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15055 SW 72ND AVENUE-1 _ Ln r. ! ♦:,� •r°yi4`•,�;�':�jX�w!, rr ,,�+�h>�.•,t;�•.'�,/.0'..�•I••r•,.�,R\Y'L�..�-XFO •.; Jr, - r y_t TX2$1/rt� _-!S, t e,� 1 i ��•� /"fS•r'•i•iX•u«MiN,' a,«,..se•�u.ift_i ..n,�nJ ua�,_r.,•... t/�l � ,c�try Rw .„1�M�,.•,r/I.`r.1C:'g4•]V�t/ 0t0I. NMM `{ " y_ s' 01 l TIGARb , wrrr, w■r ,. r ! N! '�s • rwvw�•e Y [•rn w� I ,J� ♦ i " vl IsfF I �•� BEAVER BOLT INC . ( EBI ) �1;1 �. r` ' �.� a 4`.% , rF :((E , 3'. .� °� ,., r, N M t7 , ! . � , , we,owos,•■ s r N O o a14965 S . W . 72ND AVF ®11�1 L0 to rw l •inw �r�swa r , ,♦ ,Iw _ I [s ,� c r r err, BpNi�A� ',w/irw LI to s■ '•,`lay u/ r " t c1 r. gid• , �� ld 1 r / - • F - = LL � � ,.,w vuw u. ` �� t . newNit, °rf.�f: ■ 1_ •'1• {'� 'ir . ••��Lr3 `t+ .trtir�rc:'•. �R'/rr �,.rk 1 c. Mary "' �" .l , tr.t '' ,■�[ �. -.�._'.`_ `( .•+ +u H '� � ..UWt,I _ 1r •WY...-- \ : ••'.'.qe \'" ,'r, t r i rf •' ep. t• L. t ,w ry Iia.t�- 1j ► .;' , ] .'A / l .( 1' O ,1 ,' •L`1 ( A ■ .,(tali a'' 7 r _. ■ �•.r IL 'it„K»tr•i• IA •on .fr 1 AAWI AIA - ...-T•9 ;•TT W x .�. P 1. ........•............................................................ ............................................................ .... ._. _ ....................... - ----- t,�r n■ ,« ,,,,. - ..r/{c.; ^ n• f ` --r— �yw +`. 1; t �� R■ • "�r l »•, t»1.Itrfllrj lr�l 1 ,Y a.\ l•Mfw 4 18 •IA ' l . j E �, 1 fM .pw S . •w r i w t 1`• •sr w .� ►r j1 � 1 y. \ f •�!_YI['Y9• -.-' U�sjW,l)L wrifN•'�ii'v'-� n � , Cfr, � '\ F �. o•■,uaM',' i '' "�`\ ,(; -1 I`11 890' 21 ' 24 'p 290 . 66 Q = J�_�"�►[. ±! ♦ Art F•- ' ,»n '�1I [ » f_«eLM_ 1 I uA.•ac_i w• • r s '•! 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I '�,sl}1 t ,C "'�'�3 �/ 4i G E w•r` .I 'a s s ri l •� Y •�'• y% f; .- PROPOSED RECI OCAL ACCESS EASEMENT I I r�r, • lk1�° al='. . _I rll �• �_•w , �� ✓' ... �}_� _ _ SAWCUT EXISTING PAVING AND MATCH GRADE I W�' M CI� „t;"»xM ['. : �,( t :»..r •- I G -''' ,,ft�.` - - - - - - - e— _..-- - - - - - - •ArI AV '♦ i__--_—_.....__ .....—_.—_._— -_....-.�....__- ...... .....r.r. ..r......r.....r......•.r....r r r...r.....r........................... ........... ..... ................... .. � .._�...._.._.-.-_ _ f•1•1•w r, /� "■� --}-�--�- I ' •��� �W■IMA O ' � � 2r Swv�•.-• + W EXISTING PAVING c�� i 1 _ _ wl 1+. a � .� �.•�� Ik»;,K oa d`I � �•� 3j•`� �• ` v3 TO REMAIN / S t 'ar s ,-g H 1 ( z I * t( •�Ta ur►« E,.• As; l.. }�«_��N`, �iw rn .=c .•. "�/ II r 4 Y. UTILITY P L E \ 'iD,_ •ioaIS ,I I 1I '� 1I �` ' � cr , ,EAN ( wrlMT. °,,ll) • _ l _1 tMR. rtL 1!. s J +r '„7ir` 0� msom -- ll \ I I r--- Cook 4. -- t f['o f, o t• ) s 713 'mlt, OF w 4• AC PAVING OVER I o I / •. .,..■,!,.; / r; fif)SEYII00 • :,� Q FUTURE LPG 8• G D ; �''`-_ _ \ J ri , e'• �•' , '. Q COMPA TE CRUSHED �I Z 1 , ....�. i',-- µ �� y« � -"-� �. COO w 1 ROCK T Y P I POLE-- ..a.r.,. y ' . 4�. ,Y;...�r w _ �,tt. t•.. • \ ... I 'Q r-r' 0 I�H i rti N L• AO r r.r aF ! I ,T koro ' �[w Rl.rA� 'O �'•a /f T' ^� tr /: .w•nti 10 I n Cour�lf Club ,,, I ', ■ °^"u a it • „ y m I I ( Ivote) 1•Lt r ' ..1 I��t. c., �,, 1, r A N »vL.�, 1 O • W 1 C 7 I _—"0 _ ♦ .c tr.. 1 FUTURE U 1 1 I Il.woll� M��' �• - ..,t.rrEE �ftrc �gf( x„le r � ' •`� A. I A _R O: , . ! ,Y Q ,M ( «°•'. ';s5 -l!! I ' .Ct t f- -L Mtww°:r t�w• r �.J \ LPG uNG I - o t -) ` A 11111 ,w t:.. '� ■u g is \ ISLAND t _. _ '_ R _ 1 is ' - 'r. . , „° N)I I L(1 J R " „ -y..s'' ' ,��' �•` :coli u c I I '} .. ... .. .. , 1 ITi - rul,a.tt }, ,MI I■w•!' •�///: T� _.�e,� '-...,�..i,+.l 11 " 't+ 1 �„ - R,A: C C ! �..-/._ / G°/n It r' ���� F fro rw• '+ FUTURE CNG -3b ' x 83 ' CANGPY 1 r: .:�jl �''-,s I Nis [�• " „�hYEI1CItOVF e; II + t f ,. .)t CC'�'Ts 1 c.Rs[ I i lr`,w; rJ •�t,.°.,r -•�.Y E _ O - to r• r f • 12' i� � O 5 38 8 32 0-- + 2 � Q) � 1 � � O QM SUPER UN a_ VICINITY \ :.1: :.. 1 ] w f NOT TO SCALE o^ OPEN AREA n Q '\ \ ( LANDSCAPING) IOM RE6'JLAR ` ° o ° ❑ 8 p I � �' r. I z \ , (01 I J V I W M I W 0 1' i Q `� o U ❑ ❑ M Z 1 \. I ')M UtILEADL-� , o ❑I U i I I I I z a- �� i ❑ I - I 3 t t I O 1t 1 2`I DIESEL ! o 0 o I ❑ o ❑ 9 C� err�/���ly 1 (D r. w 1 1 LEGAL DESCRIPTION _J Q TANK VENTS SE:E-� +_ ' - - ham" I5_'_4_• '4' ' _ 28' - 5.. 15 D O z SHEI=T I /T6 FOR r "'T'' - - -- I �• D E T A. L t1 E, `f' r `�• • ----3 2 -- - �}$- - 3 2 -- - 0 m O T J, - -- L- - A port iC,n of that ttAt ! of land in tha Ea8t 1•/2 of Section 12, T2S , h1w, �^ � J ��p ; r 1 + •� W. `! , Washington County , Oregon, conveyed to SIDUTHEHN PACrFl". JNDUS- � 1-- i I S 1 I e TRIAL• L)EVELOPMENT' COMPAMY es PARCEL N0. 2, as tiescrlbed end recorded � F a 3 • it, fee too . 79. 026306 , deed recotds of sAid Washington ,vnti , more t,-1� 10\ -6' x 12 ' I Cy pertict, lHt I � c!e Fcrlt,ed as .allows ; f--H .� 111 ; �� UTILITY BUILDING ! P L S GN•--� De• innIn nt the st�utherl corner of l,ot 4�r , FANNt kEEt. ACRE 'fRAC't'�, U � 0'9� � ! � (� 9 9 Y - �' , ��� �► ` i eAid cornet' ht- irly �,ri the westerly right of woly of S W. 72nd Avcnue ( 4G Q 114' C= i ; feet wider thence N 0021 ' 36 " t•0 along the easter I 1 i ,ne of Said Vot 4 `.• F,y ,\•• �__ . ------------- _-._. ---____-_ _------- -----.-�� --- end wel. terly right of raid S .W. 2nd Avenue 718 , 74 feet ; r_hctnce F�T�• westerly Along a 302 . 46 feat radius curve to by rilllt , chotd beach N 'r ,-4 CONCRETE l - - _ I f r _ SLAB [ 84°26 71 w 5 . 03 feet ) a distance of 5 . 03 , Fet• o A point vn aline Iy1na pert+ Ilel to And 25 , 00 feet westerly, when measured at ci�jt)t angles , s00 �� from the centerline of said S . W. 72nci Avenue , said point beJng the TUf: U � P"4T C,;' 1 GIBING , theoce along a 182 , 46 for, radlue cueve to the i • I W rlght ( chard bears N 59050 ' 51 •' W 31 3 . 77 t�-?t ; A dtstar,%•� of 323 . 12 feet to a point on the womtoriy line of Lot tib , PAONO CPEEX l,C':E TRA►'T5 , ward W � • I t i �n Cr) point t>c: inq nlao on n line lying parA111y1 Lt-, dMl SO . :_10 feet r,or �h- _J L- �/ •� I ! I rel I e.18Cs�Y1r, Wl1Eri mnaSU: :±cl Z' ri 'jhL tln� lc�lt , frotr the c'hrtCPrll" O� �. `,r �"'�'t ~ • TILITY P : ,_E -� y `f' I I main r•nll4 ,deid tLML:k or the Souther, f'aclf it ;'rarisf, rtht rrr, C:C,r,psny ' � `-' � j 1 I Tlllerr,c,ok Elr.,nc-h ; thence N 35 ' 35" w hlo!,o sail wealrrl }• itry6 cf Lot � � < , 5 1, nd Parol lV +. it_ 1 se1c9 f r, track ce:',terI ine SV OP) feet ; thenl'e: t� d H POLEI LIGHT-- 89°21 ' 24 " E 290 . 6E feet to �I F;�int on a IirF, 1 }' ing pat All It- ' to nrlo 15 . 00 z Z Z - _ ; ! fent w•nr,ter1y , --hon t*eaeur[�d at right Arv3 ,cs , ,• ► � U � � • � �� � 6 1_XTRUaEfl-_t,�URB � f nor the ctrnte. : i ne r, f � � o < I said S . W. 72nd Avenue , thence S 0011 ' 36" E: ,anal lei with the centc!r' i tr,t U W of tletd S . W. 72nd rtveh'ue 225 . 7 ; felt to the TPUE PAINT OF nI::GIt:NItrG, ~ a- 3 •••�` `" i i containing An area of 47 , 06:, ayunre feet , malt. rpt' lees . O G E N E RAL N O T L' S • LAND�CAP I NG a -_ f - (� < v' •`•. r M \'E Rcaerving tI%et'tfrL,rn e,n e.N.4 :,nri, t tot rAI l mase[, , Cranspoi tat ) o!, rr,�l LL! CL a `•.•`• i comnunir:etion hurposee over Arid acress the sourhwes. tPrl } IS . G frNt of � I � < 1 . All work. identified in these construction documents shall • the ahuvv Ller;cr I bed t Inca Of i A(ILI • SIJ 0 `��• � t I Z L- conform to all local, state and national code requirements, including, but not limiter: to the current •'__f. 1- L � + editions of U.B.C . , U.M.C. , N.E.C. , and N.F.P.A. - W < 2 . The owner will provide a building permit, and tray sewer, water and development 'Lees . All other permits and fees shall be obtained and paid for by the General Contractor or the respective trade sub-contractors . t 3 . No work is to start until the i equired permits are DRAWING I N D E X obtained. 4 . Contractor shall be responsible for coordinating with the SITE PLAN serving utilities to provide service to the new building. SCALE : I ' -20' -0' C- I SITE PLAN 5 . Contractor shall arrange for all temporary service, i.e. , C-2 SURVEY power, water and sanitation; and pay all related cost and /�s , C-3 GRADING PLAN charges incurred during construction. 6. Contractor is responsible for maintaining a safe site, CITY OF TIe3ARD r. 0-4 UTILITIES protecting personnel and the general. public front injury in full compliance with local, State and OSHA Approved. CondltionnllyApFrav:'td . ...•..................•............. .i L- 1 LANDSCAPE PLAN RE�itoNs: requirements . For s:,nlythe wor'•;'� '�^rr,` 'l ° _ A- 1 UTILITY BUILDING PER AIT NO. _7 — DATE: _ 116-92 See letter to:Foilcl.�t.. .•..... .....................r...............1 is 7 . Contractor shall verifyand confirm all dimensions and . . ••••.•••••.•..... t: T- 1 CANOPY AND ISLAND ELEVATIONS SCALE:Attach .................. 10-20' -0' conditions shown or implied on the drawings and ����,,.