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15670 UPPER BOONES FERRY ROAD-1 ADDRESS: i:\records\►nicroflm\ta rgets\building.doc J .. . 70 CITY OF TIGARD Journal Entry Form JFK # 70 G/L # 2 JE Date: _—SEPT 5, 1998 _ Description: —, 98-308664 _ KAPPERTZ -- _ Month Ending: AUG 31 1998 Reviewed By: Entered By: PH _ Date Entered:— 9/5/98 _ ,T — Debit(+) ~— Additional Ln#-- Account # Credit(_) Amount Information Trn# 1 29-0000-433000 + 53.03 2 29-0000-432. 000 - 53.03 3 4 — - -- 7 _ 10 - 11 - _13 14 - 15 16 17 _ _ L 19 _ -- 20 2.1 - 22 23 -24 25 _ 26 — - — 27 28 -- 29 -- 30 �� — —� CITY OF TIGARD I EXPENDITURE REQUEST Th;s forn is a multi-use form. Appropriate receipts and documentation must be attached to this form. Approved request due Tuesday 5:00 I'M to AM for checks by Friday(week opposite payroll only). VFNDOR NO.: DATE: 9/3/98 1 i PAYABLE TO : ��P�:efz REQUESTED BY: Jill Aldrich MISCELLANEOUS EXPENDITURES: _ Date Description,Invoice No.,etc. Account No. _ mount 8/27/98 i:eceipt numbe-98-308664 Move $53.03 29-0000-433000 To 29-0000-432000 _ Money applied to plan review to - .---- i be applied to permit [c. ----�-- --- ---�--- TOTAL 53-03 Mileage 32.51 APPRO)PRIA'IION BALANCE: AS OF: _ PURC14ASING: APPROVALS: J (IF UNDER$50) Section Manager/Professional Staff _ (IF UNDER $2500) Division Manager �. (IF UNDER$7500) Depa-tment Manager (IF UNDER .025000) City Administrator (IF OVER $2:*,000) local Contract Review Board — �' CITY OF I IUARD -- RL-CEIPT W PAYMEN-1 RLPI O.CHECK AMOUNf 350. 1 a CREDIT LARD 0. 00 CHANGL 0. 00 CASH AMUUNr 0. 00 NAME KAPPERTZ DESIGN CORP pAYME,N*l DAIL 08/2"98 ADDRES.3 ;: 4b SW 6111 SIRLET SUBDIVISION GRESHAM, OR 97080-9475 AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OFr-,AYMF--N'i 91. 33 6. 20 ESU PLAN CHECK FIRE LIFE SAFEY PLAN CK b 17. 20 BUILDING PLAN CHECK 125. 45 FIRE LIFE SAFEY PLAN CK FOR 15610 , UPPER BUONES FERRY CHECK 564 FOR PLAN CHI , #08-87L & #08- 88L/ JE ?0 8/31/98 TOTAL AMOUNT PAID 3b0- 18 rOF TIGARD OREGON 7 5 June 1998 Accounts Payable - New Construction Chevron USA Products Company 6001 Bollinger Canyon Road, Building L-11 14 San Ramon, California 94583 AT ELATION ACCOUNTS 'PAS'ABL E: Building permit BtJP96-0167 has not been approved for your fob at 15670 Upper Boones Ferry Road, Tigard, Oregon, for Chevron USA Products Company. The footing was poured without approval or inspection and the balance due of$78.23 has not been paid. If checial inspections are required, thcse fees will be added to the total balance due. you may remember that Ken McCracken of Vancouver, Washington, managed several permits for the Chevron location which were issued and paid for during May of 1996. Meyer Sign Company provided signage. BUP96-0167 was not issued at that time but the new 30-foot upright for the sign has been constructed. I have enclosed the group printout which shows all payments made to date, Please contact me or atiy of the Development Services staff at 639-4171, ext. 304, as soon as possible to avoid additional fees and penalties I can be reached at 503-639-4171, ext. 420, after 2.30 pm or at 503-639-4172 from 5:00 - 11:00 pm. Thank you. c ii icerely, Jean Heitschmidt Building Division CC- Ken McCracken(360-896-3327) Barrel "Hap" Watkins, Inspection Supervisor, City of Tigard F,nclosure 1.61x: (-.anh•CMN96.doc 13125 SW Hall E3tvd., 11gard, OR 97223 (503) 639-Q1?1 -- Page No, 1 FEES FOR PROJECT GROUP NO.: 2937 CHEVRON USA PR6DlJCTS CO 06/05/98 (This is NOT o receipt) Case Fee Fee Account Fee Amount Receipt Check Date Rcd # Description Type Number Amount Paid # # Paid By -- ------ ------- --------- ------ -------- --- MEC95-0443 (C) PERMIT FEE PRMT 25.00 25.00 95-27420 12/2.2/95 JSD 3 MEC95-0443 (C) 5% STATE SURCHRG 5PCT 1.25 1.25 95-27420 12/22/v5 JSD 3 SUP96.0167 (C) PLN REV4 - S7RUC PLCK 48.43 48.43 96-27770 04/02/96 B 11 SGN96-0044 (C) PERMIT FEE PRMT 35.00 '5.00 96-27770 04/02/96 B 1 SGN96-0045 (C) PERMIT FEE PRMT 10.00 10.00 96-27770 04/02/96 B 1 SGN96-0046 (C) PERMIT FEE PRMT 10.00 10.00 96-27770 04/02/96 B 1 SGN96-0047 (C) PF-RMIT FEE PRMT 10.00 10.00 96-27770 04/02/96 B 1 SUP96.0167 (C) PERMIT FEE PRMT 74.50 0.00 BUP96.0167 (C) 5% STATE SURCHRG 5PCT 3.73 0.00 BUP96-0168 (C) PERMIT FEE PRMT 74.50 74.50 96-27945 05/15/96 PH 3 BUP96 0168 (C) PLN REVD - STRUC PLCK 48.43 48.43 96-27770 04/02/95 JMH 1 BJP96-0168 [TAX] 5% State Tax 5PCT 10-0 3.73 3.73 96-27945 05/15/98 JMH 3 Total fees:...... ...$ 344.57 Payment":.........S 266.34 Balance due:........S 78.23 1 CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour inspection Line: 6394175 Business Phone: 63Q4171 1( / Date Requested: A.M. P.M. MST: BUP: :-��7 l oration: Tenant: _ Suite: Bldg: MEC: Contractor: -- Phone: PLM: — - (h%mcr Phone: ELC:_ 'LR: -- i�� -Dllo IT: — BUILDING BLDG(con't) PLUMBING ME HA NI ,AL EL TRICAL SITE Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storm Footing Roof Undl�I/Slab Rough-In Ceiling Water Line Slab Framing Top Out Gas Line Rough-In Vault UG Sprinkler Foundation Insulation Sewer Hood/Duct Reconnect Bsmt Damp Drywall Storm Furnace 'Temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shear/Sheath f ire Spklr/Alm Crawl/Found Dr I feat Pump Low Volt Approved Approved Approved Approved Approved Appr/Sdwlk Not Approved Not Approved Not Approved Not Approved Not Approved FINAL FINAL FINAL FINAL FINAL S.7 z L7 Call for reins Reinspection fee of S required before next inspection J Unable to inspect Inspector: __- IMte: _ ---- Page of f CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: (09-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Soivice FINAL. Foundation Water Line Ceiling -Plumb Post/Beam Mach. Shear/Sheath Framing Mach. Plbg.Und/Fir/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins Other: Date: .� A.M. P.M._— Entry: — Address: _ Tenant: __ ___ Ste:__ MST: BUP: s11fQQ Con/Own: _ MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: �. e—ov Inspector: — Date. - ROVED _ DISAPPROVED/CALL FOR REINSP. CF CO t CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line- 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINA Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: ------- —�- Date: P.M.._ Entry: Address: — Tenant: Ste: MST: BLIP: �f Con/Own:_ MEC: 5" PLM: _ — ELC: THE FOLLOWING CORRrHCT ONS ARE REQUIRED: ELR: jInsr. Date:ROVED _DISAPPROVED/CALL FOR REINSP. CF CO ---- _ bUILDING PERMIT U CITY OF TIGARD DTEPERMIT SUED . . . . : BUP96 V+ iE,B DALE ISSUED: 05/15/96 COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: 2S 112DD-00800 13126 SW Hall Blvd.Tigard,Oregon 87223.8188 (503)630-4171 51 F L EallDRE55. . . : 1.t.6 70 SW UPPER BOONES FERRY RD "ZONING:C-G SUBDIVISION. . . . s : LOT. . . . . . . . . . . . . BLOCK. . . . . . . . . . : ------------------------ -- c r.- --.---------------'FLOOR AREsaS--`_--_-' _�-EXTERIOR-WALL CONSTRUCTION RE I.a...UE a 5: Es W: CLASS OF WORK. :ALT' FIRST. . . . : 0 sf N: TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS'---"' TYPE OF CONST. : ' ' ' ' 0 sf Ns Ss F: W' OCCUPANCY GRP. :Bc TOTAL___._.__ s 0 sf ROOF CONST: FIRE RET'? : OCCUPANCY LOAD: BASEMENT. : 0 sf AREA SEF'. RATED: STOR. : 0 HT : 0 ft GARAGE. . . : 0 S f OC'CU SEP. RATED: BSMT? : MEZZ? : REQD SETBACKS-------- REQUIRED-___----___-----___._. FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL: SMOK DET. . : DWELLING UNITS: 0 FRNTs 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: BEDRMS« 0 BATH 0 IMF=' SURFACEll 0 PRO CORR: PARKING: 0 VALUE. $ : 8400 Remarks : Installing two new Spanners moi.rntecl on existing canopy colUmns FEES Owner: -__-__....._______.__.._..__.__.._ date recpt CHEVRON USA PRODUCTS CO type amount by 6001 BOLLINC3ER CYN RD BLDG L-111.4 PNMT $ `74. 50 J�x•H 05/ 1'x/96 96-279451-L" PLCK f 48. 43 JMH 05/15/96 96-77701 5PCT $ 3. 