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13970 SW PACIFIC HIGHWAY-1 PROJECT: (-,NE•vF i�r I� , • . , , t PEYTOPJ ENGINEERING -- F'RUJECT. �� PE'(TQrJ FNGINEERI'� PF WJE .T , - + 0 NGI :RINu PROJECT !OX20 I%LDcw- PEYTON ENGINEERING; JOB NO 1139 �?r�=�� 14752 BEACH BLVD , SLII1 E 202 JOB NO II r ' 1 14752 BFACH BLVD , SU11 F 202 �' 14752 BEACH BLVD., SUITE 202 JOB NO 11 94 ovv� 14752 BEACH BLVD , SUITE 2x12 JOB NO 4 _ LA MIRADA, CA 90638 DA1 - = /r��q� LA MIRADA, CA 90638 DATE: '� I-A MIRADA, CA 90638 DATE ..r1 MIRADA CA 90'638 DATE t ,►}. 1 L714)670 �'4. FAX(;14)670.0931 F714)670-6614, FAX(714)670-0931 - 714 670-6614 Fi.,X 714 670-0931 (/14)670-6614, FA/(714)67U 0931 I '• ! ,1 � r+,l_ `-, , _. I_2Uc1.1T �AL.L. �-1(�f�.(::�s'�. _ �� ,:.��' .:I=+....__�.r �-.1__ �c{�: W T, �� 1 -- 1 z �v �I I1,�c.� , mss : o b: to-� 17.9E w,4,�' sC.I S r 1 1��, I.cxo Ly 17,31 f - - 1 ' - - rbc` .0 C, 9 , �.S' l -1U `lt - 754«! \/,t - 754 • �Ct.2 '��►� � _6 -1'4/ IO = 7SoD f 1.U.L. �Ut_Ur�� tt 14 T%F e 4$ ,► i4 r;F E' b O. - 2 .3 EAS r QA IGl� �t�r:�E. -rR. I C� <a _ e- ft TIS Cx. ( - -"-.,� 994 w _7K . sc�+► y C 1.3 D' "XI T- 3 I r r S -7 �-- 1.'c t n '.�.s--f rte^ ` -r. at '_ - �.2 1 4 M FAA, s" :..IL .�a• e LA f"L_ -T, CD rVT. At_s._ til A is 5�,�\�� 6 I CAP: 40 4 �s:.>- - I ( I I r'Sj)k r_ rP �42rIrrX wcr -4e6c P-4G I S94 Qt �e K �12'; �Fv�ccn .� c.A�..-L. . i��„ ` � Vc� b, ISS �1v ��5�a3�� ruS�-f•-5 , ,<_f,R-w��..1._. �'-A►J __; ,��1_ '�F _� J > i vNAI l v X51 ' :i r,�, I(�va ��SGc C 1� -K 4' M •J �vr'x_11r ., P<4 'D IBJ _ LA P_ 15"WI(Y�. � ?.1J CSA F'n�LS, ,�)Z. s @ 1(0 �.c, p,E a ,, T�� _ _ U s,�. I I-O W I�L x 1 CS -fFd1 L IL_ _ -_� - _ - - u � W �+� •' 1�1 . ►�Q�/� W a~1E-t2.L. �. • 1-�- ��...��..,>t ...•-•F;.,-`,,�.r w/1 It 'S Cip�2. ? �� .. UIc,'tl/1,., WNe12/-- c:. vt SLiD \jc, . ZSR,a. •� 1 .'S'I/I ZS��- 27 s v.A _,,�•�• ,, I SA1 14Af`l)Ca �M 2 S'L�� MANt�A _ �.� �•'� - - 40 k i '�L L Irr_ `<(, 'lJI.4 IP 4 *LIL SCRAd,J L)-r IISdt 0444dZ4� 4-MR--) 61-t- 14 t r __• -` , sp S. r�p' D1C9'K Z 2 ^< 1 IJ PACIFIC 13970 S G X7 SIT 95-0:'' BUP 95-0247 1 PACIFIC HWY., 13970 GF 3� PACIFIC HWY., 13970 PACIFIC HWY., 13970 SIT 95 0017, BUP 95-0247 SIT 95-0017, BUP 95-0247 SIT 95-0017, BUP 95-0247 _ 4 OF 34 2 OF 34 Z 3 OF 34 PEYTON ENGINEERING 03/16/95 PEYTON ENGINEERING 03/16/95 PEYTON ENGINEERING 03/16/95 PFYTON ENGINEER!NG PROJECT: 14752 BEACH BLVD., SUITE 202 JOB N0. II2,94-, Izos'3 DECK DESIGN 25.00 PSF LL A MIRADA, CA 90638 DATE: �� `5 PSF WL DOUBLE OVERHANGING BEAM DESIGN DOUBLE OVERHANGING BEAM DESIGN L -29. L i4 RAE C FAX(714)670-0931 ' `i� PROJE.;T: CHEVRON USA PROJECT: CHEVRON USA PROJECT: CHEVRON USA 38X52 FOUR COLUMN CANOPY -- 38X52 FOUR COLUMN CANOPY _ 38X52 FOUR COLUMN CANOPY It"p, U-ALL- ,IS U L. ROOF l,OADO; 25.00 PSF LL G' P2 .r : �St�IL>`� �'�r,9 i- 3.00 PSF DL ��HM OUTSIDE PURLIPJ j P1 P2 j BEAM_DE$IGN: CENTER PJRLIN j P1 v 407.36 PLF - v 401.93 PLF Wd= 85.04 PLF Wd= 51.93 PLF t'1AX WID-N >QL- .. -4428.OJ PSF DL+LL WI= 322.32 PLF ^A "B WI= 350.00 PLF "A ^B -- - j<----X1----> j<------------- L.---- -- -- > <----X2---> q= = - <----X1----> 1<------------- L-----------> ,• - ,,� `�`•;.�I o� �,-, ��F-�ti- � Cq=1.4 Ww= -313.78 PLF j j C 1.4 Ww- 297.27 PLF j FASCIA_LOAD: 15.00 PLF V,_ �• 10-7pl�.�' ••� �'� � P Ptd- 193 LBS Ptd= 183 LBS S�R�� SP1�L I rJC� a'�! = 4< > L4 r+►ax DECK DESIGN: v 28.00 PSF P11= 0 LBS P11= 0 LBS Wd= 3.00 PSF P2d= 193 LBS Ptd= 183 LBS - _ _ _ ___�� P1w= 0 LBS P1w= n LBS --- �A - -- B WI= 25.00 PSF AA 0 LBS P21= 0 LBS Ww= -29.55 PSF j<-----X----> j<------------- L----------->j P2w= 0 LBS P2w=' 0 LBS 110 = '11AS P= 15.00 PLF RAd= 59 L= 33.33 FT L- 33.33 FT L= 14.00 FT .04 PLF X= 5.00 FT RAI= 322.32 PLF X1_ 9.33 FT X1= 9.33 FT X2- 9.33 FT X2= 933 FT RAw= -381.02 PLF RBd= 12.96 PLF �� 4 �.1Sr 11� Mei(@ OH)= 112.50 FT-LBS/FT - RAcJ= 1533 LBS MI(@ OH)- 312.50 FT-LBS/FT RBI- 175.00 PLF MA(d)= 5509 FT-LB RAd= 2404 LBS MA(d)= 3972 FT-LB 1 FT-LBS/FT RBw- -180.48 PLF titA(I)- 14039 FT-LB RAI(MAX)= 8802 LBS MA(I)=- 15244 FT-LB RAI(MAX)= 9557 LBS 4 - I'- S 4 PArJe� _4s I �� I g,.,. o.e. ►^n�! Mw(@ OH) -369.4 - MA(w)= -13667 1 T-LB RAw- -8158 LBS MA(w)= -12948 FT-LB RAw= 729 LBS - MOH(d+I)= 425RA(d+I = 381.36 PLF.00 FT-LBS/FT OK ) MA(d+I)= 19548 FT-LD lu= 1.33 FT RA(cii l)= 11206 LBS MA(d+I)= 19216 FT-LB lu= 1.33 FT RA(d+I)= 11091 LBS MOH(d+w)= -256.91 FT-LBS/FT OK RA(d+w)= -321.98 PLF ( ,,,. P d+l - 630.90 FT-LBS/FT OK RB(d+l)= 187.96 PLF MA(d+w)= -8158 FT-LB lu= 9.33 FT RA(d-'rw)= -5754 l_HS MA(d+�r)- -8976 FT-LB lu- 9.33 FT RA(d+w)= -6196 LBS Z MS ( )- MSP(d+w)= -528.43 FT-LBSIFT OK RB(d+w)= -167.52 PLF MB(d)= 5509 FT-LB RBd- 2404 LBS MB(d)= 3972 FT-LB RBd= 1533 LBS MB(I)= 14039 FT-LB RBI(MAX)= 8802 LBS MB(I)= 15244 FT-LB RBI(MAX)= 9557 LBS USE 20 GAUGE ASTMA446 G_RADE_C UECK MB(w)= -13667 FT-LB RBw= -8158 LBS MB(w)= -12948 FT-LES - IREw__--- -_7129 LBS +M=648,67 FT-LB/FT -M=489.58 FT-LBS/FT FY=40 KSI MB(d+l)- 19548 FT LB lu= 1.33 FT RB(d+I)= 11206 LBS --MB(d+Ij=- - 19216 FT-LB lu= 1.33 FT RB(d+l)= 11091 LBS (+M DECK PAN IN TENSION, -h1 PAN IN COMP.) MD(d+w)= -8158 FT-LB lu= 9.33 FT RB(d+w)= -5754 LBS MB(d+w)= -8976 FT-1_B lu-= 9 33 FT RB(d+w)= -6196 LB MAB(d+l)= 51069 FT-LB lu= 8.33 FT MAB(d+I)= 51852 FT-LB lu= 8.33 FT MAB(d+w)= -23612 FT-LB lu= 1.33 FT MAB(d+w)= -25099 FT-LB lu= 1.33 FT - - -- - SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SIGN CONVENTION CANTILEVER, +M=COMPRESSION ON BOTTOM FL4NvE r ,eG>rvr, NrpLl_ ASO 9 1;'?'/4' l613� SPAN, +M=COMPRESSION ON TOP FLANGE SPAN. +M=COMPRESSION ON TOP FLANGE C; Oc • CrP 7, g�0 ,. I.'': 25'S"3a ,a,.. _ USE: W14X26 REF.AISC 9TH ED. 2-,73 USE: W14X26 REF AISC 9TH FD 2-173 .z`' ;Tr--j : %Zz.(,�. '{I I"'r2 ZD Z°)o� I 1Qr r�r. ( /(a.�� v,pr- Zd�, ;- .,,aw ,• Sop< < �R"�1D2/2��u�1 "- 64iJ�j Il'. PACIFIC HWY , 1397) PACIFIC HWY , 13970 > I.S j"Y-- PACIFIC; HWY., 13970 SIT 95-0017, BUP 95-0247 SIT 95-()017, BUP 95-0247 Sfr 95-0017, BUP 95 0247 7 OF 34 8 OF 34 6OF34 GA!-IFIG WY., 13970 SIT 95- 17 BUP L5-0247 14752. BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670-6614 14752 BEACH BLVD . SUITE 202, LA MIRADA, CA 90638 (714)670-6614 14752 BEACH BLVD SUITE 202. LA MIRADA, CA 90638 (714)670-6614 5 OF 34 , JI-11- U 1995 MICROFILMED I � III �91 VIII I I � III I IIII � II VIIII VIII I VIII f VIII I VIII i IIIIIII IIIIIIIIIIFIBFR- C'�� a 4MADE IN CHINA IN 11,61 1 1 PEYTON ENl,-lINEERIN�l 03/16195 PEYTON ENGINEERING, 03/16/95 PEYTON ENGINEERING 03116/95 PIE-YTON ENGINEERING 03/1g/65 CARRYING EAM DESIGN SQUARE TUBE WIND COLUMN DESIGN: BASE CONNE G1 ION: ANCHOR BOLT DESIGN PER 1991 U13C, SEC 2624 C.AN��1.P1 � NG B PRO E; CHEVRON USA p(DL)= I,� DL.. = 0.43 KSI MOMS IJ 1= WORKING S f RESS LOADS 1 1 T a t6 h ( )- 37.74 F=T K 38\52 FOUR COLUMN CANOPY P(Ll.)- 12 97 K ta(Lt-)= 135 KSI F'(LL)= 12.02 K fa(WL)= 1 25 KSI COL WUTH 10 00 III p(DL)= 000 k M(DL)= 0 00 FTK (b(DL)= 0.00 KS I A.B. SPCNG. 14.00 IN. C-C P(LL)= 0 00 k BEAM DESIGN CARRI INC, BEAM rb LL - 0 00 KSI BASE PL. TH. 1.00 IN. p(WL)= 17 42 k PQ M(LL)= 000 FT-h ( )= 1/4 FILLET 8 66 k IP 1 IP. IP I ib(wL)= 15.04 KSI Ptd= 2404 LBS V V V V M(WL)= 37 74 FT K WELD SIZE= P(EL)= M(EL)= 18 77 FT K fb(EI-)= 7.48 KSI P11- 8802 LBS USE: TS10X10X1/4 A.B. TEN.= 17.42 K SEE NEXT SHEET FOR CAP Ptw= -8158 LBS I " ' ULTIMATE LOADS 000 k Ptd= 1533 LBS I<----X1----> I (�---X4---->I A= 9 s9 sp IN PL MOMENT 69.67 IN-K U=1 75(l 7L= 2221 k P,^1= 8:�a8 LBS X2-> I i I I<�x3 I= 1:,10o IN ^a WL DEF.= 1.34 OK ?9.86 KSI U=0 75(1 4D+1 7L+1 7`N�= 3 S,= 30.10 IN 114 ALL.DEr.= 2.00 IN PL. STRESS= U_0.9D+1 3W_ 22 �y4 k p2,v= -7729 LBS ALLOW. Fb= 36.00 KSI OK 12 15 k pad- 0 LBS r= 3.96 IN U-0.75(1.4D+1 7L+1 7(1 1Eii= ,= 1000 IN U=09D+1 3(1 1E)= 12 39 k P31= 0 LBS I. 0.25 IN 27.09 S(WELD)= 133.33 IN ^? P3w= 0 LBS Rd= 3621 LBS f y- 46.00 KSI 30.81 (WELD)- 3.40 K.LI 22 k P4d= 2404 LBS RI= 12971 LBS 4.80 KI_.I OK MAXIMUM LOAD= P41= 8802 LBS Rw= -12023 LBS K= 2.00 Fb(WELD)= ANCHOR SIZE= 1 In Pow= -8158 LBS L= 16.42 FT KUr= 9949 OK PURLIN CONNECTION Ab- 0 7854 sq in Cc= 111.55 42411 60 ibs Ps-O 9 x Ab x 60000= BEAM LTH 30 FT Fa= 14.49 P(MAX)- 11.21 K BEAM WT 30 PLF wtt= 36.00 SLENDER be>b OK Fb= 27.60 KSI 1 BASED ON TWO BOLTS IN TEtJSION USE: 4-518 DIA.t<A347 BOLTS.II�TENSION SPACING= 14 00 In. X1= 6.46 FT 0.12 STIFFEN BOTH BEAMS WITF AWL FVLL HTs$TLFF• 7.54 FT DL+SL: fa/Fa= Le= 16 00 in. X2= F'ex= 15.09 KSI WELDS: W14X26 WEB: 3116 FILLET 2" @6" O.C., B.S FLG.: 3/16FII--LET B.S. A= 1.63 in. X3= 7.54 FT fb/F b= 0.00 X4- 646 FT fa/Fa+fb/Fb= 0.12 OK W14X30 V'JEB: 3/16 FILLET 2" @6" O.C., B S. B.S. TOTAL AREA= 1358 75 so in -0.00 FL G : 3/16 FILLET SEDGE DISTANCE A= 14 00 !n M(D+L)= 721996 73 FT-LBS DL+SL/2+WL. ta/1 33Fa= 24.40 K 1.33F'ex= 20.11 KSI CAPACITY= EDGE DISTANCE B= 14 00 in. Lu= 754 FT fb/1.33Fb= 0.41 48 73 s in fa/Fa+ib/Fb= 0.40 OK REDUCTION A- q TpP_OF COLUMN CONNECTION: REDUCTION B= 18.71 sq In USE: W14X30 REF AISC 9TH ED 2-173 At= 2482 sq In PDL= 3621.00 LBS 1791 08 sq.in pWL= -12022.77 LBS L PNET= -8401.77 LBS AMDA- 1 00 FOUNDATION:.(RESTRAINED AT GRADE) fc= 250000 psi USE; 4_618 DIA._A307 BOL'L'S IN TENSION OPC= 83107.7 Lbs. d 2-(4.2F M)/(S3 b) q( DL+SI-)= 1.40 KSF T= -2100.44 LBS 1/2'OPc= 415538 lbs (1/2 STRESS THEPFORE NO SPECIAL INSPECT �N) .75'M(MAX)= 28301 98 FT-LBS q(A)= 1.80 KSF 1.33Ts- 8133.33 LBS OK S3= 200.00 PCF X d (1 KSF+20%'(d-1)) CONCLUSION: S 3.50 FT USE-: 112"X 10X k1'4"PLATE ULTIMATE BOLT LOAD= 22 64 K d= 4.95 FT M= 6301.33 IN-LBS STEEL ULTIMATE CAPACITY= 42.41 K fb= 14403.04 PSI _ 5.00_FT.D_EEPFOOTING__ 1.33Fb= 36000.00 PSI OK CONCRETE ULTIMATE CAPACITY 41 55 K @ 1/2 STRESS USE:_ 3.30 FT.SD.X _ - _ _ USE: 6" OF_3116 FILLETEA. SIDE SELECTED F30LT IS OK fweld= 700.15 PLI As=12`MI(jd'24000)= 0.42 S�.IN. 1.33Fw= 3600.00 PLI OK USE: 3 #4'S EAXACE W1#3 TIES012"O.C. PACIFIC HWY., 13970 J J PACIFIC HWY•, 13970 PACIFIC HWY• 13970 PACIFIC HWY , 1397J SIT 95 0017, BUP 9:i 0247 17 BUP 95024r SIT 95-0017, BUP 95-0247 SIT 95-0017, BUP 95 024 SIT 95-00 10 OF 34 11 OF 941 12 OF 34 9 OF 34 � 8 714 670-6614 90638 (714 670-6614 14752 BEACH BLVD., SUITE 202, LA IUIIRADA, CF 90638 (/14)670-6014 14752 BEACH BLVD., SUITE 202. LA MIRADA, CA 90638 (714)670-661 14752 BEACH BLVD , SUITE X02, LA MIRADA, CA 9063 ( ) 1475:? BEACH BLVD., SUITE 202, LA MIRADA, CA ) I ^ 4- t u u L u 6 19 ' fd lCpdOFIIM ICED IIIII ` I IIII ! � I Iilll I I � I � I � I IIIII .IIIIIII I illll I VIII I I � III I I � III � I VIII IIIlllli 41 116 1 1 1 1 FIM 2GLASS MADE IN ►I CHINA IN I FLE(`TR!CAL NOTES: CONCRETE NOTES PIPING NOTES ..atter mater a equipment .aeslgn and utlllty I All concrete work shell conform to the requirements of the I. Contractor to rurnlsh n:l iator, material and equipment \ •t� C01:Wd1r1.et .v, rwtulf4w for tits ccr,plete lAstallat :x) or the Unlform 6ullding Code and ACI 5lanclar�l - Iit� f3ulldlne Cods. ncsceseary t� '. etail all fuel piping as Indicated on the sectrics s,stdw as IAdIzated or, tiv drawings will be drAwlnJe � .rn'slysa c,, "petractor. Electrical Contractor wil! also be 2. Relnfarcing steel shall conform to ASTM A.b15, Grade 60 •esG+orts r 0 for any design ch!nges, fle'cr en'nearinrl or deformed bare. 2. f=uel Piping and rittings shall be flberglaee reinforced / an ca z: at'ons In additiOn to the Informatlu-r, pro'. l idd on epoxy r(9nln as manufactured by 5mlth, Ameron, / \ C tre dra rkno as may oe required for psrmlt or construction 3. Foundallone anti footings: Uee 300+.,"' P51 to 2B Jaya curing Total Containment, or equal. F'Iping will Include but le / time refer to canopy structural drawMc3e. not Ilmlted to the followinq: / . s ectr .^J': Werk shat! meet or exceed all applicable local, •; ,•.e am federal Codes. 4 Driveelab, Iblande, and Tlw*Alab: Uee 3,000 F )l 0 26 days 2' FRP or 1 1/2' rlexlbin prlmary product p1ping / ..I curing time, with an air antral ,ing admixture added at mlxlnq 2' 4 3' FRP vapor return Ilnes / �� MUL TIHTH0EESE GISP. PRODUCT '.wtlraGl: sryl! otaln electrical permit. plant only Llght broofinish all drive areae capped for future Stage II f e7m \ V Y �P 2' FRP vent Ilnee ,\ .ctrles' r^aneis snit be square 'D' or e,^ivai 3' FRP or 3' flexible product containment piping 7. ntract,,v wi!l be responsible For coordinating with squlpment 3. Installation will be made In strict accordance with pips suppliers to insure that all systems are Installed per manufacturer epeclflcatlone, EPA-DEQ requlremente and NFPA nrk a ,factuthey are requirements. that thare fully operational requirements. / G i" meet a ! warranty requirements. i� \ 6 Contractor will use communication cables from original r eAulpnert manufacturer, for equipment Interconnects. �' Q / `` \ 49. E i► s ' •:!; conduits passing through hazerdow erase shall be Rigid Steel ano neve poured sealoffs at each encs per code. 6. ✓unction boxes ar'd r'ttimps wltnir haZdrocue areae will be / ♦ .' \ excloslor prOOF de rsou res ry code / ♦ \ ,o All outdoor s'ectrica' co-es 'Ighte etc, shall be weatherproof ♦d m 's r ,i �:ti AN �ryFr• aneet all COC7ee ♦ ♦ '-AeArnt a a' ,�ft. A ••iii 10. All dispenser and card reader condulte shall be rigid steel with ;ow, yw� ;ow, kMewrr�ti�.� srs:..W dedicated conduits from equlpmsrt room to each unit. ✓ / 11. Al' wire to be stranded copoer car mane facturere epeclPications / ♦♦ T irbines anti Iightino 12 p.,,, ,na m r'mum. / C ♦ae /� \ /NEW THREE PRODUCT ♦ m MULTI-405E D151 . s �♦' 3' ENVIROFLEX PRODUCT PIPING TYP. J \ ' oe NEW THREE PRODUCT P \ `� 000 MULTIH05E D15P. \ 000 \ \ , 5 12' THICKENED EhGE / /� \�\ ♦ /' /♦ lS zCIL CL coZ / / Z v w Q 000, 111000, _j LL FILL \� ♦ e � .� ' / !•�' _\ z Z 0100 000 .00 I / /� �+}Q')W ♦/ 4/ \� 2' FRPCL �/ /� (n / /001, �/ VAPOR RETURN LINES TYP. 000 // / / ��, Cd ` -•4 REBAR e 12' O.C. /' i '/ EACH WAY LOWER T / / �/ �( / \ \ P ' AT EAi,H SUMP TY ♦' �/ �' ♦' \ G / 010 - 3' ENVIROFLEX / l f"1 ♦ i ,/ a\ ♦ \ PRODUCT / Z /' '/ ♦' FIL \\ PIPING Tl P / J 2 ` \ ,_ _ ♦ 01 / /0" ----� P1h� \ i NEW 4 DIA. T.S. CONC. FILLED 5OLLARD - --_ CL Cr — I \ 0, TYF, OF 9. SEE .�/ ' SHEET IEI FOR NOTE ♦/ DETAIL .JJ r� Q ! NEW POLE SIGN `"'• \• � \/ / 9, / •` • \\ \/ �� / PlfeIr.G ?UNS 5HOWN ARE SCHEMATIC ONLY. ACTUAL Q \\ PIPING RilN5 MAT \/ARV. C� , \ / Z/ \ / / PRIOR TO COVERING TANKS AND PIPING CONNECTED I �/ \\\ �/ �� ♦ \\ / �' TC TANKS A HYDRO5T�TIC TEAT 5HAL1_ BE I ✓i \ \\ ,�/ �� /' NEW THREE PRODUCT WITNESSEDP AND APRC VED B`r THE CITY OF TIGAR:D M ♦ 01LPE)ASKM \ MULTIH05E D15P. / (SECTION 19.108), (SECTION ✓: i I \ ♦ \ \/ l ,. / di \ \\ �- gym'.� LEGEND 8' CONCRETE SLAB ` ` \ }P�!i • P PC?lt1ER S W/04 REBAR • 18' /''�V ` NEW YARD LIGHT O.G. EACH WA\ \\ l /G C GM 'MO0NITOR � NIT NICHT i/ / �� L LIGHTS 2' FRP VENT LINES. PRODUCT PIPING \,f0� CONNECT TO _ _ VENT R15ER hIFING � VENT RISERS. (SEE VAPOR RETURN F-J ING \ .HETET Cl FOR LOCATION) Old of tt 00 -- e, TANK and PIPING PLAN ^,tTY of T!sARD _ C� 5CALE:I/-V-V-0' — -- - APpIO�ad, .• .................................•.••••...n•.... ILE VLF KAW F s' ............ I...................... .. IRAWRV By R^TR'�..E ,� Hat.,.►. L. -�� .�.. .:�� Oak NJaW I APPHm Nle►' ; ��; ,^r I�`` ^ti ,r�, t'i.TE T1 4"t *--1 111*4 �t 17 L\I N ----- - ---- -- _ - -' 6956 rw w� pF:�FIG Wo P�.pZ4T $tT grypQl�, y?OF 34 JUL U G 1995 MICROFILMED I � Ilil � l, VIII IIIIIII � IIIII , I ILIIVIII � lII � I � I ) T ► VIII � IIIIIII I CIL to& 4MADE IN CFIIPJA IN 116 � 7 I I w V �n11 n �5 uo:+� + till _ - -- -- 5 GAL. FILL SPILL 056iEk/kTICN FrJf!' '. ZVO _ r 18' C,01T41IT'IFNT TVP I NYG�tk►•ILIG 4' ►''� ..i._ ""OSI•E TANK --_ — F'AvEG SURF k . 15 .-,70 UnLEACEC17-W COMPOSITE COMPOSITE TANK — a e�:s�E�4 ,eK eA,e ff --- 6,e'cZ�O a I SUPER TRAPS b,sd0� GAL. 6uPER HOLD DOWN STRAP v TANK BEHIND =- - HOLD DOCIN STRAP LOCATIONS TYP. LOCATIONS T'I'P. /� .�L E V4 T ION � � L . Tr"'1�� _ _ --- C�� . Tr41�iG �L � ��TION � (L 71 _ 11, 6,000 GAL '5,000 GAL o 8,000 GAL � ....�•e. ee'.c.+ Gk � DW COMPOSITE TANK I DW COMPOSITE TANK DW COMPOSITE TANK :»G Exc:AVA'O►, 112° DIA. 24' 112' D1A. 24, GIA. ��.+� r�Gr�►e .. SUPER MIN. REGULAR MIN. UNLEADED 04 TYFH�z c _•Ek �Le+aIC a r11'� I_ F%G - !.y • �y. •. "A: A. el/': YI`laf. J F DW COMPOSITE TANK: \ :0V L- l 't w ry s r :4r r' 40 tome: II".Ii' - 'r 4 +4 REBAR DEADMAN O !3C'2C' ca REGULAR - f s• •r T1 PIGAL r' EAC 81DE OF TANK. IF G� F;IGH WAFER 1AI5LE E�13T3. CONFIRM REQUIREMENTS FOR DEADMAN -- ANCHOR'', AND FILTER FABRIC WITH �-- HOLD DOWN STRAP OWNER AND/CR GEGTECHNICAL ENGINEER LOCATIONS T'!P. x,000 G-iAL . 7 AN< H._ l~ EVATION _ — NGT TO SC.�LE NOT 'G TANK SIDE ELEVATION TANK END ELEVATION Z Lj Lj zWQ T Q U ' 2 r- VENT VALVE BY UTI_ITY VAULT (7). I Lz '7 Lj i ASSE"'FBLY _ 6'-8" _ 0&6©-CPS OR M eZ "1AN'UJAY AS TURF INEHWITN —_— -- — EQUt,I, APPROVED BY D.E,Q V � �^ O VJ LEAK DETECTOR , SHEAR VALVE 7 eJ APPLICABLE �-`� � -�_ — - --_- BRACKET GPhYx4(d2'� �1 DBL SO I DISPENSER SUMP SWING JOINT -- �� -- —�---' ��-- -T— FRAME STEEL 'SLAND FORM TYP. .G FEIMALE Lu 2' BALL VALVE COUPLING — / TEE RISER ASSE`1BLY n Alk— SCALE: PLANDD ` r 0 VEIN I Y t'1 LVE Y tl I A N 1111 I 1L / 2' FLE'05LE -- z / A �' COALESCING PLATES PIPE 4' PIPING B) CONTRACTOR 7\\ 2v / \ GALV. PLATE: 15AFELE5 FLEXIBLE SECONDARY iij I - 4' RISER SAMPLING 7FE CONTAINMENT PIPE Z T-- C — i STEEL vENT m F` '0 47105=44ERECEN D16PENSER `t r — r�OUBLWR. 4P ./WRP C '' 'w; PVAPE f ATER EVEL I FOR 4' OR 6 LINE 8'PIPE HOLES FLEXIBLE PRIMARY 0 w FOR 4 PIPE `'— COLLECtICri CAVITY -.-1 2' FRP BELL x MALE v r ' 2' FRP FROM TANK �J Y v SECT'ON NOT TO 9C•�E SCALE: I/2'■I'-ro' NOT TO SCALE VENT SWING oDINT 0 11/2 HP TURBINE DETAIL D1O OIL WATER SEPARATOR DISPENSER SUMP - 3(o' MANHOLE SEE PLAN FOR16' "ANHOLE LOCKING 18. CXPLESION FROCE -�CAQ 16' MANHOLE -� CONCRETE 4 \ Q_ 5 GAL OVERFILL T-, (1 JUNCTION 150> OPTIONAL ANNJLAR ' T / REINFORCING 18' L CONTAINMENT MONITOR � 3. FRICTION FI SUMP LID TYF' 4 BAR 12 O.G. -- EACH IJA�' ' C.rc. �\ - CCN'iPRES5IBLE FOAM BOARD — 1S' y " �`� W 18 / --_o- —_ _ — - --- -- - ! ;REINFORCING CONE. I u+. i - a ---,�- - T YP .n 1 04 BAR sr1 I O.C. EACH UJAY LOWER EX 5I GNPROOF JUBOTANK X \ VEL 9E CONE-MAT 3'x8 T`11--. 5EN5OR REINFORCING e � Tom- - �r-- SEAL OFF 24� - 4' BLACK IRON RISER At' BLACK IRON RISER 1 J 1/?' CONDUIT F�RIMED 4 WRAPPED' `�"EALF --' o_„LF I 4.1 .--- - -•. MIN PRIMED 4 WRAPPED _ (— _� .•• 42' OR 48' FRP 5Ut"� TURNBUCKLE UJ, PVCG TAPE UJ F''✓G 'APE �,E NAME 69S6AE' j PER TANK ELEV. �TYP �' - i \ I/?' GG'NDUIT 4' Ri�+ER WRAPPE� SEAL OFF 112 CONDUIT FOR MONITOR -- _-.-- ..-- -- _._._ __._ _.