•�� ► -�� T-2 ISLAND PIPING specificati..ons, as well as the physical condition of the lob Addr �s:lSL�•cc�r-S s'' =� site. Notify owner's agent of discrepancies prior to the ! 2� „ T-3 ISLAND ELECTRICAL FILL NAME: MFIT7SP3 start of work. ny. T-4 TANK PLAN JRN-PHK - -•- DRAWN BY. 8 . Written dimensions have precedence over scaled T-5 TANK ELEVATIONS -- dimensions. APPROVED @Y: T- 6 TANK END VIEW 9 . Contractor shall provide all labor, material and equipment necessary to provide a complete project, ready T- I TANK INSTALLATION SHEET: SITE PLAN to conduct business . This includes all construction, T-8 ENVIROFLEX INSTALLATION f�2.0�' . installation of equipment and final cleaning, r PROJE�-T W r 3235 rACILITY� METROFUEL I NG 1. OF 14 aw.•rrrnr,lm ,,kr,,. rr. r �" - " " tIF#_THSB D06,AWXt4T I.- LESS X111 III 11i III III III Ilf 1 III r,f IIT 111 1`I'� li fit' 1T 1" Till` If Ili I� �,II 111 III I I III III III Ili 111 + 1 +1 + 11 I I III III 11C1+�11 111 III 1111111 111 + Ili + lllllll r LEGJBT,`E THAN THIS NOTATION, �- 1 - I �, - 3�- 4 I ^�'.lY--�� - .II I .,L �_ IU _ I I1� I 1Z 3 l l l r T ��f I I I�{ I { I I 0 I APRIL- 2 6 � 99 IT IS DUE TO THE QUALITY OF Na 36 x� THE ORIGINAI. DOCUMENT. _. — E 18Z I SZ trr Z I tIZ tz Z { LZ 1 Z Si St I Li 9�t 4T I iii ET I! I' I 1 111 + I I II Ili IIIIIIIiI� 1!!111111111111111111 Illl�illllllllllllllllllli�'I IIIIIIIIIIlllllllllllllllllllll IIIIIIIII IIII�IIII II!I (Illllll�llli IIII IIII IIIIINII �II I II I J III�I 111111 II II III�.JZIII�IIIIII III ,III IIII fill II�IIII III, I i IIII �l illi II II 1III IJ, 1I . l 111 1 N lr•�.r. �/r F- -- V' Ln r. +\I 00 r7 cv r. r. rn r IT 04 W c: r7 O CV (714 W c� A 111) r-1) c� U O O i 111 c X v -- U. BM #112 CL. 72NO AVE. 1320 S /0 BONITA RD. o ` EL. 169. 37 0- Q, - G �ti1 j N 8 9 ° 21 ' 24 0 E ��l 2 90 . fi fi r rrr�wrw��www��www�wsww��wwww��ww��wrra�wrww�rwow�wwww�wwww�w.ww�rr..��www��wrswww�rowrr�oww��ww��www`�www��ow��rwr���wwa��rw �sw�wwr t� A C. Agro OGJ •� �1 R�0 60' \0 C URB - -- — \�h � — -.-� _. -_ \G � ------ l _ _ �_ _ h AP- FH- I iI �o 20, 20 O • 1 c) O �G EASE. oil G 01 QQ c)) i � shah �� \�a �� 0 \ � \�h� ! ��6 0 ap 4 + -�` -I- -� I I c v w z o � I I F PK. �!I I' I I Z O J r J I w X > �- Amo \ � Cc U _1 � � w \iv N � �G• W I � � o_ 3 \ �0 ro \1O2 \�D \G1 \�6 tib ( I o O��G • i I I Ujil, I (-L i J 0 ' � ' -� 3 0 � W ` LU ° _...1 '-" \� .•� s p 0 C1 4 Z �O 0 Lij % > U o I I I I I w o o �} 7LIJI I I 'S �`• Z tos cl I 1 U (N o • v �; 1010 a. � < flus' CB ` 3 3 (D W ,��I kIM=165.57I� :!� 0� w 1= — —'I IE : 163.55 I I ' z cn F- C) N g '' (02 I — w LU G�. -j LO •+ j u I kQ) I t REVIV ONS: WE: 8- 13-91 SCAT 1 • -20' -0• FILE NAME: PFCWOSP DRA*N aY: JRN APPROVED 8Y. �� Fri SHEET: 11'C)p C 2 C 1 PROJECT NO 3275 FACILITY'; iIJp9.'.�_II.1 '? OF 14 ACING PRIDE N.lowI, II I .II III I 7 Ill 1I IIp Ij I ( I ` IIIIti1111111r il � ritrrr FIt1 �, IIIA , IIIIIrl; . 11IIIIIIIII111111111IIIlIrTIIIIIIIIII11111111IIII1+- 11? II TH•%S DOC�NMENT TS LESS ` l ` ` LEGIBLE THAN THIS NOTATI0hil I 4 I I ( I I ( I I I ],ll I ! � APRIL 6 19J3 I ' 61 ` 8 0 I IT IS DUE TO THE QUALITX OF------ 4, as 0,�x n� T11E ORIGINAL DOCUMENT. - -- -- - --- - -- — - - - - -tillm: 6ZSZ �LZZ 6T, £Z Z IZ Z 8t St Lt 1I9t 9T � i�T £T Zit I it o[ 6 � 1 L �L IIII I Il I I11I I III�IIIJ IlIIIII IIII III I II�IIII 'lllllll Illllil IlllIIIIIIIIIIII IIII111W111�I1� IIIIillllr Ii11�IIli�IlIi1111 Illl �i► l�,l� �I� II II 1111111 III (IIII . II111 l Ill II II11 I I Il ``� U r- - 'I7 Ln r� C14 00 M G R A D I N G i P A V I N G (", r-, N 0) 1 1 1 . Excavate site areas and rough grade as follows: LIQ = ri Ni • h N N Paved areas -12" below finish grads m Drive slab -12" below top of slab C14 L- ro M Building slab - 8" below top of slab 04 O o In to New underground tank area to be excavated and backfilled, in '7 conformance with DEQ, EPA and tank manufacturers. v w Planter areas - 6" below finish grade. Remove all stones, bticks and construction debris to a depth of 12" ( 18" below o finish grade) and prepare for topsoil . a_ 2 . Excavate building footings to undisturbed soil 16" minimun \ below grade. JN, \ 3 . Backfill with graded granular material, clean and free from all rub!.,tsh. Place in maximum 12" layers and compact with Uy � \ mechanical tampers or rollers to 95% density. J) SF%� 4 . Place base material and fine grade to +/- 0 .05 ' and compact as \ follows: Paved areas 8" crushed rock 3/4" minue \ . .. .......... ...... . ....... cru Drive slab rock 3/4" minus . b 4" shed TankBuildslabslabs 4"Fce�ushec? rock 3/4" minus" � O N 89021 ' 24 ` E• 2 90 . 66 ' 3 gravel or sand to E below top o slab by tank installation contractor. Do not run v __- ..___ .__ __��_• .__��w_���_ .. __ __���_��__��.__��.__��_•��__..��__��.w_��__�r�r��rr__.r.�__�r� __���__��n_ equipment over tank backfill -- damage to tanks ° � 6 I •� N may result. X y UAZ �6� 5 . Listed depths of base material and paving material shall be W _ 16?.60 I the finished .:ompacted thickness. - - VALLEY 164 25 -- --- EY _ 6. Graden not otherwise indicated shall slope uniformly between points where elevations are given or between such pointe and o existing finish grades. Cut in flow-lines, especially at driveslab to insure proper d.iairage as shown on the plans. o O e I . 1 i 7 . Asphaltic concrete paving shall be app'.iod in two layers o 00 having a total depth of 4" after compact'-on: 6��ti ti I�Z The binder (bottom) layer shall be 2" Clrse B asphaltic °s h \ O \ I � � concrete z The surface (top) layer shall be 2" C::ass C modified asphaltic v concrete. z wa p 8. Place asphaltic concrete only on a clean, dry base course with \ \ 164401 _164.65 ] a surface temperature not less than 40 degrees F and rising. (D ^ LL 164.65 1 1 5-501 ' 9. Apply a seal coat to new paved areas, subsequent to proper J •o o O• I curing of the surface. LU XO z \ 1 Fa 8 LL � o \ C-6 0 0- I ❑ © ❑ o _J \ Y w ►-1 W F---! E a- 4, 3 \ \ ^,a o o 64.3 1!"i�4.45 164.75 F/65I� ❑ 164.F.5 ❑ 1 F-4 164.40 E64.65j t Elq .65 16 .50 �Q � 167�0 0�. VA • - + �o w < ��•� �6 -_`�- _ 16 5.00 � a z z ti Il a- N0 ^' U w IQ O C)Q _/. r 164.30 \ `h �p i. � LJ 4 L� / • 1 1 EXU w W z E— LU '>j • ��- . . je�165.5 5 `• �� I V�� FINISH GRADE •`�•• I ( - DEXIST. GRADE 1"• ' ' O REVISIONS: DATE: GRADING PLAN - -_ __-- _--- SCALE : 1 ' -20' -0' ILE NAME: MFIT7SP I DRAWN BY. APPR�`Vk:D RY: i' SHFET! GRADING PLAN - �' �`aVINEL •rf-4 T � ��• 8EI1" � � .�� -v H-G N 1 �Y3 30.�9 OF 14 PROJECT N0: 3235 FACILITY: IMETROFUELING .7. OF 14 r • w �IF�TH,S8 D06.WENT IS LESS ill illl-ill ill ill Ili ilr ll �I �1r11 11 I r l i� � I LEGiBft IkAN THIS NOTAT �1I I � I I+� 1111 IIIAIII I i 111�1111 Z1I -I I II�IIII I VIIII�I �llllFllIllI lllIllli\4l1Ili-l-lliil,6,'l l'I tlii�l lIII-EiI-I(t-Ii lll-I�lli Zl ltllIl�llitll\l ltlA111i1�111i11-i11II1, i Iillll lllll►l-i lA-i_ii-i!II►I►iIlliil 9fIi1�!Ii++�i—Ii+�_�Ii�TIll ii_l�l�lilll iIIiIil iA-IIII`i IliTillIl►l lIlll�llI APRIL PRI kip' 26 1993g4 �i IT IS DUE CO THE QUALIT' OF No�6 �`sem`? 1ilE ORIGINAL DOCUMENT. -.6Z- Z A161 -6tLIt [ IIII ill8 il11�1 IIIIII '11111IJI • , • l Z U-) r r. CV QO M �1 cv W G M r') O CA N �7 u') N U O O -- Ul In -v L: x v -- LL 0 cl- JlnJ • ............ ........... ... ...... ......... ..................,.......... ............ ..... ....... .... N 89021 124 " E 290 . 66 ' Q 0 S =2.2% .............................................. ...... .......................... .. V---A y — - 4 -- - --- 150.6 at \� 158.47 irj I I(D r\ � BfOFI LTRATION SWALES I\ 0) \ I z o -j \\ •O O I Q• 4r� ❑ ; LCL m G B I O \ \ Ci-- o ! O• ; 1F- � w li ❑ a a ce - 0Q3 CB ❑ C8 CB ❑ CB � ' W �� a- 3 • � IE=161.95 6 DIA. S I% tIE=162.80 i I � H \ Sr •0 O ! 0 ❑! ❑ B v \\ -162 6 ~ i o -� I z U � _ I I \. �' I•\\ Q i I �I 0 L11 ° I" • \\ BY IDISTRICT f\ d cn w �- LAWN r'�I) r O LJ 4 I E =161.30 -�-'- �. o �- I I z z -----. 3/4 WATER " V r. cD /� J�♦ /�S \� OG OIL/WATER SEPERATOR I ,0 .9 0 ~ -6"GATE VALVE I f I 13 O SOP ui I � � U � B10F1 LTRATION SWALE ; --y °p l � • \ �; 2 iUi ~I 1 I z I- \� 4 r^�•�'? nom..` � �I �- Is REvIsIONS: DATE: UTILITY PLAN SCALE 1 :_20' SCALE : I ' -20' -0' r I.F NAME: MF=IT7SP I DRAWN BY: APPROVED BY: SHEET: UTILITY PLAN �l iQ• \�� PROJECT Nn: 3235 FACILITY: METROFUELING q I)F7 14 0 w l.. I ► f " 1 I IIllIllIl11._1_11-_11111IIIIIII tIF T14,8 DOGMNT IS LESS � IIIII - Iflrl � IlI liIlIlI llI� l�l APRIL 926 1993 THA' N THIS NOVATION, 4 I'r IS DUE TC; THE QUA,.I'rY OF THE ORIGINAL DOCUMEN'L . - -- — -- - -- - -- -- -- - - - No 3e E 8Z 8Z LZ Z i•Z Z tZ Z 18 Li 19[ Si[ t'[ 'It'll [ Z' It 4 E II Z t,�,u� Ilil (IIIIIIII IIIIIIII I �'a, IJllill!IIIIIIIIII IIIIIIII I!ilillll IIIIIIIlI IIII�IIII,IIIII1III 111111lll�il!illlli IIIIIIII! III!INII \� I II I,I� I II IIIIIII�IIIIIIIIIIIIIIII IIIIIII I � o� III I� I III IIIII IIIII itIIIIITIIIIIIII�IIIIIIIIIIII IIIIIII , I I i III I�II�I Illllilllllllll� IIIII II I I lll Lr) U I I • V" N W c M M o cv N cn m LANDSCAPE MATERIAL LIST \�. 