73 96-27945.-,, !1.4i\i RAMON CA 94583 Phone #: 510-842-9500 Contractor: MEYER SIGN CO OF OREGON 134.0 SW LANDMARK LANE 1t� 1ARD OR 97223 $ 126. 66 TOTAL Phoneil #: 064014 ------- REQUIRED INSPECTIONS - _ -- - This permit is issued subject to the regulations contained in the Mi sc. Inspection Figard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with - approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for rare _ ------- --- t,1an 180 days. 1 p r m i t t e e 1 s<s i-red LAY : . Call for inspection - 639-4175 M I Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. jA4 �(� l i� Tigard, OFA' 97223 0q� � I� (503) 639-4171 Jobsite Address: `7�'�i �f V Office Use Only Tenant: suite # Valuation: I Permit # _ J le"- Owner: (^`-Ir• �k('r�✓ C, 1? r)���_� S cr Map & TL it ��'�' ���-� ii(.�.`�� �>'J �orovais Require fired Address: �Alt,i E:Amr' l' Planning Phone: ����� " �,-j -`7`,c Engineenng Other Contractor: r� rl, Address: Z��i? x,41 / 91�./ �I.d (" ��� _ Type of const: r- Occupancy class: Phone: -�^C'". �'� - Sonnklered? Yes No Ccntrac:crs Lcense * 2 r /(attach copy of current Oregon license) Sq. ft. of prcject: Contact name & phone: NIS 'LL Story (1st, 2nd, etc.) _ t.�e-JL ` Proposed jse _ A.rchitectiEngineer: ,�-,_ 1.. _r = C Previous use. address: ��_� ,t` �-- =; c;C• Note: Plumbing & mechanical plans must be submitted at time of building permit application. phone. '! - JC'B CESCRIPTION: IS—S i 6dI > >3� 7 �::oiicart S gra ure 3 Phcre rumcer IVI (ti4 'i�0�V - Cate Receive : aceived by: d - I _..__.r - i CITY OF TIGARD -;IGN PE=RMIT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #: 'aON96--1/»47 13125 SW Hall Blvd Tigard,Oregon 97223.8199 (503)639-4171 DA_(E IssuE-.n. . . . ; 05/07/96 EXPIRATION DATE: PARCEL.. . . . . . . . . �aEi1l;_'nA � f3QIP ZONE. . . . . . . . . . . . C-G BUSINESS NAME.. . : CHEVRON ICN L OCAT I CIIJ. . : 15670 SW Ut.IPE.R BLIONGS FERRY RD APPLICANT/AGENT: CHEVRON USA FRODUCTS CO BUSINESS TAX NO: ve�srnx�rsm:n:ebcsmr_.-a:aorx:eseernw aatee^c::cuaszw:sa�.^Y�^':sc..^s:ra:=s.s�aaee:c:secr�ar�cca_.x�a~.=a:a�t_^�srr.icss.. SIGN PERMANE=NT (X) FREEST ( ) E'LECTR � TEMPORARY ( ) WAI_.I_ t Y) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( > BALLOON SIGN DIMENSIONS. . . . . . : 116" X " 81' TOTAL SIGN ARFA. . . . . . : 2 sq. ft. WALL AREA. . . . . . . . . . . . : 1.:30 sq. ft. WALL FACE: (DIRECTION) : N SION HEIGHT. . . . . . . . . . : St3 ft. PROJECTION FROM WAL.L. : 6 in. ILLUMINATION. . . . . . . . . .. INT DESCRIPTION OF SIGN; Installinq c'. 4' sq. ft. permanent W111 sign- MATERIALS. . . . . . . . . . . . : ign.MATE.RIALS. . . . . . . . . . . . : ALUM/PI_AGTIC E:XISTTNS SIGNS. . . . . . . . 1 ELECTRICAL PERMIT REQUIRED: Y BUIE._D1NC 9:,FRM1T REQUIRED— : N ADMINISTRATIVE EXCEPTIONS. : N/A t''ERM1'T FEE ! 10. 00 f J1 I L/_,{ APPRE'.1VE_1) BY: PERMITTEE SIGNATURE : DATE.- 05/07/96 CIT' OF TIGARD SIGN PF'RMaT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #: GGN96— 017.146 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 DATE ISSUED. . . . : 05/07/96 EXPIRATION PARCEL. . . . . . . . . ZONE. . . . . . . . . . . . C-G BUSINESS NAME—' CHE'.VRON S I UN LOCATION. . ; 15670 .,W UPPER NOONES FERRY RD APPL.I CANT/AGENT: CHEVRON USA PRODUCTS CO BUSINESS TAX NO: az zr.:fa�x-zx,a exm��:c^�aa�:�:axL:x::�:nz:.ama�=:xs'r..emac �r_aec mac nxr sxe c.:aaxaaor.n:sex+c,met rt:.x.:..`�xacm�ae e�:�ars x.-.::r. SIGN e PERMANENT (X) FREES"F'ANDINF, ( } FREEWAY ? TEMPORARY t i WALL. (Y) GLECTRON I C; ( ) OTHE R ( ) BILLBOARD ( i BALLOON ( ) SIGN DIMENSIONS. . . . . . : 11 3" X ..1 6" TOTAL CGIGN AREA. . . . . . : 2 !;q. ft. WAL.L. AREA. . . . . . . . . . . . a 131a s a. f t•. WALL. FACE (DIRECTION) : E. F7 16N HEIGHT. . . . . . . . . . r 10 ft. PROJECTION FROM WALL... : 0 i.11. I.LLUMIIWATION. . . . . . . . . r. NON DE=SCRIPTION OF' SIGN: Installing two logos on each side of spanner. MATERIALS. . . . . . . . . . . . : DECAL EXISTING SSIGNS. . . . . . . s 1 ELECTRICAL PE=:FiMIT REU1JIRE=D: N BUILDING PERMIT REQUIRED. . : N ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE:: 10. 00 APPROVED BYe PERMITTEE. SIt'II-IFURE. ;DATE:: 05/07/96 CITY OF TIGAR SIGN PERMIT COMMUN,' -Y DEVELOPMENT DEPARTMENT PERMIT # : SGN96--00Lk5 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 DATE ISSUED. . . . : 05/07/96 EXPIRATION DATE,(n PARCEI... . . . . . . . . : 2S112DD-00800 ZONE'.. . . . . . . . . . . . C..-Ca IMJSINESS NAME— 1 CHEVRON SIGN Loc(-,'rION. . 1 15670 lo'W UPPER BGONES FERRY RD APPLICANT/AGUNI ., CHEVRON LMA PRODUCTS CO BUSINESS TAX NOS 9 1 GN PERMANENT (X) FREESTANDING FREEWAY TEMPORARY WALL (y) ELECTRONIC OTHER BILLBOARD BALLOON SIGN DIMENSIONS. . . . . . 1 11 3" X 1' 6" TOTAL SIGN AREA. . . . — : 2 sq. ft. WALL AREA. . . . . . . . . . . . . 130 sq. ft. WALL FAC F (DIRECTION) : E SIGN I GN HEIGHT. . . . . . . . . . c to ft. PRcjjF--c-rIUN FROM WALL . : 0 in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGNS Installing two logos on each side Of SPantlev'- MATERIALS. . . . . . . . . . . . DECAL EXJSTING SIGNS. . . . . . . : I ELECTRICAL PrRMIT REQUIRED: N BUILDING PERMIT REDUIRED. . - N ADMINISTRATIVE. EXCEPTIONS. : N/A PERMIT FEE APPROVED BY: ;Z PERMITTEE SI(3N(-j'r1.1R " DATES 05/07/96 CITY OF TIGARD SIGN PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #: SGN96-0044 13125 SW Nall Blvd.Tigard,Oregon 97223.6199 (503)039-4171 DATE ISSUED. . . . : 05/07/96 EXPIRATION DATF_t (% /0-+/9(0 F'ARCE:I.. . . . . . . . . s 2SI1cUD--A0Ci" ZONE. . . . . . r . . r . 1 C-'G BUSINESS NAME—; CHEVRON SIGN L OCAT ION. . s 15670 SW UPPER BOONES FERRY RD APPtACANT/AGENT a CHEVRON USA PRODUCTS CO BUSINESS TAX NO: �®mt�amaat:nmyeartmmtearmeasx�ra:Metsmme-•rx�.rs^_m:=atmxxm:xstvsas-c�eo:z�=rnera.-rte:�a::sam:era:.exca:tra:�rsx:-�-ae- slrN. PE RMANEPJT" �X) FREEG'T nND I NG (Y) FREEWAY ( > 'TEMPORARY ( ) FALL t ) ELECTRONIC ( ) OTEJER ( ) BILLBOARD t ) SALLCON ( ) SIGN UIME:NGIONS. . . . . . 1 5' 7" X 12' B" TOTAL. SIGN ARE=A. . . . . . : 70 sq. ft. WALL AREA. . . . . . . . . . . . . 0 sq, ft. WALL. F"ACE (DIRECTION) : E GIGN HEIGHT. . . . . . . . . . : 20 ft. PROJECTION FROM WALL. s 0 in. ILLUMINATION. . . . . . . . . I NT DESCRIPTION OF SIGNa Installing one frPestaliding sign MATERIALS. . . . . . . . . . . . : ALUM/PLASTIC EXISTING SIGNS. . . . . . . : 1 ELFC;TRICAL PERMIT REQUIRE--.[).' Y BUILDING PERMIT REQUIRED. . c Y ADMINISTRATIVE: EXCEPTIONS. : N/A PERMIT FEE s 4 35. 00 APPROVED BY : PERM I T rEE= S 1 bNA T JR* DATE: 05,107/96 MECHANICAL CITY OF T I GARD 1 1 E.R t",I COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . MEC95- 13125 SW Halt Blvd Tigard,Oregon 9722398199 (503)639.4171 I)r4Tr,- PPRICEL. ,C,70 SW ur,,_,. R U.r% ZONING.- LOT. . . . . . . . . . . . ASG Of` WORK. -ALT rLOOP ruRN. . . EvnP -v: i, UNI- HEATERS. - I VENT I.AN'"'. . .f Or JCC. . . . :COM L VCI',IT �--('ITEM7;, 171 "A-' rtIi —, Wirt PPPL:V Qi BOILERS/COMPPESt*10RC� HOOD';. . . . . . . DOMCC. INCIN: TYPE' 3-15 HP. COMML. INCINi 0 -30 Hr-,. . . . 0 pr-Prl I R UNIT`". : INPUT 0, STU 15 30-50 Hr*.. . . . . 0 WOOD'-'TOVES. . t-121 cl 0 DrAycps. . dF PrIZESSUPr- TO OTHCR UNITS. UNITS Falb HANDLINC, UNT 10011, ruTU- 1 0000 URN BTU , 1 M t ij_irjcjD OR 17Z'4t" 216. 25 TOTOL 'V " L711 0'* Z 2 0 37;* PEQUIRED INSPECTIOW1 i,j is issued a.ujfCt to the rt0uj&tior5 ccntjined in the .1jard'Punicipal "Ade, State -f OM Specialty Codes and all other ppjic&bjj laps. All work will be done in accordance With '-i real IjjspPctiur; ,pprov#d plans. This perait will expire if work is not started within IN days of issuance, or if ourk is suspended for sort tA6jj-j) (1A(k K4,flvad ----------- _..: +.SIM,WrYW..r;:.�u�.Y4u,r+�dWtlrifM �+0.�aW�WYN�`lWi1W �.,�r 74 Jam' FMAN MECHANICAL PERM Plank . #` Pj G-�qC_ City cif Tigard TION Permit #/ -'� ' �PPLICA- = r �/� 13126 SW Hall Blvd. � \tl � Tigard, OR 97223 (503) 639-•4171 — .