Loading...
9725 SW DURHAM ROAD-4 NOTE THAT NO-r ALL SY!-113OL-5 ARF u8EC� CIN ES Q`� 18197 L P` OWER�- A NIAAL� V N OREGOI,i 1/ 1 6 ' FLUORESCENT LUMINAIRE- 5UWACE, FECE56EC WALL WCEPTACLE 5W;LE, rjUPLEX, TAMPER REE)WANT LEViTON 5762-5(aG. SPRINKLER $Y5TEM WITCH FLOW, TAMPER FRANK FLUORESCENT LLJMINAIRE. WALL MOUNTEP W WALL WECEP-IACLE: tri I-PLEX MANUAL FIFE ALAW STATICIN KEY PLAN EXPIRES 12 31/98c� FLUORE5CENT LUMINAIRE: 5ARE LAMP 5PECIAL PURP05E OUTLEI AS NOTED C-ETECTOR: IONIZATION, 14EAT PHOTOELECTRIC 0 CEILING, LUMINAIRE: 5UW ACE, RECESSED FLUSH IN-FLOOR OUTLET DUPLEX,COMBINATION, SIGNAL I DUCT DETECTOR, TYPE AS NOTED WALL LUMINAIRE 5LffACE 01 6UIRFACF. OUTLET STREP 'I-iEWON A$ 6H4XN FIRS ALARM 0WAL WALL WASHER RE-0-;515EV (j) JLNCTION WX FIRE ALARM 3ELO BELL WIMSUAL TRACK WITH HEADS LOCATED DISCONNECT SWITCH R,16ED NON-FU5ED r 0 MOTOR 6TARrER MANUAL 111A&eTIC COMBINATION FIRE ALARM 1-HIMEt CHIME Wlvl6UAL 15 NW FW51 POLE LIGHT LUMNAIIiES A6 e+CUN Su(Tr 2 POPTLAND. OR DEWNATE6 LIGWT ON EMER65-ENCI CIFZUIT MOTOR CONNECTION o2w FIFE ALAR1; WANHORN , W/VIBUAMM DOW COWLTAWS INC L (W3) 248-6227 FAX (UM) 246. f)24, DE51GNATE5 CENTER CELL ON EMER6.4NCY CIRCUIT. CC ff] 31 CONTACTOR RELAY °,OLEIOID -4;5) D, ff'EAqk WALL, CEILING COWAN ��LVN% HOOD EXIT LIGHT. CEILING, WALL �ARAO(M AS SHOW) CONDUIT ELL UP, DN FIFE ALARM SPEAKER- WALL CEILING $2 WALL 5WI%W: I POLE, 2 POLE ELECTRICAL ECAJIPMENT I WALL OUTLET TELEPk*hE, DATA $3 $4 WALL 5UTCk 3 WAY, 4 WAY Aim PANELBOARD MA6NETIC DOOR NO $u $P WALL WTCW LOW VOLTAGE,PILOT FlFiE/91OKE DAMPER,(:C+MCT C471PLETE TO $D MANUAL DIMMER FIRE ALIAIRM SYSTEM INCLUDING POWER architect * planner ------- 510 NX Third $0 WALL MOUNTED OC.CUPA%C1 SETT Portland, Oregon 97209 ........... to U.1 C) Phone 248--1088 A L-A.F-4 M Z C:)N E'S E3 I C�! N A 11- 1-?*C>NES c-; 1% PHOTOELECTRIC CELL .......... Z CO EXISTING TO REMAIN KNIGHT ( Q cv 5207 -T ZC)NE AS NECE-�1�1,wy all EAST 1 771, EXISTING TO BE RIELOCATED t&1� � �1 it EX15TING TO 13E REMOVED &� 1 1 1 1 1 1 0 V .......... -F- ZONE w E-=�E3 ELECTRICAL EGIIIA" 't-INT NOTE LABEL DESIGNATOR 11 r 1. .......... 0 .............. 1 1-7- OCCUPANCY SENSOR MOUNTED ON CEILING IN BEST LOCATION AS DIRECTED Rig SMOKE 1DAMF--)'EEnE! 15'r EQUIPMENT MANUFACTURE. .. ..... ............ .......... Z PRESENCE SENSE P-e-PIR-20M-P UJ 7 0 0 C3 FA H I 0i C:)F;j .I .......... w UJ z 4 14/4 -r C:) EE X I%c-:;T I N C�; A E:)I—=M C::C:) F:)'A N EE L- 461 LJ -i z .............. . ...................... Z zw U w 0 .... ................. Ln U Lo N-22 ............ ............. FROM Exlc;-IrIMC�! AIDE�IVIC::C) F:31ANE�L- UJ .................... LE (J N C:)o F=;t-11- WING AN NU P-J C::I -F C3 F:1 O .... .. ........ co AC-4 5 C= ............ ............. ........... ............... ......... 11— b AC-5 E3A-lF-F F:VY C,!k L-C:�U L-A-1-I(Z)N4F, ......................... ............ .. .............. ... ..... ................... .. .................... mg - � I --- I ��\ '. i CD Lz!J C=) .......... ...... .................... iV C= N-20 ............ ........... . ..... . ............... ............ ......---------- ............ SEE A-T-rA(--"E-=r-') L-A-Is r-3 F=:t CDP c)m WING E3^11­-TE�IFAN' (--A1-C,UL-A-U1C:)N-C3 SHEETS ......... .............. ..................... ...------- ID CDO(D F1 C)L ID E RS z o :D < ............ ... ........ ......... ....... 0 ........................ z ... ............ ..................... ....... ........ < .. .... .... ------- CONNECT CP-1 THM TIME CLOCK __� r -�/ / IA, I PROVIDED BY MECHANICAL C) UITW LIGHT -2 AC-2 AC-3 AC-1 EXISTING ELECTRICA1. 5ER,,/ICE 0 U KJ 21 PVC vi N- J P GFI ------ AS BUILT DRAUJW28 INDICATE SPACE F 3 FOR A 200A .SP SWAKEPt IF NO SPACE N IS AVAILABLE, TAP MAIN FEEPM AND If N- 0) N-2325 INSTAL-1- 3110 200 NEMA 3R MAIN TO TR TR N-4 FEF-V NEW ADDITION. TR -,'\PROVIDE TAJ'*#OER .*ROOF OUTLETS N- I AT eX4,5TIWs LOCATIONS sheet title 0[ Q/ ELECTRICAL POWER, FIRE i3 Pat 0 0 4L ARM FLOOR F=L,4N TR J IJ 0 io 1 1 , UTH LIG04T A.- TR N project no. me 4*1 W z (D MY Of TIG ARD date Conditionally APrX0vod---uib('-d• ... .......... revised For only the Work as des PERMetterr IT See to', F0110AN......... .. Attar,�l JobAddresSj 61131 qq sheet no. E 2 Of TLUO Durham Rd.9725 F=L 4N OUP99-00445,PLM99-00174 11 of 7 SCALE: 1/8' -0' _no '77: NOTICE IF THE PRINT OR TYPE ON ANY �J IMAGE IS NOT AS CLEAR AS THIS NOTICE, II- iT IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT ..... iliiiiii�i�iilili�i��iiiil��li�iii, iiii��iiili�illl! 'III �117 9 Ilu ill[ - ----�,, L I 11111111" 1111111111 IIIJIL[-I- 191 J119 I t1i -�Jl -,I til I I J1111 Ill 1111 Ill 0 4� ID b_._ 1 NEW SECd-OlEi, 1 t HL cc t-4c_ T (J WALL TO r1A1`t_�F' ��� G►'"�Ac.*` Nor TO F)A V.kD 4 w�c�> -► � / CSFE ALT, '>Ik 211 � Lc.,pE GP"1AK:)t AUOV IC 4 r-�F►c> ; 1 n / CO 2 ; l TO i C�r-)^In F A P")!