FERTILIZER -o�yZ TO DRY SOIL E. APPLY A UN!FORM 2" LAYER OF WESTERN FIR BARK, 3/4" MINUS GRADE, TO ALL ANNUAL BEDS 17' AS A MULCH. 5. CLEAN-UP: 0 A. PERFORM CLEAN-UP DURING INSTALLATION AND UPON COMPLETION OF WORK. REMOVE FROM SITE ALL EXCESS MATERIALS, SOIL DEBRIS AND EQUIPMENT. N 6. MAINTENANCE AND GUARANTEE: o A. MAINTAIN PLANTING AND SOD UNTIL FINAL ACCEPTANCE OF JOB BY PROJECT ENGINEER. REPLACE ANY DEAD OR DEFECTIVE PLANTS. WATER, FERTILIZE, WEED AND SPRAY PLANTING LANDSCAPE PLAREAS AND SOD LAWN AS NECESSARY TO MAINTAIN A CLEAN, HEALTHY LANDSCAPE. TIGHTEN A N AND REPAIR STAKES. RE--SET SETTLED PLANTS TO PROPER GRADE. 0 B. ALL PLANTS, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING --- -- - -- - ----- -- -- -------------- ------- -- - ------- -- ----- - - --- SCALE: 1 "=10'—O" FR0JE'C1 ACCEPTANCE. DRAVANGS ISSUED FM: DAIS APP � RHIL ROVED � LANDSCAPE PLAN ---- -- A PLANNING REVIEW — Chevron USA. hC. PERMIT _ II/ZI 4 VJF Marketing Operations Seattle 111747 S.W. PACIFIC HWY. BID LO NOT FOR REVISIONS �� TIGARU, OREGON DO CONSTRUCTION - --- 0 - -- SCALE: 1 " = 10'-0" DATE: 11 /21 /90 DO NOT USE FOR CONSTR. — �- UNLESS DATED & INITIALLED DR. C.D.H. CH.S.W.F . APP. a RECORL DRAWING d a SSj 8209 af a JOB# 8655 1I1IIiIIII1I1I1I1I1I'111.IILIIII III(1I1 ~IIIII I11)fI IIIII1I�,�IIII I II' 1`I11 AI„Iy,F1.(-I I1I51+�}I~I 1 IIIfI 1_II.I 1 II/I 1 I1 IIIIIItillllllilllll)IIIIIIIl1111111I1t11111111►IIIIIIIIIItI111111111I111I11111111111 � � i !} r i► NOTE: IF THIS MICROFILMED �- 1---�-• ? 3 4 -- 5 s 9 10 - - 11 _- 12 _ DRAWING IS LESS CLEAR THAN f THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6? 92 LZ 9? SZ 1N2 CZ Z 12 OZ 61 81 LII of 121 41 E 1 71 11 01 6 9 L 9 S ��. b E Z I "•"”' 11411111111 fill 11nn1nI111uI�alulullllltt11n11nuh�atlslN1n11 ulnul►u111111I111�1i11111N1111n1'lUllnl1uIIIIIIIIII111t1III111111I11111111111II1111lIIUIlIIIIIIIIIt1lIIIIIIIIIWIIIl11111111uu1u111111dim I111111uIUWliuluulllll�illlllll11111111IIWI111 FEBRUARY 28 19 92 GENERAL IRRIGATION LEGEND SYMBOL IAA"XI11IJRER YOOEL Zm7 mmrTm F"PIlCS P'U'C'• POINT OF CONNECTION AT EXiS11Nr: VALVE �. DOUBLE CHECK BACKFLOW -- INSTALL. ABOVE FEBCO 0805Y-1 PREVENTER GRADE COPPER WATER UNE 18' COVERAGE TYPE 'L' SIZE AS NOTED PVC SCH. 40 MAINLINE 18' COVERAGE - -� ----- — SZE AS NOTED - _ --- TORO #265 ELECTRIC VALVE ASSEMBLY IN LARGE VALVE BOX, DETAIL SHEET L-3 — VALVE/STATION N0. -- -- --_-'--- MIN. GPM REQUIRED MIN. VALVE SIZE -- —T--- — I PVC CLASS 200 LATERAL SIZE AS NOTED 12 COVERAGE PVC SCH. 40 SLEEVE 18" COVERAGE �- -- - --. - SIZE AS NOTED i 570 SERIES LOW GALLONAGE NOZZLES B it TORO FSH-LG ON 570C 4P-BODY--LAWN, FLUSH W/ GRADE FSQ-LG 12P-BODY-SHRIJE 1� e TORO — 550Q 15I HS LOW GALLONAGE NOZZLES FTU { W/ GRADE 15-120- ON 570C 4P-BODY-lA�!�N -- .— }tfI T+irj? t�� ij �7� TORO 47SSTERIES PRESSURE 12PFLUSHFLUSH W/ GRAD BODY-SHRUB IRRI-TROL PLUS-MC4 AUTOMATIC CONTROLLER WALL MOJNT \ E TO REMOTE CONTROL CO2" SCH. 40 PVCDVALVERNO. 12. D RECR I $ t3-1 +t rrt, !t 1; GENERAL IRRIGATION N BURIAL OF CONTROL WIRES AFTER VALVE NO. 1,2 I A. GENERAL REQUIREMENTS: TAPE WIRES UNDER IRRIGATION MAIN, EXTEND -- AS REQUIRED 1. ELEMENTS OF THE GENERAL CONTRACT CONDITIONS ARE APPLICABLE TO THIS WORK. ANY S - DISCREPANCIES OR INCONSISTENCIES NOTED SHALL BE IMMEDIATELY BROUGHT TO 111E ATTENTION OF THE PROJECT ENGINEER FOR RESOLUTION. IF A DISCREPANCY 'LXISTS BETWEEN WATER _-_ TI+ ,t, �, 1T PRESSURE TESTED ON-SITE AND NOTED ON PLAN, CONTRACTOR SHALL IMMEDIATELY NOTIFY PRCJECT ENGINEER. 2. CONTRACTOR SHALL BE LICENSED AND MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL Lc 3�a" TIMES DURING CONSTRUCTION. \\ E 3. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULA(IONS GOVERNING OR RELATING TO FANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 4. FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT PERTAINING TO THE IRRIGATION SYSTEM. I / ANY REQUEST FOR SUBSTITUTION OF MA rERIALS MUST BE MADE IN WRITING TO THE PROJECT J — — — — - — — ENGINEER PRIOR TO THE SUBMITTAL OF BIDS. UNAUTHORIZED SUBSTITUTION OF MATERIALS SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT WITH SPECIFIED MATERIALS. I� 5. CONTRACTOR SHALL MAINTAIN DURING CONSTRUCTION A COMPLETE SET OF AS-BUILT DRAWINGS. THESE DRAWINGS MUST SHOW LOCATIONS OF ALL PIPING, HEADS AND VALVES RECORDED BY A QUALIFIED DRAFTSPERSON. PROVIDE A PHOTOSTATIC REPRODUCTION OF DRAWING REDUCED TO 8 1/2" X 11' AND LAMINATED IN PLASTIC AND SECURELY ATTACHED TO THE INSIDE UD OF I CONTROLLER. 6. PROMPTLY REPAIR ANY DAMAGE TO ADJACENT FACILITIES CAUSED BY IRRIGATION SYSTEM WORK OPERATIONS. COST OF REPAIR AT THE CONTRACTORS EXPENSE. 3/4" COPPER LINE I I I 7. SYSTEM DESIGN IS BhSED ON--412_PSI AVAILABLE AT IRRIGA11ON POINT OF CONNECTION. TYPE 'L' STUB UP i I PAL FOR SITE IS 92 VERIFY IN FIELD. IN PLANTER F P.S.I. AT IRMCAMON P.O.C. IS ABOVE B. MATERIALS AND INSTALLATION ® ■� ! e I I ■ RMONO VALVE. SET OW AT 50 AL 3/4■ � 1. PROVIDE ONLY NEW MATERIALS WITHOUT FLAWS OR DEFECT'S. 2. DELIVER, STORE AND HANDLE MATERIAL TO PREVENT DAMAGE OR DETERIORATION. -- - IRRIGATION P.O.C. AT EXISTING VALVE 3. EXCAVATION AND BACK FILL. ju I I■ I �- — - LOCATED IN PLANTER. INSTALL NEW VALVES A. ALL BACK FILL MATERIAL SHALL BE CLEAN SOIL FREE OF STONES, ORGANIC MATTER AND I ■ 0 AS SHOWN ON PLAN. VERIFY LOCATION IN FIELD DEBRIS. FILL TO MATCH ADJACENT GRADES. ANY SETTLING OF SOIL SHALL BE FILLED TO I MATCH ADJACENT GRADES. B. NO PIPES SHALL BE INSTALLED PARALLEL AND DIRECTLY OVER ANOTHER LINE. MINIMUM 1" -- CLEARANCE FOR PIPES SHALL BE FOUR INCHES. 1 C. PIPE DEPTHS SHALL BE AS FOLLOWS: PRESSURE MAIN LINE - 18" MINIMUM COVERAGE 1' 11 LATERAL LINES - 12' MINIMUM COVERAGE DRIP LINES - 6" MINIMUM COVERAGE I i 3/4"7 DIRECT BURIAL CABLE - 12" MINIMUM COVERAGE 2 SLE4. CONTROLS B' MINIMUM COVERAGE ABLE AND CONTROLLER: O I I 1 1 /4 A. CONTROL CABLE SHALL BE MINIMUM OF , 1 19 B. INSTALL CONTROL CABLE IN PIPING TRENCHES DIRECT BURIAL WHEREVERPOSS BLE. BUNDLE AND TAPE WIRE TO UNDERSIDE OF MAINLINE EVERY TEN FEET. WHERE NECESSARY RUN PIPING IN SE .RATE TRENCH WITH A MINIMUM OF 12" COVER. INSTALL WIRE WITH ENOUGH SLACK TO I ■ I ■ ALLOW RAND CONTRACTION C. PROVIDE SSLA SUFFICIENT WIRE SCK AT VALVES ALLPIPE. OW RAISING THE VALVE BONNET OR SPLICE TO THE SURFACE FOR REPAIR WITHOUT P 3CONN11N ■ ■ �/ - 3/4' D. NO IN-UNE SPLICES. ALL WIRE RUNS TO BE CONTINUOUS WHITE WIRE TO BE COMMON. I 3/4" COPPER LINE COLORED TO BE CONTROL. I E. CONNECT EACH CONTROL VALVE TO ONE STATION OF CONTROLLER. CONNECT CONTROL VALVES TYPE 'L' STUB UP // TO COMMON GROUND. IN PLANTER—-� / - 1® 1/4- F. ALL WIRE CONNECTIONS TO BE WATER TIGHT CONNECTORS. NO TAPE CONNECTIONS./ G. INSTALL CONTROLLER PER CONSTRUCTION DETAIL 5. VALVES AND VALVE BOXES: A. ALL REMOTE CONTROL. VALVES AND GATE VALVES SHALL BE INSTALLED IN VALVES BOXES AS SPECIFIED IN THE CONSTRUCTION DETAILS AND OF PROPER SIZE FORA' E 5Y ACCESS. O INSTAL VALVE BOXES ON A BASE OF GRAVEL AS NOTED ON CONSTRUCTION DETAIL. LEVEL BOX TO MATCH EXISTING ADJACENT GRADE. B.C. t rENGIL VALVES PER ON TOPCONSTRUCTION OFUBO P PER DESIGNATION ON PLANS. TANS. 6. PLASTIC PIPE: 3/4" 3/4' / J A RVIEFOR THERMAL EXPANIONANUCONTRACTION OF IY SNAKING PIPE SIDE TO SNTRENCH. USE SWELD OR EAP JOINTS. SEAL THREADED E ---- -- -—--- --- ---- -- -- --- - - --------- E CONNECTIONS WITH TEFLON TAPE. PRIMER PRE'.,SURIZED JOINTS PRIOR TO SOLVENT WELD. B. ALLOW JOINTS TO SEAL FOR 8 HOURS BEFORE PRESSURE IS APPLIED TO SYSTEM. 3/4 C. PRESSURIZED MAIN LINE - SCH 40 PVC 1 1/4" LATERAL LINES - CLASS 20r PVC E DRIP LINES - ALGAE RESISTANT BLACK POLYETHYLENE HOSE E -- " ---- --- - — — PVC FITTINGS SCH 40 PVC -" -- - -- PVC RISERS AND NIPPLES - SCH 80 FVC \ /�-- --- ------------------- --- __ _---------------- \ -_-.