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12703 SW 67TH AVENUE-4 1' XREF-LIS, a o- -- l.lScole:i .--.----- PRO �� ; �Q� t1G1NgF � Rwohrd V 4' 5232IDIE I : 'T 'p N1 BYSl711xb0 D842036 � N LOBO2 STAIII#nM, 7� 15, U��� DESIGN INC. rye STAAIIpG/D VV (3717 1 VIE10 D 90.45 SK Barbar Blvd. EXPIRES 12-31-2004 Suite 101 E Po503 d225R 679 9 � TI GARD , ORrwi* 0 CIVIL ENGINEERINGCONSTRUCTION DOCUMENTS Cn %.- x x At IQ sull�-tw4iRg 4 s1 = GENERAL NOTES21II � '' {{ IIS - _ E � `Q LOCATION - 1• ALL CONSTRUCTION SHALL. CONFIRM TO THE CURRENT STANDARDS AND SPECIFICATIONS FOR WASHINGTON � � ; ! � 0 �W He cmos� Ny i � • a COUNTY AND CLEAN WATER SEfdVICEs, THE UNIFORM BUILDING CODE APPENDIX CHAPTER 33 EXCAVATIONZ �..i �► L AND GRADING, THE AGREEMENT ALLOWING DEVELOPER TO CONSTRUCT PUBLIC IMPROVEMENTS. AND PROJECT I tri xrst. eo I ! N LQ S F �nklin, co SPECIFICATIONS. I �_ 2. THE EXCAVATOR MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571, INCLUDING NOTIFICATION q I 4 F ,', I OF All OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS I � = :_ I i �:. . S O anza ga a4 a.! I -- _• i--� r,,�. DAYS, BEFORE COMMENCING ANY EXCAVATION. n ( I I I c a, �� 3• THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING SEDIMENT TRANSPORT WITHIN THE PROJECT LIMITS, r }I + Ha m� o n y-1 I d j ; _------ ---1 — USING RECOGNIZED METHODS FOR EROSION CONTROL AS APPROVED BY WASHINGTON COUNTY AND THE � �-- 't i ,��'y I' - UNIFIED SEWERAGE AGENCY. i 1I �' --_----,.._ �M f Url I � c�' i I � I,�.- �.— —••...-� � ��e xis::.w:�x x�.-rem n�a �s.xax au�::w�:�a ar•.^ arm�^•�-u; � 1 i I 31 T a 1 4. THE CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MATERIALS UPON COMPLETION. ( --"~✓—--_.�w __-`� - -^~� ~ ^�- , I • L,�CANEAiM1'f[eR � � I k i � 1 5lN Crl euar S�;'.. j I I I ,u 5. THE CONTRACTOR. SHALL COORDINATE THE INSTALLATION OF THE UTILITY SYSTEMS SUCH AS POWER, a` `�"""' ��`I"TM + v i {i 1s;' t I temple VVav TELEPHONE, GAS, CABLE TV, ETC., WITH EACH INDIVIDUAL UTILITY COMPANY, PRIOR TO FINAL INSTALLATION�U'arrtis 51t �' ,� _.___. OF TFIE SYSTEMS. 6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND OTHER 6 PUBLIC UTILITY STRUCTURES. THE CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY TO ITS ORIGINAL ' SVU F it S i CONDITION UPON COMPLETION OF WORK. � 1 I I- 1 ' 'w -I # y i '• ,°'r' 7. TEMPORARY EROSION CONTROL METHODS MUST REMAIN IN PLACE AND 9E MAINTAINED UNTIL PERMANENT - : EROSION CONTROL METHODS ARE IN PLACE AND OPERATIONAL. !` �� i! M,a~ _ �. . rl {�► IF,°,� I . jay{j} I + i C 8. ALL AREAS TO RECEIVE Fill SH�!LL BE STRIPPED OF ALL VEGETATION AND OTHER DELETERIOUS MATERIALS. ' 1 I g D ` � z ALL SUCH MATERIALS SHALL 8E REMOVED ,-ROM SITE AT THE CONTRACTOR'S EXPENSE. 1 2004 Yahlmo! Yrs ttW lu I� C�l4�� li�ry iftr T'♦sholol� Ftp 'e'16�W I + _� � ; .a,�..: I ill: � + v 9. ALL NONMETALLIC SANITARY AND STORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE INSULATED 12 GA. GREEN COPPER TRACER WIRE THE FULL LENGTH OF THE INSTALLED PIPE. '` Q1 ' ,...,.,. ,�. .,,rr eaomws j,etwr,�a �s.••+m�•t :��- :era.:.asy n� { V 1 CINITY MAP 10 ENGINEER RIANDSTH S CITY ENGINEER.DESIGN CHANGES SHALL BE MADE WITHOUT PRIOR PERMISSION OF THE - • , �; ; .gin. ` OL. ff I IL NOT TO SCALE 11. A FULL SET OF THE APPROVED PLANS WITH ALL CURRENT REVISIONS AND AMENDMENTS SHALL BE I i r > `�-' }-- . (MAINTAINED ON THE SITE AT ALL TIMES DURING CONSTRUCTION � --- i ► � I 1 12. ALL FILL SHALL BE PLACED IN 120 LIFTS AND SHALL BE COMPACTED TO AASHTO 95% DENSITY. THE CONTRACTOR SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL FILLED LOTS. TEST REPORTS SHALL ' BE SUBMITTED TO THE CITY AND TO THE ENGINEER, PER GEOTECNICAL ENGINEERING REPORT. I 1 d > X I CI V I L