-A 'To A r_E OF P`)E T. Vv,o• L.L. '14" 4l) " rOENCLg PEP—) 0 V� IME t�ROWN E r '� MVICt" F-1-410 OF WALt_. VA TQ NAT t_,I' t A t_ C;,p'� At--)E- PrO P"-'1 IGV-)HIt-1r,c., M EXIST, �I P-11E VA- 10 . vanldnd, Illego I �y EXIST, YDt►�ISF' HErxaE , IAr- I.,T•�L 5N01N FEWGE CLOS- F TC' �'1M•a.tM @ Q�N"�EI.ITWOUa CT,s A:, Fn_:S) ►v 't..E TG Nc �� 154.' P w�oti�► ' `l , , P^�ET'ra1�J,E•JC� tr,•a,;e'_ , pw--1C•T•F �� + NEw 510?�I-�wAT�r'� Ce�P7r.lwP-,.� \ � l/r ��. Extc T. T1?-1[~F'.. bE T, e;•i• To cOrv,. :[_ G T TG '-SEG` �1-0E r'T CI _ �r L.1N F H1 IE*c , T SEE 5HECTCI PENCE pP'1 - C C r l` POP—) "--i Ex1:,Y. FEr�� lrxlc.T j\_ SEV�EP""` Ws"C E j� I Pit 71I• c' r F'�t� �� 4• �HE r,or�N • �t - N ��!! - ��w+r -'� "Sr'1xt.< � -. .-I. •� -tf•� -E _ E E Sr t� ► 11�t - � --- - � U Fx 4 C�_r Ex 151. NEw L.Z*w ►J E ' XIST. bAt`►e _ !�, l ( �� -_ _ ` `I f A'C' �`" \\ / STOP�MvrATE 1Y1 1 --- Co S 4• • t '_�_ __- \`,� u►�I T ;�\ �.i [?E , E r T I G�►.1 1-4 Lt — 3 I I0' 11.1�'(/�Lt_ jNOW FENCE AP1nUN� !., ( E 2�" If•� \ : ?voAK t0LA1UF"11pL1►-110 �1 ' I ,_ n JT. Tr)EE� TU Y ',r'l 1AIN L�''H r T r .,/ v B,: 1 . S -_._.-�__ �XI �C 0P--)1P LINE OF T�Ekt cA�c�,c' r. • I t' /^', S f. �,�� fJl�•1 - architect • planner NO �xcA.vATIc,�� vEfilcrrE ` ELSCr, • Of, -� \\\ w iE w P'i t<T. vJAL T P,AN 5. • d O eg 4 2C9 510 N W Third II J",� % 1 I Portland, r 7 cCr_Lir, ir.r TFA�Z AP.,EA Tc, \� I r"-PP 10JE T Ar)EA, I I > (, i , PP'1C�TEGT ?'�UG•T 5`':-T EI-1 "'�� 1 N W �+AN 5E\A/E P^� r ,, 1 `"z. ?hone 2481088 FP �G7 rr1 di�.r' c�E, • \ • ---- 8 t \ dDt6 sf+EEr PZ ` I � _ - -- — - --- I - - - ,. � •. ,. ---__-••__-----... ___ •1 --- -- - - - - - -- -- -- - --- — - - ,.T -ter S,i .. _— N E W - wArrE zt �Ec�C LF 5-0 P-), w/GO' HIG►M SLATTE►7 CHAIN - - - - - ----- -" - -- _ - -- - -___- _ - - - - o S LINI< FEHC'E e- C�ATE� - " WO IV^1,- 1 KI ►-4c2 �+ICs1-15 C1N _i \ i/ i ,` � 2►'�.e4 �'! ��� I r GATE Q PAVEMENT. ALL T`fP,1.1Ew CLAa�QC)M EX15TIrJC- I I _ _. •> �� tJVJ►JtP^> I�'P)OVIior-,10, += -- y T.. _��_ �_..�„ `1JEW ZNM�-�, .4 SEA. rJ J 214,05 FAC .5E1-'Ap',ATIGYJ WALL, LBK1...T. UTIL 't1Ec J Z _ AIU�LT ,�r•.1 .. NEW F,I.i. PI , 6L. 214, J FN. FL,E� ?14, IJ rJEE 5►iEET c: LNIU�P'1GP'-IDu�•Ln Q NEW r 1?•" En* W 1 T M 11.1 2 SO' �F ^t_L - -- - -- U P4ONF W a� I « 1 N I�or,Tlo►.r �- I 1 -�—__ --- _ - - -- - ___ to ► UTIL , oc DU IL1 r►�1CJ, vFE rD�[� . ✓ I� 1 � a2',G a- I CJZ•Jr�C��cQ_ * -NEw 1 � � ` •. � � VAULT. CO Q �ll,_ 1 ._ 1� a WA K 11 lJ f 1 ATV " Fx151'. P,�,�1K: 1,.;� T �,,� / [I cc LCA 1 NI,w cc)I- +, wA6.K- }�4'UraV, / -7 / -� — r �; ^` LtG �e V't �`+��.r c,tacvruuar><, �T^I • ° 1 �-' .`" Q I , LAF.i O�-)CACE AP'�t=A►:.:.;.s_+ NFW STA110; Q P'1ET. WAk- d WAL1� * NEW Ct:r""1�i, � � �� +, (+. � •-`( � /' � � v/ U. f�-SET, w L-L , f•�� /. , • r� j 1�I�(i"11• ,N G* LOT' � �. To PIIIE�_1^1t�4 P� � /rte • J`� 1 40 0 CC C (30 v z Z d u 01 O cc F— \ > i r-`S l ----- - - Apprl)ved ,p CITY rJF TIGARD .......... U LiUr-1T I _ \ IQG�E Conditionally Approved .. For only the work as desctlb�:a 1,. u! � - U �,^ (/) LI rtT -- PERMIT NO.P(!"�_ � � :�--...... ......... ( vJ Follow ............ gee Leiter to: r In Alt7Ch... N C Job Addres>~,�'�2-5---_1 tj. �/V I. A _ IoP"tEvEN►�w-, X11( -�~ "" sheet title �, c, ` / n ` 1 `'" / ` ri _`! �/ .' s. i 1 _.. 5"'l '� '•:J^ ! "1 L. f` 1•t e At,4✓� I r ( � � �^ r �`, y r �`/" �l / #� r; '�� `}', �.�"l r- �7 � ) ( I / ' �� i C. J` r l i ( n / 1 J ` • `ter, A�0 C..�4A tc3 ZE _'7 • 4 _54) , _ ' t .. c � •�� • �* t �} ,. L•' I�: \ /�'^`:� ( •/-� 0", 081 ICD" VV 4J1iCJ 1 1 -.,J� n. � k_� a„ :�,t•�� �a�71771, `r/i`' p• ro. --- _ '7--_tom- ---�.-�.--tr""----- -- -�-•� - -- _ -_,._ _�1��� \ -.�- - -.-- Y p� ` ,.� L f ,J ( (' fes_ �' t S l ,' `\ l r�� rtr .7, Y �, ✓ t ��, r •.I , project no. ! '- �:f TIGARD � � ,. ! EXI:�T. FIP'lt= ! r r•.!p! L l�,a" "\ y a ;tr• �l: 'y.' ( . :u; T F H'Y-0f'1��r-IT • A. :� ;, '� date e �'' BfiNIIA� ` �, t T' E i !-.,i r- •. >~ 1. I ., 1.. , _ I ,,y.. .. revise d � ; ' „ ,, � . '-: �.'�1'�1►0'� � sem,,. .;,_- + 3 �2 c..D / g 1�3 400 .:,,F, TOTAL 15,1300 SF, bLJIL_1�1►�;L+ CovF1>_• ACmE - 12'./� i i ,.l..� ev-1 DOG ;�•F, ISA.f'l K r ►J Ca CO v'1�P 'V�'•,t _ S U SITE DEVELOPMENT GRADING AND LANDSCAPE PLAN �',�, �' �� wr , ', sheet no. � 5 4,Co o c, :5,�'. L A N�.:�5 C���E E A - 3 k.��'/•� �ti r ,.',�„��,..� t i N - p. t ry; L-,-"r :i s 1 II = 20' 2 5 ► I I c ro r,4.x n c•4�c7 ' •' -' .,,. nu;.,.1, � 153 «q. � ' n�, _ i jl �• r y.� i , •.,go�a,�i, s!ITI1 r , r E �I .-� 1 1-4C tPLJ11_.In1PJL:� 9E'S00 �. F. AA .y +� ,.•w t3 I f (Zo �, 1"' _. ,.A�`'.S.t : ' I T'4 L• of 51 X Durham Rd.9725 BUP99 00445,PLh,99-00174 VICIN 1 Tom( '�'�.BN!1R57 ' tt. -.:::_., . ,._........-_.._._- .-.._ -_.... ....-....._.—u._.., ,. ..,. .:,.•:r. .,«.:.... r.•rr..-,.,,.;.r....,.:`'.-i.,�.ia4r' ,'."•kwf�C;raw,n«f,'rn •uL.