14 a o 0 - Ul) Ln v a_ .......................................... ............................................. ................................................................................................. ........................................................................... ............................. +- tl PYRUS YANA RPEAR ) 2 CAL . APPROX . _ \ N 89 ° 21 ' 24 ' E 290 , 66 ' ° (( CANTICLEER v •r��.�����������������.��.������s�����������•�•.r�.���•���r••�.�r.�.���r���••���•�r��••r,����•�orr��••��Ar�•� I n.. O COTONEASTER DAMMERI 2 GAL 6 ' O . C . ( BEARBERRY COTONEASTER ) �• ' �- .......................................................................... ..... ............................. ......... ....................... ... POLE L I VHT ' � ' ✓�J._ _``?. BERBERIS VERRUCIJLOSA *• f•' ' - ���- .� ���- �I'= IZY 3 GAL 31 O . C . BIOFILTRATION SWALE (WARTY BARBERRY ) 4-4 ` f PINUS MUGO MUGO 3 GAL 4 O . C . p e , 1 (MUGHO PINE ) °r' 00 �' � � AZALEA KURUME 3 GAL 31 O . C . .0\ T�--E�(IST_NG OPEN ( EVERGREEN ) �� GRASS AREA TO I I REMAIN JUNI PERUS HOR I Z . IPLUMOSA 2 GAL 5 ' 0 . C . ( ANDORRA JUNIPER ) PHOTINIA FRASE.RI 3 GAL 6 ' O . C . ��` ° ° ° ❑ 0 1 ❑ , I r. ❑ w LLJ o �`I-f _ � . . . I I � y y y NEW GRASS AREA SOD l L I z VW Z Cliff LAN D S CAP E N O T E S �S' "' _ I ' ' O KENTUCKY BLUEGRASS SWALE SEED �` _L'= , 1 . All plant material v ` \i ( Z 0 w _ p shall be guaranteed from final acceptance - _ - .:i I S � 1 I z o _J for one full growing season or one year, whichever is longer. cv 2 . Place a minimum of 61, topsoil in all planting areas. Planting '9Q S = I1 : 1 � I � 0 0 Oz beds shall be 3 below adjacent curbs and walks to allow for I barkdust . Rototill topsoil into subgrade a minimum of 6" . N57 _J Excavate planting holes to 2 times the largest root ball �? ��\ \ I 1 I t--i Z a 3 J• . Y width. Backfill with a planting mix of 3 parts topsoil, 2 �� parts organic matter and 1 part cow manure. Dish surface �? "--UTILITY B_DG. I i I H around plant to hold water. Stake ur guy all trees. / Ir 4 . Fertilizer shall be commercial mix inorganic 5-4-3 with micro- T - Cr) nutrients and 50% slow releasing nitro"en. mix into planting �s �`� ; - z areas at the following rate: U-- shrubs 1/3 to 1/2 lb. per plant sO e F.._I trees 1/3 to 1 lb. �� - 0 ground cover 25 lbs per 1,000 sq. ft. • . � PHOTINIA O 6 ' O .C . { 1 l • x 5. Mulch planting areas with medium ground bark mulch to a depth l I I H , of 3 in all planting areas. POLE 1 w l t- 6. Bid Option, provide a one year maintenance proposal which I Q al details periodic mowing, weeding and fertilizing. • T ,rte _ T_ w Z I R R I G A T I C N N O T E S ••��...v\• I L.L O H _T Design, furnish and install complete automatic irrigation _�``'~'�•.��� a I y s s em. a_ Cr SI TE PLAN Z 3::W 2 . Irrigation system shall be designed with "Rainbird" controller, PES sei ies valves and 1800 series pop-up heads or S C;qL E : I ' 10 ' - 0' equal by Toro or Weathermatic. One year manufacturer 's �- warranty required on ail equipment . Zd < U3 . Circuit lawn areas and shrub areas independently. Use 4" pop- up heads in lawn areas, 12" pop-up heads in shrub areas . All heads to be installed with flex-pipe or swing joints. 4 . Piping to be class 200 PVC with a minimum 18" bury on mainlines and 12 " minimum bury on laterals . Slope all lines 1 to a low point and install a stop and waste vale with a 24" deep rock bed and plastic valve box with lid. 5 . Provide owner with 3 sets "as built" drawings and operation manuals . Include instructions for proper winterization of y irrigation system. REVISIONS: DA T E: SCALE: AS SHOWN 4 _ FILE NAS: MFIT7LP I 1 a a + { 4 a . + + + a 1 + + + + DRAWN BY-. - ♦ i i i i i 4 i 1 i 1 i 1 �i 1 1 i 1 1 i i APPROVED BY: i i i i 1 i i i 1 1 1 1 1 1 i i 1 L 1 i i 1 i 1 i i 1 1 i ♦ i + i i 1 1 1 i i 1 1 1 1 1 1 1 + i 0 + --� i i r 1 1 i 1 1 i i i i -► y SNEFT: LANDSCAPE PLAN 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 •Y L i 1 1 1 i + i S . W . 7 2 ND . A V E . LANDSCAPE PLAN PROJEC:r NO: C SCALE : 1 ' - 10' -0* �� `� FACILITY: METROFUELING ~ � 4IS LESS �} 111 111 Illr1ll I-I-I 1r_ll - �-ir-7117 -----�1`Tjljl ( Tr IIII II� II1111 11I II IIII IIII IIII 11-II II_I I111 Ilf;C! I _I_!_I I_I�II I II1y1II -Irls_ _III I 111.111211 APRIL 26 99 1r3I I 4L _ � � �LEGIBvE TPHISNOTATION11 ?t IT IS DUE TO THE QUALITY Off ` No3d � !i - �' • ii i THE ORIGINAL DOCIIJMENT. – —T-- £ I Z 8Z LZ Z i'Z E Z IZ Z 8i 9I Lt 9t 4i 6�t E�I Z'i �II it Ot 8 L 9 4 fi TE Z Ir.►>w, 1', I I IIII IIIIIIIIIIIIIIIIIIIIIII ll L�llll III IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIIIIIIIIIIIIII IIIIIlII11iIIllllli Iilllllll Illil�lll I i IIII I I II�►IIIIIIIII IIII (1111, I 111 I I I 11 11111111 I II II l 111111 l l III ► 11 illlllll�llll � Il I ! II Illllll ► l 1 u � lll 1 1 1 1 1 /2' COPPER TO FM-- "T U) r-i LOW POINT / HOSE BIBBS r\ N oc> M DRAIN 1 cv r, r, c\, PAY PHONE FIRE EXTINGUISHER BOX Qjf,J vi R��IN� N '� 3/ m N C`J - A r 96' TWO LAMP BOX2 VALVE I MAIN SHUT N M M FLUORESCENT EMERGENCY STOP LOCATEDo OFF VALVE �� O O 0 F Ln Ln INSIDE FIRE EXT . BOX (+ / ��. -� -- PAY PHONE X ' -�� C7 4 --- --- --- - ----- ------------- — _ .-- OF AB_. GEDGE OF PAVING FACE 6' SLEDGE--_—__._-.____ �- — - _- -� LL aw. -6• RADIUS 6• CONCP,ETE r w PETROSnNIC III -- rSOLENOID LATCH SINGLE POLE SHUT OFF aI FROST PROOF EMERGENCY S OP o 2 H . P . �tRTICAL LLil SWITCH TYP VALV TYP `� .l HOSE BIBB 5 ' DIUS� \\ AIR COMPRESSOR - - - - -- - - -- - - 5 GAL . WATER- - r -- - - 6' WALL _ ROOF LINE _ _ _ - - - - --1 -- 36' D(>,"R 48' TWO LAMP HEATER �* �\ DISPENSER.- , I FLUORESCENT TYP �� 1 /2' CONTROLLER \ ATR HO E REEL '� COPPER I 30 DOOM �� of r-3° WALL TYP ' / 1 EXHAUST FAN -\� � f ' �� Ai R COMPRE SOP- \ E ,T TIME CLOCK- �, //�� / , \� I \` �I `�� PVc"C�NE \ i LIGHTING I`.\ \ ai r. 1 HEATER W/ �' \ / ( CONTROLLER \ �/ t / THERMOSTAT TYP TURBINE -�• i ; ;- 1 ® / I �/ % l I ---f . 5VTR RELAYS r v `��i � I• -� '_ ter'- '� —J � I I • 1 I / I .4F. D . wz OIL r7 O n,q J4, WPW — of - - -- --wa I �oI 3 VTR H I - T- I R� 1f 1 - - -- - - - - -- -- - - -- T -- - - - - _ - -- - _ - -- VENDING ELECTRIC PANEL Ir. , 0. 4' PVC POWER, CONDUIT TO POWER POLE \ I LAMINATED _ _ v MACHINES EXTRUDED MODEM OUTLET 4LASTIC ' 0" - 4' 8' S ' 4' 0' I2. ' 01 PHONE OUTLET- - ELECTRIC CARD READER-' 1 /2' COPPER-;' I 'TOP AT 36• CONCRETE \ CONC. CURB METER CONTROL OUTLET TYP - TRAP PRIMER- _/� EEC. METER � _12 ' 0' - r. 0 ELECTRICAL PLAN PIPING PLAN FLOQR PLAN 1 /4' - 1 ' - 0' 1 /4' - 1 ' - 0' 114' - f ' - 0' O h O� B U I L DING CONSTRUCTI ON O 1 . Building is designed to be constructed with structural 3" rib z W factor finished steel y panels, for wall and roof framing. Doors to be insulated hollow metal doors with Schlage A70PD locksets, thresholds, doorstops and weatherstripping. The z j J reatroom door shall also have a closer, and deadbolt with "OCCUPIED" indicator. FACIA COLORS TYP . r 0 m a —FIRE RED EMERGENCY STOP-- 2 . Contractor may provide a bid alternate for wood framing as U_ 0 3 ' DOWN- ��-- VERMILLION SWITCH AND follows s }--- W _J SPOUT / - MEDIUM ORANGE VENDING FIRE EXTINGUISHER `, GUTTER INSIDE - ,-4 LEMON YELLOW �_ 2' MACHINES �, FACIA ROOF LINE a. 2 X 4 studs at 16" O.C. #2 or better Douglas Fir. a 3 \, b. Wood in contact with concrete to be pressure treated. / c. Interior wall and ceiling-METAL WALL g finish in toilet room to be f---! -� ---=� --- -- - -- - white .090 FRP panels applied with construction adhesive - --- - o \ ------ - _=_- ==_�__-__36=- - NISED to 1/2" ACX plywood. Use white plastic joint, edge and U S _------- -- PANELS - --. —� _ — --- -- - -- PRE F I ^- 1 - -- --------- -- WHITE corner trim. #---- d. Interior wall finish in Storage area to be 1/2" ACX °X 7 HM plywood, primed and painted off-white. / /--- PAY PHONE e. Insulation to be kraft faced fiberglass batts, R-11 walls, INSULATED / / R-19 roof . f . Exterior wall finish to be 24 ga. interlocking pre- finished panels sct'ewed over 15# felt to 1/2" wa• o ' I METAL WALL � C-- { �I `�- --~- � / erboard U o PANELS I of _ I I S or CDX sheathing. PRE - FINISHED `O ` CODAS ` OILS ` I REST I � g. Roofing to be 24 ga. standing seam panels over 15 felt Q C- _� �__� , ' !' over 5/8" CDX. _J w ROOM h. Doors, as listed in item #1 , to be set in hollow metal WHITE I o N I � _ --F. P . HOSE BIBS � i I frames. . o cn 0 - - w -� ------ AIR HOSE •> I I Q z Ua N O LIJ T H W LL 3 O H ROOF LINE _ a_ NORTH ELEVATION _ SOU1 H ELEVATION GUTTER \ - _ Z H SCALE : I /4' - I ' -0' Li SCALE: 1 /4' - 1 ' -0' W - CEILING g R- t9 INSULATION—, R-- 11 INSULATION SLOPE ROOF �- SLOPE R 0 0 F C-- - _� _-_- - /4 " PER FOOT 10' 6• —. _ 1 /4' PER FOOT - �\ r SURFACE MOUNTED \� 4' 0' 6'0' 6' I GOTEFIXTURE 11 - 2 6X 7 o HM MTBRRORO ----- --- -__-- - -� — -- --__ - - --= i NSULATED _ _ �- � � /• / PAP EE TOWEL _..'