ENGINEERz (S) I DL DESIGN INC. 1 1 9045 S.W. BARBUR BLVD. SUITE 101 co PORTLAND, OR 97219 (503) 225-1679 PROJECT L COCA T I CN W CONTACT: GARY DARLING. P.E. SCALE: 1 " = 20' Q 1 10/31/03 TDM i 0 P L A N N E R 2 DAVID BISSETT & ASSOCIATES 2/27/04 TDM AZ;) � E E � I N ID EX 322 NW 5th AVE. PORTLAND OR 97209 (503) 226-6785 Co COVER SHEET CONTACT: DAVID BISSETT 1 2 CIA EXISTING CONDITION & DEMOLITION PLAN 1 2 C1.2 HORIZONTAL CONTROL PLAN -- o D E V E L 0 P E R 1 2 C2.1 GRAD I NG 8c EROS I ON CONTROL PLAN Z SPECTRUM DEVELOPMENT 1 2 C3.1 UTILITY PLAN 25115 SW PARKWAY AVE. C3.2 DETAIL SHEET - BLDG. A, SUITE C Q Q C4.1 LANDSCAPING PLAN - — WILSONVILLE. OR 97070 hocked By (503) 570--8828 Drawn Wc TDM CHID ti CONTACT: KURT DALBEY W Project Num Issue We oARCNITECT 0biO4/03 `" FIM Name � DAVID BISSETT & ASSOCIATES APProvec .�/1.:?CIT�� OF TIGAHD Drawing FI wo .�! : (74 p DPBISIIDD+� 322 NW 5th AVENUE �..................... Conditionally Approved.....................................( 1 0 4 PORTLAND, OR 97209 C, For only the wor as described in: 67th Ave. 12703 (503) 226-6785 F'ERIAIT NO. 'l oo y —QoOo 2- slTzooa-0000s Soe Letter to: Fo+low..................... ...( ) I 1 of 6 ................. CONTACT: DAVID BISSETT Attach ............ ..�..�..� �.....�,W.....( ): ,InbAddreSs:.�f0?�L All, 0 �7•�:j}��1}�01,�l Date:1-1 0 N co 0 af ' w I it'll Ill 1101111111 41W ""Poll I.._,. ..y..:,. i.. .rreA:_.•.xn- �npm r'^L7nRpjr{gl )} 4 NOTICE- IF THE PRINT OR TYPE ON ANY r rli � t � lillll IIII � II I� III i wjfl1 1l1jl 1111111 r1• 1TT11rt illi l Illllll IIIIIII Illlill Illll I � Itllll Illllll Illll �l 111(1 Illl � ll �l 111 ill ljl ill IIID ( ( 11 � i 1111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I ] I I I I 14 I r I J I 6 I I $ II I �0 11 1____ _ l _ ___( _�_ �'I-__ _1 1 -_ �1 _-_I __�_ _ _ J IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT £ 81Z t3Z LZ 9Z Z 6Z EZ Z I tZ O7 8i 8L LT 9t SC 6t £T ZT TT �I i 6 t3 L 9 Q £ Z trre ►� ���� �III�IIII ►��� ����►���� �������►I�III ��►�����ITII ��►� ��►���������►����� ��������� ���► IIIIIIIIIiIIIIIIII •��►► ��������� ll�►iII � �� 1 � �1i l �� � � � IIIIIIII ���,•IIIiII,11IIIIIII�Illlll►�►��� ��I�I�►������L�l►�1�u<<���L XREF LIST Usccole:1 • v�\�G 1 N BS�v/O PsKecole_1 52321 lJwohaa ----- T aS01100 N BI oIIx" ✓qN D0424X36 1 STAAIPIDM DESIGN I . ti� D. � �,�,::oM:d / 1 -- — / ,� I , 9045 SW Barbulr Blvd. tXPIRES 12-31-2004 STAMPOD I� '� � (' •�-l0 °� Suite 101 SCALE. 1 —10 SCALE. 1 — Portland, OR 97219 I f5 503) 225--' 9 c 2 167 a 10 5 . 0 r0 I 10 52.50 10 ....._. _:,n a.a,. ..r....s.._v..vw, .oa6 \ • . :. .. > . .a„.,r ..vr.. •.. .,aYrs>n.IiJYWY�.-Y MtM Y{lI•. 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"�.... -_._._._.__.Sp—_ ..._.._.__.___—_._._-._ -_-___....._____..._.._....__ __,SC+_...�_„•�_ _..__.._..e_.__..._.c,�j.____—__.._.__.__,....__...r.—_. _�aL� SCS �. �.�' "_ _ ��.�I..r)� _...�.._. ..I �1� W N, "O. / cri .. ,.... _.... _-.. ..... _r. .._.. .. «. ...- ..». ..... .... .�.- .-. ..,�.M a_. ..... •.... a ... ...,. .._.. _. «.. ..._. ..... .... ...._ ..... _.... ._.. ...... ._.. ._ xr.. .... ..... ... .._ ..•.. _.- ._. .'+i�iyw l� -•-.�._q. ;.ey.P. �P - . -.r,.r . STs-(P) "cn � — c a x ae i 7 -1 c X SW 67TH AVE. SW 67TH AVE. %_ IL (PRIVATE) (PR I VATE) W 0 0 U Ila X. �E SAN. MAIM .. _.-_•-_____....._--------�._. ....__ �•---^-._..._.._..__..._.____._...._. ^C,.,..__•. ss I ._._»_._...•.__...._..._....._�5�.�__...._._.........__... .._,�._,..... _ .. _tJ��r�. ���IY MAIN .c.}� EX. 12" WATER ( I WD) V EY. 12 WATER ( .VWV) oW 0w Q X. C;URH "T�F`.) " Q :x. 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T-1�.....___.�_..._.......�, _.....,•.......:..,....__�il....__......,.___..