+in.w .w w.._.-...-...•,. ... ,• ,,eM.rvrAeFtl•.ww.b1�IMWRY�.,xwew,I�lA�narwooti�.�G .Mo.»wnaawr«•sew•«M++r+wMwx.w•rHnMF..M,auwrn.Mw,...-a..,.. ww.,.wa��'.79111MIMrxa�.er,.w.1!P*"'.•^.--• NOTIC IF THE ON ANY (�f�Ilr�-IIII lllllll�i-IIT LiIILIIIIIII'�IIIIIIIIII(lll_t�jrlllljllill�l� I�IIIIIItIlll�l I�IllJlil�lltfl IItIIIIIIIIIIII IIItIlI - 1 ! � 678111111 9 10 11 12 IT IS DUE TO THE QUALITY OF THE No 3e �� s ORIGINAL DOCUMENT Ey L 81G L Z 9 Z _ Z id z I > z 7. i Z 0 z - - .--- -- - - -r9I tJl 8 I IIII►II► ►II��IIIIIIIIIIIIIIIIllII►ll►1l►Il�tll►�Lllll.11l.11lllllllllllJll��l�1k� J �'Ll!''1BINC-a LEC�ENC� o GENERAL PLUMBING NOTES ----- _ --------- -- - 1µ q --- I I—�-- -- - - CW3s• s. COLD WATER CUJ f ( �l OBTAIN EXACT LOCATIONS AND MOUNTING WEK%WT3 OF PLUMBINGQ CW G LL WATER, BELOW FLOOR OR GRADE ALL U145TIE PIPING SHALL SLOPE AT 216 UNLESS OTHERWi5E, FIXTURES FROM ARCHITECTURAL DRAW. INDICATED -- - -- HW HOT WATER fmRovlDE WITH TIME CLOCK. 5i`r FOR Q SEF ARC 4ITECTURAL DRAWINGS FOR ADA. COMPLIANT FIXTURE �'_---- --- Huipt HOT W,4 m +REc mc- i I LOCATIONS AND MOUNTING HE*04T5. ® ALL t!10FiK AND MATERIALS $HALL BI: IN FULL AGCORZ'iANGE WITH -__ THE LATEST RULES AND REGULATIONS OF ANY STATE OR LOCAL VENT THERMOMETER- � i � \ �- rL:"iPr'".': --am TO !'^„ _...___. r,., LAW6 OR ORDINANCES OBTAIN AND PAY FOR ALL ►REQUIRED W SANITARY (U48T'E ABOVE FLOOR OR GRADE pRO V. INSTALL ,ILL PLUMBING WOW 50 A5 TO AVOID INTERFEI�IENGE ---- FLExf81.E — ti--- FIRST STUD NOT WITH ELECTRICAL AND MECHANICAL EIOUIPMENT AND 5TRICTURAL PERMITS, LICEN£,ES, CODE INSPECTIONS, ETG_ W SANITARY WASTE L�,E!_OW FLOOR OR GRADE EXPIRES 6/30/99 WATER I - BEE HV4C DWG BEHIND WATER HEATER. CONNECTIONS I - FRAMING, `'J ROUTE ALL PIPING IN EXTERIOR WALLS AND ATTIC 5PACE5 ON THE "�'Sn�'�"��"'�'° SD STORM DRAIN BELJW FLOOR OR GRADE i FOR GAS FLUE DIA. X 3' LAG LINE CO NNECTiW3 4) INSTALL ALL CLEANXTS WHERE READILI' ACL ESSIBLE AND AS PER WARM SIDE OF THE INSULATION. �.�.,.�,.,.,�,�„� CTG CLEANOUT TO GR.�Gc' PRIESSJ TEMP, 1/4' POINTS OF SUPPORT RELIEF VALVE ?; WATER SCREW WITH FLAT SECTIONS 101 AND lig OF THE 5OP5C. COORDINATE ALL CLEANOUT 0 INSTALL ALL VALVES, TRAP PRIMER5, WATER HAMMER ARRESTORS dwoommoommoms eco WASHER LOCATIONS WITH EQUIPMENT, CARNETS, ETC., AND THE ARiC44ITECT � � FCO FLOOR CLEANOUT HEATER _ PRIOR TO ANY INSTALLATION. AND OTHER EQUIPMENT ..►40111 N 'UALLS OR ABOVE NON- ACCE551BLE .���� WGOCO WALL CLEANOUT, CLEANOUT + - CEILINGS BE14NO AN A(ZESS PANI�:'L. oW co PIPE ro�_._..--+� � � - - := __� ---Da--- -i SHUTOFF _ VALVE, BALL VALVE FLOOR DRAIN , ; � i b� MAX. 5 ALL VALVES, UNIONS, E iG. TO BE SAME SIZE A5 LINE SIZE � II ALL UNDERGROtJrdD PIPING $HALL 8� LOCATED BY CONTRACTOR FLEXIBLE WATER UNLE58 OTHERWISE INDICATED ON DRAWINGS. O RETAINING A COMPANY WWICH LOCATE) UNDERGROU ND UTILITIES �— - - _0 PIPE � 33"WY1 2 o a CONNECTIONS BY ELECTRONIC MEAN$. CORRECT ANY DEFICIENCIES CAUSED BY -� P�'IPE DOIW DRAIN VALVE 3/4 Y 24 GAUGE X101 OWN OCNRLTAUM 90C FLEXIBLE �' -- ' © PROVIDE UNIONS AFTER EACH SCREW TYPE VALVE AND FAILURE TO PEf�ORM 9UC-i�l VERIFICATION AT NO EXPENSE TO THE c5os) 2.a-0227 F ;g) 24a--1240 �, LOCATED ESS PERFORATED STEEL PRIOR TO EQUIPMENT CONNIECTION5. DGJiNER ON DOWN (WACT: C()i(Xtp AM) GA5 GOI�f1n1ECTICt�n -_-�-` ;}�II EASY ACCESS P'LUMBER'S TAPE �' MIN. ENCIRCLING TfaN1C --- i AFS ABOVE FINISHED FLOOR L1 FLOORRONT AND BACK -- _ _---- -_--- FAFG AIISJVE FINISWED GRADE I ELEVATION PLAN TYP TYPICAL VTR VENT THROUGH ROOF 2 � l.Ur4TER �4EATER 5Rr4CING DETAIL architect ' planner NOT TO SC510 N.W. ThirdALE DIAGRAMMATIC Portland. Oregon 87209 Phone 2413-1088 ROUTE GAS UNDERGROUND IG -� AROUND BUILDING -- I I NEW EXIS_ TING I - I ------------r— -T - - I 910000 Z ----�- _�a-� _ i I GAS PIPING UP IN WALLI -� 1 n F-4 i TO CEILING. PROVIDE I i GAS U 40~ BTU i ACCE99115LE 3WUTOFF II,4.�._ METER W r a AM cLAM I u u. VAL VE. Cl ® i ® — � --= PROVIDE SHUTOFF VALVE 0 W/GAP FOR FUTURE G- I :QA" PRV (FUTURE) V , F-5 - Y 11,4'G FUTURE 00 ' 40,0BTU FUTURE Ca 8m1�® B*U .m+�m URE c BTU 1'G FUTURE u (~— F-2 MCA* \� B FUTURE FUTURE 80,000 BTU [� -� 250,000 BTU A ITOPOL" 121x,000 BTU 2114-1 80 00 BTU I'G ]' 40,000 BTU VENT RELIEF FUTURE 1,2.G TO ROOF c"0' � � 12tald00 BTU O I'G ` s,,'G Irl'100lLlDI��?' adtt. 3�4'G ax T. CLAN T w■.xI�T. G _. I ply M 1 PSI (�/' OPP= DArcA�a DAYCAd G CLAM • AfIC1 03 (� AfIG7CLAN 1/ .111100m 0 am - 0 2 �l TDIW - a"T. PONT worse -�J C7 TOILETi j /xwrruck ..J.� mawCOW V Q � F-5 "Q :D 400" BTU C) -�� .moi. _NEW EXISTING � F-- L/2 Q GA6 FLAN SCALE: 1/16' 1'-0' N J O N R sheet title FLIJ "151Nr_3 CONNECTION 5C�4EDULE GAS PLAN DETAILS, MARK FIXTURE CW HW V F W REMAN4.4 SCHEDULES WC-1 WATER CLOSET I/2' -- 2' 4' __ t NOTES �- I—I ' j`�� II III C l I I I ! WC-2` W.%TER CLOSET, ADA I/2' -- 2" 40 -- SEE NOTE i FL.UM5ING EQI lFt""IENT JC�EDULE WC-3 WATERCL06ET I/'1' -- -- 2' 4' CHILD HEIGHT --- `- - _-_.