� __-. —. - _--- --- - TO SUMP J-BOX WITH FYC TAPE �"S Q ' -Q*uF. i W/ WATER TIGHT EAL _._._ _. CtK� 3/4' CONDUIT FOR r-OWER ��- /2 PLOW STEEL -� `LWIRE ROPE Tl'P By W/ WATER TIGHT SEAL �- "� �-- 2" FRF VENT PIPING TYP - 9 I -f W/ WATER TIGHT SEAL g,° a5 AT PENETR.AT'ON 3 CLAMPS --�._�` MIN. ITYP.? COAXI AL- `__.�,_—_.____ STEEL TANK SUMP MAN HO,.E DROP TUBE \ - -- _ - AT GASOLINE DOUBLE WALL FRP �� - 67RIKE PLATE T2 =ROlDUCT PIPING `- SUMP 1-10JID SENSOR REFER TO TANK; M11=4SR'5 „ -- STRIKE F-LATE - Ill/ 'HATER TIGHTEPDXY SEAL SUMP TO CELLAR RECOMMENDATION5 FOR REINFORCING STEEL ---_— -- --- ---- SEAL AT PENS 'RATIUN SCALE. I/2'-"-0' SCALE: ',2 .. �-- . SCALE: I!1',I'-2"t TY "IGAL SUMP DETAIL DEADMAN DETAIL 9 TANK MONITOR RISER FILL DETAIL ANNULAR MONITOR DETAIL 6956 PASIT>A.MMr yew �. 14 OF 3400 4 7 SUP 9'S-0247 J U L U 6 1995 MjonnRLMED6 IIS { III III � I 7 Ill ± l IIIIIIIII lull11 ` I ( I 111111 V III 11111 IIIIII ! VIII IIIIIII 4MADE IN CHINA IN 1I 11 1 ' I � I .�,.,,... ,•,., _,. .. �_.:: _�.,..,•...;,.,,,....,,,.._' __-__ ... „ ._ . ..... -- _._ _ ---__..» •,.•._ .- _. . ,.. .,.___ _._,,,,,.. _. _ „_ ._ _.. .... ..__ ,.. , STT,-•.,.- _......--_....,.......'��,;,,..• ...-_..�.._.__..�,,,,.__ _• ._ _.......•..-•...�__�-.._. . .. _ .� - _. _ .... .., .,� ,. .,�,......,....,._.._,,.__ _ .. r"aurMes" P,pfng - - ---- t) The 111101 cul for Iha secondary papa g shouldn@ made 1 1r7• -- --- ♦) Check Illy diamieler W the th&f1Wal expansion f - - P_ _ i Itting Mount 11 p Kgets SI holore a;saw try r mule lair Ord y ,,..4 Inlu„lis rump Ilom Ilia clef Ill the unernal can when fully upawod Tlyy Should nwasule 1 475 are ,___ �II ��y r '� '� r •Xa,C%%mafN%►R x% 4 P�>a.":1%.i.f_cf 1 a'ft+`•.t►�M,1 t1tc4.%e w&1 u1atV^N>r'urV p"V 11 sl/m Cased Flo YJllc.i• _—..� c � -I I Lunlpt [Ad"the 14JrAe ruWA(toll dii and Siv. � ► ♦ 1(, <V4'{S.N4 G A es►4:%f v1-No. ice••J t %a .a•vA ts.t '•Ji t Nla4Yf t1a,t1, %a.�,Ua,1 a>liraa.tnwnt pyJe will,r&vlt run I u&in Ilia 4'MWMI N lee an a4e SunisaA4er can be mounted UUP It a diameter 1s out of Ioierartie.Wier W Ivy ar sped Warp over lir with.r(•{,e t rl� c', ail• Catge\v.Uis 111;1 Ma+ •, r.�. •i �,•..' A .t as al WAat! seers► Cn&nilxlr$ A11f, i duea.�lly W lanh'e 4' N P 1plrhfyS UNng• fi-1/2' IkJle Sew cut the � pander maxral lis ed)uq Ivy Yxpansiun dUnyfH Lu. r C•4 r ' t I •• ►:a a 01 dfsyn f JYa Y47a'i.eae+v F1 if arfv H%,, •"N J'aye n "aa Ja nv vi►Ir aleJ to ne.Y •m&ny aiA a,t alfa e.n ,elle o,t•ur4i point nL:.-•• Iryuked nunWen of Ikilas 111 Me base of IIN Sump/Risel Neal,instal bniL.Ale Ilia mandrel higan$Q611efWsly Wlh metal of sit o..,i, fife(t1i ItuntIlar Ill kwunlinq Nglpmlrs uta Ilw tank's hnu.ys Alter 1 }I _ sonibly paste Oow Conwq Muly Kole G n or - FI �� C 4 'xxiIT� im May ale I,VIUen►ed down,fnnluve file cumyaesa•un ling and plxe IIy --_ I equivalent Relubricalf alter every I LuuplugS J L� (!r t r QnVeRllcre• P,pinQ Surtlp/RlSer base on lop of the 16WUIMMQ rnpplle base and sun*down `L e U '` NOTE The sit yr" C all the wrrsaesakxn mW usemg U'e Conpreuan Ntq Wferk;h � pantile manual should be Ihor4ugtay �!' ►.,s „ s i,1 — read before upursuun +.'e+t►tree + , ,• tvf ,...a N M+aI wW'J"�`+• fsR+1q,lstrma wn,;h t.wuvt urwovgrw,nd lwlaga un,l fe $}{� &0•T'aY e1,ai+\' ,,,w:: .a+.'if 'ta%ir Dean illaW^aav bi int pfiiertl of file ,01U,1011 twoJuvt frit Asr 10W001111l •J "ne$r ti .••.i•'.a we.-the+ Neal a 'A""%& is.ngltty out W gnaulhl 11a0.emenl e.iJ ut,4vopc •ar — Laieffw,ww,.•r► :a,.a uyry "g1.1 S*wp slsirmt%X111.441a rRwa, lot's 1lupieaga era elle, as%a•Ates 141�ny, Y_ L. •.1.cxi iVVlwt r'Oft•im%,s N+Ma 4MY1 NUN W pnttpe„►Seated Ppa\,Sl i%aye Aaflniblavl uulJX"., when ver iatycs G ••:�as.*A!,# AV►/t :an erase the"V-1,en0meNtne+a 01,,.yn6) Push file gasket Udo the cull(IuUncalion they be neceSSa(yi ---r, __J 6 Place Ilw new Wppar waster on try toile Saal of it,* I Riser Mount and attach the stainless final clamp to the unlade OI the Cu" I ''A• EnV Ifotle►'" SI item __ ��'__ j h ( approxlnufely IN'Irom the end of Ilia gaskdl Tighten the rnala lfraq U,e graaw to mairtan try washer ►• Iyt nl r UsirV either Ine 4'or 6'Rliel Mount Coliars any site Sung/Riser can clamp to 60 w Abs of torque NL'peat Ihls pf9cedule lur al ---- 5) Place the coupling and primary pifm onto Vie mandrel � al,grinters Thread Itis Iemale 4Wpkrq to 1n@ male tslvl4as�oaf Aes`'vo+bl Ost A M nllrY M O K a ► ►a•Ivan t.vtveMOnal DPirmg$y$Ilms lwI r$o eAfy W be mounted deeelly 10&nsal pipe of a tsnk'S subnwlalbte punp using sump pefi@Iralq,l% OI Iha uuphrq maaune the c4uphrg srwukt Push l� filling u%irg a{{dwurylnly f/i n Gs 41 14(que •gait&.1a2 oiaei&'+f&►. Sr%)WW t%,d %V o 1Yah 1hHe Obrr:laes n r1WU.the EnwfOlirk-p,wy is full in a fart,,ta)tkut. Illy app Op,a10 fur IKmle saw,Qui a wW ki the SurnpYR'ser ba%o In IIN EM _ onto the afiOulden and butt against the stop Tum the I _ •`1.ne IwV*,,, e."Als C*Nssbe, t; to other The t rwvclyl►r• %I slain Drg,1, al the I i,M *Ith An &CC,,,chanlbe. desiled location. Infer'the Riser MOurt Collar,will'The IIAnge on IIN YQ'•�---- IhacMnn Oil Pldr-v in an auto nyda Push the I le r A t Ilse I►e►ple piety, 1',�..a• vtxvJirvavtx, _ arsrg jr."te(WeIY;%ions$ Stu$Q6AV 1 ptaV a.OnneA♦6+fQh uto Ine itrbrtlfls,b4 pump, Into t 4uISWe W Ilene OaSe. Speed up web,Ivurg the weldutg wJ PlOvdaa I swnch u'the advance po;nwn murtymuvly Irl¢man• �., a 4 T +L+as<s-w•M aI a tea wlast cfY�M throut�^I've feaHwary v�arna,rvnent ppe w lM seVr.1t17 a.Yaff CnamDer►xatra with the Sump/Rtser).the Itange Ice the twlfbe srk7 Inside of uta Wu �- 'l� dial will expand and Ifwn wrnraa autanalicany Trio I .•vr I'm tell a'rsvr.sf,ar4rM Nae`1%6 as vrnt 4kVOSS ChamW,,the iii if lw%m&ry,uppy pipe COnirCt,to a WnmfJ In%en Ino,base with welled on colia --_ r down ova, i,w pipe ,_ = ---- Process fauaw quaf yto holo onto hthie piary Pipe to "----y-" It'd coupling 111 place as the die li gees expand LC a1 tNr�wh[^is a7.W%R1e0 DI♦damn sAlwi au 6,10411 pSme 10 The shev%sae Arypher$etlVn a IW►,by Supply I1t{>t � dr Sued iyKlhl and hghltln Stainless alert Clangs ^ _ VVW*U 10 Pte r:y, "to Mie itf tafag le►I•i"Vol,err Ml►o„t the soclNtl&.-Cess Chanlbet Onto the third and so on In ,@ iaN aAYa ow t»,at the wilt a 90.eattw 4 WfJ am%IIaJ Of&1H 11MV '14 E'm.aonaa" st W%34ry SYSaei is •natased pf►Jr to the i11ataNation of the II040e Supply pipe The secondary V. Tattling Secondary Pipe 7 Attach 1110$tat s grounding were at t.cih encs of tele '�` Sump/Riser ExtExtensions pipe to file static grounding b4Ls 4n Ilia tea of aW A,ol :a••varlrtalrn atNe*^ma►bill in1eQ'tt;tall.Ci a vavm:um radii,a a.,fist sill try fyxOy WPM p,p,e wen an au ora%sine v- ` - -- , AI trill leek s.rrip ansa;file italic gr4urdirg one to file �'"�------'/ 't3' ___ ----� 6) Pull the Coupl rig and pipe afSembly on the machine Enviroltea" Advents ges ` Both the 42' and 36' Svmp/RlsetS have detached (fart extension$ Place the 3'capped f VC lest gauge assembly a the secondary line al STP which can be held cul with a $&bar saw to Theappropriate het hl and VISUdIIy k`rxd The LOupielQ for mli&Ignmenl Or Y' g the tank Lump Seal with a atainl»ss steel clamp on I11e outside W The damage _ P-vv""Itr,p,rPetan t De 16"VIOa:Sr-61 r1111N&CPmry ySupptly tine f4QUd0S rat owing pints or r - lequuemenl for the given In$IallAlwn. Riser exlenston$have molded n \.\\11 compression sell — �. % .a r" 110Lbid Cornecwf guide lines,every 2 inches in height,to insure Straight Cutting Make vle .a s sura Iha guide 11110$.are followed 14 provide an @,an tel of the nser onto -s aaati�^:Y:t'cas IN ab•kl►to dtferkne Irak Poing$ysfenm is not 41fecTed by ground movement the Sur11p/Riser Dody. LQ,l'lllll'j'l1t ` — :.ti 91 or pump$.lige$ a---•-_ 1>.,JJ�AAAAAII��'lI 1 "+L'a►$)at*.-hal S'J per;rn li-V Crag pmts Last,am last to vistas in an TamperaWros j fns+;an.r�r w at%e tis Sy stem provides secondary conte r ment for the --- 0 yv le ,.; i0l 4!;YAL Fn.,q rmrmtiAw art dcma,l+t-JI Ir-N,sysltm Pumps Ana aspensers _ el Closer The shear valves and lest the ry,rtiay To 60 par 43s rlAbb'S NE "it lIO"f 10 Aa wv,...es s'/,ut,4 a V•xosstie from Ine •................ and fold lot a;east 1 four IConsun"At codes.as N0 NT Iii If( 43'*fp= oro a +;r SumplRlser Sealing ) Pressure Testing the Coupkngs Place the 3'x 15'1.PVC brdgup last funds conndc11ng the secondary trove requirements may vary) fie';P ji J&Wf re, v .' '. 1) Apply a dab of tease to the Surface of Iha Copper ~ > ,� � un �aG �, � After the riser extension has been an to size if should than be set onto h ' fines ixel da in Ina Intermediary Dispenser sumps Seal with a staur _, - g "-,w r!JTr �YiESSI1. rj �,, w n file 42' or 36' Sun Riaor fwd Make Sure the (last oirenslon 4 Inst steel clam __ ii11 YY washer This will&d r'keeprg II'a Dopper rasnrr Env 1101101 Monitoring >a Y ✓� p i� algned. Place the copper washer on file cone feel of posrocined evenly on the Surp/Rlser body before w rldln•, the Joint ✓ n �i The lest plug. Thread the test plug into the Coupling maks sure the Uslrg the Wnkling Rod ptovkled, Speed-Tip Weld The Sump/Riser -_� making copper washer Is aligned correctly R fe nh'rf 1..4i fi that etJol, n,t monrt,Ucs 01 aacn wmp D! ufatl of welt of petWOie trioval Infpedi0ns 01 the ------ �y end riser extension pint. A 1of pint welding,make sure,III holes at S.rrT�aF.aer t:Jrytm'Vw 1 Agit 4&.�p.v.>vq hof oolrLleJ the SunVHwrs base have been fettled with villi toil. The hot all gun selling should be on e7. Envlrofles" A:Cessoriell — a ttlCxR 4 &•a,uN•f in am Taal COfearlYryrd. tAC containing many et !rte fools de KrDetl •n IM$ DrOshune See IM -wRrgal►pnce shffl, Ion detail, _ V11. Testing witn Primary Installed Street F3r,r Manholes 2) Pressurize the Primary pope Tc 60 pal(or that whim is ENVIROFLEX"" I NSTA LLATIO!J INSTRUCTiONS When specllyuq the street nccass manholes,make sure their design Place the 3'PVC lerrrvna11 test caps in the seconds lines In the final required by code). Allow the pyx to stabilize under wiY at:0Un1rTlciJdltl TCI Sufrlp/Riser Ill dispenser sung Saul wnh 11a Slainle Ss steel 13np secondary pressure aPp(Oximaldly 1S minutes. Examine ILe l I) Push the hexible ruhtet test donut into Ine Comp,,S. s,��n seal al Ine cLM - gauge hof any bas in pressure which may lndisale �--- 1 Site Preparations N.mi s.mlrai."' wilml-I N0,•1^•1 Ieakagainthe a' Pmbly. S-9111ic.r P,.ducl N.nh.l• Y.nnuia SII ((( -- 01.m.14, N—Le, L 0I.0 ✓INE k�--~ --�—± -- - _�-- ar Sh•23J :>6, ,.• i� l •---— ff --- _'�- --- (' ---T'—__ r• -----_�-----_ r, JIi' SiL1GU w' lc' I SPA227 u 2r , r 3) Aller completing the pressure lest,M you have a bas of ac sn]f21 .tr 2r prasture,lou tray Cul filet coupling on,recouple and idlest in The same manner as previously performedAT ISU20013 21- Zr L Li �( r• n • Nola: After uxfxeaSful completion of the pressure -- Ids',the lest plug And Copper washer should be _ removed.The copper washer,can be reused lot all Sum (Riser Monitoring 2) Seal the lest donut to the eompfession seal of the cuff O A' CCm10L q IM$boil from The lunneft d•Sptnflr 10 the taM, OM eiQhlh r1Ce O'Sbpr LhOuIJ be albweC y �`��'I p g Introduce 3 psi of air pressure into the Secondary:fines and perform a pnaS conteSUFO sts A new wafrior must be used for the la each toot of seccntlary pipe sed the Ceplh Of the pipe trenches and Tanks ale d claiee b ,,is of \ I compulatwn 111 n is teCAmmdnded that elections t the Z:Iu / each sump I,e need as SOapTOld lest al all prod to sump completsvon seals / wnh the stainless steel Uarrip provided y� well as periodic visual inspections of the SumplRlser to determine e Any '�@) leaking product has collected f -To e%cawe op re till Int trench,fee Bend Radius and design layout needed t'progress from one `. _ _ o,spenser island to t•it next nus$be cefern• ,. E. Tee/Elbow Assembly(with Irrp;d valva) - z3 a� 1) Secure the 1•t/,•nser pipe in a vice and cost the ✓ —� threads IhwrOughly with pipe)Oinl compound Thal IS I) For p(oduct labeling uniformity,a will be,iecersafy to enter gasolene Compatible each dispenser Sump from the same direction LLJ III. Dispenser Sump Mounting L s 3) Pfessu(upressure the seethe arypi a 110ng 3 PSI and maintain 1 J The appropriate dispenser sumps should be bolted Into The island is maintained.,hen the lines are light Z 1 forms a1 this time to prepare for Installation of the secondary piping _ (See Dispenser Sump Installation Instructions for additional Informa- VI. Primary Pipe Assembly Procedures 2) Thread thea (o riatelmi hon) pipe arta agmen c nig flee or 901)ono the riser —_- ^ A) Measuring Number thPnmarye Poe _ Z 2) li,rte Order of product labeling can IevlRa Wnh each I \\ - s�ccessive dispenser,Inert Tess piping may be used 1) Number 1110 dlspeneer sumps and rewrd Ine numbers 0 I on The s.s opnnro she el. Push the fish tape Ihru thefiecofid _ dispense( plea Irom Thd tank lump to fhd Iva' dispenser sump. 4) After backhlllnq,the pressu's In the secondary lines 7 should be released,the clamps holding the flexible L �I french Preparation -- rubber 1051 donul should be loosened. and the donut Should be Decked on as shown. II Tenches stv ub be filled with an approved backfill material until the 3) On the opposing and W In@ riser pipe,coal the Thread: / -j level of badtldl is even with the bottom of the cuff (being ca(efu. .3 �,--� with h pipe joint compound. broad on the impact valve 3) Thr;Minimum bend radius for IM Saeondary pipe IS 36' v malrnaln 118'per It.of Slope).Tamp Ina backfill under dispenser Sump 2) He ok the lope measure to the end of the fish tape in and loglilen until the Impact valve mounting holes are UL L-Li Ill base. I 1hL first di,pwrlser sump and reload the fish tape Irom perpendicular to the I"Inq Inlets. the task W'rp I � i C When eAuvafed,;re pipe Wmafe must be Wvekd and bedded with a minimum of 6'01 clan I be•10eQt4W d1 mate(J 'he ped of the pipe chase must be faked to an even plane rmcorporaling 1/8' I O De(los 01 Stool U. Sump/Riser Mounting Applications IV. Secondary Pipe Installation Procedures Vill. Backfilling t-- 4) Assemble the brackets from the Impact valve mounting Aher Installation If IS critical that proper spacing of the pipe be matmalned The first layer of 1,aCkhll should be rT%anu&lly Dar 0rno the impact velveS. pusheWlamped under the lower quadrant of the pipe. Folbw with a Second and third layer These 1:'ihal ay2rS of Dackh Before assembly of Ins primary and secondary piping begins, n is necefean to mourn the Sump/ Riser to the t) When al the lumps are in plan In@ letglh of the secOMary �twill serve to hold the nexible pipe In place arxd keep the parallels aur even II xxai olai C ftaage farres. Tfv1 t for InfoomWni cover 1n@ LlariOard rnoumrg applications Avidabl! CtlnSUf your /� 3) Hold the and of the measurI% ape to life adaptor fll• C�� Spacing @ e and correct Ma main p,e Correa ibp>!while rdUl TOIaI Cont/vlmme?,Dififb1J10(Ion 7tor!ImOrTnal10f1 On Sump//Ria!(rtr.•,unhng requirements / i pipe should be measured from CUti l0 Cull beep Careful to fol ` ting, Take out me excess$tach in Ise,'leaswirg tape will Serve 1 the pipe end backfill 3 bw The contours of the pipe trench Once life measurements z have been taken,Vol the pipe should be added w the meas I and measure Io the tamer of the tuft dispenser sump. soc ac uremenl as a safely factor. Piping should be cut with an Lnveo Positioning Sump/Risers flex•"secondary tuning Tool To insure an even cut « Note: The measuremelt shall have a factor of 4'sub- IX. Warranty y - ir3Cledto(the final measurement. Ifthe'S'confiqura• o � lion i5 used,measure center to center. The measure. The cemilied Installation supervisor muss complete the Envrollel IntlAllation Checklist And return M Ic molal Comainmenl, Before any holes are cut out of the a s0 a the any vertical piping at -- �� hent born the lank wrtlp to the eat thea Sump procedures Should Inc,along wnh the Envlroflex see layout sheefp Failure to wmply with these Instructions will void warrant Natio^•al.siale calculations need t0 b! made to make cure that an wnlC&I ' have A 2'Jacor subtracted Repeat these rosedures which exnS the tank will clear the waits of the Suhnp/Fli$er body a$well as for all other lumps Rea)'c:.'•rtse primary pipe length and local construction codes shall also be consulted T the ertenlan which lepers in on the 36' and 42' Sump/Riser. The measurements on the site planning sheet. F7 Connection of Primary Pipe ` he' hl or Ine submersible •• � g pump hser pipe, as well as 1110 outside \ diameter 01 the Submersible pump housing, need to be taken Into 9 Consideralwn. -- 2) Lay the cut pipe In the trench and pul the excess pipe through .- - 11 Screw the pulling cone Into the female coupling at one the cuffs,protruding into the sumps, All piping should be lad In B) Cutting the Primary Pipe end of The primary p,pe Attach the staI4 grounding the french before any final Qin, 1a done wife fo file end of 11•e pipe to be pushed or pulled y � I 1) LaylhepnrrurypipeoffstralgM" lean,dry,ardwell �- ) Ruoughll,@se�ondaryLne X. Guide Speclficatlons: lighted area Inspect the pipe rover for cuts,scrapes. blisters,or$ny flaws by walking the entire length of �_, _ Short Form Compression Fitting Mount pipe. 1`10181e the pipe 160'and repeat the Inspection The Contractor shall pro Ile the Envi(ollex- Double Wall Piping System, as manufactured by Total Containment. Inc Both the primary and seconds piping s stem, than be mstati, Jacketed Steel Tank:are available with ci0se oil skirls and Sump Mourn secondary p p q y ed and integrity lesled in accordance w,Ih the 2) Place the measuring tape parallel to the primary pipe manufacturer's published installation msirucf'ons Fittings whh n have An outside tnreadod body to accommodate an Cul at the determined length with a knife and then mark Inside th((Aoad compression ring. This design allows any Size ��stsal the primary pipe wall Its length end designated number Lona Form Surptniser to be directly mounted to the Sung Mount F.tling. Lising a I—_ (from the site planning sheet). Design: The double wall piping system shall consist of a flexible inner primary pipe COfgained wdh,n a Ilenble outer -- 1 5.1/2'1101! Saw,Cif Il,! required number 01 11010, In the base of the 2) Place file primary pipe with the pulling cone into Its Containment pipe,each making connection with a series of surface access containment Chamber, All piping runs Shall be � Sump/Riser. Remove the SurMount Fatting compression rings and I ^nn des nate, seconds ry pipe opening at the Sump continuous,w @reby there shall be no linings or piping connections.for either the primary Of sedcndary containment pipe Push the primlLry pipe through the secondary line. On which are not visible or accessible from the above ground Surface. The Sacordary Contaittmens system shall provide water t place the flat passel on lop Of the Obi: off Skin, than place the C Ci tupk Assembl ng p nig nuns,a pulling Ighl containment of life lank's piping arks Is associated linings,Sad the shear valve 3SSembiy located below each roti Sumythe f Dasa On lop of the Sump Mount Filling and replace the _ --` nig Y CortmpreSsiOn nn using the CO 3) Check ins pipe Irenrhel to make ore rune are centered and piping runs with Multiple curves or W fuel dispenser unit ground q mS7 Compression R:ng Wrench. _ � la I side D side hal least A' Pe � 1) Trim the ei�c.'e of In@ primary pipe with r sharp knife, tope,may laying y spam). The slope should to Pe y n@ desirable �- 4' rechecked at this point cutting in the valley of the o0rrugation The cul must be Product Compallblllty: Al components of the double wall pip, s mpallble with The products to be 1 rg yblent(hall D@ c0 - _ even and square stored. Menway Jacket Mount Corrosion Resistance: An Components of the double wall piping system shall be madt .1 awn-corrisive materials or d n Jacketed Steel Tan:.;are evadable with a specialty designed manway O metallic,such as',i„1111; , nos and couplings.Isolated front corrosion causing elements and thamW&y containment jaLket which will eCGlrtvm,dale the 42'or 36' _ Structural I itegrlty: The outer Secondary containment system shall be of such a design And made of materials to have of, o teir b ll has le Ironer all thecircIOf manway cove!awattl Atta@ht and sufficient 511eny1h to wnhsfand the maximum underground ULui21 luads and listed in accordance with AA$NTV Mi94 r p«e.