`.„u..«,c «. [Do SCr peon Table 3A Mechanical Code QTY PRICE AMT Job '-,~ U k% . 7�C 5+ 1) Permit Fee -0- -0- 10.00 Address ”' (/r 2) Supplemental Permit 3.00 S2 G �Je '`1-1C,&4 ...r w ace to 100,000 " 1) incl. duds 8 vents 6 00 r r �� 1�• w.,aAd&.. Furnace 100,0W f 2) incl. duds 8 vents 7.50 Owner � oor -urnance . 3) incl, vent 6.00 — , u,aen ed heater,wall heater 4) or floor mounted heater - _6.00 _ ... vent not me. in � 3An, occupant 5, appliances permit —'�epa.r of heating, refng. 6) coolinq,absorption unit 6.00 .M � Boiler or comp, heat pump, air conF— 7) to 3 HP absorp unit to 100K BTU 6.00 «� 1� E iter or comp. heat pump, ar condi Mr.p 11.00 8) 3-1`.i HP absorp unit to 500K BTU Contractor er or comp, eat pump, air cond. 9) 15.30 HF absorp unit.5.1 mil BTU 15.00 eau 6w-��,Na u a. oder or comp, heat pump, err Gond. -714 10) 30-50 HP absorp unit 1-1.75 mil BTU 22 50 er or comp, heat pump, a!r cond. ereby ac tow edge at ave rea rs appTcabon,t at e 1 Flp absorp unit 1.75 mil B1U 31.50 information given is correct,that I am the(3wner or authorized agent ) of the owner,that plans submitted are in compliance with State Air handlIN Will to 4.50 laws,that I am registered with the -0 Contractor's Board, 12) 10,000 CFM _ -77 that the number given is correct. (If exempt from State registration, 13) 0 WO CTM+-w ing n t 7.`J please give reason below _ _ Non porL3bla 14) evaporate cooler 4.50 -—� eat n conn�-- 15) to a single dud ^� 3.00 — venblabon system not ��, '1IL1' 16) included in appliance permit 4.50 - .....,e.« vow -,70M---,.,V-3.6y__e 17) mechani�l exhaust 4.SU --�-----�--t :ummerci l o— r t�dustnal eSrxrbe work new ..-on alteration re pair gn m .19 to be done residential til non-residential t0 'O' b�incinerator -- te. w stove,water Ezrsting use Of 1.1) heater,solar,clothes dryers,etc. 4.50 boding or property --- ----- Proposed use of 20) Gas piping one to four outlets 2.00 building or property ------ 21) More than 4-per outlet Type of fuel -of natural gas O LPG O eledfic Q — OfICk Minimum Fee$25.00 SUBTOTAL_ PERMITS BECOME VOID IF WORK OR CONSTRUCTION 1 'P AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE �_ - IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME f PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED. TOTAL Special Conditions �' ' 1' C 1 Date issued by ., �,_..w:'w1f41L.YFeM.N� usWv.rYh,w rurew.+«.w...rrw„w..�uww,�.�aNnr mur,wo...,rw.r..W • `w""•'�•�•'•,a 12-Y.:-1 X95 8:37At1 FROF1 SUNSETFUEL S032340380 �' P.2 160 1 i n W sai oO 1�" Lt. ui cl1�d � I w` N CL u S . � J I January 25, 1996, (OREGON F TIGARD Sunset Fuel P.O. Box 42287 Portland, OR 97242 Re : CHEVRON STATIOP? 15670 S .W Upper Boones Ferry Road PC12-59C MEC95-0443 The plans and specifications have been revie�ied for conformity to applicable codes . Please submit three (3) sets of revised plans and specifications incorporating the following requi_iements : Fire and Life Safety Provide the manufacturer' s specif ications which shall include : Weight [OSSC, Section 2336 (a.) ] BTU/combustion air requirements . Support/hangers of noncombustible material D. Venting requirements d✓ �V � .r E. Clearances to combustible material F. Fuel .,ource/storage area U Provide a building cross-section, a site plan, and des=.')t the use of the area of application. Provide an engineer' s analysis of the building' s structural components supporting the weight of the unit (OSSC, Section 302 (b) ) . If you wish to discuss any of these items, please give me a call . Sincerely, James Funk Plans Examiner mec95 0443\pc12 59r Iry 13125 SV Hall Blvd, Tigard, Of. 97223 (503) 639-4171 TDD (503) 684-2772 CITYOF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT CWO-FTWA RD I 1126 SW Hell Blvd. P.O.Box 23397,Tlg&M,Oregon 97223(600)6324176 PLUMBING PLRMI*T PERMIT' #. . . . . . . : PLM93-0006 639-4171 DATE ISSUED: 01/07/93 SITE ODDHESS. . . : 15670 SW UPPER BOONEb FLRRY RD PARCEL: 281 12L)D-0080171 SUBDIVISION. . . . : ZONING: C-G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . I --1----------I--------- -- -------- I. I LLASS OF WORK. . -.ALT - --GARBAGE DISPOSALS. . ' MOBILE HOME SPACES. 1 TYPE OF USE. . . . :COW WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . tBR FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . I STORIES. . . . . . . . : WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . : FIXTURES---__-----____ LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . . GREASE 'TRAPS. . . . . . . : ,3 URINALS. . . . . . . . . . . . . LAVATORIES. . . . . : OTHER FIXTURES. . . . . : SEWER LINE (ft) . . . . : WATER CLOSETS. . : WATER LINE (ft) . . . . : 13 DISHWASHERS. . . . .. RAIN DRAIN (ft ) . . . . Hemerks : REPLACE 131 OF WATER LINE Owner: FEES CHEVRON USA, INC. type amount by date recpt P. O. BOX 220 PRMT $ 25. 00 Jl-1 01/1117/93 - 5PCI $ 1. 25 JH 01/07/91-5 - SEATLE WA 98111 Phone #s 206-628--5266 Contractor- DE TEMPLE (1-0 ,L951 NW OVERTON ST PORTLAND OR 97209 --------------------------------- Phone #: $ 26. 25 TOTAL Reg #. . o 02510 ------- REUUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Top-out Insp Tigard Municipal Code, State of 0". Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is susoond@d for more than 18@ days. i--ermittee SiUnature : Isst-ted Sv- Call for inspection 639-4175 CITYOFTIFARDPLAN CHECK APPLICATION CCffM*YT4� PLAN CHECK DCOMMUNITY DEVELOPMENT DEPARTMENTPERMIT12125SW HaBNd P.o.Ea=2JJ47.719W,Oregm SM27(609)6304175 — DATE ISSUED JOB ADDRESS: �!r' 0) 5lc�t. iE�!) TAX MAP/LOT SLAB: LOT: LAND USE: VALUATION: . ea SETBACKS: FRONT: REAR: LEFT:_ RIGHT: WORK CLASS: HEIGHT: TOTAL AREA: USE TYPE: FLOOR LOAD: 1ST: CONSTR TYPE: HEAT TYPE: 2ND: OCCUP GROUP: DWELL/UNITS: 3RD: OCCUP LOAD: r NO BEDROOMS: BASEMENT: NO STORIES: NO BATHS: GARAGE: IMP SU^''ACE: APPROVALS REWD SPECIAL NOTES ITEMS REQUIRED PLANNING: — REISSUE 3F: LIST SUBCONTRACTORS: r ENGINEERING: LAST REISSUE: BUS TAX: FIRE DEPT. : FLOOD PLAIN/ CALCULATIONS: _ OTHER: _ — SEN LND.: TRUSS DETAILS: _ —' PARKING PLAN: LANDSCAPE PLAN: PLAN CHECK BY: ^ - OTHER: COMMENTS:—/t'n :��., C CL r wu cr 15L-1 ACCT DESCRIPTION AMOUNT OWNER 10-432 Building Permit Fees 3% NAME:_ ��_ 10-431-600 Plumbing Permit Fres 1.]�!Qti ADDRESS:J 7o _ 10-431.-601 Mechanical Permit Fees 10-•230-501 State Building Tax (5X) �� I (0 3 10-433 Plans Check Fee 13 _ PHONE: 30-443 Sewer Connection (20X) 30-202 Sewer Connection (80x) _ CONTRACTOR ���, 30-444 Sewer Inspection_ - NAME: 1 •� __ .�., • _ .51-448 Street System Dev. Charge (SDCi ADDRESS: » A /. �(u�rs//� '52-449-610 Parks t System Dev. Charge (PDC) �'�i1-r 52-449-620 Parks II System Dev. Charge (PDC) 31-450 Storm Dreinage Syst Dev Chrg(SSDC) PHONE: UZ .5 a 1/ 10-230-505 TRFD (951 ) r 2 10-435 TRFD (SX) -6s ARCH/ENGINEER C .K-��= 10-230-506 Washington County Fire 01 (95x) 3 NAME: 10-435 Washington County Fire Al (5X) f ADDRESS: _7 Y"' 10-220 Amart/Wedgewood M �? &.1 d 9 �? a TOTAL PHONE: 2 3 G - !o ooy � PREPAID j REC / BALkNCE DUE We, ,'LICANT SIGNATURE Received IW Daae Received: CITYOFTIGORD PLAN CHECK APPLICATION Cffy COMMUNITY DEVELOPMENT DEP/1FMAENT cant okV= P CHECK // c ,i, Anr►�rewe eA.tte.ma.n�+a+o�+�+�t�1 +��s PERMIT DATE ISSUED JOB ADDRESS: 1� ��. � �_Y,y��,l�� , A / TAX NAP/LOT SUB: IAT: __ LAND USE: VALUATION: -2, 6-e-d _ SETBACKS: FRONT: REAR: LEFT: RIGHT: WORK CLASS: HEIGHT: TOTAL AREA: USE TYPE: 760^7, FLOOR LOAD: 1ST: CONSTR TYPE: HEAT TYPE: 2ND: OCCUP GROUP: DWELL/UNITS: 3RD: OCCUP LOAD: NO BEDROOMS: BASEMENT: NO STORIES: --fir--- NO BATHS: GARAGE: T IMP SURFACE: APPROVALS RPQ'D(," , SPECIAL NOTES ITFMS REQUIRED : PLANNING ' �' REISSUE OF: LIST SUBCONTRACTORS: ENGINEERING: ' LAST REISSUE: BUS TAR: _ FIRE DEPT. : FLOOD PIAIN/ CALCULATIONS: OTHER: SEN LND. : TRUSS DETAILS: PARKING PLAN: _ LANDSCAPE PLAN: PIAN CHECK BY: OTHER: COMKV%"fS: --�-- ACCT f � DE§CRIPTXONAmUNT OWNER 10-432 Building Permit Fees 32 MANX: ,J 10••431-600 Plumbing Permit Fees ADDRESS! 