__.....,_.._....,_.._... � .+�r , .._ 1�h;' ... .___........._...._..a... _,.«....,..._..� ., _.... ..._ ,�.,i .,.......,__...........�._.,_..._.., ..,..,..., ter ......_._.,..,_..._..._.«,_... ... .��_ _.'y�..... W EX, 12, WA r ER C I T'� �";:F T I GARL3 f � � � , �l w J EX. 12 WATERS C I TY ��� I C��1f��.r,; N � ~ C' V J! �:X. AC EIS °�fEWAY � I I ��' � >, OR E'�A' re a �', •�' REMOVED PER APPROVED � EX. CUR TO 1 l REMOVED � APPROVED � I I D :MC �� ': BE REMO�/ED "' 11EIG� PER � '� EX. WAL ' TO ' @ ! 1 _-.------ 4- 00%4N . _ ! 4 ' BE REMOVED � r EX. WATER SERVICE !f f f I I @@ I- i SHALL BF PROTECTED f f f _,....., 1 f f I ....... R „ .;^''�� ,,,,�° f EX. SAN TARY LATERAL f1 EX v 4 Wl fi (APPROX. I I @! _.X. /4, WM (APPROX. � �@ I� f f fI II Lt)G,A1'1 QNf '- SHALL PROTECTE a3 Lr.�CAT I ON) w 'il'' '� �, ., _” _ �@_ � •�' 10, <4 X. ►.L�Gs�.`I I O `` W Y At"I' r �_ 8 1 I 9 I �---- EX. KE''1:S a O 4EI I gg S E'�. f I RETA I IN I NG Jill I I $ I f BETA I I+ I NC ... fI l AL. � f I I --I l QUj it :I — EX. MOUSE REMOVED I , � f -_ I II i Ek HOUSE REMOVED It I PER APPR$�VEC1 sEMO I i I 1 f I -� I ` O , f U ( 'I'E�4' 'r"R+D'9lE�� DEMO I 1 I Q ff .4 ; I 1 1 fry II X -1 �- i=xlSTINCs ff ut t:) J ( EXISTING EXi5TING fl w I ti I M of xi. Irt }•-- }-- (='A1 INCx 11 f q I I I PARKING PARKING 2 FA I N G ,{� LCT { I j I L e-r I_OT II Q I �� I 1 j.T v It It II I cr (� rn LU II r I I I I � ! I f , '1 � �-•- I � � 10/31;os TDM i I 2/27/04 TDM ff it( a r� @@ EX. GARAGE REMOVED I ;f ' j EX. OAi'2�,CE� REMOVED j @@ PER APPROVED DEMO � If PER APPR�',�'���:D OEMO i _J LDm.. ey CiMCk yBY GID Project Number m 81511 Nm Date 06/04/03 0 o, Drowtrq Rio Name b DD-BISIIDOCII cri EXISTING CONDITION PLAN. DEMOL 1 T ION PLAN ' slr2ooa-0000 2 of 6 SCALE: I " = 10' SCALE: I " = 10' ; 0 m Q NOTICE' IF THE PRINT OR TYPE ON ANY I ' IIII 1111 I; I I I I III III I I III I I I ' I I I III III III III l I l III III III 1 1 III III III III III III III I I III III III III 111 III III I I III III III III III III I I I I I I I III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE "°''� o I $w ORIGINAL DOCUMENT r 8Z 8Z L7, 9Z 9Z irZ FZ Z TZ OZ 8I 8I GT 9�T 4�T 6i �Et �7.T iT II� i 8 8 I G �9 9 rfi �Z T'1' �11i111i1ll11 ,I �� l �� 11 �IIIII�IIII,II�IIIIIIII�I�I�IIIIIIII II �� j f � I IIII�IIIIII�Iilllllll�lllllllll (IIIIIJtillllllli�lll IIII IIIIII�II IIil�llll�III�IIIII�IIII�I►IIIIIII�II III II`�1II �1III � �� [heals.1 �e�� � 5G t NR L' s�0 Anlbc ub:1 , �' 232'1 'Q �Y1/fa1Y04 /, 61'Sbl/rlo / GON 95011x10 r N 15r ��p�' aw11x50 WOW DESIGN ISrAWMM NC. 7 n. �°� ------ I " OF CLASS "Cu EXPIRES 11-31-2004 � 9a45 SIl' Barbar Blvd. srAUMn ASPHALTIC CONCRETE — " I Suite 101 I h" of CLASS "B" Portland OR 97219 ASPHALTIC CONCRETE SCALE- 1"10' (503) 225-1679 co � I I I - III w 1 0 / 10 52.50 10 E­4 � 0 � Muaewr-w•n♦wnrra�. n,w wrces v,urr,nr-•°.w-:.a e+ea .s..0 wuwnra,.w.w,.urue.. ....., ...,u .r...wamwwnw.n.n waw wx�. .,rrrw.wa,sr.�..r.�w ..+.. .n.s, ..wx..ra w��.:w..•.., m.�.r. ,.srs ,.•w,.arx•.•evw.,�. .,.w ..r« rrrwwr_v..+m'.nu wr.N �.a. ...w,®,�amw.n+..r.. .nwn. ,s.,n +eww.aa.r•w..rww w,ti.� swuo ..v.«rvnww+ww+�. ._.. .,... �.: ,.:�:,.,., � r >� 2" QF AN APPROVED SW 67TH AVE. a IL )V-0" CRUSHED AGGREGATE APREPARED GRADE (PRIVATE) 4" LIGHT/6" HEAVY DUTY TRAFF 1 co I h"-0" CRUSHED AGGREGATE H NOTE: � VERIFY RECOMENDED PAVEMENT SECTION WITH GEOENGINEER _ PROPERTY o � t L I NE (TYP) �- �. -•''�[�...•.:• ..:.� A ..::•. n.>z.a+eeMYeaaryM+erm.0-.s.Y u�aanv mc.w aLweP6M1,w^•�..�:,rR.m�'M+ml,c:aaP+w,uww�.�.�ln®,wlK`W-,t'x-:l:lA?Wm.+a.xa_r::u, ...-?rnoK .u.w sveyn ww+ ..ma..-...r.�e� a...-s ..,.. .c... a� - �.` X ._,�. ,.r..�.k::,vr,a.a—r.,�_:•....�^e.. ��.n.,.,., �c,..�,.,.�.�w....,.,.r�,..