-- --_____-.__._.____ ..._.___ _____.._ _,__.__..____.____�-- - -- --••- U-I URINAL �-3/4' -- 1-I/2' 2' MARK DEt3GRIPTION ELECTRICAL ___.____ -- ----`-_----�T-- r0 j e c t n O. -- U-2 URINAL, ADA 3/4' 2' J-- P GAS WATER HEATER: 40 GALLON STORAGE TANK, 40000 15TII INPUT PIR - - -- --- ----__-. __�- w5L9901 HOUR. A°+ME RATED TEMPERATURE AND PRESSURE RELIEF VALVE, 43.1 GPW L-1 LAVATOR'Y', ADA 1/2' 1/2' 1-1/2' 2' - _ � Cate RECOVERY AT W, RISE, GLASS LINED TANK, ANODE ROD: DRAIN VALVE - --- -- - SET TEMPERATURE AT 110' F. L-2 NOT USED -- -- -- -_ 03/02/99 BASIS OF DESIGN; A,0.SMITH PGCG-40 L-3 - LAVATORY'-` 1/2' 1/2' I-I/2' 2' -- --- revised Ed_J EXPANSION TANK. DIAPHRAGM TYPE, PRC-CHi,1RCsEG, STEEL OUTER SHELL -- L-4 LAVAtORY 1/2' 1/2' 1-1/2' 2' CHILD WEIGHT WITH POLYPROPYLENE _INER, 2 GALLONS VOLUME ACCEPTED. --- --- -- -- — - OASIS OF DESIGN; AMTROL 5T-5 I 5-1 SIN': I/1' 1/2' 1-1/2' 2' GP_1 DOMESTIC HOT WATER CIRCULATION PUMP: IN-LINE, OIL 1/20 HP WH-1 WATER HEATED 3/4' 3/4' - -- - — - sheet n o. LUBRICATED, 2 GPM AT 12 FEET OF HEAD, 115V, I PH NB-I HOSE 515 3/4' -- -- -- BASIS G'IF DESIGN: BELL 4 GO%ETT 11-ITTLE RED' MODEL LR-200 - - --- - -- -__� -� SS-1 SERVICE SINK 1/2' 1/2' 1-1/2' 3' FLOOR MOUNTED FD-1 FLOOR DRAIN -- -- +I-I!!' 3' -- - -- ----- of L�2I>E_ 1 M I. INSTALL FLUSH HANDLE TOWARDS WIDE PORTION OF THE STALL OR ROOM, Durham W.V25 BIJP99-00445.PLM99.00174 3 of 7 NOTICE. IF THE PRINT OR TYPE ON ANYIII 1 1 1 1 III 1) 1 1 1 1 III 1 1 1 III III 1 1 1 III III III 1 1 1 1 1 1 1 III III III 1 1 1 1 ! I III III III III 11 1 1 1 1 III 11 III III III ! I I III III ! I I I I III III ! 1 11 1 1 1 iII III ! 11 1 ! 1 1 11 ! 11 1 VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 1 G 3 4 ---� �. - -� -�- � 11/10 15 IT IS DUE TO THE QUALITY OF THE N(,36 ..•�,,.... ORIGINAL DOCUMENT 8Z EIZ LZ 91Z 9�Z 6Z �Z Z �IL O�Z BI $I Li 9t Sli tbi 1:I Zl[ Tt t 8 8 L I� Q ib E L 1, Lim ++ ll ) Illll lill�llll lllllllllllllllll ll,Il�llllillll�llll�lllllllllllll�lllllllll�llll llll�lllllllll�lllllllll�lllllllll�Ill II I II 11 I 111 I!►I !II I►II►1►►ll�llll�l!►1111►111►►111 Il ► 1 II o� + 1 I l I I 1 III l�IlIII 111!1111 ll�l�lllllll►11121!!►I►I�Il11 ►Ill�l�lll�ll�llllll-111.11111 .11l�, �; 1 , �1I� N 1 1 �-I T` � -S E� NOTA� Oi CG'NNECT TO EXIST INC. SEWER '✓ERIFY LOCATION. 1 - r PROVIDE PRESSIjRE DUCINI VALVE WITH I I ACCEBS I"DANEL ON EN"S ROOM (RN. 113) 81DE SUPPLY AT b°� PSI 3 OF WALL. LJFOOR m1�ESSURE TiC WATER15!/ 1-� Reg y�. SLEEVE DATER SERVICE TFLOOR F'EPETW-TION, EXPIRES 6/70/91) PROVIDE "TOFF VALVE AT 12' A80VE FIN15HW FLOOR A DRAIN DOUIN VALVE AT 18' ABOVE FINISHED FLOOR AND PROVIDE ACCESS PANEL ON WOP'ETI'S RL-4M MI. 113) SIDE OF WALL. CONNECT TO EXISTING WATER SERVICE. VERIFY LOCATION. u N*MST FW"* ou 8"m DOW 10011aLTAN18 m- (303) ZWO227 rAII (50.1) 246-0240 COIfTACT ORD HOW r M will architect + planner 510 N.W. Third I I I Portland, Oregon 97209 F I I I Phone 248-1488 CLA66 CLASS CLA66 CLA66 ri I I I I I I I'Cw I � I 4 4 ---- -- - ---- H-I I I I I'CW GPJ � __ � 8 "i4'HW FD --� I III COI _ ` z MECH. O 4*U) ��4'W -- Z=--Il ------- ------------- -9- WCO MECH. f,l V)4'VTR L7 1 I'C,;W 21Vs'V CLASSI— - =llmma €_4 W EXIST. WASTEII 4W ' 0 28VWCO _ WCO 2�CU — I 2 HR RATED 4 , I ,�-'p AREA SEP. EXIST. EXIST. I WALL MECH./ NURSERY21V 4 W 1 � 1 DAYCARE �� r REMODELED EXIST. ELECT. E3 OCCUPA I I 4'W GLASS CLASS D= � D 2'GW _ f`�y-2 CW - � 'HW � -- - - DAYCARE 1 -- - --- --- � �4 I E3 OCCUPANCY ® i iIC=1 I ® ® � Q HUJR © EXIST. _ O - -- -- -- RESOURCE 4'W L_1 - --' I U1Co CLASS I-., O Z 11/2'w ROOM - - _ LJ 1- _1 2'v ® EXIST. ' 2'CLIU ® L� L� - - - r- I ----- --- 1 - ---_ WOMEN O _ _ 1/2' J l,4� ul -- --- -- --- -- -- I J I _I I O EXIST. 4�1 2'V— 1'V 4'W 2'�.*TR ''4'%W r MEN L-i WO1'1 I I TOILET ME ICH. OMEN 0 D -- . -- - -- -�ij�W -__--- - ----- /2 HW WR C � I I X18T --- --- •Q 2'CW TOILET '� /� - I ® --- --- - 1/2 fill 1%'Hll1R I II — y -- I_.:r 1 — L� ux o O = 3 L.1 2'CW - - - - - - - - — -.� O MEN WOMEN l NEW EXIST. Vi �? =31 NR GORR. 3 2 CORR. CORK. ~ O ® ® �n 2' V) r O N IV) C7� ENTRY _-- —- — �— rw 21Cw - EXIST. CW , l �. sheet title PLUMBING � FLOOR 9 PLAN 1 ` PLUMBING DETAIL_ -� F'1 £,-GALE: 1/4' = I'-m' PLUMBING FLOOR PLAN project no. SCALE 1/8' • I'-m' — WBL 9'301 KEY PLAN date 03/0:/99 revised sheet no . P 2 of Durhim Rd.9725 8UP99-n0415,PLM99-00174 4 of 7 r 1 1 ♦ ,l a' - tE .. r,W,t b', ik.- ,,�.. a.a.. 'NAin ..._... - .. y .. -,-.i NOTICE: IF THE PRINT OR TYPE ON ANY T1 I I 1 1 1 I 1 1 1 I I I I III i l I l l 11 l 111 111 l 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I ill 1 1 1 l 1 1 l 1 I l l l I III III 1 1 1 I 1 1 1 I l I l l !l i i l ' 1 1 I I l l l l l ! 