•• •`•.•.•«o .I• ar outer boll circle to Seal the manway )e Lrcket and attach the U 3) Conned the single r laplor(Or Y adaptor)Into Il,@ 2' The Ilexlble inner primary piping system shall tx capable of withstanding liquid pnLssure live Imes grease( inion Iha Su'>YYRtset. The application requires that a large chole b@ tut oLh of the Conne outlet from the submersible pump,or valve of designed operating pressures. base 01 :he use Of Mill and boll toles drilled Trus to the mu also \ O L- �'11 the submersible piurr'p oullel(using pipe Joint APPROVE a. rogwnei Ine use 01 a Menway Jackal Mouth l i Reltlr to 1110 rix unfing 2) Mark the primary pipe for the d,plh o'coupling G—J Compound) and tighten Integrity Telling: The outer secondary containment syclems shall undergo 5 psi air pressure hold Tesl aver installation lnatnxlbns provided with this kit for additional informatron. „ 4) The Envlroflex gasket should be placed on the secondary pipe Insertion(approximately 1.5/8'). Inspect the coupling to make sure the seal Is rel defonrad•-c:a'rh or and before final backfill The IlexiUle inner primary Aping tysfern shall be subject to 60 psi ar pressure huu test prior to with Iha rib on the gasket txklrg into the first Comlgallon valley final baCkhll �- or the pipe damaged. G ) SHEE- 7\\ Menway Mount Monitoring Capability: The design of the Secondary containment system shall perm$any leak in ins ima piping System to lbw from ns source to a surface access containment chamber which shall be filled wnh an a ed(ori Wrq sa - _ deleclion system. Using the 22' or 24' Menway Mount Kp to Instal a 42" or 3E' � O Access t hembers Surface access containment chambers shah be totaled al the tally. containing the link's D 'I I I Sump/Rlaerlo a lanky rnartwAy,first remove the manway inns(specify � il T T T T T T T T T Y 1'Y T 3•mp bops from your lankrl manufacturer) end lay the first peaks;over r---� 3. Lubricate the Inner surface of the pipe and the Inner t the manway over. Nett place the cut and drilled base of the Surface o1 the coupling with silbon spray. The push In@ subme(atble pump and under each above ground fuel dispenser these access CharmbeI shall meet the following Sump/Rlaer over the gasket and position prop@rfy. Lay the second primary pipe onto the coupling. Insert primaryUntil the _ requirements. nig L_ • gasket of r the Three piece Steel bompressrin nrvj on top of the base -- 1.5/8'mark aligns with bottom of ferrule. 4) Fasten the he de valvas with Ten er Sum ate nser an �_ Inting Into the designated dispenser sumps. 1) Provide product light lank Or island connection. ice. 2) Provide product tight and secure pipe and oonduA exits and Cher nit-install the MIIS 3) Provide sufficient strength to keep out surrounding backfill rna(enal 4) Made or non-cornsive,product Cornpatible Arid dlYl@Citic materials pRWECT 40- L_ 0 0 0 0 0 - SO 1:iS.gp17, 15 OF 34 MICROPILMED III � I � I I � IIi I I ' lll I ; , 11111 VIII I ' I � III i VIII I illll � l VIII I Ilillll III III III II 1 t?I - GL4101 4MADE IN CHINA IN •' •imta,aaa.�a.a� p •." S.3 The hold-down straps al the end of the tank shall 7.2 fhe VIMS consists of a vacuum Kau a hmanual sed and be local 1 ut a distance of not more than 1./10, shuwm ll valve and lubing cull assebly ou ' - where 1, rhe look length. I he remaining hold-down )n)Ir.Ictl by a(ucu,Iy-ulsialleJ spill piece cal four-Inch 'V(' little clam)ed o)11 with Iwo+mg-lype clamps. �- snaps hall be spaced caul appn)xunalcly equally � I 7.3 to bring lilt VIMS u)grade level,loosen and 6.0 Backrlll +cnu)ve the lwu rang clumps tact aside clamps for t t Rif (OXIII h.l Ilacklill shall consist of clean sand,pea gravel or MS later use!and carefully Ieuu)vl:and JiscarJ the short 1 • . .rushed stone sunllal to the beddinr muenal to length of (actory•oulalled protective split PVC pipe pluvlJe a uniform hunx)genous envuunntent around 7.4 1)elenn+ne the height dimension Krum top of lank to Permatank Installabon Final Precision 'est the entire tank. Imushed grade.,then deduct 11) inches(ucp(ln of _ street box)and cow the 60 Inc 11 uc(ron of PVC pipe The vacuum for tjte test shall be a minimum of 13 of H at the start. 1.11 FsealoaG.a aaJ Uteldu'r uurlt gauge is provided as )art of a Vacuum supplied to this length 1• g Integrity Munitur System(VIM)that Is factory. - 7.5 Carefully stretch the lot !-cod to the length of the 1.1 llnt eXCllst that I' shall be Item from any hard or sharp Installed on the tank its monitor the Interstice vacuum cut PVC pipe,then carefully slide file PV(- pipe 2• Test period shall be 12 hours for 10,000 gaMn and smaller tanks and 24 hours nlal!tit akie May cause damage lit lI1C lank ('a1C PIA c Cf1uSH111 prossure. Upon Jclitery cal lila tank lit the lode,lead - tux•h Cnllll)hlely OVCI Intl•VgCUUIII gauge slid lulling coil. for larger tanks, shat:he to►cn doing usslaltatrun Thal fule+gn material umvtt t Slide the ire down over the tank base collar.Secure ;s not uUtudueed into the excavaUun or backfill rill record the vacuum Checklist gauge presume as Holed an file Installation('hecklisl I'urm. bottom of t VC pipe In base collar with a rang clamp. 1.: Neddinj sill McIcU matuial shaft be clean, I'osilion vacuum gauge assembly at Imp of pipe and 3. Vacuum decreases of less Ihcn 5' of Hg rltaring test ;)amid indicate that the IMPORTANT: If the vacuum gauge reading has secure gauge assembly to pipe w0i iem:uning tank is lir ht Record vacuum than e, i1 any. in fila space provided on homot{cnaus,grant.lar material made of either sand, dropped S-inches cal hg or more below the gauge , _ rirlp chollp d 9 Y 1 lets grisel of ag crushed stone reading recorded when the tank was deli%cred, h- - - - - - installation checklist, roll the tr+nA n+clny/nnurer Irruned+ul('(v 8.0 Monllor System I Ipe Exteeslun Installallull rtIUM t� oRSWkt flock NOTE: Variations in ambient air temperature, 'h - - - - - 8,I The tank IUtrng next to the VIMS connection is 4. A vacuum decrease of more than 5' of Hg during test period requires further IF kW ExG►A1kA atmospheric piessuie,exposure to sunlight,etc.,ten -- used to bring a fit)e extension up into a finished invests ation. cause slight variations in vacuum gauge readings. -rude street box. his pipe extension can be used to te'MOO" tf•1111110" le•tartwtuM 9 _ 6.2 Special care shall be taken when installing backfill f)ouse any other interstitial monitoring system of ............. - along the bottom sides of the tank to ensure that your choice. however,you may not use the VIMS Ute tank is not damaged and Is fully and evenly with anulhrr inlcrsUllal monitoring syste . 5. It further investigation is rt�ulrec:, the tank manutaCh)rer Shall be t:ontacted. After invesbgation is complete this test shall be repeated. •;4 = supported around the bottom quadrant. 8,2 Install threader! monitoringg pipe extensimon,of the - 6.3 1 he backfill material lop :: rrx: rial shall he carervily pplaced and wire length as the VIMS PVC pipe,into the tank �) e lank shell, linu)g Assemble pipe cap p of extension pipe. 6. This teredure meets the (=PA requirements for tightness testing of consolidated slung the bottom,under lir1/ l by manually shoveling and tamping 8.3 -11•e monitoring pipe tank mounting filling contains undr+r jfUUnd storage t ilea for empty tanks in dry exG3vatjonS. iE1 AS tctAN wEin SAS' "\ VACUUM a Ihin metal hermetic disc which seals its opening. t>Eim A D F4A GFAAL 1 iNTEGNTY 6.4 The initial 7-feet of backfill shall be completed in DO NOF PIERCE 1-Inti DISC unless a n)omtunng 1 610R CRJSI*I)SMNt I MONITOR 12-inch maximum lifts,uniformly placed around the system is Io be installed. t: • ►t 'trtz �. t st:iP�' / SYSTEM I tank. Light hand-operated compaction equipment IS recommended for all sand backfills to at least 3-feet 8.4 If the hermetic seal is to he pierced,obta�n the f W.. ''' if )iercin• tool from the lank manufactuici %r A A,^ ', +" m IS OW�J 1-1 The bottom of the excavation shall he covered to r above (lie tank. piercing � tier..•- !: w N,r )star ► aril depth of one-fewt,suitably graded and leveledPiping r ••: �• aN IMA nr�i." •+ 7.11 Oppllonrl-Vacuum Integrity Monitor System 9.0 Tank Connectlon'lesl -.•• v. •:. a�,c:✓.. f ;tv ►.. 1.4 The excavation shall extend a distance of 18-inches // ( 1MS) Installallun 9.1 Even though the VIMS already verifies tank light- I Interstitial Tightness Testing Method Pennatsnk ^_ minimum clearance around the perimeter of•the 7 ness,one final test is still necessary to assure proper Version jnsiaiiii6on Test tank and between tanks. I 7.1 -file Vacuum Integrity Monitor System(VIMS) is -_ installaliun of the pipe connections lit tilt:lank r means•inst omit r t top of the tank and provides a fillings. Pemove all factory-installed thread 1,5 where anchoring by means of a concrete slab is means to monitor the vacuum pressure Inside the protectors. , required,the tank must not be placed directly on the interstitial space between the steel tank and FRP shell. pad Bedding material at least 6-inches deep must be 9.2 /,Pressure applie to the internal steel lan�hall noL� spread evenly over the dimensions of the pad to 2.3 The vacuum gauge,at a :dinimum,must ve, read and exceed S P. hul•olf the compressed�Tttr ice separate the tank from the pad The tank shall not be its reading recorded in the spaces provided on the �ch;d' soap solution shill be appliod placed on any other hard or sharp material car saddles. Installation Checklist for each of*thefollowing tank S1REEr FlOx �_J around al tank piping cunnectiuns while est is installation events: -- being performed. Ilubbles and/or foam indicates 1.6 If installation area is in a tidal area,the lank"bedding" i lel+loge. material should be M8 trushed stone or pea gravel. • At time of tank delivery, Sand backfill may be used only if measures are taken . After backfilling to top of the tank, WARNING: DO NOT PRESSURIZE Th F. to prevent washout of sand and prevent infiltration of a Alter tank installation has been completed INTERs,nTIAL SPACE.. cultist soil into the backfill. O D D D D The vacuum gauge should also be read and 9.3 After passing leak testing, relet se tank air pressure WARNING: !►1a.inwm burial depth(rum grade to top or recorded after the following etents by allowing it to escape slowly through the con- tank is lois(e) fret. • During long-term storage ac.:vily, nection used to pressurize the tank. 2.0 Interstice Vacuum Monitoring a At end of storage period before burial, 10,0 Final Backllll 2.1 Assure tightness of tank and secondary containment it After tank placement in excavation, 10.1 1{omitgenous backfill shall be deposited carefully in accordance with NEPA 10 through verification of . After extension of on•grade vacuum system around the tank up to the top o('the tank and to a vacuum within tank interstice(space in between the monitor to grade level, depth of at least one-loot over the lank to avoid steel storage tank and outer fiberglass reinforced . After installation of monitor pipe extension h, damage to laminate,especially where lumping is plastic{FRPI shell), p p required(Sec NEPA lU or U.•C and state or local grade level, codes for minimum depth of cover required prior to -.- The tank is shipped from the factory with a minimum • During final piping system 5 PSIG pressure -- allowing vehicular traffic over the tanks). 20-inch hg sacuum inside the tank interslice. r1 testing. 4.0 Tank Storage 3.0 Tank handling I 3.1 Equipment to handle the tank shall be of adequate 4.1 mstullat onthe tank rrit should bust be e placed n an area prior to from I PE?RMATANIP Installer Information Ca,d size to lift and lower the tank without dragging and activity where tank damage could elcur. dropping to present damage to the tank. ( The PERMAIANK• you've just installed is m-.portant to us. AS such the Steel Tank Institute (STI) 4.2 Factory instilled protective paddir g material on the keeps a database on underground storage tanks manufactured by licensed STI fabricators. If you tank should remain on the tank entil it is ready to be placed to tl.:excavation. Removal of protccUve take a moment to send us this Installer Information Card, STI will be able to send you periodic padding is optional. updates on enhancements to Permatankm and other important installer information on underground and aboveground storage systems, PLEASE COMPLETE AND MAIL TO Steel 'lank Institute, {� 5.0 Anchoring'lank 570 Oakwood Road, Lake Zurich, IL 60047-1559. iI < 5.1 high water tables or partially Hooded excavation (Print/'Type all information) _ sites exert significant upward buoyant forces on treks. Buoyant forces are partially resisted by lila I Installer Information weight of the tank,the backfill and the pavement Phone:(__-) .1112- weight top of the tank.Additional buoyant restfai t, I Installer Company Name:- A117 NUMrrR /^ when required,is obtain.d using properly g Installer Company Mailing Add,e::s: L LJhold-down straps in conjunction with concrete ofCity:City• _ -State: Zip: - eel cable-downP d round bar to holdds or deadmanh The uw steel rhe tan i installer Contact Person: ,��,�iirsnnN is prohibited. s, 3.2 The tank shall be carefully lifted and lowered Into r-�� the excavation hole by use of cables or chains of I Tank Information adequate length attached to the lifting lugs provided. PI ItMATANr;x I ��hel *: [date of Installation: A spreader bar should be used where necessary. Do I MnNT1111)AY/YEAR not use slings,chains or cable around the tank to lift it. Do not roll or drag tank. // I Tank Manufacturer Niime: 3.3 The angle between vertical and one side of the lifting J'his tank is installed at (Facility Name):- - cable must not exceed a 60 degree included angle. Lift tank only at designated lift points with the liftJ`�� Street Address: Ivgs provided by the tank fabricator. Lift points are I City: Stale: Zip:--- desngnaled either by a sucker or by the presence of a lilting device \ I -- If you have any questions, contact S I'1 at 708/438 8265. ----- �- - i ' - ---- Some of the specifications and recommended practices xAAx ' reference,' in this publication have been conlrihuted by 'i 5,2 Special care should be taken when installing hold• the indust v organizations listed below 30' down straps to ensure that the straps ate separated . Petroleum Equi mens Institute(PEI) from the tank by a protective inert padding material. PP •file padding should be 2-inches wider than the Recommended Pnu urts for Insiall.,tinn of 1 Jndcrground The padding straps,or wrap around the hold-down Liquid Storage Sys'c ms holto prevent direct strap contact with the tank I'@I/1tP 100-'N) straps, FRP shell. Use of wrap around prolective padding or. . American Petroleum Institute hold-clown straps is strongly recon.mended. Installation of Underground Petroleum Storage Systems API/I(P 1615 Rt1YtSIONS • National Fire Protection Association L Flammable and Combustible liquids Code t Western 30 aa� . w'estern Fire Chiefs Association 2�� , Uniform Fire Code 1985 Edition 3.4 Care shall be taken to prevent impact of the tank with . Steel Structures Painting Council arty objects which an damage the tank,including Surface Preparation Specification No. 2 coiicrete pads,deadman anchors,other tanks,tools "Hand Tool Cleaning"(SP-2)and No. 3 STEEL and compaction equipment. Use of tank guide lines STEEL "Power Tool Cleaning"(SP-3) ` �A►,E attached to lift jugs will provide a means of manually STRAP I LAT IM- controlling tank movement and placement. Do not wWAP1 ANCHOR anoeh guide lines to the VIMS. SIRAI' 3.5 Do not store or place tank on sharp objects or debt's Use non-abrasive cushion-type chocks(l.e.,rubber tires)to prevent tank movement during storage. For high wind conditions•the tank should be tied down using nonmetallic straps Manufactured and told under 11 S baieri No 4,(r10A39 r.; t r I✓r 1397Q '°b•(101) fel�f;i� rJ1.4 '4 MICMFILMED i I � III � trill I IIIIIII � IIII � IIII 'I FMM- GLOW 4MADE IN CHINA IN 1161 > 1 1 rI-•-n ^ '1T ` .- ::� � •RCL •, • l� �R E P A�a T�� .A h C� aYtfitaarl T I 1 , ':S Iowa"@,W A'I'I'N.NTT(1N IN9"CAI.IXItl j� ^ti r11r1,wrAT '� � 9ernnN I. INTxnotu"rinN L 7d..luNol/aarti•a•- � N..■rur u.r lis■.,.•.. w.N ar 10.•04 wry text cul u IuY 51ta !'Tvparatlor and Inna11at111I (Ml11CtiOM i■. A. G[NKIAI. ns 350 use�I olllt•tinl System : It fl.Ah'f IfIH IR1PnItTANTLaN d.,r•IY1N tl.0 1lr Neal ll YY MnHn{MJ.Yl1..l ,•' 1. Tit r•w••1 cNllaellM 1euaUNaue le.rruclr•w•Mw for u•yn,.uilJ Ly m,«uU•lbrt u•p IxtP Ieu,:,aa our.•.t SA INI'OIth1ATI 11Nits-Jew U�f Y.uerona{ ;1 rn Jo.a:n.J urJ e,wlu ra yrur,■.Laval.ra filar/i"fLi•J411nlrrulr l+wlu:a � ! 1"i ` (aatunJlrylbV•tdu rrotC,.ry■ay.i:Slbwdarfurtd M•• 1 [rdnl noes u1 avWWla Ira•Ia/re -unrYr Yau Il l.f'OItt? t.t.ltINNVN(i 'IVI►itlt; rYmhuruNaYlrudYlrrt wln.udtd Drly.r u IIYr /lull] alnat..,ry.LT IYYlTO tau a■r r TLS-350 I SSSS WALNINUdI 'ft.modules u•: {•a-rJ t AMY•• a vertical ►u I ayya■n Wlrca'el l• L•rl rr [IPlal11UN COl4_D CfC11[ I►OTTI[N Wll►7 WuauuWnau.lurPlubooth uWre■dJadwlevwubtitle • ►IeLe Ixtulac• tds•:Yla.Ow• r/►dul• uca(x1 !