�„u..s.;. :,,eV,.. ,�,n.�., _ . Z lel in — \, RECOM,MENDED PA VEMEN T SEC T I ON WF-- CONCRETE RET. N !HALL (TYP) N.T.S. PAVEMENT SECTION 1 C1.2 .I R I.0' cj) It I 1 in � LH ! in 06 A4 I 61. t ;�;.,,. .._.. ... .... . .. . . ` 7.5' 24.0' 18.5' e� fl 06 i il DE I ♦, 1 T p _ +0in1 06 � r I I I + .•. e. . °f I '� ki j cn \ . . • .�A r I EXISTING II tii . t ^�_ I I*X15 ING _ �AF�iCliw Ij P,4RGIN :•• . s - p G�s --� I LOT . - LOT 11 I 4 P ♦ ♦ ♦ ! 1 0 ! P ♦ _ _ t ♦ ♦ . ♦ e ♦ 1 1 ♦ � � ii 0 11 - 11' LANDSCAPED do PARK I Nt;I BLD. SETBACK EASEMENT C� Q - II I } LANDSCAPING Z 1t 1 AREA (TYP) I y. i 14/31/03 TDM IR 1 I PROr )'SE I 2 2/27/04 TDM I I � k , � 0 s (3 RETAINED EDGE 11 aI � _......... I i W� I O Drawn By CMdced By TDM I - _.� w-,wr+esur.wRev,.s•>•. R+riw no.m.euw,r.ww.eeyePuv. w„..v,Ra w•s.,,a,o.+...+.x—:usn wae.,»aww,,.aaer�xn...xru-vr curee-.r+� .rmw �'7ae�r♦nnn•aw�„r..+e wewwr.,..w,w+.ur -;.•;, :•.':'t kUmbM PrOject N PROPERTY w L ISI1 . k LINE (TYP) i,.,,. Dat. Q ®6/©4/03 0 Drawing OW Name N DD-BiS11G12 ' U CONTROL She A 0210 HORIZONTAL PLAN SIT2004.0000 3 of 6 O o SCALE: I " = 10' 1 .02U W Nap 0 v� m ' � r i1iilJill l� Ir61 r -I1 lIr<lf l<lIr�t� gNOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE i rl rr,rI r�ri�rI l�i1 r1 lI 1f tI i1 11 l 10 c�s IT IS DUE TO THE QUALITY OF THE "°'° E ORIGINAL DOCUMENT E 8 Z 8 Z L Z 8 Z 9 Z 6 Z E1 Z Z [1Z U Z 8 t B[ L t 91 4 t 6 1 t Z t 1,,, l 14 „”8I�Illl►lllll�����►11►��1�����III��ll111ll111U1►11Jllll�l � �l ll� l��► NII � � ► �►► II►���►SII III�IIIIIIIII I���I�►�►������ ►�� �I � XW UST Lisaole:► V� }G p0lacole:i 32321 'p RemAvd J r x51711xi0 "�cSRII�v 11x20 � eL1A711xS0 BMI IX60 SW 11x70 Awl"Im I DESIGN INC. LO&Z EXPIRES 12-3 i-2004 SrAV-7DMI 9045 SW Barbur Blvd. -- Suite 101 uhmmohW SrAMPG1O I I I ( PRIOR TO CONNECTING Portland, OR 97219 0 TO EX. STORM MA I N & ORDER I NG, (503) 225•-1679 CATCH BASIN STORMFILTER, 4 5 wrj r CONTRACTOR SHALL VER I FY E-1 - SW f 7TH AVE. SCW'- 1`=10 / EX. SD SIZE AND I E C3.2 C3.2 Ir (PRIVATE) (CONNECT WITH I NSERTA TEE) U 61 N 10 52.50 10 2 _ REINFORCING BARS WITH 12" OUTLET °.° MINIMUM 6" OVERLAP RADIAL FLOW PIPE STUB z EY. Z4" SD MAIN(PUBLIC) ° ,` FOR CARTRIDGE OARD ON ku 0 _ _ _ _. ! __..___ .___ ._.. .. (` R(BY PERIMETER DEP VERSION C8 S Z • In GENERAL NOTE ___... �, c - 1� ,.,,�.SD_._._.__.,._... . ..,., . aD .. __._.._. . _ SID _.. ._.. __.-. B 1.) STORMFILTER EY STO"Mi v'^TER MANAGEMENT INC., PORTLAND, OREGON (800/548-4667). SD --.. .___Y____ _ __ -.-- _.__._. ._ - _.... _ - ..�v ..,..... _.. __ _. - ,�,_•R!"''._. _ �.. ___ __ _. •--- __ .__ _.. , „Q _ . _.. _. __ .._. __ _. BASIN MUST BE SET LEVEL. v _ """` _ 2. CATCH v I fr3.) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. z 'Tf,al -'-- a 4.) FLEXIBLE COUPLING TO BE USEG AT INLET do OUTLET. FERNCO OR ENGINEER APPROVED. � t L IL .1 A 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. r nU A A 6.) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE c IL 80.7 LF 10" SD PVC D3034 A 4 <r MANUAL FOR CETAILS. 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: �- LATERAL (PR I VATE) LOAD RATING: 20,000 LB. U to ! M I N. S=0,0I 4 CONSTRUCTION: 1/4" STEEL PLATE r COATING: CORROSION RESISTANT, ALL SURFACES _ UNIT WEIGHT: 775 L8 4i INLET GRATE: DUCTILE IRON V s PERIMETER SLAB: REQUIRED EX. SAN. MA IN -..____.-_...__..-...._SS _....._.,-.._ _._.. _Cad`. �. L � _".�5._..,..__...._._..-.........,_._. � �' LIFTING EYE (TYP) ` z z EX. 12" WATER (TVWD) WW p . =os�( _�� 27-3/4` x 27-3/4' INLET GRATE L7 INLET PIPE 1� O Q tD U) SOLID UD STUB (OPTIONAL) p 2 X � �- .,! w w - Fx. 2" WATF G:1,f'Y OF T b ;"�[ � ►` 1 CATCH BASIN STORMFILTER PLAN VIEW 0 J EX. 3/4" WATER ; ti Q SERVICE LINE 1 c i PERIMETER SLAB Z V h _ 1 , _. --- � ...