1 1 1 1111 I I I I! I I I I I I I t�I,I I I I I I I I 1111111 111 1 11 1 1 1111 11 111 111 1 V I I I 1 , IMAGE_ IS NOT AS CLEAR AS THIS NOTICE 1 2 I 4 I I I I $ :7 I IO I 11 I 1� y i+ ►__ _ _ l _ 1 � _ _ _ 1 _ _ I __ ___� �, 7 )(V,5 IT IS DUE TO THE QUALITY OF THE "" '1 fII �VIII I IIIIIIIII1�IIII1II,III IIII1IIIII IIII�IIII III�IIIIII II�IIIIIII IIIIlIIIII IIIIIif l 'If l � f lllll�llll�lilllllllflllllllllllllf 1Lill DOCUMENT Z (�i 6UIlfIL� 9bT 9� � Iil11 ! 111111.�'11.11l1�11111 Lilllll�lllli II�IIIIIIINII� S . ?o and Construction Services 9025 S.W. Center street P.O. Box 23784 (igard, Oregon 0.1223 23-'0" Phone: (503) 620--20 `8 .0a FAX: (503) 684--3636 -- - - ---- - -- ----- -- --- - 8 O -- --------- ---- -- " FIELD o -1 209.95', 12"OTREE i DRY DETENTION POND, T.O.A. FACE OF CURB ` T.O.A. FIELD FIELD I 08.47 07.911 __j_ _g;q_ T.0.A. 212.07' 211.62' 1 / II 216.05' _-_-j 15"O INE TREE / • T.U.A. -• ---- -- --� 208.40' T.O.A. FIELD FIELD El 207.48'- 213.35 211.05 � _ EXISTING CATCH BASIN RIM ELEV. = 206.38 3 SP INVERT OUT ELEV. 204.46- 13"0 04.46"13'0 ACOR�$EE � ! I ' - - _ ■ FIELD I ,t �ac ,-�? ,�• 9 .. 213.73 I I _ i • FIELD r FIELD I 4 11 sp 217.40 216.37' FIELD -i M � �• 210.66' i i ° • 207.15 " UPPER FLOOR ELEV. LOWER FLOOR ELEV. I 22 m FIR TREE i 4V'0 FIR TRFF 21 -4. 13' 213 . 15 ' I8P ;j1 41 ' ii • I 11 CURB TO REMAIN I \ TRASH Y2 .2 p ENCLOSUER 8'X1 .----_____��--1^.. �;_--_-_---------_--m----------_----------- _ _ ---- _ ____ _ _.-�____- -s _ _ "_.`� n • 3 sp 0' 0 FIELD - - 32"O FIR TREE • FIELD �{ A _._T__ ...._.__. . ` _ 208.90 ! 219.40 21 83 214.10 "'CJ �1 2,07.2 , I � a? 0 FI TREE �?1 .20' T.O.A. 1 ` FIEL 214.709"' 214.05' ' 216.6 � (3 FIELD _ � -- 9.45' '�__ ___�� y/ZNEW 5' WIDE O O Q' REM VE �� 207.2 - b'� ' I6'- 13'-0" Ib'- ■ Ib'-3" 20'-0" I6'-3" Ib -3" 13'-0" Ib'-3' Ib'-3" 13'-rte" -10" , SEDEtUALK 18,-0" I &-Sf REVISIONS: � ° Q I I' 12 ml-REE= 3©"-b©"b / (C�OA� � I i 2.13.95 OAK TREES / I ,)J' 1 ; 0 4A-- - / �. if ° O"15 O 16 2'FI r a, Iu . 'C8.680. I 21d O 21 I 21© �220.2 � - CATC BASIN II _NEW CaITCH E3ASIN220 N` 12 TREE ' __21cc .95' 2.00 � 1 ! D I 11 1 ' LANDSCAPE �.-_t NAND TO R�MAINr'I / O O if CURB 4 SI E 207.041 E�ISTING 3 Ir FI LD INLET r^ " Ek'ST1NCs ._ 13 11 i VJ M ! P 9 ' �7 P SP q�� 12 TREE GONC. "'" SP 21 .95 SIDEWALK 1 t ( ( �( ( ( 8S , 30" ATREE I (C I NEW CATCH BASIN ' � I 4)FIE' I 7,-1 O 1 _REMOVE EXIS ING ` o o CURB, SIDEW LK & PAVE i � T.O. 1 "2TREE " \ •21 5' F STAN ARD CAR , 1 3. RE95' I _ ti )FIEL �f _T _ --- I AND Y I 219. / ` 9' 8'_ "9'-0" EXISTING rREE '�y 150,1, 1 _ 14 SP ; PROD NEW A .MO EXISTING EXISTING ASPHALT 10 TO BE R MOVED 4 118�i I EXSTIN4 PAVED AREAS I EWAL T. A PAD REMOVED -- .1 i I hPPNG ` _Ori_ _ ._. _._ _ -_-- -__ _� �-_ _ _. _____. __.____ _ -� TT.!� - -� 209.1, 1 I _ I I N 4 - - - - - --- - - -- -- _ ------ + _ A DRAT ND ST t A. 1 1 1 1 1 i1 1 1 A. I' 12 I I i 21 /I \ i r i I .GERDOREGON 21 0' 1 1 1 1 11 ii I i ' - - q� ° .. i 1 1 _ ~� l A DSCAPE 207.1 / i \ 1 1 1 1 n P 14 TREE( INE) 5 P S 1 i 11 1 IN1 AND TO REMAIN _ 1 I I U 4 i 1 1,4 U fO i I 1 1 / II II i i X14.90 CLIENT: --' sss•s . i`1 /T'.-c-='�' i i '► I -- _. ... FOR MPACT CAR �,.yf � "' � �' • � \ � I TYP. REMOVE�,e /�-, i EXIS ING 'NSE ST CHURCH �`'� / ANDSCAPXIS l ND , �r-' I / NO PARKING PAR ING SPACIbS EXISNG i p� / TO E REMOBE CUPP k PAVE � CHnS ' REMOVE- ` fl` ' ;JG �:' ,1Z 1_I NEW CATCH BASIN PROVIDE DETF CTABL 4J REMOVE CURB AND PRO DE T.0. . WARNINGS AT E-ACH ND 5 CONCRETE SIDEWALK. " o ! il('ERD OREGON q NEW CURD E,.F'vIUVE E.;,ISTING 214 , `1-� NNDSCAPF ISLAND CURB RAMP MUCH EXISTING GRADE 10 O TREE SIDEWALK AND PARKING. I CRyOFTFIARD ...... ...+.... •�\ �y ,�` `. _- 1 I I\ \ I Approved............................................................ .P u 1 -1 � I I COrrdftlon�lh.' 4��'^" , I 11 1 d P 1 5 P S 4 S f�1 0 0 T Bio. 0 A. y 4 1112" m TREE 12" O TREE i ~ I� -...... ... ....... .[ 4 , , �� - - -( •= -r f'--- __ _ _ T.O.A. 21`03, - - __ - �_�__. -: r �_-__ - -� ,� ','; ... .. .... .. 1� ;;c)te: 1 � 95 ' ' 1 " 'C „ 0 ° 215.65' 0 „ n o " o / ,.i r �rN awn_ O -REE 20 O TREE 1 H 0 TREE 15" 0 TREE 15"o TREE _ 1 H 0 TREE _ 18" 0 1.5 0 TREE - ��" Job AdL!1 : ' --� J' ` cale: 1" 20'-0" • T. A ( TR NC ) T 0. (E1�'r7 N ) _T.-- -,-- _ _ j j_- - ---r-- - -- M _ 1 1_ 1_ _. �L _ Ay. _ D:!A: /Y 7 ���/ I Drawn by. Y.s POWER POLE ❑ POWER POLE o Checked by. AN _ -.W��-- -----5-- -- ----- -- - EXISTING FIRE HYDRANT METER / Job No,. CHURCH DrawingNo.: SITE SIDEWALK S.W. 98th ST. 12' UST BE, ON J0B SITE. �` Iii:"� APPAOV�D F�rJ.,M Iye I 5. COMPACT 18 - �� STANDARD 105 SITE PLAN __-- N.C. 6 -- 1 _----._-_-____-- 1 lir' TOTAL SF14GES 1W 1" = 20'-0" Ifs• PAPKW. NItH DACV, MARLED PEPUT 0f&Y VIOLATf1Siti St", T TO ^ TORN(; 11�UE'� � LAND \CAPING ARE4 ',4,000 SF. ('A0%) a OILS W .G20 AND FW _ . PARKING 5f=ACE ARE., 65)000 SF. (50%) LIP 10 0250 t"NA GILD. AREA 11,4k 0 6F. (10X.)