___ --- --- - - -- — SIEVES - SCH 40 PVC 7. FLUSH, TEST AND ADJUST: A. AFTER SPRINKLER PIPING AND RISERS ARE INSTALLED AND BEFORE SPRINKLER HEADS ARE INSTALLED, OPEN CONTROL VALVES AND FLUSH OUT SYSTEk WITH FULL HEAD OF WATER. B. PERFORM SYSTEM TESTING UPON COMPLETION OF EACH SECTION. MAKE REPAIRS AND RETEST AS NECESSARY. PRESSURE TEST ALL MAINLINES IN THE PRESENCE OF THE PROJECT ENGINEER UNDER FULL PRESSURE FOR A PERIOD OF ONE HOUR PRIOR TO BACKFILUNG. REPAIR AND RETEST AS NECESSARY. S.W. PACIFIC H C. ADJUST SPRINKLERS AFTER INSTALLATION FOR ADEQUATE DISTRIBUTION OF WATER OVER THE COVERAGE AREA. ADJUST SPRINKLERS TO AVOID THROWING WATER ON BUILDINGS AND FENCES. D. TEST AND DEMONSTRATE CONTROLLER BY OPERATING APPROPRIATE DAY, HOUR AND STATION SELECTION FEATURES AS REQUIRED TO ACCOMMODATE PUNT REQUIREMENTS. N 8. SPRINKLERS: A. LOCATF SPRINKLERS TO INSURE PROPER COVERAGE OF SYSTEM AREAS AS INDICATED ON DRAWINGS. DO NOT EXCEED SPRINKLER HEAD SPACING INDICATED ON DRAWINGS. 9. CLEAN-UP: A. PERFORM CLEANING DURING INSTALLATION AND UPON COM'-LET10N OF WORK. REMOVE FROM N SITE ALL EXCESS MATERIALS, SOIL DEBRIS, AND EQUIPMENT, 10. MAINTENANCE AND GUARANTEE: RRIGAT A. MAINTAIN IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE OF JOB BY PROJECT ENGINEER. ION PLAN REPAIR OR REPLACE DAMAGED OR DEFECTIVE MATERIAL IMMEDIATELY. ADJUST AND RESET HEADS AS NECESSARY TO MAINTAIN OPTIMUM SPRINKLER COVERAGE. --- B. ALL MATERIALS AND WORKMANSHIP SHALL. BE GUARANTEED FOR ONE YEAR FOLJ_OWING PROJE"T SCALE: 1 "=10'—O" ACCEPTANCE. � __--- --------- -- ------ I�— —_---� N N IG AVVINOS ISSUED FOR: DATE /APPROVED IRRIGATION PLA NOTE: RH;- OMrrMI _ _ ---..-- — - _-- -- PLANNING_ REVIEW Chevron USA, hc. IRRIGATION MAIN,—POINT OF CONNECTION, PERMIT Ii%I/90 ywF— — Morketi o a ' — — --- ------ - 1 ryg per Dons Seattle 11747 S.W. PACIFIC HWY. BACKFLOW PREVENTER, REMOTE CONTROL VALVES, AND BID ______ ___ N CONTRACT DOCUMENT TIGARD, OREGON -� Lo LATERAL LINES ARE SHOWN DIAGRAMMATICALLY, PLACE NOT FOR CONSTRUCTION REVISIONS Iq INSIDE PLANTER. CON STRU CT10N - _____�- SCAT E: .1 " = 10'--o" DATE: II�ZI�°k9 O UNLESS DATED A INITIALLED DR. C.D.H. CFI, APP. Z DO NC _ USE FOR CONSTR. --- --- — PERMIT NO . BVP900350 RECORD DR�.WING — Z 21 OF 32 , — � Q.�___-- SSS 82+08 LL JOEL 8655 L - 2 • I >... _ ._-,.�+,�r^^.r��– +�Y1ts. : . -;�. ...- _ + .'_r.,:r:�r....:. .:.. :.. ....+.:,�f..iii:. ,.. IRMitw,; .. .. ..._ ,. r ( ! I ( I I ( I I I Itlll llllll) IIIII11111I111I111I111IT11111Ill II '1(II1t11!I1) Jill ItI ,I111I111I111IIIII111I111I11111i11111III1I111I111ilI1I111IIIII1111Ill 11111IIIlIIIlI111I11off 111111 NOTE: IF THIS MICROFILMED I 2 ..—3.�.��.;...�.. 6 _? 89 I� _I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO Df QUALITY OF TW ORIGINAL DRAWING. QE 62 92 LZ 9? SZ VZ EZ ZZ IZ OZ 61 of LI 91 11 01 EI ZI 11 01 6 A L 9 fS----�� b� IE---- Z 1"•�*' n rt!111111lot I1I1111IitIIII III InIIItIIlI1111I1III�IIIIIIIN(1ul{ultlttklllllllnlltntlllnlllllll:llIUTIINHII111I111IIIItIIIluIl111II IIlII111IlUlII IIII IIIIIIUlII111IIIIlIIIIlIiI1LIIIIIIIIIIIIIIIIIIIlI1171IIIIl;IIIIIInIIIunI1111IIIIlII111I111lIliWI111IIIIlUIIIWLI1IIIIII1111IIUI�IWIIII FEBRUARY 28 1992 I i i I I I WATER BASIN — 3'0X4" DEEP - ---_ r--- REMOVE AFTER THOROUGH I I PLANT PIT SATURATION l AUTOMATIC CONTROLLER I —WALL MOUNTED PER LAWN PUP—UP MANUFACTURERS 2" DEEB MULCH \� J \ FINISH GRADE O RECUMENDAT!JNS IN SHRUB AREAS � - �\� \ �� \�\\//\\// + �.�.— — JUNCTION BOX & \\ / FINISH \\/\\/\\/\\� /\\/\\/\\/\\/\\/\\� ELECTRICAL SERVICE /\/\/\/� \/\/\/\/\/\/� ___ GRADE BY OTHERS ELECTRICAL CONDUIT— SIZE AS NEEDED �\\ �\\//\\\ I/ / '\\/\\/\\ \/\\//\\/\\ � SCH 80 NIPPLE 01' lo/ / /\/ / ROOT /' / /! / /, / I r- FINISH GRADE \\/�\,\/� B A.L L /\\/\\/\\ rJ E R T E L L POLY PIPE FERTILIZER TABS m \\/ j\ \�� 21 GRAM, 20-10-5 / / BACKFILL MIX — �_ / // // / 1 TAB — 1 GAL�r�N �\\ / ; \� 1/3 AMcNGED SOIL �t -_ PVC TEE \�\\�\\� / \/e e , „/ lc' 2/3 EXISTING S0'L ® LATERAL 1 TABS — 5 GALLON \� N N'\\, \\/\\/\\/ \\ ,\ / THOROUGHLY MIXED 3 TABS — 15 GALLONS X,/x /� \ � / — �— INSERT TAPE .,0 JTROL WIRES \ \ \ \ \ \ \ \ \ \ PLANT PIT 2 TIMES r THE DIAMETER OF THE ® ln' O.C. TO BOTTOM ROOT BALL. SCARIFY SIDES OF MAINLINE AND BOTTOM OF PIT. ' LOOSEN ROOTBALL. r 9 PLANTING DETAIL - _ -- --4 „ POP - UP6 SPRINKLER 3 WALL MOUNTED CONTROLLER DOUBLE CHECK VALVE 12" POP—UP GALV. ELL SPRINKLER �/e FINISH GRADE `T I GALV. NIPPLE WIDTH VARIES II II /\j\//\� ///\\//\\//\\/j\��\ �i�� — UNION 1 1/2" 2' j \/ \/\\ \\ .\ ,— P`v'C TEE I '�' • , . //\\/ \\//\\//\;//\\//\\//\\// O r— P�'C LATERAL I I I j GALV. NIPPLE \ // i e /\� \/\\ /\�/ TO CITY CODE I INSERT ELL FINISH GRADE NOTE: • • ' � PROVIDE CROWN 0 CENTERLINE OF �. ��. PVC MAINLINEr PLA.NJTEP,, SLOPE 0 _3% TO CURB. PROVIDE i POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WALLS 0 3%. POLY PIPE �� _ (� 12" SO. THRUST BLOCK . INSERT LLL I I ' • GALV. ELL',8 PLANTER SECTION 5112 �, POP - UPSPRINKLER 2 DBL . CHK . BACKFLOW PREVENTER "CHRISTY FL30/FL30D" OR EQUAL ELECTRIC VALVE �\ BULLNOSE (TYP.) — \ � FINISH GRADE 2" FINISH GRADE PVC ADAP TER/UNION LATEP�L — PVC SCH 80 WONDER TREE TIES — PVC ELL 1—#4 BAR CONTINUOUS SFRINC., LOADED 6" COMMON WIRE t "� -- --- TREE STAKES 2"0 X 8' / TO CONTROLLER — �--�— 1 CUBIC FT. PEA GRAVEL , I PRESSURE TREATED r HARDWOOD NOTE: CONTROL Wik L-'% PROVIDE TOOL JOINTS 0 10'-0" O.C. TYPICAL PVC SCH 40 MAINLINE FINISH CONCRETE MOW STRIP ELECTRIC VA01E ASSEMBLY GRADE DRAWINGS ISSUED FOR: DATE APPROVED � ___ _ RHL CHEVROM LANDSCAPE & IRRIGATION Chevron /i // - --- -- - \j\\\\\\ \ \, \\ ;' y- Chevron, \\�•\ PLANNING REVIEW ` -T — ------- -_ _ -- // % ROOT %\//\//\//\//\//\ P_ERo�I Tf7z---- --' - Chevron U.SA. ky.. DETAILS / / / / /\ I; Merk0in DperOticn; _;-001e 11747 S.W. PACIFIC H JVY. BALL %VA�VA\/VA�VA�AA BID — �i CON TRAC T DOCUMENT OREGON NOT FOR CONSTRUCTION TIGARD, OREGON z \ \ \ \ //\ \ REVISIONS CL \\ /\ / \ \ \ \ CONSTRUCTION PERM1 T N�. BUP90035C, •///\// / /` //\//C\ \//\ /\//\/ - SCALE: NOT TO SCALE DhTE: :/21/ �., L0 22 OF 32 \\\\/ \/\\ /\\ \\/ \\/ \\ DO NOT USE FOR CONSTR . � Z UNLESS DATED k INITIALLED DR. I� .G, CH. APP, R — N 7 STAKING DETAIL _--_- -_ - _- ___ - _. JOB# 3655 111'1111111 11')1 (I I I I I I I 1 1611111,1111111111 I I I I I I I I � ( ISI 1 ( � I I � I 11 ,1111 1111111 1111111 1111111 III�IIIIIIIIIIIIIIII111111SIIIII111 111If11�111I11rIr11I111�111I11r , , _ ,. ,! .,.� ...___. ` NOTE: IF THIS MICROFILMED —– I -� --- 2 3 4 5 6 7 8 9 10 11_ 12 DRAWING IS LESS CLEAR THAN ., THIS NOT ICE,- IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — – ---- - ----- 0� eZ 9z LZ 9z Sz ►z E2 ZZ I� 0,2 61 BI LI 91 41 1p E1 2 11 01 6 9 L 9 S b E z 134"s'" ^w u11jM1111111I1111I11NI111jl1HIIMN{IIr1I11111111t�1111IIIIfill III 11 1 111111111110 11111 budijulU11IIIIllittWh ,,,✓ �t11111111111IIIIII1111I11uI1111I111tI1111y111Itf1iI11N+i1fl�il�ill�lTp� �- FEBRUARY 28 1992 S 60. 25' W 200.00' ( ° 0 O ) ( 0 o0 � © �- - - - - - - - - - -- - -� 0 coo 11 / .\ TTI ® 000, 1 / 7 \ ti 1 \-- - --'AUT❑ SERVICE' DECAL SIGN-15 SQ, FT. SEE SHEET 2 I I O HALLMARK LOGO-2.4 SQ. FT. (TYP OF 4) SEE SHTS 2, 5 do 6 — - EXISTING FREESTANDING I.D. ■ — — -- - — • do PRICE SIGN TO REMIAN. — INTERNALLY ILLUMINATED 'CHEVRON' ---- — INTERNALLY ILLUMINATED 'CHEVRON' WORDMARK SIGN-17 SQ. FT. (TYP OF 2) _ WORDMARK SIGN--17 SQ. FT. (TYP OF 2) SEE SHEETS 2 do 3 SEE SHEETS 2 be 3 N 60' 25' E 200.00' INTERNALLY ILLUMINATED _- HALLMA.RK SIGN-3.7 SQ. FT. J SEE. SHEETS 2 k 4 J i LL L 0 S.W. PACIFIC HWY, APPROV LD RID N CITY ( 1, N SITE PLAN rn - --- — -- --- - -- — — Date 2- � SCALE: 1 "=10'—O" ---- DRAVANOS ISSUED FOR:- DATE APPROVED V E PLAN — PLANNING REVIEW Chsvrm USA. hC. - PERMIT _ -- 1�/tar/qo swF Marketing Operations Seattle 11747 S.W. PACIFIC HWY. BID __—_-- CONTRACTDOCUMENT LO TIGARD, OREGON N01 FOR CONSTRUCTION _ REVISIONS `c CON STRU CT10N -- Q_._-..._ -------- ---___--_ _ SCALE_: 1 " = 10'-0" DATE: 12/18/90 O DO NOT USE FOR CONSTR . z UNLESS DATED A INITIALLED ° - DR. C.D.H. CH.S.W.F. APP. z Q RECORD DRAWING SSS 8208 1 0 G JOB# 8655 11 Jill .. - ---- - IIlOIt�IItltlll�l'I�I'III�f�IIIII�IIItIlI111I111{IfII111Ifill`Jill IIII�III�IIIIIl111111tItI1lIIIIIIIIIIIIIIIIIItlllilllllllllIIII�IIII{IIIIIIIIIIIJill IIIIII11111tIlIlIIIIIIIlII�11I11�{III >� ! • 2 7 8 I "-- l NOTE: IF THIS MICROFILMED �^ �- 3 4 .�---.--5 - . _5 G 9 10 12..�.