_' - - - DISPNSER o ELECT . BY VENDOR METER SINK - - 00/ r__ z x6 GRAB BARS 7�4 --�-� 9AC�1�0 FOR FIX UE MOUNTING REv,��oNs: UJ SCALE: TOILET l DATE: 1 - 16-92 O ------Imo' l 1 V 1 ENDING i MArHINE ° h - -_ mFILF NAME' MFIT7BD1 < .� DRAW4 BY: ARA-DJG oo LU SHEET: UTILITY BLDG TO I LET ACCESSORIES WEST ELEVATION EAST ELEVATION 1 . Mirror Bobrick B-165-2436 &SECTION SCALE : 1 /4' - 1 ' -0• SCALE : 1 /4' - 1 ' -0• 2 . Grab Bars Bobrick 8-6106 36" and 42" 5 -ALE : 1i2•- I ' -0• 6 ov- f`1 3 . Toilet paper holder and paper towel dispenser will be provided PROJECT N7: by owner or their vendor, 3235 FACILITY: METROFUELING DIII`1920 23 6 IDF 14 • yIF� TKta DOC#i EVT IS LESS 1I1I�ilill III III III Ilf 1 III t�lfirJrrr t i �'� . jT 1T 1iI 1' 1�11F III I j.lI �IIIIIIIIIIII III III Ill III II III I I III III IIII Il ' IIllllll III Ili II I I APRIL x w t LEGIHIL�E ThiN THIS NUTATION. I I 1 I I I I 4• 1 1 I I I O 1 17 ! I I g I I ` I I �Q I 11 I I I � APRIL 2� 1993 IV IS DUE TO THE QUA,,ITY OF No 38 �•�„�'''” - THE ORIGINAL DOCWILNT. E RZ 8L I LZ Z fiZ £ Z iZ O--rZ --8i FI Lt 1 At 41[ b�t f.i Zt tt I i 8 L� 8 9 £ 1' 2 r FIRE RED F- - d' VERM I LL I OBJ Ln N MEDIUM ORANGE COLORS TYP . H.O. STRIP r-, 00 ro N N / — LEMON YELLOW LIGHTS t\ I\rn i W M ►� 10' o o N N - ---- _ ------ _ -- - - _ (n U) `I IRE RED ------------ — --------------------------- - vo r1) VERMILLION}L � Ln Ln -TMEDIUM ORANGE X `� — - -- LEMON YELLOW ° u COMMERCIAL PUIIL 1 Nd -_ a ok .8' 0 CONC. FILL 4' 0 CONC. FILL eoBOLLARD SEE SHEET BOLLARD TYP SEE � - SHEET T2 FOR T2 FOR DETAILS oj. / DETAILS \ N I z I , N SEE STRUCTURAL- DRAWINGS 1 J _ _ r- _I J i - - DRAWINGS FOR - - FOOTING DETAIL i I I i I I I I I I o I I I I I o L- -. - .- -� �- - - - -� POLE SIGN o CANOPY SOUTH ELEVATION SCALE : 1 /4' - 1 ' - 0' SCALE : I /4- - I ' - 0- zO U W z ►-, O (.D t\ Z O W _____ __. __. -_-_ -_ n �•- W (C _j �..._ Oco z > L"�T - O O 0 . H _j T _jJ w 1 W r-1 F_ a_ -- DG':BLE HOSE DIS DENSER DOUBLE HOSETPROOF TYP DISPENSER HOSE BIBB //–SINGLE HOSE 16 ' HIGH `r 4 TYP � DISPENSER � LL/ -- -- SATELLITE DIESEL -- SINGLE HOSE 400 W SMH r - CARD READERi DISPENSER /" DISPENSER YARD LIGHT 8' 0 CONC. FILL-- BOLLARD TYP SEE ; 4' 0 CONC. FILL SHEET T2 FOR I / BOLLARD TYP SEE / J DE"FAILS SHEET T2 FOR / DETAILS �--- 4 " POLE C � 1 i I I r W z I I Q V/ lU UR SISI �Iu u j a tp I N I I N I I I R rq II c �O ( 'o- W Z C) -1J �IJ _ - I I I I LL o � - � r �-- -IJ - � r _IJ - � ►-� z O - - U cv I I I 1 - 1 8 " X 1 8 " X 4 8 a- i CONC . FOOTING z w 3 < 1 z I F- I I I I �; SEE STRUCTURAL I cn L - - - - -- - - -� FOOTINGJDETAILL _ _ _ _J L - - - � I _— I o ISLAND ELEVATION 3 C ISLAND ELEVATION SCALE: I /4' - I ' - 0' SCALE : 1 /4" - I LIGHT POLE SCALE : 1 /4' - I ' - 0' MASTER DIESEL SINGE DIESEL SSATELLITE DIESEL-- DISPENSERS DISPENSER DISPENSER HIGH VOLUME LOW VOLUME REVISIONS: -- CARD READER 8" 0 CONC. FILDATE: 1 - 16-92 L_ BOLLARD TYP SEE 8* 0 CONC . FILLSHEET - - 8' 0 CONC. FILL-, SCALF: BOLLARD TYP SEE I i /-I' - I ' -0" DF-TAILS' FOR - SHEET T2 FOR I I BOLLARD TYP SEE - FROST PROOF DETAILS SHEET T2 FOR FILENAME: MFIT7IEI HCSE BIBB \ I DETAILS (� DRAWN BY: C.IG-ARA D I as -___ ---- I I I "-, I rZ D D + I APPROVED BY „( - N SHErr: ISLAND ELCV . I J --� -I J _ SEE STRUCTURAL DRAWING,) FOR 1 I I 7 Of 19 I SAND ELEV�.T I ON FOOTING DETAIL ' � I T S I I 0' i E LAND EI,E�VAIOM I PN...F<.T NO: SCALI4' - 1 - 3235 FACILITY: -� --'" ---- METROFUEL i NG 2 � T fi � ► � I iIiIiII I 9 I III I II i1f�*1 IIFTH$S D04WENT IS LFSS IIII:I1111I : II 111Irrp Illlrll 1llIgl I,F.GIBr.E THAN THIS NOTT.TION, �1 � ,1__-___--l-•- -� , APRIL 26 I993QUALITY 8IT I. DUE TO THL w THE OR1vIIrAL DOCUMENT, _._ _.. _ No"o �'mow:.""' � ;cl•:�:... In, �Z 1,6" t� Li9i ��iibI £Ii ii 8 1 to L R 9 ILI I I I 'I I 1�II ll�lllllllll III.�IIII 1111111111111 .IIIII� 111 III I I I �� � II ► . 11 1I 1II I ( IIIIIII�.11111111111i�llll�ll�llll�lli�ll�lllli II II III IIII I Ilil S I I SII IIII. I I, I I , !� I 111111.1 I INu a -- #4 BAR 0 Iz• 0 .C. EA, WAY -- 3/ 16 ' GALV . STEEL DIAMOND PLATE - 6x6xW1 . 4xW1 . 4 W. W. M. z 'n 1\ IN 8' THICK 3500 PSI CONC. 12' THICKENED EDGE TYP 04 ,BARS CONTINUOUS IN 6' FIAICK 3500 PSI CONC . �� 00 M DRIVE SLAB W/ % SUMP COVERS AT FUTURE DISPENSERS - EDGE REINFORCING TYP DRI VE SLAB W/ C14 r. r•-, <v THICKEND EDGE TYP . SEE DETAIL 2 SHEET T6 THICKEND EDGE TYP . (7) 1 1 _ — ----------_-_-__ -__ THIS SECTION 88- CONCRETE W/.-.R.EBAR .�------ ------- -- THIS SE Co 6 CO�CRE- TE W,' W.W..M. __-___-------_ w c r�i rI) r - --- - ..._----- --- --- -_ _ - --- _ ._— __ ------- --- ---- - --- - - --- _ _- - - -- - 4 w ----1-5- 4 ------ - -�}� 4 ' 1 5 - 4' -- 4 cn y _ nt O O ,7 ,\ ---- ---- --- -._-- -__.._ -- -- --12 EDGE OF CANOPY ABOVE 2' FRP TYP I I _ 0 0 4- O - - - - _ I , • 2' FRP TYP - 1 r. . �.I_ a• 4 u._ ENV I ROFLEX P I P T N TYP 1._-� =1 44 N > •- IS l -* _ SINGLE HOSE DISPENSER TYP . Q) (3) - r `' ,- t I ` IOM SUPER UNL . � `_ G 3' FRP - _ - DOUBLE HOSE DISPENSER TYP . (3) - + VAPOR ` a RETURN kP FUTURE \ �C)` DISPENSERS ( 0- 1 Ce I Ds � ' I � I IOM REGULAR � r V' i — — - - - - - — I VR FUTURE m I . ARD READER °p - - ( FOR TYP SUMP m - i ao P SL=t DETAIL 3 �� -- - co I � I r, SHI ET T6 _ x, ►'> O 8 -� --� - K.2500 CARD READER � 00 C.0 . a � TYP . OF 2 I I 0 12M UNLEADED I _ - J I zI I a, -- - - -- --- - _ 0 MASTER �'` - - ._ -- - - -- - I DIESEL 0 U w a_ r �, � � z � � � I DISPENSERS SATELLITE I < I I � � `-' o DIESEL I U I �o— I ,- DISPENSER I I 1 z o w S y PIPING TYP . D v u DS Q J �� I I I ~ o 12M DIESEL I D I C - SATELLITE ; v B DIESEL E T I I T I o < I T _j_ I DISPENSER T I cn o 'T I s a - r LL � _ - - -». -• - - - -- - - - - - - -- -- -L - - - - -- - - - - - - - - - - - -+- - - - -+- - -- - - - - - - - - - - - - - - - - -- - --1-1� - - - - - - - - - - - -- --- - -- - / CV 3 TYP I - - - - - - --- - - - -}- -- -t-C••G U rte- - I / -- 1 4.. -5 - - - -- -- - ---- -- - -_ - -- --- - - 38__---� ---- - -- __ - 0 -- --- ` -- --- 3 2 0• 1 w CCS/ 1e------ - -- - --- -- ------- 96 * � ` ►- 8" BUMPER -4 BUMPER POSTS w z o ( a POSTS TYP . THIS ISLAND ONLY > q < U < W // oI ui 0 � � "' z o SEE SHEET T4 < I S LAND P LAN r I L of V 3 FOR TANK PLAN SCALE : 1i4• - 1 ' -0* z U W WASHINGTON-OREGON GASOUNE VAPOR -� j��� 0 , CONTROL COMMITTEE _ 8 1, All equipment to be installed and operated as ^•Iglnolly Generic Stage II Approved Parts List tested and certlflsd by the c;ailt�--:'., Al, Resource Board (CARB). New systems or equipment - owly cerlllled by CARD ffi2hMs;S_�16n1 are also cpprovable; Attach c&-tillcotlon If available. Side mount with high-retractor for all Older equipment certilled by GARB Is approvable but may dispensers. - require higher lees for reseorc�. 2. Maximum now rate i0 9pm. Use flow limiter Emco Whealun O �L114Q A10, an aecessol•y. OPW 111V 3. All swivels are optional. however, If used, they must be Emco Whoaton A4005 approved. Husky Model V 4. Staltc l must not dispense gasoi;ne while breakaway Is 4- BUMPER POST FILL d'sconnected. --- 8' BUMPER POST FILL WITH CONCRETE AND O2 �Q-axlstLtlg�__Sea3ttu�lha Proper location of the hose clamp and retractor must be -WITH CONCRETE AND ,� PAINT ILACK dayc,, Petrotl.,x 2000, maintained at all times (as Illustrated). PAINT BLACK TOP OF r'OOTING - i (CAKS. wroved 4/20/88) 8. Vapor check valve, If reg0od, may b,.• Installed Inside or TOP OF FOOTING 1 MATCH TOP OF Goodyear Maxxl,n I outside dispenser, MATCH TOP OF PAVING ` u r---TOP OF PUMP ISLAND Thermold Supedite PA`.'ING �� �- TOP OF PUMP ISLANri I I /2 x 3 I /2 " KEY U _i lJ Emco Wheaton 4041 1 (V i 1�K� - -- - } OPW 38-C., CE ° 1 REVISIONS: --- *3 HOOP TIE 0 ___ 4 @.3akSt11 an (note 4) TANK SLAB DRIVE SLAB d �: — 03 HOOP TIE � Z � � "' WOCV-�C COMMITTEE - r �' Catlow C-2000 DATE z 0 a �ti E r i� �o __ T _ _ •. u , Works sal - 5 STAGE II VAPOR RECO :RY Enterprise Bross I �_92- -- � N F •' d 1'' �O Husk 2730, 3030 ,.`..• : - --- Richards Ind CX-40, CXE-39 3 O - - - y Q 3 DISPENSER EQUIPMENT SCALE: AS SHOWN 12' 0 CONC. FOOTING PrW ss-C, 66-CL - -2` -- 20' 20' ,0 CONC. FOOTING 12 5 1 note 3 ----�7 SIDE MOUNT DISPENSER FILE NAME: MFIT7TI 1 �- •{ �� O ,`stlrjy&_j,11&ws and flt.inos ( ) OPW 38-�S CE -- ,. - -- OPW 43--C, CF, CR - APPROVED BY: .u; fl � '^ Y r DRAWN BY D � LAI L TYPICAL 4 " BO Emco Wheaton A4110-001, A4113-001 - h,�.�,"r ,�'...;a�,. r h��,-,.,,� - DJG TYPICAL w L L A R D DATE: I_, Af •� APPROVED B1': I Y P I CA L 8 BOLLARD z -- S'-ALF : NONF CWI Series 9930A, -B, -C � ISLAND PIPIN CAL E : I /2 - ' I - U - �- GOPoe gSModel 00-750--2 .,CA�_F : NONF� y v, ; ,. - .(� s►+EFT: Pomeco 102-AG, 100-AG J Red Jacket (If required) R.rsken "-- Universal Volvo 880 Gosoilne filid hose (or piping Inside dispenser) Hose assembly sloped to permit natural drainage K of 14 Into vapor return piping when dispenser Is ki retracted position PROJECT No: Riser. 