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12550 SW 68TH AVENUE-1 I I Jim Funk - Re Gonzaga Business Park -- -- AUG-06-1999 15:27 VENERABLE - BISSETT 503 224 2311 P. CIN AUG-06-1999 15:30 VENERABLE - BISSETT 503 224 2311 P.01/08 --- - -- -- -------_ _._ Page 1 -�- ALIG-06-1999 15:26 VENERABLE - E 1'.'.E I I 503 224 2311 P.01/06 From: Jim Funk � `/, To: Hajduk, Julia � ;s air � r Subject: Re Gonzaga Business Park - - � + DAVID BISSETT& ASSOCrAT'ES � ��� °-'% DAVID LISSETT & AS$OCTATES 1 M11C.NI1 I!CTURE•PLANNInQ. INTERiaas I I fhanha _�_ _'_� L`1 - l 1- 1v.:s -- �;�r � ARCHITECTURE• i'LANNING-INTERIOA9 U U v U a I j 1w n_ Q Q LA 3 l•- FAX TRANSMITTAL �� e �4 »> Julia Hajduk plied or lot line »> 7.5' SPACE I `��`"' �" ( FAX TRANSMITTAL The applicant's applied for a lot line adjustment in-lieu of consolidating The lots to meet condition #10 of �_ (n (J) (/1 ��� The SDR. The lot line adjustment (MIS98-0024)was approved. I contacted The applicant's rep. and he - I Z Y s-s e9 stated that The description and survey was recorded within The last month. There may be a lag at � 'n To: _ 7.5' SPACE II Cate: _ Cate. bVACO. I have asked him to forward a copy of The recorded documents with The recording numbers as ____ � � � � .J i Q To; .. - - evidence that The adjustment was recorded. Thi- -- t- Firm: _ I ,.ould be sufficient evidence that The building no _ MODiFIE ry X Firm: longer straddles two lots. Please let me know if y I 'Would like me to notify you when I get these 7.5' SPACE OUT documents. ____ Fram:8.5' SPACE 1.7 - " -- From: Julia 7.5' SPACE _ - -`_`1 ' Ra: ------ --- � �° r 1141111 - Job No.. �✓ S ob No Re Julia Hajduk - 8.5' SPACE I _ Associate Planner 7. 5' SPACE (503) 639-4171 x 407 ---- ----- I NUMSCA Cr PAGES(Includirg this cover sheet) sheet _ Maac rd.or,us IIII NUMBER OF PAGES(Including this cover ) �- 8.5' SPACE W ' www.ci.tiaard. r.us 7.5' SPACE I Vii= POND m d copies date item --- ---- topic g 7.5 SPACE 8.5 SPACE l I I m , / '� - - - ----=� -_ AREA I i i I � __ /.� � -�J-J 8.5' SPACE_ 1 ,158 SF I -- 7.5 SPAC ✓� 8.5 SPACE I I 7.5' SPACE DEPTH - - 2.0 FT I I Y 7.5 SPACE I 7.5' SPACE U - - ------�----- ----- _ ------- - _ C_ 7.5 SPACE 7.5' SPACE VOLUME I � 7.5' SPACE 2,316 CF ILL Remarks - Remarks 7.5' SPACE 7.5' SPACE .� 1 7.5 SPACE -- 7.5' SPACE Sc --- - - w M J a S f E 99-00004 �[ 12.550 SW 68111 SIT99-00004 � � � ,,� , I(; Iofl ) J 12550 SW 0811' Srr 49-00004 32_ NW 5L. Ayenue PorT1=d, Oregon 9/7_09 (503) 226-6785 EkK O03) __4-_3l! PG 2 of In I+ I I2550 SW 68'1' SIT 99-0000+111 NW 5th Avenue Portland, Oregon 97_09 1503) 226-6785 FAX (503) 2- -2311 Q�. I I'C; 3 of 19 12550 SW 68 �,.._. HUr,-06-1999 15:26 1."EHEPABLE - Fl ,=.ETT 503 224 2311 P.05i08 HI u;-41t-19'+9 15• �1}C1� � i!D EPHBLE - BIS-,'_,ETT r1�1 _224 111 P.06/013 AUG-06-1999 15.29 'IENERABLE - BISSETT 503 224 2311 P.07/08 AUG-06-199' 15 �"� !ENEROBLE - BI'_'_-ETT 5 13 224 2311 P.08%08 1Cft1,11 4sw..p ti'i•IL0.1 •'u•,I Y,911p lCf i� lD a Y '.'I ,�,.., o.......,. ,.,.�.. ��■r No��3c�1�' �1S79)i 1lVM;)i8VJ HIQ9 MG Ise;) ' S31YI�S.CY P J13S510 OlAVO Cil �1dd 593N;5n9 V0VZN_09 ��k I 'd l ' .p 1 'I PHIL MAR TI-1NT C ENGINEERING, INC. -- ---- I 1 ] I 1 ! ) phone sasreea-7,111 1��� ��a �1� )- ' ' 1i i iii 1° �� i1 v]g9 AWA is55o SE oeno,a pries Fox SOyeSa-n9a ii �I 1 Boring,orsgor+ 9700A !'li •� ;i C t 1 Ipt d A+ FAX MEMO [=" } ����� 11 'r ��t� `I' �t �� i9 i tr` p� � Z��1i i1 . IA [ LI• ti )► 1P R a�i 1 tY� a r f ii! " 1 r -- - _ _ _ Zm5 _m_ _ _ _ f .�• t 5Q� lu ,-.] >1�ij�� ��$�p ��'I rt 4 ' lr ! ! vE � t ! fi �� � 3� a TlisDu� Ia+r�:oel:Ra [+]SCUTW EAST Pe 6 AIRE.�` - 2 '� 2 t 3O'-v DATE:ALtgl:st 3, 1999 l e � i'li li �. 11 r >ip 3 �t' 10111 W! Oil !I till il, 111 11 111111111�4 1;1 Ill H 1�� 11 If eQ �,•a � ,-o• �' ei 4 I 0 © e Ll 0 D O rJ 0 DOLit M a] rJ W 0, a2'•s' � I I ta•-0' ice•. FAX: 503/224-2.311 �. a. s . 9 �, o (�to- I ti,. d 1 ett & Associates R; I ! W w-m• �'•�' I f-, i TO: Mr. Dawe Bus PHONE: 503/226-6785 Bissett& Associates J Q fI Q o I I TIN& i� 9 ,01 I t a FAX; 503/684-7297 1 cc>r.ic. wuc ager �. -- jL02, Mr. Brian R PHONE: 503/639-417: �••�Mv I 1 I 'PAM City of Tigard r++ - ] •I I t r Fri ' _-__--W! _1'.a- ` 3 ��ii` I I ��'t - - �I a - ' �' sl s Y '� R.' m I '� � r CDs, I1 I 3 k -�'OI i - a J Z ` .r l FAX: 503/628-2146 1 ► _ Ii �� iirA i��: i V.+, CC: Mr. Osr;�r Dyrdahl 8-9158 PHONE: 503/62 ' ` • , - - DYCOrl , 1 1 ; u" Ii 6 1 ' 1 > b, :��,I �, I `v'Ir. Kurt Dal FAX: 503/67x7179 , 11 :'; +3i� 11�F �FlEE k _, n �. ,2..0. a _m �.,b. 1.•-„- ,a. b. l g, �. �,. ` * � PHONE: 503/670-3000x373 WAWKDIcAP Ivau-r ,� a ' U -� 1J- 6' !142 9COME) I 8 d!sF1 D FAX: 503/658-7796 I ' ► -y I ( i ®' A; 01 FROM: ,qtr. Phil Martinson : 503/656-7191 t � U � I PHONE jn z .� 8 ice•'-o.' tg'-b' �'-®• I PAGES SENT: Q a� �',^-�� 1 - - a A •. - {T16, U, m �!'\ . � I\ a7•SUg,TEf.:T: Gonzaga Busieeas Park =���� Fond Plantings •M a • - ; BU I LrJ I``!G E)' I•- _•---f-Tt -0i: ,�.«ir.:riwa�-- -------�- ] cI)1 ' '~',- C.C7�1@ND 'A Tax LOT 1-�@ v� Following is a sutrunary of the suggested planting for the water quality- detention pond: �* `� _ ---'`'' ; 1 I.: Lin �T'zT • _ CL9 al • � _ j Ple,ccmenlURate � -- `�'_- -- kation Riparian Wetlend Plaints ;� + - - 1. _ (� --�-- �� _ r _ ,3 J " ,F` Tdc I�f� 619 i 1'00 7 I ' i � � � { U � � •�'I I 1 I �.Or�1TStlN� �' � a > eus baltieus 2 oe e; :-`-i �1 I ' ' W _ Ra3sA + OSI�m uu zeTM �tiarLg. lsoUTw 011. d+J r�aMaG.M ✓ •�►�'�� Center Baltic Rush (J ut ) I +� �, r l • r Ir I ! , Small Fruited Bulrush (Scirpus microcarpuS) l'oc 1` _t :�. r T era'i ,6�e ___ .-o arm, o� v� a>r �.v-•*av srmT . ems+ T,�a wT l 1St Row Out 'I 8 Douglas' spirea (Spires douglasil) 2-3 oc I - -� eiva ew �aT►, •.� !© 1 2nd Row Out _- --- •• I I Salmonbe (Rubus spectabilis) T oc ,� -��i .I. - -- "-- T ' '' sca`i�a l 9 . Out rrY , d :j lc*- ra trrr�o wax �r-rwr, RA" �' G I! 3rd Row 'a latifolia 1' oc - Row Otat alon edge) Wapato (Sagittart ) _t1 �"� - + B Tracer T1il�►N6li DlvQ.a�' erauoarnoe ,,� I R . 4th R ( 8 •I rl:; ' ► n - ° ------ .- 16 6 siTs o,e�.ae►r�r•IarT w,.,nw• % -�,esi i �~ Ri'-moi\ -75 . ' eul�a1Nr1 eche, I I!!T LIeIG UV t9RNCSON A.- NA=-W,4?* 4 - • I a+aaJr a orar&Ner ra lica) Ira ,p I , f rev VW call+s,�ucrlON W 04-L &vro nag er,amw4-1 sl V' 0 i O�T>pi wa►aa"WL.IaN" Phi uDc.cu&prw II .--� .- TOTAL OUIIDtNb 4gaa. 2S,»m C!� is Y �IAJ I +��-bltsr�t s'-■' sl•.s• tb-nT- �3t141�1611 '�, --� I a 6a0lle EIUILCMI�6 OligA. IIIL�e e1.eaA0 AARJ 6aC7la Li�►au LRL, 1 Air.easel) + L w t --- - - - _- � ` ^. a■sT+aoa„n+aa+, iTm e,. � ti�e�..G�i� I ill��.�S�I C�; 1-6 WPOPA47 tom'"m• __ .._ ..__�T__.--_.. .___ L.oeeT � co�fAlD�4b, rsac e►. ff1ULTt•T1a+YNT sour) I I oa�erl�es, Is. 6TANp 1 !.tom- i I!~'�I�ls til I �)9-11011114111 _�. �_ - -- -- 4 Z�-'u-biL�1G?V 1 A TarAL PAR :%A5, TI WACM ��7I 1; 511 SW 08 •I r o of 19 SI 144-u1)0o4 I V r„ til E 99-1►utu)•1 .''G'��"''m" u0sa er,rams, !I ()()-()()()()T a� ( aEsoLUT1oN OF CONSTRUCTION CLAIMS a DISPI%1-ES P9O)E(-rSCHEDVLtNG 12550 SW 68 i 11 SIT 1lLNIA(;EW?'TTCONSULTTN , I?SS(I SW e,tillt ql rnrm A,Pitr„Pe, -IANAGEMP.NT PIOCKFMISTRY F.14VI;t0NMENTALCUANUP P6 6 oft9 �,i , i 1 12550 ti"' r,}{111 TOTAL P.08 -,rim•.,,.. .r... �� ,;�. 