__ ' DRAWING IS LESS CLEAR THAN THIS NOTICE,- IT 1S DUE TO FHF QUALITY OF THE ORIGINAL --- -. -- -- —_- DRA,WING. OE 62 92 L2 92 SZ 10 1-2 22 1? OZ 61 91 LI 91 51 bl ti 711 11 01 6 9 L 9 IS. �� b E Z I01•�h �nIIIIII{Ilu�lul{Un�nuILInInII{1111(1III�uIlIt11tI1tlllunlnnlnnlllnl�Iu{tI1I�111111131I1111I1111I1111I11nIII1111111ItIIIIIII IIIItII11UI1111I I I l IIW�1'IINIIIIIIIII IIIIIIIIIIIIIIIIiIIIIlIII11II111I1lIl)IIIIInIIl1111III11IIIIlIIIUIILIIUIIIIIiIlIt111lllllill!!IUIII)11lIIIIIIIWIIIII FE BRUARY 28 1992 --FASCIA INTERNALLY ILLUMINATED BLUE LETTERS. 17 SQ. FT. -.-----FASCIA CAP DK. GREY low WHITE STRIPE 'AUTO SERVICE' DECAL SIGN ON BUILDING FASCIA-15 SO. FT. O Ow1 TOR DIRECTION4LSIGN ILLUMINATED 0=�fig —1 V—§—(-L: WHITE W/ DARK GREY LETTERING Self Self Eli NEST CANOPY ELEVA110N PARTIAL SOUTH BUILDING EL_ EVA"nON NOTE: EAST ELEVATION IS SIMILAR. SCALE: 1 /4"=-V-67; SCALE: 1 /4"=l '—O" INTERNALLY !LLUMINATED LOGO-3.7 SQ. FT. FASCIA OFF—WI-!ITE HALLMARK LOGO 2.4 SQ. FT. __7 UPPER COLUMN DARK GREY INTERNALLY ILLUMINATED ------ 'SPANNER' BOX—WHITE CA, Ae INFORMATION PANEL BLUE TRASH RECEPTACLE FUEL DISPENSER qo GRAPHICS PANELO� C 0 Co o OUTH CANOPY ELEVATION_ c14 SCALE: 1 /4"=V-0- rl- 0 rn rn DRAWINGS ISSUED FOR: DArE AMOVED BUILDING & CANOPY ELEVATIONS RHL —vim PLANNING REVIEW Chevron USA. Vc. PERMIT Markethg Operations Seattle 11747 S.W. PACIFIC HWY. BID Z 0 CO N T R ACT D 0 C U M E N T TIGARD, OREGON V) NOT FOR CONSTRUCTION REVISIONS CONSTRUCTION SCALE: AS NOTED DATE: 12118190 O DO NOT USE FOR CONSTR . --- DR. C.D.H. CH. S.W.F. APP. Z UNLESS DATED & INITIALLED z RE-!ORD DRAIMUG SS# 8209 JOB# 8655 NOTE: IF THIS MICROFILMED 2 3 4 ____ 5.. 6 7 8 9 i10 I I 12 ,2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z LZ 9z s;z vz cz '72 12 Oz 61 81 LI 91 91 *1 ti 21 11 01 -6 9 1 9 s III, E 2 1 :2"loks" FEBRUARY 28 1992 2 4 )C t l -- ----- ---- - — - 104' (8'-8') -- RETURNS - CHEVRON- BL-370-S BLUE (GLOSS FINISH) 1 O O O O O O O O O C �� 23-1/2' lE-5/8' I 1-1/2?' Trp.___ 0 0 0 0 O O O O O O FACES ROHM L HAAS TYP, MOUNTING BOLT 0W7328 WHITE .ACRYLIC- LOCATION GLOSS FINISH FRONT ELEVATION •040 ALUM. RETURNS _ CHEVRON BL-370-S SCALE11-1/2' - V-0' BLUE GLOSS FINISH (INSIDE OF "E" L "0" ONLY) 11 FRONT OF FASCIA ---- j it II II 11 .060 ALUM. RETURNS CHE`✓PDN BL- 370-S 3L.UE GLOSS FINISH � II 1' JEVELITF_ TRIM CAP --- ____ II CONTRACTOR T❑ DESIGN 5 ----�" & FURNISH ACTUAL (PAINT BL•-370-S BLUE) V/010 x 1/2' PAN HEAD \ i i ATTACHMENT BASED UPON FIELD CONDITIONS L SLOTTED (4) PER LETTER II � ' PROVIDE ANY ADDITIONAL II SUPPORT REQ'D. I I i I ELECTRICAL INFORMATION, NEON, (2) ROWS OF 12MM 6500' WHITE L TRANSFORMERSo (1) 6000V 60MA L (1) AMPS 7.2 AMPS 7500V 60MA NPF � I CIRCUITS RED'DI (1) 20 AMP/120 V CIP,CUIT REQ'D. , I I INSTALLATION NOTES, — L I 1- POSITION PAPER INSTALLATION LAYOUT (PROVIDED BY i [--(3) LOUVERS ON EACH END L / MANUFACT'JRER> ON FRONT OF FACIA MAKING SURE 1-3/4' TUBE--- W/ALUM. SCREEN INSIDESTAND AS REQ'D, i SEAL V/SILICON PATTERN IS IN PROPER LOCATION AND IS LEVEL. 2- DRILL PILOT HOLES THROUGH MOUNTING HOLE AND ELECTRICAL ni L❑CAT:❑NS ON LAYOUT AND INTO FACIA, /�'3/4'0 CONDUIT NIPPLE3- REMOVE PAPER LAYOUT, REMOVE FACES FROM LETTERS i / 3 / LDC ONDUI PNIPPL ED .030 ALUM. TOP AND RAISE LETTERS INTC' POSITION. INSTALL AS DESIGNED. 1200 6500' --- (ATTACH V1010 WHITE 4- MOUNT NEON TUBING INTO LETTER AND REATTACH FACES. TUBING N EON i BY INSTALLER S.S. SHT METAL TUB 5- MOUNT TRANSFORMER HOX. TUBREVD• w 3/4'0 RIGID ELECTRICAL SCREWS) (6) 6- MAKE ELECTRICAL HOOK-UPS AND TEST TO INSURE PROPER P_ W REO / CONDUIT TO REMOTE OPERATION. TRANSFORMER PROVIDED 090 ALUM. TRANSFORMER 7- CLEAN ALL ELEMENTS AND REMOVE ALL CONSTRUCTIDN VEBRIS i i L _ - -`� BY INSTALLER1/2' TYP. BOX x 3' LONG a REMOTE FRO ---- M SITE LOCATION DETERMINED BY NOTEs L FIELD CONDITIONS 1- DOTTED LINES IN SECTION Ol DESIGNATE INSTALLLER i FURNISHED FASTENERS. I 2- THE ERECTOR SHALL BE RESPONSIBLE FOR DETERMINING IF 1/8 ACRYLIC VHITE FACE—� �, \ L ,--- WALL C❑NDITIONS ARE ADEQUATE FOR LETTER INSTALLATIONS ROHM L HAAS \ \ AND DESIGNING ACTUAL ATTACHMENT. IF REQUIRED, ADDI- TIONAL SUPPORT MEMBERS TO BE ERECTED PRIOR TO INSTAL- 0W7328 L___________________ i �\\ �`` LATION. .040 x 3' x 6-1/2' ALUM. COVER -- GENERAL NOTESi RAGE 2A- — 1. BUILDING SIGN COMPONE14TS SHALL BE �7 ABRICATED FROM CONNECTOP, FULL SIZE PATTERNS DEVELOPED FROM A PHOTOGRAPHIC STAT, PAINT INSIDE OF-- L 2. WORKMANSHIP AND FABRICATION SHAI '. CONFORM TO A.I.S,C. I ' :0) [PERMIT �iMNQ3 15�JED FOR: pq� SPECIFICATIONS. LETTERS WHITE ; 1/4'-20 X 1' AppRpyEp HEX BOLT, NUT, WASHER, L LANNING REVIEW _ L 3. STRUCTURAL STEEL SHALL BE A.S.T.M.-A36. LOCK WASHER <4/TRANSFORMER) 4, WELDING SHALL CONFORM TO A.W.S. SPECIFICATIONS. i i FOR MOUNTING TRANSFORMERS TO ___ ____ __ ►2-tFi-�oALL GROOVE WELDS SHALL BE FULL PENETRATI❑N UNLESS 1!8' x 1' x 1' �SHOWN OTHERWISE. ALUM. PL.. VASHER5. ALL FABRICATION AND ELECTRICAL DETAILS MUST MEET -.090 ALUM, BACKING OMTR CT OOCUY [ N F U/L REQUIREMENTS. OT row �ONlTRCCiLON 6. ALL RIVETS AND FASTENERS TO BE STAINLESS STEEL, CONSTRUCTION' _ PAINT ALL EXPOSED METAL FASTENERS TO MATCH SUR- 1/4' 0 DRAIN-� �� o o w o T u T c r o R CONSTR. ' ROUNDING SIGN COMPONENTS. HOLES AS REQ'D.\ 7, ANY STRUCTURAL_ STEEL FRAMING TO RECEIVE ONE PRIME ' —�T-"-- L tRt[tt RAT[t • IRI11All COAT ❑F" SHERWIN WILLIAMS ZINC CLAD '5' PRIMER AND - 1/4' A ONE FINISH COAT OF POLYURETHANE PAINT. 010 x 112' SMS - �\ I DRAIN HOLES - 8. ALL METAL PAINT TO BE POLYURETHANE. PAN HEADr -_-___� (4) 6. 9. ALL SEAMS TO BE CAULKED WEATHERTIGHT. SLOTTED L 10. ALL FERROUS TO NON-FERROUS SURFACES TO BE SEPARATED 1 �3 (1) 6000 V L (1) 7500 V BY TAPE (3M 0355 POLYESTER CLEAR OR EQUAL) OR ONE 60 MA NPF TRANSFORMER � CHEVRON BUILDING ciIGV PRIME COAT OF FAINT, � � I �` Vr \` U/L LISTED DISCONNECT J �. Chevron USA. Inc. ILLUMINATED - INDIVIDUALLY MOUNTED SNITCH AND BOX wl N O�ffmm Sat Fmm _ STAINLESS STEEL 11747 S.W. PACIFIC HWY POP RIVET 3/8' HEX BOL-T, NUT, --� I REV 15 10 N S TIGAR[�, OREGON WASHER L LOCKWASHEf� (ACTUAL CONNECTION TO BE DETERM!NDED BASED � SCALEI AS NOTED DATEt ON FIELD CONDITIONS) SECTION \ DR. C.D.H. CK yW APP 1 SCALEI 112' - V J 04 H� SS# 8208 �---- JOB# 8655 N ,r„ (�►'� ilt�ttt ililil� �t� �tjt. �It Ilt 111 III tlt 11t tll IIt tlt t�1 ilt Ilt t t ! � t t l Ilt tlt t I I I t t t I t t i t t t tls � i i t � l � i � ! � � � ( � � � � ! 1 � � � � I ! �. � I S I � ( I � I I I I I � I � I � ( � I I I I I I � 1 (�II�tItIiI�ItI�I�ItI�1�I111�tItIt�1��L � � • NOTE: I F TH IS M ICROF I LMED — ( 2 3 4 5 8 7 8 9 Ito I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL_ ---- ---- DRAW ING. pE 6Z ez LZ 92 SZ *z Ez Zz iz 0I2 61 R1 L1 91 st bt EI zt I1 01 6 9 L 9 S b IE-- z tI�•l�^ A - �" ' ,rttlllu�nn�uulnnluiilnulr'tulnnlnullltt�tttt�tntliud��:rl�mlu�,haiitniilftnitttttull)itulutlltt�tltnt;tlntuullu1�I11t111��t11t11uL�tltlltttllluituu�ulllltit�ItIIItIII�uIIItBI�I�ulnulunlmtltullttuhlulHWlill�IluIII;IWll�111l�Illtltlllltllllul „ FEBRUARY 28 1992 _ O T I .;n 2" E Ntruded A/ m. .� ---- �.«..- - -- --_,�`„ 1 " I " -�-•- - --- ---- -- M I 1 .j/ 1 9j'16" J. filter See Flier 0eta�,'" 8"! � i ,_ , Remove top section I I � i _ ------ -- -- - -_-_ 1 • 1/16„ cl filer for service ,-- ? I I 4 �'?” extruded Alum. I ; I r fitter -- Pair,t Cnevron 7/16 d a. hole for ---.� ! i� '�tJ'P !; ( I ; �;o-I 74J- S Cff- w,7"te r J •8 do. mount ng bolt &yp. 4 ;oces ,• I Ku/ko socket 582- _ _ - - I _._- j_._� - top sect,on of ;;,er) '8x � x .3 .3./4 /� G t' Alum. sp/,ce plate I - (�%P ) ( - r-- --- -- - ---- - - to to se t.'on of fil;'er - -- - �cj`1 cb I r- �-� �, 1/8 Acrystee, face - I 'n le I I 8/ack 8k'-- 10-SLG '~ 94 moch. ' I I I , � J I ' Starter strip (ty p.) i I `\ screw w/// ria-nut N 11 - .----- F2 4T'?or Arum. weld nut � I ; '�' - � ! � , i •+I /iuorescen' ;amp (tyo. 4 p/cces) I I .�-lamp buy/lost I I I ? 1 U X 2 A•lc,'m. �'' rrrrrrYrrl.__y-_ �_� _ � I •. 2 i III O/ue .7L —✓i�(J-'J / , - `-._ - C , ♦ ? back-up bar __.__ , , v Illy close r�P/eI r � lock do be,7d nut req "d 1 x 2 Alum. - I racewc cover t � ' I I t� (� e;e,, .r,�o, out" White WN-8,35-S y (! i 1 N.e,d to fi/e`er Al �.- �.- 1 X 4 A,u.?7. �'iirrrrrr��rf' -- - _ _-- _ ..._. _ _. _ _ _. 1E' . . I I' (A�tL'oi attaCrm,e,nt S,'1t?'i ba/last bvx w/cover i Tr ,\ be dv ,;,:ed cased .Pon ►�° ^\ �� Red RE-,360-5 (rt'�e/d to vert. r w ays) ��` � - � � � I fie/a core:�tr or,s) .