�. -.'..w._ .. I...__... -._ _ 3.000 PSI CONTRACTOR) OVERFLOW o 1 Ri SI CONCRETE ''( _ - _. �' f"' INSIDE RIM INSIDE 4 WEIR CREST r OIJY 2&6' Y 2-)Y4 REINFORCING BARS (j) w f `r Ii i _, __. I se o' se o 4� (BY CONTRACTOR) W O g 11 d 64 reT-F, L", LLI ... L 11� �-.i`_ 340' VOM. (APPROX. � i � r' � I I I I i L01,t-A�a'10 ti ._.,.. •e �� €a �9 - � � � �� �'r, FILTER `v! co F7 11 ......_. CHAMBER f (� INLE SUM_ a q n 13 -�- z e 12" OUTLET r3IPE y I c I CONNECT TO EX. SAN. I -` t 1 DEP VERSION FILTER g OVERFLOW LATERAL W/ FERNCp WEIR wrrH A --� LU �� FILTER CHAMBER INLET/OURET CHAMBER C COUPLING &,EXTENb L CATCH BASIN STORM FILTER cLFANOUT OUTLrr (� 1 CL.EANOLIr OPENING�� +�- °, S=0.02 (M 1 N) I RIM 25 .8 I 1 IN OVERFLOW WEIR 2&0'-----2e.s' :1 I E 250.51 10" OUT E EI I _ - - IE 251.81 4 IN (W) �J 7- 2 (I 1 (DUE TO DEPTH LIMITATION, CONTRACTOR (J/ 11 `: ; L �► tt i SHALL POT HOLE EX. WATER AND SANITARY CATCH BASIN STORMFILTER - SECTION CATCH BASIN STORMFILTER - SECTION VIEW +'- a > js ,• ,_, 6 p , PRIOR TO ORDERING CB STORMFILTER) SOU: N.T.S. VIEW /A-A SCALE Ni.S. �- � 11 I The StormFtlter AGEIlQ�1'L }-- EX,6 INC311 ut -I � � . I 1 E'>t15Tlf.�� U.S.L1s. PATENT No. 6,922,8217, NOTE: SEE DRAINAGE REPORT FOR CALCULATIONS AND SPECIFICATIONS. �� II 1 •__ .a. = I No. 6,707,627, No. B,ozT,8S9, SEE MAINTENANCE NOTES ON THIS SHEET. �) ' . F'�Rk'INCs No. 5.624,676. AND OTHER U.S. AND FOREIGN PATENTS PENDING e` I4--a _ - � - - RELOCATE EX M & '� I REPLACE L I D W/ H2O LOAD I NG I I ' LANDSCAPED & PARKING 11 I r I (6Y TVWD WATER DEPT.). C3.2 Z CONNECT & EXTEND BLD. SETBACK EASEMENT 3/4" DOUBLE CHECK 3 SERVICE LINE BY CONTRACTOR ii CATCH BASIN STO�RME 1 L TER0 41 4"SD LAT. L= 12.0' I � N.T.S. 19 E MIN. S=0.02 �C3j__l T r) � I 10/31/03 TDM , CATCH BASIN STORMS I L TER MAINTENANCE NOTES 2 2/27/04 TDM MAINTENANCE PROCEDURES FOR TYPICAL CATCH BASINS CAN BE APPLIED TO THE CATCH BASIN STORMFILTER (CBEF). THE PROPOSED I FILTER CARTRIDGES CONTAINED IN THE CBSF ARE EASILY REMOVED AND REPLACED DURING MAINTENANCE ACTIVITIES II �� I LK) I G3 I ACCORDING TO THE FO_LOWING GUIDELINES: Y II ' •OR 6CT I til TY _ ESTIMATED TIME (MIN) I. ESTABLISH A SAFE WORKING AREA AS PER TYPICAL CATCH BASIN SERVICE ACTIVITY 3 II la 2. REMOVE STEEL GRATE AND D I AMOND PLATE COVER (WE I GHT= 100 LBS. EACH) 2 R 11 I EX. KEYSTONE 3. TURN CARTR I'DGE(S) COUNTER-CLOCKW I SE TO D I SCONNECT FROM P I PE I,AAN I FOLD 3 RETiw1 ` (TYP)N I NG WALL 4 4. REMOVE 4" CENTER CAP FROM CARTR I DGE AND REPLACE W I TH L I FT I NG CAP I 5. REMOVE CARTRIDGES) FROM CATCH BASIN BY HAND OR WITH VACTOR TRUCK BOOM 4 6. REMOVE i'%CCUMULATED SEDIMENT VIA VACTOR TRUCK (MIN. CLEARANCE 13" X 24") 2 1 f's I 7. REMOVE ACCUMULATED SEDIMENT FROM CARTRIDGE BAY (MIN. CLEARANCE 9.25" X I 1 ") 2 8. R I NSE I NTER I OR OF BOTH BAYS AND VACTOR REMA I N I NG WATER AND SED I MENT 4 W I 9. 1 NSTA'.I FRESH CARTR I DGES) THREAD I NG CLOCKW I SE TO P I PE MAN I FOLD 3 10. REPLACE COVER AND GRATE 2 Drawn B' cry B I 11. RETURN ORIGINAL CARTRIDGES TO STORMWATER MANAGEMENT FOR CLEANING AND MEDIA TDM Gil) DISPOSAL. Project Number ry --- --- - F r LT VACTOR ti - .--, .� MED i A MAY BE REMOVED FROM THE ER CARTRIDGES US i NG THE R TRUCK BEFORE THE CARTRIDGES ARE REMOVED 8151 FORM THE CATCH BASIN 5•FRUCTURE. EMPTY CARTRIDGES CAN BE EASILY REMOVED FROM THE CATCH BASIN STRUCTURE BY Imo". • I 0 I HAND. EMPTY CARTRIDGES SHOULD '3E REASSEMBLED AND RETURNED TO STORM MANAGEMENT, AS APPROPRIATE. 