•pule hllwa[l'uNUul 11 ur laulri.up wl nl ,tool 1*V product N to Ih1 Installed and oporaNd r•u•highly r•wlbuaUbb aavtron rel,:o/as undartpouad tool yr ul/aa1 yYr ry to low 1a t.-Al al.• �:..:..a/yl isle.• � AND heNhcll\alalNl:.l'UNUUIII AND W1,1111"', Dlun{•taPY.It y aaaurllu this you curluUy rYad aPd IuUur Ur•wrtele{e and lruaruatwna h/Shu ruupl lis UST MONITORING SYSTEM TYUUt:11YY1-1►1►'AUNlh ANUl[5�ut>tLluaT L DALIAO[CtA1AI • IaurNWal t•rrr tptrfue ftYdYb• Uw• wtldula •- /'� ytrl•ct yourself and ut:.an hurt)a•Iluw Ir�ury,taylwlur or•I•clrkal thsaa4 au•yu 1wW.0 hot up a aI•r•t 4.uluulal sad NOT CUNT.UN ANr u1/1 L'l Mlrl f Iter•alMourselfwa,•v tYar•tAh•w sDr•ut Ii• ty,timsa•(the•product to IItaM the power r th•W4'tw/Ia preb•A, 1. n•lMA01 CI AI r•lot uy darn•all corpow•eu iso at:ry Ygrd a.aawa erst IY►!OPlI 1Y'ITT:M OP[lATION COULD wWuaswwurtulved ..� 01 l"lIILT IN IIt+UICTiI,-TTU ►+)iY.NTIAL [NVi NwNI•Lad Iwaokarinl W•IIl.red t1 keep LAu rlrlpl phytkrLy NpW•►•d hoer aay ath•r ltErint It b yur • Vrpw lrrwr lP/rl.p Nr/rl•. Or• wdul• scrapes � ■UNAlNTAL AND UEALITI UALARDa IF'111Y rraa1au11rUlly to wAistLalw th•elfecilweaY of these safety(su11rM►y"alliw{this piodu•:t M wccrlduc• I NOTEI leabt Lha the tarrt•a a ►pmt wrtfy, the yVYu IrYa r►u D..wruurul rat vagus►Inwu. r Iw1yat1uY uIJ alaA t1•a J•atllyllu w. 1 lav /C r►a•atal•aa. • iIUNC Ur S[11x)l lU NUNI7Ul WItL NI1NS wish the twautactluru said wrtalrlp this IuUrr.Your hUun to tela w eouW cnu•dae{er to We ud Irrap•ny. Poe •l1 f� [u•I�YD loco rt[r. ulru uvI! law FELT orrlc»+AA ARE NUT UL♦CCYrTYU hist T111I Afa't-IC_l, l.•a4111/rad•rlrouadtasks cam rnua•or{ow•Ilvlrruo•r[al awdil•akh►aaard..ltlayrrl'wp•wa1bU)cyt• t lrr•dlu•fy,rr1Uy the daliwrtw{taR1r ai clamp w V!"L and Ullryu N°'EYl•• ►rw1A• fY aoLLd�•tau r rl,�NltN r la.•a)ler auclAauw■ by Lc&I"in•rah•r y y.ww w Loy •r rl•lwyYU 11Y0 ulMeal d.v\tN awd Iw 1•lay YulyY/r It , PROSY.- AND RENOCI TO I W FELT YIMaU lA4 pseduct In►ccutdaw<•Jrhb the Inalrrca Ona and Wurlrp(Quad r this rlDwual w•.van uuwa N talieles ►Ydwle Am baualwarour - Mlrl' RUNS Nl1S"T NIyT[1lTGYD IOU•I[YT. uyplwet.Wrutae luwllrratW ruN beheaded rub4l a1 ; bw(a YLIrY1da and rotor cura«t u•rwd•rtrudab, �••- IIYta u• yr•vWW list up to at{hl Sopor u1J n /�►� /DUun to ieM•u this product b accordDae•trMi the InatrYetbltl told ru[tlwq bund 111 this wartlrl wlq r UaalpY/N,dYlw r say cerwaawa(a•.flown t'Tts VEEQFi� fi 01.7 1 1Iri.O/10N AND/ON lQ�JIPLLNT DAaAOL r•luctaa:l•ra4•WJwr-arrulwdaaa�rdruchawdL• result Sat vuldhy all vrunwllu aowP•cud rkb Ihb product(a••loctlra 0y 36U latwlaa•lwdw Mas"L F] , I .Y ^ CGULl)OL'l.'Ul IF CUNUUfT7 DO NOT[NfYt -- - , S Tli6 MONT7UlTlltl)lk7YT)tell Dl.�l1UNATYU Ywkr raVK+•d r ad royurlad prYraylly. Il _ A_,a _„ _-___._._-- ►IYYu l)IYD b1•Ilh:hUUll 1 iOILI Df Soar r d:rola a rrcbaadW nralwa vAti ti• T1•��rr _r/'r� I l Rel N/I�Y/� 1 � .r,)•+.h Y tba buyli a ruyuucurlUly w lU••alaur wrh the • Sr.y Ortpw Modula Oat twaN lecswparur low _►�" 1� l G W ALAI IN lN1T.111.1 iION 0►T1JU rwolx--r.(:ONrI.Y - t•rlrlr IPVYLwd ►ala 1;Ywyw r.layn. W1T1I T)le NATIONAL LLYCTIICAL L'UULa • L YCU[1A1, ITA7'Y AND l.lk•.a L'OULl1 ANU a lrradlauly advy you V.odsw-!sa•t r•pt•o•otathe, • VO CortauubA wdrlt Ort ow•dul• Iwoeryoraw • UT)1Y!AP►UI:,UiL[IA/1:fT CGDLi dLurLutr,sw Wil lattory.q that rr•ray aasaot gist. �IYr C rutpw Irdpya Led two au11d Mise w e.lath s r c• Tt)AVOID[LLCTEICAL tiYOC;lrt/N1C1/COl1l.D V ![TvtN 1Y1►►TNG.!•fore ntrnlaf say T1338o l f:arraaloatl•wr I.IarAd•/..al.a� w J KILL YUII,][SURE AL:tUWYYiUTIILTlS.1o0 � Site ►1^•parallonaticllO•lallallUlllntl[ryetlowa rNrwa•probes.Nerw•atwA•rryL•rwryYe•Pla,YOU ►��a\aYa01a(ro11{w•7,'T1.S3rOMwtwawd �,``,'�� - _ ■ � rI MUNiTUt ly OYY ULuI'iU INYTA11.t'T1UN UI T1.Y 360 US 1• Alunlluriny System ret Orr car V••d•r•ttoot r•uelaur h•duua Cuewm•r Gor.wwlcauuwt 1•t«ivaAraa a •I' `,i 1711>tY1TLlL a Service w(20]1 101�ilUO for a Yuura•d Gsaoda Au14Yr1• 7 prrvWa u Ira•rf•ae ' . �.�., T 1 K CAlEIIILLT 1[AD TSR I►fTYALI AT10N IN- soba h rW provide complete IefsNaaatla• a returw nQls"w~Late ah1 CFV,u/pbyrkary W fuwcUwaLy ra..t1 f1l - ' ..c • ( l)p 11YU(:T1UNI AVD WARNINGS FOUND IN Tlllll TrUll.lL 0►CONT7xNT'9 N'IPi�1 pruc•dYlaa, t1•atrt return aay pr•dYeta rrbrY/ rpYu1 drvk,a ;vcA Y �:erpuun ud prwtua Mr ✓_�•I- �C` RESULT MAArea•otaur{a 14twwN Gad•A•atborYatWa crrblAtltWr r► N like" Id aratlWla rodulr may a {!. ■"n•r V MANUAL- 1U,UO!W COULD ►awvvr,rasa as buyal TSS 300 permitter k --� IN D[AT7i. IellliUl i[1tlIUNAL INJURY, 111ICT10N 1.INTIODUCCTION /[CT10N 1. PtU![IN1TAlUT10N laa•tl,sea 4"ruN M sos\ybd by tits yrlaur loullact 1 6 rr Irrw 1a ! • itU►YtTT LOb1 Or LQUl►11LNT DAILAUY u � G.. . .--- ANU UND['�YCTYU POTENTIAL [NVIIUN• A. 0•waeal......................................1 A. Took tNDraar AaarurerewtPRODUCT - - K. Da.. /nld.a......... .............•.....II BBCTION D�9C1tIT'I7 w1Yd La ► MCNTAL AND tiYwtTll YA]:Atllr. 1 .................... .! LL Nl••r repo Cap I'rryuuww .....11 11a Ytlarraf lwtartaa rsdaalar ar•a C 1•t rl a Ilrlyytrl,,,,,,,,,,,,,,,,,,,,,,,,•_,,,,,1 G IwwaUu Sew..,...............,.............,.I 1 711 Y1.1.360 UST Ilrarorlal !yK•r f•atar•• 1 taadulu • RS•t1t luufac• 11•dala h•,r\dM 1 !I-plat D•Ma• I •� �- -=� � ,_ «. 1 •al{a Lit" allow a uh ayat•r u be creA{orad +rub sector A"duo trawarwlw-dl.aA via a A49Yrder la ' ■• ae..w -� � r lSI1T10N t POODIACT DLSClIL''T10N dakwlat Myw awd wlpul capabdltlr aurrdlnl u the tas4 r tbrw{h pa aatslnal rtWr bad ever plwre r ` - SLCYION L INTT.RSTiTIAL Ug1110 SENSORrat �---- ••••••••••••••••••••••• ••••••••••••• NYfA11.t11UH a•ad1•/.putxuW IVa. Ileo• - to • c•rputat, pout-•(•Is1. tualwal of as�� "'1 t I MAlNIN.11 L rt•Or ............1 1 to w��. : t� -■� `� ' i r SVRITTT11T10N 0► CLIMTONtNT! MAY ill. C Mesas• ......................................I A CMINrwnt 1'nparatbw,.......................17 A. MONiTOt • ^�r iAll L4TRINSIC LJiY. ! ........, 1 at•rM•daw Y•dak A ItOt ►wd W•Pwd RL•d•w OONIPOOL � -- R•QflON L lilt Ilt►AidTiONG h►aaaUatka•!11oat Y+Yc►-IWrpar Tawba ....1/ L WafaDr PossibilitiesW". rtrW wy M yobs 6W!Swett dos uDnarw•w IIAYUS rtYl t `.. CllCL11TRY M1111IN 77[1 TLS ir1 MONITOR tit TIJI-SOU rNMr Iwtlar tba IaR•a•M avow M•■•list WOIGA rUR1 AUIWwwrlllW lAltl[Y ►Utlrla All lNn1N11CALLY WL. A. Ir+b•WrANlaraa•abw.....................t Mr•c•• /fir•• L laurMkLl W lewaor Minor r�p a•• 1 Y1{un ,-711 JAU/tutu rur►olrura• • Matt lett/ao• M•Iel•. t•r,rEr•d lar Iwtar(as1 r t sr , [NERGY•LINITLD SYSTEM. THIS IYlTEM loolaratiess ..I SIKCTION 1./I/INO sump SENSOR lMTTCH ( IIaLY-CS 171.1341 rl0lLS AND S[NLO'tI IAM[ C 11•akor lrca/Lr 8•IKt6 w ......................1 INrTAL1A'110N • A tre.11a•, 11-+►uatttr• Ila• �r+a w(--SIJ sad Iru{rrl yr lout. pr• 111e1d CryMAI /OR LIVE IN A CLASS L.GROUP D KXLU DOL/! a Petal Witt&{Cawduk Iw•aa il"i. ................1Napier. t h0![R LOCATION. TLS-711 PRORholesNaa L AND SENSOR L A • d Slslr Whin{Cawdrll IwataYatba I A. Oes, rl.....................................11 WISING IS IK7TlIN1lCA11,YrAlt ONLYWII[N I. • S- Peebe&udl•rrJuwCL be has er la•108-2111401108-211140114 al Ll ........... r ►rupamra•a •pasaaiw{ awd Tile TS •J80 seek aco•lar•slat• Y••Aas-foal tapad aap CONNECTED TO YLLDLR•IUOTS L10 0. Marginal;IwwalWbw ••••••••••••••• bpreba MONITOR►011e NL1 ![ NIL K Iwtrtw • NIwua ..............1 LtC10N L VAPOR S[NiOI INRA1dT10N.......SI •yrW& L Nur„WLr1wl IaxaruWw ........... •I • Theater(nral•pa "pit V provide•Neal Indication C. ROLL fl{u11 1. ]W YrNI Panel VEERER-ROOT i1PO1• o .rueuyLed alYrtNdkwa ATLL]i0e.rtuRVrtd1 S. 11WnON/.WAIRAN"CONDTONAND t. ta &PIP&CUS YO WwAJAS&MmPS &Ad do&#" Y Envronmental Products A. Iwa1a ...................................../ UMIfAT1UN!U/IJASIIJY • An liesmal Said"rarwla{Dad slur lydltuars. garb"votpol YtDturla r rNauMl r•W. 111 pr•ta.Gel tt a 1ws�{auc lr•1!1 t ,Ks Irl 1'n L 0•Nral Wk1a{hoose••.......................I I A. lyakatl•wa at WbIW y. St • An NaMaal Integral report ptlattt rrb►uYt•M taxa- lat•ntklal YO NMw1 wap nwaatt an tw•+rk'•ll•rlc•• C GadYl•/CMa••tr halllw u1 l................II L IaopastLaa 1......•.••....................e! Y►Spool Ire lural re drtYroetPtwa Of lawatrty, rbdl vayr a•eawa u1 three twee Th• Iwar-wire oe sold d tete lWte{CNwocabww......................It Q lJrk•lb•ta(t•wa•dy sad WYr•w1y .............13 1•ah dt/ate awd ala/r Iwlrrw tll•1, p1Ya jlllel•d rkb{ p•C•dY11a Iw, Ih••. rear• Y• d•K(rWd V MY L Probe DwdloawWidia Gsobectb ..,,.,,,, seta Ielwwunw. f- ' I RDIAy Output W1.-r 1 sae ,I� 0. lJrNaal•r•i Dorasr........................,. /setts W ul P r•ersL F. {••.•......................... L lLwkatlow 11(Actbru .L Q. [atotaall• Ynrle ............ ►rt . .............11 ►. CoraauatlYumLw ...................... ....lt S 'GT'i61Y S• !1''!*RL►A.LtTT TEN 11.E NOTTI 711 t•P•I la•rts•r►rM err M unto•!u K [lA rJFt]i Irwfur ........................ i. LL Iwl•rtrr•taalur ...............................21 ,'1( WAINiNO.IN 1HlTLLyATTG1:OrTXII►10011LT NOT t a r r'.I'1`e Saps n■1 t IVTL[IT7T7A1 lJQU10 59.4101 lei[■ nr[ iN G 110MTTOI LOCATION ll1JLCT70N J (T'� CUN►Lr M'1TY TILL r.AT10Nw1 [L2CTtICA1 1■ yduy,l .a„a save 1►•.e was w •re.l� tyY�• �'u�T)ON• '1{1 WAtNIN01 INPtOPLr t1TfT[y 0►[tAT10N Ciel.t.►LD IaAl-rTAYY AhD l.tkLAL CDDLI.Al/D tree.•.e l►a a.,p■/lM Iww aaltr Iter raP u1 rap wool Iwo h••r•[,'trt•W Mawr lrutsltwW M•rlr•rrwu- � COULD ■UULT IN iINDITLCTLD ►O7TZMTLA.L .. �- 4TitL1 AlrUCAJ1:l t„VT1Y CUD[a c■vr u ►iso., naor tar L►a l.►wr. 4tN Tasha' sad nlrr• I. -lJyYld Wwaw l►atauua•e LNVINONM[NTAL AND YCALTII YA2A1D1 IF pY•• Cable u ,y rALITs1�,TCy'tp•TtRppUtjiLyAltpOTTt1!Trl Vr•arrw Ir•..IN ut t•«.r•e.•w-rawrlw fnPrs"L TlIL PLO]L- OR SENSOR-TC,-NUNITOI WILL /r1 I1Ua1 991N0 tTa.k'L 11 \tinlatl Ul41hu tlNr•LIc1:[D 1•M RET.■I1Nr UvtN 100•ru.T �J J 1. leech!•raaaartl autyar,rt••ora/rye••1 M l►•►foal NOTE Y w Wb Y w•lilt•Year W raw Y W 16-0 tt:ti tLOQ Un role .ver Ali..DLI:N.i Steps. is Ir.,r qI•rw law Y. ASDL D ILSULT:14 UNDFIG It TUUAl rL1C_tn ON. DtITAl1A71UN 0 all Ill C_. ►t0lL•AND LLN304TllY0NiTUl Wlt►SAl16T r�ILU![TO Count YTT71 T.[I[WAI!IIN01 /IfL,Ut! TO COAri1 tPTT'1 Y1[itrl tAtNTHOr 1. Maal.•N pt•o•Lw'1•e yrraNYal a Na!lie•res►•raorL NOT[ICZtD IOM r'LLT. POM'!!WINING CONDUfT IHNTAl1.1710�. -_-( HO'T11:la•cy absrtaid M t ttasbtay••14'[•ertrr aI lwaarrtal■wa an k�»O w a 3-lash tris yya .r/Mrw1•ltr•lMad•edarNrlgr WbrrawlbraAwrwtarr COULD RESULT IN D[ATN.!►:110W/LtYU�IAt � C ►/0a[AND ttNfOt WIRING CONOl1rT F. ►t0![AND B[N10a JUNCTION NOI CaILD 1LRLILT:N DLA711[L t1Ul.!IL1Ai01aAL ►7Y`y rPARND101 LYTL1x10N ODIJrD OCCUR p TiLL IHIUIT• ►lU►[lTY L010 TEND [QUI/NL\T 1111fAL.►T10N. INCTAll.►f10N. 1k.11:11'. ►t C P L[TT LU a a, All D !p lR I M tNT .alYnwwa,r•w a aauoaN rYa{•6•ilar'T1•cy-wA t U w Rost Y YarsrA•uartlN w I I M fnW.rru.{rYP.ely.dY/Mt cW dist wauYu q•! I be aroused au t4ra•d u r•cery w lararbsrd tattle ►•Irl••rtes/teralwa YONfiOI U 1HSTAILLD W A I/Ol.►7i1J,COO/• UAAIaIGL M■•f S•.atuGG VV(wa Marr 1 tlS lh•rw hoia ll1T1NlJL Or[I►t.0i1V1(Ct.lt1[,UMa1t1N 1 ( WAWINOrLiIW/10NCOU•DOCCU111OTHER 1 i•tbrMMalMr:lradN•tY•fYYyWbrr•IolboM•lrrctLw 1. IwotaU a r•u►or •Mctrltr yrwttLa ►•a rMb ` Ol DIV1110N II)ATul01►YYtL DO NOi lNb7Al1 � Yllq IMARL CONDUITS OR nOL'GiIS WInI 1. Io+aaY rrald w1MrlydasY(M•,1'r I W PJI)W wYu« r the bLluraw{ru■wp drrlwl so.dur Ia.aaaY•tr.wl {aa.rud t•vrU N w and ✓tKh pw ud twee ��'`•��'- iCYa Iaslralwl a linea l later••w blay 1nr tial►a11 Dw1 IrraJ tet IY•r pi's {{ peru Irsrr LIN pure puN W the aver Y.l'awa I+•dur r••w w ruMM r waste{r•Y t•ewaoo. LLw. tr11 aaaMretal W•Iwl Lottie 78L MONTT'^S M A VOLATiIx COYYLICTIIIJl ire ►LOLL OR SLIIIOt WiIING. CONDI:ITt AND ,ewer rule/rases•avow tY• rsaa•r tarw{b a dry Gpalul4.{r waLw{urpawal roar w mrd u Mcb O I A. 1"IOIIL tif.>tt KIPS!`)ITALl.lT101t saP an •I Anse t e a 0 tMrdr•Mo•,L U►O« LY Nrrsr a riouriew.s. •/WrWrpJ•.trrrt►.wA1 a 11NrT 'fir=rLonaLzi1VL AT 4041VC(C WIRING 71000Ita INCA Ttj�zao"OC LM IF Ji AND road YNsawl err►ylury 1,'>tY■rY DLr•w•IeY Yd 1 M'AINIHOIEXPLOSION OOJlm"We"A IF."Wel 3[t •warbxd ce rcuwMru•wwrro l I-Spw/}.wcaloa ' 1•e yyt,f„ � hw �� S:SfrT41T1(•.a w prep•rtt•el 1-t`� pyo Lhraa/«tsar l,ocap a atawdud acs,dYl.lO t■ 1[N/OLS+ If U1T NUT CONTAIN ANY OTY[l � W1lEa hltAtY CUNDUiTN Olt TAUUGNI w1Tt1 'rd►IT•ItMtD DOOR AO►OWIR OOtaNDTIIA Ib••rr• IAA.uRR 7'0 t)O•l►L.T r1rTT11 1'1lLtL MAINRIOL NouxtM{!••Ylnr•wu-}l0a/rr awny haul M Iwaaal• Too Mlrrlr•itKY).recalNMarrt►•orluaeuw.ril/ OROUW luO/ arta'L It NrTral•aaapaor r1r{(w►yL•d y V•rd•r•losr LY WiRiL PROBE Ol f[NIOt WIRING. CONDUITS AND ' ' Nrrwa•e 1120JD Y11L GOL4J)1LriLT IN DV LTM[[UOl1 iftiOHAl Lr/N o•1drr11 orlpar■tr/)vr►rt•ha D..:aeraor trdny. sunt Mlbr lAa•••e a lh1 approved us"snore 4 tb1 OJIOLINO lU0 •t' WILING T1UlN:lU ilOA 7111a1 ►1lONtJ AND Wltoraw{Yaa1•{r Y eq,sraWaa•au. to 11.0 ILdNlO net/ r 'M1'C)NIA M1•. For raaatlr•■ b/rtat•a••loar po•erDey, INJLIN T, ►LOlLt7T err, AND [QUI,MLNT II MAtNIN•I tL>K.ORION ANO/O! lgU1►MLNT ![NIUNI► MUST HOT CONTAIN ANY OTYLt 1 a•.raz ... .uY..w.l sees caY•au u w soar r w Yr•d•r•lo•t ilaor Cap Iflt 11►IIIORG1ir tY M treed DAMAGE. � DANAOt COULD OCCUR IF CONDUIT! DO NOT u•.w••otat s• .aa twos,Wp•I AJ3J p.µacl•JL rete Latest a tbr•ad•d r autbnar•d rWr pyo GYTtL T71t T2J1-iM MONITOI T1dlOUGY T1lYlt ��' _ 1. I•Itra • laves taslMya .. w 4alda rlli •/ � T'►}I•.1!•star cad lhnM heaalM R•aam .. P O In aodatloo, ray atan tb•ry rM W Mea{ •■r DESIGNATED►li►OIMLU KNOCKOUTS. •'AINiNOs 1lH.OlION AND:Ot [QUI►Y[lfT hawaaN Me••daar V Ylawarla a !9 ara+tllll tt•arseee 1 >N las M arr.l ►•trete w uP✓w harsh•!rr•r ray sed ruboM o�ba•d►rydll DAYAUL COULD OCCUR IF CONDUITS DO NOT Uwe .war•ucaawr w Goad so a rl.0 no"pµLw•-a,U.r cow u War lav lot lb1 lrfrY• was« ra:IM u a M MR Ma•r11 WO IMP 00011,16 ..d ter a••tr• _ w, LJ'fTLI THE TU 110 40NiTOl TUtOUGY T1lLll l{ti� App,E•t11a LS•slyls d, r e Vrarr--Id aro ft•Yrc.rr«. ►r•lr■M tnr W Reye vYr•ti•a,Yuarar••ryraa...•hold hlarWrq,ralr� D[SI01'AT7:D iIIIJOLAIICD INOCYOIJi'/. 1 1 W.WaYlwpoa Arww L L'W Rosi b beryl aaa■•aad w Dad Moor eradaLoaa ta.t•N,W hist w pwpwl Cblcalrr,<L 7 - { ►■rlY.•✓W ual teat L Iaalal[ttawdard ada+la►rel aa!/«►l►•t-y1 M W ►AllAlti TO CON►LY TVTT'tr 77[LJL 1'AtMNO/ II S. q I 11� ' COULD LeYU1.T IN DLATII.lLt101A►[ISONAL Too(117)Jl7•T70/ artaarr Sat eta«a.a Illlr pLpa. ► Caa•IOI the••rt N r•rIN1►'••'M rkaw{sad M•1'r - - - awdaaarrMadubMWarwaol. INJURY. ►1G,LtTT LU1/ AND LQUIPALNT - 2 Losec.•w ItiN from tel hoL oar r.w the rtaar►rpa NO1Lt row tfleaa•d.aye r1Dl Y read,baalal r1fa M Soft w tllaaaltal twvtDa•radarlr la acral rr•Ir 1 I Uw1lwG L /raM••a Caw war IY+•rT w proper adhesive (la„T11C c•wul tl•o tbraad a•a1ar,NOTADYLG)VL,r►Y ranula{W rtrar Lap. wppran W aDaaxorl rotl►a I -r L W41r{bactr•oa W 111310 a1•ab•r,p•bos.art!saris JYDIAwa 1•a J10x-n 1 Yrw w NIc•rartl V••r•r u w potr•a awd wwaart w fovM.Jusktlor Iw J11-1 1 11 - .-. � i •>•••� -, I 1 Shat this• r TI -s-Y wY/lkyu aw•rly u LomasLomaslush T•etaraaL - 1 rty fauun, aa•u S-]fA proM and wwosa vr [attar.Jwtua 1u tbla aalJ«iK•V I �::. a -,i'_ y14 flVu aaa cewduw 4Yr aY•at•«r44{. �1 _.- 1 .�,t , A)' rr�st .az=stt. I CL rr I I NamW4M{M••Mrtil•peebal DM IoeaDn rq l(aaahanrM iyr��jn ]1nI 1 �' � 1 , •r• '!f: :] r Ir I ler. � •er■be me be tibe,"me coladwiLso he Uow$h& T•11(i11)ITi•71)OO J � ' � ,�r' r? t N•• a tbw blew lav 11•arrow tat M aroep � ` i7 •"� ,�,-,^�'�. y�y _ I las vete.,r &no*" Rare Coll.'-, e� ' i`- , r-••-�� C,f. I I .k.aL..l.. IRiY-171 1 - - _ '�--= t 'r'7Tr`t I I �`� • ••-•• I I i t Mme ea •UW attorney Luaal.Jwawwt lAixiq .-.Z___ _ .t I M.�-�,�,r ,�, v.•,_- 1 l _- TLS]OO torte lKun►no Residual layout ebrud M l � t 's� l L• -- .,r r., �, i 1•J "Poland u►••t sum tun r uu•!W ata,YO --� v 1'aOnt rl•r � rYN twbrr u►ed•ral.•osis awd btu ta•dlla �+ I a' I t� t1 M.ANwOL2IN1TA21A7701L +1 K.rlwu r w E.trw►c.Wa.Ja r.a elti.n..)tar Mr • i M',1'«1 K'Ll 1 coedult a•psvWl.Vale wort ctrf«n Nam[corn Ibr tb•ee Y D r ode" amount of y. � r the Nu1N■1 Electrical L:Dd•u1 ate Lad local optionII' ��"Am A"&nationwide for p Aperr droLo 11a MlA YITRLN1aC At1"•W l Ir'Tar■ / t t.IK to l W'm Wu I tba oYrb•r of rYM•wurr{w roalur AhE A t dwcaoun 11101/17 DIRSOTOAY Ro►A+oaarYnM I rbao datWlo{ •e iso a4a ud wrrlvlr M IewdrW AlDtie►pr•b•DP/rworl•sratMa.Lrsr1.11•ilebrlalralr 0 \ "'- = ... �� Mr,' hl' 1•„• fy.r: - -- rapuwd ler parse v,t rr•r rtru• tela « apprvv.d raAAow accordlr{ V w rawu/K• RELAY OUTPLIT MIO ►RO•I AND 1tN800 �•� - rl M Intwa•r trot M►np•riy ralN r•!'OrdDaM rel Surer I i watr\acirra 014N the M•s•r seeFait"u pip-" UI►ll f u001x l l IN t t i Tw AL'f NUtnA Y'1 w Na/lr•r CJocvatol Celia(N/•PA 70)end LIN Auta• rbbLr lbo ruh•ba br eY•o(jundruoa bee rNarrlN ped 10[IW ITL IUP Tu Salt lry o.Mw•wdNur.aliarvraOaulwCoM(NfTA]LM)aMn rkML Loow•rw111 opK•►•lrrr wlrrctw Ms u1 they►••l Ina a Claw L Dlvyaoa 1 r DlvWlaa 11 Yaa bw a an"bal•"of r lbw w)lawa•We k a cY be removed If • �-'-'�.7 .•_- ... -._ - 4 l u•ehuarr•Y•ar < ea ■unwary. r -- ' `' � �_•• --•-•- M•Omar ►O aflwY+aaCKIT [ I I G awaA I AwaA 1' ••- _,. u Illura'l T1.3-:1601alarfpca Aodulr Arta 1,n..♦l .�.+.ate■ I r r.+r,r..•.aI•o Y.,rrr Wtarso I I ren► u,P.W la►r■r IwrulL.aaw Y•eYrrce.w_. naw•l 1J•arW r.■.'.r t..a•arr■N••r'■errw- :N wl T•aaa. rr.Irµ...lens". �•-- --- 't a' '�'1 Mw INfT2114I6lr,,,r4wlL4rl2ll1a 11arA1UTlOhl. 9eCl'1ON d.Tib750 taONTTOt R49TALLAT1ON L a[N[tAtM7tINa rtAC1'iC1'1 ] peeeY f)Lr••Iery. A •verb sllreltwry 1••• neYn t. NO►Tgaltall• .../ ..r.-nes 3a•a••a•r vA.,.t Owra••l Ta W raaaAar IeM W c A. AOLMTINO. WlrYywTtJ131nY eel terplrcuN,h•.rever,Y YrraetW 'Colo•.>.r•awry-l'•arW'1•vV•u•Iwa.r1 IN Ilwt• arel■a/arawe u W Yaw/alttl•■a I. Lac au a,1 rYN trorwllal•.ru M I►a 1wtMlae rllr'ttd (« r ultt aa1 LIN Pa•N rL•a..r.k r•wW W Nlad■w h'/•w tees\ILII u IMI -ear sweet.Y ya gist y Proper op•rrr r.a Y/w tywrw/N•1 soi u)I tw arca.Ye tees.{rr•l --�••••-- II 1 r .yp awry torr aaysaa.�.v,i I.rr r Nclw 3L Ia1• frwl ).'K•■tor Uuel waw.rlr .aJ ye,l•tr•rr•al ruwlw{wtrrtwu uul c.r•IYYy,I..l1uw 11N , era i._--•..�' W uxtuy L•gr11..r Yu"L BE SIL BE 1'0 WN.IDCY TESL rlrar„ctluu r ibis Wassail. The SAW Y•rla{rr.