�� v / co L. KUlka socket -� . , -�� ' f_ �_____ ,� '8 x 2 �:,. - - - ,� E;ectr•c o. , c . T rye 58.3-G (typ.) �,� beck--t,? ou— ( ✓tiC, .� iO flirer) _ 20, de- (3) F 2 4 T 12 DLA HO ;o - rps y' ! ��'"`� 2 1/8" R. 20 deg 060 Alum,. bock tyP 9 (Rivet to beck-up bars . 060 Aic.:�, bock _ � w/'6-,3;' 1 ti" n'✓ets) r No;�dy box w,/9e.l - ------ - -- — - _TT , :Isconnect •� dia. weep holes 8 --- 1 9/16„ ('cs required ) 1 '�' 1 '—b 7/ " FRONT E-L EVA TION SEC TION 1 - FACE DETAIL END l//EW SCALE , , - SC.; ' SCALE 4;„ _ ' '-✓„ 4 No , • ,'r.,ny .. err. feS. y- sho/l conform to A. W S. spt'c�ficet.%ons. 5 Design wind pressure 47 PSF. Pal /00. e welds shall oe ull y f pe,,7etration ur ess l � - .. 5. All ferrous to non--ferrous sbr, oces to be Seoerated by tape (,3M ,x.3,55 Po% ester clear or equo/), p � � or r;r"e I 2. A, fabr;'cct.-o. u' d �ectr;ca/ dt;.:, s must meet coat of point. L'.L. requ:ier,7ents end have U 4. label, t +. !� 7. Cabinet tolercnce p/us or menus 1/8"'. L� b ' � , \ '�--.fide--S1 All smeet meta/ scre vs and pop r�•vets to be = l t tea,^slucent FIL L ER DE-7A IL stclr,ess steel. Faln ' - I � �#� � � � � �• � t all e,�posed metol , asteners 8. Ext/us;on o/um/num to be dc,��.� - I - ., t' ,.amp �-- -- = yp. to /notch sur/ourc,rny s/y'n co,"nponentS. F,l,'er s,hcll be T-- 1 temper, shall be T-5. 4. inter, be c,eorred of all oil, j L,�'r'P � - �'. -- � �•--8_r.` 5 ✓�h, ' •or v f s;yr ox snc,� ' d:' t etc. and recel've one coat of w,7,,te paint. I 1 !,re r aCt� �v�OfeS.� � 3--LAMP WIRING DIAGRAM SECT ION 2 1. fict' Pe . 125 rysteel. Decorate N U _. tG'�G' by :; 'M. SCrt't'n,.'.J On 2,,-:,:J sG'rf,;�G', ;Jer s spt', UtIUI) A10--20 '0. L.,lo.S., C.�.e.rron R'ocK (7r, - ,'0 -Srr� Ch C- 25 PLACARD MOUNT Cnt,. ron d/ue ; ra`—.3 Sign Management Consultants Chevron USA Inc. _ - _-- �he �ro^ ked (RL -.36.� -S) aaaa Wand Servicers, sae ,,,,,, ,�« SI0,N -- FACE and CABINET _ One Aie.Lak �rY Place, 2� .ortur lfa.,e Xwd. Suits 606 -- — 0 E;ectr�cr�l lnformot/��/� .:'ht�� '.?r� rvhltt' (WN-t�'.35--5) �.o.rYrriler, TrrYneNSN »zt. t-'ABRICATION DETAILS 2, Tom, tolerance ' J l v ` f Cnt vron & cc• P e or r�lrus R E�v'I SI ON S TIGARD, OREGON o - -- , -- �y c'ror'ce plus or n ,.-.,s lj'8" s�:a` NOTEf1 DATE: i2 la- 1+o � o ` s., 1 ,3--Comp f�oi,us t _ o 1. 1,5 or;ps ; Face s"all he demo/vied using an 47 PSF DESIGN ' -� G G _�:', �i,W.c AF 5,,�,ac, c � �,�c ,.,t5. (1) 15 omp�'J��c7 volt c%ecu '' e,opro�t'd Chevron photostat. 1 SSS 8208 - a� � ---- --- - _ - JOB 8655 _N � s ( r 1 _ - _ . -. _`... .a . . y"•�•>YIAAT .. ,.w «pqw+:..+ n.....,,w... .' ... .. _ - +,.- 1. _.. - • «.- - - •.r -. •„"'. y, .'°_. w.w..o+....vw.».+w.w•,rrww+^..,,,._........T,...... - xrta ib,."ctarMlRvq , Iql I�I I'� II! I III r III I I III t ( III I III I I I�I . III, I � I l � l I►IIIIIIIIIIIIIIII�IIIIIIIIrIrIrlr�rllllllllllllllllrlllll�'Illlrl►Irirlrlr � - l� NOTE: IF THIS MICROFILMED �� I 2 3 4 6 7 8 9 10 I I IZ .__5_ , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAW I NG. OE 62 92 tz 92 G2 Ie2 EZ ZZ 12 02 61 81 LI 91 SI bl EI 21 II til 6 9 L 9 S � b E Z I*SOL Y�IIInIIIuIIIuIIlnrlluulrurllUllull�Inllunlnulrndrn�heN�uul,tnlre IIlrlrlllulfnlln�l�IIIIInnlflnllnlllllillnlllulll11111ulllnlluliliullnllllllllllu�ul>JInI�IIIIIIIu�IIIIIIuI�1111�unIIUllnnlnullllilllullllli!}IUfiu�ulllilu�Illlll�llullul�llltlhn FEBRUARY 28 19! 92 1 I Vol" 8 /'i4 8'- 3 - / l3 /l - i 8 _j 14 � 8otfUm of Canopy 1 I T SG • lOD c /cor I / ct�rq ano fC Sing/e - faced cant/ /e ver �cr,ed S i j b n,� ,s ( yp ca. ) to �'na tC h I /e "Cr-_5 o�DcL due � l0 x /O canopy . - c I I . 010 AlvI-r-) C/psu�� `i/� support Co/umil 61,je eL -370-5 I e i cam .�evca / I !� u 6do Of' c v/urn r^ (he ✓r-on - tra n,- JuC. C n t i I SV -/OCA C/COr 5/n9/c - o'accd cr,d _ sc enCd 7"--) MotCh box - (t yp/'Co-l) heVtof! / . �*c (J A?E - 3�60 - 3allC - - WH- 8:35•S r1/hi� 2 h e v rOn Ir-Ci n i l uL c n t -�----- - - N S if Q :1 C L7 U �..�d1li�ir LJ e'r th.rrr+� C7U I� L 'L R,. -- G Y-2/O Gr-e Y �r 8lve tr-ansluccn t band I ooa qve gr-a.phiCs �q- - ,I - - - - - �q� 3 I 4 :�' �- - - ��,�/h i tt� 1/'Cl /1 S�:/C G/� � I I 2S ' r•c�ph�c w/ 9raph�G6 I I I 4 �C/2 ¢ ni'/� �'c& LC '-j r Jrir�� "J / 4 I - - I I C � t� r- bc,x L C c4 / I 3"l�2 /r C,ri , r� I�X' I I r � Mp o t ccL / I I I I I I r 1 IJ L_ C� L J L � I (t'yo ) I o lumn c /a ddi n g I I MH_8 3 5-S h/h ifc I �hcd t I I I G r-CA. dlt� ' ' I (0-0 CSC (,, or FRONT ELEVATION EN EW LEVEL ONE SPANNER SCALE: 1/2'-1'-0' — 1012 r INSTALLATION NOTES -� - ELECTRICAL INFORMATION (PER ISLAND) . /25 �4/urn Co/(,XY�n- 1 . DETERMINE EXACT POSITION FOR STRUCTURAL. FRAMING SPANNER S . F. CANTILEVER BOX ( a-RE ' D ) ' c /addrr-,g - l✓h/ tc � AND WELD MOUNTING CHANNEL TO COLUMNS AS DETAILED . - --- --- --�=- 2 . AFTER CHANNEL IS IN PLACE, INSTALL FLAT SECTIONS LAMPS F96DL/HO LAMPS WN -835 5 OF COLUMN CLADDING TO COLUMN BY DRILLING COLUMN BALLASTS : I I ) 4-LAMP BALLAST AND INSTALLING 1 / 4 " THREAD CUTTING SCREWS AS AMPS : 3 . 85 AMPS d AV01108 ISSN = F1� DA APPRo Popr7 V e t � /(9 ,0 CSC -� --' DETAILED . INSTALL CLADDING AS CLOSE AS POSSIBLE RH CHEVRON (typlCa./) c-V TO- GRADE . SPANNER S . F. END BOX ( 2-REQ, D. ) �7 3 . RAISE SUPPORT FRAMING INTO POSITION AND ATTACH LAMPS : ( 3) F36 � ( 1 ) F30 T12 DL/HO LAMPS PERMIT TO SUPPORT CHANNELS AND SHIM IF PEQUIRED . BALLASTS : ( 1 ) 4-LAMP BALLAST �I� ---- AMPS : 2 . 0 AMPS l - l4 t/7C7� C uta/ng 4 . ATTACH S IGNBOXES AS DETAILED AND MARE ELECTRICAL C 0 N T R ACT D O C U M E N T NOT FOR 40MITRUCTION .SCrt'W each C.L/'=�/(Q O HOOK-UPS TO DISCONNECT SWITCHES . SPANNER S . F. CENTER BOX_(_2-REQ' D• ) CONSTRUCTION �,� '?" L/C � - � N 5 . INSTALL DOWN LIGHTING AS DETAILED AND MARE ELEC- LAMPS : ( 8) F84T12 DL/HO LAMPS 10 NOT USE FOR CONSTR . TRICAL HOOK-UP . INSTALL BAFFLE AROUND PUMP DIS- BALI..ASTS : ( 2) 4-LAMP BALLASTS ItILM BATED • INITIALLED FC) I DENSER WHEN PUMPS EXTEND INTO SPANNER AREA . AMPS : 7 . 70 AMPS Alum L. L X2X X 6 . TEST ALL ELECTRICAL CIRCUITS TO INSURE PROPER 3�t'o - SPANNER DOWN LIGHTING CANTILEVER SECTION 27� C� kc /CICd (V OPERATION . (2_ READ. ) -------__ — — tO C.Olurn/i C/1 ddin 7 . ATTACH CONTINUOUS ANGLES BEHIND CANTILEVER AND CENTER BOXES AS SHOWN TO SUPPORT EGGCRATE . LAMPS : 121 F9fiT12 DL/NO LAMPS �y�ca-/ 9 INSTALL EFFCRATE . BALLASTS : ( 1 ) 2-LAMP BALLAST 81t3N c]ww u LEVEL ONE SPANNER AMPS : 2 . 3 AMPS MANA[3CMENT c A / 8 . ATTACH "CHANNEL" SHAPED CLADDING CLOSURES , FRONT t:ONISUL"TANTS INC. Chow LISA. , ILLUMINATED /0 x /0 C.olurr-,n -� Z AND BACK, TO SECTIONS ALREADY ATTACHED TO COLUI .1 . SPANNER DOWII _LIGHTING CENTER SECTION 107M� cCtnC.a. wu2ON— Marketing OperaWne Seattle -- -- ---- -- -- INSTALL CLADDING AS CLOSE AS POSSI BLE TO GRADE. ( 1 ) RE ' p- "mo"'Ikk T" 372iA 11 747 S.W. PACIFIC HWY. tyP 9 . INSTALL CLADDING TOP CLOSURES . ALIGN WITH TOP LAMPS : ( 4) F84T12 DL/HO LAMPS TIGARD OREGON OF SIGNBOXES AND INSTALL (2) POP RIVETS AT FACE BALLASTS : ( 1 ) 4-LAMP BALLAST REVISIONS 1 OF CLADDING AND AT COLUMN. AMPS: 7 . 85 AMPS $CHIEeAS NOTED OR1E, o A��o� 10. CLEAN ENTIRE SPANNER AND REMOVE ALL CONSTRUCTION TOTAL AMPS PER ISLAND: 43 . 25 AMPS I- `- OR. C.D.H. CM• • �'I')•F APP. h J k 6�•� DEBRIS FROM SITE. CIRCUITS : ( 3) 20 AMP/ 120 VOLT (A -(D—SCALE: 1120-f-061: . TOUCH-UP ANY DAMAGE TO PAINTED AREAS OF SIGNS AND SS# 8208 COLUMN COVERS . - N JOB# 8655 ago �•3 ` ` _. ....,.--......_ �w ' - — .-..-- -.Y.._• .ri.... — ,. i .,-"mow+, Gi .."•p „' t- +.., - _ '-" .1_- ...«, ".—.�_ xu:.4.�.�. ..ortww,...,.. e�►W-_• .� .. - .`axnTA+.•r.ni++y'nnc+*+.rnrnv,.. ..-..n..,,.,. _-..... •�1 . �I'It�t)tl�ttllltltlt�'1'I�I��tIIIIIIIII�IIII�IItIIftIII�IIiI��(IIiI Illllllt�IIIII)Ill(IIII ,IIIIIIIIIIIIII)rIl)III)IIIIIII)IIlIIIIIIItItIIIIIIItIIlIl111ItIIII111IfIt ItII�IIIItIIItllltllltll --- -_...,___ J � � � NOTE IF THIS MICROFILMED I 2 -- -- 3 - 4 5 6 7 9 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL 24 )( ` DRAWING. �£ 62 92 LZ 92 SZ bZ £Z OZ 61 81 !_I 91 if bl £I ZI II pl 6 0 L 9 S b £ Z - �►II�Ilnlnll�uulnn�mtlntt�tut�ntt�llult111ItINlttultn�IrTrTI�tMtEefsleewll�nu�tlttlultlll(IIIHIIiNIIIt�t�IItIII1It11111I1111IIIIIIli1�lIIIIIIIIItII111II111IIIIlII111I1111IIIIIIIIIIIIIIIIIIIIIIUI�IIU�UIt�unitullttnittull111IIWllillllill�I;I1lilU�lllllllllllllNl�lllllllll ,FEBRUARY 28 19 92 1 5/.9n 1 v►c e - ty/o. x. . 