06/04/03 MATERIALS REQUIRED INCLUDE A LIFTING CAP, Drawing File Nome VACTOR TRUCK AND FRESH FILTER LTcR CARTRIDGES. CONTACT STORMWATER Op-$I8I1G31 MANAGEMENT FOR SPECIFICATIONS AND AVAILABILITY OF THE LIFTING CAP. THE VACTOR TRUCK MUST BE EQUIPPED WITH UT ILITY PLAN A HOSE CAPABLE OF REACHING AREAS OF RESTRICTED CLEARANCE. THE OWNER MAY REFRESH SPENT CARTRIDGES. S" 67(hAve 703 REFRESHED CARTRIDGES ARE ALSO AVAILABLE FROM STORMWATER MANAGEMENT ON AN EXCHANGE BASIS. CONTACT THE SIT204-00602 MAINTENANCE DEPARTMENT AT STORMWATER MANAGEMENT (503) 2.40-3393 FOR MORE- INFORMATION. 4°� s C1 SCALE: I " = 10' ESTIMATE 26 MINUTES OF SITE TIME. FOR UNITS WITH MORE THAN ONE CARTRIDGE, ADD APPROX I MATELY' S M I NUTE5 FOR EACH ADDITIONAL CARTRIDGE. ADD TRAVEL TIME AS REQUIRED. + _j s i .. _ • , , ..:. .,-,,:-.:„ „•.,w..:.. ...,... aab,... vHrrvw»s.•.Na:,.Mr .�„rt:•- .i, z.,xi - ,:•♦,.:�1i.:1Y.N '41NP,=X- k..kd.. 7JP,d„ ,.N.i�"Pta. .1.. +;."s'}...�.. ..�..er,=r�wn..... ..ew •.«...w.r: - ,.,::..,.,..... 17- I I I I I I I I I I I I I I I I I I I 1 1 T 1 1 I 111 11-1 I f 1 1 T I f l l l III I I I -I I I II I f I III Ill l 1 1 1 I'I I irl I I I i I I I I III I I' i 1 1 1 1 1 1 1 I III I i VI III I NOTICE- IF THE PRINT OR TYPE ON ANY 11 I l l I I I I I I I I I I I I I I .I 4 I �. L . I l 6 1 I I f I I I I I I l I l 10 I I I 111 I I I 112Cl .5 ,ZD05 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_- - I -- --- I-- --------�..-- .. - - � - - - -- - - --- !L _ IT IS DUE TO THE QUALITY OF THE No 3� ORIGINAL DOCUMENT E gZ Inti G z g�Z IIQTZ ��z II z I I Z oTZ +It Bf t Iii 19�t ( 9�t 6�t Lr'It Zltl t Ii I'1 ori 16 rI jL­ j_ _ _ �_�� u s XREIr UST LbacaM.1 �G 1 N k voo PlrlaSrcaAr:1 4' 52321 'p R---o-M-d- « r DM24X36 c�c6N SrAUPTDU — 7'–0 8 PUE Unr DESIGN INC. ° STA~ — 5'—6" BlvdLxp:'_,�t� 12-31-2004 m 1 LOT TO BE 5045 S W Barbur 101 . 3 SERVED Portland, OR 97219 40 o — (503) 225--1679 z rn z WATER METER - a E-4 ® 'a Q -- W 3 o �'-o" v PLAN PROPERTY LINE w a w METER BOX - -- - L U N a DOUBLE CHECK c IA- 1'-0" 1 UNION EACH SIDE O VALVF. ASSEMBLY - TO IRRIGATION �- - ---- 156AI&j - I � a PROPERTY LINE AND LOT o ���%\ , \\j\jj j\i 12" - 18" TO RESIDENCE ` LL NUMBERS MARKED IN WHITE \ �/ a PAINT ON FACE OF CURB PLANco of of (SEE NOTE 1) 6" cn PLAN WATER METER Ila METER BOX DOUBLE CHECK a VALVE ASSEMBLY f - 6'-6 I CRUSHED ROCK BASE „ " �, S 12 - 18 tv I _ ELEVATION 9 - 6„ z _A BOX SPECIFICATIONS cv Jam-' CUSTOMER SIDE DEVICE SIZE BOX TYPE 1" UNION EACH SIDE 3/4" - 1" BROOKS #1419 SERIES OR EQUAL � ELEVATION 1 1/2- - 2" CARSON 1730D P15L OR EQUAL CRUSHED ROCK BASE ELEVATION _ 2" SEE PLUMBING CODE FOR DEPTH OF COVEF. NOTES. INSTALLATION SHOWN IS ONLY A SUGGESTION. INSTALLATION SHOWN IS ONLY A SUGGESTION. 1. SURVEYOR TO INSTALL TEMPORARY 1. DOUBLE CHECK. TO BE LOCATED DIRECTLY BEHIND WATER METER. HUB AND GUARD STAKE OR 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. =3 z I GUARDSTAKE AT LOT LINE FOR 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST METER INSTALLATION. COCKS IF BELOW GROUND INSTALLATION. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE IN;iTALLED IN TEST I METER COCKS IF BELOW GROUND INSTALLATION. N 2. INSTALLED BY CITY OF TIGARD 3. DISTANCE FRUM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, --ANGLE STOP AND CLEARENCE FOR TESTING AND REPAIR (E THE MAJOR CONSIDERATIONS 2 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 3 -TYPE "K" SOFT FOR INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS D � C3.2 COPPER TUBING C3,2 FOR INSTALLATION. C3.2 m1 om/V! APPROVED BY: APPROVED 9Y: 0 No SCALE APPROVED SCALE NO SCALE A0tlS1N P. 01lEMAS AGUSTIN P. DUENAS AGUSTIN P. DUENAS �� --- 3/4" do 1 " p „� ENGINEERING DEPARTMENT DOUBLE CHECK DWG. NO. ENGINEERING °�'ARTM�"T IRRIGATION DOUBLE DWG. NO. o�tr tBEdE circ E1101NEEFt CITY ENOIIEEIt 13125 sw.HALL atw. 13125 sw.HALL IN VD. 13121 sMl.HALL FLVD. IMARDVOICE:'°r°°43"A ,wia, 1MIs WATER SERVICE '°'�'°°• -n' MARCM 1998 ASSEMBLY YOKE: OW$ -4171 w►ecN �sPee CHECK ASSEMBLY Iw or � FAX: ��7 520 CITY OF 7mmm FAX f .