1 Inch or larger Inside diameter galvanized pipe 3235 FACILITY: ` -- MET RQFUEL I NG 1IF� THU DOQWTI N'I' IS LESS , ililll ��llillli il � lllllllr'�'li IIIIrj�ili�� 1_i���. .�, 111 �I� �fllllfl� A,lil � l � � I � I � ll � Ill � li Illlili � I � � I � � lili i ilil � l � � Ir11'I � � I �+ il � ililill illlili il1II I AP - y L,EGIBGE TNAIJ Tkls NOTATION, �_- `rl_ � v_"41 I I I g I 10 I 11 I l�l APRIL L 6 1 993 + IS -- ii------ ___.--� I'1 I.. DC) TO THE QUALITY UF' L --- _ l�_-, i No J8 (p' THE ORIGINAL DOCUMENT. - --�--- -_ _ _ _ _ -T £ __1l.. 8Z yZ LIQ Z b7. £Z T� .I TZ ( Z 8i 8I Li 9T Qi - isi £T Z�i Ti �t 8 L 9 9 E Z ? �•uN ' lilt nl�llll 1111 I till III �� 1 i � �l III IIIIIIII1,lILlllllllllll till I,11Iu1 II�llU Illull, II I III . II ! III I I I I lIU I I I Il�lllll II II�IIIIII�I I I IIIIIIII IIIA II S I I I IIIIIIIII IIIIIIIII Illlllf IIII I► � I I I Illlllll►.Ill<ll lllll,llll�l I�1111�► II r� � I IIIIIIIII�III II,IIIII�IIIII II , 1 V Ln r-, Ln N CC? M CJ Q1 , t SEE SHEET T4 w M M O N N G) M FOR TANK PLAN -- N N O d O Ln U-) -v c X v Q G Q \\ -EDGE OF CANOPY ABOVE � ", -- SINGLE HOSE DISPENSER rYP . ( 3 ) I � IOM SUPER UNL . of --DOUBLL HOSE DISPENSER TYP . ( 3 ) �I qXX x x aox _j �� x .100 Ems, :, x I �\ I � E \ - FUTURE E E \ DISFENSERS JUNCTION E E BOX FOR _ j POWER - TYP , E E I I I / � ,E Ir �-- JUNCTION E BOX FOR o IOM REGULAR xxx � �' COMMUNICA - � E TIONS - TYP . - - -- - - - E _ E ------ E , -FUTURE - JP c. �' CARD JP C - ------ � z _/ I I �- - - - P __;_- - -_ - ao �I 1 LU 00 1 / I O READER I � I -- � .� � c� GE i I z o LU �0 i _j E E TYP0OOCARD READER E I w X v I 12M UNLEADED I E - - E LL Cn z I �� O O OUj J � Cl. �r E MASTER I E J E L �\ ' E F--i - - - \ DISPENSERS E E SATELLITES- E DIESEL E ' U - E J DISPENSEk Q I� / T E - F �- _ 7 E N_ - ,I I oI i E i ,%-}--- -- --- ----- 12M DIESEL E �_ E a °O O 1 400 MATT SMH I � L]I / -- - -- - - - SATELLITE CANOPY LIGHT ter' I -� j DIESEL TYP . OF 15 `° LU DISPENSER 1 d 1 1 N ( Cl-Uj W Z U > O H LIf �-72' HO FLUORESCENT 04 ------ - -- _ - _ _ -- -- -- - ---- --- - - . .. - - -- ---- - ------ - - --w � U Y (6 ) z� o 4 5 15 8 �� -^ 8 $ 14 O FOR FAS IA �IGHTING UC] Fes--- - --- - - - a -- -- - -- - -� W r- U W O K h 0. < ELECTR ICAL GENERAL NOTES ISLAND PLAN_- SCALE: 1 /4" - i ' -0" 1 . Labor, material , equipment, design and utility company coordination required for the complete installation of the electrical sys':em as in icated on the drawings will be P L U M B I N G N O T E S furnished by coi,tractor. Electrical Contractor will also be responsible for any design changes, field engineering or load 1 . All plumbing work shall comply with the Uniform Plumbing calculations in addition to the information provided on Codes, UBC Chapter 53 energy conservation and any local the drawings as may be required for permit or construction. C O N C R E T E 100 T E S requirements. 2 . All electrical work shall meet or exceed all applicable local , 2 . Water Piping: Underground water lines s}ia11 be Type K soft- state and federal codes . 1 . All concrete work shall conform to the requirements of the temper copper tubing. Above ground piping within the building Uniform building Code and ACI Standard 318 Building Coda. 3 . Contractor shall obtain electrical p��rrnit. shall be Type L hard-temper copper tubing. Use copper or 2 . Reinforcing steel shall conform to ASTM A615 , Grade 60 REVISION: brass fittings . 4 . Electrical panels shall be square •'D" or. equal . deformed bars . Wire fabric shall be 611x6" 10/ 10 gauge welded 3 . Waste Piping: ABS or PVC pipe and fittings may be used as per wire mesh, lapped 6" at j.)ints and installed at mid-depth of '^TE` 01 - 16-92 code. 5 . Contractor will be responsible for coordinating with equipment the slab. At contractors option N4 bars at 24 " O.C. may be suppliers to insure that all systems are installed per used in lieu of welded wire mesh. SCALE. AS SHOWN 4 . Storm Piping: PVC pipe and fittings may be used as per code. manufacturers requirements and that they are fully --- - --- - ---- operational . 3 . Foundations and footings: Use 2, 500 PSI @ 28 c: ,ys curing FIL.F mycl MFITiTII time. 5 . Provide trap primers at floor drain. - _ 6 . A1:1 conduits passing through hazardous areas shall be Rigid 6 . Use DEA Touch & Flow fat+cet at lavatory. It is available from Steel and have poured seal.offs at each ens], per :ode . 4 . Driveslab and Tankslab: Uso 3, 500 PSI @ 2.8 days curing time, �RAwN By: pJG DEA Bathroom Machineries ( 800 ) 2.55-4426 also order mixing tee with an air entraining admixture added at m.i.xing plant only. with check valves with faucet. 7 . Junction boxes arid fittings within hazardous areas will be Light broom finish all drive areas. APPROVED BY: explosion proof as required by code. 5 . Exterior walks and islands : Use 2 , 500 PSI @ 20 days curing SHEET-.1M . ELECT . 7 . Install. RP device approved ey the Backflow Prevention 8 . All outdoor elertriccl boxes, lights, etc. , shall be time with an air entraining admixture to be added at mixing Foundation per Local Water Purveyor. weatherproof and meet all codes. plant only. Apply a light broom finish in the same direction 8 . At toilet room lavatory, provide devices to limit flow to as the slope. • 0 .5 gpm and outlet temperature to 110 degrees . All cover plates for outlets and switches shall be ivory, Sierra or equal . 6. Public curbs and sidewalks: Use 3, 500 PSI @ 28 days 4" thick T 3 9 . Air Piping: Standard galvanized pipe and fittings may be per City of Tigard requirements. used. 10 . Contractor to wire and install card reader in accordance with 9 of 19 man>>facturei9 requirements . 7 . Driveways: Use 4 , 000 PSI @ 28 days 6" thick per City, of Tigard PROJECT NO: requirements . _ 11 . All wire to he stranded copper per manufacturers specifications . 'Turbines and lighting 12 gauge m,inimuru. X235 FACILITY: METROFUELING 9 OF 111 w ` J • 'M` '� JFtTH•S8 DOI�,WruNT IS LESS 1111111 11 1111 I1I111 I(rrlt II11rj iliri T i �ji � T IT� T III I 111111 III I I 1111111 IIIIII � IIII � I � � IfII I IIIiIII � IPIrI � � II� � II iIIII � I II � IIII II+ III APRIL1993- • i�EGIBI;`E TO THIS NOTATION, �- I 2 4I C I j 'T L I I I I I I , ,� -- �--- 1�-. 3�_ _�L� -� ------- 7 8 _ 9 ---- 10 11 12 I�1 IS I)UE TO THE QUALITY OF - - - M NO:Id THE ORIGINAL DOCUMENT. - - - - - --- - - - E 8Z BZ `` LZ 44 Z �Z 1►Z EZ Z `` TZ� Z 8T BI LT 9i 9T 1 t ET Z[ it i i 8 ;�L 8 �111111111 T111111111illill E Z T3, Illlnlf�l �lllllllll Illllillllllll�lilllllllll 1111111) 11111111 !I Il�ll1111111116 l hill II IIIIIII�iI-1-1lll�lllllll�lllllll`I II►IIIIIII�IIIIIIIII IIIIIIiI 1 I IIII�IIIIIIIIIIIIlII111lIIII1 11 ill 1I1i I,ll�i1 LILL�IIII ��IiLI�I ����.�I1L► 1 ( III l Z T In r,, — I- in r. 04 00 M N 1'� N N rn • '7 N LL1 c �7 M O N N V) CTi N O O O ur) Ln TANK LEVEL SENSOR PETROSONIC II 16' MANHOLE TYP -v c: x SUMP LIQUID SENSOR TYP . SEE SHEET T - 2 _ HYDROSTATIC MONITOR TYP . , - - LL. OVERFILL VAPOR RETURN FOR ISLAND PLAN p VENT VALVE TYP . 13) / n FILL W/ 5 GAL . SPILL PROTECTION TYP . 1 - i /2 HP TURBINE TYP -, *4 BAR 9 8' O .C . 8 ' x 8 ' EA. WAY `�.. 04 BAR Cb 12' O .C. EA. WAY LOWER MAT ONLYIN 8- THICK 3500 PSI CONC. TYP . o TURBINE SUMPS ~ 41 5DRIVE SLAB W/ THICKEND EDGE TYP . Ck'-' ENDS - I_ _-5 — 5 . 2 ! -_ 36 3" - -- --- - � .� 24- *4 BARS CONTINUOUS EDGE REI14FORCING TYP . s - - - - - ----- - _ T , 0 O', "' 12' THICKEND EDGE TYP . 3 - 3/4" C0NDUITS -�,\ r•- -- -- -- -- - - - -- -- -- - - -- - - .. - �.�, - -FOR FUTURE ISLAND E --E 1 o i SUPER UNLEADED O I \ 10. 000 GAL . DW FIBERGLASS o 1 0 z Of (� E ENVIROFLEX PIPING z o w -, co � TO GASOLINE DISPENSERS � J - -- -} 1 0 o o I �- uI x I- LL m z �. REGULAR / H � On N 10. 000 GAL . E DW FIBERGLASS 3' FRP VAPOR F- O J RETURN PIPE �--� � CL 3 o ! 22' MANWAY _ I \ 42' SUMP TYP— c { E E l o o 36' MANWAY TYP --- _ _ - 1 RE NV I ROFLEX PIPING TOMASTER DIESEL DISPENSER0 -.._..I UNLEADED / w o E 12 . 000 GAL . J� r !7W FIBERGLASS H 4' PLUG,----- O 1 — -� -- - - -_ -- - -- - -- - - - - - - - -- r I N 11011 w -_ -- - - -- - - -- - - - - --- - - - - - - - - - - - < a oo� I TURBINE (2) I /2" CONDUIT TYP U > 0 u < 0 OVERFILL VENTT -- - _t F E \ Lu w z o VALVE �---- -�''-_ E a_ N MONITOR WELL LOCKING CAPI - z TYP. 2 - ! DIESEL I 12 . 000 GAL . i DW FIBERGLASSuj <.. ........ TT I \ L 15 GAL. FILL 48' SUMP AT DIESEL TANK ONLY \ SPILL CONTAINMENT 2' FRP VENT LINES I - 3/4' CONDUIT- TO UTILITY BLDG. TLS � SENSORS 3/4' CONDUIT FOR TYP . TURBINE POWER - TYP . REVISIONS: TANK PLAN DATE: 12-24-91 SCALE : 1 /4" - 1 ' -0' _------ _ SCALE: 1 /4' - 1 ' -0' �y o v��ti�G FILE NAME: MFIT7TP DRAWN 13\(: DJG-ARA APPROVED RY: sHFFT: TANK PLAN 10 OF PROJECI N0: 3235 FACILITY: METRGFUEL I ISG + " ,I F� TNLB DOfii'p�1F;NT I S LESS 111 11 III 1 1 1 11 III I I r '1 III I"1 111 T T I' 1 17411 1� T,t 'I F1 I I( I' 1 l 1 1 1 1 1 1 I I 11i1II 111111 11111i11 11 1 111111 11 iI'rI I III I I I 1 1 1 1 1 1 1 III III I I;i I ILEGIBLE THAN THIS NOTATION, I „ 11 I I `� Cj I I I ( I I g I I I . I I 101 y I it I 1�I APRIL 26 1993 i Y I•T, IS DUE TO THE QUALITY OF No aeTHE ORIGINAL DOCUMENT. — _ — —T — C 8Z +8Z L'L Z I VZ £ 1 I Z I TZ I I' Z IIAI t III IIII — i.1 I ~ T�9Sr -i—IIII 1-1117111111:1 II1£ 11fl11'11[JJlltlllill1111191111-11,11,911,1111111 ---I£ill ZI-IIII� 117:11 1241 I ll I I I III►III ll. ll I lll Ill 11111.1. IIII�IIII l.l��ll�llli l I IlI I IIl li�nlf�lll Illllil 11111111 Illl�l 11 ll l u l l 1- t\ N 00 f� 1 0 r\ n � W c M M �1 O 8 / 0 O N N I l l 1 0 12" SECURITY MANHOLE , � m I I 12 Q O O O \ 2� MONITOR WELL W/ 0. 020 HYDROPHILIC in in ,1 I ; 4 4" PIPE W/ LOCKING CAP TYP OF 2 PATCH PAVEMENT I, � ,, %� � 22 \ O � ' - PATCH PAVEMENT TO t� MATCH EXISTING � � I � � MATCH EXISTING FIBERGLASS ADAPTOR RING - --- __ h -- Ir-^r---r --♦-- . -r- ---r--♦— - r �_ �-r---- ---- vim- - - -4- 44 ENVIROFLEX PIPING CL .10" TANK COLLAR a. PEA GRAVEL P it a 42' 0 CONTAINMENT SUMP � -- - +� BACKFILL TYP . PEA GRAVEL � BACKFILL TYP . cn - , ✓r O 3/4' CONDUIT O Q 1 1 /2 OP TURBINE O 36' MANHOLE . . / � I � I I •---�- \�-- ____-_ � - - -- .--____.—_.— —_._ — -- I 0 FRP VENT P I P I N G ' v .•e •• � I I - 3 — . , \ I I 11 -- ° :',.• / I I FRP STAGE iI VAPOR RETURN PIPING LIQUID SENSOR 13 OVERFILL VENT VALVE SLOPE. BENCH OR SHORE Z EXCAVATION IN ACCORDANCE \ DOODLE WALL. I ' II _ \-SLOPE . BENCH OR SHORE z I4 04 REBAR o 8' O . C. EACH WAY IN W/ OSHA REQUIREMENTS I Il EXCAVATION IN ACCORDANCE 8 ' x 8 ' LOWER MA AROUND SUMP \ IW/ OSHA REQUIREMENTS TANK _ 1 /2' CONDUIT _ 2 '0' I II • o O II �,� I6 HOLD DOWN STRAP RIB LOCATION II II 16 = ' % o FILTER FABRIC: REQUIRED --=� i TYP � ` I ,, -� i — ;;.., ;, `-• _ r. IF UNSTABLE SOIL ; ';.� FILTER FABRIC REQUIRED 00 17 16- MANHCLE 11 II IF UNSTABLE SOIL 0 to O \ II u I8— PETROSONIC III Z ' 19 5 G'1L . FILL SPILL CONTAINMENT 0 FIN PEA GRAVEL FILL— OR — �-�- _ — ©0 8- CONCRETE SLAB Wi o4 REBAR o ` _ z OR CLEAN WASHED — �/ _ - — —_ _ 12' O.C. EACH WAY TYP O SAND �. - ------ - —. _ i Qr) MONI SUMP WC-LL ©I COAXIAL DROP TUBE W ,'. — --- — - -- - — U � @2 HYDROSTATIC MONITOR z O r\ ': ©3 4' STANDPIPE d CAP z 0 uj uj 12' x 12- x 32 ' 6" DEADMAN REQUIRE) ON 10. 000 GAL TANK d 12' x 12' x 33 ' 0' ,, ©4 EXPLOSION PROOF JUNCTION BOX _j X ~ REQUIRED ON 12 . 000 GAL TANK IF HIGH \; WATER CONDITIONS EXIST. w 0 z ' :%��%' -- - ----- __- ------------- --------- - ---- -- 3 I '6- I i 2' 10.000 GALLON TANK LF,�GTH4' ALUMINUM DROP TUBE u- O - _ - � %' '� H O_ O J Q 15 GAL . FILL SPILL CONTAINMENT �_ 3 37'.0-_1 /2'_.-1.2 ._000- GALLON TANK LENGTH M - - - - -- - ---- --- - ---- 27 48' TANK COLLAR r 1 ©8 48-0 CONTAINMENT SUMP TYPICAL GASGLINE TANK ELEVATIGN _ ©9 48"0 MANHOLE U- SCALE : 1 /2' - 1 ' - O" . U G 7 w 24 - IG 24 18 8 w 2 �- 1 I % 281 2 I,� 2 H / N < L- PA-CH PAVEMENT — 18TYP . U z z MATCH EXISTING f PATCH PAVEMENT TO r` w MATCH EXISTINGLL "` 3' O 111/- - -�- � }. _T_ T-T--'-Y---�-__Y--- -4--Y �� _T 'T-_ •_-•-_. -___ _ _ - � ` arf • 0 I _N V • �� � -4-i� . )r a Lij o, o �- W r1 PEA GRAVEL --� I ° - l ~ z BACKFILL TYP . II �' ! ; PEA GRAVEL � W Y _ _ BACKFILL TYP . / m SLOPE. SHORE , • • � I iI 13 SII II � � _ • ,• . � I I I I � EXCAVATIIONCINOACCORDANCE `� '• / 2 . 0*J�� COAL DOUBLE WALL i � II II � - � J I I - Z W/ OSHA REQUIREMENTS SLOPE. BENCH OR SHORE I EXCAVATION IN ACCORDANCE \ I II II I - • , 'W/ OSHA REQUIREMENTS M II e / 2 ' U- I I I ! I I I -- , . • / A REVISIONS: FILTER FABRIC REQUIRED TYP I I ( II 11 16 I _ ° ' �•'; �� o IF UNSTABLE SOIL ( I nnrF: II II / FILTER FABRIC REQUIRED a, 1 - 16-92 ,.'•.�'�; I Il II X IF UNSTABLE SOIL � SOLE-- : _ � _ \ I v 1 J Z , = - — � / = FIi_F. Nom: MFI T7TE 1- - - PEA GRAVEL FILL—, •�, LJ L1-_ - �/ — OR CLEAN WASHED — -- - — _ . = I DRAWN BY: ARA SAND ot _ . — MONITOR WELL APPROVED BY: SUMP _ _—_ -- ---- -- SHEFT: TANK ELL`/ . 12" x 12' x 38 ' 0' DEADMAN REQUIRED I - •' • L...,� IF HIGH WATER CONDITIONS EXIST . - 37 '0- i /2_ 12 . 000 GALLON TANK ,LENG-TI+ DIESEL TANK ELEVATION PROJFC* No: SCALE : 1 /2' - 1 * - 0' 3235 FACILITY: -- _ METROFUELING 411 TrixS DOCENT IS LESS ' 111 1111 111 111 III III Ilr iltll II III T 1 1�� r �i�'h' li 1� "11P�i 11` III I SII III III I I III 1111111 III SII � I III I I III IIS Ilf�'ll III III IIIIIIII � II ! ll III I I 1I { � 1 11� 4 ( �l 1 1 1 1 1 1 I I I APRIL - LEGIDT:E THAN THTS NOTATION, - -- L_ . � __-� ___ — b �� 11 I �� 26 �93 .-- -----�---- I 7 IT 1S LUE TO Y'NF QUALITY OI''- ---- -----�---- -L- � THE ORIGINAL, DOCUMEN'i'. -- £ LL 8Z ERZ LI�Z �Z i,, .: bZ i �IZ tZ Z 8T b* I LT 8T 9� 1 6T £i ZZ TT T 18 8 L 4 ` E Z 1.– IP ��,n�I �� 1 ,llli�llil I I L� . l I 11 I� 11 lug l) IIII�L,I 1111111 IIII I II II I 11111111 I II I I' II �o 1 I I 1 ll 111 I (illlll 111111 II.IIIIII 111111 III 1 LII Illlfilll !1111 IllI[II llll.1llllllll..11l111111 ll llllll IIII lil IIII II.IIIIIIIiII illi III, II III IIIINII S V Ln r. F- — T In r. N CC) r) N r,. r, c N W c f-1) M O N N Ln In VENT CAP TYP . — -- -- o Q ii. 1 � 2 - GAL VENT PIPE TYP ' 2 ' STEEL PIPE OR TUBE 0 0 I /1 " X 3/4 UNI - �, STRUT CHANNEL TYP . *10 TECH SCREW --3/ 16' GALV . DIAMOND PLATE SHEAR VALVE- r-SHEAR VALVE MTG 7RACKET DPMG4029 ., TYP OF 4 FIELD MEASURE SIZE , -- - PIPE CLAMP TYP . C� DISPENSER SUMP-- ISLAND FORM SWING FRAMENSEP, SUMP \ --ISLAND FORM FRAME J c"I - WING .JOINT TYP --� / PLUG FEMALE -� -- _ - - - /� FEMALE - r,7 _^ --= _ TEE RISF° ASSEMBLY X 24 FOOT COUPLING COUPLING EFA421 ! 9 . , TYP , INS \ � / LI CONCRETE CONCRETE ! % FLEXIBLE SECONDARY \ /' FLEXIBLE SECONDARY--- I Q _ CONTAINMENT PIPE / i COLLECTION CONTAINMENT PIPE / - COLLECTION 2 " FRP TYP .. • -- - o EFS35I I9CAVITYEFS351 19 I CAVITY -- EXISTING GRADE _ _ _ _ � � i-MOLDED GASKET ' MOLDED GASKET \ FLEXIBLE PRIMARY- ' EFS36L 19 FLEXIBLE PRIMARY- , EFS36LI9 I PIPE EFS34109 \ ,! / �, PIPE EFS34109 -- DISPENSER o _ 1 / DISPENSER i' e y SUMP -V SUMP to O � p SAW C`I IILL ijr1_111 -- J --� o z Lu C2) SP A �,'_��URE DISPEhISERS T�TP,L C?.TAI IIMENT DISPENSER Sl1M.1 u x-s"' SCALE: I /2' - I ' - 0' '—'— z O SCALE : I /2" - I ' r. (9O w I Z c0 J I VE�1T SUPPORT W o SCALE • i /2' - I ' - 0' D m z H u0 0 rY 0 +— H H I - 12 ' SECURITY MANHOLE s ►'—I LL °Di i I i --MONITOR WELL W/ 0 . 020 15 GAL . FILL SPILL I T 118 • HYDROPHILIC 4 ` PIPE W/ � 5 GAL . FILL SPILL -� N I 5 GAL . FILL SPILL I - 5 GAL , FILL SPILL, CONTAINMENT I CONTAI Ni�L�JT TYP . /- r CAP TYP . _ �� CONTAINMENT ! CONTAINMENT _ I O PAVED SURFACE — ' . =- -s:. — __._ -- _ , — PAVED SUR FAC'- r� I •• /T. ' • ' O • 'i - J-- o o Oa'• J r +] • •• .` . : '•o �e P '' •,i.1 -- I Q Lu \ 1 c 'on- z z V II PRE _ SHAPED FRP I ! I��, F, 1 �-- HOLD- DOWN STRAPS I u_ 4 PER TANK TYP . ►' SLOPE . BENCH OR --- - U SHORE EXCAVATIONLLJ < TO OSHA REQ ' MTS 3 law / DIcSEL ` UNLEADED REGULARp , PREMIUM — / -- TYPAR FILTER FABRIC " I ° � �''� � ( I MIN . —MIN . 24' � OR EQUIVALENT I � 12 , 000 GAL . D/W F\ P I I -- -- 12 , 000 SAL . D/W FRP I . . I — 24 I 10 . 000 G,qL . D, W FRP 0 _ TANK -TANK r 1 i J . I o . � 00 GAL . D/w F�R P -- — --- / 1 / 1 TANK 1 TANK - Mi00 N I - .. ro Ina i ••ci• j•O�-`s �O-�'s- / ` '. `' '� .. �' I q • •J �,O • •• ,•e • — — • \� — . • ,• a •'o•• J. ` ' •... � '•O ^I •e '•. REVISIONS. Oo , 'OJZ O , • . • OODATE p. • p -MONITOR WELL •-9 2 z 0 ; SUMP --- SCALE: 1 /2 1 4 #4- REBAR NI = °��,�`� .�; BILE NI MFI1"7TE2 \ ( TYP . ) TYPICAL ���.��., _ ---- \\ STEEL_ DRAWN eY: - 1 /2 " PLOW ARA -- WIRE ROPE TYP • �- - DEADMAN ON EACH APPRJVED 9Y: \--3 �- - PEA GRAVEL FILL SIDE OF TANK IF • CLAMPS OR CLEAN WASHED HIGH WATER TABLE MIN , ( TYP . ) SAND EXIST . sfr.END TANK ELEV TANKS- END ELEVATION - T6 SCALE : I /2 " - I • - 0 " z of- l4 PROJECT NO•. 3235 FACILITY: METROFUELINO i M • II TH48 DOCMENT Tr'i LESS ! III—I � _1� IIII I ( � ---—I I� I I 1I 7 T Ij _-- - -- _ -1� 1' 26_IVB111 �fi APRIL 9a93IT 15 DUE TO THE QUALITY OTLEGLALE THAN THIS NOTATIOr, • ► THE ORIGINAL DOCUMENT. --T- ----- --- — --T-- --_ — _ _ _ qr' lll.Ifll�l81 1, Z1111111 18 I ZI l I I III�IjIZIIIL�IIII IlU�1llll�I Zlllllllt6l ZJJlllI u£i �Ill.iII l.lll Z.I IIIILIli1 Zlll.11lll Z1111�11811 I 811 � Li fill 11 II14T 6TI71cl, II IllLILITI, illllll�t 118 I I L I I 9 Iii 14Iii 1 I� IIII Illl I I1 IIII ,III III II II IIII II I l llllll�lll IIII�IIIilllll�llll IIII► II . —.�..