2 '- 3 --- - 5 4 5. F �an+�l!�v�i- ��} S. F co►n t� lc. er- 1(� box \ /�'a h� x - �. 16t- 6C-)K - t y les 4c t-u 4 \ - - —IN 2- /cvr- ,p kxo►/kas-� h U T i Jo �L J I I I I I I (2) F 9C r/2 OL H0 /2 c • � �Panncr f�,r,•,�„� - I 1I— r -f I I I !x 2 A/w„ r�r�c,y 3po>n r-0--r Co n t /C Ver- N I — -- -- -- Co+nc��Y � I S u/op0r-7' CO ILII�n for rTcaun't/nc3 \ I Run /2"o f%,cr►-- f-Ic�, h t oon c lv t 4>e - clef-) oo �u/kc� 7�0�bS ftrX J�•� hex nu f- luck wogs her' 4 - — Ce�nf-c-r S inner' - - -- --- — --- --- �3V 2 ^� -� r' C or'wnCCtrUn> f7-��minq Alum L- l x /x a ror�'>� I I -i4/aril. .tiff/c bo rrr e r _1 I orJur-)d. des se Ic 1'2 9 ca CTtN. EC t I SEU ON 2 LF /a C% - tp bo rt3 molded - -- C x 2 K 2 h tr /11C,2 in3!o� 5c le I'2 . 1 -' Oc.r�te' ��+ S/cyr pf k Q -- - I SECTION 3 2 U— / - 5 - S 2 /0 Cer-►tC-r- spN n n e r- S. F 3 9 5 /r9ht box - typ. AlurT, rt�..ecx/ Closure f'v S�9nf�ce r- ��'�cr') +y p �--s/oa►nner �rvsr��in9 - fy/o. �lU flo,t- hd S.s. sem -•toyo�r^9 I M I--- -- -- - - - �� -_ -_ -- SCr-ew @ /6' c/C (Re�Tc�ve f-o I I (/) 4 - lam/ bo►/ la�f h�nc�c sr�n�cce) hyo. � I I T1 N o� SEC O _ 2 5"-- 4 - � � I ORAVANOS ISSUED FOR: DATE APPRO _ _ RHL CHEVRON— Ex-t- ca/ut-T r�ce�►-.icy PERMIT 12-Ib `�0 5►�F (A -cac h f-o Cr-O,'53 bo►r-5 BID -__— - - -- ---- ` I or7 3pc�nnc'r- fr-c)rn1r) �'f-y� CONTRACT DOCUMENT NOT FOR CONSTRUCTION t'--- (2 )F64 Tl-2 OL/HL) /lm�3 CONSTRUCTION UI Nor USE ► OR CONSTR beyond l uRLrss DATED a IRIr14L+Eo Ku/Ka tOr�I f�S fo n �c�cket`� `)_�0 -/ e 7Q /um Z- -lx l x lb cont. , 530 -2 � � �• 2 x 2 k 2 r,�vl„ tc cu/-,� te ) f--)p r-1 yet �v SIGN ch"m LEVEL ONE SPANNER U.cryhc csycrato `ryn ba.ak l8'�% - typ MANAGEMENT Cont CONSULTANTS,INC. � Chevron USA. � (ILLUMINATED) �larT-,p t>eyond - typ. 1oo wdhL �`'�' Su" wo trlericethg Operetione Seattle 747 S.W. PACIFIC HWY. w�1.�+a t� anT. REVISIONS TIGARD OREGON 4 --- ---------------- -- _—, S C R l E+ A N 0 TE C) SWECTION - 12% OATS+ � z �n 0 2 _ 4 7 PSF DESIGN - ------ - . Scop I e - f Z = 1- O '� - ------ _ 0 R. C.D.F . C M. �� F APP J K• N 0 SS# 82.08 PERMIT N0 . BL;F90035C 2p nF32 .n -- 6 � J08# 865 lv - _.,._—_ .,. , —�...»I •'^'----+X91••' '��.i,....,s—....,-,.......;.....,..r,...,,..t.,,.,•..'^+ ,.H,...,,.,.. .M W�e�imy.. ,a,..n,�,.,.r„� ' ` , ��.. 1 ., � ' .-„v,�•,. ...�. �. - .- ..ITT- 2 -_.2 3 4 5 6 7 B NOTE: IF THIS MICROFILMED 9 —_ IQ — 1I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO i THF QUALITY OF THE ORIGINAL DRAWING. OE 62 II II OI6 9 L �r 0iYL92 L2 92 S2 102 EZ ZZ IZ OZ 61 8I LI t �►!IIIInl+Uilunln�ilunlnnl+rullnll,U1�111tI11t1lnaln++I+u+l+u+I+u+I++ulini�ruLlHIIIIIu�INIIItiI�tl�lllUlll!I IcllllllllllllllllllllUlllUillllllrllllllll�illlIIII1�IIIlIll11lllillllllliullllullllllnnlulllnnlnnlllllliWuiwltllllllallllllli�Jl�IIIlIn11111ilIlWlul FEBRUARY 28 1992 __GENERAL_ NOTES 1. CONSTRUCTION MATERIALS, ASSEMBLIES AND PROCEDURES ARE TO FOLLOW LOCALLY , ._ ,jPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES. WHEN A CONFLICT OCCURS BETWEEN SUCH LOCAL CODE AND INFORMATION SHOWN ON TILE PLANS, CONSUL.1' COMPANY REPRESENTATIVE FOR RESOLUTION `��` 21 PRIOR TO COMMENCING WORK. r \ 2t i- 3 10 Z DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE: CONTACT ARCHITECT IF A DISCREPANCY OCCURS. - -- - ---^ -- - J TER KEY FOk ALL LOCKS. PROVIDE THREE KEYS FOR EACH LOCK- 3. CONTRACTOR TO PROVIDE A MAS 4. FIRE EXTINGUISHERS ARE REQUIRED TO BE INSTALLED AS PER NEPA No. 10, (2A10BC). �` (N) (N) (N) — — — 1 / 5. CONTRACTOR TO FURNISH WARRANTIES, OPERATIONAL MANUALS, ETC. FOR ALL EQUIPMENT. - 6. THIS PLAN MAY NOT NECESSARILY CALL OUT EVERY ITEM TO BE REMOVED, REPLACED, OR RELOCATED. 1 1 f \ -(4) ITEMS KHAT INTERFERE WITH NEW WORK SHALL BE REMOVED OR RELOCATED. �--- IF °D // v FLOOR- PLAN AND ELEVAT`ION NOTES 4 _ . - 1� EXISTING BRICK VENEER TO REMAIN. 1 _ - 2 REPLACE EXISTING WINDOW WITH NEW INSULATED BLUE-GREEN T °f 2� REPLACE EXISTING GLASS WITH 3" INSUL. SOLEX GLAZING. SEE WINDOW SCHEDULE FOR SIZE. MET. INFILL PANELS, COLOR TO MATCH EXIST. SIDING. \ � � 1 INTERIOR ELEVA-nON_ � �21 NEW SUSPENDED ACOUSTICAL TILE/T-BAK CEILING. \ ;' IN TERIOR ELEVATION �JJ NEV, ;WINDOW MULLION. _ - HEIGHT TO MATCH NEW HEADER-SEE ROOM FINISH NOTE #1 _ SCALE: 1 ;'4" 1 ' ()" 1 ' - 0" 4O CASHIER COUNTER. SEE SHEET A-4. � �" C`/ NEW HINGED DOOR T2 J RAISE EXIST. BRICK VENEER TO BOTTOM OF NEW SILL.. . � 43 NEW 3" WALL TO MATCH EXIST. CONSTRUCTION SIDE ELEVA"9iON 29 DISPENSER & TANK MONITORING EQUIPMENT, COMPUTER LINE CONDITIONER (Q� - �_�� & LIGHTING PUMP CONTACTOR BOX. SEE SHEET E--1 14 E .•,STING SERVICE SINK & PIT TO REMAIIJ SCALE: 1 /4.,-1 ,--0„ - 70 25 EXISTING WALL TO BE REMOVED _ 18 CASHIER CONSOLE - - - I- I 26 400 AMP MAIN SWITCHBOARD. SEE SHEET E -1 - O FLUSH OUT FASCIA WITH 1�1l=TAL PANELS, COLOR TO � -- MATCH EXIST. EYEBROW AT FRONT & REAR FASCIAS. I(I -- -_ 27 REMOVE EXIST. WALL. CONTRACTOR TO VERIFY -�- c9) NEW WINDOW HEADER. E OF 1 PRESENCE STRUCTURAL FRAMING BEARING ON 27 -� - %/ WALL & IF FOUND, CONTACT ARCHITE=CTS OFFICE 10 EX,STING ONE-WAY GLASS TO REMAIN. ------ - � II „� I off FOR DIRE=CTION. CONTRACTOR TO PATCH FLOOR AS REQ'D 11 EXISTING SLIDIiJG DOOR TO BE REPLACED W/NEW HINGED DOOR. 28 COVER EXISTING BRICK WITH GWB __�_ _ _ of 12 REMOVE EXIST. SLIDING GLASS DOOR, ALUM. FRAMING & GLAZING AT EXIST. 29 EXTEND EXISTING WALL TO UNDERSIDE OF a - --------- -(N) (N) � �/, y li REFRESHMENT AREA. REPLACE W/ NEW WALL CONSTR. SEE SECTION 4/A-3 NEW CEILING AS REQ'D 13 ELECTRICAL PANELS. SEE SHEET E-1. � (N) - 'G Nt e i V AL L, A,�, G{,O� 'rG (;.,KI h t r 1'E' Ah' I (N) ;N) (E) 14 EXISTING HINGED DOOR TO BE REPLACED W/NEW HINGED DOOR. Poi'`'I�"'f✓ �"t7°IJ1 IN�f&�F�f21I`Ifi ►� vPE RnTioN iF � - / INTERIOR ELEVATION I - 3 15 POINT EIGHT CASHIER CONTROL STATION. rn (N) (N) ___ SCALE: 1 4"=1'-0" 16 E=XISTING DOOR TO REMAIN. � 6 a I /17 EXISTING CHAIN LINK ENCLOSURE 1�0 REMAIN. 18 EXISTING SOFFIT TO BE REMOVED 1111A mk I LL I 19 EXISTING SHELVES & CABINETS TO BE REMOVED. -__ _x_ X HARDWARE. SCHEDULE ROOMu -=--- __- _ (�)FRIONT ELE�V)�TION � GROUP 1: CLOSURE: INTERNATIONAL 40 SERIES H.D. CLOSER, SURFACE MOUNT. - I. SUSPENDED ACOUSTICAL TILE CEILING TO BE USG ACOUSTICAL PRODUCTS CO. GYPSUM 17 HINGES: U.S. ALUM (JACKSON) OP400, OFFSET PIVOTS TOP AND BOTTOM. CEILING PANEL ITEM �►3?70. T-BAR GRID SMALL BE WHITE IN COLOR SO AS TO MATCH SCALE: 1 /4"=1 '-0" DEADLOCK:MS 1850 A DEADLATCH MS-4710. THE CEILING TILE AS CLOSE AS POSSIBLE. ,, EXISTING COVERED ADAMS--RIFE 7800 SERIES, ELECTRICAL STORAGE ENCLOSURE X DOOR STRIKE;4710 SERIES LA1CH LOCK; I 6 4568 SERIES LEVER HANDLE (313 FINISH); 2• ALL WALLS TO I'AVE 4' BLACK RUBBER BASE. PAN"I WALLS AS SPECIFIED BY COMPANY + REPRESENTATIVE t � Ott 1850 SERIES DEADLOCK W/2 CYUKDERS (SCHLAGE; _ � SPECIAL HARDWARE. U.S. ALUM PULL HANDLE AND PUSH BAR. ��ti�(Op 10 :i. ALL NEW AND EXISTNG BUILDING WALLS (METAL AND MASONRY), TRIM, FASCIA, DOORSAND DOWNSPOUTS TO BE REPAIRED AND REPAINTED AS NECESSARY; COLOR TO MATCH - ��------"�� :-molof __ _ _-_�_ -- EXISIING. CHEVRON ENGINEER TO APPR)VE PAINT SAMPLE PRIOR TO APPLICATION. A►�I� -__.__- _._ r ROOK-F-I-NISH + hl1Nt�►ul I �lG�ft 1 ',II�� `13 WALL COSTING KEY 2� I C' E-- --- -- -- --�� GC —L UTILITY c�vc o, �� Q/f Ld �,� 3 Z Z = `� EXISTING MET"S ROOM U� - — - - _J ,J L� _4 MU1,4,wt4 Of+fip---- I / --(8, G' C WA - - -- RESTROOM2 /7 // 7` �. Lu Ito -j i U U Z O - WINOWN1 411 1�1r,�,r�INa o f z °° ' L- 1 i 2 3 �- --- _ ti� ---� " " SEE NOTE 3. FLOOR FINISH ® EXISTING VENDING MACHINE AREA TO MATCH FLOOR - --— _- SALES AREA 4"R ER PGE� ER ER ER AT 9 --6 I FINISH AT FXISTIN�� SALES AREA,. ��YV �>>15hL -' d OFFICE ER ! ER ! ER ER ER ER AT 9'-6 SEE NOTE 3. es-W-ic Jwww- EXISTING WOMEN'S - - -- - - - ---------- � M�f� r�l�''f. RESTROOM 23 ---- REST ROOM ER ER ER ER ER E.R ER ER SEE NOTE 3. EXISTING 5 �s - OFFICE 16 ------ - -- �t�R 11.lii - L�M'( W7 A404PON "* M.La�ON ----- --- - --- - - �, r W Nllah. , APPV w+9 4 f OP` L - �1 �,Ic1��1 GI+�.Jtao*� OR- SCHEDULE �h`� L µh �,�'dti flh1�1• ?