10-431-601 Mechanical Permit Fees -- u Ac_n_ C)c 10-230--501 State Building Tax (5X) �_ f� C, 3 1.0-433 Plane Check Fee 30-443 Sewer Connection (20X) 30-2.02 Sewer Connection (80X) OONTRACTDR 30-1,44 Sewer Inspection ANE: ,- r .51-449 Street System Dev. Charge (SDC)' 9! �- ,,/. �os5 '52-449•-610 Parke I Systtam Dev. Charge (PDC) / TZ.r�.Q. p� y .2.?� 52-449- 620 Parke II System Dev. Charge (PDC) 3� 31-450 Storm Drainage Syst Dev Chrg(SSDC) s �_ PHONE: _; 5.3�!/ 10--230-505 TRFD (951) 10•-435 TRFD (5X) _ 1� ARCH/ENGINEER Coy 10-230--506 Washington County Fire 01 (95x) ^ NAN$; „�,% f,.�.,,� _ _ 10-435 Waahington County Fire Al (52) ADDRESS: 2 1` 2 ''� — 10-220 Amart/Wedgewood �! _ TOTAL PHONE: � 2. � G .- (o ooh PREPAID REC -_,�a0b BALANCE DUE. A. PL CA SIGNATURE Received By: Date Received: �� INSPECTION NOTICE City of Tigard Building Departsent 13125 SN Ball Blvd. Tigard, oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 I n spec t icn:_-� — ------""'— i Footing P)hq. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALt Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb• Plbg. Underfloor Water LinaSS Gyp. Bd. -Hoch. ` �. > / Timet Ali PM Dote Requosted:_� AddreAe: �`' ti, P�`mt C�33 Do 012 Builder:- THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: --. — --.--- Data: -/ 3 ip APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE ✓7C'-- Call For Relnnp. INSPECTION NOTICE City of Tigard Building Departiment 13125 BW Ball Bled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspect Lon: r�� -- Footing PIN. Underslab Mach. Rough-in Appr/Pdwlk Found. PIN. Top Out Gaa Line FINAL- Pont/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. PIN. Underfloor Water Linef ) Gyp. Rd. -Mach. Date Requested: 1 7, [ •� _TLme/�.:ry�� _ AM PM Address:,".5-161 ./C_j T71s' r�mlt it Builder: o --- THE FOLLOWING CORRECTIONS ARE REQUIRED: Inepectart � �---..-_ --- Dater_/� APPROVED DISAPPROVED �:ROVRD SUBJECT TO ABOVE '7Z Call For Roinnp. rJIJ1 10 WASHINGTON C0UNTY FIRE DISTRICT" NO. 1 206.5 S W. Blanton St. • Aloha, Oregon 97007 • 503/649-8577 i I I November 11 , 1987 Becker compnny 2345 N. Ross Aventie Port l.lnd. OR 97227 Gentlrnlel►, RE: Raitsinn canopy at chevron Station 15670 S.W. boones Ferry Rand, Tig:lyd Tile plans have (leen reviewed for your proposed raising of the cnnupy At the C:hrvrun stntion. We find these pinns to meet the intent uf the fire erode. Iluwrver, we would like to remind you that slioulcl any r_uttiup or wplditir he done in I:his ntea, nll tans pt+ltipillp, oper9tluns "Iftst Ile shut down as well as all. velli pipes sealed to prevent 911 possible me ur sl+nric and the fe-lilting ignition of E;neaolille fumes. As you are well nw9r(?, the cnnupy must hr_ of tu:+ticr+mhustibla matprials (metal) as lnrlicrlteci 1n y"141 I,i<alls, 'Cite Ir,+rs which indicate "NO SMOKING, TURN ENGINE Orr !mist: hr- Tepheit i rl, wk, would like to further iltSiRt than- a f1na1 insF +r+.t.l.rnt be coridll •ted by this office upon completion so than we moy approve the work insufnr as fire L-ories ni-e concerned and also to rlefll- the recortt. If I can be of any further nssi.gtoticp. to yvu, l+lhclst± feel free to call me nt 649-8577. S Illcerely, 14ASIIINGTON COUNTY rIRr•, DISTRICT No. I N- JJ .�- Gene Il i l chi l l Plans Examiner s5h cc; Dnvi+l I:it"ulvi Tilt+ll,l Duildillp, Ilept Distt ic•t 411sl++t0 ur t �t STOP Flti[S— !_A.VES LIVES HEAT EXCHANGER kSTRONG. M ■ I Ieavy duty with a ceramic fiber combustion and t0r t r chamber for reliable heating efficiencies acoy 9 `- CABINET ■ 1 oil-faced high density fiberglass insulation reduces heat loss and noise ■ bugged corrosion-resistant steel with powder paint finish protects components and helps assure long life BLOWER ■ glide-out design with quick plug-in wiring ■ ISpeed PSC prelubricated motors with healed bearings for low maintenance, maximum efficiency, and trouble-free performance ■ Dynamically balanced blower with resilient motor mounts for smooth and quiet operation LH F BURNER ■ High duality Beckett Flame Retention burner for _ efficient combustion ■ Riello burner options I �. I �•�• ■ High efficiency blower wheel for high static pressure firing i Air turbo injector channels combustion air for smoother starts CONTROLS ■ Headily available trade components ■ 40 VA transformer ■ Color coded wiring for easy service ■ Transformer package and cooling fan relay are factory wired for easy add-on cooling installation VENTING ■ standard barometric, damper ■ Optional sidewall vent kit INSTALLATION ■ 1']dory wired 0 Ynnck nuts for suspended application ACCESSORIES ■ Combustible floor kit ■ Cleanout brush kit ■ Vestibule kit ■ Coil adapter WARRANTY • I united life-trine on heat exchanger ■ Five year limited on all parts T T EFFl RATING ma � CaERT,FIED TIFIED Certified for Canada r Model Number Guide L-Oil W Revision Code OF Upflow Blank-Beckett Burner HF-Horizontal/Counterflow Front Flue r R-Riello Burner BR-Basement Rear Flue ti BF-Basement Front Flue CFM x 1000 80-80%AFUE D-Direct Drive A-Series Nominal Output 95-95,000 BTUH Physical & Electric Max Time. N, Weight Morlot Nonle Sip, IM01) ROO (I'M Cooling- 01"i h/ kmAi�i m (V A F1LHF80A84/95DI2 .85GPH-80"B 105,000 815'000 81% 2.0-3.0 8" 115/1/fi0 15 4022575GPH-80"B119,000 97,0008501.80"B 140,000 113,00012/125020 100GPH-80"B 154,000 125,000 81% 3.0-5.0 8' 115/1/80 15 40 285 Nein All ni�uh 1', 1r III-1 e.Ih.1 19;1(1 1 1,1014,P11",.j- Blower Performance Hulls 1,410 1,400 1,330 1,780 1,180 LHF80A84/95D17 1/2 10x10 5545" Med 1,380 1,300 1,230 1,160 1,085 low 1,070 1,040' 1,070' 980' 970' High 1,950 1,920 1,900 1,870 1,780 LHF80A117/125D20 3/4 12 x 9 50"80" I Med 1,700 1.650 1,600 1,90 1,500 Luw 1,340` 1.300'_ 1,710" __1,220' 1170' Not reconuneedod for heating lemperatuie ese maybe uutsute acceptable range Accessories Used Willi Kit Numly(I-I Combustible Floor Base LHF84/95 ABM[5f ',1 1 Combustible Floor Base LHF112/125 AHASE538-1 Clean Brush Out Kit All models ABRSH380-3 Vestibule Kit LHF84/95 AVEST547-1 Vestibule Kit LHF112/12E AVEST548-1 Filter Kit LHF84/95 AFILT535-1 Filter Kit LHF112/125 AFILT536-1 Tjerlund Side Wall Vent Kit All models ASVNT9,22 Field Controls Side Wall Vent Kit All models i ASVNT523 Evaporator Coil Adaptor LlIF04/95 to CAC30W,42 AOAPT469-1 Evaporator Coil Adaptor LHF112/125 to CAC42 ADAPT470-1 Evaporator Coil Adaptor LHF112/125 to CAC48,60 _ _ADAP[411 1_ _ Dimensions (in.) ILHF80A84/950112 59120 11201/2 18 1/4181/4 11/4 11/4 18 1E 11/4 11/4 3211"2 3 53 3 141/2 LPROA112/125D20 159 231/2t23 1/2 1211/4 21 1/4 1 1/4 1 1/4 21 2111 1/4 1 1/4 321;2 1173/71L 3 53 4 3/4 141/2 Clearances (in.) Horizontal Position R_Knockoutefor euependingf.l) �—rt P P - --Q- 111FBOA84/95012 124 1 1 1 1 r` ]— — — LHF80A112/12502 24 1 1 7 1 [flk- Top � A L �! ► �F --o — N K ►, 4 EC Flue ripe Supply Return opening Front Oprning Counterflc w Position •. LH[B0A84/95012 24 1 1 7 1 H LHF80A112/12502 24 1 1 7 1 Return Opening 1. I - J - �I���l i r V 11" M 111 All specifications are subject to change 'vithout notice. V A A ARMSTRONG. '"spin Ori<nlna Air Conditioning inc:, A IENNC!Inlemenonel kv.con k"y 421 Monroe Street • Bellevue, OH 44811 (419)483-4840 I firm MALHf811100(7195) ®Armstrong Air Conditioning Inc.1995 Printed in U S A. _ : ". •�.! '..w, - '. .S,W. :..4N ,.,, ._yIi .'f + . I. '�;. • i? l.•. _ • ,:Y .�: 4:.,L 1 2 3 4 1b td 7F r a . '�` t' ii 1Ci 11 12 13 t 14 '" °' 15 ld 4 17 1ttl • _ SIGN AREA CALCULATIONS ''.DRAWING INDEX •� yk ..t..1�rx ��I<�f'".1 1e, �� � °i i � �3 �+.y,` .lam � x k. .. �♦ `; ;9 .1"'ti ,T1 a .ny,•.0«� °t,`� M1y' •� �;r'f•'.`.]