__. ORS �' ' �'-- TOTAL 133,400 S.F. Durham R& 9725 lBUP99-00445,PLM99-00174 1 -- 5o 7 SHEET Sign Brut ground: { 1 NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 lit I j l III III III 1 1 1 III III III III III III I I I III III III III 1 1 1 1 1I 1 1 1 1 III III 111 III III IIIA I III III III III III III III III III III I i I 1111 III III I I I I 1 1 1 ' 1 1 1 1 1 1 I I I I I 1 � ZI ! 3 -! ! 4I- ---� 5 ! I I6I I I �I ! I ! I ! 9 I 101 I 111 I 1ja IMAGE IS NOT AS CLEAR AS THIS NOTICE, - l 1 l - t 1_ _ t _$l 1 - L _ - -- -L - ------ /,( IT IS DUE TO THE QUALITY OF THE No 36 wow_ ORIGINAL DOCUMENT 8 T 8 T L T 19 T S I 6 l El i T T T i 8 g L 9 4 fi I �� I �T 9iYUN I ds elzl ez 1 LZ sz z idz till I ° I I II I I IIIII 111111 IIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIill illIIII1 1111IIIIIIIIIIIulI 1IIIIIIIIIIIIlllllllillllllllllllit, 111111111f 1 I lilllllll IIIIII►, IIIIi illllillllll►Illlil. lilllill I Ji lliIiIIl1► IIII► I II 111111 III II I. ISI T I INV. ELEV. = 206.05' and Construction Services Inc. - - _ _ — _ - - - - _ - - - - - - - - - _ _ _- - - - - - - _ _ __ - - _ _ _ _ - - - - - - - _ - - - - - -- - - _— _ _ ___._ _ _ — - -- - - _--SLOPE -- 1.55% --- - I 9025 S.W. Center Street P.O. 60Y 23784 _- ------- - -_ — 136' L.F F. 0 , Tigard, Oregon 91213 DRY DE-TENTION POND , r----------------, AREA=657 S.F. I Phone: (503) 620--2086 ELEV. AT SOTTO OF POND=207' FAX: (50i) 6R4-3F 36 Ii---------- --___-----i I 1 I NEW CATCH BASIN -- EXISTING CATCH BASIN 1 I T INV. IN ELEV. = 208.67' �� RIM ELEV. = 206.38' I 6"0 PIPE / INV. �T-jB" .---208.67' INVERT OUT ELEV. = 204.46" 1 i IN ,; e)UT (6, ) ELEV. = 207.1 1' I INVERT IN ELEV. = 204.60 I i 1 I 1 I �__—_—-- - 1 I I I I I L I I r---------------------------------------- .� L-- ----------------- ---- I I ' I I • I II i 1 �•,� I I • I � 1 4 I � I 1 In I I N I I I . it D L-----------L__1--------«------------- 1n -_- -__-_-� I .---- u • ' z- I b' SIDE WALK I 59 I I � I ~ I \\ Q LIGHT POLE BASE \\ r I - — \ / I ---SEE DETAIL 2 I .,-` I Ik \\ // \40' \ Sl_OPE=1.125 PIPE INV,=210.07'— _ —y�� I O `• \ II \\ /�- - \ C.O. / 6' LF.- 100 S30 LF.1--100 - - - T �� ---LIGHT POLE BASE \ ♦ +� C.v - - - � _SLOPE \ �` \\ // eft DETAIL 2 \ \ F� 1 Q 1 16"0 PIPE REVISIONS: I II \\ ' ,•/ I / \ I \\ ,/ / / PIPE INV. = 211.60' I NEW CATCH BASIN I � NE.W CATCH BASIN / �•�M ELEV ,214.5' 6"0�� 6"0 PIPE 151PE INV. _ '213.5/ \ I Q I I I..TING FI LD INLET - U) I - - - iBASIN---- CL) — p - _ — NEW CATCH II, \\ // / \\ \ \\ // ► //126 ' ' / !> I 8"o P!PE W LL. �,/ \\ // o I - LZx"T POLE BASE . T / SEE DETAIL (I / LIGN POLE BASE \ / SEE ETAIL 2 \\ I \\ i / 1 /SEE Dr ALE 2 N� \ EXISTING ASPHALT PAD REMOVED V SLOPS \ \ �r / ,` f-----I ' ,I i,'ROJECT: ----_---- _- _ p D NEW AND EXISTING PAVED II \\ �4 2, ► ,,5 a. AND STORMDRANV r' , I y -- - r ,CARD, OREGrj ,14 `\ > NEW CAJCH BASIN 1 RIM ELEV _ 214.4' 1 1 \ INV. OUT - 213.4' I i SOUTHWEST CHURCH OF CHRISTI tICARD, OREGON zT �r77 T77 S. N. 98th ST, - SITE PLAN ' - " - �1 '. 5 SQ `kale: 1" 20'--0" i)rawn by. Y.S �� ,-• "hecked by JRN Job No.: CHURCH ►+,1 D urE R► , p..1 Ts V A.L.L x A -,,rowing No.: SITE2 4 b" GONG. EXTRUDED CURB. 0 ! pUT6i1 'Cor L4!,, 1~r� ►lo Nib - �- 1..IGNT POLE LONG SWEEP '� Gp�~I�c�T*D prem (�vv L; ' I r4r: ----- 1"0 C.ONPUIT F'Ur. JL 4-3/4"# ANGHUR 210.x' 4(MIN) ~ 2' -- BOLTS X 2' LONG-.3',1" EXP05JRE 'E><19T. ELEV - -- _ �� —Sti wscL�r0 49M0.,- 1 ABO`,✓E GONr:. - VE RIF'r BOLT pn. �.-1 gs►c:.�uas (%`�f H A PATTERN WlLICst4Y MANUF. 11. -- - -20'11"11 N i 048PWALT-� , - __ _ E30TT. ELI p G nom�, V2 (2lit 4•' Ito, , 0 .; .• C] nov L b t��IesG;�N L.Giw 3/411 GRtlSNE D FeOGK�,� I'- Go.po•G ►t� '11('`24 �PatL� r,Ar1t CK INC' pp T --- � R�T� _ 6 �3 114, CONPOOPS E'/ENL'r PACED BAZE n+>) �i 7 - I C15�> I�a l�r+T -=--- - orz •Prk ane n E4u —-� _. _ Durham d.9725 4 - 04 PERT. BUP99-00445RPLM99 00174 6 of 7 _ CURB DETAIL LIGHT POLE BASE DETAIL DRY DETENTION POND DETAIL 4 CATCH BASIN.,D_ETA,I,L_ SHEET SCALE: NONE SCALE: NONE -- SCALE: NONE SCALE: "TONE St 11lllllltllllllllllllllllll Illllilllllllllllllllllllll ' Illllllllllllllllllllll ! IIIIIIIIIIIIIIIIIIII �y I� C NOTICE: IF THE PRINT OR TYPE ON ANY I I � I I I I I I I I I I III I I ISI I I I ' I I I I I I I I I IIII III I III III I I I l I I �I I I I I 1 �UI I I I I 1 1 1 1 I I I I 11� �(,�/y� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L- -- I -Tit - I -- �_---.I _�L—__ �L- I_ l_. I 1 I � - I ��L __1. - - 1-- - _.� - --- - --- � No.39 0.*nn- IT IS DUE TO THE (QUALITY OF THE ORIGINAL DOCUMENT t1l; 8�z9t. Illllllllllll11ill111III I IIIIIIII I��11�I�IIIIIIII��I l 1 iry ..._.... ._.....�.-._._._w__._w____-.._..__w..__._._.._--•-_-_.__...waswww._--w_•-•---`----�_.-_.�.--..._..._wr.--w_»-_..�-_.-___.-�_..._._._._--..�....._._....f... ._._ ._-.-.__ _ .._.._..•.__..--.....�....._.--_.._,..-.__.... _...__......__.__ .__.._....