� -� - _r _ _--T-----__ _ (iy�o I EXISTING EXISTING VENDING ' I SALES 4 3 w z w 6 MACHI i �) 0 0 I 0 ___.-. NE AREA z o >_ I•i�{ /.A►-1G. ,2 AREA 1 U 0 S LsJ r 22 11 U I I X Y I v1 1� if J1�J �� .� 0 a. 0 InllcTsp (�r III C) L 2 � - --�ABOVE CJ 0 R v 1 V' � iL KY �.rc,l'!►'fl►,E G� Ik 1.'f�•¢1`�'r� • ` 14 0 Z N W _ Vj Z W x F d GOPIL• �r,161 - - --- a - _ Q 14110 o a i o �c I .WC �; cn F11 v v + c� a .- _ -- _ - - -- --- ABOVE F - UNITED STATES 3'_0"x 1'-0" AL - CA T - AL AL 1 1 250 NARROW STYLE, 10" HIGH BOTTOM RAIL SEC_n0N ALUMINUM CORP. _ - - (A)WALL�.L_ FLOOR5 ALUMINUM TCORP. " � " ' - - PLAN- SCHEDULE 2 -6 x 6 8 AL - CA T - AL 1 1 250 NARROW 5tYLE, 10" HIGH BOTTOM RAIL SCALE: 1 4"=1 '-0" ;ALE: 1 ; 4„_� ,-��„_ LEGEND 1NALLSCHEDULE �-- - LEGEND, - _ -WIN DOW' ,�� , ��: DAA A��O� , _RHS �rlrwi SALES AREA FLOOR PLAN AT = ACOUSTIC TILE RI = RIGID INSULATION P ,yNi�lG-RE`ali_ VVC �� USA.AI_ = ALUMINUM C__��-___1 FASTING WALL TO REMAIN N F'� P - - -- � SC SEALED CONCRETE PERMIT 11/21/90 S.W.F. I - CT r CERAMIC 1"LLE ! _, a; Z -..------_-- _..__-. .-_.. - ,lerkatkl� 3peratbna Seattle BA = CLEAR ANODIZED T - TEMPERED " V �, (L' 'SID 11747 S.W. PACIFIC HWY. R = BLACK RUBBER BASE NEW 4 STUD WALL �=, -�_;. _ - _�-_� _____.-_�_____.-_ _.___-_- CONTRACT o a c u w E N T 12/14/9 S.W.F. -.----__-------- DG = DOUBLE INSULATED BLUE-GREEN SOLcX 1 5'-3"---x 8-6 At- CA DG SIZE TO BE VERIFIED NOT FOR C O N S T R U C TION Rf , TIGAr2D, OREGON ER = EXISTING TO REMAIN S - 511wLE PANE GLASS, CLEAR _ - _ --._._---- - 11-i�A1-- ��IMONS5'- 3” x 5'-6" AI_ CA DG SAFETY GLAoS. SIZE TC BE VERIFIED CONSTRUCTION I�,y�.� I' ItT ►fie �,, -- - SCALE: 1 /4 =1 '-0" DATE; 11 �° 1 6 GM = GALVANiZED METAL FXiST1PJG WALL TO BE. - L� go Ifty C IIS•/'tl gwl� 90 1 UO NOT USE FOR CONSTR . — _— °- MGD = METAL & GLASS DOORS � AL CA DG SAFETY GLASS. SIZE TO BE VERIFIED REMOVED [- 3�o x 2-e UNLESS 0011) • INITIALLED 1 DK. C.D.!i. CH.S.W.F. APP. - � P PAINTED -- ---- -- -- -- --- -- __. (� _J_____ _ p,� - _._ _ -- - `- PER = PAINTED EXISTING WALL TO REMAIN �L 4_1" x 5'-6` ASL CA OG SIZE TO BE VERIFIED �GG��__ DRAWING - _ � . PGB = PAINTED GYPSUM BOARD NO TE:XTURh`_ r 1r pM n , ---. - - - SS# 820 1 I T N E UP 9 0 0 3 5 0 4'-6` x T-6` AL CA S SAFETY GLASS, SIZE TO BE VERIFIED - -- ` � PTGB = PAINTED TEXTUFtED GYPSUM BOARD 29 r_r 32 - ------------ ---_ � 6 2'--0` x 15'-e" +�L CA CG I SAFETY GLASS, SIZE TO Bt: VERIFIED . . :u ,. 11N^wwtwa"!"r4�41 "I """"1 ►x+ouA4+yisay�r«r.1111m+ 911.0 �n�r I (11�I►111111 1111111 11111111 1 11111 1111111 11111111111111011116111'1 III 111 III 111 11 . 111 11+1 III 111 III III 111 111 111 111 III III III 111 I III I 1 I r I I I I I 1 I 1 I I III ' II S � . � I � .) � I � I � I J I I I � I ( III ' Illlll11111111 1 � • • NOTE: IF THIS MICROFILMED — 1 2 3 .�... 4 5 6 - 7 9 9- 10 I I .2 ".".". DRAWING IS LESS CLEAR THAN -- .. THIS NOFICF, IT IS DUE TO THE QUALITY OF THE ORIrINAL DRAWING. 0E 6Z 9? LZ 92 SZ 1Z EZ 22 12 0?, 61 81 L 1 91 11,1 fl E 1 21 11 01 6 9 L 9 S b E f�,,.a- ,N1111111111111111111111111111H11111111111�11111111111n1f1111hif>NIIIgpN�ltlllt1i111iI11111111i11�11u1'11►1111111",�IiIIl1i11I�1i111111111IlIlul111111111nII1uI1111lunlln11n1U1111�11111iluluub>1,111,UI1,1111I1111111111u11u11n11hu1114W11uIlu,luuW1111111111111nn1,1„Im FEBRUARY 2 $ 199 .2 I C1 CASHIER CONTROL STATIC,IJ010 �– ---- ■ I I ! ►'� / I 2 i -� —_ID F�ASs rNK�, Duoli ►r, 2 _ s ADJUSTABLE 2 ADJUSTABLE MELAMINE SHELF (GREY) CASHIER CONTROL DISPLAY SHELVES PASS TIARU DOOR r3�_, STATION. ADJUS,rAELE DISPLAY SHELVES ll 3 OPEN SHELF FOR ANTENNA EQUIPMENT ti � — ADJUSTABLE MELAMINE SHELF (GREY) ,`� -- - I1 I- ; +42' LAW" +35' +42 I ,. - – -- — -- —_-- ---- — —_.---__ RECESSED CASHIER 2 A-4 3 ELEVATIONZSECTION SCALE: 1/2-=1*- 2 ! ELEVATION/SECTION -- - COUNTER. CONTRACTOR �� - SCALE: 1/2 a1 0 1 ELEVATI ON SCALE•: 1/2'-1'-0' TO VERIFY SIZE. _ I /< / \�2'-6 2'-6' VERIFY I PASS THRU DOOR -� \\ \ L 42" � o► � � I j I T T - �----- C ASH CABINET PLAN SCALE: 1/20-l'-O!' a C-) r- 0 QI 11 ...1.■iso .�. NOTES C1RAWIN HED �: DATE APPROVED CASHIER CABINET at SMVICE - I-�.�►ST1C LAMINATE FlNSIH SCHEDULE ----RHL ._— �� - _ - ----- ___-- PLANNING_R._E IE'W CIl�rl'011 USS. kc. MANA�'� CAdN�IET PLANS � DETAILS_ PERMIT_ 1/21/90 - S.W.F. -— oOperations Seethe 1. PROVIDE HOLES 1NR000H COULTER TOPS W/METAL GROMMETS FOR EQUIPMENT CORDS, SYMBOL MANUFACTURER CATALOG NUMBER BID _ -- Marketing F - 4. A!_L HINGES TO HE INSTALLED INTO HARDBOARD. _ 11747 S.W. PACIFIC HWY 1 .� WHERE REQUIRI=D. LOCATE IN FIELD. —_R _— —_ _ ?. EXCEPT WHERE NOTED W/PLf.'T1C LAMINATE FINISH SYMBOLS, All BACK PANELS, BASES 5. ALL BACKSPLASHES ARE TO EXTEND FROM TOP ,� OF COUNTER TO BOTTOM OF WINDOW MULLION. L11 FORMICA STORM 912 MATTE FINISH CONTRACT D 0 C U N E N ! 2/14/9 S.W.F. _ - 'n$ AND SHELVES SHAD BE GREY MtLLA–MINE GRED MELLA–MINE COLOR SHALL MATCH NOT FOR CONSTRUCTION T IGARD, OREGON AS CLOSE AS O�°.I t. TO PLASTIC LAMINATE GREY COLOR, __ ___ __ _�_- -- _ REVISIONS CONSTRUCTION 1/+o/�11 S.wf _ 9044 d) r c 3. 5 DEEP SWING OUT UNIT W/ SOLID BACK PANEL GREY MELLA–MINE FRAM �� WILSON ART PLATINUM D315--8 � � I�tNM`� I� �F SCALE: NG1-tD OAS; 11 /21 /90 z INSTALL GREY PAINTED PEGBOARD ON THE BACK. PROVIDE FOR PROPER PEG —_ __ 00 NOT USE FOR CONSTR. ---- — -- 0) T a CLEARANCES. BA 0 SWING OUT AS A UNIT. -- UNLESS D A TED h I N I I I A L L E D D . I_.P.L. CH.S.W.F. APP. '!.J.K. Q i r 3 -- -+ 4' BLACK RUBBER BASE _ SS $2O9 PE:RMI . NO . BUP90035C � -- - - - ?n OF 32 Q �� -- — - -- - JOB# $655 A — 4 ft r1 z I � 111iIIIIII _ y �� 1 ( I I I �I I�I I �'1i.11 I I IIt1�l11t1111Ilftlll11111 Sltil llllilil ;li�f) III�II Ill�llt Ill�fl 111111 111�I11 1111111 111I111yt11�111 IItI11t ill�llE IIIIIII EIIIEIs ItE�EIt ' . . . i , . f i • NOTE: IF THIS MICROFILMED -�•-. 4 5 8 7 8 9 10 11 Ig DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 62 92 LZ $- SZ OZ EZ ZZ 12 02 61 91 L I 91 S I t'l E 1 21 11 01 6 9 L 9 S t1• E Z 1""ago fillI I I • ��1111IIIInn uulull nnlull nIIInIF UI11N11111111u�!TUEI.fa�mlms�ullnu IIIIIuH Iltl)IH111111�II�I�IIIIIIUI 1111111tIIIIIIIIIIlIll11 tlllltllllllll�lllllllll�lll!IIIIIIIIillllll�ll�lllUJ�111IIIIn! ull tulllllllllll�llll�lllllliU�Ullli111111l1�IIIIIIIIIIIIII�IW�!11 FEBRUARY 28 19 92 2 4 NOTES - - waft 1 LILCTRiCA1 INSTALLATION SHALL BE IN COMPLIANCE WITH MOST RECEN 1 EDITION Of NATIONAL ELECTMC.AE :,ODE AND All APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. ALL LLEC-HCAI_ MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITERS LABORATORIES, INC., SHALL ME[] THEIR REQUIREMENTS, AND SHALL BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABURiED AND LABEL SERVICE IS REGULARLY FURNISHED BY THAT AGENCY. i J CONTRACTOR SHALT INSTALL_, GROUND, SIZE, AND POWER ELECTRICAL SYSTEM PER CODE AND MUST COMPLY TO N.L.C. ARTICLES 500, 501, 510, 514, ETC. / X X UNDERGROUND CONDUIT -- ---W-' _ - ----- x 4. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLI. 250 AND 501 16. GROUND WIRES SHALL BE RUN TO ALL LIGHT'S, APPLIANCES AND FIXTURES, USE GROUNDING TYPE DUPLEX OUTLETS: Y I SITE PLAN SHEET A-1 TO U TTU TY CO. SEE --_ V— _ ALL MOTORS, EQUIPMENT AND CONDUIT SYSTEMS SHAU. BE GROUNDED. THE WATER SUPPLY LINES AND BUILDING METAL FRAME SHALL BE PART OF THE GROUNDING ELECTRODE THE CONDUIT SYSTEM AMD CONDUCTING MARE ENCLOSURES SHALL BE BONDED TOGETHER. CONDUIT ROU TING SUGGESTED ONLY. THE MAXIMUM NUMBER OF CONDUCTORS OR FIX-RJR[ 'MBEs IN SINGLE CONDUIT SHAM BE CHECKED PER TABLES, GRAPIER 9 OF N.E.C. ALL CONDUIT SHALL BE INSTALLED AND LITI SUPPORTED AS PER N.E.C. CHAPTER 3. AL1 INTERIOR B . CONDUIT SHALT_ BE MINIMUM 3!4' EMT UNLESS NOTED OTHERWISE. b MINIMUM YIRE SIZE SHA11 BE COPPER #12 THWWN. ALL CONDUCTORS SHALL BE CONTINUOUS AND WITHOUT SPLICES BETWEEN JUNCP.ON BOXES. SEAL CONDUIT SYSTEMS RR N.E.C. ARTICLES 501, 510 & 514. I. B. CIRCUIT BREAKERS SHlll DE BOLT ON HOLDED CASE TYPE WITH THERMAL MAGNETIC TRIPS AND SHALL HAVE WATER HEATER LOC( OU f DEVICES. CIRCUIT BREAKERS USED AS MOTOR DISCONNECTING MEANS SHAII_ BECAP — — ----" — — ----------- - ------- -- ------ ABIF OF BEING LOCKED IN THE OPEN POSITION, r- - _---_--_ --------�.