3 L this notice ; ppears. clearcc 0"';, (III• JUN Q Z 2000 docum( it, the Ilocunlrc:: c : ... mal-011:11 grialil�• 1111c'rt)Illllled 111� 1;i ;'; I'lIIII ; lil{I{! i I{I{I{ I�I;i;l I I{ll , ll+, l,{Ili .1111{,! 11, 11'1 .{ • l ,! . ; II:;Illli,, 1I111j :11�,{ill 111111{i�l{:,t I Ijljll !(IIIII,! I tI111�1111111 tj1111l� I-i11f! ;�',::��j � U` ( : ; INCH (lMAOF IN 0 INA _ L Ill/ II II11 II ill Il 111!1111 l I! I 11111 I it ! I!I11 t iiilii'tt 111111 II'I'1 1111 Iii 'n"it iii.; I i •, ,• ,, ,1111 Il�...l ► !II II ! � II !. ► 1111 . . I,II„!! Its,,,,,I,I.,....I, I.,.I„Illlil.,,,r.N.,.,tlll i,..�lllll,,,,.III... .illlil,4,Il,.lilll..Illflh,!l.Itlll.,,..I111,III„llll,lllll�llnrlhll►,�rllit„�.,.IIIJI,,,...IItIL.,ll,ill,,: ,,lL,.,.Ill,l,,,llll.,,l•llll1111,.11111. .,rt,>i r AIIG.05�15�'� 1`• "' VENERABLE - BI'- =,FTT 503 224 2.711 P.04,0 1 PHIL MAR TINSGN ENGINEERING, INC. ,y" Phone 503166& 19550 5E Daeorn Drive Fax 503ASS-7196 song,Onrgon 97009 FAX MEMO r--- r DATE:July 28, 1999 TO: Mr. Dave Bissett& Associates FAX: S03/224-2311PHONE: 503826-6785 Bissett& Associates Mr. Brian Rager FAX: 503/684-7297 City of Tigard PHONE: 503/639-4171 FAX: 503/628-2146 CC: Mr. Oscar Dyrdahl DYCON PHONE: 503/628-9158 Mr. Kurt Dalbey FAX: 503/670-7179 PHONE: 503/670-3000073 FROM: Mr. Phil Martinson FAX: 503/658-7796 PHONE: 503/658-7191 PAGES SEN?: 3 Attached are the revised parking lot drawings. The first drawing shows 29 spaces — but lacks the required"island" for areas exceeding 7 spaces. After speaking with Dave, I added an island on the south side. The addition of the island and re-configuration reduced the nutnbeT of spaces to 28. `" I did not modify the storm water calculations. I only modified the pond layout. The original calculations required a treatment volume of 2,091 cubic feet. The original pond Layout (with sloped sidles) provides a volume of 2,304 cubic feet @ a 2 foot depth. The modified pond layout provides a volume of 2,316 cubic feet @ a 2 foot depth. Dave will need to look at the parking lot configuration relative to the layout standards since 1 worked off some assumed parking standards. The layout may still need to be adjusted to fit the architectural and parking constraints. 1 111)1)-Ul 004 12550 SW 68��� 1'(i9ot, 19 MANAGEMENT CONSULTING RESOLUTION OF CONSTRUCTION CLAIMS&DISPLrrES • PROJECT SCHEDULING - +•�.-.....�•...-�,.•.• .•n.��+el r�+Incl /.Db/11Cr7 kd-%!ArrUr%r - 01rY949;MIVTV V rNVIRANMFNTAL CLPANUP If this notice appears clearer 111;111 the JUN 0 2 2000 document, the document is of marginal quality. 1111C1'Of11111CCI ! I I I illlll 'I{ I I I !~ ! i I. 1 I i ii i I i I i {1 �IIII!i! }Ilf ' !; !I! l ! Ijlilli ' I}Ijl}i i t}! I Illi ll 1 1 !�; , IIII, , ;'I' !II (l� ? cif .F. 1 II : ! Ili I i i' Ili i ! � i I III { }'I li } I I illi ill fiiili li ! iji ± { li � , iill ! 1 + ' +CMI I MAGE IN CHINA I I l i l 1 -!_ — 1 ti M 1 3 4 tl ILIA _ .; 4X. ' w 1 1 t� 1 q is 1• t ii 1 11 `� 1i1 �-� �- ��— L �? !/ Ill SHIillll III!! IIlI I!I!!!Illiil !!I II }!!!!.!I''I! ! Illiil IEIII !I!'s !IIlllilil li31 lliill! i 1 'i '' ! I • '" I" ' ' I. .'' I '• • 1 I I1. I I I . � I.. 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L. 1=j7S T,i17�3 t. 7 1 1 I T' � . -�-�-• _ I�yML�•/ _ � �f l 11 Tt.17 r i 31 -Y'11 ! 1 .t -t x 'T•T rTL7 Y[3 =3:3'1 L L' ,T- z' r1Y S t I,r �,-,a�• ! 1 L i- t[1 - 3`I I. ZIT._ -_ 1..L3::? 't t-T: . .T. __7Si�TTT� -T T -Y' 1..1 T • ' ( __I, - T•L': �'�j •-r 'r t. . .I .LL'r'. f t T •. t J s :r• .-i ..s z'" •I_ t >_, I: r 'r.-r ,3 ;-r r z ((r^\ •1 •^-t� � T .T�'t:T 1 I�r,.r�it T" 11 - - � � �. "' 1 .L r 1 ... I_. t- :. `'r .-..L� il� .. 1� ..._.� �.+—.-. _'} � I.T ,, 1. 1' .t.r•s1�., �r/n] 3 I ' l t I III 1. .t .r-. s._. _ : ., -- .-_. � � J. II 1 JI .1 1 II •: ,'"'r'" L.I 31.r3 `i."JV( l I I ,1 �1 •-I'^_"�] r-�r-1 .-s_�i_ - .- - ILI ��..LL.��.. !rr-•7 1 3_' .T" L:.i• � '-.I„`_7` -L .. �r� S1" IT. 1 TI ' � r?, r / 1 . : : ;r i_z r i:I ', •.i: �Y:$:.• � "- L��.i:L-r_ ..-r-• �: � Y� r�ri_' r=lt?�- tT trrrz3 r r�S�-Sr?Ic�ss 1 r __1C 1 _ >K1 � _ r t� 4 :� n S W MATERIALS ABBREVIATIONS VICINITY MAP INDEX OF SHEETS H NIGH SECT SECTION O =1 11=1 I !-1 11=1 i EARrN `B A4eHOR BOLTS "°uo HARDWOOD SHT SWEET �� —` WOOD FRAMING ABBREV ABBREVIATION (8) HORIZ HORIZONTAL SIM SIMILAR NO. DESC#R I PT I ON {�'�- l THROUGH MEMBER ) APPR APPROVED 1�1 r4OLLOW METAL 81M SIMULATOR AGOUS ACOUSTICAL HP NIGH POINT 31MIL SIMILATED SAND / MORTAR --- 0 WOOD BLOCKING AC ASPHALT CONCRETE SPECS SPECIFICATIONS :.. ., .? AC or ATC AIR CONDITIONING -- _�__ __._____--------- -_-- 88 1 COVER SHEET PLASTER l INTERRUPTED MEMBER ) ID INSIDE DIAMETER STA STATION STEEL Al ARCHITECTURAL SITE PLAN AD ACCESS DOOR INOUL INSULATION °�� z AFF ABOVE FINISHED FLOOR Aa FLOOR PLAN _ . a CONCRETE - - PLYWOOD ALUM ALUMINLr INT 114TMOR 11 -_-- `�' A3 ENLARGED RESTROOM PLAN t SCHEDULES BRICK / VENEER C.M.U. ACOUSTIC TILE / BOARD 5D BOARD JAN JANITOR 8TD STANDARD 4 I - SOTS A4 REFLECTED CEILING PLAN BLDG BUILDING 8TL STEEL SQUARE �� Mme, SLK BLOCK ssTRucT r Tb E �12 ELEVATIONS ELM= BM ---- -- -- ---- -- STRUCTURAL - Q GYPS BOARD Al BUILDING SECTIONS � WIT BOD i901T01"I OF REAM LAV LAVATORY �°• SUSPENDED cn BOT BOTTOM LEV LEVEL 8YM SYMMETRICAL A8 DETAILS Z METAL BATT INSULATION LTG LIGHTING A9 DOOR t WINDOW G'E'A1L8 _----- - LTC LIGHT WE*WT `J C/C CENTER TO CENTER SLU GONZAGA ST. l _ CER CERAMIC / FINISH WOOD _ - RIGID MSULATiON CH CEILING HE6WT -- "---------- ----- -� T TREAD 61 FOUNDATICtsi Sa FOUNDATION DETAILS t STRUCTURAL NOTES � , CEM CEMENT MAW MAINTENANCE TD, TRAFFIC DECK COVERING CLG CEILING MAT'L MATERIAL T / G TONGUE 4 GROOVE 211TVIP 83 ROOF FRAMING PLAN CLO CLOSET MAX MAXIMUM REDTEL TELEPHONE 84 ROOF WALL DETAILS CLR CLEAR MD MACHINE c301.T Tt-MC THICK p? CMU CONCRETE MASONRY LIMIT MECH MECHANICAL TOG TOP OF CONCRETE or t:UF29 S Y M B 0 L S COL Ct"P0 MET METAL TOP TOP OF PARAPET m CI.I LOT LINE ADJUSTMENT BOUNDARY SURVEY �C COMPO COMPOSITION h1EZZ MEZZANINE CONC CONCRETE M� MANUFACTURER TOO TOP OF STEEL CLa PUBLIC IMPROVEMENT PLANTYr e d /-� DVAL Nu•!�e cow C4r�CTION M8C MBCELLANEOUS A T CI WATER SANITATION PLAN Z C� CO�RRIpOR NUOUS MM M'�ON� °�'t� OP OF WALL ca STORM DRAINAGE PLAN SHEET WHERE DETAIL 18 DRAW CSK C 1LI NTERSNK MULL MILLION C3 GRADING 11 EROSION CONTROL PLAN � � C4 ROCK WALL PLAN t PROFILES � '0011/ 2 __-_..____._.-____________.___—._______ _-___--_._ ____.—__-.-__.__-__-.—_--__-_--_�—_ .. LNO IlNLE88 NOTED OTHERWISE (� O _—- NUMBER r,ET DETAIL M) NEW }•� DF DOUGLAS FIR NJL. NOT M CONTRACT LI LANDSCAPE PLANTING PLAN DETAIL DOOR DF DRWING FOUNTAIN NO NUMBER L2 LANDSCAPE IRRIGATION PLAN h; DIA DIAMETER NTS NOT R SCALE P R O J E C T T E A M n D I AG D I AGGNAL NR NON-RATED ----- ------------ SECTION NUMElER DIM DIMENSION VER VERIFY 1 DIR DIRECTION VERT VERTICAL NOTE: MECHANICAL, HVAC t ELECTRICALILIGHTING Ail A '� — ----- LETTER FOR WINDOW DBL Ddwx-E -------.- IS BIDDER-DESIGN WITH ALL EWxNEERIW.%, -_—_—_—__SST WHERE SECTION 18 DRAW \ DO DN DOOR OPENING OCC OPERAOc ON TOR CONTROL CENTER __.