�x. II. Sump/Riser Mounting A,pp!Ications III. Dispenser Sump (Mounting VI, Primary Pipe Assembly Procedures - �- e!ore assembly of the pnmkry and seconder/ piping begins, k Is necessary to nmounl Will VII. Testing with Primary Installed Sumpr Riser to the -- ^ N � The aPpropnam to prepare sumps mould De bolted into the pear d A) Measuring Primary Pref / E. Too/Elbow Assembly(wen impact valve) 1) Push the flexible rubar test donut into the comprfs- u erground storage tanks. Tho following Instrucl:ons cover the :,!'indarcl mou inng applications available Consult your - -- bCai Total CoMauurent Dlstrlbufor for Hart INomnalbn on 5umj;urRiser rrnunUr>t requirements forms at Thus time to prepare t0r nsgllatlun of the secnndiry piping - �- (See Dispenser Suint) Installation InsWcnons for addilanal inlorma• 1) Number the dispenser sumps and record the numbors I I sion seal at iM aAI (71 1 1 - lion) on Ihf&Re plannin j sheet Push the fish tape Ihru Ihf 1) Sfcurf the 1.1/2'user pips in a vKe and coat the secondary pipe from the tank sump to the lust threads thorougn!y with pips joint compound trial is W C P7 M Pof:lt)Ivning Surn p �_1 �� dispenser sump ` gasoiinecompatble I 0 (N N 'Rlsers — E= ll (n Cn Beloro any holes are cul out of Ine base o1 Ihf Sump/Risers, held N � calculations neeC to be made to r eke surf that any vertical piping V) V)which exits the tank will clear The anO O C7 s o4 the SumWAiser body is wen as _ the exlenlion which tapers in on the 36' and 42' Sump/Riser The height of the submerslble Pump riser pipe, as Nell as the outside diameter of the suneral le puri W housing. need to be taken into -" G X consideration. Trench Preparation — 21 Hook TM tape measure to the end of the fish ape in - � < the firs[dispenser sump and retrad the fish tape from 2) Thread the appropriate lifting(tee or 90')onto inn riserLL $fat line IfSi donut 10 lh1 GOrtpneo SSn seal it IM Cuff ._ Trenches Ciould Df tilled with an approved backlill material until ?tieIT the lank sump. Pipe a'd tgnten. A, I with the stainless steel Uartp Providedr level of backhtl is even with the bcnom of the cuff (being ca (being _ _ �•r--' & 0 Compression Fltt,ng Mount C rnalMan 1/8'per 1.of slops) Tamp M e Dacklill under dispenser sump _--ml ( t _ n_ -.- - base. Jacketed Steel Tanks are available with close off skins and Sump Moury - ID II Fillings which have an outside Itueaded body to accommodate an - ! --I -- Inside threaded compression ring This design allows any size _®T 5un Ryser In , cit the ecuied b the Su _ -- - y Sump Mount Fdlirg Using a �, J 5-/l2" hole saw, cut the re4uued number of twins In the base o1 the Sump/Hlser. Remove the Scarp Mount Fitting compression rings and place ilia flat gasket on top of the close off skin, then place rhe IV. Secondary Pipe Installation Procedures ~-- 116 S ntpresso Diose on tope the Sump Mount FillWring and re-Install the rk 3) Hold the end of the measuring tape to the adaptor fit. 3) On the opposing end of the user pipe.coat Ina threads 3) Pressurize 1M Secondary pipe to 3 psi and mlawdain - eor,lpression ring using the Cur.tivressan Ring Wrench. I ting. Take out the excess slacx none measuring tape �`"-+ with pipe Joint compound. Thread on the impact valve - r st preure through the bui'9dilfirg Procedure. 11 Prffwre And measure to the comer of the first dispenser sump. �J and tighten until the irtipaci valve mounting holes are I is r*uwnod,than the 14 As are Hight- 1) When all the sumps are n Plan IM length of The SecondaryI ntI ^ PIP*should be measured from cuff to cuff beirg careful to 101. ' Note: The measuremnero shall leave a factum of 4-sue} perpenldkular to the fitting inlets._ Manway Jacket Mount -- low the contours of Inn pipe french Once the measurements-- ( have been taken, 1'of trio rope Snou10 be added to the meas.eetrached for the ilnal measurement. d the-S-cordigura- III(� urement as a safety factor. Piping should be at with an Ernlro. y tan is used,measure corder to tender. The measure. Jacketed Steel Tanks are available with a specially designed manway X1_'y' Ilex'secondary cutting toot to Insure an oven cut meat from the tank sump to the dispenser sump should and manway containment iackel*With will.accornm o d"ale the 42'or 36' I have a 2'factor subtracted. Repeat these Procedures SurnlvFtiser. h has art inner boll circle for manway cover anachme,ll and for all other sumps. Record these primary pipe length -------- - an outer bolt circle to seal trio manway Jacket and attach the " ) _ measurements on the she planning sheet I - - -- Sump/Riser The appficalrun(squires that a large crc`e be cut out of Tho- J-7-9=" hy!__ _ __ base o. the Sump/R:ser and bolt holes drilled. This appkcallon also ` 1 requires the use of a Manway Jacket Mount Kw. Refer to the mounting 8) Culling the Primary Poe 4) Anor bac"ing,Cw pres!urf h Ila Secondary tines — instructions provided with Ihls led for additional inlolma[an 4) Assemble the brackets from the impact valve mounting � should be released lM clamps holding the tkxblo bar Onto the impact vaNQS. \ jl ) Lay the Cut pipe in Inn trench aril pin the lx;;i?SS pipe through -'•'-'-� 1) Lay the primary pipe out alis qht n a Cean,dry.and well / rubber east donut should be loosened, and the donut the Curtis,protruding Into the sumps An piping should be jax7 n lighted area Inspect the pipe cover for cuts,scrapes, il OEM=The trench before an final ci ti g Is done blisters,or any flaws by walking the enure lengin of ' should be bathed on as shown.Manway MOU1T! y pipe. Rolale The pipe 180'and repeat the Inspection l a< 1111110 I Using the 22' or 24' A anway Mount Kit to Instate a 42' or 36" L 2) Place the measuring tape parallel to the primary pipe. oil Sump/Riser to a tank's mal way,list memo-e the manway bolts(specify I Cut al tide determined length with a knits and then mark T T T T T T T T T T T T T T 3'long bofts from your lank manufacturer)and lay the first gasket over the primary pipe with its length and designated number 40 the manway cover. Next place IM cul and drilled base of the � (myon the site planning sheet). Oi Sump/Riseand position over the gasket position prope.fy. Lay the second _ --_ O t\ gasket and the three puce seal compression ring on lop of the Dass O and then re-install the bons. -� 3r! C. Coupling Assembly t� ►� V 1) Trim the ends of the primary Pipe with a sharp kale, 17 Connection of PArtary Pipe 3) Check the plpi trencl to m,4ke sure runs are tendered and cutting in The valley of the corrugation. The cul must becoupling Flttln Mount laying side by side(at le ISI 4-apan) The slope should be even and square. r 1) Screw otthhe pulling cone its the tamale is grounding H Z O primary pips. Attach Inn xtatkc VIII. Beckfil,Jng C7 F --_-_ _ g I / rechecked at this poird. - - wire to the end of the pope to be pushed or PuW W through the secondary Ore. W Using the 4' Mounting Nipples arty stze Sump/Riser can be mounted _ } -- After Installation It is crtical that proper spacing of the pipe be maintained. The first layer of backldl should be manually U a-,directly to tank's 4' N P.T. linings Using a 5.1 hole saw, cut Inc pushfdiamped under the lower quadrard of the pipe. Follow with a second and third layer. These initial layers of backito Z O o required number of holes In the base of the Surr4VRlser Next. Install 1� )� \/ win serve to hold the flexible pipe In p41ce ane keep the parallel spacing oven and correct. Mairtin the coned slope white ~' ins desired number of Mounting Nipples Into the tank's fillings Atter \ _ CCU 4 Positioning The pope and backfill. U O W they r.ii lightened down. remove tine compression ring and place Inc So,'nprRiser base on top of the Mounting Nipple base and screw down �a J me compressk)n ring using me Connoresson Ring Wrench. 2) Mar's the primary pipe for the depth of coupling IX. Warranty --1 X it--f W O > Insertion(approximately 1.5/8'). Inspect the caupling 2) Plane The primary pipe wiin the pulling pone Into els D m Z to make sure thin seat is riot delorrned,s^.ralch or designated secondary pipe opening at the sump. The cent ied installation supervisor must complete the Envrollex Inslallation Checklist and return A to Total Containment, IL O damaged }��?11 Push the primary pipe through the 1000rndary fine. On Inc.along with the En vrollex 5.::layout sheet. Failure 10 comply wen these Instructions will void warranty. National,state O II II I ! pp,ny runs with multiple curves or long tuns,a pulling and local construction codes than also be consulted 1 O H 4) The E e rilb o x gasket should be p )Th nn IM secondary pipe I J � � � I rope may be desirable with the rib on tie gasket bdcag Intra The lint corrugation valley JL x� ih Riser Mount on" i PPe• ®� U',ing ether the 4'or 6" Riser Mount Collars any size Sump/Riser car. T71 to mounted dwedy to a user pipe of a tank's submersible pimp. Using ( 11 (—�ti, 3. Lubricate the inner surface of the pipe and Md inner U r The appropriate sae hole saw,cut a hole n the SumprRlser base n the surface of the coupliN with silicon spray. The Push the AU1 JX. Guide Specifications: desired location. Insert the Riser Mount Collar,with the flange on the primary pipe onto the Coupling Insert primary wind the outside o1 t1m base. Speed irP weld, (using the welding rod provided 1-&8'mark 21;gns with bottom of ferule. Short