— --- - - —--_ ---- � _-- —`--- 9. ALL SWITCH PLATES AND COVER PLATES IN OCCUPIED AREAS SHALL BE STAINLESS STEEL.. SWITCHES SHALL- BE IVORY. LIGHTING PUMP CONTACTOR BOX � COMPUTER UNE CONDITIONER, 10. CONTRACTOR SHALL INSTALL (INCL. SPEAKERS) INTIRCOM SYSTEM. DISPENSER k TANK MONITORING EQU;PMENT. 11. JUNCTION BOXES SHALL BE SIZED PER N.E.C. ARTICLE 370. _ -_ __— -- —_ NEW PANEL P-2 —_--____-- -� 12. CONTRACTOR 10 PROV0F ELECTRICAL FOR HVAC PER MFEXISTING PANEL P-1'R. SPECIFICATIONS AND ALL. STATE AND LOCAL CODES. SEE MECHANICAL PLAN FOR EQUIPMENT LOCATIONS AND SPECIFICATIONS. INSTALL HORSEPOWER RATED - 400 AMP.120/240V 10 3W MOTOR CIRCIAT SWITCH ON k1 MOTOFS. r,77 NEMA 3R OUTDOOR SWITCHGOARD WITH CT SECTION BILL OF MATERIALS JUNCTICN BOX F OR -- ---- - - ------ -- -- - .. _____--,^--_ --- ---- . _ _ F r,,Ik E.:LECTRI C DOOR -- -- 1/2'C (1)BELDEN 8-23 - — - ------ ITEM DESCRIPTION QTY. REMARKS STRIKES I TO INTERCOM TERMINAL BOX, 10"X10'x4" DEEP 1 TO CASHIER AREA r- P1-17 NEMA 1 ENCLOSURE HOFFMAN CAT. No. A-10N104. P1-21 L ,� Acousnc nL.E- 2 CASHIER PUMP INDICATING LIGHTS I � ' SEE LAYOUT AND WIRING, CONTROL DOOR STRIKE SWITCH 1 DRAM, NG E-2 I � INTERCOM MAI ---------- - -- -- - ---- - - - - - , (5) STATION LIGHTING CONTACTOR SWITCHES (POINT 8 POWER) P1-15 EMERGENCY SHUTDOWN SWITCHES - TELEPHONE: J-BOX W/ L - U MTD.� DISPENSER INTERFACE MODULE � 1 � JACK. � T31 - - - - -, DEDICATED RFCEPT. - COUNTER rCOUNTER. FOR CASHIER CONSOL3_(2) CASH;ER CONTROL_ RUN 1" MTL. UNDER COUNTFR -- -- CONSOLE CONDUIT W/ 4� DISPENSER DATA DISTRIBUTION BOX. 1 DEDICATED RFCEPT. IPULL UNE To FOR ANTENNA EQUIPMENT N.C.R. CASHIER TELEPHONE � MTU. UNDER COUNTER -- --� - CONSOLE BACKBOARD INTERCOM MAIN STATION, 1 -- 1/2"C,?, 2 3M CAT. No. D-20 INTERCOM - --._ -..- P 1--19 c c U5 JUNCnON BOX FOR 6 LINE CONDITIONER, 2000VA, TEAL ISOLATION FILTER 1 FIELD LOCATE NEAR ELECTRICALELECTRIC DOOR STRIKES MODEL GQ241100 TB HARD WIRED UNIT PANELBOARD y DISPENSER/PUMP EMER7 GENCY WINDOW SIGN RECEPT. SHUTDOWN PC:SHBUTTON MTri- FLUSH IN CEILING. 7 STARTER AND CONTACTOR �OX WITH DISPENSER 1 - (� O SEE CONNECTION DIAGRAMS, DISCONNECT SWITCHES. ! DRAWING E--6 - ® EXTERIOR DISPENSER EMERGENCY SHUTDOWN, OIL TIGHT/ (POINT 8 POWER) WATER TIGHT/CORROSION RESISTANT "SQ D" 9001--KR-9R W/ 1 9001-KA-3. 2 POSITION SELECTOR SWITCH, SQ. "D" CAT. #9001-KS-11BH2, 1 MOUNT IN ENCLOSURE ELECTRICAL PLAN WITH !FGENC PLATE KN-244 SQ. "D" CAT. #KYAF-1 OR EQUAL. ----- — ----__..___-------_ __.__.___--.---------------.____ _—_ LIGHOnNG PLAN----SCALE: 1/4 =1'-I)" SCALE: NOTE: THIS PLAN SHOWS NEW WORK ONLY AND DOES NOT NECCESSARILY NDICATE EXISTING OUTLETS AND EQUIPMENT TO REMAIN THAT WILL LIGH 'TING FIXTURE SCHEDULE NEED TO BE RECONNECTED. --" - - NOTE: EXISTING BURGLAR ALARM YM. — DESRIPTION-- MFGR. CATALOG NO. LENS ACCESSORIES LAMP(S) REMARKS SYSTEM TO REMAIN. RECONNECT AS REQUIRED AFTER NEW WORK A IS COMPLETE. I - 4 LAMP 2'X 4' FLUOR. — Z SPG440 A 1f5 EN Y - ---- �4j ----------._._-�__..-------..__---__ -_-- ` C RECESSED LAY-IN LITHONIA 12 125 120 ACRYLIC SAVING F<<0/WW/ES I _ TROFVER S PRISMATIC BALLAST i I f CJ ll) N �V C.) r - 1 ELECTRICAL SYMBOLS LEGEND _ ' ______ "�ZHL o.Mr.� [DR CTRICAL PLAN _._- NTNG F"EW Chevron USA. kc. ELECTRICAL DISTRIBUTION PANEL W.P. WEATHERPROOF ------ --------. PERMIT _ _ 11/21/9 S.W.F. Marketing Operations SenttIe 120V DUPLEX GROUNDING TYPE RECEPTACLE C.O. CONDUIT ONLY �� -- -_-" 4I S.VV. F7ACIFIC HYrY, 120V DUPL�:4 GROUNDING TYPE RECEPTACLE (WITH PULL LINE) 12/14/9 S.W.F.S SNATCH NOT FOA CONSTRUCTION REVISIONSRL), OREGC,','� C MOUNTED FLUSH Ihl CEILINGC007RACTD0CUMENT GYI JZ 120V DUPLEX GROUNDING TYPE RECEPTACLE � FUSED DISCONNECT CQNSTRUCTI�I � � i PILt�/1Sw I��R MANdy I/'!• �I N : 1 4 -- 1 - Q DATE: 11 , 21 /9nMOUNTED 1NDER C(11IN11R D0 Nut usE FOR CONSTR.TELEPHONE UNLESS DATED ! INITIALLED D.H. CH.S.W.f . APP. S.J.K. 0 Z SPECIAL PURPOSE OUri_ET __- __ Q VtrmTT Nn . ?xTTP9�)C13`0 HUBBELL IG- 5362 = INTERCOM __ --_. — SSy 8-r-)09W iF -- �- y z � JUNCTION Bax Q THFRIROSTAr - -- JOH 865�� I� I E — 'Mom- Jill �0' NOTE: IF THIS MICROFILMED - 23 4 5 6 7 9 A 11 _ 12 ' DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 1S DUE TO j THE QUALITY OF THE ORIGINAL ..fit.. DRAWING. 0' 61OE 62 9? I ZI 11 01 8 0 L 9 S b E Z 1316190 ►+11►�nlnullullnlllllllllmhlnllll�uuluulutthu�+tndt�n��l►�Imllunlllu�lulinll�+tUlttu�►++IIn�I,nllllullitlllllllllulluSlnlllnnll111IIIIlIIIIIIIIIIIIllil11111IIIIIIIIIII1111�1111IIijJlllilllnllunlllulu,tlttl�lut��uluulilu�r!>1n11►t111miltWhu FEBRUARY 28 1992 _� -_...._._ ... .....�_._-.M .-..,rr_-Y..;••�., ,.".C': ,.. •.w.,, .,,=r., ,My�.1:,'a:ra...r...-.��'.reswa, .,r PAiW& M 120/240V 10, 3W 400 AMP MAIN CB: 200 AMP 2 POLE OENER NOTES----- 't, S*IF GGETD' NEMA 1qNR PWN Roo�� pN. ElNOqSgINDICATED NQORA TING-. ETE _- WT I, 1 ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH MOST RECENT , •A 4C SERVES NA fIONA[_ ELECTRICAL CODE AND ALL APPLICA©LE STATE AND LOCM. CODES ,104D • CL 1 1 20%1 SPANNER LIGHTS _ F652 '2626 1000 CANOPY N.I.D. FIXTURES 20/2 2 2 Cl PANEL 11 EXISTING PANEL P2G- 3 3 2U `1 SPANNER LIGHTS 2$48 1000 4 200 AMP, MI.O do 5ERV!i:E EQUIPMENT 200 AMP, _ MAIN SfWRVICE SWnCHBOARU 12U/240V, 1�, 3W. 120/240V, 141, 3W. 2. At_L FLE:CTRICAL MATERIAL- SHALL BE NEW AND LISTED WITH 'THE UNDERWRITERS 20 `2 6 6 Cl 120 °240V, 1I, 3W, 400A L ABORATOR',-S INC. SHALL MEET THEIR REQUIREMENTS, AND SHALL BEAR THEIR LABEL_ 0- 5 5 2G '1 SPANNER LIGHTS 1164 2164 1000 CANOPY H.I.D. FIXTURES / (SE.E NOTE 1) (SEE NOT[ 4) WHEREVER STANDARDS HAVE BFEN ESTABLISHED AND LA13EL SERVICF IS REGUL ABLY CL 7 7 20 `1 SPANNER LIGHTS - 162$ 2626 1000 - 8 -.-_� _. _� (.� .___ _-� FURNISHED BY THAT AGENCY, •- 184$ 1848 SPACE 1010/ T ' A MATERIALS TOOLS, PLANT EQUIPMENT, 2U 1 SPANNER LIGHTS 70/2 f � 175�Z� .5. CONTRACTOR 'HALL PROTIDE ALS L BOR,CL 11 11 20;11 SPANNER LIGHTS 1164 1164 SPACE 12 12 ' i , TRANSPORTATION AND PERFORM ALL OPERATIONS NECESSARY OR INCIDENTAL TO PROPER 4,), EXECUTION AND COMPLETION OF ALL "ELECTRICAL WORK" WHETHER SPECIFICALLY CL 13 13 10,/1 CANOPY FASCIA SIGNS 1010 1850 840 +✓',SPENSER COMPUTERS ?0/1 14 14 CL � - CLASS T r �, 1200 12.00 SWITCHED NEUTRAL 16 400A CURRENT" LIMITING � � � MENTIONED OR NOT. MATERIALS AND EQUIPMENT PROVIDED BY OWNER WILL BE A CL 1.. 15 20/1 SALES AREA LIGHTING ) FUSES SPECIFICALLY NOTED. _ 5 20;%1 18 1$ 17 17 20/1 SALES AREA RECEPTACLES 120 1145 42 CARD READER 200 AMP 9 19 20 1 G RECEPTACLE'S 360 360 SPACE 20 �� EXISTING SYSTEM 4. THE CONTRACTOR IS REMINDED Il-iLS PROJECT IS A MODIFICATION AND REMODEL TO AN 1 / CEILIN EL _ _• _ �_ 1.15 AMP GROUND. SEE NOTE #3 EXISTING FACILITY. EXISTING CIRCUITING HAS NOT BEEN ENTIRELY VERIFIED AND 21 21 20/1 COMPUTER LINE: CONDITIONER 1000 1450 450 LIGHTING/PUMP CONTACTOR CONTROL 20%1 22 22 THESE ORANNGS AND SPECIFICATIONS MUST BE ACCEPTED WITH THIS UNDERSTANDING. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS TO ACHIEVE INDICATED RESULTS 23 23120/1 TAW, LEVEL_ MONITOR 300 300 SPACE � 24 5 00 STRIKE Jt COUNTER RECPTLS 500 500 SPACE 26 " � 2 U GR.O`JND. EVEN THOUGH ALL DETAILS ARE NOT SHOWN. 2 2 20 1 DOOR S ,_ 4 PVC UNDERGROUND I # j 27 SPACE SPACE _ 28 TO UTILITY CO. SEE NOTE tfjF2. w 5 LC)CAON OF EQUIPbAENNGS ARARE SHOWN TO SE ESSENTIALLY CALE MWHEREVER MAIIC DPOSSIBL�E ALL DfMENsIOI'+iS 29 29 CANOPY FASCIA SIGNS 1010 1010 SPACE 30 L do 1 X124 GR4UNDo AND CONDUIT/ CONDUCTOR, DATA SHALL BE VERIFIED IN THE FIELD. 31 SPACE 720 720 DISPEiJSER LIGHTING 32 32 (;L _ �� 6. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING OF WALLS, 33 SP ACE - (SWITCHED NEUTRAL) -_ � 34 CEILINGS, FLOORS, ETC., FOR INSTALLATION OF OUTLET BOXES, CONCEALED CONDUIT, 5 SPACE SPACE 36 ETC. ALL PATCHING `._HALL MATCH SURROUNDING MATERIAL AND FINISH. 7 SPACE -^ SPACE 38 � 7. THE OWNER RESERVES INE: RIGHT TO RELOCATE ALL IJGHTING, OUTLETS, SWITCHES, 39 SPAS SPACE 40 AND TELEPHONE OUTLETS, BEFORE THEY ARE ROUGHED IN, AT NO EXTRA COST. r 41 SPACE SPACE 142 A SINGLE UNE DIAGRAM GROU , SIZE. AN ' ��C°' -.----- ------ - - 8 AND MUST COMPLY TO INSTALL, AR iCN�S 500, 50p, SCl O,E 514, F TRiCAL SYSTEM PER CODE TOTAL CONNECTED LOAD f!2,59L9,2181 NOTES 9. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE HATH N.E.C. ARTICLE 2140 AND C"".CULATED LOADS: PER CHAPTER 2 OF N.E.C. CL -- DESIGNATES CONTINUOUS LOAD GROUND WIRE SHAT 1. BE RUN TO ALL LIGHTS, APPLIANCES AND FIX R1RES. USE LML - DESII3NATES LARGEST MOTOR LOAD 1. ALL SERVICE EgUiPMENT, INCLUDING METER d1 CURRENT TRANSFORMER CABINET f TERMINATION BOXES, GROJNDING TYPE DUPLEX OUTL.FTS: ALL. MOTORS, EQUIPMENT AND CONDUIT SYSTEMS DISCONNECT SWITCHES, AND MAIN CIRCUIT BREAKERS SHALL BE RATED FOR THE MAXIMUM AVAILABLE SHALL BE GROUNDED. THE WATER SUPPLY LiNES AND BUILDING METAL FRAME SHALL BE BUS A 12,593 _ CONTINUOUS LARGEST CONNECTED TOTAL N.E.C. SHORT CIRCUIT CURRENT AS DETERMINED BY THE SERXA14G UTILITY CO. PART OF THE GROUNDING ELECTRODE. THE CONDUI-r SYS'(EM AND CONDUCTING WIRE T LOAD MOTOR LOAD LOAD COMPUTED LOAD ENCLOSURES SHALL BE BONDED TOGETIiER. BUS C 9,218 -- ( _ 18,058 VAX 0.25) + m VA X 0.251 + 21,811 VA = 2.6,325 VA 2. #2/0 GROUNDING ELECTRODE CONDUCTOR TO BUILDING STEEL FRAME, U.G. COLO WATER PIPE, INTERIOR OR • TOTAL 21.811 �� 12U 240V 1� 110 A METAi. WA-TER PIPING, AND CONCRETE ENCASED ELECTRODE (LIFER GRnI_IND). 10. CONDUIT ROUTING SUGGESTED ONLY. THE MAXIMUM NUMBER OF CONUUCTOIR`.� ---- -..- AMPERE. d -__ .1 __. _ `� FIXTURE WIRES IN SINGLE CONDUIT SHALL BE CHECKED PER TABLES, CHAPTER 9 OF _ 3. EXISTING SYSTEM MAIN t30ND SHALL BE DISCONTINUED. REMOVE MAIN BONDING JUMPER AND RECONNECT N.E.C. ALL. CONDUIT SHALL BE INSTALLED AND SUPPORTED AS PER N.E.C. CHAPTER 3. EXISTING GROUNDING ELECTRODE CONDUCTOR TO PANEL F'2 ENCI.05JRE AND ECIUIPMENT ^ROUND BUS. ALL. INTERIOR BLDG. CONDUIT SHALL BE MINIMUM 3/4" EMT UNLESS NOTED OTHERWISE. CHECK EXISTING NEUTRAL BUS AND REPLACE IF NECESSARY TO ENSURE TI•IAT NEUTRAL BUS BAR IS �' :. :'ONDUIT IN SALES AREAS SHAD. BE INSTALLED CONCEALED IN WALLS, FLGORS, OR CEILINGS. INSULATED FROM EXISTiNG ENCLOSURES. -' 4. EXISTING 200 AMP METER TO BE REMOVED. INSTALL AUSBAR LINKS OR CONDUCTORS ACROSS EXISTING 11. JUNCTION BOXES SHALL BE SIZED PER N.E.C. ARTICLE 370. METER SOCKET AS REQU!RED. PROVIDE AND INSTALL BLANK COVER OVER METER SOCKET TO BLOCK 12. CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN, MINIMUM SIZE #12AWG. ALL i ACCESS TO ENERGIZED PARTS. CONDUCTORS SHALL BE CONTINUOUS AND WITHOUT SPLICES BETWEEN JUNCTION BOXES. 5. ALL CONDUCTORS SHALL BE COPPER TYPE TIHHN/THWN OR XHHW. 13, SEA.(_ CONDUIT SYSTEMS MS PER N.E.C. ART1CLr_S 501, 510 & 514. 14 CIRCUIT BREAKERS SHALL BE BOLT ON MJLDEU CASE TYPE WITH THERMAL MAGNETIC 'TRIPS AND SHALL HAVE WATER HEATER LOCK OUT DEVICES. CIRCUIT BREAKERS USED AS MOTOR CISCONNFCTING MEANS SHALL BE CAPABLE OF BEING LOCKED Ila THE OPEN POSITION. 15. ALL SWITCH PLATES AND COVER PLATES IN OCCUPIED AREAS SHALL BE STAINLESS - STEEL-. SWITCHES SHALL BE IVORY ITEMS LOCATED -- __-�� I 16. OMIT �. IN SALES AREA I I 1 ?. CONTRACTOR TO PR( VIDE ELECTRiCAL FOR HVAC PER MFR. SPECIFICATIONS AND ALL 1;2'c, 2,12+CND _ I STATE AND LOCAL CODES. SEE MECHANICAL PLAN FOR EQUIPMENT LOCATIONS AND t �-� �, � 2 I SPECIFICATIONS. IN-STALL HORSEPOWER RATED MOTOR CIRCUIT SN"iCH ON ALL MOTORS. SCHEDULES:- 11/4 PARE NOTES FOR PANEL _- (INCL. 7 SPARES+CND) C+�11RO1 -1/2"C, 2 X112 CKT P2-2 � ' 18. OMIT 1. USE SWITCHED NEUTRAL-COMMON TRIP BREAKER FOR CKT PI-14 & PI--32 10001 I" ARE "D" 220SWN CIRCUITS Pi-14 AND PI-32 MUST BE """-"'� $QU 19. ALL EMPTY CONDUITS SHALL BE EQUIPPED WITH 3/16" POLYPROP'fLENE PULL LINES. CAP CONNECTED TONNE SAME PHASE. LINE ISOLATEDALL_ EMPTY CON JIT.I r� `-. CONDITIONER I GROUND ------------ T K VA RECEPEPTACLES 20. WHEN IN GOOD CONDITION, EY,I,STiNG CONDUIT AND WIRING FOR CANOPY LIGHTS, 2E. BREAKERS UL LISTED AS HACR TYPE FOR USE WITH AIR ��n^,F 1'c. FOR SPANNERS, FASCIA SIGNS, AND I.D./PRICE SIGNS MAY BE REUSED. REROUTE CONDUITS . USE CONDITIONING HEATING AND REFRIGERATING EQUIPMENT HAVING ` r - OCIA ( TO STARTERS CONTACTOR BOX VIA ELECTRICAL WiREWAY. RESEAL. CONDUITS AS MOTOR GROUP COMBINATIONS AND MARKED FOR USE WITH HACR PANT ST ARTER/BCxNTACTOP DATA CABLE I REQUIRED PER CODE. TYPE CIRCUIT BREAKERS'. ''' r3/4"C, T �7 2.1. EXISTING CONDUIT NOT REUSED SHALL BE ABA[IDONED. REMOVE CONDUCTORS, 3. VERIFY LOADS FOR ALL MACHANICAt_ EQUlPMEN I INCLUDING HVAC. THREAD CONDUIT, AI: CAP BELOW GRADE. REFRIGERATION AND AUXILIARY HEATERS. CIRCUIT BREAKER, FUSES,SWITCHES ANi� CONDUCTORS SHALL BE SIZED AND INSTALL PER -- - DISKNSER, PUMP MANUFACTURES NAMEPLATE VALUES AND APPLICABLE CODES Tbe I cHnNG CIRCUITS DISPE POWER FEEDERDISPENSER POWERdo LTG EXTERIOR L fCV. J 4. MANUFA-TURERS LIMITATION: THE SUM 01- C-LINE BREAKER�`'iNGS MOUNTED OPPOSITE, EACH OTHER DOUBLE--BRANCH PUMP PONT. PUMP 4�ITa R ( EXISTING PUMP CON t. ON 1. CONY COIvSTRUCTI!)N) CANNOT EXCEED 140 AMPS. CONTROL. TO BE (F) (I i (F 1 1/2"C. #8 GNU- DISPENSER REMOVED - - DATA 5. THE DISPENSER LIGHTING AND COMPUTER LOADS WERE CALCULATED (TY'. OF 3) 1�,rRIBUTiON USING THE FOLLOWING DATA. FOR THE DRESSER WAYNE 390 AND Box 490 MULTI-GLADE DISPENSERS LIGHTING LOAD = 1.5A/DISPENSER COMPUTER LOAD - 1.5A/DISPENSER --- _ - -- 1"C,, 16 #14 + 8 #14 SPARE PUMP MOTOR COIL ?_25A/COIL (DISPENSER DATA X114 + 2 #14 YrlfO LAA Y SPARES PER DISPENSER) 6. VERIFY LOADS FOR ALL MECHANICAL EQUIPMENT INCLUDING HVAC, REFRIGERATION, AND AUXILIARY HEATERS, CIRCUIT BREAKERS, FUSES, SWITCHES, AND CONDUCTORS SHALL BE SIZED AND J- - - - - --_-- -- _-� '--- - NQUE INSTALLED PER MANUFACTURERS NAMEPLATE VALUES AND _ To BLDG. THIS DETAIL. PROVIDES ONLY A I yTE:RIOR GND ELECTRODE to APPLICABLE CODES. IGt'iT1NG DfAGF2AMATIC kEPHESENTAi-ION OF M & PUMP ELECTRICAL EQUIPMENT. THE ACTUAL 4 7. ALL PANELBOARDS SHALL BE SUITABLE FOR USE AS SERVICE NOIR. __ _ ____. _ < , - DISPENSER POWER, FIELD MOUNTING ARRANGEMENT MAY VARY. ..- EQUIPMENT AND SHALL EIE FURNISHED WITH SOLID NEUTRAL BUS do ____ _-_-.____. .- LIGHTING ak DATA EQUIPMENT GROUND BAR. b 8. PANELBOARDS AND CRIt,',IIT BREAKERS SHALL BE U.L. LISTED AND LABELED � WITH A SHORT CIRCUIT CURRENT RATING SUFFICIENT FOR THE MAXIMUM AVAILABLE SHORT CIRCUIT CURRENT AS DETERMINED BY THE SERVING UTILITY COMPANY. SEE ELECTRICAL.. SERVICE NOTES SHEET E- CONDUIT DIAGRAM RO RNL1MCt�.E UIV� A 9. CIRCUIT BREAKERS USED AS MOTOR DISCONNECTING MEANS PER SIGN DISCONNECTING MEANS PER NEC 800- 2(a) PI�N�N4_.� -- - -- Chell>'�'�A USA. W. PANEL SCHEWL.ES & 004E:RAL _N0 •, NEC 43U- 102(h) OR SHALL. BE: CAPABLE. OF BEING LOCKED IN THE OPEN POSITION. 11/2t/ S.W.F. Mlorkrt Operations Seattle PERMIT __. _. � �' 11747 S.W. PACIFIC HWY. " 10. PROVIDE PERMANENT TYPE WRITTEN CiRCUIT DIRECTORIES FOR ALL C ON T N A c T 0 0 C U M E N 1 BID I4/IK S.W.r. TiGARD, OREGON NEW AND EXISTING PANELBOARDS. DIRECTORIES SHALL BE MOUNTED iN _ _-_ --- r _ _. Not FON coosTAUcTION REVISIONS PLASTIC ENCLOSURES ON THE INSIDE OF PANEL_ DOORS, AND SHALL C6k_S_t tjd_ t0N _ I v I S,�J lM� SCALE: AS NOTES DATE: 10/10/90 " INDICATE ROOMS SERVED AND LOADS CONNECTED TO EACH CIRCUIT. ~�°1�I�D X11� �M - 1�4o�,f _ pp Cr�HJ k� D 0 NOT USE E F 011 CON N S T N. DR. C.D.H. �n.S.�.K. �"!"• s•wK• UNIEIR GATE/ ! INITIALLED Ln.J 11. PROAM GROUND--FAULT CIRCUIT-INTERRUPTER DEVICES FOR PERSONNEL_ PROTECTION FOR ALL RECEPTACLES iN REsT1ROOMS AND LUBE BAYS. SS# F3209 I E - 2 _____ ',108 5655 • ..ti .u,Y.•,.,grlx.e„e�Wl.•Awe.....,.R•...,w'. ,�AgllMM�1�#Mw"'.,.w,M._,..... _ _ ,. .Yu.ru.. ... ...._ ,. '- _�• A - -�- -_ - r..IL I C I I I I I I I I III X 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I' °I i f 1 1 1 1 1 1 1 1 1 I_.I f l ( I I I 'I I I I} I I I I i l l l l. I I I I III I I I I I I I I I I i I I I 1;1 11 1 ► 1 1 Ili , •, �1IIjII1 ' lll1IIIIII1IIIIIII � I � IIII � III � IIIIIIIIIIIIIIIIIIIIIII � III � II IIIIIIIIIIIII � II II � IlI � - � 2 3 4 5 6 7 8 9 10 { I 12 NOTE: I F TH I5 M ICROF 1 LMEC� +•---_-=_---- -- .--._____.-..�� __ _._._-� �_--___��_---�-_-_-�,, ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 12 92 SZ bl EZ 2a IF 07 61`1 01 LI 91 SfI bl EI 7,1 II 011 6 19 L 9 S C b E I� I """" ruIIllI�uIIIIHITT(((11111i11n�nu�lllllllll�llll�lllllnnlnnl+l'I�'IIID,uIi!IIInII�fIIIIIIII�IIIIIIIlIIIIIIII1�1�11�;II�I�I111�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111�111I�iIIIIUII�III1�IIliI1111�I111I1111�IIll11111�IIII�IIII�J111�IIIIIIIIIIIIII�il11I111) FEBRUARY28 19 92