-aMr.as.eW M formed"lowsuch Hoerr Dlrr■aawt W Naraarl a•�uro•rl• MwtNlNar IL ItQ/7:N iTfTlN O►[+AT1ON *LIGHT 0, THE CONSOLS AND THE MOUNTING soca: e L11� S11YlACL MATERIAL WrtLN LCLLCTiNO A MOUKf1N0 Mer•an a Mr 1cw•rw7lrWeYwr N bNe.Wen a sun •✓YI r FYN CLu.lL tr4l t lea UWDLTLCTLD KrrvnIa1, W.altalro• L Mod". Trw a hit"type•(owdrM We Woe[h'♦!l n N u LX'f AL AND URA-L711 to Iw1U/ if t u��a w•aNea D.Ylroet V w ro■rtiy 1. M err J ry+a•et«tw{tie 7L1 SOO IwY.r an aoW reed W •.cb •Sol' 1L h+ho IAurlaa•, t-t•uy TFl ►1086 U[ tLNIOLTO•MONff01 Wlll Oulptaa,MaL r - lLANY tir-enf 111•ILLT,i1NtS OV"1 1001 ILYT orrraoa,drW W wppeptru►•lea sad twrtall w Iswru r■ded w rulrad u IJ•wllfy tb•M Dow Cc M .11 IrdT LI.AGtSTTLL•►U l Tll u♦l►L Gln O N. :1•w M'•n.•w r Iola ray M coca ►. IaMIt1•rl seers ti's plpt•5td IrDa1lM M type of tre•1•. L Y.eb"'del'••"•'rltl •tarralaol cwoa'cut•D•DM wr•d w oath►■•ell•■w the vrww•aaae r rhos aLsr. POWER AREA INTRINSICALLY-SAFE AREA,11 F AND R 01 SIN 6AOriTTOI IR IiJ wi tz 1 ht•eal tb•rwlbr Y W taaawual Dtarf•••b@ WAN►W tlrrwe W•weer from w Iasala4 Oats■lrlwy It(7'r LIC=YD loon IIIT. Noor 1r w Iw arw•LLy 6aw/ra baud w top tied Trrual Wt■L1Lca4Mea •ppaar •ely w w wYaYN M the tauwpla slava`►1/lv'•S.oW 1•arYYID D hrM WAINYy10t[27LOQON OOS)t1 O17G77!h OTELI ►over M w sorrow. ►racY•t.larrr-1 w torw•sxar for rYM{ymaaw w lwwlan Ilwdrla i'•oalow I N tb•raaocar tette w --•�• � GROUND GROUND n SIJ 11111112 17Urii11181 O I nOUG HI M'TT'N 1. Coraw ti•p•-•►rvr/•riaatlf awe p•b•and paw ryh of a.••cua{rv.a u W aero.{to wl4ala r awd-ryv 6•r w tlr•b•r/nab(.►••bwl 1 ire W '---- _-� PROBE OR SrkSU1 •1t1)la. CONDOM AND 'a'rM/aaaCaa(t)1•the,a•prepuu baocboraa p■b•V IAaY 1,•as.Situ•"0000►a1 nolo uwlr,11 r u u K: ( I rY11L.U 1TtL VG Y1 mac,M Tl1•aa1 /141 tJ wxU t IWMI a wwrcws Doe•NIA{t.w.r.►«•i w Ya r 1 I a•cNd h■bD laur[w•D NarlrM y ,stared V clot 1 Dw1 W POSITION bfLr-•AS'--� POSITION RIE OUN1INO ILANO11(11 /[N/Uu MI.S"T NUT CONTAIN ANT UTldtt rbkbwrr•dYtrare uutala•dAala•at✓wYWa«rr• ► I �� I 1 � 1 l[/1.1NANO DOOR �t'► Drabs Wt1a Y wpplMd wkh wch eyu■.sad rrb tacP ►••al°•1 t•e•E'n•w rinr k•a Yah l fX I I(INAI MIN�Ir`tR aa•duk. PWklw N ••a1 ra1a1• are Btlaab•reA NO •aDi .t�t•� ►AJtA1E1< TO OOViLY wlT7 T7TLf[L 7►AtN1Nct L 1•W L d rtl•alr•d well Iefrma agoim r Ib1 Moot l.rrL.r V IdDwWI•d ya•A ook L eIIM haw Wes MMMM Itir:lA1[I1N11 iu1 i uauNllL uu j�-- - CCrLR.D ■raLLT IN ULA11l,ti[1011►C1aGh y M••'l•l•d N w tlrcrr OvastoryDbheuab coos•modules lit �-- r 1 c::) n i iNJUIT, Itf r•IRTT 1•U1/ A1.0 LQL't►l/it`T h Orwlury,bcaaad•a est►•cY✓w nalu•aawd!cave 4dp11ar«O•aAta � owIli 1R1111II1N ro4' ICOeD: LAO(X1 ►_ - A U•aAIALL � N•p•1• -- JVtRIME rofrTION R[CORO- C MODUL[/COt/NECT'Ot ►o.TT,ONt AND Wel, ® WW Mt,• 111 i5 7� 1 ' i--- ' U ryrrr row N Of a VM O•ap•I/«•■a he W M•a•wr•✓ Ula. � • .1 MM ) I laa•••wa aaa al,:w•aYr N t»wrw A MRI I 1 sad A wti I a , �TU�.,��be�p��y s�,y(„MayN IAPMI sMM/� -- `. _�� t7pNOlrt •ur welt ar , to mwd.a r mac N►r•(rre aaral4 r atcrlda•cr araN I u reared U W ammwl abrr ed added u a Sur dais, tris MY1a •L • 11 • • �j�J'�t y�11 • trra•1 ubblRi_T�H' . F._.•_�_ 1 4 I JI/ 1 p NI r..0 r i 40001 1 1 I.u.•a►.Gcrrral CA.OI'h/'PA 701 ua W Ararr■wr,•ud a.odal«■W M 0•LJ'-r•"-•' al IM� f IE• � - _ ♦t t�t � � rosnloN Rtcoll0 � aurw,a 4revc. Rasta Costs (MITA Y�Af �• wr' Pwa• Iw; /� 1 /rye rOSInoN RfcoRo. 1 tr•r a C:Aa• :, tww.w I « [,.vr•rr I I .,.. rut ...• t+J ra••o.w Poottla of aY•ta•1■1••.tfo41■•••■Vw 1 • • • I 'e'r �"P _ _ a+ - - ..aarw v.. e•a•srrA•/•sad w d•vlo.o rlred V ll•e•rrwcc•r•raw to M Fer/d r/ u Iwo we VPr■►•r l•Ptaarr•al selling '� r.. ..•.. I !�I I•Itis rM/r NatlM Sal S I -- r W rbell AJr7.k SI•LAR4 d L ytre td•X'A&ey pe/.aWyY W is La 06.6«•«ooLd A ttrcult U*tai a.r*it r-d u Stu , P lye r _- rr•.awr.+w• ✓F'••a w rear r.eataa•4 awe uw Web•1lW ry4-haa0 6wr IYr lbla purpuoa. • -- • • L.''.-.:ice''.--'-'._::J � - -..._ �--�� J e-L" law u0o��1'►[• r_ u t. I • � .vM •.• INr t«a.•u a Baa ♦•N u wooer _ MYtaa POSITION RECORD: _- roalTlOHefCO11D� I coos«u.a ►av+r• u N w e••d rrru u ur Ir aaLq' w module phis haw hoes d••loard •;t al • ----- • •� � I a l -.._ l �M � I � �r �Q a C .edrlt•rror w lwtruWcaLLya1/Dad power Les"c 13 1 5 ,_ \' rpet.•r dos.livaw✓a kis IrtAta•r«kis ry{.•. � I•Lar tar rwrlallal AyW'•a•■A Maya.■a bre u tact!w;sa rWu,f W a-aup•al - _ -....w r ra1•ar 1 ra.•aw••rIr u sa•tdr W ry Y r a[N ra. iNr1y •• a n r l r l u t r r ell Militia W ) . 1 •r■tT+>�•a aaadwM psrltlawe cad w a.vAw • • • ascsrrar�a ! r t 1vl,r#tin t',r•se W itw�wtYtaJ Maros t►Irla{. DwinbsW I R u oaa.Y aandutelkurum* n e iske I d sad atond y IMr•ry.U - _ Y� +II„r�w r roe - ' r' a cod aacw Y rumbaed pied nlAuar•d N a d0artat Module • • -T-- t- __AYlos ro ION R[collD -� I POSITION II[C011D: ►., two r...n.l.. •/ ,.L.,..•..L TNhI trees•! «Y Y Ytra rMu4 roll lis t•ww.cta.Y nwwaed Yd • - I 12 ' 1 4 ' ns Ne1•r rlra a.•cr•ta W er-0040 ww•r sad ua nlruur•O er• Olnar•■t r•JU C slut, w tye'BM •W A41 • -� I _ t �r 1 4 ITy rAclw tris M coca preset W•err use u.w.laa,s tar prepllrbr r•tloplllo w dou b•IP{rac•Eved �-, • • I - - ._ .•rrJa. rrWrP•e Maar ere aaw••It tar +aa1 TLS T taartwl•r w w/lutat"all• NI ].t0 •+Is uvvrrM a aa.µa r►a.aL N..-v r u.r L Nsdol•Parkt■a � i`)• • • � � ' 1 ai iNMr O'��a.I�b�M� u Ul 4 � Sell \ Mp�... ..ar•.•r Rea teas rsrl R leaarwiwl4 c.a.a a I••rd r w Neer tb•a e/r.eOrM y • Yu YWNaI rawucr�ltowel i �TTT)AI_ �•�� ' - d►r•sl•r7 YM Ilii li:io�liiill icri �t )r r . r,l r rotnlorilitcc`•O: rowTloNueoRu: ....r... oath ILw I.t.a,oa 1 W � A --- L Tawe rw V tyw Mta■r tl'litwa. < Oar a W nity W tr}•a!molrb teas►••e Irr■lprad y 1 --_ ;1 a I o r•t 1. 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Err.w 1 I ....r �'f?$'Cil• r (1 eel•1 �-I}� ra1cY case M ►reaaa V w M■e•a Tree d•rYws r pA•Ua'Li Ayr w rwYW tw o4.Nd•.L woo I Liz a T r•... IC r•rr .rr•d[aayr•res I I .• .. i ��•• I r 11 u«I rrrcr doer»I►aedl.wt Lad rxuur.If•dd+...Y --t r j1�•1 ►udtw a 64"A u ser u..a WE IL TNTERBTTTIAL TIQITD(rNSO p/N.w an NtaYlw r••a..rt•/tlrvtcw NO►AW,d M I • Plwr IL I/OGda0lwuLw MMYr Mowry Dlalyda � ►ser 1NbTAL1.l11UN I L Crwwer w as•w rrr�1 L'►aa r u MNw wr�a•aY r \ ' r' p 13•1 ►' It N•1 IL as pan Mon 0 be Mr♦M r w bouee or w Isox A• tOlJlrunlr bTAj.LPurAzATU►c. w A. nr...w,•w qYn �C. "^"" t" aarrre■ t it 44:1 NYdp w clel Lar rwer�wsry►ria wau w Ytalar•1 L •alp• rw•sr , •w »• to# ' r raccl.rw.•a•r•.ynt WARNING-TOAMID"CTLIGLL=*=Wf1Q1 CRw•adt w raarr Prrwa•d rrr 4 w war pnrad torL ' "� - � �Iw �,. naarp Uot•w•rest CUULL [IlL YOU, bt{UCL AC ►UWLt TT►IYJ<seer r•rr r..••a..ser 1r.YM■ u rr►w • Irl•I1f. L /ow w trsrtn proof Mitt (hirs"awl W" mac► MUNI'MA 1{UII DULING Lkn-il WOK. l C+ww•et w 1'r•w w•op rrraa r W►aa•+goad 4 t ()MMol MMR)r•wrY ltd topora.•.r cense ..w. / I TIre a ao•1 to r•A+wl wrweuOw 1.Two Orr paw tr w TLLIIM WeLe►l CT.r1 4 w■ •Lar t►d••eserYr nt•raad•aalrrra0 w � _ .•.. ... 11 qu.4 F!n )rKuaw boll►wart Laaw tow&&&Lata M las caw NOTE Dt NI IltLd w tdwdd/r ��tllrarr � )a r ►oc.•aw w lap awd}Iwrara ba r aYew w ty 4 1I,1 r u•wow /a•Irree 4 uor sew iaav r prrdrdr '/� N a•'••w•wrraa.u••aa...a pw.s ease y•used ' � -- - ta•Yy to"it w rater Nlaa Is"ddlLlod,r"w dwa•rµa1a[Y `� Mme• [dY.W rad r w v J r nrl Ica ,.: ITaw• 11. AeN laLattaco IdwrYy Wlftwl l]twaaa IotYn li V•pr rrary Iwlrl•c•IaedYia YMLy laryai Ilo•n Il talo/Uwpr lardrlr Witold radwutrawt• M serape I i / tee I1LILr.11. l:apardaAn lv.i.Di.eew.l..a rlpYr,I r ItoY.Naeem Cop M.dlAtwra V Ryaw w probe w not Nw wrN Y�.t w•uowANL o•• i wa.L fYn li apid Y 1+aM(t w t...lr 0. �+++ • n f 7 1.1.r Z yes Iw4at w war"aw•er frill►.[►tart an wveyy a AltKl w rwrtiA MatYa(4 tb i Wlrw rwMrawl, wNY ternct torte laywuwl royYrawwu w rwr►w: l �W dwl�f 1. Tr atwM tiee wwr atwrwr arm ynrrwtwR the 1'MC SECTION 1. VAPOR SENSOR INSTALLATION SECTION i.WARRANT?CONDITIONS AND ' C UutTATTON 41 REMEDY AND MAtRJJrTT."Aa L IN'ITAL:ATIOM 0►►l,OAT IWT'1.7r.. l Udwl armee aro,tNNrl Rid Iw•rkf waswr 1•abla to t►r plrrYrMl►Y ITT CL l"A.�LL A•ar ryM r Int Nwlar)ar•tuw ba laN lolwr 11,'Tbo. tort,•wt T•ser rotor tr,In• Ira-.rL cYLM o!Lar Y.rt w Ica•t 10 DJ11'INR Krvrr lYrrr►.1 YaYf Nes•../ ro•Id 'Airing lalenuual Nowr. Tied •w• roar •►uYW std UQ 1. TitwrpNaNrsvrlte►wurMpaltlar►adreeWratatit wauwwl&Lorwutl4wrrra4l(11'arrl.wwrp•arly) WARNING.TOrtOTLl,TY0Ut1WAND DTI[[t L1N1.AT10N$OF I IAIp1UTY ►ro.•t•..•a d ►anin►a A an w •r.. •u. ulNr 1. To M More w wwr•r11 nary rYr trlta+•/Ll•I aaarW 1 IwapAr-} ttlrocr tAw •rr 'nawvw )u Lar ►OIIrTION � NOT1G[star blot drYMd V tM lar f Yr1 1T, •YYYAtrI ,�raee Comcu•d 4 ►Ywp � /ROM BEING Yl"RUC[ 1Y VCYICI.Ll UURING A. 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CAUTION: DO NOT INSTALL THL S1JWP t1'Mon t Fwd w kadw tights throup w Ord trip w w pray wow�� awkry �dlo/[palma a(MaKY of,oris wF -")Ai, tny, days ""sero puq_nl•Y r roto"aad tMf u by you Yd o uladd to carr Y SWI7rH 11 THE" U ANY LJWD IN THE PIPING )tu•ttba Yea &A"Yew d cover 4&LIouw have d b w 4"w G 1//>rTAI11T10N OIIRLUT IT►TT'(7- �( SUMP. FAILURE TO COMPLY CAN RESULT I1DLa(:LAiY TANILl ppi T10M LT I N t Tip as w Iftd NfIR tN u llrfYfa a wKsatlpkt"sol r ��_+U w trltr tsh4 Y Ito than 11 Yltkaf►dlow rhk►Lar Reales r►Mod.Yalshould av Yn �w lace spow f•rtrt•uy o t4W[tad tabaRtr f��o� llrtlta••Cd . 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Vd Seesaw FWW Wlrbt +" a-�`- NOTA Pool t that t YOU eger"NI i des peat"T"Fie •' r 4M/w ta•of the abs tOdY r rin Makeup LL eeMrts proper powit Y r YapwLawt u4 yes order Lad MruY w Lwr►fctb ��w Aslaulua l Nat{bree td w Mow ■t11 Mdk teed wAaw r y■•N lWrrllatt uaY.711."aaYrar IM r•r�•r MY�/�� ioeirp W w low alcor. y low"".Ruh low res Y tlr•I Y yYAAW4 4 W boner epp iM/ ►tNowd If(YK rr►AMC aa1 cls camp 1 TMOTILI DO NOT TEAL IMINE NUT CONNLt'T1061 AT sf w WY awau4r(•r Illus 11} � L A/Plynrtala tFood warrrsrWwrlwpgtrsaWw"slrwnrt/r rr rDtwr[■WM.Cr11 \ :Katall ofrwpwanwyr.LwarYww•Att►rt•rpMuIS P+r ykard& ctwar *4 with lAtych•KANwwr. u•top uruy r(w Laat Td tau u(►•Yrtwlwl of u.r �••ZTj� � ,ALA wM/vrad Vrdu•Ro4 dwtlbuLw. I TaYlw dr NJLL• rApi at the Plates. aloYw Nb b.aDWrd►ter rarraAty checkout by►a ( ►yes•7/,'Sta•t+i•wai►wwlYA a Top t! dC1:T10N 7.TTrfNO RTILTT SENSORS SWTTC7! L U"rl a M+al paarLs w"parvo trTrtkaky Y the most It parr rYr wwaer MT ut woarartwl ort aad"octrn pia I TTa A"_46'1 W6TALLAT70N �[�lose bodWI ardt N wwp.tL WpL TIEdiLtEVL lS VEtT1CA1, rib"r•p. I Nam La Thee rtrddr5l Gtr Y tt"otpdd N[Y•bead w thuyol wrcuN r(o_...r..t�r yr,u Leak uwYlYa TM Mor•atosr wrYcY[»wad anti w{"a<wlwi YarMfrn a Natd the Wrvt IrPolosthess • It"See"sit parted N w v.•sof w rrrci awd 1 1-ti secondary tee ova"Y ovlLl)w w ptps■i wrp: OarNwd, •sAMwrwOW rwld w nwru lase 'Syr l Y/ oaf "Low.Y paaYb• nitnwtr d•tlal Ince-4- � •- I•AVC IMas 1•ll•a WT1o•1■A/aYawl w 4waw,IM"rlacl res Mx I•AJYmrYw YO'OPG" 'Uy arKflr dPi 1 P deesw►arlttY ItWY•W coYo.al 'u'craY w.appeal N p Yw.M-dura. rel w dot KM1 ll4 G L lwrat aad PtwwtA[See Wr �wm to rrA tt..soN I f 1•Cord tM rwrunleT r factna T.41.f Mow fa].t.].t reLtar INR/ll wt//►Tho"r4[i WWI oar rtdAt-rtdr I !•r 41D(Q7It'rry)pro Metal terarrf I •toLrrr•a kfh7 wow lox. YU.rrr[►P 11A MY.rrw.o e,blit task 16" Aa�l'atL aar•rr ro Y+o1w.o • wc1^ vuow rtL•r r•w•doer latiwl r trrerd w to Y. A. Of?RtAL atwr tfNdor a■eertar• Ce ` Ytitoo •+� '_' -. r. r T►ee slLwp www w✓r/i test M rrsNad[kir d tLrs rfylt �1 NOTE hllrrdd IaraYasiN Y•cMd. To eewwn ►••►rr Io•a•Y•aLew./Ica•••wwr••.W I Mor t..l.Ica. N Lit wow/yrwtcr•bell rest w a•erwuwi MKral•ad �-�� ■• r•rt TTT I•I.I.•Kr rYYM1 / Irl Y• w N/1■W aw•Yid IKr w W o ma I•r/IfYI.1 H�[mm" MK11at afWW 1■f, Il ►L ta.uee IM peal good.As eeyt'Y it"►row prrvWM 4 �mrwcrlwPVC iwwrLryJw.wdlr•ttlyuw��; TYpr'•l liters"liters" waws ryrr•[1. Ie...Y.rr•Iwraa•ar.•-w..l T.•4 w Mod 6(Ulf wa•er Int worsrrd 1wllaaoA a• 1►+• IllYn 11 rL4 tura laaaall■u•a-/'Ya•./lr•TTI,, lyes tNlalwaw "rm• 1"rt No" 1T, Y►drn Yd ltww Gdaauod V Nle•warp hon t0. Tet•-W1rt Vapw 1•ade• tw 1 NMwl Uaaoaaa .. /w'r•JIt 1• 11 � � 1 AWN B'r r _ c>,LTF SHEET KLCER • FAIC&M MAVEA ;a MICROFILMED II II I 1 FMM- GI.M 41 MAr)E IN N CHINA IN 7 E" _ J r TYPICAL TINIS` _FALLATION _10 LS TD)R NOTE: THIS DRAWING IS ONLY TO BE USED AS 0 LE d `= 1 ® �l r.- . �j �� WARNINO: BE SURF AC POWER T� THE s'("TE' jo _ A GUIDE. FOR SPECIFIC INSTALLATION — ►��» ct��r;3-r� --� AND ANY ASSORTED ALJ�R►a CIR!IJITS 13 uFF r--INFORMATION YOU :GUST USE THE VEEDER — BEFORE OPENING THE FROIIT-PANEL CUTER i►+a (� - CONNECTING PROBE AND SENSOR WIRES, IF H!V ROOT SITE PREPARATION AND INSTALLATION 0V VOLTAGE IS SHORTEC ACROSS AiIY BARRIER Lam-• OVERFILLINSTRUCTION, (MANUAL NO. 576013-622) ® ___ ® [_ -brtTRr ct uooutt TERMINAL, EXPLOSION AND FIRE COULD RESULT, ALARM - -- NOTE, REFF_R TO THE N.I.C. IIANDBf1L1K FOR SPECIFIC WIRING AND I;REIUNDING ® ® - OVERFILL ,ALARM REQUIREMENTS OF ELEr.TRIC.AI- PANEL, SEE NOTE 9 _-� ELECTRICAL PANEL � � ~ `'t-►��=rsT�t'�:T�� - 1 (TYPICAL MAIN PANEL) WARNING: ALARM CANNOT BE USED ® ® D 66 e a o o e s a a, s o e • e� rJ - P CONNECTION FOR FLOW CONTROL. ALARM RELAYS -P.- I>+soll Ilrtf:@ f WA 3 SEEEE NOTE E 9 EINPUT PROVIDE ONLY A MOMENT,kRv CLOSURE AT — AND CANNOT ACTUATE FLOW CONTROL � .. _ DEVICES SUCH AS VALVES AND PUMP MOTOR RELAYS. 0 DO NOT CONNECT OUTPUT RELAYS TO A DV,ICE THAT DRAWS MORE THAN 2 r„tTtyTvfje yv3j3,n4T{vn5r5fl � WARNI4"", DISCONNECT ALL POWER ACKNOWL EDGEMENT EXTERNAL INPUT/ AMPSI -- IM BE�GrtE VAKI110 ANY CONNECTIONS e a s s e o e e a e oe e ® 10 PREVENT DEATH, SERIOUS IN- ACKN^VLEDGEF'ENT SAITCH S�1TCH GENERATOR 'ON' INPUT ® 0 JUP�', EXPLOS1014, OR ELECTRICAL SEE NOTE 9 11.5 VAC ♦ X115 VAC � entre i>tr cy SHOCK. MONITOR MUST NEVER BE CIRCUIT CIRCUIT OPERATED UNLESS THE FRONT 5 DRY CONTACT SWITCH BREAKER BPEAKER COVER :S CLOSED OVER THE 4 (CUSTOMER SUPPLIED) lL]VERFILLI (MONITOR TLS 3501 BARRIER TERMINALS IN THE IN- �`pALARM / J ® e a TRINSICALLY-SAFE AREA. 3 • � L I G SHIELDED CABLE MUST wPurso ►•-+stn rw3w3 T,.4n so MAY J NOTESt INV HE USED WHEN UTILIZING I. WIRING TO PROBES AND SrHSORS THE EXTERNAL INPUT a e e m o e e o e e m MUST BE TH',,,N GAS AND OIL RE- LU ® ® ® SISTANT SIZES FROM AWO 18 TO I o COua►u Iw o Ll AWO J14. BARRIER GROUND WIRING MUST BE AV/G #12 OR LARCER. • I I I I �( WARNING: A VEEDER-kOOT VAPOR SENSOR I I I I ® " ' 2. CONNECT WITH 112 AW'J OR LAR- cn SHOULD BE INSTALLED ONLY IN WELLS GER) CONDUCTOR THE BARRIER WHERE: I I i I GROUND TO THE EARTH GROUND PRELIMINARY TESTING HAS DETER- BUS AT THE POWER DISTRIBUTION DINED THAT THE SOIL IS NOT CON- I I I ( WARNING: EXPLOSION AND/OR EQUIPMENT PANEL, z TAMiNATED BEYOND ACCEPTABLE — aDAMAGE COULD OCCUR IF CONDUITS DO NOT ^ LL LJu,TS, OR AC LINE ENTER THE TLS-350 MONITOR THRO"GH THEIR 3. 0- DENOTES FIELD WIRING CON- O DESIGNATED PREFORMED KNOCKOUTS. NECTION USING WATERPROOF CON- WHERE CONTAMINATED SOIL HAS BEEN - f X, CHASSIS GROUNDI I I I HECTORS SUPPLIED WITH THE PROBE(S) REMEDIATED AND IS NOW CLEAN. I I I ( AND SENSOR(S). z RIGID CONDUIT I I I I 4. INTRINSICALLY SAFE WIRING SHALL O ►'r( I A VAPOR SENSOR SHOULD NOT BE IN- rlltl. WARNING; DO NOT PERFORM DRILLING FILING BE INSTALLED IN ACCORDANCE WITH TESTING INDICATI S THAT THE INITIAL ARTICLE 504-20 OF THE NEC ANS;/ STALLED IN WELLS'WHERE PRELIMINARY l�J GRINDING AND TAPPING PROCEDURES SIN A I _ l - ' VAPOR SENSCR I ES!STANCE EXCEED'-' 25k HAZARDOUS AREA. FRILLING, FILING, GRIND- NEPA 70, 1990. OHMS, iNG AND TAPPINU LAN CAUSE SPARKS AND S. TO MAINTAIN INIHINtiK ; SArtl T IGNITE VOLATILE FUMES AND LIQUIDS FOUND AND PROPER SYSTEM OPERATION, PROBE nn IN A CLASS I, GRO�JP D HAZARDOUS LOCATION. AEKNOW FD M t{J AND SENSOR WIRING MUST BE INSTALLED O WELLS Nt ONLY INSTALL THIS PRODUCT IN an WITHIN SEALED CONDUIT. WELLS WHERE PRELIMINARY TESTING HAS FAILURE TO COMPLY COULD RESULT IN DEATH, DETERMINED PRESENT VAPOR LEVELS TO BE SERIOUS PERSIONA';. INJURY, PROPERTY LOSS L0 AND EQUIF MENT DAMAGE. 6. ELECTRICAL RATING POWER INPUT - ACCEPTABLE FOR ITS USE, � CAP d RING KIT 120 VAC, 50/60 HZ, .Ie W WATTS MAXIML:M, CORD GRIP SEALS WEATHERPROOF JUNCTION BOX SEE NOTE 10 . SUPPLIED WITH SENSORS WITH 1/2 INCH NPT THDS 7. INCREASE THIS MINIMUM DIMENSION _J (16 CUBIC INCH MINIMUM) IF THE TANK, DIAMETER DOES NOT 1-FDR RISER CAP, 1-FOR J•-BOX -5 (2 WIRE) CABLE SUPPLIED MATCH THE PROBE LENGTH. EXAMPLE: A SEE NOTE ll WITH PROBE IMPROPER SYSTEM OPERATION COULD RESULT IN UNDETECTED POTENTIAL 7'6" DIA TANK WILL USE: AN 8' PROBE, P CORD GRIP SEALS ENVIRONMENTAL AND HEALTH HAZARDS THE EXTRA PROBE HEIGhT WILL RESIDE SUPPLIED WITH PROBE I CORD GRIP IF THE PROBE- OR SENSOR-TO-MON IN THE RISER PIPE WHICH MU5T BE 1-FOR RISER CAP SEAL FOR J-BOX / ITOR WIRE RUNS EXCEED 1000 FEET. 6" LONGER THAN THE 20" MIN IN ORDER i-FOR J-BOX SUPPLIED WITH RLINS OVER 1000 FEET ARE NOT UL TO PROVIDE ROOM. SENSOR ACCEPTED FOR THIS APPLICATION / z. GRADE F'nZBE- AND SENSOR-TO-MONITOR 8. SEE VEEI)ER-ROOT SITE PREPARATICN .X WIRE RUNS MUST NOT EXCEED 1000 FEET. AND INSTALLATION INSTRUCTIONS (MANUAL NUMBER 575013-522) FOR MORE. DETAILED INFORMATI0��1 ON TFiE I�ISTAI.LATION OF J BLACK - VAPOR (V) WHITE + RIGID CONDUIT I HIS PRODUC f. GREEN - 6 R 0 U N D (G) BLACK - WHITE - VATER <V — 2'-1/2' _ -SENS❑R(+) � - - - - - - - - - - - - 9. SEE VEEDER-ROOT INSTALLATION AND REDUCER SENSOR(-) SUMP SENSOR (-) r - SBF + , OPERATION INSTRUCTIONS (MANUAL HUM— SUMP SENSOR (+) SUBMERSIBLE I B _ I BER 576013-589) FOR MORE INFORMATION 20' MIN CONTAINMENT ON THE INSTALLATION OF THIS PROCUCT. ( I SEE NOTE 7 SUMP SENSOR SUMP I INTERS? Tl'Al_ SENSOR SEE NOTE 8 I -- _ I 10. THE TOP OF THE RISER PIPE MUST 9E THREADED TO ACCEPT .A 4x8 NPT CAP LEADER CABLE VAPOR SE NSGR (V) THEREEWILLNBE IENOUG AI CLESURE ARANCEBETWEEN O F INTERSTITIAL 9L'T1�EI�SI1$_��G I $ []R SENSCIR _mow I THE TOP OF THE INSi�kLLED RISER CAP AND SENSOR I I MANHOLE COVER TO A-..LOW ROOM FOR THE SUMP SENSOR _(+) TWO-WIRE PROBE CABLE TO PROTRUDE FROM :.�. —. TER RINO _." -- PROBE 7A.P.1, •;, TIE CA INSTALL A STANDARD ADAP NG�, SERS 1R I AND RISER CAP ON THE RIS_:hi.. i{{i::::•} z:}iL. - - - - - - - -. - - - - .- - ..7 ^��``•'•• PIPE SCHEDULE EIO SEE NOTE 8 THE AP SHOULD BE A LOCKING CAP '"-- =� ra - CAUTION: IT IS CRITI^AL THAT YOU IDENTIFY AND NOTEt C ;.: y.,.:,a ar.' ,�_.. WARNING: EXPLOSION COULD OCCUR IF OTHER � 'EVERTITC OR EGUIVA°_ENT WITH A STAN^ARD Le WIRES SHARE CONDUITS OR TROUGHS WIT'1 MAINTAIN THE RELATIONSHIP OF PROBE AND SENSOR LOCATIONS AND THEIR WIRES TO THEIR POSITIONS RING ADAPTER. THE CAP MUST BE DRILL FJ .. 'I = .. 21 OR 4' DIAMETER PROBE OR SENSOR WIRING. CONDUITS AND AND TAPPED TO RECEIVE THE FURNISHED CABLE' ON THE PROBE OR SENSOR CONNECTORS. FAILURE ,:. RISER DEPENDING LIN WIRING TROUGHS FROM TLS--350 PROBES AND GRIP. KITS CONSISTING' OF A 4-INCH CAP, TO DO SO COULD RESULT IN THE IMPROPER IDENTIFI- /AP2R SENSOR - _ =-i�=� TAF!