�M, 530 an or imm AX .:.> 531 �— O APPROVAL DATE �., APPROVAL OATE Z ff CL BUILDING SEWER PIPE SIZE AS SPECIFIED TOPSOIL SURFACING ` Z OR AS MATCH EXISTING MATERIAL DIRECTED - C-4 BASE MATERIALLil C ^ , A ' BACKFILL 2X4 ! 0 ( I z'1 ` PLANT FABRICATED TEE FITTING AGAINST PLUG TO I n I I W , a Y ON SEWERS 18" AND SMALLER PREVENT PLUG I a I m W I v i o I I~DF..: a FIELD TAP ON EXISTING SEWERS BLOWOFF do SECURE 0 I In U I En � ( � m AND NEW SEWERS LARGER THAN 18". 2X4 IN PLACE WITH Z I 2 I Ina I g . .44 o TRENCH BACKFILL vo I v " I vZ Ivan - a LLJ z aQ . a a ! I I 0 - - x I I I SURFACE EXTEND AT LEAST SEWER MAIN 12" ABOVE SURFACE OR LATERAL - -- 12"MIN ABOVE OUTSIDE OF PIPE BELL 1 10/31/03 TDM P=' MINIMUM SLOPE FOR 2 2/27/04 TDM " PIPE = 0.010, FOR Z 24" MIN — - 4 PIPE = 0.0 2 v a .1. N ?W W z 0 SEE NOTE 4 — SERVICE CONNECTION CL Q MARKER: M MAGNETIC TAPE GREEN W/ RED LETTERS (WASTEWATER)—• 6" MI OUTSIDF DIAMETER 6"MIN ''r PLUG c7 — o 6"MIN. BEDDING BELOW i • mV)w OUTSIDE OF PIPE BELL - • m �m i • -- z aa • -�,�• �-3/4" - 0 PIPE Z:,NE MATERIAL — Q °- �, • •� AS SPECIFIED _ SUPPORT TEE. WITH - BEDDING GRAVEL, Drown Ey Chocked 0Y - MINIMUM 2'0" WIDE 1.C)m GID _ NOTES� ProJed um AN bbr TRENCH FOUNDATION 1. PIPE AND FITTINGS SHALL BE COMPATIBLE. ONLY N STABILIZATION, AS REQUIRED MANUFACTURED FITTINGS SHALL BE USED. C3,231S11 w U_ 2. MINIMUM DEPTH Al RIGHT OF WAY OR EASEMENT LINE I mus MeJah/04/�� SHALL BE 4 FEET. O 3. MARKER POSTS AND BLOCKING SHALL BE TREATED WOOD. Drowinq ne Hams POST SHALL BE 2." x 4" FITC. POST TO EXTEND 12" �o-Biairc3l 1 MINIMUM AI30VE FINISH GRADE AND EXPOSED AREA SHALL BE PAINTED WHITE. UW TAMC" SURFACING OF PAVED AREAS SHALL COMPLY SmNm C i7M 67th Ave. 12703 co WITH STREET CUT STANDARD DRAWING. C 2 4. WHEN REQUIRED, A CLEANOUT SHALL BE INSTALLED. �� 5 IT2004-s 002 o 5. LAY BUILDING SEWER AT MAX. 45' FROM HORIZONTAL AM" "KM TO ACHIEVE REQUIRED DEPTH AT PROPERTY LINE WHEN { wrE: DRAWING No. MINIMUM SLOPE RESULTS IN EXCESSIVE DEPTH. MAR N892199 X air: xt�wlNc NO. m AUG 1996 308 c: 3 ,v2 cILENAME:APWMOGO.DWG FILENAME:APWA0023.DW, Q ?cr aq _.. ..._ .*•� ». .-,,; "!n�M 1► wv. .,.. •� ... mss. . �,. .., NO1 ICE' IF THE PRINT OR TYPE ON ANY I I I I I ; I I IIS I "Ili Ili ill III i i III III li � I I III III rl-I _t-�T,.ilf Ilt..i�l I ► Illllll III III III III III I ► III I I III III Ili III . 11 tl l I III ( I III 1 l � � � � � I � f � I � I � I � I � � � � � I � � � � � � � 10 � � --5 .,/-�D...� IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE" TO THE QUALITY OFTHE No 38 �'��� ORIGINAL DOCUMENT rv' 8 z 8 z t�7 s L z 6 z s z l Z >< z o z t3 t B t G[ e t 9 i t't E t Z t 1!t 1 13 S L 9 9 b !; Z 1 1 l f i f f 1 T �11l f Illllil►�IIIIll ►Ilil Ili IIIIIIIIIIIIIIIlllll�!I IIII�IIIIIiIII IIII IIII�IIII 111111111 IIII�IIII�III►�I►II III►�III►I!III�II►► �►I►�LLII �lul lul�► Il � l �l! X11,1►► � ' til II�III IIIIIIIIII�I � II I II III xW LIST --- iew:oie:i F Rewhed W T R ���►'�'s23,ep�° eusoiiXio DWI WO o��cic,ty 51011x60 DA124XJ6 15. LOG02 `--� ry srAuP� DESIGN I-NC. `' D. f 9045 SW Barbtlr Blvd. EXPIRES 12-3,_2004 4111 SUMP= 11 / • � Suite 1,31 SCALE. 1`--10' / '� Portland, OF.' 97219 '0 52.50 10 (503) 225- 1679 0 4P e _ .-....-...�. m ..: .� �..r.�..._- aM, �. .�..arm. . _� .,.� _.,.._.�..�...... �,� .•......•,,.,,A„, »,. .... ` _�, a.,,,a..._<, .. -.. mrl. .