-- --_--------_._-_ _—_-- ARCHITECT, DEVELOPER, DRAWINGS, DETAILS AND SPECIFICATIONS RevIcO►N DR DOOR OD OUTSIDE DIAMETER W WIDE PROVIDED BY OTHERS, 5EC?ION WINDOW DS, DOWSPOIIT OFF OFFICE UV WITH GEN. REV. 1-20-99 Du* DRAWING ON OWNER PA418W ITEM WC WATER CLOSET ll-� TENANT IMPROVEMENTS NOT INCLUDED IN OFOI OWNERFURIJISU'�D OWNER WD WOOD DAVID BISSETT & ASSOCIATES . THIS DRAWING SET. CITY/15V REQ 2-22-WI .� : ,. .: DETAIL NUMBER , —REVISION NUMBER EA EACH INSTALLEDWROU54r IRON - I ARCHITECTURE • PLANNING • INTERIORS equi ■ ELEC ELECTRICAL OH OPPOSITE NAND -SHEET IU�,'ERE DETAIL ELEV or ELEVATION OPN'G OPENING 322 NW 5th Avows Portland Oregon 91209 Grou �inc, Is DRAWN EL PC PORTLAND CEMENT (503) 226-6185 FAX i 503) 224-.2311 _ •e,. � � ELEv ELEVATOR C`, REVISED AREA Eo EQUAL �i 11TY d11R1p�dP M�tPJ, LleZ. /� .�•,''• ,.� � 1126 OW WAVIRTO N 6T �TLAND OI! 61223 V '• = a.re ���---- AREA TO !9E DETAILED (CLOUDED ONLY EQUIP EQUIPMENT ---------__.--- _--- _"_.--- OR ENLARGED 1• AFTER AWARD EXIST EXISTING OPP OPPOSITE 1 6®1-61(d-�f9�)@ � p1F �•�, _ --_ . - -� OF CONTRACT) EJ EXPANSION JOINT PL PLATE '� G _ EXT EXTERIOR PLAS PLASTER �'"�� �t Q 1' •`w, --DETAIL ENLARGED PLAN RE YI S I ON EWC ELEC WATER COOLER PLYUID PL CIVIL ENOINEERI STRUCTURAL ENGINEER PR PAIR r' Jj PREP PREPARATION y •y ---- --- -- --- - ELEVATION LETTER ELEVATION NUMBER FHC FIRE HOSE CABINET c+n aC �o• X11 r FM FINISH PROJ PROJECTION foS-.�AC( � qo� _._-- FLR FLOOR ISUL ENGINEERINGM 'P '� ' �. `may � a� a�;� FO FINISHED OPENINIG T.M. RIPPEY 8S ��-s - Ornwn By Checked by 375 PORTLAND AVENUE M1£RIOR ELEVATION KEY - SET LIbIERE ELEVATION 18 FOC FACE OF CONCRETE ---- _- ---_---._ GL•ADSTONE, OREGON 97027 CONSULTMG G 19NGWZ FRB ��,�ljd�o• fes/ Cs�/M D B OT QUARRY TILE — SWEET WHERE ELEVATION IS DRAWN DRAW FOS FACE OF BAUD (503) 657-0188 7070 S.W. F} Loop s� '00 FOW FACE OF WALL INTERIOR ELEVATION ELEVATION TACE FRP FIBERR INF plux �-rqud Or � FRP FIRER REINFORCED PLASTIC FD FLOOR DRAM - --- _ _ _ ___...._ __---..___-- _ Far ('SOC! 4�3-�7C)0 �m,e >ate I-r FLOOR 8MK R RISER Drawlr.q ;IID NomS Fb � 5;� RaRA1D RADIUS 98-33�'-CGVER DOM NUM III I p %D FULL SIZE DETAIL RD ROOF DRAIN ARB I T� ..AND APPS EOTECH1 WAL 4�T�'I E FT FEET IMF R19:1E I:NC.E FH FULL WErvHT REFL REFLECTED Sheet v,:Tlher LOCATION OF DETAIL ON FEW REINFORCE WALT KNAPP RIESLAND t ASSOCIATES WEST COAST GEOTECH, INC. 814EET WHERE IT 18 DRAW�,.` C DRAWING NAME - - RfEOID REmIRED - _______ 1615 SW DUNSMUIR 3553 BAND AVEN' 'E, BE Box 388 BUILDING PERMIT GA GAUGE RM BOLIENT BEAVERTON, OR 9,001 SALEM, OR 91301 WEST LINN, OR 91068 GL GLA88 RM ROOM GALv GALVANIZE Rn ROUGH OPENING 503-646-4349 503-364-9961 503-655-1341 SET ONLY GR GRADE REDW'D REDWOOD Q RAU J I NG TIT`,.."E GYPI®D GYPW I BOARD I „11 ti W'68' ` N; 10 or 19 If Ihiti notice a1111ears cle;Irer 111:111 the JUN 0 2 2000 document, IIIc Iluc11111e111 is of IIIar;;in;11 Il11alil�• Illll'fc1lllllll'll ! � Il� I � I 111 IIT III ill I I III' I ! I ' I ! ( I VIII III i I Iliilrlil III I! it I ' I i I I IIlii i i 1 i I i l { II I i fill , IIIA I 1 I I trlrl i I I ! I , t l I r I III I I 1 i i;i III . ili { III I1 � lil! li lll ,ilill) ; II VIII! ►I ' II I II!►�Illi I �I� , I , ! 11!! 1 ! 11 INCH ( MADE IN CN INA vl_ ' i 13 1 I1IT E£ � � IT— -- ('- to 2_ f I II I II II I II11 I I Illitl Ii{I illll 44 ililii I II11 illl'I II iilil I!'Iiillli'iiii;Ili iiili I• 'Ii{ Ir I li 1 1 II li Irl r nl II 't' "1 111111 Iln 11 I 1111 , 1111111 r1 n n 1rlllr n Irl n r I 1 !n,1111 •. . �II11,111III1,r1,III• I„II.11�1,,,llllllll,ll,lll!„ .,111,1,,1 Ili, ,IlI.,, .,I,III .„lIIIf-, ,.I.i•,II„•.•I,.+•.. ,I.,•.,.,.I . ..!{111! ,111...I,11!lhll!!1•!.1111111.!1.,tll„l.,,II.1...I..li{in1111Ii:Drill,,,r,.IIIIII1r,,.,IIIII,I,II,ll�rr: •1111r1I11111rI,rrl{II..!.I,I,III{II,I,,. r I by ................. -- - - - - - - - - — - - - - - - - - - - - - - - V cn V) uJU I— _j Z N00*00'00"E 335.00' 0 1.1 < GRAPHIC SCALE c) x to o io 20 40 1-.. � uj k L-j x LAJ ( IN FEET 0 1 inch = 20 ft. Opp 0 C3 _lj 0 LJ z I.Q 0C� z�Ql� PROPOSED 3UILDING c) Ln PROPOSED BUILDING 0 C'04 4 ENVELOPE C'_ CD ENVELOPE In CL _'j 0 04 'r- LIJ P CDNQ � r- CID C-, z Cl) co ® Q TAX LOT 800 ORIGINAL SIZE = 1.30AC NEW SIZE = 0.67AC PROPOSED ACCESS N00*00'00"E 130.00' N00*00'00"W 75.00' A EASEMENT ORIGINAL PROPERTY LINE-: T uj 0 a 0 Ln rn C: co Z 0Q) (D TAX LOT 1700 0 0 z cr) C) ORIGINAL SIZE = 0.30AC di 0 0 NEW SIZE = 0.90AC El LAJ 0:3 z LAJ TL 1600 �1 0 .p I (:) w r- 0 P 1 _0 Lr) 0 0 00 < 00 br) z00 00 z z NOTES: APPLICANT/OWNER: KURT DALBEY 7125 SW HAMPTON ST. N00*001001/E 130. 00' N00'00'00"E 130.00' PORTLAND, OR 97223 A (503)670-3000 DEDICATION PER LEGAL: 2S-1W-SECTION l(AD) 0 0 0 TAX LOTS 800, 1700 di SITE DESIGN REVIEW. SW 68TH AVE • Lu Lu Lt Cr W U-1 M 0 z 0 Q) r\j FEB 1999 C) C) G Ne,, r- Tl�, CY) $CALEp 1"=2 0' Q) rn C3MAWN CP CD Cn JOB 97-03B r- OREAls F 14, SIERT SII 99-00004 Ln J. 12550 SW 68"' SSS PG I I of, 19 tl G1 el CD OF 2 SH I I1 I If 111k 11oliue appell-s clem-el 111:111 111v J U N 0 2000 dw-11111vill k i 11:11 (111;IhIN. docimirM. (h( fill( -T I I I I I I i I , 1111 1 1 i 1111111111111 1 1 I I I i!I 11! 1 !111 111 1'11111;1 1 1 1 1 , 4 1 1 11111 1 INCH MADE IN 04IM2 I !1111 I 11111 II IIIi II Illilll illi !ill iii!iil iliili 'i !Til Ili!1 1 'Iii 11 :{iil ii11i 1 i!ii--TI -,l_mTf!IhIla hull !ldi111 '!! I �IlllhmlWiIwd ii ' wIhII j24X ............. ............ so.olp II I REVISIONS By - EX. PU0UC ------ UTI E .IT. -._� _ -._ 4.� ._ ._.___ _------ - - - - - RIE"VIEW 01/15/99 - �- 9 q you to follow the rules REVISED CITY c»P -_-_----- ----- --- - v-- � I; EX. STOr2u-MH i I 4C ECT EW 1�• sTORM i I� f!���� ATTENTION: A Oregon law requires DRAIN TOiEX. 241 STOR I � I I I ):�STURM MH RE-new o1/27/a>1 RIM 262.7$ I 1' RIM 257.06 adopted by the Oregon Utility Notification Center. I DRAIN LINE I II I I L 24 tE 255.98 24' IE 249.46 - Those rules are Set forth in OAR-952--001 -0010 through - - - OAR-952-001 -0090. You may obtain copies of the EX. 12' WATERLINE _ ---r-- -- -- - rules b calling the center, - --- " -- - ---'� Ex. 12 WATERLINE y 9 (Note: the number for the - - -'"-- -� - -•� - Ex, 12' WATERLINE ---WET TAP EX. 12" WATERLINE • I Oregon UtilityNotification Center is (503) 232-1987). ,,,�• Fi AND INSTALL 12'X4' TEE g = 60.00' 30.00' ,! EX. 8" SANITARY E 8" SANITARY _ EX. 8" SANITARY' -- 30.00' 60.00' --- EX. ACCESS Ex. PUBLIC U L. ESMT. ~� EASEMENT � �. � �• �� EX_ SAN. MH • r . I _ EX. $AIl._htli PROPOSED 6' PVC EASEMENT UT1L. ESMT. PROPOSED A PVC RIM 262.87 SANITARY LATERAL RIM 256.39 !• •i�Bt` 1c A - ' 'v ! �/1 8" IE 245.99 - SANITARY LATERAL 8• IE 252.17 TIE INTO EX. 8' - t ', TIE INTO EX. 8" _._ - I • . �. ilp+ . " ' _�.8 .�. I SANITARY UNE I - SANITARY LINE I ! t : : i _�' I _ �I' __ - - . • ♦ S��C�A ti A Anwau-Tsr s» tiIAL. IL --- - I u 1 f �`�. - _.. -- - ---- • . }A ,>w .. Air --------- - I -- _w- - - �-- rte. ) 7�• N4'Op ra "r at at --T- -_ 1 • r t+t� - 70 EXISTING - I �.•I , �I ,� •.a BUILDING r'*'\ r =, AM ,�ar• (��.1 Ib Cp LQ 6000' - �-- -EX. ELIC --ARCHITECTURAL - UT1L. ESMT. _�- __ i •' �' / �p�- �� T- + 1 3 BLOCK WALL 30.