�. a: �r F4„r°• ° y • w - M . EXItiTWQ BKM TO BE REMOVED � >.. ... ►t w, ., . r S,i,N I IN Fr- I F 1 AREA NAL SITE PLAN ELEVATIONS I 1 •r 54. IU.uM'- P i I " I Y I AREA - FREESTANDING , -N ', i. Q SIGN TYPE FT INATI(Nl LXFM E 4 LEVEL III SPANNER 5 LOGO SIGNAGE YAM MGM t_ LD SIGN. C-44 (FREESTNDtNG- — 14-5� YES NO 1 145 2 PRICE SIGN- C-44 (FREESTNUING 17 7 YES NO 1 17.0 L 004E!Ii�CANOPY AREA 810N8- T w - ----- -T_ L 3 LOGO ON LIGHTED BOX F 3 YE_5 NO 2 126 . 4 DIRECTIONAL_ SIGN ON GUARD POSTS 06 _N_0 YES 4 -' 5 PUMP TOPPERS ON DISPENSERS 1 6 NO N_0 6 96 - TOTAL NON-EXEMPT SIGN SOUARE DOTAGE TO BE REMOVED- - %7 K EXl3TfNG1SKM K TO REMAN SIGN INTER- A'2EA NAL SG l ILLUM-- TOTAI_ ISICN TYPE' FT INA TION EXEMPT OTY AREA YAM ts";>A — _ _ PROJECT DESCRIPTION 6 I U SIGN C-200 HIGH RISE) 3. O 0 YES N0�- 31.0 0 CANOPY ARt3AW _.. ----- -- ---- ----- ---- --- ------- - - -- -- -- J �\ 7 "Chevron" ON CANOPY -^ 79 NO NO 1 7.9 J 4Q" w A3 45' slow25.0' \ - W" — sI` SPANNERS ABOVE DISPENSERS % % • 9 "Auto Service" 194 NC - NO .- _J1 19.4 a SIGNAGE. 237 0 -_- --- - -- -- / I---;- - - TOTAL NON-EXEMPT SIGN SQUARE fGGTAI;;E -TO REMAIN; 347.3 - NEW 0 - - - ° SIGN INTER- ` AREA NAL r I SQ. ILLUI,I- TOTAL o S sh:;N TYPE FT INA!'ION EXEMPT I QTY. AREA `T LASTING UILD1N� !' ISIS! I ARD tom-- - ?/ 10 1 D SIGN C-RO FREESTANDING) 35 4 YES NO t �35 4 1 I " 11 PRICE SIGN- C-�:!1 FREESTANDING 35.4 YES NO 1 354 c� I 10 HI,,H "Restroorns" \ --- y� DECAL, SEE SHEET 2 DIB �Z CANOPY AfrA AAIB J tea, 12 LOGO ON CAN01 Y 26 YES NO t 26 Q —_ -------------- ----------__-- _` 13 LOGO ON SPANNER 1.9 NO NO 4 _-7 6 --- --- —^ -- -- "- �' 14 DIRECTIGNAL SIGN ON SPANNER 0.6 NO NO 4 2.4 ----- ------ POS FRAME, c^ SEE SHEET 2 BIJLtAdO X19 �--- ------------------ - 14" HIGH "Snocks" BLUE DECAL. , EXISTING C-200 HIGH R15E EXISTING "Auto Service" 1 SEE SHEC . 15 �� O 1` I.-Snacks" - 6.1 NC 0 1 6.t I DECAL TO REMAIN \ '� \ 16 P O S FRAME ON BUILDING 9 0 NO NO 1 go SIGN TO REMAIN MINI 17 "Restrooms" 4.7 NO NO t 4.7 6 '� ♦ 2 t --- EXISTING DISPENSER - '—�- TO REMAIN /1 D 1 A"'%, I P O 5 U I I T YP OF 61 \ F I F 2 - - TOTAL NON-EXEMPT SIGN SQUARE FOOTnGE TO BE ADDED: 10112 t p II MINI I \ _ �i �...... ...................... * .................. EXISTING PUMP TOPPER'-' \ Co11Qfti0ri1811V APPMV811 .. .. in, ................ TO BE REMOVED Pr_�ttwalT NGFor only tho` � ,. ���� '� �' ��/ (TYP. OF 6) ` :FCr;:GtF!.................. 1 seehclnm r" -DIRECTIONAL SIGN ON \ art 3Gh (E) CANOPY I SPANNER, SEE SHEET 2 TYP OF 4 l �\~/ (F) LIGHTED E30X MINI TO BE REMOVED -�--� ©0 t 9 B 7 I ------EXISTING EXISTING DIRECTIONAL SIGN • /� ON GUARDPOSTS C-59 POLE 10 SIGN IL I � �1 I � 0-p- SEE 01.E u �O PE�E4�VED 0 BE PRICE SIGN OVED -- �LEVEL III SPANNER, lLT t; I\ . �}�j:i1��SHEETS 2 AND 4 MINI C4J 1 2 (TYP. OF 2) 1 / �'*-� EXISTING "Chevron" WORDMARK ' CHEVRON LOGO ON F DECAL TO REMAIN ar SPANNER (TYP OF 4) J (TYP. OF' 2) o I`2 39.5' 7 �� � ram . �� 2C 00' S OEt' 26' 40" E 130.00' _ 235 0' — IGH 60 POLE D SIGN HW PRICE -SIGN, SEEE SHEET 3 INTERNALE'( ILLUMINATED C-20 LOGO, SEE SHEETS 2 AND 5 CONNECT TO (E) POLE SIGN CIR! 11 CONNECT TO SPARE CIRCUIT OR PRO E 20 I n NEwvIDRCUITAMP BREAKER FOR MAA:"; DAT! P&MV�BIU� Y�MTf/11.. v 0 ��, SITE FLAN PAVED ROADWAY ~-. r,� . ��. E�z_ v ��uQ.Q &j C ` , , 9-1411 15670 SW UPPER BOONES PERRY ROAD LAKE OSWEIG,O, OR N I � Chevmn ® Northwest Region B 12 ROBERT H. LEE & ASSOCIATES, INC. 1137 NORTH McDOWELL BOl1LEVARD PE-tALUMA CA. 94954 (707) 765•-1660 JOHN W. JOHNSON, ARCHITECT JAMES H RAY, CIVIL ENGINFER �p�� p",_ "" MTIL^L, 0•A'M DATE 22MAR96 N1� FIT r O �i J 20 30 40 PRELIMINARY — PLANNING^— --- OR H r N -- ---- - Ch STfC1_ FlID BLDG �'ERIAIT— A1,r%R ANERAL B10 RHI. 8169.20 O PERMIT REV'S z CONSTRVCTION S•+fe T C� 15670 SW Upper Boones Fry Rd SCALE: 1���1 0'-0�� Do net use Browing 2 1 of 11 for construction unless Inil Ir►d O 1 2 4 b b T r9 10 11 12 t� 14 15 : � 13' is `.. ..+mrrs+I.MM... , NLMK^iP.^'+iMNlA'IR�i�O'Y'^¢' •.#F+ .... _ +E�11YAsti. �y,...y,pM•M.:.J. rWw�c. ... _. ..w,`!nrvlsarr.w.a,wa>ww,+..v..q.r+.w.,..Au..,.-,.r.w..w►MM.•nwwh.+w.r.Flo,Ar.i.•.arws++c..wat..�.• fU1rNw....+..-.«..�►�.�wW _ IF THIS DOCUMENT IS LESS 1�f(II(Illlllll IIIIIII IIIII�I IIIIIII III�I III III 1111i�T 1�11flTlllll I l�lir�t r�11111 IIIIIII III I VIII III Ililllllllllrjt 1111 1 T1111 1�1 IIIIIII 1111111 IIIIIII 11111 LFGIBLF THAN THIS NOTATToN I ] I L 1 4 I I 1 6 I I l I I �0 I it - 1 _ -- _ __ --_l ____ l __�_ - � ____ ��_ -__ 4 _ �____ _-_N At QoIT IS UUF TO THF QUALI'1Y OF �u ��l [ (� THE ORIGINAL DOCUMENT. No 9e £ 8Z 8�Z L��Z 9Z 4Z TZ £L S iZ OZ 8i Bi I �I 9I 4t bTI £1 Ti Tt ai �8 �8 L 19 9 r1' T£ Z T��u1� VIII IIII�IIII IIII IIIIIIIII1IIIIIIIII illl�llll�lllllllll IIIIIIIII IIIIIIIII�IIIIIIIII IIII�illl IIII�IIII�IIII�IIII�IIII�IIIIIIII�I IIII�I!IIIIIII�IIIIIIIII ��IIIIIII���1►I11���liii iiii��ii�lllilll�ll�lll�lllllllll ii� iiii��iiiliiii�,�li�iiii�illillui�lnilllli�ini 1 2 1 3 1 4 A 5 10 11 12 1 13 1 14 15 18 17 "a fNY ' ,4` :,.. * "i.". .Z°ro,"�✓. h t`rf•N�,r l 9R - C ,l '7Q� . cOLO R Lxw. i v SR DE TA! VA /D / / L5/ELF TE/COLOFtLGb M _ _______. _----------. --- - --- -- - - -- � 44' � OFF-WHITE 740) M " �<<� BLUE (8070) LIGHT GkFr (GY450) _... _..—.-.._- ALIGN W/ BUTTON OF 'Cnevrpn" WORDMARK EXISTING CANOPY - - - ` ^ crn I r _ , .� 4� + DARK GRAY (GY210) - `~ A� l -- --- C-20 PLACARD MOUNT HALLMARK o �l �� RED (RE36G) V I ��� _ I i ---- AREAS ({ x w) 145' x 1 67' - 2 4 SO FT, WHITE (WH83:i) IEXISTING 16 " HIGH "Chevron" WHITE DECAL L k TO REMAIN (TYP. OF 2) �( AREA. (I x w) - 5 83' x 1 33' - 7 8 SO FT. A/`X x`" �,'!` L N 1'-3" 1 {� 3'-6 i 6, EXISTING 12'-2 1/2" X 3'-6" r I ----LEVEL III SPANNE? LIGHTED BOX TO BE REMOVED - _—�� (TYP OF 2) CHLVRJN LOGO DECAL, --- ip / Olt (DCL #159). AREA: (I x w) m — I �w '�, - --END CAP (TYP. OF 4) 1.25' x 15' = 1 9 S�? FT ' N I _. _ I --- MODE. OF SERVICE OIRECTIONAI. SIGN I EXISTING 12'-2 1/2" X 3'-6" -{l� WITH 6" HIGH DARK GRAY LETTERS LIGHTED BOX TO BE REMOVED (TYP. OF 4) + K I �� OF DECAL. AND SPANNER END CAP (TYP ) K - Ey.:STING DIScENSEF', (TYP ) .J ri I _ -------- -- E X15IIN(, �.:'>F'[NSLF; (' i YP ) a ® A 9 I 1 2'"3" I , J TYP uP.LCIrLAT1UN FRONT CANQPY ,y�TIQj�_(FRONT) ' J 1 � _- 6ALCULATIOfy-_ SIDE CANOPY ELEyATIUN (FRON7� AREA (I x w) 4REA (i x w) CANOPY (21.0' x 2.75') = 57.75 SO FT. CANOPY 44 U' x 2.75' = 721.00 50 FT. { FRONT CANOPY ELEVATION COLUMNS: A ION UPPER PORTION (0 83' x 4.75') = 394 SO. FT COLUMNS: , (LOWER PORTION (0.83' x 7 5) � 6.23 SO FT. (UPPER PORTION) 08 83' x 4.75' Y 2 � 7 9E1 50 FT. SPANNER (0.83'12.00' x 2.75 = 33.00 S0. FT. SIDE 1 —r- lt_GwER PC�iTION) 0.83' x 3.25' y 2 - 540 50 FT. DISPENSERS (2 25' x 4 25'))x 3 28.69 SO FT R C ANOPY ELEVATION ION SPANNER 3.00 x 2.75' x 2 T 16.50 SO FT. I 129.61 SA FT. �✓ OISPENSER5 (t 50' x 4 25' x 2 � 12.75 S0 FT , 16353 SO. FT. ff -i- _x 0 15 x 0.15 I 19.44 SO. F T. 24.5 ALSO. FT LOWED j ALLOWED H I H� CANOPY ELEVATIONS 71'-0" (OVERALL FASCIA LENGTH) 10'-4" EXISTING 16" HIGH "Auto Service" BLUE DECAL TO REMAIN I i AREA (Ixw) _ (1033' x1.33') : 13.74 Q ri 4 I `o. o I 5'-3" `~ W (S o 8,14FV 09 oD ¢ DSIGN OUR AN if 11 F -� I `--_- - -- -J I -_ I 1 14" HIGH "Snacks" BLUE cam' Fm - �-- --- -- I _____ W I DECAL (DCL. #459) a if AREAIxSMOOTH )ET '5.25'NxL1 17')It Q i ---� I ! _-.�h �I----- - -.__ _ � � / � 6.10 SO FT 10" HIGH "Restroorns" BLUE I DECAL. (DCL #464) I �— 5 -7" I ON WHITE METAL PANEL I I AREA (I x w) = (5 58' x U 83') �� \\ li II I 4 70 SC FT p I \ - - \ 3'-0" x 3-0" P 0 S. FRAME W/ ~ E ! I CHANGEABLE COPY i I OMA 4'em _�� ___� _- __�,__Il I AREA (I x w) = (3' x 3') 9 SO. FT. lmmmmmmmmm� rAL5,ULAjI0N____FRONT BUILDING J.