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Plans (42) PARKING LOT SITE MAP: PLAN VIEW AST LOCATION SITE LOCATION: TRINITY EVANGELICAL CHURCH 7-....------ 10900 SW 121ST AVE TIGARD, OR 97223 EAVE , w ��CHAIN LINK FENCE with GATE \ SAST FOUNDATION Z 39"W x 72"L x 6"D ',Li E. ai 48 pecs g ce a. 0 ,,,, ........:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.Pli..'......""--.tH""4*1 ..,-)-- o ..::::::::.x.x.:::::::::::::::::::::::::::::::::::.*::::::::::.:*::::. A -...._ ? 11 i .:::::::::::::::::::::::::•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•. - .., ENVIRONMENTAL 0 Lu AST Foundation N 2634 SE Steele St. 1"=18' Portland, OR 97202 __1 E 7/27/16 mm Site Address: AST Site Sketch: Site Map (. VI al M` ) &IBS N simmummo ■■■■ e....asiamonwwiramennommErini miummommummennumn mummummummonnommieummodll 11111Millairalitidimillairillign1111111111 ICLIW 1■■��■i■■■■■ice i� - -NN.......m.imnro■im■lill1111/./■■■'///■ immismatiasummagrairan IIIIflhIIIIII! IIIIiiii.: 4 11 i . ". i _ • • • • • • • • ` i I_ PPA WIDTH • PAC+WIDTH I - 1 r , i 1 - - TANK.STAND do I34D I TANK STAND r �- t /cal 1 t t- z I- r- -1 1 Ilk ' k' z OA. q ► LONGITUDINAL.Rif�+EF ON TOR -^•-•-_ __]__,_ _ r€ti1C d f4 lir OC EACH WAY -.]—.— TANK ' a TANK STAND 14 TEP) BLOT _ ,I LTANK • L J ,� TANK FOUNDATION =1f ra.�s_eo=e3no3 P G4TJOH FOUNDATION I RAO FOUNDATION PLAN GENERAL LAYOUT PLAN TAM, STAND& PAD ! 1/2"DLA A307 1A14K E£%NEAR 17047 TANK 12.64 . m kmsFitR �� (4 TVP} TANK STAN] (ANCHOOR� BOLT — I �:`�PRatfy g• �, T MDF_ 2"CLR 5'LC 72"MIN.idi 'j Y i4 FlTUSHEI? ' - F1NI TANK STAND OREGON � RETAINING WALL OR S•IED ._..ate I f E 13ASEINENT WALL >'� I t CANC PAD r2s �� o _ .•- s ..- .STs •^11." ._•.__.•._ o J ___ • 2 �.z.. m I• . _v+' - • 3`UR. DORIES T2kT1713 •tom,=: • - FOUNDATION DIMENSIONS • - aloll (WNL TANK SIZES(GALLONS r y . . . I��i�r� DETAIL r,A,. • 6" iF7C CAPER Or--�7•-„:..,.„-.4,:e...„' •, ��\ �+T UNIT 138 2 275 330 314"FILL COMPACT TO .A.- ea-t^` { }SECTION WIDTN INcI4j 42 +.A )g 39 95K PES ASTM D1557 �,J ��y 2STN 42 60� T2 B4 47M DEPTH INCH f 6 fi I fi STRUCiLRAL NOTES: zv BY oat a 1. TANK&PGIINDNTI011 SHALL RE WED A WOE DF 72�D.LM FRDN "5.DESIGN MITER&(CITY cr IPORSLAAH,ORETe,.T17) 4 OIIA 7/Z5}DS LS51IE FDR PiEIb11F _ ELOPES BE Fl115hf GRADE OONTOL S AND FROi1 RETNTYIC WALLS A.'END PER ASCE 7-10 �.�� Itri AND eAsENERI WALLA PER OETAL"6` LA SEINNC PER ASCE 7-10 1 OA'P 4JR7/D5 AUDEO VS GAL TANK 9 SV16FL GRADE SMELL BE ESSENTIALLY FLAT AT LDGITKA OF IRNK. 6.I'O LVCATION MATHOB4LS: LtiSP /De/, CEhERfL MASON I f 5 DESIGN SOIL FSESSURE ASSUMED TO SE 1.560 PST. A C SRR 3 N1t 2/S2/1.1 tE>+F7d1t f1R19Ct1 g'®" r 3. ALL FOOTRI0S TO BEV!011 TUBA,UNDISTURBED SOIL OR APPROVED COMPACTED FAL B.RE�RFCRCFIG STEEL E M0ASKI �q A JEISSTDRED DEDIESNgCAL ENGEAEER SI-PLA RESUMED BE'CANER 1D PROAnDE 7.14J.STEEL FOR TART(STAND SEDhlh BE MAD/�4) N1h7wlEA riw� R� } '- C-1 REWIND/DAMN CN IF A PK U)RISUOL I AOI110Ns ARE 6NCOLd1EPEO IN THE FOOTNO 8-ANC2iCR BOLT ARE 1 ARSLIRI 17 ' li+ C DAR. OVA TANK BFSTAELA '4�j T e EXCR&IIONS OR IF CONNOTED FILL RIMMED. J2"Ox KILT)KWIC MKT E CARSON SLEfL 'A�p n 4.ALL 212RK STELA•5E IN SZRETTYPEHIC O t/!•PM ELUTED COWwIH A WITH THE I.B.C.eAS R.THICKENED E➢OE FOR LTLTEROR INSTAALATggS CNCY OtERA L 1E1111MY-E�,6y.1/1D` -stag - (,,,1 " E AS ALEAOEO BY ITT STATE OF ORMOII&ALL OTHER STATE 4 LOCAL GCOES& ammo.PIRA -,/a/.e/1e r.e 1_, BURLW6 REDULQE4EN,S HEAT APPLY. • QIFEH won-1/16 j.1/1/1 R:� R•T•s �^[ D11g4 DrE4iICAS-1/16•/.1/16• ea e�.aa .....", 07/25/05 112S-,11-01 1 OF4,, ' j Q