( I I ' ` I , " I y �' a r qp J GRAPHIC SCALE t �3 __ ___ _j c� I I � � r Iw 1 .o .-�= --PROPOSED-- - ARCHITECTURAL ACCES ESMT. 0 10 20 -- 4o eo _ r I a �' �" �•'�, ` l , ' _- BLOCK WALL. 11z rp. ill] LM I I ( LIS W FEET ) I �� ARCHITECTURAL 1 filch = 20 ft ja ��'� a ��! , BLOCK WALL Q) VICINITY MAP T LBUILDING 'A' BUILDING 'B' r G;'fRy - Streets: F.F.E. 263.00 -- I � _ F.F.E. _= 260.00 I j� �� / 1. Construct sidewalk and driveway ramp per standard city details. ' I 2. All work shall conform to City of Tigard, Oregon, Standards and I Specifications. Note the attached Drawings and Details. EXISTING 3. A public improvement construction permit is required from City of Tigard. / BUILDING 4. Notify City Inspector Paul Icatt (#639-4171) 24 hours before starting any 0 work. _ 5. Access-to and egress-from parcels of land adjacent to the work area shall be maintained at all times. Pedestrian safety shall be provided for b the contractor at all times. - - PROP RTY LINE l� 6. RemovaUre lacement work and damage repair work shall be promptly If (ASS ING LOT LOCATION OF EX. WATER AND SEWER LINES TO BE .initiated and completed to the City's satitaction. No work phallpbe LINE ( VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION P �..J S APPROVED) - - considered complete until it is accepted by the City. The City reserves the right to cause testing and certification of work or repairs to be performed, to EX. CURES CUTS TO BE SAWCUT AND REPLACED • xIS11NG WATER METER RELOCATED WATER METER � WITH STANDARD CURB PER CITY STANDARDS the City's satisfaction, at permittee's expense. ETE 7. Erosion control shall be provided for b the contractor. I STREET TREE O 20' O.C. TO BE USE AS SERVO __- - P Y SCARLET SENTINEL MAPLE TO PROPOSD BUILDING SPLIT SERVICE TO BUILDING g. Not' f utilities per ORS 757.541-571. TYPICAL �-EX. WATER METER TO BE AFTER BEING RELOCATE do ADO NEW WATER METER ISTREET L104T W Y P c USED FOR SERVICE. TO z z ` PGE TO INSTALL. STREET LIGHTS ON 4' MAST ARM 9. It is the sole responsibility of the permit holder to provide for proper right-o.- PROPOSED BUILDING FOR IRRIGATION SYSTEM AND 100 WATT HP`S LUMINAIRE NTH FLAT GLASS LENS. IIn i ( entry (and/or easements) prior to starting work. Proof of right-of-entry > STREET TREE o 20' O.C. (and/or properly executed easements) shall be provided to the City. The City SPLIT SERVICE TO BUILDING Z 'ARI ET _�--� _- /--MATCH EX. shall in no way be construed to be liable for the permit holders failure to Q & ADD NEW WATER METER (PICAL X. I FOR IRRIGATION SYSTEM z f SIDEWALK obtain or provide for roof of ri ht-of-e t MATCH EX. E G _ n-= - p o p g m y (or easements). POL cls EX. 5' SIUEWALK 10. A sewer connection permit is re aired to be obtained from the City's SIDEWALKS u'T -MAILBOX / _ � } � 5' DICATION � xf P 9 Y '- PER U.S. 1\19 �� ,� 3 rill - � - Building Division prior to connecting to the City's sewer system. _ POST OFFICE / T - - 11 lailb �'� r , � o I Utility relocations, modifications or repairs, which may be necessary, s�� e e atirn ee'sexpense. - . -- _._ __�_ __._:_ ' • -�--_z._-� :_--..�_ performed in timely manner at the permitt ,! EX. 5' SIDEWALK I 5.00' S/w - EX. CURB ,� -- -- 20.00' EX. CURB 12. A hard surface patch is required to be laced at the end of s:� day's work, 20.00' -- �,_-- CONSTRUCT PER CURB CUT CURB CUT 5.00' S/W P q P Y -- -- --- _� (SEE NO TE) ___ . _. ____ _ conlsrRUCT PER ___ _ on all trenches in public roadway. EX. FIRE HYDRANT EX. 8• WATERUNE DWG. 120 -- (SEE NOTE) EX. 8" WATERLINE DING. 120 13. Traffic control must be provided for at all times. A traffic control plan must U MOVE EX. HYDRANT EX. UTILITY POLE RELOCATED UTILITY POLE •-� BEHIND PROPOSED CL OF PROPOSED 30' RELOCATE EX. INSTALL STREET LIGHT 60.00' -BIO-FILTER INLET be submitted to the City for review and approval before any work may begin. 5' SIDEWALK DRIVEWAY APPROACH UTIUTY POLE ON TO RELOCATED -- PROTECTION 14. As-built drawing to be provided to City of Tigard by Engineer. EX. $" SANITARY CENTERED OVER - - -`--` UTILITY POLE PER - jpr, a f PROPERTY LINE CITY STANDARDS EX. 8" SANITARY a Huancu Puk vr4w)B S. W. 68TH AVENUE EX_ SAN. MH RIM 255.52 f 8" IE 248.02 3/4- R 6• _I EOGF r I CURB JOwT -� �.�� • r • at_ • r r . �• • r . �•[r • �� • .� • �� �.� . .�• • •�.� . �.. • �� . r • �� . �+ • �r .�• • •..... . r • �� • r • �.+ • �. . �� • r • � � I 5 wN. SEE MUTE S 'tow • s• .^• 6• S _--,- �- DRAINAGE BLOCKOUT • j • 3' I.D PLASTIC ROAD 1- - -`• PIPE W/COUPLING 0• � w 16" 2' OF 3/4'-O' BASF.ROCK o '•0• .a COMPACTED SU AIDE oo0o 0 » o o G.4 SIDEWALK ADJACENT TO CURB 1 LU UJ CL �9. � I-------s' WIN. � e Dw v • cr ch cr O NOTES: � `2 OF 3/4'-0' BASEROCKUJ it COMPACTED wea+ADE A� . I OF THESCURB A AT THEREXPANSION TLOCATIiONSS TO BE RIASOEOUIREDED Al ATO LIMIT TCH POINT HE SPACING Y SIDEWALK AWAY FROM CURB TO A MAXIMUM OF 20 F1. NOTES: ' 2 TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 1 CONCRETE SHALL BE 3000 P S.I. AFTER 2e DAYS, E SACK MIX, SLUMP RANGE D Ems, WITH A MINUMUM THICKNESS OF 1/2'. OF 1-1/2' TO 3-. C'U CU n fa ] TRAVERSE CONTRACTION Jf31NTs TO BE SPACED N01 MORE THAN 10 FEET APART y PANELS TO BE S FEET LONG. ^ Q, WITH A DEPTH OF Al LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA IO a 73 ►- 4 CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 2E DAYS 3 EXPANSION JOINT'S TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTIUTY VAULTS, WHEELCHAIR RAMPS, A AT SPACING NOT TO EXCEED 45 FEET CID 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET ROF 13- AND MAX OF 3 FEET FROM PROPCRTY LINES. 4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE �� 01/15/99 ('11 CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN, 1/Y RADIUS. T t C' mO 5 SIDEWALK SHALL HAVE A MINIM'.M THICKNESS IV 5 INCHES IF MOUNTABLECURB IS USED IF SIDEWALK IS INTTNOED AS PORTION OF DRIVEWAY q �E NOTED OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICK ESS OF 44 INCHES. J I � .1' - C) 6. DRAIN BLocK0UT5 IN CURBS SHALL BE EXTENDED '0 BACK OF SIDEWALK MwrH 3' DIAMETER � « ' I GAM h PLASTIC PIPE AT 2x SLOPE. CONTRACTION JOIN' TO BE PLACE) OVER PIPE ❑RE6ON Ab 14, '� 97-03B No NA" E��-onnoa __ - SJ -� AlMrfiw ► oucws uo arr.E 'c+S J. S� �T [IO.[rIC aVM,1p1 [•..[O.a aVM111(Ma AJUtTr P. 01KIW G +'•••"""•+ STANDARD CURB v...war •10 r•r D[IC "a Z 7 J /5 err .� .� ,,.,�„ ,�. - s o wAuc 120 1 Cle2 1255() SW 68 11I an a Iva Rs�►r.. wo ,I►.. 12 5 � � mTs - c1 I'I i 1' nl I') -- --- -- -- - w OF If IIIiN notice itIIIIE'.Irti ule;lrer IIInn IIIc• JUN 0 2 2000 dociiulenl, IIIc' Iluculliellt is 111* nt:Irr„11ol (hill((. IIIWI III 111,1cd IIIIf' I 'llllll ' IIIi ' IIIIi'IIIII i I ll !, II IIII ii ' ii l illiiiil Illlilil I lill ► l' Ii IiII, II11 I I I ii I Irl i li ii I II i I ; I i• 11 � 111 IIIIIIiII { il � ll lil �l , I,� ,I ,Illllil ,llillll � � ; , �1lill� liil ! IiIllli i ! Illii{ iillii ; l :Il � lilltll;1111 I �INCH MADE IN CHINA III II III lillll I Iltl II Iliilll liil I III I; i( Iii Ililii i itll'li i Illi ii ,tiii ii n" I it I' 'rililil I till 1' II, I t't' Illi nl , 1Iln 11 rill I IIIIIII Inn n,l„t ul , it , , (�illllllllilll„11111. llllllli ..,,ll,l�llll„L,I,,. ..,ll..