�J1QN QALQULATION: FRONT BUILaN _OVATION AREA AREA FASCIA 1 x wl(65 5' x 2 75') - 180 13 SO FT FASCIA x w} Y FRONTRIGHT SIDE ---- A BUILDING 62.5' x 11.5') = 718 75 S0 FL CB , 6UILDING (32 00' x 11 5') 88 U0 SO FT (26.00' x 11 5) = 299 00 �0 FT - - 8".88 S©. FT 3-77 00 SI) FT x 0.15 x 0.15 - - -- ------ -- Q 13483 SA FT, ALLOWED 55 5 ALLOWED D ! Di BUILDING ELEVATIONS _ _�_ �__ ___ ��_—_ _ I 00 11AAi�tK C�AT'M F,1�NIHK7t'Vt3 v ELEVATIONS N O C 9-14n 1 15670 SW UPPER BOONES FERRY ROAD LAKE OSWEGO, OR { r� a aA hevron B Northwest Region B R�ER r"" H. LEE & ASSOCIATES, INC. I _ ;, _ e ,.,'.- ,°a' r.., "' -. 3i._ . ,nar .'i%. r.;.'+..., ARC.'1•#'T!lC71JF� � AL. MRl�VK• S ( 1137 NORTH McDOWELL. EIQULEVAIV' PETALUMA CA 94954 (707) 74'3-1660 Jr)HN W JOHNSON, ARCHITECT JAMES H RAS', CIVIL ENGINEER HELI- FieymW w MmAL_ ovMrm DATE: 22MAR96 C14 PRELIMINARY rri PLAN-- -- FL,aNn!!'vC DR. Nr. STFC'.. END I T A BLRG PERMIT - �- APPR 7 GENERAL 910 RML l 81 d9 20 Z 15670 SW Upper Boones Fry Rd PERMIT REVO r 2of11 � � CONSTRUCTION 4o not true ti orv4nq f'� r construction 1 2 Iunless inig' ed �� e 7 8 S 1107 11 12 13 14 15 1Q 17 1A • •z." r �,'.SlrAac•.Y.[�xirs.!or r»^.a•-n,.sr��•� ai,ac.>x:,Kfn ,�.n,.-.... • .. .....-�•, •. ".,..... ,",,.�„,r,��q,r !/s.r,.,,� �,..w.�. •w�.�rvt+r,��eW�b•fc+"+fr.Fnns.err.w•. .. ..,. ,. ,. ._.. .. 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CHECKED BY Y DATE_ SCALE Footing Dc5iclr) Desi n PEr U4C - Ewrnbedded Pole or PoSt ., g Use QllowaLle laierdl kcarin5re•55ure = 200F / NOM - Gahetrdlned P FN �' `f7 K ulVoleht h X _ - i ' +...«......w.......... see Comput e r A1101Y614b --� U5e (pN e r ern bedded ..............«......•....... ... a - 1'11,n G .... I i n Gl. ' eih orae - «............... Vek_� ............................. .......... 1 ' ............•L•«•r•««..w««••••....•.............x..............................«..........................r.•...........w.•.............,.••......»•r••••.x......p.«»••«....t....«.«....«.........x•.J.............P............................/......................................«...••.•..w.. ................. I ....... .......«xx.».Y..x«......«.»........... ....... ... ..1.......... ........... .......• ..«x«• :..«...«....«••........ 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Title: Chevron 15670 5W Up.boonesFer 400 Mercer St -- Suite 410 Scope: Lake Oswego, Oregon Seattle , Washington Job #: 96165 Voice: (206)298-9818 Designer: S S FAX.- (206)298-9876 Misc: Sign Design 3 �� DESIGN OF' EMBEDDED PULE FOOTINGS Date: 03/26/96 Page; Chevron C-60 Hallmark Sign ---- DESI6N DATA ----- 1 Allow Passive 200.0 psf Max Passive 0.0 psf Load Duration Factor 1.330 Point Load : 3470.0 # Load Height : 17. 19 ft Dist. Load 0.0 plf Start Height : 0.00 ft End Height 0.00 ft Pole Type : Circular Width/Diameter : 36.0 in Surface Restraint ? Free gUMMARY Moments 8 Surface. . . 1 Point Load 61731.3 ft-# Uniform Load 0.0 ft-# igo total Moment 61731.3 ft-# otal Lateral Load 3470.0 # — NON-RESTRAINED RESULTS — Min. Req'd Embedment A(1+(1+4.36h /A)".5)/2 A--2.34P/(S 1 b) : 9.60 ft Press # 1/3 Embed Actual : 851.7 psf Allowable 851.0 psf RESTRAINED RESULTS Min. Req'd Embedment (4.25#Pfh/S3ab)^.5 Pressure I Bottom Actual ; Allowable Surface Restraint Force 15670 SW Upper Boones Fry Rd 6 of 11 V4.483 (c) 1983-95 ENERCALC MARTENS/CHAN, INC., KWO601735 w IF THIS DOCUMENT IS LESS �'= I I I I � � ( I I I I I � TT T T T i I C. ( 1 1 1 1 1 1 i T l I I I 1 1 T ��1 ( T �I -I_�I I I I I 111 1 1 1 1 1 1 T T�� f `T 1 1 l � 1 I � -� _ ^ I I I I I III 111111 111 1 1 1 � 1 TI1 1 1' l T 1 � I. 1 T 1 1 1'1 1 1 1 1 1 1 1 1 l ' I l l l lT �' , I I 1 1 1 IJillliLEGTBLF THAN T}iTS NOTATTUN , 1 I T T T -0 DUE TO THE QUALITY OF ___- _ _ �_� __ 4 _____-- _ I O 'r HF' ORIGINAL DOCUMENT . --. Not 36 9111116 Z 8Z L � 9Z �Z 8Z L TZ 0� 6I 1111 LT 9T 9T fii ET I ZT iT T 6 1 L 9 9 p#► ! S I Z T �]11 IIII II 11I1111111ilk11 ll I 1II �II IIIIIIIIII. ll�lJll it I� I IIIJJ JJIII11J1 11.. IIII IIII�IIII Iilllllll IIIIIIIIIIIIIIIIII IIIIlIIIIill JII! !! lll i F Martens/Chan , Inc . Title: Chevron, 15570 SW Up.BoonesFer 400 Mercer 5L, — Suite 410 Scope: Lake Oswego, Oregon Seattle , Washington Job B: 96165 Voice: (206)298-9818 ANsigner: S S FAX: (206)298"-9816 Misc: Sign Design Date: 03/26/96 Page: �}- S f EEL GOLIJMN BASEPLATE UES IGN C-60 Hallmark Sign None LOAD DATA --- --- i Axial Load : 2.03 k X-X Axis Moment 61.74 k-ft AISC Section Name 1S10x10x1/4 ----- BOLT DATA Bolt Tension Capacity : 32.60 k Bolt Count Per Side : 2 Anchor Bolt Area : 1.227 in Bolt Dist. from PL Edge: 2.00 in - PLATE I SUPPORT BATA - Baseplate Depth 18.00 in Width : 18.00 in Support Area Depth 32.00 in Support Arec Width :32.00 in MATERIAL DATA --- f'c 2500 psi Fy 36 ksi Load Duration Factor 1.33 AISC Section Depth 10.00 in Flange Width 10.00 in Flange Thickness 0.250 in Web Thickness 0.250 in PLATE DESIGN Mtn. Required Thickness: 1.04 in Plate Analysis Met�,od : 1 Tension Force per Bolt : 25.67 k Fearing Stress 1068.33 psi Allow Bearing,. . Per ACI 10. 15 2644.44 k Per AISC 1.5.5 2068.89 psi Max. Plate Capacity for Allovable Bearing.. : 670.32 k PLATE ANALYSIS Actual Plate Thickness 1.375 in Max Allow Plate Fb 35.91 ksi Actual fb 20.61 ksi 15670 SW Upper Boones Fry Rd 7 of 11 V4-4B3 (c) 1983-95 ENERCALC MARFENS/CHAN, INC. , KWO601735 IF THIS DOCUMENT IS LESS I r J�J-Tj III1111111 (1111 I1111111 I1IjI I1111111ITTjT�T 11.1IIT SII I 1 T�1 �l � l 111 IIIIII IIII I III III III Ill ISIT����T1r � I� � I IIIIII ( IIII II 1 I �' I I i i 1711 I 1 1 I LEGIBLE THAN THIS NOTATION , 1T 1S DUE TO THE QUALITY OF —� --- �� THE ORIGINAL DOCUMENT . E 16Z IIII IIII !III IIII II8II ZIIII III I IIII IIII I III IIII III IIII86 4 8 IIIIIII II IIII Inmcul m li IIIIfiIIIT1111III IIII IiIIIII F111111111IIIIIIIIiIIIIIIIIII IIII IIII il 1J11 JOB. c- eey r©n !A& j (MARTENS/CHAN, INC. SHEET NO. Consulting Engineers SEATTLE, WASHINGTON CALCULATED BY -- ---- _ DATE CHECKED BY _ DATE_ SCALE Level ahrer S �4(K NO inf H � k � or�c� d cc v� � � � .. 5trr•� d ure. Or.. Su ort Co� A'4 vt , Su . � PP PP .........................................: ........,...... . s GN ............... �f H . ................................... .......... � .......................... will i l� �.e r`eJ aG w � G� he LeI • ........... t ........:..............:.............r........... .............:.............,........ . e- e , L 1 • W'"a 106J.................. ... ...... ........... r� Ko 110vas. • . _ ...... ... ......... ...................... ..........................................:................ ................... . ............. . .... ......................................... ......... i� A _ ... G�.................... .. ...... . t f. G e �.q a r. ...: ..*............. QOki)(I,�- . L .�. i. I p = �� 4 .� I........... 3 f f ...... ..... .... ... .�... _ � .............*.......... ................... i ..... . DIST[ SIGN ;....... NEIN saw ._..... ....................................a..........................................................:.......................................... ............. ...... .... ........... ...... ......................... EX 1ST, C. x-U M y _.. ....... _ 7. (a� � ...... ......... :............. ...... . ......._ ..... ... . . ...... E.X i s�i S i vt Ff- = (2-4, 31) 3 ' S l�� Z e I �� ) � � 0 3°1 . 32 �._cc e..rrc .1...... �xG� :...t'.r.. 7► .... . S i K �N � �-• 34� z,_75 -O t h ro ut es a laleY�.l W� KA 1Ck';j aroX• . 2L,.ti p p haH �:. ...CX..i -S i vt G e,X i 5 i r ......Sic p or... vHey ,'^ � .. \ r- 7 107 � 4. 35 - . _ _ ... 13-fl - 3b . . :_ Fi I V �0 I Ve- 5uSe Pife- SST .D c.alC, LA �c� {-cr�ioN�eea i.. � � , : . ..: ._....... . PIPE a ... . o �tD - D. D " �.