` MANUFACTURER SENSORS MUST NOT CONTAIN ANY OTHER WIRES. CATION OF A LEAK LOCATION OR LEAK TYPE. APPENDIX �'OAPTEn RING AND PLUG FOR THE CAP ARE :r' AVAILABLE FROM SEEDER-ROOT. FOR EACH .... A PROVIDES A FORM TO RECORD THE COLOR CODING PROBE RISER ORDER ONE KIT NUMBER; SEE= !`.r7C 8 =• I :s:`_; fi 1=`_-_ . Imo—►ice: ,x_. : •� -- TO MAINTAIN INTRINSIC SAFETY, :{- PROBE 11D OR LABELING METHOD USED TO IDENTIFY THE WIRING ' SEN ,OR WIRING MUST BE INSTALLED WIIIIIN • 312020-•952 CAPACI ANCE be A�A.GN . SEALED CONDUIT. PROBE AND SENSOR SCHEME, `1 , f _;: :F= s --� —J -•--� STRUCTIVB PrtOBES. _ WIRING MUST NOT BE ROUTED IN THE SAME �� CONDUIT AS ANY DIETER WIRING. IFA WI►tINt7 11. WEATHERPROOF J'_INCTION BOY WITH 1/2 TROUGH sS USED FOR PROBE AND SENSOR INCH NPT THOS (15 zUBIC INCH MINIMUM) WIRES, NO OTHER WRING CAN USE THE SEALOFFS MUST UE INSIAI_LED PER NFPA SPEC. 3cX. �_F SAME TROUGH. KEEP PROBE. AND SENSOR WIRES SEPARATED F IOM ALL OTHER WIRING. Wn CAUTION: IMPROPER SYSTEM OPERATION WILL : . .. RESULT IF PROBE AND SENSOR WIRING FROM - - <-_........ SSP -. _.._.. - - :===-1- . _:• :.,_ . .. _• _. �. .; =r :.._.... L 3 MONITORS SII >l E ' SEPARATE 1 S 5G MOF T RS ARE THE SAM - -" '"� "- '� - CONDUIT, DO NOT RUN PROBE AND SENSOR WIRING ��'� FROM SEPARATE TLS-350 SYSTEMS IN THE SAME. g�T KWER CONDUIT. INTERSY1TIALNOTE: WIRING FROM SEPARATE ''LS PROBES AND TLS SENSUP 6SENSOnS MAY BE RUN IH 111E SAMC CONVUHS Off TROOGHS SEE HUTE 0 PROVIDINO THEY ARE POWERED BY TIIE SAME '10HITOR. FAC*JTY MAA3EF4 PRCIV.CT"4134 "ACIFIC SST 95.001�V 3p9Ip _d� ,J!JI 0 199`. MICROFILMr.0 I � Illlllllill I Bill I Ilill � l IIIl1I DTII 111111 I Dill I H ITT 111111il I V III II ! 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TS3"C1 X .120 WALL TUBE 3 ROOF SECTION ' �— #20 GA. 3" RIB "8" PANEL *� D+ — PRE—PAINI SS2 WHITE B1 St_ EXTERIOR PANELS �— + TA li 51. ` V� A -- 2 ASA L�_ S F C 1 I 0 I've TSKY --� ..►�v —.— :— ..�--. '� /� l ERI..D BwTON CAN01"ES AND 3'.":l:'!NGS 5LIPOATE' OJ/t0/95 -- — - o SUM A 2345 N. ROSS PpR'J1N'J.03 07 _5M,Ep BY' _ "� PHCNE c:1� - - - -4 --- �.�w�.wz-...www '+.rsw mnv+�ur,wmn•w-. -.+m•.mN+nrti+�wwwnawe+s.v ,+w.rrvar�.."v.�ru.rs.-.rrn,.. �Il lr\UD\N''�/ltA\it.79/\lll9�-Ol fiCV, r ,�rJ ',��'•n+.r:n..'vlla we'c iV O�'rRIG`i! r .awrrn.o...rw.aw+wn+v.+v+s.v�w+.�l.•�rr"..nnvswui ww"'rr..�r TMn+.ww.-Mrrr:,-i.,�wresw." ��II�MM"+rnan�m'e r:sn. • (5p t)(503) 2L8- '647 _dll 1 .0 r rl, nylhese d,c*,nys ll.e prup" ly ul +uy cker Cmnp"n, a "o ,c: r+1011� /•e .�rr l'�"n`:a PACIFIC HVV/Y 13970 SIT W0017 81,1 95-0247 20 OF 34 —_ _— — --- --- J U L 0 6 1995 MICROFILMED i 11111 IIII ; II iiijill III1111 1 n*,z- Cd.AN 4MADE IN CHINA IN I ..""�".+`""�.w...rw'..... ..�,�... ,.. •."gym.. - ....w..�........wv.....�n..r+..:..+r........«�n.,...+sr,r�...«... ..» ..r...YWYI.r.�...wa_.._w�.•+rW.YWi�JY+a r.w.r.r , 14 A30' 80, #20 GA. 3"H!.-Rif, 90,1E Oi CK 01HER SIhE ! ►1';`#14 TSF 048" . FLEV zVARIF.S W/ SLOP. � ! I ' 1 112" 1/ 4'-10' 10" V-6` 11' 3 -3` r III II -_ X _ ._._. .. - — . 9 . /1' lY 5/8`e A-307 NS &FS ' I i b .� 7c►I b. ,� o� , 1v Lr r--- t 1 1 i It' '^ io co a) a is 9'-10 1/2` ., 9 3 x ? x 3/16 1 I e,�/ 6 I 1.-- � - q'_r -- ---� (�! OPP'oSITE SIo1 1 T 0 P OF S(.A B PL x 3/8 W/ EL. 0� ;2! 2"0 A.B. 3/16 3/16 b I p ; :r' 1 1 1'-0" 'SID GRADE BY C.C. ALL AROUND TYP r FOOTING (TYP.ALL LOCATIONS) i 1 1/24 A.B. GAGE LINE I 4`I '� ' /Y A B. CA-'E LINE v � 4 Cn i I a ° d a c d II 4 -3` A li b' 3,4 -4 CONNECTION DETAIL �I li � 62 - __ � i I I •.l I 'b — 131 t � ' pni os Z I I I I I ev 15 '0 %3* w/ P; 3/8' z 3' z 9' � I 1 6` I W/ (2) 1/2'0 x 1?' ANCHOR 80115 I I ; t>o r 1 �___— y -- - ---- -- ---- - - � _ _ -- - - -- --- ---_-- -- - O F FINISHED �I --- -- -- ---------- - _ - —_. I a " --- -- --- BLDG_F ILOOR I I � b b 3 Cn 3/16" -� to - o cc 1 1/2" 1/ -- _- 8'-10 1/2" -�_. _.._ ___. -.-_-----� 3'-7 1 2" 19" 5'-9' 4 1 If, 1 ?• - - TOP OF FOOTINGS -- —— - - ..........................:...�+.....,�.........................+ G ..........,J......lnf... u.. e".u.i�.1 '........" d —�-- — ;-- FOUNDATION PLAN 5asi.[TA..a.t MAY/W:Mft.MRl w J.a...r..:..'m¢.1�'..W.[/1Ra✓i"e•e 4."f/l!R^i I GENERAL SPECIE!CATIONS FOR STEEL STRUCTURES 3• MIN. CODES: -T - --- - ^ - (a Uniform Building Code - 1991 Edition. (b Oregon Structural Specialty Code and Fire and Life Safety Code (Oregon locations only). (c Specification for the Design of Cold-Formed Steel Structural +.'embers - A!S' - latest Edition. -00TIN G SECTION (d) Local and Municipal codes as opplicabie. �/ J APPLIED LOADS: (Unless otherwise specified on the plans). \� 8 (a Roo' ..... .. .........25 psf minimum snow load.L (b� Wind.,(+) Horizontal...80 mph exposure 8, s esmic tone 3 (UBC '(jb'e 13-f) EL. 0'-0" (2) Uplift.......per UBC Section 2311(;,). TOP FINISH BLDG. FLOOR --- _ FOUNDATIONS: (c) Designs ore prepared for soil with properties as follows: --- - (1) Basic allowable bearing value of 2,000 ps: with increases Der UBC Table 29-8. r (2) Allowable !ateral design pressure of 100 psf per foot of depth. (b) All footings to be poured against undisturbed soil unless otherwise specified. N I CONCRE'E: I I 1'l (a) f'c - 2,500 psi 0 28 days (5 sacks cement minimum per cubic yord). I I (b Reinforcing Steel - ASTM A615 Grade 60 deformed bars, F(y) = 60,000 psi. i- --i C 5x9 STOOL HOT-ROLLED STRUCTURAL STEEL: a (a) Shapes and Plotes..ASTM A36,.......,,..F(y) 36,000 psi, t Y 9+3 ANCHOR BONS �_— _ ___..___.. i _._.`.'_�/ � (b) Tubing.......... .ASTM A500 Grade 8. F(y) = 46,000 psi. I (c) Pipe Co!Umr s.......ASTM A53 Grade B_J(y) = 35,000 psi. COLD-ROLLED SHEET STEEL: ( L11411, I �; '-- a) Gnlvanited...............ASTM A446 Grade VF(y) = 40,000. _j _I ! I--:; 11-V 1-` I I------ - Q I— I I—I I ('_I 1 _ (b) High Strength Low Alloy..ASitA A606 Type 4.,.F(Y) - 40,000. c) Galvanized coating.,,....ASTM A525 Wall and roof panels rolled in various widths with 3" interlock;na seam (typical unless solea). d a a III I=' 11-—1 I I—-1 I I I =1 I F1I S i 1=I11 _ CONNECTIONS: �' '=1 11=I 11—I I 1 1 1 1 (a) Structural bolls: 4 t`�_ - - Si Wo ASTM A-307, F(t) = 120,000 psi, F(y) = 92,000 psi (typical unless noted). (2) 1/2"o and smoller ASTM A-307, F(t) = 60,000 psi. (b) Anchor bolls - ASI'M A-36 cr stronger. ° a Q Ll—I —i 1 —1 d d _-I I -�1 11-1 1 I--I i -i I I (c) Welding' r 1 �- d �� (1) F�l,e. -we'd sire is equal to thickness of 1h:nner port joined (unless noted). �� *•r -+� a r - -- - - 1 d '�-? _ — - - —- I I _— I i t P'l CWT. .fit �= r �. f `nom - 1�- I I — I I I^_1 l 1'1 (2� Shop welds shielded arc type with E70 electrodes. ` I -11 ___-1 1- - —� I `� I I--- 1 I yl I I (3 Field weds shielded arc type with E60 electrodes, �� F� NDA"��. � �"*t^�'S "� G I �1.1 -1 ARC CC;P1_�' -LQ S �'_f'1CRA DAM -Oe �-- 1- BECKER f5 BAR ® 'OP & OOTTOM �I� � REPRESENTArNE _ �1 r - ...��.�...n ....�.m. .,",a, .. . "�.� HOLUM .....- F TI G SECTION -----`— _ _�_ _ --------- D AWN Pr 3 00 N ON ALOTSKY -� or—iii � 33 E:0C K 5, th & POWEL� STOOL �OOTIN G SECTION reu.s+�u,...e.as,.+♦c.s:-..oi.rmcao.r.awan ee«rrnev�.rsa� _ —_ --- -- . 82 ;vGin'i r 9r PORT A, 1 ,'R ...._ _�....,_.__._..,� ...s,._ __ - --.�..aT�-.®.....,:��..•_�_:�Wr.�a:..® ---- -�._—_A� PEYTON CA's '-1 ..S AN tl. MAST UPDATE- 03/01/95 - ` + J0 -0 .rn.�.w. CH ATEA 03/01/95 AX a Nj FILE.N\fAD\MP\rLYA\11391\11394-81 7 7SCRIPT�ON: COr'YPrGHT UATE i503� . 8-53, 1,4 MUPr -X247 '..�r'"e�s.wr .,...._....».-.....,,........��.w...+.r,n..r•,�.,r.+++,•..n....,...._•..w..w,.�.w..w .... ....-»,–+we.w� ..wwrrwcwwwww..rewo•'..,.wwsrw.-say-arw.r..w.r�..w,w.s.n.-• 21 OF 3.4 -- iheee dro—i92 are the property of Roy f Ueci.er Company and are not to be reoroduced in any manner, e.cept w lh the pe-,".1j.0" of •may � Dec.er Co,npomy 'All- 0 MICROFILMED 111111 ! I � III III• � III 11111111 IllllI VIII I I + III I ( 1 11111 Jill 11111i IIIIIIf 1 11111111 1 1`1BFR- I W/1� 4MADE IN CHINA IN 1 1 1 i I I I 1 2 81 f 0 5',IP V-3' 1'-3' 1'-3' "�1'-5 7/16';;, 3'-0`1/$" " V-5 716' SMEAR WALL LrJ. _... - -= - —. C6d 2 =td C698 2 C6x8.2 10'-0' 10'LA -7 - -�r � I U1 -.�_--�_ --- _.�._-...-_--1-- __ B4it I I eL-A I I --t — s I I f 15 i 6 j :� 3 SIM. �.' \Q, c b+ _ �FI— I •I e.62 I 92 I I I ; LH H B-8 % i 3'' D.S. ,\ =STU �W)�15CO - --- C642 — –'` C6x9,2 __.may—._._..—. • _ -._- -_ ----_— — - - 1----�---. r- _-T __ _ ! 3 1--5/a 1'-51 1 -5/a 1 –5,4 1 2" 3-0 1/16" 2"I 5 3" 1 -4 1_4 1 ;4 1'-4- 1 -4 3' 1'-0' I 1 4 1 –4 1 –4 1 -4 1'-4 1'-4 1'-3 1'-3" 1'-3 1'-3 1'-3 V-3 I 9'-0" SHEAR WALL 3'-9" SHEAR WALL ' 6'-3" SHEAR WALL LJ –� , 16GA. GALV. CHANNEL TYP. I N 1 EGA SkV. CHANNEL TYP. BI N I SHEAR WALL SHEAR WAIL UOR PI-AN r- �t j UI ICL E!OVATION RESTROOM ELEVAI �ON 81 20'-6' 101-9, -41 I -6' TY—— ————— — T ----�—T-— — -- - -T - - - - - -F- - - - -I- - -- -r— ———T — _ - -i ,� - - - - - -- - -T- -- - r- ---i -- - ,— - - - -r--- ! I I ! I I I I I I I I I I N ! I I I I I I �, I �— I I I I I I I I I I I �•� -- -�---_ 1----L - - - -I - - - �. _-- -- -----r-__+;�-- -I–L-- —--�•+--- -�--I- r r --i --L--�-- `- -1---- �-----I- ----I=- ---�--_ _ —�. -�--- ,--�- ,--- •�- r--1-,----�--I---�•, T-- -1---- ----� =- �, I -- - -- -- -- -- --- ! ! I I I I I ! OLD ! r ! I ' ' I •o. t l . I i I I'-5 7 1ir 3'-0 1 lir 1' 5 7 16' 1'-3" 1'-3" 1'-3" 5" 3'-9" 4" 1'-4" 1'-4" V-4" V 4" 5" �, 3" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" V-4" 1'-6" 3" 1'-0" 1'-4" 1'-4" 1'-4" 1'-4" 1' 4" V-4" 3"i'-3' 1'-3" 1'-3" 3"1'-3" 1'-3' 1'-3' 1'-3' ''-3" TS 3 x 2 x .12 �16GA GALV CHANNEL TYP 16GA GALV CHANNEL TY 116CA. GALV, CHANNEL TYP. 116CA. GALV. CHANNEL TYP. #16GA. GALV. CHANNEL TYP. _ 16CA. GALV. CHANNEL IYP. 16 A V. CHANNEL r r SHEAR WALL n SHEAR WALL SHEAR WALL I U— —: -L_ S_ T 1• _ M is T T T T T T T'] T T LT T T � T SHEAR WA_L T I T �.� ALL EOIONDATIONS, UNION W DIV'l, / ARE CORRECT, .AS PER SUPPLIED GRA^E - DATEC 2 FRONT ELEVATION 3 RIGHT ELEVATION (LEFT SIM,) 4 BACK ��CATION `\� 6ECi�ER A SE mai +.Mir...,.. w�...•.se"............�.sw••i7�r _ - _...�....._.. . -.---_ -� - ---- - --- ---- A'- 0 7 S K Y /,.,-•,t, .,... _ ]EA LYfNvE I R.�...- .. _ a. _ 57 tH & it C'IYEL'_ . . PORTLANO,CR __ _-- -- ---_ - -- ---____-- PEY0N CANOE"ES AND BU'ILCINGS 1• 'XE 1925 PAr Ich F�/VY . 13970 usr UPDATE• W/2o/�s -- -- - 5�I rel A! �'�-95 _� 2345 N. ROSS PQR?t�vD. :? 97227 CH CKL� E3�'. PHONE AY B� ••• YT 4` �>f)�7 BUP 95 0247 CREATED 07/15/95 + t 4 ?�G►F y4 FILE H.\CM\�rLYA\w94\i 134-93 `?LV. Dr.SC R t-I IUN. ti', (5031 2AN-5341 �5 0-!64 2 T •_.•ru-r_,...+..»wy...,,..�-awr•.n.rOrw"•r.r...v.wwwr..aw�r.rt....�"u_nMr.+fw.•...wc.M«...•wxw...rr.........r,...,...+...-..r,ww.• 01�I�Iw�L. _..___.. "�—+1_' ' gest oro"nqs ore the proprrt) ,r Hoy f decwrr C;—pony 0"0 are not 'o be reprubu[cn u��r �+,! et..q a hr 1"e pe ��fe�+ o' -ay r deur JUL0F1995 M I C RO L d-AlED � � iII � I I � III I ILII I IIIIIII VIII I VIII I VIII I VIII I VIII I IIIIIIIlI VIII IIIII � II 1 Rm- (Lt a 4MADE IN CHINA IN > I > 7 I I I i 6 1/4" _ 4 }/a %101 Lv \ / ! \ F�JISHINC 124 GA.^,A1.V. CONT.-v f I .I J I I ACM CHEVRON OFF-WHITE FASCIA PANEL I \ 1 j ' i r Ln r 4o !1 _ '�� to FLASHING #24 GA.GALV. CONT, - - i / 18 CA. GALV, SM ZEE" 4CY CHE1'RON CFF-W IE i�— ->- - — / � ,�• BRACKETS 048" 0/C do ;I to FASCIA PANEL N. -- �= - -— -- I ACM CHEVRON OFF-WHITE I - —�` FASCIA PANEL I �� - - II +�- FLASHING 14 GA.GALV. CONT. \ 1,8 GA. GALV. SM ! FLASHING 124 aGALV. CONT. I _ --- - - — - _ ;J \ ` - ;i - `� , ZEE BRACKETS / 'I 4, \ ((� 48 0/C I — 18 GA„GALV.A I 12 #20GA.SS2 3"-HI ROOF PNL�, BRACKETS/048 I I � �`�1/4 POGA.SS2 3”-HI ROOF PNL^ ------ ` '8 �A ;ALV SW --- / #20GA.SS2 3"-HI ROOF PNL •-I �--- — _---_ _ ' --- E -9,a;KETS 48" 0/C _ I I ( I — - — ---� C6x9 ROOF 0",'K SUPPORT —'-T 12 C6x9 ROOF DECK SUPPORT / % 11/4 h �2UGA. SS2 CUTTER f \ /W.T.END BOTH SIDE 2" 2 3/ ` 1_1/4`tc pee GA. cow soFFIT � ; _-_- _ _-- — NN • ,: " i W/w.T.END2BOTH SDE 3" 2" 2 3/4* �t 1 4 ! 6 1 " / 20 GACOW SOFFIT / r TS 3"x3'x 1/8"'-, . 3' OR #20 GA.GALV.WALL PNL /4 I i IS 3"xYxl 8" OR #20 GA.GALV.WALL PNL,' \ I I , ACM CHEVRON OFF-WHITE I _ FASCIA PANEL I 18 GA. GALV. SSI b i ZEE"-BRACKET'S / u u u / ® 48 0/ - TS 3 3 x 1/8 I I / i OR #20 A.GALV.WALL PNI_ . i I IS 3'x3"xl 8". I I ! I �� R #20 GA.CALV.WALL NL M I 3x2 SM. DOWNSPOUT , , ; \ I #20 A. COW SOFFIT--/ \-10P;-CHEVRON SOFFIT TRIM/ i �—Y I I / F \ #20 GA. C W SOFFIT I 1 1/40 . 3 1/4" � � I 3,1 ! T&-- - - F.F 1 18GA. GALV. CHANNEL #18GA.GALV. CHANNEL � I ti WALL SECTION WALL SECTION Ay Lia y ALL FOUNDATiC`S, �.�1+A?'Otif` A'�, Di4tEyS .\S CORRECT, AS 013 SLI ` � GW! P„',t GATED: ZZ ER DR �� ESENTA"YE: . - DRAW — +; _ -- ALTOTSKY —• NG A 113 "IEEIC .8„1.n R 5,th POWELL 9L),'Er��wt.r-�IE�� :�ypCRTL�IMO,OR PMON CANO�'IES AND SJt1LD'NGS SCE 1925 usi OWE' 03/08/052345 N RO`.S PORTLAND, OR 97-'' , SUB AL ,. os-0�-9 c .. �._u Ei7 PHONE •�� PAC11 IC HVyy CREATED 03/07/15 .r,.a ,,,, a7I �+anr0 • ewekere .e•nrk• M+...r+..«•.c...e ..... .+ -.. .. . - , (503) 88-534lF N.\ \N1�Y�\ttSg1\I1y1- REV. 1�51l� >�ION. Swp Z3 OF 34 y, o-e lr,e woue,ty of Ruy F Decker Cu,,,yany ,no are not ':. --•-- -rc---- - - ... ._ .w..n.rr..-•.. to be rep,0juced :n uor n,ur�ner, e.r..,' .ln Ine pe.•• ," u� '+ov ,1 IJ l_ iJ I; 199 MICROFILMED illllllllllli i VIII I I + VIII V III I V III I VIII I Illll I illll I ill � lll I I � I � I IIIIIII 1 FLm— GL� 4MADE Ifo CHINA IN I ..j 9'-4" 49-4� 37. 016 RA 'S �r ILS—__r r r r Tr r r 1 r r r r r t ► ! r r r r . 1 1 - I GUrIEk O A.I. 622" + 5 LAPS - 62/+ - I 4' GI 194" G2 193" G3 -----._..__- I ..-"....raq,Vr_T_rt.-;-•ss.. +_.... _ /^.. ..... .w4 - ---. .- —4 --y— ITTP � -.... ..._..-..,e-._...�,r...e.. .... ",..a..., ,t--,--•-- .r -z. •_,., ....,. _ . ... . . ______.__--__-- -.__ _.____._.__.._ _. .. _.._.._r _ -. ___ (4) 5/8ui Y, 1 3/4" LC. BOLTS � � , - -- ..__..- .... ___ I•I ? EAM PUI�LIPJ CC'�NECI ON I (III. O8 7.18 " it /I ) ER R / J H0!. I 81 W14 >< 34 j t I TYP.>-3 1 STIFFENERS 6 1� ; �- 1/411 PIAIE N I I !I 14 z 26 �._� . l -�__ ; / PLII I f .. . . l 50 43" lay RIS ROOF DECK I� _ I I 1 1p a-A� PTU CO> . ! 7P55 ,.� I� F 116 GA. COMP LC. �`p a ,,aFIASH!tii, III s' I D ,�.. " .;K . t � •/ + �•. + ,I ; , — C1 T.S. 10 x 1011 1/4 C1 T.S. td'x 10•r. I/4' W/a S. l' r TV it P50 HANGINC ROOF CLIP - � - / - ---= ---J4- .. ..1 `�` � - -. w i — — — — — —1 .. - as-ai.-...+•y...-.r:— — ..+-+.. --.... --_s' s-+- '•.ly;err—. — - - -- - - - - --- - — ' n .- ' I O 1 FIELD TONG �g ,1` Fi 4L• -" j-~, 11 I \ rr LIP DOWN M OUTLET W/3 o D.S. IEALER ; 1 \- D.S. LEADER WjCOVER 2._0• I ! - i; �; I a 1 r• cn 1 I v co 1 P! V114 x 26 7P50ROOF CLIP I I I I 3/16" H.R. PLATE,2 LONG ��- #16 GA. COMP. FLG. 1 I I ZINC PLATED W/ 1/2 BOLT-SAE 2 AT 1/4 POINTS OF SPAN (TYP) l I I Ir� lif Vo A.B.S.. D.S. BEAM - """�.. '' ; BEAM FLANGE / F. l '� 1 CANOPY SECTION A-A , �. " " — 1► I I. C1 T.S. 10 x 10 x 1/4' C1 T.S. l II - _ N i I #16 CA. COMP. FLG. ROOF SHEET Z 7P55-COMPRESSION FLM,'GE „) 014 SELF TAP SCREWS I II1 - SUPPORT. 16 GALVANIZED P1 W14 x 26 VARIABLE W f NEOPRENE IhASHERS (#275), SI!1CH ALL RIBS 4, 48" O.C. STEEL STRAP 1-1/2"M".FASTEN TO BEAM & ROOF .r I I It. I Ij' II I p TYPE 7PBRIB W/(6) 1/4" SCREWS )I I I b SEE PLAN FOR LOCATION. J 1 I I I f w it STANDARD ROOF PANELS --- .. _ - - - --- - --- --- -- - - -- ---- --_- - --- - - TYPE 7PA _ 9 1/2" LC (OFF WHITE) x-28 3/4" F2 (BLUE) 145 1/4" r3 (BLUE) 121 5/8" F4 (CLUE) 121 5/8" F4 ;BLUE) 145 1/4' F3 ;9,.E) 28 3/4" F2 (61.='� �- 9 1g LC (CFF I If ROOF PLAN STRUCTURAL NOTES 1. CODE U.B.C. --91 i 2. ROOF SNOW LOAD --25 P.S.F. t i 3. WIND --80 M.D.H., EXPOSURE B + P 4. SEISMIC--3 5. HOT ROLLED STEEL SHAPES do PLATE--ASTM A36, FY=36KSI 9 1/2" 2'-4 3/4" 12'-1 1 4` - _ 10'-1 5/8' 10'-7 5/8' _ _ 12'-' �,/a'— /4' 9 1/2' I 6. STRUCTURAL TUBING--ASTM A500 GRADE B, Fy=46KS1 _ — _ 1. ALI STRUCTURAL STEEL 10 BE RED PRIME PAINTED I i 8. COLD ROLLED STEEL SHEET, GALVANIZED--ASTM A446, GRADE C, { TOP GF LOAD. ISILA U FY=40KSI Q © YARD HOOKUP 9. ANCHOR BOLTS--ASTM 449 THREADED RODS F - I + I 1. � VERIFY Y- 81 ks' —' BY GEN. CONTRACTOR 10. WELDS-470 ELECTRODES-ALL WELDS BY CERTIFIED WELDERS M r II ! E DS. EXIT TOWARD STREET 11, BOLTS--ASTM A307 UNLESS NOTED. _ 12. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND .--b---�- , v -�� CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR d xF TO START OF WORT'. ALL WORK TO BE IN ACCORDANCE WITH Aft RT.FASCIA--J \ ''-6" SLUE FASCIA I I I APPLICABLE CODES AND STANDARDS. 3 6 ,#20 GAGE PREPAINTED , II \ OFF WHITE (RFB.ITEM #843) SE3 EMBOSSED WHITE 3" HI-RIB I I e\ A ce ROOF DECK c G II v a RE ¢ C1 T.S. 10"z 10"x 1/4" W/D.S. Cl T.S. 107x 10'x 1/4' W/D.S. I I I N Iii •� d v 1 I I ' SQUARE I v d NA I I 3"4 SCHEDULE 40 DOWNSPOUT TURAL SOL, I I I FROST LINE � a � o - --fir COMPACTED �R 907•—�� I Tom^ r� l � , C1 1 2 1/4% 6 INSPECTION SLOTS EL, C I I 1 '-X01--- - :z--- d a __ __- .r,,,;: I I LL. i W/ COVERS (WIRING BY OTHEIZS) 1 ' --, "— — — — -- — _ _ - TOP of ISLAND ---- ' —_ I TGr CF FOOiIG �- d — -- — -I I I I I ``I Y r- --- EL vER1FY J I d ;, I —11111 I ELEV. I d I / TOP OF ISLAND BASE PLATE1 �, I / q ----I - ® ® - �'Q v�oNo pL 18"r , � ""` � `J �c I IN4 /� I �' v ; _ I I ; GROUT BY C.C. fi �\ / � I N01E: ALL CONCRETE, DOWNSPOUT ASTM-A-36 [1-3661 I d 2'-4 -31 BA's b) RA'S ; �) I _ AFTER COLUMN ERECTION I 1 S�o� I I � In/4' x 4" x 1,/2 I 4 d I d I � ';( I I I I Cn HOOK UP AND ELECTRICAL BY OTHERS a'A'E 'HASHER I vd I - I X I I I I _ _a -- - - - - - - -- - - - - - - - �'SIllir" t �� - .. ._ v L- 4 REBAR @ 12" ` c I h AND � I d 3 EA. FACE TYPICAL I I � � 0�� 5, EIL,JA.� � D - I e d �. , ) ® r ® - \ AR;. , AS PER SU, PJE, v v I #3 TIES TYPICAL — — — I \ --� I- - - - - - - - - - - - - - - ® �' �� N '\ - MnD:. --- � ` -- - - - - - - - - - - - - � � _ T -__ CANOPY ELEVATION to -�-- -- — a �;; -- r OP OF ISUND e TOP OF ISLAND ELEv. R K?'' •.�'" . n ELEV, D.S. . 1 I I r- ---- -^^-- 3-6" SQUARE ` POUR ALL FOOTINGS ^--J I' DRAw', .�Y �,F'.°'ti 'jr AGAINST UNDISTURBED SOIL g 13970 S.W. .1a1-1` y FOOTING SECTION _ - - ENCINFD BY: TIGARO, :'Q. PACIFIC HWY - 13970 — FOOTING PLAN UPDATE- ___ CANOPIES AND BUILDINGS SINCE 14^5 IT 95-0017 BLIP 95.0247 UST UPOAiE' 0!