„II•fI, ,Il,ll,.i..,Illi.,.f„I,li, ..l„!Illl,,.11llil..11lll. .Till.. !VIII,I!I!li..t!III!1111!!I,.....Ill......Ell,!l.,.IItIIlII!!iilntutlli;�;Illl„ ,,,,II,11r11, .IIIiLI,rllllil,l ,,IIII,Illi,,,III III{Il lillllllllll,ll,ll, 6C 00 REVISIONS BY Ex PUBLIC -_ ---- ------- --- r UTIL. ESMT _- I: __ _ - - I l _ ! _ _ REVISED PER ARCH f-IEX, FIRE H YDRAN T - GRAPHIC S C A L E REVIEW Ql/15/99 AM I I CITY 20 - 0 -10 20 -- 40 el REVISED 1/2PER /99 r. RE�9EW Ot/Z7/99 k -•`DD --- _ - __ HEV,EW 02/25/99 FH LOCATION. 66TH AVE �F _ _._ -_- __ ( [N FEET ) EX. 12" PUBLIC WATERLINE EX. 12." PUBLIC WATERLINE I, '�----'" Ex t2" PUBLIC WATERLINE 03/03/99 PROPJSED 6" PVC LJ WET TAP �� 1 inch = 20 ft. SANITARY LATERAL-� 4" D.I. -•-� FIRE SPRINKLER 4 GV IE - 255.25 i _ P _ -- W� TB -_ _EX. 8" PUBLIC SANITARY EX. 8 PUBLIC SANITARY - _^ -_._. --�5�----- ---- EX 8" PUBLIC SANITP.R Y 30.00' PROPOSED 6" PVC- 30.00' u0 00' L-X SAN MFi - �6" PVC INSTALL BACKFLOW EX ACCESS EX PUBLIC RIM 256.39 I 60.00' EX. ACCESS RIM 262 87 SANITARY LATERAL. All- -0 EASEMENT UTIL. ESMT. EX. PUBL11: = t.=51 23' PREVENTOR, FDC & -ti" PVC LATERAL EASEMENT 8" IE 25217 IE 4.x.80 I 8" IE :45.9. - UTIL ESMT 5=0.1000 VAULT WITH SUMP PUMP S=O 060' 5=0.0600 (SEE DETAIL) _.._•,,.__.--;� FD -- � ____ _-.-_ _ - _ _ - V) -wi BEND ATTENTION: Oregon law requires you to follow the rules Q �- , � - - adopted by the Oregon Utility Notification Center. Cr � _ Those rules are set forth In OAR-952--001 -0010 through UI - L ElE OAR-952-001 --0090. 'You nay obtain copies of the - ( � IF = 4,4 y� !� Zi --Zi I [­.-, -__- rules b calling the center. y g (Note: the number for the -IE = 258.22 Y Oregon Utility Notification Center is (503) 23?-19�ii)• Q EXISTING .� L.J I BUILDING SanItary Setlltir: J _ f 1. Pipe shall be PVC sewer pipe conforming to ASTM D-3034-SDR 35. n 2. Where the sanitary sewer laterals are within 5 feel of the buildings, Uniform . ' -- co 00' T `v I Plumbing Code requirements for pipe; type shall apply. The contractor has IW I - - --- EX. PUBLIC---- I - the option of using sewer pipe types acceptable under the UPC for the entire r 250' length of the buildingservice lateral train the connection to the existing UTIL. ESMT. -_ -_ - lateral to the building) C i 3. The reviewing, approving and inspection agency will be the City of Tigard Engineering Department. 9 9 P 30.00' -- - - -- 4. Backfill for the drainage pipe shall conform to Class 'A' in unpaved areas, and --PROPOSED- ARCHITECTURAL------ I Class 'B' in paved areas, as noted on the detail sheet of these plans. I I ACCESS ESMT. BLOCK WALL 0•n.oye flu.•,••.Pon 97-00.7/ 1-•-99 I� ARCHITECTURAL-� _ BLOCK WALL 1II -(SEE FIRE PROTECTION PLANS &-. ARCHITECTURAL i - --`- SPECS. FOR EXACT LOCATION', I BLOCK WALL C I YMotr Supply. U 1 Faur inch and larger water mains shall be ductile Iran pipe conforming to AWWA C151 Class 52. Pipe is to have cement mortar lining and bituminous O BUILDING 'A' I seal coat conforming to AWWA C104. Joints to be push-on joint. Pipe fittings are to be of the some material and class as pipe and of da•nestic F.F.E. = 263.00 - "�`�� --• • •- • �x-=J origin. Pipe is to be laid such that it is supported along its full ler,rth• i / f 90' REND •� including digging of "bell holes". (SEE FIRE PROTECTION PLANS & W/ TB 2. Two inch and smaller piping shall conform to acceptable pipe types as SPECS. FOR EXACT LOCATION) I (� BUILDING 'B' ZEXISTING TREE permitted under the Uniform Plumbing Code. All plastic piping shall be ?J� installed with a 12 gauge copper tracer wire with a blue coating. _ _ -_ F.F.E. = 260.00 I 3. Water mains to have minimum cover 36". W/ REND 4. Thrust blocks are to be provided at all changes in direction and branches. W/ TB -- �� Thrust blocking concrete strength is to be 2000 psi. See details for thrust blocking sizing. Pour thrust blocks against undisturbed earth. EXISTING 5. Hydrant pumper outlet to face the direction of access. BUILDING 6. Granular backfill is to be compacted to 95% maximum dry densit/ per AASHTO T--99 test method. Backfill under streets shall be 1"-0' crushed I rock bockf ll. r 2.50 -_ _ 7 All waterlines will be pressure tested and chlorination before connection to 2 I the Tualatin Valley Water District water system. C 8. All materials, installation, tests and chlorination to be in strict accordance - ,- with the standards of the Uniform Plumbing Code, the Tualatin Valley Water w District, and the Oregon State Health Division Administrative Rules, Chapter --- -- --- I 3�3 p a- Z 9. On all piping prior to the water meters all materiels, installation, tests and 45' BENDN chlorination to be in strict accordance with the standards and codes of the Tualatin Valley Water District and the Oregon State He,llth Division W/THRUST BLOCK w 0: I Administrative Rules, Chapter 333. (TYPICAL) _ EXISTING WATER METER X 3/4" W TER SERVICE C•w,•oo n,•.,...Pa" 97-.7032 2-.-w C) PROPOSED 1" TO BE USED AS SERVICE 12670) SW 68TH AVE) INSTALL BACKFZ LOW DOMESTIC WATER TO PROPOSED BUILDING. I E`U1;F AS SERVICE _ PREVENTOR, FDC & I a SERVICE SERVICE MUST REMAIN TO PROPOSED BUILDING I VAULT WITH SUMP PUMP 1 OUT OF SIDEWALK AFTER REIN( RELOCATED -- PROPOSED 1" DOMESnC - i--' a_ "'" 4 WATER SERVICE-,,.,h., �! R' ` • -" I ■ of ■ �--'--+lar ■ R r r DC r �� IRRIGATION SPLIT SERVICE TO BUILDING ` it �� - _ r� J C] WATER SERVICE lJ I --& ADD NEW WATER METER36 a ,. _ 1 �' III FIRED SPRINKLER 7 5' DEDICATION FOR IRRIGATION SYSTEM. r ,'�: •� g1Q 1E1 '� •. • d • • • • • 4 • • • .1 • • • • __\\++ 4 ­,07 6" SLEEVE I �-RELOCATED FIRE " R ' r OF MEGA LUG HYDRANT MUST BE • a t-7.T e i APPROVEDBY TVWD EX. FIRE HYDRANT EX 8" WATERLINE' EX. 8" WATERLINE \` INSTALL 1" �� �i-. �,'r ' :r MOVE EX. HYDRANT REPLACE WITH NEW IF WATER SERVICE • i;�= UNACCEPTABLE TO , BEHIND PROPOSEDCo. I r It," _ 4-d 5.00' SIDEWALK DISTRICT. i ,,� I a 1 �""" • -EX. 8" SANITARY L EX. 8" SANITARY CONNECT TO EXISTING MAIN � �X, _ v ' •. W. 68TH AVENUE SAN. MH USING "8"x6' TAPPING RIM 253.52 INSJ ! "`•t � � I t � � • �+ SLEEVE AND GATE 8" IE 248.02 ` \ --- -- - - -- - - - VALVE-- -- -- -- -.. .-. -- -- -- -- -- -- _- - _ _ - - - - -- -- -- - -- 7 -� ■ ! SE I l-J IL Inrlac � K LM M MnffffA � ! � '� •rr•r• •rro ML ■ iin ♦ � •r•• \ .�` • ` rr � ,111x,1 ••r• • i, I (12 1 tr >r I� I I •.•. ■• �� l , - •••• •o. it .a7 I �•• W 2 VICINITY MAP z Z z � � � ua (%� 0Go t� sough oko 1p c. to CC A•1 U: _■ ko It- to 1- ,� � DATE O �� 1�,8 �� SCALE N 0 7 D DRAWN I;A!`1 f RE' N ui 14 JOH a '-O > i it M SJ q � 3 SHEET in til I 'N)-lllllllltC1 I.551► SW hxln Li I l(i I 1 fit' P) lJ .....,,;, - - «... .��, r.. ,x,.,.... x.. 'rrwt•-•.^twp"7..-jL:.. v. rt?&,9 r,grjej r._�. 1!.'11„x. ..._Y,'°'At•1.R'1llfN�lllr.f7• - •.nlasie^J1T- - .v.tnr"^r1rwR7■11•.,+"!a!r's�a►p*.n.^^. mY+r711rNti�A*9w•4•nr•. . :,r•r•, •••,a�P •lr�rYr .... ,.. _.....712•,•1,,..,,, „ „+,. m ..y11w11►. - .,,IL1, ..fvwsr:•q.An...7171^.._2. ,..e.,.,< F SHEETS rT �'uP�� ,�+r!>Lw1 11lR7> «.f lr k^C'1"lA,1tf i ^7f ir1CP,r^+1'r1RD1�P 7P1■1♦1 « . ,. , ' 9A1'111■' '^MYfYA." .,,..