�25 I . D _ ? Slit .1 k ►341� 3S _. a � �� �c M mss,. = p, 3,u„ • C �q ) � _ 7 s , Ilo�,a - (1, = P Lle Rear. 3.3) (o , e+) F Il � To rs i or, 15 tie li , Ve 1 Ex 151 iK cakQ v'Iff ort C.0 luwjq 1,:5 ad occ e �ci 5u or� 15570 SW Upper Boones Fry Rd Ne-w Ve- 1 8 of 11 PROOUCT 204.1(Sin*Sheets)MS•1(PlOW)L'HW�q Inc.Gmm,Mm.01471 To Or*PW TOLL FREE 1'800225-63,0 IF THIS DOCUMENT IS LESS 7'P IT rT ~ -1111 11 T 11 1 f 11 I ( III III 111 11 III t l l I r� 11 r III I I"l 111 I f 11-P1 1 Ti I l 1 ) 1 11111111i1 I I li ll l ! I 1 T 1 1 1 11 1 1 lI T1 1111 1 11 1111 1111 Il III I l i LEGIBLE THAN THIS NOTATION , IT JS DUE TO THE QUALITY OF ------ _ - _ 0 � THE ORIGINAL DOCUMENT . _ _ No.36 ,. (� � -3/ E 69 8Z LZ 9Z Z � Z SZ L TZ OZ 1116 gLI 9I 4 T fI I T 6 L 9 IZ�IIII IlllllllZlIII1I111111111111111III(III 1811111111111111111 IIIIlIIII illlllill IIIIIIIII 111111 � vA 1 � I 13 4 6 d 7 • 0 1D r u 1 111 1t 3/4" PL W/ TACK WELDED HEX NUT AT BACK CALCULATIONS 1/4" CAP It , SEAL WELD " ,-,_- bc 10" OF EACH HOLE. DRILL 1 7/16■ HOLE AT SAME CENTERS N SIGN COLUMN FACE. � - 1%4' EA. VERT. EDGE got MN " 0 11/160 • ' • r r • ' 3/16' FORMED POLYCARBONATE FACE (TYP.) � W ' PERIMETER BACKGROUND GY-210 GREY (OPAQUE) - o L LETTERS - BK-10-S SLACK 5/8 0 A325 W n r- . L ATTACHMENT BOLTS. � � .• r-ANSLUCEN T STRIPE \ _5'-7" (TYP. OF ALL SIGNS) 1 ATTACHMENT DETAIL 2. EL-3711•-S BLUE \ TRANSJCENI STRIPE _-- , RE -3Eo-MO _ - ,'-2 1/2' 1 PLATE DETAIL HALLMARX BACKGROUND + _ NM-835-5 WHITE 1 FOR HALLMARK & LPS l ; K l0 1/4 3/4" Pt W/ LACK WELDED HEX NUT AT BACK K GRAPHICS - WH-835-S OF EACH HOLE. DRILL 1" HOLE AT SAME TITS TRANSLUCENT, TYP. -� �►� � - 11000 �-•----�� CENTEP,S IN SIGN COLUMN FACE, N I ) 1 A.P.C. BACKGROUND r '� 9"t�_ _ +� GY-210 C'.REY (OPAQUE), TYP. L,P.S. BACKGROUND Q�� � 1'-8" 1 R R + 1/4" 7/!5" 1 1/2" 'I BL-370-S BLUE TRANSLUCENT ------ 4 + - R - TRANSLUCEN T RULE LINE tlor TS 10" X 10" X 1/4" I RE-360-S RED ~� :' _ _ W a J GRAPHICS - WH-835S 841 �, Z �. CORNER 'DETAIL. -- :. � , TRANSLUCENT G o (2) 3/8" BOLTS, TYP 3 PLACES, 89 a N ALUM�NU�1 WRAP -• `� ' * CONNECTION BETWEEN INDIVIDUAL SIGN BOXES. IsC41 �" DOL NUT ` 1'_2- 2 2" • D 1 3/8 THK STLPT SIGN CABINET i BASEPLATE EQ. EQ. ' GY-210 GREY _ H � ' � � DRY PACK - F% - r - � PLA7L DETAIL ` � � - _ ' COLUMN & COVERING 1 _� (3) �� TIES O 3 O.C. to N � H GY-210 GREY 1 - FACES HINGED 1 FOR APC _ SIDE FOR w 1 1/4.0 ANCHOR BOLT TS 10" X 10" X 1/4- THIS I SERVICE. (TYPICAL OF 4). SIGN COLUMN , INSULATED THROAT 1 A nlp '�hJGHO(�' �t4 45 GROUNDING BUSHING 3 CONDUCTORS EYS2 SEAL "1 REINFORCED ACCESS ' /4 TIES O 12" D.C. � - , Q HOLE. SEE DETAIL. (4) X17 VERTICAL REINF. p 1. � M N A N C H 0R A GE FINISHED , FINISHED GRADE 1 (TYP.) -' N GRADE LINE 3" CONCRETE BLOCKS 3" CLEARW i - �.. N � + _ r w 1i11 I ( oil 2 3 -0 • v I r 6" MIN. o TIES O + N 3" 0.C. (AT TOP) 3 i4"CONDUIT STREET SIDE --► ;?7NOTE: - • SIGN CONTRACTOR �17 VERTICAL REINF. TO INSTALL COUPLING Of 4) AND PLUG UNLESS IN SQUARE CAGE. CONDUIT DETA{ LBY IMMEDIATELGENERACCY INSTALLS O PIER DETAIL 3o_Owo (AT BOYTOM OF COLUMN) IONTRACTOOR REMAINING CONDUIT RUN. E1 C-60 - HALLMARK SIGN E5 STRUCTURAL ELEVATIONS � � , Lt 1 y4 = 1 --0 (WTH LPS AND. TWO APC SIGNS) NO SCALE SIGN INFORMATION GENERAL NOTES 1. FURNISHED BY CHEVRON 1l.S:A. AND INSTALLED BY SIGN CONTRACTOR: D }�LLMARK At PRICE SIGN ILLUMINATED AREA: i ,D 1/4"1 X 2" LONG SIRUCIURALMEMIJERS: A. HALLMARK I.D. AND, OR PRICE SIGN COMPLETE. 3-1/4" HALLMARK: 24.1 SQ FT 2. FURNISHED AND INSTALLED BY SIGN CONTRACTOR: �� ' CADMIUM-PLATED DDI M-PLATELOH X V-(s'-7")(6'-4")(47 PSF)/2-0.84 kip A. COLUMN, CAP AND BASE PLATES, ACCESS HOLES AND ACCESS COVER PLATES. Cl� W� vc M-V 5' 7" 22.34 ft-kip TOTAL: 77.1 SQ FT' 8. CONCRETE FOOTING AND REQAR. UGIRVIlD STEEL TUBE lT.. .). ( - )/ p C. TEMPORARY BRACING JIG. �E 8M AM 2 A.P.C. 9'� r -1 MEMBER IS TS 3X2X1/4 C Q0 ELEGTR&AL INFORMAM D. SIGN ATTAQHMENT NUTS AND BOLTS WASHER PLATE INSIDE SIGN AND SACK-UP ' 3 PLATE INSIDE COLUMN. I I S-1.15 In E. CONDUIT AND FITTINGS FROM COLUMNS THROUGH FOOTING ANCHORAGE. • - 1/400 CADMIUM- ` !r I 1 fb- M/S-(2.34)(12)/1.15-24.46 ksi HALLMARK SJGNEIQX F. CONDUIT AND FITTINGS FROM SIGN RACEWAY TO COLUMN, ' C PLATED NUT AND 1 -TACK WELD TO LAMPS: (7) F64T12 DL/HO LAMPS G. POWER AND GR7UND CONDUCTORS FROM SIGN RACEWAY TO GRADE C LOCK WASHER (TYP,). j ( I STEEL TUBE Fb/f b-40.48/24.46-1.65 'BALLASTS: (1) 3-LAMP & (1) 4-LAMP LEVEL JUNCTION BOX INCLUDING ALL REQUIRED TERMINATIONS _ I ( AMPS: 4.8 AMPS INSIDE THE SIGN AND COLUMN. H. LAMPS. TESTING AND ADJUSTMENTS. J eP AGN SJBU�jURAL MEMBERS: LPS S_I�_QX 3. CAISSON FOOTINGS ARE DESIGNED FOR AVERAGE SOILS (MEDIUM STIFF CLAY, - ov, - 1/4"' X 3/4" V- 5'-7")(1'-7")(47 psf)/2-223.05 ID _ SANDY CLAY, COMPACT T COARSE SAND AND GRAVEL) WITH ALLOWABLE 'LOAD LEVELS CUT BOX SECTION ( LAMPS: (7) F64T12 DL/NO LAMPS AS PUBLISHED IN THE UNIFORM BUILDING CODE. AT SITES WITH POORR SOILS, •- - M-V 5'-7")/20.62. fl-�ki BALLASTS: (1) 3 LAMP & (1) 4-LAMI? • FROM A 6 X 4 X 3/8 ( p CONSULT A S(XLS AND FOUNDATION ENGINEER FOR DESIGN CHANQES OR USE O" THE STRUCTURAL STEEL TUBE. - 10 �A. STEEL MEMBER IS 6" ALUMINUM CHANNEL AMPS: 4.8 AMPS SPREAD FOOTINGS. COQ. , PLATE (TYP.). 4. CHEVRON MOS. 234 CONSTRUCTION SPECIFICATIONS TO APPLY. S-4.37 In 3 APE UGHBOX (EA� 00-T I'l h S. TUBE COLUMN GRADE TO BE A.S.T.M. A-•541' (GR. B),' • At" A-000 r - M/S-(.062)(12)/4.37-1.11 kei 6. STEEL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST am6�o0° �" �� b I I b LAMPS: (7) F64T12 DL/HO LAMPS 1137 NOT! VdMX41� 9olr�tv'&.l e910AM M CJS. � (7'07) lis-rew REINFORCED FOR 6063-T5 ALUMINUM CHANNEL BALLASTS: (1) 2-LAMP BALLAST 7. WELDING S OYENCE A AND TO BE SUCH THAT DISTORTION AND HEAT J" ` ^10 " U N R E I N F OR C E D AT LESS THAN 1" FRUM A WELD. AMPS. . 1.45 AMPS STRESSES BE MINIMIZED. WELDS TO BE PLACED IN 1/0" A�IAXIM M PASSES BY wa.I rr AM owl MOM AS NO VO (USE AT BOTTOM OF COLUMN) (USE AT TOP OF COLUMN) TAKE Fb-6 ksi SHIELDING ELECTRIC ARC PR ESS ACCORDING TO THE LATEST EDITION OF 0 It - PAS TOTAL AMPS: 12.5 AMPS SPECIF;CATIONS FOR STRUCTURAL WELDING OF A.W.S. ' Fb/f n-6.0/1.71-3.51 V CIRCUITS REQ•D: (1) 20AMP/120V S. AFTER FABRICATING POLE, CLEAN ALL METAL THOROUGHLY BY SAND BLASTING OR �T 11EY's '°t s" a NOTE: INSTALLED ON FACE 90' TO SIGN ATTACHMENT FACE (TYP.). GRIT BLASTING TO SSPC-10 (NEAR WHITE METAL) WITH A PROFILE 'OF 1.0 TO 1,5 _• �•Cw� 1 ' x F� MILS TO REMOVE ALL RUST, SCALE AND OTHER FOREIGN MATTER. PAINT ONE (1) ' *#wL ' A __ • _ _ COAT OF LZI 'PRIMER. W.P. FULLER NO. 221-07, Y MIL, DRY FI:M THICKNESS, . OO�IR1111ICfl�! HALLMARK: 35.4 SQ FT "THIN 8 RS AFTER BLASTING ` Al ACCESS HOLE DETAIL LPS: 35.4 SO FT 9. REFER TO AMIfING &PECIFI�ATIONS MOS 253. - �� � ' APC: (EACH): 8.8 SQ FT 10. CONCRETE C's 2500 PSI AT 28 DAYS LMNUtJ . -11. REINFORCING - GR. 60 ASTM $15. f ',Oji°, . TOTAL: , 88.1 SO FT � • , , a NO SCALE q�. ; i ! 4 6 e 7 • o - 1D , • , ` w 'N �! -;.i;iii' ' 18870 SW Upper Boones Fry Rd 9 of 11 p� • IF THIS DOCUMENT IS LESS ll III I Jll rpt I I .III III illi I I III 111 11T 11T Ill Il'1 Ill 1 I 111 111 III III III III III I I III III III I 1111 1�1 111 1�1j T�1 1�1 111 1 1II �I I �{ I�Il1lll I I ISI I �I I it LFGJB;•F THAN THIS NOTATION 11 I I I I I I I I I c I I I I I I ✓ I I I 1L I I I �� IT IS DUF T'0 THF QUALITY OF No.9E jj'�xT"" THE ORTGJNAL DOCUMENT. �_ _ - --- -- --- --- _ -- - - - - - TILM E 6�z ez c,z ez z 1bz sz z t��s o��z st e � � Illlll�tlll�llll IIII�Illllllllllllfil Illl�lllzl TIII�IIII IIII�IIII IIIIIIilllllllllll!11111I1111 ILIII�IIIIil9111�1111 IQIII�IIII yll�llllll�ill�llll LII�IIII TIII�NII �IIIIIIIIIIII�IIII�IIII�IIIIIIII�IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIII�IIIIIIIII �ll�l II�IIIIIIIII�IIII II IIIIII► I�I�I��III II�I�I - •y._ 1 ' w' \* •. � .!�j.: ... .. .. .. �.•... ........... ,. , ....,. .. .1'iKb:NfN��1L YL11ti�iH11•,iti ;^i�'Srsr�..,�.. Yp�.�,.vM:v+,.,.....�.x.. � a , .,t4 �,�.: 'F 'S1 :lJ. .,>ti• .�, .y. �•�i. _.�.. �. "r .'� v � I r,�."�l/�,.�' ��'j{�•:} i .i�.�HI")... � ... .P ;I,• .. , - wllvw..•.- i .