/11/95� _ __ _ 234.5 W. ROSS PORTLAND, O4 9?2:'- S cR�rr"Eti orjt�i+� - CHECKED BY: • FT 24 OF 34 _ —�_ _ PHONE FAX - rI�E 1,\up\Nlf\f1YA�'12W1\tms�ct - DESCKIPT'0�1: COPYRIGHT DATE: (503) 288-5341 (503) 260-16�? SHEET 017— REV. d �~ R R ` Thcfeu dre+vmpe ere lhu praperty of Ray F. Becker Company and ara not to be reproduced m any mannor,aaCopt with the uarmlyalo❑of Ray F. Bocaer Company. AIL 0G1995 MICROFILMED IIIIIII VIII I IIIIIII I � IIIII VIII I lIIII I VIII I I � III I VIII I tllllll I VIII Illlllt�!J 1 nm-- � 4 MADE IN CHINA IN I I �_ --,i► �� 3/4 31/2 '00, 7-7 18 GAI_V 0 � �� i I I 1• _' f { � 'I i ► I I C -41 x F,A-Ni, S� t i 3 x 1 x jj 12 GA. ' ' i t � I r � I ~�'f I ACM I rr, � �— C 3" X 1" X 12GA. L ' t 6 12 10 j g 1/8 �— L 2" X 2" X 12 GALV. X 39" _ L 2" X 2" X #12GA, H! FASCIA BRACKE'S @ 48' O.C., SECURED W/ #14 SCREWS. -- 1 S,CUR� W/ SCREWS. I — 3 SLOT HOLE 5/t5' X 1/2- So 2"3" HI—RIB ROOF DECK r y 111 3" SO GUTTER OUTLET "*1 � \ � "OFF—WHITE" ii SOFFIT/GUTTER 8"0 ST AX ESS ; ( 1 of P P RIVETS OrF WHITE SOFFIT ; ; \ •�=~4i ( I 1 1/4 8 514 . I I �p y C-7-1 (I—),\! 1/1 rr' �' YY.1t�YWYRiIY"rIY(IfrAal�l61►��[Kil.l�'P"ifslul�.�+:1fir.i.!u.6�iMolY.i{i•Dl4 �! .%lAISRI��[Mlri�l�lAl.HM�O/L.tII1RpYYMW4Wti�MLW.IIyY L Al/ C A I l OI I ON .J CJI .�._ r' — ----- DFir1'.A/N BY: AMIN 1 v . '� �-- �"r'i/1� � •��1�� `�- 'rT'`''• -Y_— '!'�` v~—,1` •1 y `\ 'I ,�N ,. /+r f�rinoi�ep �! _-__ _.-_. _-----_, __—� ��i�■s✓ �a�J "V �.�J(�:,lJu. ►.. ..J .Mr�FJ � _ f_ - LNGNELRD 9Y: C C�,'VOPIE:S AND 4925 _ 23;5 N. ROSS '0:�'.A\�, �� -'?Z^, ` PAGIF�% N'm l P95 47 ..��a (rn,`PHO!�EF,,, a ,...� ._.��,� i 139—f 0 LAST UPDATE 0.1/10/15 lvE F', T,F—CMiT 11 `�5 CHt_:Ke:L` DY; — g1T �JrJ nn17 B� 02 MATED: 02/16/15 �nwq!GFfT DA's— k ^ ^ '^ w OO —REV. C SCRIPTION:.. ...._._., • OF 34 ...... .� MICRORI.MMED III 11111II111 11 1111 1111111 IIID 111111 IIID 11111111 IIIII ' I 11111111 Jill 11111 ) 1 FtWJt— GLABB I 4MADE IN CHINA IN 111 . r r / ' Project Infor- matiorl - Drawings� Index, of F_ rlo. reScrlptlot, Project Data Consultaritc Vicinity Map Site Drawings .. LSI 1 4 'K Al DAKUTA a m `- - " SURVEY PREP RE l NDRfN I K 5 i R aLT ve .a R: i �-1K�,� ! A � �• - � r ��► -, a � 1 � a�i�a�i� INFO, SN�FT INDE.� HICKMAN, WILLIAMS 4 .ASSOCIATES, INC swKN VI �Sy 6 A ;> sW rE--AME` ^~ TOPOGRAPNIG SITE SUR'/E1' X150 S.W. FIR LOOP, TIGARD, OREGON 91223SI a SW a1T iAR11 - C .1 a W 1r / PHONE ($03) 639 - 5436 wusiuYt �1E. ''� i -- r( w I1—W it w c'QF'G C I SITE ALAN ✓ �. i r r�N°• t lit GARD 1 ` -ft,, ' t' .F , at � � .. r`7 HALF STREcT IMPROVEMENTS 9.4N : .c• ST=_, ` _ / �, �p,N _ .;+ ( � - C3 GRADING PLAN ISSw Flu IVNN 51 -� J }• v CIVIL ENGINEER: tv �I Mfn sau s ""' � sY _ s~ PK r �' K--- C4 UTILITY PLAN ➢ i su ` 10NO � . '�';,. :<<' ° LI LANDSCAPE PLAN :�--INrtnfi ti p : IEI 15LAND, CANOPY AND BUILDING IMAGE "� �5 ,- I M c S{EG�T ✓Sr__ a r�' KI�� 1,`Jt; r SEE N N3 q ; CIK BERT 1, i f I q � W IKIr, 1( �) '` !i Y. \ a!r"Mcu r W � - � �• 4. W. =QC - A M KYr�-�� t r :(- ♦ r r ( '(Q1prv 3'�!3 a n If_�N lr,. ;Y t► y�'4�'. �..`.,k,� l _; . A4£"A•:MNM Tank Drawings p�:��\� ��sG\' �Fc�.P LAN"✓Sc� PE ARCHITECT- PAN ST / / $ A 4Y` i r CREGO's 15"2'4 �� ,�`3 sv.i''�P ; a i. • • i ,A, _�^sr rUrt,%� y, ,. •/ G lAIAIMw K rl Er a . � Y +y , $ TI TANKS AND PIPING P_AN s sY t.�rC o a r ..3 36 1 � ,s ��M�. A-� � tAIIYMYN.: �� *w 2 TANKS CETAIi S�-BEET �•: : .-�FJ •'.aX SY : ,�~ ulr N.-.! 1, \` � Sll EOGEH00[! VlSIA i y rin.aNlr tr NlllVl 57 T moi, T 1-- SI it,,n,un 1r t 3 NILIYI(Y i« t ' TMCDONALD I _ SW 11DD0, GAA 01F - T -- -t s �Rr4 TtTc-M-1 DAM I w A r N' sY>lruu ft EEIIDSE 44L9 T r < r 51u yl C Rf S RUCTURAL ENGINEER' • a l .y�SYS( �" 1 L PIWAIN IEY X� VIEW EAG �f `ssyy Y(!Y J3 ifs, d4 . •f `�5' efn U T► y� Q} SW nw ✓qr INE v A 5T 'A IYl A t MWNT �1 I vuclr .� sY YSNe K st i NIDI �'iw!" C(4 SW Fll _C g S �^ 11 A. A T i .y — t ' / I vlucNl 1� 117 i 10°00 N A N' )S FB Ls �cl w '< I ; W a!a' 1NRLTN �] SW Nl lu CI x Ut IM f1A @0 a /Q�' sY I KIN t o I Ef ski ttsl lr 0 5 : S A(I • d � J V ISI ..tiii3:� � �• 1 ^'7 Z Q II 'YOE: � '"IECHo1NICAL ! F L-LIMBING ENGINEER: � � rLLJ I =J 2 f 0- , . -- `:s .:2=., NORTH L h 200 SQ. FT, U ('0" tL W 2,2,4 FT ELECTf;OICrAL ENGINEER: T -� Project Review and Approvals J J r.� 1 665 SOL4QE =EE* 17-1,3 t ne Rezone No.: - 5 - -- - �� TANK CONSU_TANT: f z 1 C.U.P No.: -- --- --- - ---- --- — - - - - - --- - - Cane Drawings b Becker _..ti�SG:SPc ARcA: pY g �►' � , z U 2.020 SQLrGRP FEET (113%) ....--- - -- - -- — - - ---- --- W /Arldnce: r ; c I FOOTING AND E L EVA GN5 � o Arch. Revlew: r !-"5CIA 5EC,. I IONS I - 4 l•r o CC* -RLCTION CODE USE`'>: 0) �- ' IST ED'T'ONS Building Log No.: U .R< �sG REQU'RE?N,1ENTS: 2 - 1uG P• .1 � � , RRCVIDED: 3 Eng. File No.: - F. S'�RINKLERS: State �chwBy: SNE PROVIDED - Environ, HQa Ith: Slaneas = t _ Specificatrona Date _ •� Building Drawings by Becker 1 - 161 RC0F PL41 W/ SECT IONS -; s cz PCUNDATION PLAN W1 DETAIL5 v ,i � anst.ruc#ion Documents forty B, FLOGRPL4'� LJ/ "EL.EVATIONEd B4 aUALL SE�.T ON5 Chevron � =- CAIN PETROLEUM cw.,w(r� � ; •:IMS_ \ IW r I Y 264 PACIFIC AVE. It's FOREEST GROVE, OREGON 9EF V1•11�n F.cl�rry ►A,ME� Rr,Vised: CAIN �lkz-CT 6956 f'AGJF„1G iiw,r., 1ar,+jn �wst S. A5-0017 B;JP 95-0247 2,i r)F MICROFILMEUEU 1 F!M- (it” 4 MAGE IN CHINA IN I a .. .,. .-.... ..• -•----••o• OCKINOART L-VF. X o,•- IOLIN'Ll MONL:AIE'.N" .._ CtiCi11':I ,. ._� l_., _� ��1J �_T-1� _rr— r...' lJ _J � _ �J • CON1R X PI:rJ' R}j►'T_OF_NAY CE1:'i'ZL►.E +A t,I'R L'NE 'AS LINt, � 1: : 0 – c 1 1 1A ► UNDCRGROU►!.� C;�: TLL:P,1('NF ., _ i ') OT --.__._ OVERHEAD 1EL�NHa4E l'NE .- . , �� h �, � , I r TIGr�. 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V ",1 1T • ` /' '�b` '/ o :1:' r 9° / ; '� ,I r. :_.-I , ( k/ IfLCG.:O GEAR.NG01 TCH AND/OR OIS ANCF - - / L ISDN % r/ ; /7,. ii' 1�F' • r •• t .} �� / fr / ` C a, C/ . t '+ 1 -�l'1 %lIl ' ' M; .�:,,' Il, ` •�N' ,• � 1./ •✓' •, ' • �fl,l �•� --- — • Lan LARDNF 'J.•�+ii \ ti -�� w •.' r •� •./ w ' •ri:f4' •1{ 4 v •�� }G ,�y♦�� J ® 12' ROUND V.,L'Jt LID `I�.' .; 1�': �1� _�' ; �`• 7. ` . ' „ n`rG 0, !•%) ��+ R+ r 24" X 24" SOUkRE LID -� i v1,!'r �,, / 4•' r J: �.;•.� Jt ,' ,';� +.►� w: )tl �• FUEL PUMP PARKING RFA ;, ,,- ,; �ii''I( J 8•.� ,r.. ,- \' •� r•.:� .'.:..Vli. :. �J/. / . , 1 �� p•....\ �±. 11F r O L1GAtrII OVLL r ,—_•.fr' / ;'�• r, / //�� •.,.••. -, �1' it.i • / ` ~`. ~�..,�• , . t /I, KI •� ,t '• n••I� �1w 40..... s • ;1.5r ti AlV // \ / / / /t1 /� �y,,wl r .N: Y� ,.ti•.,,,, - �� '/Y / rF• /,//. X !' o / 1 ;. AC-SM � .••• � A • `y'� ( � f'•'{w•, l r,I,♦(( � � '} 1• ..!•' N ^�,• •rr�++�.ter 1 �'ti` 776..3' T,llo�•.• •`� ,. •t'•• �. i, * lB +' 0� �`"w.t"r��:. .:`""'✓�.lr �. ..V�'♦• •e. ., I \� / / ' / i, / ~ h LURb eP ..Q �i• Now", GRAPHIC i•--, •1r/.�1��,,��4'.•.v-� ,. .•- 'f: ' ,I1,��s ••-___ T• -11 L/1 1 1 ' 907 rII IA� eI �, �, �i� 1 4 / / / I �/� I 11 :4 TT t�3'n/•.•w'.,"'.{t R ••{',.L •�1' T „1r +w :l" ' GRtiP1�1C .-Cl1Lr 0 t0 70 40 No -___ LS ?,- TREES ( IN 2•EE'i ) _� ''---. / / 'rte►'' 89'28'50" F 80.47' ] inch = 20 ft. rT7.a7 F c 8950'58" E `-�� 80.47' J / WRR•lan Y._.... ,IW.-__ (7 .__. ._ -7 T777i 1.7. 6`L69 , �•{, 1 1 JI (.S :1181118 ,- \/ / / / %' /•i!. 1h/ p1R1y71Dr11rRe M ]re n 1 AC ,P ( ! 1 / • 277 7e � I rye 6eAC \ J • A�a�. �. � �p�.r �� SURVEYOR'S NJTES 7\ a� AC ~ stn R•vA(v[ 1' 4�✓ 1 i� �I 7—'–' `L - / –_,/ / �,A� -'`� , ,° ¢� r GRAV,7L. IIo PARKING AREA 1) ALL ELEVATIONS FOR THIS SURVEY ARE BASED UPON THE CITY OF TIGARD ELEVATION DATUM l.S'NC BENCHMARK / �/ I?•1 tpiro t.; atm coo 'oi'! #130 .4 BRASS CAP IN CONCRE i� CURB ON THE NORTHERLY EDGE OF Tht EI MER'S PANCAKE P4RKIN;, I / / I/ 1 776 M' IV, c / �� • IyIA•,D s T7 LOT ON SHE WEST ,,IDE OF PACIFIC HIGHWAY SOU TN WF"STERLY OF THIS SITE. ELEVATION FOR BENCHMARK 9130 IS 285.71 �a0 0 Ar CO CRETE-5LA8❑ / `�77 q�•'� 77*�, �'� I 2) ALL BEARINGS FOR THIS SURVEY ARE BASED UPON N 49'54'29" W BETWEEN THE SE CORNER OF SECTION 3 / / / / / / /� ° tip ►' '`""n �� n76 EXISTING AND IRON ROD IN'' A MONUMENT BOX AT THE INTERSECTION OF S.W. PACIFIC HWY AND S.W MCDONDA,D ST. PER I JJJ e•� /� + 277 WASHINGTON COUNTY SURVEY #23006. I �oceQct,. // e. BUILDING RAVELAf ' Nc l •+-6',6.62 Pitt, 4 �`` / Ncr� ^',s CO CRETE SLAB ;�W 1 C, al Q 41� °> � e3' oN°a 7».14 to� err. 7762 GRAVEL. n T-- 1 CONCRETE SLAB 11"27111.21111 I 9 v auUG W 17i7�COR e( R warp o, 77�,e1 ® 71.7. s �q Re•9w oo coa � 2n. ®�16'y0 ,7 cov ,7 un a uo �q1 6U 776.96 a vltK !— • Fuu PLANTER O 76 1 u.2,01) "' fi AC y sj � CONCRETE SLA I �N 89.28'30" W 28 ( ) O LS DITCH LINE . 76o.eo eo.yo . ae so 776 94 ° AP �• N 89'53'58" V! �c i OR,41' AP (P rtrp 9/6111 , G1Re 79.66 —'- • 716 Al47 Q CURB CUT -- 1 // i,• CURp- °° c . 776.94 oP-- - or l- CP ---_ __OP - oP - - - - ovss##�...--q1.: - f nP -`Ft ---'-SAT - -.- -"0 r ' --- - -- -- = y 'ot PP 1466 GUY N 89,53` 160.01' ' s \\ g -�' - -_ tae., 't- U 10, u� (N 89 28':10" w 160.00 R) 30 ! 78,.64 I \� /( r' 0 / / ; `N1 _ 60 V\w. . J._/J c _.� Jf--� __�_�� j - 0/4 � 3 17 N -- --- ---_- �.-...--- +et-.a—= �. -1►_�'—s ^M76 -- r�Noa'9�/e'ni L -- ''n /• w win I``MU��9r7 Oft.40 ti4 --w f67 — - ------- I •• w-- _,— .. ry _ .. _.tl_�effiAe-�R''--_ �I -- (1A1 --___._. _ 11 _ - — N ----- — -- w -- - w - • 7#17.7] A I ._.__..__-_ - w 710 It / -- _ . - 0. M w " __tee♦w _.._. __ N _.. �--J-Cl�cra.r�,11 ----------- ��' —_.._-- - w w 771151113 CUP'tv": TABLE 1 _ ( " - TF- _ T BEARING _ DELTA � RADIU5 LEND 1 TANGENT CHORD _ _ a•e L - - T--- -- ... --r-- T---- ,--r-- � 24:00__-- ----St,98' l . --- 4.99 -�27'S8 29 W 123'50,59WI NRSCROSS WALK ,,- - - - -- - --— - ----_ ----___--- --_._. _....._._ _. _.__._ 7 .O1- ___..__. _. yy .__._._.__._ .._.. - .-- --•--------- ----.--- -- - - � �1R i= RCC.ISTFRED / PROFESSIONAL /CJAND 5 V YOR _ / EcoIJ _�- REVISION;- –_ DESIGNED BY, TOPOGRAPHIC SITE SURVF � � DnTEI 6/12/94 JULY 14,197fil _ ._.-_ - - --- - -- SE 4 OF ECT10N 3 1 S RIW W to C A`r GARY W. HICKMAI'1 --N�r^ _--9Y-- -PPV. .. .. .�_._. . _.—..__. OATS I , " 1 / s r , Hl.K, I)R/1\dId AYr f;V191 C(;A [, 1 X20' CITY nP T1f:ARD WASIIINCTON CO'1NT'f, OREGON � h A��'�-; • , ', 1679 - -- _^ SC' S.W. R l OCTA, "1:4171.1 Fl % I xPIRFS 06 'IO/gri I – CNCCKF L BYI ML11 - -- - - FOR: PLANNING DESIGN GROUP, PORTI_AN0, OR , I i P — ► -----417'95-0() 'C1FIC Hw, ------- – --- II r1�N 1�•IG NL' 29408m.DWI 277'95-0()17UU 13970 OF 34 '95 0247 JUL i) G199b MICRORLMED IIlII � I VIII I VIII I I ( Ili � l VIII I IIII1 11 1 1 1 1 I1 1 16 Illi ! ! I 1 1 I VIII II ; I1 1I nm (;LABS I 4MADE IN CHINA IN 7 I �r GENERAL NOTES. KEYNOTES: 'Cw t; startin�o ,-.�netrv�;tion, the Contractor shell be 'es��ns ble to Ka►s sure that 411 required .._ - -- , q ption and - - C netruet : cldee 'C' as rtialtic r� ,_.r»�.e O p rr . rte• ' .,� r.' A�C� els lyre C"lrtr cotained. NO construction Or f.li7rlCAtlOrf --�--- :/4' mirus crueried rock bees -'rrit of GB % r-� ei �+ ,,, f- sea ?e -actor as received and throu hlya1 -MIT CALCULATION i.... property (Ines See drawlncl for c arif'cat o- W.. 'e% +e►-eo all ryjns ens Wither documents approved by all of ORIGINAL -"IE AREA:. 12A 40, 5:.2.'F T � Install new 6' conr_ret's artri,dzd c'06 C t t�w'�itt'rg a..t►1Car t es NEWC.-ITE .\RE-� !1,665 SG�,F' . ..., :J Pro/Ida 40E' watt, forward throw, metal nerd ''arit. e--#, TOTAL LAN03CAPE AREA: :,0:2+ 5.G2.,f.T. c 11.3go } pole per Gate' Conetr,,,ct rour,clet,Cr. Fro/ Ga torte. t aro---Pk ro..A• I rw !' shall � r�fpr111ed In accordance with these plans C4) Install new Air i water unit. +nd specificat!oms end the requiremomts and standards of the / oca' aoverntng ,luthcw'ty l 5) Paint 24' high lettere white Furnish and install bike rack, 'Peda!ar's Poet' Gr •_.o,,a' c ; =''te gradinq she', be performed In accordance with these plans / Life Enta•prieas, / � i +nd specifications. The contractor shall be responsible for removing S Q9° '58' E , 80.41- 53 Paint 4' wide colla white stripes i and replacing all sort, yleidinq, or unstable materials and replacing ' Pe-Int whit_ handicap aymbGl on blue baGKrro.ro �.'th sultab►e matsr'ials. Ail excavated or filled areas shall be 26 ,n c0^Cactecl to 9."% of modiried proctor maximum density per i 34 — _ '' g� � New contrera Blab. i !9 -'i' . T 10 New 38' x 53' canopy. a A3'"' gest D-155`-�3 i"lotsture content at time of pt/cement � � / 8 3 f ' � •, � ,rlaI! ect exceed :'• above nor 306 below optimum. R - _C W U ?mm° /rt. l Construct PC- curb not,in .lac) e4 i � i o r - L iocation or underground utilities ens facilities shown .� Q�' 6 1 i- 7 BIJLDIII t✓ P rhes I r .!• field / ' Q '� (1-' New i3 ' 3'-n' um islands e plans are b ed on surveys and local utlllty New water mete-5 for domestic end landscaping, Sae arse! C'.t B�raCER GO �a) Construct P.C.C. curb edge sidewalk per OpOT stancjerde -• 1z A•w4; ,rr .c wrrr• � 140-11" WiAf cmpeny records. 't shell be the contractor's full � n w 111 9111 � �• • '. �., . -eeponelblllty to contact the various utility companies to ! v f, U v wrs't: 1 �a / IA G '�/ v 19 Construct P.C.C. Curb adc!e sidewalk per city of Tigard etendarda. r Ovate theft raGi!Ities pr'Or to starting construction, NO �� r .' c, - -- add?tior+ai compensation shall be pall to the contractor for t8e New area catch reeln. fi 3? 6 r5b New area catch ba+�ln with maximum 1/2' spacing In grate. enrage and repair to these facllltles caused by his work ,.f'11�, �a /• ,��/ • torte. Paint tra rr!c arrows white. + 33 All dimensions a-id grades shown on the plans shall be ` 9 .',' ° 17 Provide wall mounted �tiandic3p sign. 9 verified by the contractor prior to construction, The ,te / R■3' I 18 New concrete filled pipe oottards. +, �\ contractor shall •+otl y t n owner or designer If ay dieCrapanclae �0. � 19 1 P exist prior to proceeding with construCtion for naceesery plan or grade changes. Construct P.C.C. curbed ramp - me. slope 1:12.II 16 / \ 3 I F- No extra Compensation shall be paid to t!'%-- contractor For a New double wall underground tar*h. Wat ho!e 'retaliation Is anticipated work to be redone due to dimensions or graeles shown R.8' / \ 49'-m� (� Rarer to tank manufacturer requiraments. / I n these plans If such notlrlcatle b has not eon giver. 26 Area of new lendecepi.19. Sae sheet LI° c, Incorrectly oI ?� Construct new P.C.C. curb t driveway ramp r In writing. _• X11 triIt ku � � � `�� 3 / G � 0 3► Oil water 90 stator. J III • 0 O p Lt ty vault co. �bC?0-CP5-RETRO. C7 �ne Contractor shell be responsible for providing adequate • � � •' � � safeguards, sarety devices, protective equipment, and sarety ah 2 \ 32 Emergency stop switch a 12'AFF, with ID. sign 4. i? 12 \ 31 m procedures and methods to protect the !ire, health and 33 10' x !' x 6' hl h c clone fences fresh enclosure with !! ht r . slats. Q w ' 0 9 y g ge'yees. UN safety of worker's, s��bCOntraGtor's, supplier's, and the REMOVE EXISTING DRIvEWA f � REPLACE WITH NEW SIDEWALK / ■ g m' . Ia 34 Provide pole mounted 'right turn only' sign. U public on all work related to this project. All work and PER ODOT STANDARDS �. ®� `lam / cn Q z R•20 safety procedures snai! be In full conformance with C15HA N 35 New ole sign, r -/' z O p g , per Chevron standards. O I o q requirsme„ts and the requirements of local governing / 36 New vont risers. (Min 5'to property ilne.J 1 Q �pE agencies. 2 4a 9 ' :; �.7, 3l Area of half street Improvements to have new asphalt inst11l!ed W � © \ �• �• y r 7,; as needed. Bland Into asphalt on street. Seal coat entire half street w/ approved sealer. A set of approved final site era building plans must oe on- ( ' ,✓f C / site at all times during the construction period, 10 .�!sW'� .r•'^,°•'�� (L _ 38 Area F p o ,r' r- 71 ' 0 o a o 6 dad Ic�i t ion. > UJ- N MI �. � '• 35 '/ �' 39 'II' accessible route connecting the accessible buildln tc the public b''� '� wa section 31mh l I ') 1 g -� I ( r'�'" b section 3103 (C)3b '. C ^•." s to _Crk aila:i GGr�Cr'n tC J.B.C. and City of Tigard ` � } g � / ' � 36 = y 0 co 3 2 z d . .� S. Sanitary sewer location based on Department of city works ' �� W as bunts and Is approximate. Contractor to veriry location. SIGNAL p 6 R■�4' I U POLE S U V u" R=25" r) C) �" I' •r / 6'-6 MIN. Z 9) 0 N ,y� + ► I�q�L 'r;/ W DRIVEWAY U .. I-- '. -'�►+''"�'r`7 '%% / /,;' PER CURRENT CITY OF `' ; , 38 ,3/4' • TIGARD STANDARDS SLG AE 0�:_iFT. • �� --- / R 2m \ \ \ -/',,' /' /;•i //•' 21 .J—�� 0 5URFACE CIF ------------- _Z 36 SIDEWALK PER% / / r' / r' / / . , . ,' '\` \,`• �' ;'\ \ !3 CURRENT ODOT •o STANDARDS I XP05URE (MIN.) / ~ % / ♦ / .•/ / / r'' f / % / / /` / ,' ♦' / .' / /' / .•/ ♦' / / / / ./ / / ♦ / % !' ' i / % / 5> '�./ Jr' `�`"""` ��. 9' TYPE VCURS ' 31 / / / / / r' / i / r' % / /' ! ! ! / f / / .•` / i ! r' ! / / 0 L./ C U f� ylJ J I r A I ~I i i . / , / / / ,� / / i .f / / / / / / / / / / / / / i / . % .• / ' NOT TO5CALE 0 31 / / ♦J / % / / r / / / / :` / / / / r' ,/ / f .% / / !' % ./ ! j / r' / i ! /` f ♦'' ,% /' / ♦ / (SEE PLAN FOR LO(. A IUN) '_- / % / / f / / - ! •' / / r' / / ./ / % ./ / ,'I /' •`,i♦' DON f`tLi.✓ !�J i ' / r` % i / / r' / r' / f r' ♦ / / / ;' ;' /" r` / l' I Q Ile t i.. L <-7, a � qF "W 63569P+A SITE E ��. :SCALE I'■10 -0' 4 %- ^ �. SAT'` 3HEET AII ci___ . FAC✓ J" ti11.4EE+' CAIN f ,;r .,I..�.._.� 6956 111A 0 61995 M ICRORLMCU III { III I + I + I f � III i Ilfllll I � III 6 11III 1 11111 I V III 111111 11111111 I IiIII III I � I I I I 1 - '�� 4MADE IN CHINA IN 1 11 1 i // / I In �Idt• C" / 5 89 .53'58' E ".41 I. / SILT FENCE TYP. �-Filter Fap*IC SILT FENCE AT CATCH BASIN DETAIL Ji / _ vNOT TO 6CALE r r 7- r w� =liter o K.ee a to t wRi to Sed ment unorr water ,"", Filtered Water r � h ov, /al- mew.: Burled Fllter:oA rf- F- %talc a',. :,. :•�!1'.i�. ! iv / / 1 .71 Fabric. (min, 4' depth) 1 0 1-•- ' I i � SILT FENCE AT PROPERTY LINE DE AIL z / _ NOT TO 5r' ALE • O w r' W ;n ch > UJ Q LJJ Q_ ' / I Radlus=25' min, Cc 1 Clean Pit Run or 2'-Minus Grav COVJ Provide Full Width 1 Subdrade Relnforcem �� of !rgress/Egress ��ea• Q �_ oeotextils, as Required 8' m In. U_ I� � Q SILT FENCE TYP. S -�� 1 CONSTRUCTION ENTRANCE DETAIL c co (CONTRACTOR OR 5CATLOGATE.) >_ 0 � N 89 53'58' W 108.41' . EXISTING PR�7PERTYNEW PROPERTY LINE O L NE BE AFTER RELOCATION I TO LOCATED C _— F'. i.11 .�� w a� �,,, DEMOLITION NOTES: U OP P `' -- ---- 0 - �4R _. - z F- OP — OP OP — OP _ ... % U - 5a fety: LLJ� 1 p Cr EXISTING. Cl1R15, DRIVEWAY AND © Provide temporary barr cades and other forms of protect cr �. v N WATER SIDEWALK TO BE REMOVED. u1 EXISTING CURB AND ' EXISTING as required to protect general public Form injury dte to �, t r� QER M T R E E demolition work All work shall Fuily conform to 05HA VJ SEE SHEET Cl FOR NEW LOCATION. ni U © h SIDEWALK TO BE REMOVED. TO BE RELOCATED. 