^,E]KqWTgi►•11!' -"NW '.uaw• ..,�r,.p _.�. ...�.�.. .. rl If this notice appears cle:lrer 111.111 file JUN 0 Z 2000 dOctlmcnl, the tlllcunlenl is I►f n1:tr>;ival tlualit�• Illll'I'l1Illlllh(I Ijl� llljijl !lll !; !iijlj! i Illjijl�ij!jl i Illi! il�! llil�! illjlji�lllji Ilij!I!; ! !!I!" `lij ;Ililili I illi ll�ili ! i 'ili ;ijillj , i I Iliiili(Ililll! I !IIII Ilii li fiilllllij I ! t INCH MADE IN CHINA i 1 IT-I I Ii 11 T: 1f 1� r ! I I IIII I I I IIII Ill II ii ,li 11 il, i{ i ' I' ' !' '' n 1 t "1 11nn 1 1n11, , n11 1 n 111 11 11 7111„1 11 In till ll�ll,Illl,rIIIII,!l,llllll l.,,,ILIIII,IIIIlII,I, .,IIII ,I IIII.,III L,I..,III!l.,t!lIIIf4..,1!I.,I!!!!Illi !!!•11111!!!!!�lll!!'r!Illll!I!i!I!�!IIII!IIII!ul!!!IlIIII!!!!�1117lII„llll,llllflif:ui II" III„ „111 II ••11 �I I,II) !!•,71! i I! fll{ Illlilll{11111,. . ., , it 1,111 :, , ui , n,1 „ n ,! n u,l , ^• •`. a i i 60.00' REVISIONS BY kEVISrO PER CITY 1 UTILPESMT. 1UBLIC_ 5 RE AEW 02/23/99 I EX, FIELD INL GRAPHIC: SCALE 12" IE 263.14 EX, STORM MH 20 to zo us/o3/y9 RIM 2E2.78 0 60 EX. DITCH-N,,, 24' IE 255.98 '1 PUBLI STORM LINE. EX 24 ' EX STORM MH ( IN FEET ) EX. CATCH BASIN CONNECT NEW 12" STORM �� EX. CATCH BASIN RIM 257.06 1 inch = 20 ft. PRIVATE DRAIN TO EX. 24" STORM RIM 256 24 24" IE 249.46 12" PVC ��MATCH EX. PAVEMENT RIM 259.85 DRAIN LINE 8" IE OUT 253.34 AL L=72.00' _ 8" IE OUT 256.95 IE = 251.52 I 10.00' NEW PAVEMENT 60.00' 30.00' �.-PRIVAT� EX, PUBLIC EX.0.00 3AC 0.00' SS ITP PUBLIC EX. ACCESS RIM 256-50 N212 PVC ` MATCH EX. PAVEMENTUTIL. ESM1". EASEMENT UTIL. ESM1 EASEMENT r a" IE IN 253.00 5-10.6 0' 12 IE IN 252.75 5-0.03461 -- _ ��251 r 17.1' (SEE DETAIL) -- � A-2 I -� _ RIM 253.00 (SEE DE IL) 4" ABS -� ----- F 7 - L=14.00' 4" IE OUT 253.00 ( ^ EWJ RIM 6�, TAI (SEE DETAIL) `� SUMP 250.00 lC'. J1 12' E UUT X63.5 2" CURB--- P URBS -_' J SEE L) RIM 58.5 -_ (SEE DETAIL) - - - -DRAINQu - - I _---- -- - - --- k- W _- -� PVC __WTFALL D 0 13.5' L=11.50' 13.5' - - L-11.50'PVC -- 12" IE 253.00 Q ---� --Y _ I PLACE CLASS 5o ATTENTION: Oregon law requires you to follow the rules cr) . 21 50 _ Ii � 8" IE OUT 261 - -�-- eo a-3 e" Pvc RIP RAP adopted by the Oregon Utility Notification Center. r� s PVC L 0' S=00060 8" FVC L=77.00' S=0.0075 ( RIVATE) 1 _ RIM 259.55 L=13.50' S' LONG X 5' WIDE p 9 Y IE 255.45 S=0.1481 Those rules are set forth in OAR-952-001 -0010 through V� p RI GOB 4 I OAR-952-001 -0090. 1 ou may obtain copies of the O ' M 263.00 RIM `62.9`1 s E DETAIL rules b calling the center. Note: the number for the ( ) RIM o, 7 Y 9 �b 4.1' , _ IE 251.04 IE ,.56.58 8" PVC 8" IE 256.00 250 Oregon Utility Notification Center is (503) 232-1987). ! 10" IE 255.92 L=0.01 ROOF DRAIN RIM 257.50 I �-ROOF DRAIN S=0.0126 � 8" IE T EXISTING .I I 18.07' RIMM225�8`.89 I BUILDING -..) 8" IE OUT 256.39 260 8" PVC I . ' ' L=65.00' 60.00' PROPERTY LINE ��I 5=0.0100 t EX. PUBLIC f---10" PVC (SEE DETAIL) � LQ UTIL. ESMT. I r ^ L=74.00' ARCHITECTURAL II 5=0.0065 BLOCK WALL �i Cr 30.00' ARCHITECTURAL- I w PROPOSED BLOCK WALL -- TOP OF BLOCK WALL •I �-ROOD DRAIN ACCESS ESMT. ROOF DRAIN - -- �_` ELEVATION 258.0 � Ca �-•� COB 7 - 1,2 IE 254.50 r. II , '' _ PLACE CLASS 50 I , 4j RIM 63.00 12" PVC RIP RAP 1 I Il IE 257.69 - - L=10.16' - I 5' LONG X 5' WIDE - .-ROOF DRAIN o / S=0.0050 t e_+ ^. I t O z r \ ROOF DRAIN-� 12" PVC L=68.47' S=0.0050 1 •5 POLLUTION CONTROL MANHOLE `J I I o ' g_2 D RIIv1 258.00 II BUILDING 'A' F.F.E.ILDING !B� GQ 260.00 I 12" IE IN 254.65 F.F.E. - 263.00 ?�' f = 260.00 12" IE 254.89 12.6' 1'.6' 12" IE OUT 254.55 '53 m _ I Q -25+ z 10" IE 254.97 SUMP 250.05 25 N ]' oc�r `� v ARCHITECTURAL 8" 'IE 255.06 r x BLOCK WALL I -" -- 257 w ' I ---4.0': /EXISTING ! I TREATMENT SURFACE I TREE ELEVATION ?56.50 II -ROOF DRAIN ROOF DRAIN-� I 71 - - ' EXISTING 256 BUILDING �--ROOF DRAIN i°' ROOF DRAIN 8 PVC L=87.00' I 2. :1 111 S=0.0100 8" PVC-`_ L=102.00' 2 50' S-0.0060 I I r- EXTRUDED CURB ISLAND A.C. i ROOF DRAIN ROOF DRAIN I -8" PVC II -EXTRUDED CURB L=11.25' J - ' LANDSCAPING- ��_�=- co R-aS=0.0060 8" CLEAR PATH BETWEEN-/ „ RIM 262.30 CB Cr-3 GO C-2 I EXTRUDED CURBS TO ALLOW =_ A IE 258.56 RIM 258.25 %! RIM 258.75 FOR PARKING LOT DRAINAGE. D I • -� 8" IE OUT 256.27 IE 256.21 �-x_4.0. � POND _ SECTION " A" - "A" � _ POND DETAIL �- 4 8" PVC L O.( ' 0.0060 CO C-1 EXTRUDED CURB ISLAND DETAIL �( A�F I�(EFT - - RIM 25 LIT �.� 5 6 I 5.6' RIM 257.50 8" IE OUT 256.34 �, 1 IE 255.67 P T5' DEDICATION } ray L=21 35' - STUL-PLATE CATCHBASNS SMALL NOT K LESS PIAN 10 S=0.0060 cALICE wM WELDED SEAMS W1H SLEEVES ATTACHED !oa i eQ, CONNECTNC TME Slew DRAW LINES _�^-- E • :7 • d • ; •• • •• A • 1• • • , • d 4 • • • A 14 THICKNESCAICHBASOFNOT LESS THAN 1/Or CAST JSHALL HAVE A 4'' WITH SLEEVES ATTACHED (r7 • • .• '• • • FOR CONNECTING 111E Si0R11 DRAIN lRlEi. y STEEL CAICHBASINS SHALL BE ASPHALT COATED INSIDE Y OUT0 CONCRETE CAYCHSASWS SHALL NAGE A MALL 714"1ESS Of 4 N BE RENTORCED WITH /s BARS • 6- O.C. CAICHBASNS ARE 10 BE PRElAMICATED OR POURED N KACE r n GIATL 10 BE WELDED STEEL DROP N CRATE (ASTU A)6) v J ENO BARS 11Y_.2'. CROSS BARS 1/2•.2' 0 2. O.C.; BIKE STRAPS 1/6.I ; 16,000 IO> UNIFORM LOAD CAPACIM RIM SEE PLAN 11C1N �RSEE ELEVATION S). W. 68TH AVENUE I SEEP N WART N SEE PLAN FOR SEE PLAN ral SIZE a ELIVATION ,. SIZE 6 ELEVATION 16'.24•■ ' TRAP WELDED TO SALE - -- --_ -- --- -- - � clr cArcHeAiw CONCRETE BASIN STEI L BASIN 4" ABS FCREW 0 IN CLEANOUT 24" x 24" PRIVATE QATCHBASIN DETAIL z 112" ORIFICE TREATMENT SURFACE ELEVATION 256.50 / I.E. 253.00 d , , 0- 4" ABS / Storm Drains: W 1. Twelve inch storm drain pipe shall be PVC conforming to ASTM 3034D, or C' approved equal. �" w 2. Catchbasins may be prefabricated catchbasins or poured in place. All �r x _ catchbasins are to have trap and siphon type outlets, except catchbasin in z CFI POND BOTTOM ELEV 253 CIG ` Scoffins Street. W W co Go 3. Granular backfill is to compacted to 95% maximum dry density per O 1/2 CU.YD. -� AASHTO T 99 test method and native material shall be compacted to 85% of °.' 3/4" GRAIN ROCK , ' - I.E OUT 252.75 in place density of surrounding soil. �"'� �• Io 2" wEEPHOLE T 4. All materials, installation, tests and inspections to be made in strict � 00 � CO +• accordance with City of Tigard specifications. s 7 N C*fx=gs Bluineu Puic 97.003B I-4-99 0 G %G INC esJ' DATE 01/15/99 m I 2'-0" 6" -+'I ti`' Fp r I � �O WV 12,8 2 SCALE NOTED i 3 -O I 'ic.►.� DRAVN rn r" W.O. OVERFLOW STRUCTURE A�-1 , GAM U W.O. OUTLET STRUCTURE A-2 ❑RE 0 ()()-00004 P ,, JOB 97-03B till 12550 SW 68"' r� '(i 14 of, I E1 ��M 14, / r. I q��'.-' SHEET �' WATER QUALITY OUTLET STRUCTURE A- 4 & A_� C2 E c, OF SHEETS EX, M 6T61A1 w�`B�B!' ('1 II' Illiti noil ice .Ippears cll arcr 111;In IIIc JUN 0 7 2000 docimienl, the docunlell( is of n1:11,0rlal (Iu,lli� Illll'I(1�I Illll'l� V I I I III!IIlII III i l l {1 ! ! I l i 11► I!' II I ( I I I � I' Ii ! ! i II TIN; � i � ! ' III I I I I illi .II ►III I II 1 II li 111 I i �I I �! { I ► ! j i i I li i i i I II�; II I I , i t INCH I MADE IN C14 NA lI I' M 1 SRI! I 7 I 1.Tt " I, 1: 11 -moi II III III 111111 III I Lill.. Iii1i11 I.illl 1iiinl liri 111 I 11 ii,i It'hil Iiliil iii,i I Ilii'i ii I" �iiiil III I I "I' I,!nll It In�ln I 11,1 , II„III !II n n1n uI n , 1„ , I IIIIIIIIIIIIII,IIIII..,II, II I iIIJIlllllll. . ..I..