Form with the SumprRlser), the flange to the ol:tsiCe and inside of the base The contractor"if provide the Enviroflex^' Dr+ublf Wall Piping Syslem, as manufactured by Total Containment, Inc Insert She bast with wattled On collar down over the riser gyps 1C the Both the primary and secondary piping systems shall be Installed at, integrity tested al accordance with the desired height and tighten stainless steel clamps ♦) Check Ihf diameter of the mandrel expansion lingers manufacturers published installation instructions or the secondary piping Should be mads 1.1/2'for when fully expanded. They should rreasure 1 \_J.475 ./- / 3) CofV,ld Inn single adaptor(or Y adaptor)into the 2 5) The Tina; ' into the cut f from Ihs end of Inc handl Cott, i .00ii. t a diameter is out of tolerance.refer to the ex- female outlet from the submerslbin pump,or valve al Long Form -� pander manual to adjust the expans.on diameter Lu. O the submersible pump outlet(using pipe pini / .. Design: The double war piping system span consrsi of a flexible alar primary pipe contained wenn a flexible outer `f �'�+ Dricale the mandrel lingers gerwrousy with rr4lar as- Compound) and Tighten. COMMrvnerd pipe,each making connection with a series of surface access contanmera chambers. AV piping runs snas be semby paste. Dow Coming Moly Kole G-n or continuous.whereby there small be no finings or piping connections.for ether The Primary or Secondary Containment ape RRR���iu equivalent Rekubricate after every 10 couol,ngs conch a•e not visible or acressibtf trom Me above ground surlare. The;;econdary COMA nmerd sysTern Shan provide water 0 Sump/Riser Extensions � — -I^� ` i 4; NOTE The expander manual should De thcr0ughly O Ight coritaininent of the tank's piping and as associatci finings, and the shear valve assembly boated bviow each ground \ E]otn the l2` and 36' SumyRlsers have detaches riser rxtehswns , -G- ^= O fuel dispenser arid. W which can be field Cut with a saber saw to tine appropriate height ((( � --' � read before operation. requirement for the given insulllatbn. Riser exteriSWrtS have molded in - __ `\ Product Cc,mpatibillty: AN components of he double wall pipings 'tem shall be compatible with the roducA to be ►-� I guide Ines, every 2 inches in height,to insure straight tuning Make �\` O stored. y p sure the guide kites are followed to provide an even set o1 the neer n:ttor UJ W the Sump/Riser body. ---- —" Corms;on Resistance: All components o1 the double wan pipirq system sh:­i be madi .1 nor.carnsive materials.or d L.1._ W > metallic.Such as Lie fittings and couplings,wAliled from Corrosion Causing elements. / 0 < 4) Fasten TM iripact valves who the appropriate riser and g L7` F"i Push the gasket into the can(lubrication may b,9 necessary) fill Into the designated dispenser sumps. _ I"g g c>C o Structural Ir.2eprhy: The outer secondary cxmtanmtnl systrm;Ran tk of such a design and nude of materiats to have � l a- Z Z appro"-' and iliith!he 1/4'fro in# lamp t0 Inn gasket Ti of the he - 5) of trot in*coupling and primary pips onto the mandrel suftio t strength to wdhs:ard the mattimu:'n underground burial Wads and tested in accorc'ance with AASHT0 U294 V N O clamp to 60 in lbs from qu end 01 I l gasket Tighten the o1 trot a she coupling machine. The coupling should push c `� a e TM flexible inner primary Piping system shaft be Capable of wdhstancling liquid pressure live limas greater Irian the U h. 0 damp la 60 in./lbs of torque Repeal this Procedure for all onto the shoulder and bun against die stop Turn the designed operating pressures. 1..4 W sump penetrations i-+...�. - macRine on. Peace n an auto mode. Push the toggle 0 - � W � SumplRlser Sealing 1 swiach in TM advance position rrornentanly Themain Ore' Hitt expand and then contract aulomal4any The Integrity Testing: The outer secondary I,ardanmerd systems shalt utderg0$psi air pressure tub test atter installationr+ 3 0 yonto the prima Tres process re hold � ` — -- � � It and bef3re final backfill The flexible nna,, rima U Amer the rt✓fr extension has been cue to size t shciuld then be set onto P Qu you to hoprimary pipe to final bac kliA primary DIPing system Snag be subject l0 60 psi aw pressure Hold test prior to < (o a �-- - the coupling n prate as the die lingers expand. the 42' or 36' Sump/Riser body. Make sure the riser extension is --- - la- � positioned event' on the Surrm/Riser body before welding the pint. --- Monitoring Capability: The design cl the secondary coni,nmer,l system shall permd any leak in the primary piping U Using the Welding Rod prc.' Jed, Speed-Tip Weld the Sump/Riser i System 10 flow from As source to a slinace access containment chamber which shag be lilted lvdh an electronic leak body and nser extension pi .. Alter joint wekting,make sure al holes at --- oetectan system. Z y- the SumpiRiers base haw been seated with welding rod. The hot air gum setting should be on//. V. Testing Secondary Pipe Access Chambers: Surface ar.cess containment chaMben sha:l tie located at the lank containing the tank's 6) Pun IM coupling and pip t assembly oh IM macfvne submersible pump and under euh above ground tuet dispenser. These access Chambvs Shah meet the following r and visually inspect the c.iupling for misalignment or S) Beton attaching Me primary in the tank and dispenser requirements: ` Peace IM 3-capped PVC fest gauge assembly in the secondary line at damage. Sumi place,the ilexibTf rubber test donut And RSSO. \ the lark sump. Seal with a stainless steel clamp on the cvutside of the _ � *ted etartp over the(xvrwy pipe. 1) Provide product tight iaN,or island COrvnection. compression seat 2) Provide Product tight and secure pipe and concluil exits. �-- Street Box Manholes �/'a�/ 3) Provide sufficient Strength to keep out surrounding bacdill material. Made of non•cormve,product compat i \ -__ 4) leie and tSi•electnC milerlalS. When spfcrtying the street access manholes.make surf thew design A. t wag accommodate TCi Sump/Riser I Fwml -wl "amine/ sr,ee/111.., Nominal Nen,Inel - --�- sulne,Nleer /,e4ecl Yenbele YeMere Dl.metei Neme., O.D. 1.0. e' 47 SPA= �. 36' SR36M 3s' / 3e' S;rA27 p' 77' _—/ � 1)) Pressure Testing the Couplings 37 SAoax 31117 3d 6 Place 1M new copper washer on in*cone seat of inn '"- 217 SUJ= 24- 27 j i Place the 3' ' PVC bridging lest tubes x 15L riging esconnecting the secondary ry 11 t Appy a dab(il grease to the sumacs of the copper maw finwg. List grease to maintain the wearily lines together in the Intermediary dispenser sumps Seal with a stain- washer. This wit ad in keeping the cooper washer alignment. Thread the female coupling to the male �) less steel clamp ( aligned. Place in*copper washer on the cone seal of Hitting using approxlrnaiety 60 n. Ds of torous Sum /Riser Monitarin I Ji the test plug Thread the lest plug into the Coupling p g 1 I making sure the copper washer is aligned correctly \ , 11 I �1 _v_ e • -I It is recommended Ilial eleC.ronC monitoring of each suirC be used as i II e well as pfnodic visual wnspeCions of the Sump/Roser to determine t arty D leaking product has collected. REV I S IOWS le li>• 11 2) Pressure the pain:try Pipe to 60 psi(or that which s DATE: 1 - 16-92 - L required by code) Al;,nw the pipe to stabilize under 7. Machine Static grounding wire at both ends of the 1�ul j Place the 3'PVC terminating test caps n the secordary Ines In The final pressure aprroxlrratey ;5 nenutes Examine the pipe to the static grounding Doss on the tee or ebaw SCALF: - dispenser sump. Seal with a stainless steel clamp. - gauge inr any loss in pressure which may indicate At trio tank sump attach the Static gmundng wire to the - --------- --.--- ( i I leakage In the assembly STN. FILE NAME 1 J DRAWN BY: APPROVED 9Y: 3) After compleingthe pressure lest,d you'live a loss 01 311EFT:ENVIROPLEX pressure,you may cut[hal coupling on,recouple and retest in The sarre manner as previously performed. ----� S) Close the shear valves and test the prinury W 60 psi - and hold toe at least 1 hour. (CorlsuW local codes,as Iritr-oduce 3 psi of av pressure into the secondary Ines and perlormi a Note: After successful completion of trio pressure Mow requirements may vary.) \ toaprhold test at all pipe W sit mp compression seals lest.the lest plug and copper washer should be / removed T he copper washers can be reused lot all pressure tests A new washer must be used for the . I � final Connection JPROJECT NO: 3235 r-ACILIT'r: Etl.1F'92QI;I2:!' ].4 OF t 4 - M TROFUELING sr . « IIIIIII til III Illllll Ilf �t I rTHsA DOGWFNT IS LESS � �IIllIr�l,rlll�rr1 11� `1 I -III I �,ll III III I Ill1II11�li14 I1III � I LEGITHANTNOTATIU1 III� 1 I I 'll II— 1 � � Ili�l�I APRIL 26T IS DUTO THE QUALITY OF — 3 4 8 101 __� 1993 - . , w THE ORIGINAL, DOCUMENT. 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