5EE - EXI5TING CURB, DRIVEWAY AND ! requlrementa. X41 a Q i�i SEE 5i-IEET CI FOR NEW LOCATION. i 5HEET C3 51DEWALK TO BE REMOVED. n. Damages: V 0 ; SEE SHEET CI FOR NEW LOCATION, Promptly repair damages caused to adjacent facil'ties by z (Y cjemolitlon wor". at no cost to owner. (L 3. Disposal of Demolished Mater!als: A. Rcsmove debris, rubbish, and other materials resulting from demolition cperationb from building site. r- IC ED' ONAIj_„E) &T, _ _ Transport and legally -Al6poee off site. x --� 4, All 51t4: work shall conform to U.B.G. and Clty of Tiaaard rec.. sTerts UJ _ - --- — -- - - ---- --- _- _ = - — -__-_ 5. II d I plans must be Cr- site I --- ---- — --- — - - - - -- - A set of approved final site t building pl site ata times ur ng t construction period, g , UJ V J Q �I U, a orU11 It z S.W. Mc DONALD-HALF STREET IMPROVEMENT AND EROSION CONTROL PLAN R-E KAW SCALE 1'=10'-O' DRAWN er' -.ice rw•�c-�ar` C2 T 7 F r r WI�FB= I FACL"'l 14&&*•; ^ CAIN PACIFIC N'l/v 1�y7rj 6956 ! G5dMN7. E3tiQ gq rJ2d4 21, ri f JUL. 0 6 1995 MICROR M ED Illllli 11111 i ! 1111 1111I11i VIIII V III 111111 111111 1 11111 I I � II111 I VIII Illlllf 1 FIR- MAN 4 MADE iN CHINA IN I I I r ' L r I'1 LEGEND :4168 TC NEW ELEVATION BENC WMAW 0 ��.. BOTTOM OF CURD. CITY OF TIGARD 130 r Ts 'roe OELEV, . 28�11 +_ C F SLAB P" -- TS.W TOP OF SIDFJJ'l_K' �- -`� / TA TOP OF ASPHALT A BRASS CAP 114 CURSI NORT"ElG1..Y EDGE CF i TC TOP OF CURB ELMERa PAFdCII'Y.a I_OTI WEST SIDE OF F�'F 1: � V � TI 7Gf=' c:�F ISLAND 5 .JTWWESTERLY OF THIS 51TE. 8 89?5358' E MAI' � \� 218.55 TA 2190 T4lU �. NEW Jo W' lLDINGCV (10,409 By DECKER CO Al 7 .—.1-._...J....— FF 21955 I GRADINGAND PAING/ - M I '� s ` 219Ja0 T9 219rJ5 tW9 I. Excavate elle areae and rough Breda as Follows: tAwt •4 krlar, j / 211 m0 RIM �� - — Paved areas - 9' below finish rads " -"1,47L ' '' !� *Vo Drive blab - 12' below top o slab �. ,/ _ __`1 Building Blab - 8' below top of blab / 211.1 P21M / ♦ / 2'1886 T. 218.90 TA 21439 e�IN ,rr / \ New underground tank area to bexcavated anbac-lePlleo, r � a d 2'6_14 to - [� conformance with DEQ, EPA and tank manufacturare. - Planar areas - fr,' below flnleh grads. Remove all s`ooes 21855 TA I I Finish eedaandtrl a e�forsto a ta �o th of 12' IIP' t:elow 0, 9 p� p 219.50 TI � \ 2. Backfill with graded granular material, clee,n and free all rubbish. Plane In ma Rlmum 12' !a ars and cocnact with o� machanical tempers or roilerb to 95% dcsnsity. 21 1.40 TA •/ I 3. Grade setback area behind buildingto avoid standing water. �- - o/ \ ;h S%uals to drain away from building wall. `J l. I..J Cc 4 �2�900 Tg / / ?19.59 TI \ 0 9 4 Contractor shall obtain end beer tha cost of compaction ( S' I > O •�/ s O + .- . testa at beech of the Four canopy column footing locations. z W C 219 TI `� \ W 5. Place base material and fine grade to +/- 005' and compact yl ` Ell as follows: All il Pavad areas 6' crubhed rock 3/4' minus / 219 �Ts I �� Dr!ve slab 9' crushed rock 3/4' minus or bano W / Building slabs 6' crubrvsd rock 3/4' minus or bend 218.15 TA Tank blab Pea ravel or band to 8' belou, top of i ca 21950 TI //•/ 2 839 IM blab by tank Inetallatlon contractor. Do not run equipment over i U N L- z 2 6,85. INv tank backfill -- deme a to tanks maV result. / (/ 21850 TS 6. Listed depths of bees materiel er,; having material shall e✓"s i the finished compacted thlcknessb. 216.50 TS 1. Grades not othsrwisee Indicated shall slope unifornfy between 11 (� \ / /;;j;.,> =� pointe where elevatlons are ower or between buc:h pointe and LJ I V 00000Mj7`Pr�, I exlatirip finish grades. Cut r flew-Ilnes, mepocle lly at I-- Z --------,_ �. :7�jti�ij' a` drivc6lib to Insure proper drainage as ehowri on the plans. CO 21855 1A = 8. Aaph2)ltic concrate paving shall be applied In two layers II havin a total depth of 3` eft.er ;ompaction; 21685 TA \� /':-;..;j , T�... • ;r The Binder (bottom) layer shrill be ' Glebe B asphaltic I r1r- �� concrate 219ID0 t8 • \\ The surface (top) layer shall be I' Class G modified (� ' 21 asphaltic concrete. 219.0 T9 9. Place asphaltic concrete only on a clean, dry ba:+a course / -`` with a surface temperature not lobe than 40 dogr(.beb F' end L� I Z • t1!` �\ �/ 1929T A �, -_ �--� rising. 219.b0 TA '� 280.50 TA - Q- 0 10. Apply a seal coat to naw paved areas, subsequent to proper W V o) Q N 8?o 53'58' ill 108.41' curing of the surface. Z �� NEW DRIVEWAY Z "- PER CURRENT CITY OF x --- 1 TIGARD STANDARDS - - --__..-- OF _— - OP OF -- OF ----- OP - Z9P `— - OF — --s .}r-- _------- — �.� dI .._------ I QUI - l - s, GRADING PLAN `WD BY --- E5CALE:1' 10'-0' `af- , Err NLk43ER CHIN 6956 mommommon�g 811 4 DOW FMJP W0247 J U 1_ U G 1995 MICRORLMED I , illll VIII IIIIIII I IIIIIII VIII I V II I VIII VIII V III 1 FWjt- �t� 4MADE IN CHINA I IIIIlIt I VIII Ilillll IN I ' i A wow SITE UTIL 1T1ES SCOPE OF WORK' ,Gil conctruction material* end Inetailatlone phJll conform CG -k'0Rfi 14"0 10111F AND roggjlrarnorite of the rolePactlle utllit', Cr-�mpolrl Ir,c:4di69 LrirlGh / Ic�cetlan and depth. i f•'ACh W/"NON �NRINh / / 1 CROUT -_• L -r- ---. ' n I. TELEPHGNE: General GontractGr *hall proilae t-el,GhlrG, /II 2' P'✓C NEW 1 �L P PIPE 1 ti condult with pull string, end ai bacefi Ilre from s,iptirl pole to and incljdlne oulldincl ssril a entry. In addition r / the contractor er,ell proilds a 46' i 48' i 3/4 ' plywood telephone be 9rd mounted In trvs 5ulld1r9 with A % ground tri the alactrical panel. / S 89. 53'58" E 80.47' fr _ _ _ GTE *hall pull the tel'sphon�s cab'ee oR the e� etlna / ' � ' � '" • _" Facllltlas to the telephone backbGdrd and !!arm ratC. STORM CONNECTION DETAIL ` 'OL %,1T TO SCALE All ' OWE R: � - -- G.O. Gerera I Contractor to pro✓Ida (i) -4' ech. 40 P/; cond.A 14EW�I 1 From babe of pole to G/T GAN. All cor.dultb to Y _� �/' �.' 3 200s.q./ft. 1 have pull rope. (IC to prorlde all trerchlrig, madding, 4 �N ♦ ,'; BUILDING backrill from power pole tc C/T CAN. p^ �l� , ; I (10'x20') I PGE to pro✓Ide conductor* and c.Fran* transformer. �, Q \JQ + ti �.• BECKER CO. 3 S70RM SEWER / ROOF GRAINS: \� P 1�`f �� General Contractor to Install rmw tate' , Gaeln, piping as tri r Provide all components indlCeiter' on contras! as neceedary for complete, ru+,c�lo1 ,,g eystam. 4. WATER: / •4r ' =� C.O. r_ General Contractor: Gdnaral Contractor to pro/ido a!I ►�: Nc NE ,� ; �c .c; f�� DETENTION 'B' 11 LF 4' PVC 19° -= EXISTING CATCH BASIN _ n M � � .� SEE ATTACHED CAI CS. '� I trenching piping, pips bedding and backFlll From new r a+�rr r,+,; s � � x� rre*w[a sc3re,ir. f s• w. / SEE DETAIL THIS SHEET ,f, i \ P� I domaetic water meter to bul',dlnc entrance, and From the / \ irrigation mater t double backflow check ve'✓e to Irrlg,aticr !� O J\ .,, ♦ °' \ 1>-I I 1 system. GC to Install double backrlow check ,a! ,e For Irrleation. Refer to the Building 4 _andsc&F e E rawings for / 10 LF 6' C- -�```�1 2' G ' i \ I continuation of systems. / O ,PSG � \ 10, 5. SANITARY SEWER: / / / , . �' $ �,� ♦ �� \ Ganem I Contractor to provide trenchlr•g, sewer pipe, . <,,� bedding, and backFl!I from ellotina sewer lateral / , 6 A� ♦ e,L \\ 1r--662 CPS RE? to building. OIL WATER ' �jg ✓ > C� \ SEPARATORop if ►!1 W W / 0 4'PVC 1% LZ — Ile� I i UTILITY NOTES: = Q �� _ , - w O \ - ' DETENTION 'A' SEE ATTACHED CALCS. p I I. See sheet C' For site grading. U cw / s' PCS✓�� \ ``�' i C.U. -r«..;, ,z I I 2, TH16 utility site plan Is to be used In eon„urctlon with the z vXk\5� '° \ i ,% :, I I 1 Architectural, Landscape 4 Grading slte pians for Informavor regarding slf.� work < - ti / i i poo ✓ .� . ' :.F O � \ siu+t s-� ,:.` P� i I 3. Pipe material*: L.L te�,�.� A. Water service r*,dL&rlaIs ohaIl be copper type W ;� / i, ' �✓ �� 9o�r \ r/1llwL1' I Diameter shall be as shown Cr drawings. Provide 14' _ cover on water service. Contractor a price of water LU Z t p service shall Include all fees and appurtenances - / ... � , -�,;-,-_ ;1;r1,./, re0\1quired by the utility to provide a complete uor gra SIGNAL �► '. ; DQE .� �i service. �- B. Storm Sewer Pipe: (� , / \\ 6 POLE �,c�U PvG A5.._1 - 303-x, SDR 35 � �C I C. Sanitary Sewer Pipe: Z_ PVC ASTM - 3034, SDR 35 _ WATER' D. Electrical 4 Talephone Conduit: W Q Z SANITARY SEWER LINE I 3CH Ora U.L. 1_1&ted PVC, gray, 36' cover, 36' sweeps p / LATERAL 6'-6' E. Roof Drain TlehI line Pipe: RELOCATE EX'STING '1JATER I I I O ;• IlTrjj METER. CONTRACTOR TO DEEP. CONTRACTOR NrW I' PVC ASTM - 3034, SCAR 35 L- �' ERIFY AND TAP INTO. TO VERIFY. DCVA I / - - .r. - 4. The location of unclarground facilities showr on these plans N 89 53'58" W 108.41' Y.. are based on Field su�vrrye and local utility company recnrC! 11,J U O It *hall be the ccntrar.tor's rasponolbillty to cc>ntact tr)e Z 2 r\ various utility comr�anl(R6 to i(.")*ate their Facilities prior ; U -' to starting construction No Additional compensation shall be palm to the contractor for damygc a,•:1 rspalr to these OP -- - - - - - - - OF - - - - - -- / OP - - - - - - - OF - - - - - - -- - OF - - - - - - - OF - - - - - - - - OF - - - - - OP - - - - - c -- - - - - - - - - facilities aused by �- �- NEW I' WATER'` - OF METER FOR DOMESTIC It I ---------------- --- - — NEW I' 'JJATER ---- ------- -------- - � w t METER FOR LANDSCAPING z I �-- ,�w — — — — — — — — — — — --- — — — — — --1— — — Lad ! f V i I W / -- - - - - - - - - - - - - - - — tai . i CL 0 CL / f o 0 a � r p O0 CK aj rI a W -I mi r}-- --- a a l `nU, In 01 • - .- -- --- - - 9CAL- 1• . 10._C.- CA+1NM Ry R C TRIM81.EE UTILITY PLAN SITE CALCULATION: SCALE: I 10-0 3I fT NLS TOTAL SITE AREA 11.665 SOFT TOTAL LANDSCAPE: AREA : 0:0 SCFT C 4 IMPERVIOUS 5URFA�E AREA ° 645 o,aFT - ---- -------- -- --—— - - _ --- — - CAIN PTZXAEC,T M.IftiR PACIFh: FWYY.• 13970 Sl" JF 95-0017• BUP 950247 of 34 - - � ■ �! �III (; 1995 MICRORLMED I , III , I IIlII I VIII 11111111 VIII 111111 11 ` 111 111111 111III I Illllll I Illll 1 , 11111 1 F FR- GLASS 4MAIDE IN CHINA IN 1� 10 Lo 0. ELECTRICAL PANEL$ ! SUPPLIED AND INSTALLEDf R) ELECTRICAL ► NR WALL T) PE X 5/8;G- -- - ,� __-- I NOTES Cc''NTRACTC�R 1 P — �,--- -- ---;— ---- -- — -- v r ! REE5TAROOMY DOOk SEE DOCR NOTES T1415 i PAGE FOR H4Q1:oUJARE F1EQUIREMENT9. CEILING -7W - MONIT Gr.OR TO QE FU1►11i�HFG ANri 'NSTAI-LID FAN 1511' G.^ j � � —! BY BECKER., •--- ' � .LAyATQRY; 0 _ _ INSTALL NEW 'FLJEFr WNEFLr-"AIR' •05, -2�.8 HE TER Irl I r I WALL 110UNTED LAVATORY WITH • J303-05x0 A -r-- �-\ � �"� G�-SET CiRAIrJ, "Y�04-IIFi0 CAST PiRL$': :' '1 —�� F'-Tr�tAP AND '55'j-1250 FcJT r-1ETAL G(4E CHASE FOR HVAC UNIT HAND OPERABLE LEER FAUCET. INSU-ATE OR CO/ER HOT Ul.•'+TER 5(.1PPL'► AND C'RA IN I NR lL'ALL"` I 14 14 GUT OUT �- - — F°IF-1E5, NO fSHARP OR ABRA31,/E SURF,�.CE:S TYPE X `� Al A? - ARE ALLOWED UNDER LA'/,4,TGFtIEe) � �^ Z LSTORA�aE — — WATEKR CLJ9ET. INSTALL NEW 'ELDER' HI-SAN WA*ER9A'/ES( •191-11.15 TaK TOILET F14E _____/ RAMP SEE LJ GRAB BARS: �^ EXTINGU!5HER SITE PLAN 'BOBRICK' STAINLESS STEEL GRAB BARE: WITH BUILDING NORTH ELEVATION CONCEALED MOUNTING • e--550.6 ANC SCALE:I/-l'•I'-0' • a-550-42. :+�� r, w: w, a,rr+: w�rrt: I 4M°AVIL It AP :A% ► Kil INSTALL NEW '5O5R!r-K,1 SURFACE r,1CXxrTF0 y . tiw rn No 49wK: ,r-6 UNIT • 8-162. HrI itr E. �t,revr s y+ ' IMAGE KEY LEGEND [] WAfs-� RECEPTACLE: PLASTIC TRA5H CAN BUILDING FLOOR PLAN � RED RE-360 BLUE BL-310 �I TOILET r1SSUE DISPEN51.R: INSTALL NEW 'BOBRIr<' SURFACE MOLtJTED (D TOILET T!SSUE DISPENSER '288 OR SCS PAPER CO. [3:] DKGREY Gy-210 (� r o, V J l8J MIRROR: Z GREY COI-fir - GY450 !NFiTALL NEW '50BRICK' 4115165 (le,24) 5TAINLE53 L' 1 APPLY TO LOWER HALF OF WALLS ONLY STEEL C 4ANNEL FRAME MIRROR X11 O OFFICE FIXTURES _ 2 � -- _ OFF WHITE COLOR - WN - 140 �� TEI.1 �,qN MA<E � I"'ODEL • AMP/VOLT BTU/ CM1 REMARKS 5 APPLY TO UPPER HALF Or WALLS ONLY E TONT ggAT CQVER DI�ENSER: 1 �] 1-- INSTALL NEW 'BOBRICK' 6a-3Vi SEAT COYER w Q AL1 3 ME'ALU'< fV1-440AI20VLES 40-WATT/120V ----- - SUP. 4 INST, BY G.C. WHITE WH-835 DIE+PEN`jER, STAINLESS STEEL FINISH. , r` >>O HVAC I DUO-THURi'1 •5''915 14.1/115V 13,500 BTU SUP. 4 INST. BY G.C. 10 �P D1,� �� ?Ulf � ' I Y DOORI ENTRANCE ' , ! ------ DOUBLE GL4ZE TEf FIXREG ----- - ------ SUP. 4 INST. BY BECKER CO. 6 INSTALL NEW 'BOBRICK' SUBAGE MOUNTED W�l UNIT • 8-112. 4 EL ' DOCRtSTORAGE ? I ------ ---- ------ ------ SUP. 4 IN8T, BY BECKER CO. Q W ,WINDOW I ------ DOUB!-E GLA'-Y= TEMPE D ----- ------ SUP. 4 INST. BY BECKER CO. II 1�I WATER UNIT: N 1 -_1 INSTALL NEW 'P--W!iRSTREAM' SURFACE MOUNTED V UNIT • RPI. .J _ z 0 RESTROOM FIXTURES I z Q TEr"' QUAN. MAKE - 10DELr AMP/VOLT BTU/ CFM REMA,!�Ke � — -J = J HE.4'r COMPACT COUNTER FLOW •4E138 13.4/120V 5120 BTU SUP. 4 INST. BY G.C. Z LL. FAN I C AYTON •4C603 .2/120V 80 CFM SUP. 4 INST• BY G,C:, ?0 -0' -TA -___- 5/8 GYP. BOARD CEILING V LIGHT r-1-z .I"1440A1.0VLES 40-WATT/120V SUP. 4 INST. BY G.C. 1 CC DOOR ....... ------ ---- SUP. 4 INST. MY BECKER CO. HOT WATER 1 POIIIERSTREAM INSTANTANEOUSSUP. 4 INST. BY G.C. -N!T ELECTRIC WATER HEATER RPI 18/208V ------ WALL HUNG UNDER SINK 12 2 -4 /f 4 BUILDING EAST ELEVATION co �a' v I_ A NOTE= I 6 _ ~ FLOORING WJ ALL ELECTRICAL SHALL BE INSTALLED B TO MEET VINYL COVE _ OR EXCEED ALL APPLICABLE CODE REQUIREMENTS aSE �I 2m'-0 4'-0' AND SHALL BE THE RESPONSII!5ILITY OF THE a ! ELECTRICAL CONTRACTOR. ~ U I HR WALL — 0 TYPE X 5/8' GYP. !Y G r- 2' VTR --• I s -5/8' GYP. BOARD CEII_!NG 5/� 8' GYF. BOARD CE1LIrJu zI oI a F a� TO SEWER LATERA: NOTE: 6' PLUMBING WALL--_7- -iv' PLUMBING WALL i � -- � Z o) a `I SEE UTILITY PLAN FOR l W 3' PVC SLOPE '.'%w MIN LOCATION. I, USE 5/8' GYP. BD. THROUGH OUT TYP. UNLESa a S NOTED. FJ -1 2. SEE SHOP DRAWINGS PROVIDED BY THE BECKER 3 -6 I. ml o, COMPANY FOR STRUCTURAL DETAIL. FLOORING �' 4 ] INr, `1 W/ (o' VINYL , _ N '3E R-11 INSULATION IN ALL EXTERIOR WALLS AND COVE BASE L r, �� I HR WALL 1 R- ,-i IN CEILING,. c - >/8 GYM. -- TYPE x i 4. INSTALL A VAPOR BARRIER WITH A PERM RATINCa OF , Fa r I ONE OR' LE56 UNDER FLOOR AND BETWEEN EXTG RICIR © P)— n� `.� - �'� f WALS STR�'M $T�. � QF�ICE METAL SKIN FRAMING. "-F NAW 'C17AI - 5. MANUFACTURED DOORS AND WINDOWS ARE CERTIFIED ACCORDfN-i TO ASTTI E 283 FOR 0.31 CF-M PER FOOT OF Cv4AMM BY MIMSt F © RAMP SEE WINDOW :ASH CRACK. AND II CFM PER FOOT OF DOOR PROVIDE CRACK. R SPOBRT 4,13 NEEDED 4 t�RAI� PaARS —`— cc�� By 51TE PLAN 16. THE PERIMETER IN5ULATION FOR THE SLAB-ON-GRADE DjkTE FLOOR. SWA'_L E:<TEND DOWNWARD FROM THE TOP CC- 51-415 HANDICAPPED RESTROOM ELEVATIONS(TYP) � FOR A MINIMUM D,STANCE OF 24 INCHES SEE SECTION -- -- — ---..� — 5303 Al 1, OFFICE INTERIOR TO MEET ADA 6TANDARDF. l F AC JTT Nl#E" Zee PLUMBING__ _PLAN CAIN 5CALE:1/4'■1'-0'- --- - °g0..ECT 4l11166ER PACIFIC HVJY , 13970 6956 ,IT 95-0017 SUP 95.0247 '12 O JUL U G 1995 MICRORLMED ; ! 1 ; 1111 IL ( I 1111 ; 11 1111111 IIlII V III I hill I V 1611111 III 11111 ! 1 ; II1 � 1 , 11 , 111 , 1 ' nm_ I G'LABS 4 MADE IN CHINA IN t WINNOW PLANT KEY-- e— I.— KED :'T. N41`�E SIZE 00- STE CALCULATION 3TC -1':)SlEQ eat. OC. F.T. 3' OjC, %'ITAL LANr-3P(;AFE AKF: &QJF.T. F 5JXU5 KORE4N,4, sr'nRE41`i 7 4 4CER RU15IRV1, REDh14PLE V Gal. 40' OjC 5 SS 53'58 E WAT ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PRUNUS 5ERF-,1JLL-/_T,4, FL-GjJER!Nr3 CHERRY 1-1122' Cal. 20, C I,- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • NEUJ - / wt 2006�qjft. . 3 V RIES 6RA65 • ISUILDIWA VARIES ANNUALS W/ R,4F0<r_,Lj5T 15Y T mcKr=R co, �V- 'A404C. ff -J #'r CONTROL, BOX W/ MAIN SHUT-OFF VALVE FOR IRRIGATION TO BE Cc! LOCATED ADJACENT TO ... . . . z STATE RIGHT-OF-WAY. •/ \ � 0 LANDSCAPE NOTES: z CO I. All plant mAterlAi (eecept annuals) shall be guaranteed from Final acceptance for one full growing 6eascn or one year, whichever Is lonc CL W Z ger. .7 a separate price For a one year maintenance apreeineurit 64 2. Provide (0 < C\4 which details periodic trimming, weeding aro Fertilizing, 3. Place a minimum or (o' topsoil In all planting areas. Flantino z beds shall be 3' below adjacent curbs and wa*-s to allow for 2 Rotctlll topsoil into buberade a minimum of 6'.. z 4, Excavate p1briting holes tc 2 timer the largest -cot ball width. < . . . . . . 5ackflll with a plantirg mix or 3 Parts topsoil, 2 parts organic 1b matter and I part cc,w manure. D16H turface around Plant to water. Xllil ho I,- co co 5. Fertilizer ,hall be commercial mix. inorganic 5-4-32 With ............ micro-nutrients and 5090 blow releasing nitrogen. '11.0, Into Z planting areas at the followino rates! z Small Shrubs 1/8 lb, per plant LU . . . ... Shrubs 1/3 to 112 lb, per plant :D Ground Cover 25 lbs psr 1,000 sq. Ft. � b *. (o. Mulch planting areas with medium ground bark mulch to a X . . . . . . . . C6 Q depth of 2' in ground cover areas and 3' in planting areas LU . . . . . . . . . . . . . . . z . . . .ti.. . . . . . . 1. Irrigation system shall be provided and Installed lo� cortractor u •'Ccs 00 001ZT�� _n�z� 8. Control box In landscaping area shall be located A85358' UJ 105,41' on Hwy. 99 W Frontage. FEV13ONS NEW 1' WATER J METER FOFZ dl LANDEACAPIN(S O MG DONALD 5T. -E -j, ) LANDSCAPING PLAN RA*N 1R -E2--E SCALE I'slO'-O' L L 1 CAIN "KN ECT tJl1 _a 139 70 6956 i#4, ir I i, 6�W 96-0247 JUL 0 6 09b MICROFILMED I � Ilfll Ill � f flip 1111111 kim11111 11111 J ill 111111 1 1 1 1 1 ! 161 11 1 11 11 1 11 11 1 - GUM 4MADE IN 6 CHINA 61 'IN V f NE'X 3a' X 53' CANOPY 8' FASCIA CAP INTERNALLY ILLUMINATED INTERNALLY ILLUMINATEDv i- 1 1/.' WFASCIA BLUELIGHT GRA7 LGY,,O HITE STRIPE LETTERS WHITE NEW ?•8' X 53' CANOPY FASCIA OFF-WHITE e� - ' � tv Chev n I . Y . . t UPPER PORTION C AV K „H„ ti 4,r„ if iW 40C WATT 5MH RECESSED -� COLUMN DARK GRA INTERNALLY I;_LUMINATEG 47 :war..W '-fs+ � v'• •f CANCIPY LIGHT TYI� OF 12 SPANNER LIGHT'S-WHITE TYP. :;, AL SI�.MC u. if ..A.tLJ_ 'kg6d'vt A .r *vr. Ki `YII. �Rlr a.yr,,J, ;f i•'r M- I ' i I I N -- -~--- - BLL.E IN=OI�'�ATION P,4NE_ ;9 WHITE COLUMN -NEW MULTIH05E D15PEN5ER CLADDING v NEW MULTIHOSE DISPENSERS z 4' T S. BOLLARD TT P. i 9 �r _ --- 4 - --- – i i �� _ - P.0.5. ..IGt 1 tFR.AME �� 1 0 -� (NON ILLUr INATED I 0• 0 0 NEtu 4' f 48' CCNSQE'E s1 I ow FILLED T5. BOLLAR'D5 NEW CONCRETE ISLAND i - W ----- — - - - L, _ ISLANDS G 15P. M u2u,, LL I ElUJ SEE STRUCTURAL DRAWINGS i FOR CANOPY FOOTING SEE STRUCTURAL DRAWI a'- a' W 5PECIFICATION15 FOR CANOPY FOOTING Q i SPECIFICATIONS n , U cv __ J - CO Q ILI Z ISLAND NORTHWEST ELEVATION_ ISLAND NORTHEAST ELEVATION cit Q SCALE 1/-1'rl'-m' SCALE: 1/4"=1'-0" Co !- a. 0 I d z � 3 z :j Q � i � zU LL z ^ � ( REi !1�4-14ST4�1DaeD5 NOTE NOTE: CANOPY STRUCTURAL DRAWINGS AND CALCULATIONS T('�� 5E FURNISHED B'Y" CANOPY MANUFACTURER AE�r�NB z � —�-- 2.4' a Q _ _ p J ~I �i { a J! C3 p --N o alb; 1/2' �f 9 �l a CD aI a �� 1 I � P �,, cc ISLAND FLAN_ _ N - - --- - SC.AL , NOTE: SEE S IOFB G F�401`4 5 PROVIDED 6Y CPA#A BY TR'4 L THE EaECKER COMPANY FOR STRUCTURAL_ cwlo By DETAIL. DATE S:'8;'9_ ACil�Y `l.UHE`3 — PACIFIC I`lyyy 13'J70 6956 34 SIT 7 SUP x`5.0247 34 AL U G 1995 MICRORLMED { Illlil VIII � IIIII � I Illlili VIII � VIII I, IIIII � VIII � ILII { � IIIIIII I VIII I � II � i fTBFR- G.tm 4MADE IN CHINA IN I