„,,,il,.,.,,1,,,....1lIII,. .lIII1l...I.I.,II••..lI..I•..,I1111••.•.III... .IIIIifI,II.. .I,Il..hnlll.,...IIIl...I.�l11lIIl.tllll! II!!lil:IIIIIIIi;,�III1,, 1,.II.,,..,,IIII,,,IJ.III,. l ,liI,III„„I!liil„I.IIIII,I{II tilt, II�.BBBIIIBI�tt� REVIlM IY AMMUCTI GRAPHIC SCALE )ASED CW j I ! CnY 20 0 10 20 40 a0 NEW 02/23/99 CP -Til- ---- D�-- - -- �- T i - 1 IN > �.-r h ' - #-1 - --ifilb 15 +31 163.70 203 / I ( 1 inch = 20 , ft_ Zen 40 W 263.2L/ r B 2 3 9 / II - --- - All A-�� A �' /-EX. EDGE OF PAVEMENT 11I i ATTENTION: Oregon law rAquires you to follow the rules adopted by thf- Oregon Utility Notification Center. 1bb / 202 05 102.04 261 sa .�'1 01.12 U.)5 l 250 57 259 of 259.02 I__. S4 259.oa 2 1.!)0,� 57.34 W �2Q p _ _ _ ,. J+` J Those rules arc set forth in OAR-952--001 -0010 through LA2 k' AC EX-AC EX AC X-AC �X-AC EX-A(? Ek-AC EX-AC - A� EX-A r�i- odcX-ACf , �1t; 203.75 _ f 2aA4o 2 G,o �g zS�,, .35 256 OAR-952--001 --0090. You may obtain copies of the --- - 206(X) __ 263. ---- _ I --_- Q4 257-r-" rules by calling the center. (Note: the number for the i "f, " I '2b3 °1A �6�- 256 z1 Oregon Utility Notification Center is (503) 232-1987). Q� I` 810- BAGS 92.50 a2.2s 1.40 -- (TY CALF AC AC 1612 5 C 23 i I 25 265. 264 :a2 '-- -- 261. '� 0.75 0•a0 259.5 259.50 ; 1i,_ W _ C2537 - 262.50 - - - - 260.00 - - _ _. � les so ze♦ 4 . 3. Ac �, i -- - - - W 260. -/ l Erosiou Control: 7 e I Seeding/Mulching: " ze2 00 leo - 260 AC _ Summary: 1. All areas disturbed dun' construction to be graded to drain and compacted 2. - Ac -- -i __.- r'� A I 1, The intent of the requirement is to prevent siltation from reaching storm L ° 257 I to a minimum of .'U of AASHTO T-99 immediately after installation of - 0 drain systems and drainage: ways. - ------ -- - - - BIO-BAGS I The minimum measures need to be made on all projects. utilities or grading. TYPICAL) A ravel ad at least SU feet ion is re uirec. where vehicles will leave 2. Recommended Seed Mixture: 80°o ELK,k Dwarf Perennial Ryegrass and / ITQYPIBCAL) / - N ' j EXISTING a) b P 15 q 20% Creeping Red Fescue, by weight. Application Rate shall be 100 pounds ^-- I I BUILDING . • minimum per acre. the construction site. i 2s�z5 257 1 b) A sediment barrier is to be constructed of straw bales or a sediment fence I \ Aca 9 zse ! I where noted in the details or where sediment will cross outside the work 3. Fertilizer shall be 12-16-8 with 50% of the nitrogen derived from UREA - ---- - 256.05 Ac 2 _ I FORMALDEHYDE, and applied at a rate of 400 pounds per acre. QQ JLJ \ ( 2 Ac I area. 4. Seed and mulch at a rate of 2000 lbs/Ac with heavy bonding agent or netting (/'� c) Where excavated material is placed on hard surfaces (such as streets) LJJ material must be broomed or scraped clean as soon as possible. and anchors. Mulch shall be a wood cellulose fiber or other material suitable ARCHITECTWRAL I ! I P P for hydromulching. "r, Z) \ I d) Riprap exits from all culverts and storm drain pipes draining Into the BLOCK WALL ditches or swales. Riprap is to be Class 50 riprap or larger or as noted 5. Temporary or Permanent Hydroseeding or acceptable seeding and mulching must be provided whenever perennial cover cannot be established on sites (v'� / I I elsewhere in the plans. ARCHITECTURAL / -_--- -- which will be exposed for 60 days or more. ARocK WALL \ e) Reseed or cover disturbed areas as soon as is possible and practical but no �j later than the completion of construction on the other phases of work. \ �4 O.Sd 2 .!0 256. -�- ; 9 - ARCHITECTURAL P Sediment Fence: N Q 262 AC C BLOCK WALL Erosion control measures such as hay bales and silt fences must remain in 25 .40 59. 1. The filter fabric shall be purchased in a continuous roll cut to length of Q Z 262.7 - "c I " 259.77 ;' �- °'� 7 place until seeded areas show growth substantial to prevent erosion. jointsf J AC I Ac f the barrier to avoid use of joints. When are necessary, ilte. cloth shall be spliced together only at a support post', with a minimum 6 inch overlap, General: Q , r;' / ; _,_j 1. Approval of this erosion control 'ESC) plan does not constitute an approval and both ends securely fastened to the post. ' G�/j %%1 -- 2 The filter fabric fence shall be installed to follow the contours, where ' / ASC '4Q / _ _ of permanent road or d.rain•.ge design (e.g. siz,: and location of roads, pipes,, ! BUILDING A � BUILDING 8 - - � feasible. Then fence posts shall be spaced a maximum of six feet apart and 1 2 � � � restrictors, channels, retention fa-.;ilities, utilities, etc.). F.F.E. c63.00 F.F.E. a 260.00 / � � �' The implementation of these ESC plans and the constriction, maintenance, driven s��urely into the ground a minimum of 18 inches. 262 77 259.77 I / / ' of thesf� ESC facilities is the responsibility of 3. A trench shall be excavated, roughly 6 inches Wuc by 6 inch s deep, AC 26 40 40 AC replaceme:nt, and upgrading P upslope and adjacent to the wood post to allow the filter fab-ii.; to be buried. ! Ac I theapplicant/contractor until all construction is completed and approved, and 262.2711=.)I 02.2 - 259.17 / I � , A Ac Bury the bottom of the fabric 6 vertically below finished grade. All areas of / a; EXISTING vegetation of landscaping is estab'tished' filter fabric trench shall be compacted. / sw �; BUILDING I 3. The ESC facilities on this plat. roust be constructed in conjunction with all 1 clearing and din activities, and in such a manner as to ensure that 4 The filter fabric shall be installed with stitched loops over fence posts. The grading sediment laden ,water do,a not enter the drainage system or violate fence post shall be constructed of 2" x 2" fu, pine, or steel. The fence post applicable water standards. must be a minimum of 48" long, The filter fabric shall not be stapled or attached to existing trees. C;6 C: 4. The ESC facilities shown on this plan are the minimum requirements for 59.25 I anticipated site conditions. Dunng the construction period, these ESC 5. Sediment fences shall be removed when they have served their useful 0 "C i facilities shall be upgraded aS needed for unexpected storm events and to Pt��, but not before the upslope area has been permanently stabilized. II 202.2 I ensure that sediment laden water does not leave the site. 6. Sediment fences shall be inspected by applicant/contractor immediately after /1 SW i each rainfall, and at least daily during prolonged rainfall. Any required L.L II S" �// //// 5. The ESC facilities shall be inspected daily by the applicant/contractor and I I �7 _ '/� /j�/, I maintained as necessary to ensure their continued functioning. Erosion Corepairs trol s9Ahal1 be made immediately. jBIO-BAGS 6. The ESC facilities on inactive sites shall be inspected and maintained a GRAVEL CONT. (TYPICAL) O minimum of once a month, or within 24 hours following a stator event. � I f��cE�// 111 - 7. At no time shall more than one foot of sediment be allowed to accumulate -�-J 266 7s 258.40 r NOTE: II 2 e within a trapped catch basin. All catch basins and conveyance lines shall be I / / AC 259.00 ! I SEDIMENT FENCE TO BE PLACED ALONG PROPERTY cleaned prior to paving. The cleaning operation shall not flush sediment 259.