�..v.......Km.... .r..w ,, w 4 eFii�F�'lliM.IIF A r I I , ROUND COLUMN REQUIREMENT r CANOPY COLUMN / TpP FLASHING STIFFENER CONTRAC i'OR TO�—� PROtiIDE 3-- 2 /12" POLE CAP INSERT i ABS INTO I.D. TOP FLASHING .040 ALUMINUM (WHITE) --_ X 1/2" MACHINE BOLTS OF POLE AND SEAL WITH G�--0 '� u p AND LUCK WASHERS SiUCONE. STAND—OFF BRACKET 1� FIELD CUT Poi-E ---° o o c�— DRILL & TAP 3 HONEYCOMB CORE ROUND COLUMN 1— i3u_T1_�/ I 25" STAND—OFF i' ;' _s °o o 0 0 0 ` -- i BRACKET ! 0 0 ® o o o p O 1 !�• 10 0 ' `STAND-OFF I I � --- BRACKET .020" ALUMINUM WHIT -- .050" ALUMINUM WHITE ILS SUPPORT 2 _g" BRACKET SUPPORT Y/?_" CIA. THREADED ROD, NUTS, \i � �� BRACKET ! I AND LOCK WASHERS 1/2" DIA. THRE:•DE'l ROD, NUTS, -- - BLUE AND LOCK WASHERS c o o o o ® o u o 1 i a ' TRIM STRIP .050 ALUMINUM (BLUE) IMPORTANT:- Square io level and align ail support -WHfTE TRIM �- SUPPORT BRACKET brackets and stand-off brackets on STRIP e o Q columns. I \ I I • Moke sure ail brackets and supports 3"---1 24 1/4' ' _____..� \-ALUMINUM EXTRUSION (WHIT) on each cclumn are squared to level o and nlianed in relationship to other \ � L �'�--BOTTOM FLASHING STIFFENER column orockets. 20• PACKING LIST IMF ORTANT:• Square to le /c! cnd align all support BOTTOM FLASHING .040" AL.UMI1<lum QT'f- DES_CRIP-90N brackets _cnd stanr:-off brackets cn Z6" —� columns. TWO STAND-OFF BRACKETS Make sure all brackets and supports TWO SUPPORT BRACKETS on each column are squared to level Make sure all brackets and supports on each column are squared to level and alignFOUR 1/2' DIA. THREADED RODS and aligned in reictionship to other ed relationship to other column brackets. EIGH1 1/2" DIA. LOCK WASHERS AND NUTS column brackets. f TWENTY 1414 TEK SCREWS CROSS SECTION OF LEVEL iIi SPANNER STAND - OFF BRACKET LEVEL. III SUPPORT F OLE AND SPANNER SPLICE (077106) � ;077201) (077189 - _ o O . SUPPORT POLE 4— 3/4" X 16" ANCHOR BOLTS WITH LOCK WASHERS AND NUTS ,r 1/2- LEAR USE 5 #4 4 10 1 /2" C.C. TOP & BOTTOM USE 7 #4 ® 11" O.C. TOP & BOTTOM 1'-4" Make sure all bracket; and s'jpports on each column are squared to level and aligner_ I relationship to other column brockets. I " 6'-O" X 4'--O"�--- STAND—OFA P4ACKET 3 FOOTING NC, i s CONCRETE 3000 psi @ 2E, DAYS --- (077206) (077212) 'SUPPORT POLE 4 '— MID—SUPPORT ::RACKETS ' ON SPANS GREATER THAN 1'1' n• WAX - --- 12• To le' - -��- / 4--3/4" X 16" ANCHOR BOLTS - 12• WAX. TOP FLASHING WITH LOCK WASHERS AND NUTS e' WA ----- 12' TO ]0' - q' MAY. - - r.ouAl -- ECUAL �^ �� VERTICALLY -1� ----- I � ( TYPE "A" TYPE "B" 3" HONEYCOMB r-' n -,• c _.- •TyE ,. F„0 i ING i O. . . CONCRETE t 317,10 psi 028 DAYS � - NOTE: NO SPLICE IS ALLOWED FOR TYPE "A" AND "B" SINGLE COLUMN SPANNER SUPPORT BR CKET BEV.! / 1'•—•6" MOUNTING IIAROWARE REQUIRED MOUNTING HARDWARE REQUIRED 1.1�UNtING HARDWARE REQUIRED ( 7 ��. art, pISCRIPTION -- -- gT_4 DESCRIPTION gTY, scRIP110N -- r TWO 077206 ST'D, MT'G. ORACKET rwo 077206 SPO, MYG BRACKET TWO 077208 ST•D, Mr•G BRACKET' ' SUPPORT PALE -,., - 6 - 3/4" X ;" E;:PANSiON BOLTSTWO 077201 SUPPORT POLE � _� �•1 i BO �.i GM FLASHING ONE 077300 ANCHOR BOLTS - OR- • PUMP BLOCK ONE 077301 EXPANSION BOLTS LEVEL ill MODE SIGN -j- 8 rollrl' NOTE: If SPAN DETiVEEN COLUMNS IS GREATER TIIAN 14'--0', A MID-SUPPORT BRACKET 077212 WALL BE REQUIRED CENTER BRACKETS IIETwrEN COLUUrIS. (077129 PACKED ONE PER BOX) T---- __ -- i FOOTING NO. 3: ON PUMP BLCCK f7on(!'itlrr)e not covered above will --- ---- re(I.rlre spe6ul engineering. , LEVELI.. SPANNER c a SUPPORT POLE FOUNDATION GUIDELINES LEVEL III SPOINLY TYPICAL C0NFICURATIr:JP*)' (077181, 077192, 077193, 077194, 077195) DAAM4W ISSUF_D FOR : DATE I APPROVEFD �1e11ron SPANNER— LEVEL 111 ELEVATIONS RHI_ CAEVK04 PLANNING REVIEW Chevron U.S.A. Inc. SINGLE COLUMN • P_EgMiT_�_�~' �— � tv!:�rkeUll��, i.'I��t�Grn� ____ ..._._ ..... .� BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION _ -- h',EV1�i CONSTRUCTION V r 00 NOT i)S; FOR CONS7RUC710N Fr Rd UNLESS Or 1�0 Ae !NiTiALL`_-n 70 SW upper Boones Y _r 1C�6 .DRC) rRAV4NG 10 of 11 <AAI`•Y>NTP4►+OYre�AnQ�k ✓sW;rN:,w. .. -..s r...... y<rrq; 'mine..• � . • I F r t' H L,F-E- "ia,�... ..•y�.ii..ov.• .aK'r.'.ta.,•. 'M. .pu•. :AatlVR•Y' tK"Th\dMe'R. _ - . .. _',w+ywie^.M• � aR>MMw�`aswio.ur - �1�1�*"�Mf�rwn•m•:vn-.ralwxwu.ers*�f'Rpl/eM�/1R7sw•etw.�.'n4se�dr.�AI�M�Is"r.wti��M � "�„•�•tC••mwAnn.rrM....+w1•tn a'.. .. .. �'. '.,.- ..rwio's-.w.,v •.a r.,r:.wwx_,..,... -.a...,r, ..;>",.., :: ..w. -.N,,.v ,� '.sri�1�0�'dr argl�,�,., .... . �w •..#wt.F 7�uwt• � _ ,� F v.v,•. M .i ... �.. MMW'Icurw�ari. ra1rM�.rr--'rnw..�•.•.. • IF THIS DOCUMENT IS LFSS �� I _ .,. .-h�.'. I -M'e!ruo....wA..w»; Y.,n•n+.n-M�..,....._.....,.......i.,,«..�..•Ir<.1.�M�#16...tlMwA.u*Ml+wl.l�.. l f ifTi�l�llllllfllll IiiIIIiIIII(IIi fllllllll1111jf IIifIi-iltll(I i (�fii1i�illllll IIIIIIIIIIIII I IIIIIII IIIIIII II11T11 Dill 1 1�T1TiT 111 1 1 IIIIIII IIIIIII Illill' III I I • --' - J`� I +Jj I I I I II I I L 811 11 I � rl11, LFGIBL.F THAN THIS NOTATION, _.__.� __� �___� r- IT IS DUi? TO THE QUALITY OF — aQQ THF ORIGINAL DOCUMENT. -- �-- -_ - -- --- - - - --- -- - --- -- — G,`T� i L T 9j --8 -P t t t tllil 6 8 L 9Fiiii. hiiilzil I' !IIIIIIiI � � II�IIIIIIIIIIII1111 IIIIiIIII IIIIIIIIIIIIIiIIIII III (IIIIIII III I i I i 01b 1b it k 1 �-7 a �d /-41 / 34 /-378 34 Z I /-//z 3 34 / d : x-24 8 moulv7 nq Koff _ 1 (,yp 4)o%es) - -. - v 1 -AN Black - Zw glum "/dx�x3t i ♦.�1.. _ � 8/ack - — -- -- 8k-10S n v 8/ue - - /-8 Bu _ BL ,370 S , r» d rr/2 Elect � outlet i,,,b �1 x I close nipple, lock d bJ I p, - band n req'd. (0 elect. outlet Whi fe- r Kulka socket .91?(3 � I tCIO(- RE-3605 �? L+-j L_J JZulkd JoQ'•k f 533-,G • -. ,. -• 32 R ZQ (2) F/8T/2 DL IHO /alrp-3 t yp ..._..� 7� 2 �d • -- FRONT ELEVATION END VIEW Face & retainer ncit shown , FRONT ELEVATION END VIEW Sca le : 3`= I'-Q" • Scale� 3r -� M x ' • CE>NERAL NOrTS: } i� I_ /�c 1. YORA00-9SHIP AND FAARA'CATION SRALL CONFORM TO I r+ A.I.S.C. SPECIFICATIONS. t 2. STRUITURAL STEEL SWILL BE A.S.T.1l.-A36. i 2. VELD__P1G SHALL CONFORM TO A.W.S. SPECITICATION=. 1 ` ALL CROOV E MELDS SHALL &E FULL P EN ETILAT I ON Ill- r LESS SMIDVN OTIIERVISC. ;00- t. ALL fAARICATION AM MECTRICAL DETAILS MUST MEtZ � U.L. UQUIREXENTS. I —�—' S. ALL :.MEET KETAL SCRLVS AND POP RIVETS TO RE STAIIF Fl8 7-/2 DLIHO �-5p/'-tv 1 .O�O LESS STEEL.---.. 4-- /C?MP Y�. _ + ryp f o 6- s t cN,pox INTERIOR TO RE PAINTED WHITE. I 7. OESI:N WIND PRESS(IM 47 PSP. -- 1 ----— A. ALL FER.AOUS TO NON-FERROUS SURFACE! TO 311 SKFAAA L AX 1"t (7M /]SS POLYESTER CLEAR. OR [QUAL) t N - 1 .58 !. FACE: . lis U.V. INUMTED POLYCJIRAONAT� OR y O I 3 d ACRYLIC. DECARATZ FIC[ BY 9tLE SC2iE1t.NG an ZND SURFACE. J gmket- cont 1 - COLORS i MYRON BI,ACIt (Ar-10-!i) A. • r ( t C1ifMROM RED (04-360-1 i �'a f I 1 I NAY. DWG. $1- 1sl roK "1 I wQ- CME7IROM CILAPYtCs. � • A Burr,. n/®rirkg/` ' - ^� 10. IXTRUOE10 ALUIM(NIM TO •R 606}T62, MILL FINlsr Typ, iocat�on ror- �.._. � r. 1 l) 2-lane bei last .Rx A 5 S . �k. �._.. /� �'>i► ELECTRICAL rwroRMTLON: F14 sht. rre t'll LJ1MM (2) FIB T-12 N/0 D/L (` I y BALLAST: (1) 2-LAW BALLAST SECTIONal IJ ° _ , AMt .75 AMP - I CROSS SIECTXON CROSS ECT"ION ALUM. F=ILLER ALF.►MR ;:TA' r IIENI �-;�k • f••i a IC ��k Ful • � ELEVATION �, DiiAW0448 18F :%GDF 9 111 C ATE A PROV r 1' '•�� .�..�1ea.....r _ � _ C-�.J PLA�.ARD MOUNT bALLMARK SIGN .�...__ TAINIER- P ! h N N i!� C REVIEW __ �_ _-' _ Yf on 1 Seair! 3'- 1"-10' PERMIT . . _ - ! - j - •� --�-- l / r ' CGN r AC ! 0 !:Cl YAM I I ..^� • Ae Nor VOt ' eA cow .1P*Y '. Ti1i ' I _L C � • � � � t � N f D L A C O a 5 1 i. ; • + �' r 1 q/III0ATr0 a 14fT1III iL4r r j. 1 'a •r• a _. .r Ma +�e.�+nRr► •r •. �r t q 15670 SW Upper Boones Fry Rd / t 11 of 11 �• �•i � i;�- ... ;� ___.i . !. _ n _.._ i.... _ ._— r...._...�' 1 ��.,.,, I ,, H. 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