� 2 x 2 P.T.D.F. 8 —0 Tree Stakes ��--� �♦' •if.' raY...p cn.KnrRYlp..p qbr. • M•td.n/ApM•e14A,► ..WI+ r Do Not Penet� a Root Ball. �` �, (3 Stakes cv } Per Tree — G,ie Coot Olympic Stain Z I:. #71; Required) 0 0 N EX. 24" SD MA I N(PUBL I C) �`' �� �,- W" Tree Ties Rubber Hose w/ 12 Gauge l -� av. re. L Tree Wrap — From Ground To First tl Branch. +� 7 o �- • Cut & Remove Bottom Of Wire Basket 4 SW 167TH AVE. 0 emove u ap w ne From-T p J X ! (PRIVATE) Of Ball After Staking. Place Top Of Rootball 3 Min. Above Adjacent W 0 LL Finish Grade. Ma a Mulch Circle Water Basin 1 1/2" min. Min. 24" Wide Bark Mulch Circle In r 55..._._.�..._..___.._...�.__ ur rens. � 4 UJ w Backfill Soil Mixture As Specified. V - - - - tv ..: 4 tv w `O < ScarifyWalls & Bottom Of. Planting 10 o cn Q I - x Q ^w _ """"� �``°""'" "`� "" w�- �-� Tree Root Barricade Model RB- 18 tYi" �_F--Aa.•�,,....�».♦.•.w..w:v.w.�e.,.w..�•ra.snW.. «.,.>r,,♦.m�,_.�„�„.�,�. .�.,-...�,.a-.,�=.:;r .,,.�. .,..,�.r,..,�.r:.,...•.�.�...,.,>�..r,A...,rM�7..n.,..�r.r,..-...�-.,..�,,.,.,�.>....r.,,: ..x.�.....,,�. ......�....�...al�.r _ .,.,�.,w.,a...�...�..�,.....,�r, .. N LL w _ American DrainageProducts Z w � x � g L) -J As Distrubuted 6y Horizon Inc. Q to Set Rootball On Undisturbed Soil. i•. BEST—PAKS As Specified. Treas & Shrubs nn nc anlc 18 O.C. staggered co x Dia. of Root Ball TREE PLANTING DETAIL -- SHRUB PLANTING; AN NG SIMILAR 10"I 4 I A y NOTES Q 11a I. B&BSTOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. 2. CONTA I NER STOCK MAY BE SUBST I TUTED W I TH B&B STOCK OF EQUAL GRADE.0000 ` -- 1 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK, �.1 U-d_-._._...._..._..._ _._._..,...._.. ANS 1260. 1, 1986 ED i T I ON. Chanticleer Pear T of 2 4. ALL TREES SHALL BE BRANCHED. Q! 5. MULCH ALL PLANT I NG BEDS W I TH 3" M I N. LAYER OF SPEC 1 F I ED MULCH. n c', O +� � E �• �� 1 6. IN THE EVENT OF A D I SCREPANCY BETWEEN THIS MATERIAL LISTING AND THE Q OL DRAWINGS, THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. w i z r + E Oregon Gra a Typ. of 4 7. IN THE EVENT OF QUESTION OR LACK OF CLARITY ON DRAWINGS LANDSCAPE \ Q U CONTRACTOR I S TO CALL LANDSCAPE ARCH I TECT BEFORE PROCEE6 I NG. U - 8. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT PRIOR ` cn .0 � MI 1 A 1.. Exl 1 It�C= X r: i •, _r MM_r.._ C� - I TO 114STALLAT I ON OF PLANT MATER I AL / GREEN SIDE UP. P4F�c lr•�G. r?6 111 - ► - Ir��G 9. ADJUk-T PLANT LAYOUT AS REQU I RED TO FIT I RR I GAT I ON COVERAGE PATTERN. (� 6. 3 LOT LOT T. LLI 1. David Viburnum (Tyof 1 ! Q C CID a A f IQ.vlsta,. 11 `;� F� , }'Y 1 '1 1/03 TDM i S r I /2\$ F � 2/27/04 TDM TORY Cimmarow Ash_ (Typ. of 1) Kinninckanick 01 8" O.C. staggered r rrlv,, O ! David Viburnum (1 yp. of 3) -- J J BY J Drawn By Checked . - -:•"-r _ ..-.• .:�..,..+...v t'-•I�C n•v:am:see.ww.r.y....,ra♦.Y�.-r,.yr rc, •a'.�y+.:saYunv.'A.tlP'rM rr'YLnRO• r:M ...aYx:;.I�:M.Yr..b.•.t+•'Yr•'tl.Yi�b ✓- � y� �� �q 1}^' 1 N 'sl�t7.'-�—•- U. TDI II�/1 w Duvid Viburnum (1•yp. of 3�y � � Vine Maple (TYe. of 3 Project Number k 81S11 0 _ Otto Luyken Laurel (Typ. of 6) Die. 06/04/03 UDrawing rile Wff, a t D�_L3�L'ilCfdl LANDSCAP NG PA N Sheet 67th Ave. 14"u j m SIT2004-000011 Q SCALE: I " = 10' 6 of 6 o m r. 4 ,v I --Easft�-------....r ........... , i1�191IM ' NOTICE: IF THE PRINT OR TYPE ON ANY r�llr ill ll! ill ill illi i l! rill ill i r rlr rlr rl Trt iii ilt1r�t _r r rlr ►lt i � tl�LIMAGE IS NOT AS CLEAR AS THIS NOTICE., �T 1 1I I I f I I I � � 4 I L �I11l � 56 TIS DUE TO THE QUALITY OF "THE No.36 �, .. _ 8 ORIGINAL DOCUMENT ---- T - --___ E 8t, 8Z L�Z I dZ Z 1bZ EZ �Z lZ UZ 6 [ 8T Li 9T QT 6lT b�T J ZT TT �T I �♦3 L I T9 I�y 1• S ZI �T7AYII�N 1 u IIII,IIII�IIII Ilil�llll ��Il����ll����lll�����l�l�l►��►�l�l��llll���l�lll��ll��► !III►l��f�l(�� 11 ��11 I !! II 11 I � 1 ! �� IIII III�IIII�IIIIIIIIIIIIII�IIIIIIIII�IIII�IIII�Iill�llllll i � �IIIII� Illilllll�Il I�Ii�I 111 �II Illl�lillillli� IIIIIII�l111�illll.11lllllU� 11L111Lllllll�ilklll