-...-.._...__._.. _.. _ _- _._.......-.� _.............._-......_.... __ 1 Ilt/fl fRbnl illalR-i 16- -_ } � •�• 1 � _ ;4 ' air eup,R+a+,.•'1n Rn w .IRY t;ETENTtO►v POND -___ -_ --_ -_-------.�. � f.n"M� -- I a °' rhrl% ,. -• and Construction Services Inc. IrnalrX w qu,v 90.5 S.W. Center Street s P.O. Box 23/? LL� — i i I Tigard, Oregon 91123 _—. Phone: (503) 620 2086 i I i � ----------------� � + . . ....... t I r O.X. 503 684 V09 . I I I •Mu t , r 5v 4-..,cawµ,w I W,uf.Ri a I.nn•r w i e 09-1.ft., W SVR•i F'R ' Mary tx>lenrn of fllltr rid r ! 1 lam_.—._.�.-_._._- ... .. .. 1 (•-- _-..__-- -- -------„ _I �w • ruIM1) I I � I l i I ria.twee • T�T►rl%p.\�V o ra►n car q,ry •o ....1 1 , 11 •------------------•--------_-----•--'---_----,--------_. --------------------------,--^-----T� ............. _.------ -I n _ ' I 1 1► ` '<r; ��� yt '° I ,�� -------- Erosion Crmtml flans Figure 3.3 _ Sediment Fence Technical Gwdance Handttook 14.10 Storm Drain Inlet Prntrctlnn 10 r_ To prevent sediment from entering storm drain systems prior to cc% , I `� /% �I �s! I 1l I �- permanent stabilization of disturbed area. ' II.\ r/% /� //.•� �•` '`}` �` // IlYfi �! `` '•\` L...---- - 1 li , I � 4..�---h4Lt�__sIs!`�9�1t! 1 � 11 I �onditi n 1Y res f I /� I , `♦ I � / / / �` 1 ---- _� I Q Where corm drain inlets are operational before porman►nt ,� �� 1 `� ' / I /i �� I _ = stablllzanon of the distufbed drainage area • Ad r►nt to and Immediately du•v+shill of utility ty mn.nurtion in II �♦ !/ I % / /x / �♦ I _ existing paved areas with catch basin drainage. 1 / , I r---------- %o ' II II ♦ i /I 1�, / I/ // �� �� Design criteria r�nri specifications for three recommPnl(ed alternative ?� alalia: ! I �• / ,/1 ! ♦ ` 1 1 I methods of storrm drain inlet protection an pre-writed no Figures 1-9 A. IL cli r•--------- • Berms may be required to direct drainage to flow thrrrrgh the filters `�\ / /// I /// ♦�\ I �\\ �•�, /// i/� and prev,•nt bypassing of the inlets. • At no time%hail mors then a one foot depth of sediment to allowed to accumulate ■ ainst storm drain inlet protection measures. f I I Sediment must be removed and Inlet protection measures restrwed as needed to maintain their sediment trapping and Filtering capability IIS // y/ /, ♦\ act �� // I ! /, �` I Standard Nates for.eddmient F N. The filer .rabric shall be purchased In a continuous roll cut to the length of Ilj,\ (�j ��, i �•,` �. I // /, �\ I I the barrier to avoid use of joints. When joints are necessary, filter cloth shall / - �L� ----- - ii,ed m ether ol.l at a support post, with a rrummum 6-inch overia I I 1_ 1 11 `� it j /'% \�♦ \�� !, ! �\ - - -- -- _....____- -_- _ ._. .---_----'--.-_. ___ _._ ._-- -I-- 1 ___--___ -.__r l SII and both ends securely fastened to prier. p f V ! !" �`.\ ��1 r/ — ♦ - - ---- -- - -- - The filter fabric fence shall be installed to follow the rIntnurs where feasiole. The fen, poet shall to sf+acrt.l a maximum of u feet apart and le / '' r I !/ 1 v securely into the ground a minimum E in . / t �� ., ( I do M ser-u a gtou o 30 thea I A trench shall be excavated,roughly 9 Inches wide by 12 inches deep, ' II• --- �r JI !� !. " I % r 1L ' I upsiope and adjacent to the wood past to allow the filter fabric to be buriM. When standard strength filter fabric is used,a win support fence shall be fastened securely to the ups"side of the posts using heavy-duty wire r/41 , staples at least 1 inch long,he wire or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall nut extend more than 36 inches I PROJECT: above the cxiginal ground surface- / 1,�q PROPOSED NEW AND IF standard strength flier fabric shall 1x stapled or wired to the fence,and �/� AREAS p��� r/{ 20 inches(4 thT fabric shall be extended into the trench. The fabric shall not E� PAVED Af AS "�• r,a extend more than 36 inches above tee onginal ground surface. Fdter fabric ,h,lt not be scapkad to existing ten,. I AND STORiuIDRAIN PF140 � � `:�\ ��`1� I I I I I i=•� 1 t I I l 1 1 , � I/a j ---- --- i \Vhen extra-strength filter fabric and d,.gw poet apeang are used,the wire t GARD, OREGON mesh support fence may be eliminated In such a case,the filter fabnc is supled or wired directly to the pasts vnth all other pmvisiotu of the atx,ve it li I i i i L standard nets for standard strength filter fabric applying_ 1 - - I �,,,, Sed crit fes\co shall be retroved when they have served that useful ret rpoat - -` - ---- _ _�_ --�_-__ � __._.-:- -- I I �'--.- - `" / Pu Sedimentfences shall be ins lope area applicant/ccxtmtracmrl�rnmedl�iatel IF petted by pp / y - �_ -...,:- r r .. .. P geed rainfall. y required I-F TF1 _ _ _ /'� after each rainfall and at least dally during talon AnSOUTHWEST ��� ��fifi r ( r � f r � `�I' 1 r 1 r "I=\ - •_FTL_�T T�._ _7�_1--��._L_ _1._�.. L��� L J 1�1 • l - .� . 1_ �-1�L _._ _ _7-777T � rep.us shall he made ta,rttediatafy. OF CHRIST - -- Ii>»GQbIMENDELMAdI2ARD Nt7ILS FOR lrmotl .�QLiLANS GARD, 0REGON 3.4.2 Temporary Sediment Fences Approval of Inds ernsnm/sedimentation control f1r+C)plan does not lonst ! 1� .EROSION CONTROL PLAN t location an approval permanent road or drainage design g size and -- _ -- IoxaNa,of roads, pipes, resMdon, ofaannela, rstentlat (atilitles, utilities,etc.) 1 a - 2^f JOn To reduce the transport of sediment from a construction site by till providing a temporary physical barrier to sediment and reducing The implemetation o/ these ESC plans and the construction, maintenance, runoff vg a tees replacrmrent,and upgrading of these ESC: facilltlos Is the respmsibillty of the appUcant/cruitrectcx rtrMI all cnnstruc-tlon is completed and apprr,vrd and SQl1Sj1tL42f_Whert PrsctlCt :�[)Cy� v"It don/iands"ping is anteblished. - • Dewn slope of disturbed areas where runoff may occur as sheet The boundasin of the clearing limits shown rm Otis plan shall be clearly Date: C\ - :_' / Q runoff flagged In the field prior to Lmsuvirtion. During the construcbon period, no n ,r disturbance beyond the fagged dealsing limlts shall be perm►tW. The Scale: 1 = 20'-0" • At the toe of sW stack piles. flagging shall be maintained by the appllcartt/contractor for the duration of construction. Drawn by Y.S • At intervals as indicated on Figure 3-1 akmg the contour,of large The� facilities shown rt, this plan must b.•constructed in conjunction Checked by JRN disturbed areas- with all clearing and grading activities,and in such a manrwr as w Insure that sediment laden water dcxs not carter the drainage system or violate applicable Job No.: CHURCH • At grade breaks exceeding 29% water standards. v, • Fnilowing discharge from a sediment trap or pond. Drawing No.: 5ITE3 , The ESC facillNes ahosrn on this plan are the rnitrimum requirercrertb for anticipated site conditirts». During the caru.tructlon period. these F.5C -- - --------_�_-._ -_._ • Sediment fences shall not be instAl". arrow streams fecilitles&lull be upgraded as wetted for unexpected s•onn evsnn and to S.f1tCf�#LSQtSI[IG4.SILLFI! •sure that sediment-laden water does not leave the she. • Sc-Figure 3-' t,,r details • The ESC fndlities shall be inspaccied deity by the apppplicant/mritiactor and "ritained as necestrary to ensure their oAntinued functkx%inli • Maximum sheet or overland flow path length to sediment fence •s • The ESC fadlitles o n insetdse slles droll he inspected and maintained ■ per Figure 3-1. tttWinum of ono s manth oe within the 48 hours following a storm event. ` • Selection of filter fabric tensile and bursting strength characteristics R At no time slull more than one foot of sedhne+t be allowed to accumulate dep reds on the!support fence. Fabric attached to chain-link fence need within a trapped catch basin. Ail catch basins and conveyance lines shall be not poss¢sx the same strength as one attached to a fence of[¢by 6-inch Idrned Pry to paving. rhea cleaning opttratltxt shall Riot flush sedlarent reinforcing wire (+election is thus based on standard ergineering laden water lob"downstra mt sytta�r. principles. Synthetic filter fabric shell contain ultraviolet ray inhibitors and staMllzers to provide a minimum of 6 months 4 expected usable Stabilized construrticn sntranoes shall be Inatalleai at the beorming-4 t construction life at a temperature range of 0'F m 12(rF cotrstruction and maintained for the duration of the projert. Addida al • All materials to be in good physical condition to provide prnper mkerum may be required to inhere that all pavel area are kept cream for the , sediment retention. duraticrn of the project. • At no time shall more than a one fort depth of sediment ter allowed to accumulate behind a sediment fence r•ediment should he removed Durham Rd.9725 or regraded into slopes, and the sediment femur repaired and re- BUP99-00445,PLM99-00174 nfablished as needed 70f 7 SHEET 13 rlll � llll � ll � lll � � l � l IIIIIIIirTllllllllllllllllllll�llllllplllllllllllllllllllllllll .P . NOTICE' IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I i I t i l I I I I ( I i 1 1 III I 1 I i 1 I I I I I i I I I I I I I I III III I I I I I 1 1 1 I I l 3 4I l I IMAGE IS NOT AS CLEAR AS THIS NOTICE I 6� _I__. 1._ L ____g1 ._ '_.— 70 IT IS DUE TO THE QUALITY OF THE _ _ No Je IA`""•-1'-:+"'• 111 , ORIGINAL DOCUMENT £ Z 8L LZ 9L Z 6Z SZ Z tZ Z 8t 8t Lt 1 9�t 4't ibt S�t Z�t ttI �t 8 i8 I jG �9 14 I �ib I E Z �t�IYIIAI ' ' ' I IIIIIIIIIL1111111111�111111111�11u�11III IIIIII�l.11111.�1�111111L1I I I I IINIII � �111111111111�1111�1111�1111�111111111�111111111�111�11111111111� Ill�llll � �� 1 I � I I I�I 111111 IIIIIIIII IIIILIIIIIIIIIIIII II ��� �I II ►IIIII llI�ILIIIILI1�ll1►llllll►111111 I�I I I III III�IIII II II�IIII II III�IIII IIII III II