�s�/j 2�a N 2 2.76 /' 61. 260.5 � // S ; 259 � LINE ON ALL SIDES EXCLUDING THE NORTH SIDE. laden water into the downstream system. SW ,� ` 8. Stabilized construction entrances shall be installed at the beginning of ( 1 262 _ ,//// /j/ 258- _ -- - - construction and maintained for the duration of the project. Additional &' =All _ '/%/��/ Ac ---- i 257 ` _ measures may be required to ensure that all paved areas are kept clean for the Yet 262.17 01.56 200.38 2 ^59.20 :r�9 // / 25622 2A7.e7 _Aw^57.19 256.77 _ 256/ 255.64 _ duration of the project. --- --_ Zak 161 ��-� d • • • • a d • • W • d d�d • SSW • iW d • / TT , l MAY BE USED SHURT TERN _Zl_L� ---- �. . • `. • . .._ _ 1 � __• • - -. oo trE3S,21 ` 1 ESTIMATED EARTHWORK QUANTITIES I /r W. UTILITY x AND v. Q 61.57 �- 360.96 260. �1s9.7e (Sa Y4- sae x.41 257 9 57.02 i.QJ �.ss N156.,i a 55 04 nvstw OF DEVEI�1•NT • ,L OL cA a GL a- GI GL Ix a• CL cL GL (EG TO SUBGRADE) Erosion Control: PROTECT ,tvLLT ORION --- 1. A sediment fence,,bamer must be constructed at the points where sediment - a a O Rr WITH HARE MES`i CUT1,390 cu.yds. will cross outside the construction area. Ilio sediment barrier shall be a O 0 BARRIER. SEE °, BIO--BAGS _ DETAIL 3-7C. (TYPICAL) FILL 1,650 cu.yds. sediment fence. Minimum locations of sediment barrier are noted on the. �.. Erosion Control Plans. NET 260 cu.yds. (FILL) �•�- 2. If more than one foot of sediment builds up behind the sediment barriers, the J. �U. 6 8TH AVENUE I contractor will be required to clean out the sediment and keep the barrier in good repair. CATCH BASIN AREA DRAIN 3, i es are created, sediment barriers shall be placed around "TS MTa mounds o les. �1 If dirt mounds or piles d 1 •,��:�_�, _ ._____ � the our r pi 4. Areas of site to be landscaped must be seeded or covered with some ground protection cover prior to removal of the erosion control measures. Seeded areas must have as a minimum, seed and mulch at 2000 lbs/ac with bonding A 1 •• FLOW a • « .•�. agent. •••• 5. The implementation of these erosion/sedimentation control (ESC) plans and •«• the construction, maintenance, replacement and upgrading of these ESC - - --- facilities, is the responsibility of the applicant/contractor until all construction _ - is completed and approved, and permanent vegetation is established. PLAN -, 6. The ESC facilities shown on tliis plan must be constructed prior to all cleaning FILTER USE. STITCHED LOOPS and grading activities, and in such a manner as to insure that sediment does I S FILTER FABRIC MATERIAL a FABRIC OVER 2'x 2' POSTS 36' VIDE ROLLS not enter the drainage system or violate applicable water standards. Ft_ov MATERIAL I I � D 7. The ESC facilities shown on this plan are the minimium requirements for -T j ci I anticipated site conditions. During the construction period, these ESC A a b ,NI b facilities shall be upgraded as needed for unexpected storm events, or as o �•�!',®' ! D iu directed by the inspector, to insure that sediment does not leave the site. Z n z - '' 8. The ESC facilities shall be inspected daily by the applicant/contractor and SECTION A-A S ' / • .� 1MQ� maintained as necessary to insure their continued functioning. DITCH INLET 111 O In VM'art ;•, R �,.• ZZ - 6'IMXIMUM SPACING 9. Stabilized construction entrances shall be installed at the beginning of N>: - _O - - 1,811.•�w o ctj onstruction and maintained for the duration the project. Additional measures TECHNICAL A BI Fltter Baps t- r F""" I"" °•`"'"'■"a r'•`�w'�/ ' n FRONT VIEW SIDE VIEW may be required to Insure that all paved areas are kept clean for the duration of EC , ICL GUIDANCE HANDBOOK Temporary cv �„ 7t Detail DrawwQ 3-7D 0 1 slr,s7w,rt W IF MIR Il � , �M �a the project. ..� rw*•wcc+su aw�w �wM w a win w -- �"� Z� i 0. All projects with exposed ground surfaces anticipated between October 1 and Q 1W ML FM ad"FAIALY D"111FE311110111ft April 30 must apply seeding/mulching or other type of cover, immediately %.,�C�; V M ANGLE BOTH ENDS OF FILTER FABRIC after ground surfaces are exposed from grading/clearing operations. �NG INaFF,��, DATIr 01/15/99 b' 7 FENCE TO ASSURE SOIL IS TRAPPED - -,\ NOTES nn,c Erosion 6-29-93 �5 .t. E�,Q f O 7 \' L ■WY BOTTOM � FILTER FABRIC •• V / 12,8 OZ � NOTED ° •+ VERTICALLY B[LDV FIMIS1Ea GRADE. rn -� L rx r Fet FINE a STEEL J( L DRi-1 -Z L, v�� MAWN FDCE POM o ';' � INTERLOCKED / B, STITCHED LO0►S To IE elaTAuct 1 �y) e,( ^ 4_0 GAM p ro 2'x 2' POSTS / DEIVNRLL SIDE OF kJ3PU \ AN ❑k � 7 AND ATTACH +. CUWACT ALL MEAS uF FILTER FABRIC �1b ] , � 97-03� �- -CxavN CarKtru�tlon _ �� S •�, S fIiFEET �v.l r` VRr. w,1h TDP VIEW TwEICII q �S� TECHNICAL GUIDANCE HANDBOOK Inlet ft Iwo TECHNICAL GUIDANCE HANDBOOK Enteric• N .I 1 99-00004 Dad B.•..o B-7c U 12550 SW 68f11 ti..wBnx�r+w 1..!•Mw wwr C3 LAJ 1,(; 15 of 19 f F 5 D*rm a If this Ilotic•e :Ippe:lrs cic�m-el' th;Ill Illi' JUN 0 2 2000 docilull'nt, Ow Ilncun►cnl is of, marlin:11 qll;llit�. Illll'I(Illllllt'll �Ijl� lj! jljlj!j !I ! Ililjl ' I i ' lll' I I il! I 1111 ! rill Ijj Illjljl�i; ljlj! 111j(j�;l� : ;ij': ! ,l � jij; ; liijlj.li ' Ijl 11ljlli�!' Ij ;� I Ijlill?!Ij111" I ljljllljljljl I;Ijlllllll! I � I , I , I _INCH MADE IN 04 INA71 f ! 1 [AI t �L -� A 1 I II ..I I. i4 ..l 1 1. It 1 I. iT 11 -��- nit I �- 4- lilt IIII III II 111 1111 II Ilii Ili IIII jl I!I „I 11111 1 IIII 111 11ti 1 lir ,11ii Inn 1 nI 1 II 1 IIIlII til,n 1 II I 1 VIII n 1111111 I Irl , 11111 nil nu n, n , ,n I VIII IIIlI,. LII!llnlli{ ! IlIII. 111 j 11 nilfilji, IIf11,� ,,,,IIJj„ IIII III, II IIII I iIII,I !I III I r II I I� III I IIII III, II',�II III I,� Ililll ',II!I' II Ilii III; IIT j AEWTSIDrS IY N ill 1lj' GRAPHIC SCALE CP r •w — . _. _. —. — . _ ._._. _ M _ _ . .r.�l..� _.�.\� _._ . _ ...�. r ..� ..�. .� ..._ wl� .-i _ �. . .��..� rt , 20 0 10 20 40 so III IIS' �I 101, I - / 1 • b�,• � / � _ �._..�---- - -- - -- _ i III b IN FEET - _ = Z 1 inch = 20 111 t. III 2 6 256 -_.. � --- I ' - -' - \ 255II I l _ s 254 . ___ ATTENTION: Oregon ,aw requires you to follow the rule ____._�___ -- ----- �_— ! adopted by the Oregon Utility Notification Center. - --- ---�- - - --+�-- - ---- — 25 I Those rules are set forth in OAR--952-001 --0010 through II _ _ N - - — I OAR- 952 -001 --0090. you may obtain copies of th y P r rules by calling the center. (Note: the number for he \ J - — -'�_.--� Oregon `Utility -Notification Center is (503) 232-1987. STA: 1+21 !2 � N EXISTING BUILDING lo ,I III, IIII, STA: 0+90.00 / I i 1'_L _L_�_ .ct' �. III IIII III', ARCHiTEC AL I I \ / ISI I i \ HLOCK W Tye ARCHITECTURAL I' AR:.,.,TECTURA� \ _ j BLOCK WALL II '' ,, l IIIIII til BLOCK WALL \ --- ---- --- -- �- (SEE SOUTH cQ Wr II"I ,SEEWALL PRONORFILE:) { ' WALL PROFILE) y J l„ W d� �jj L IIII -STA: 1+45.00 I L. j•—�.- � � � � � � IIIIII �r �/� / BUILDING 'B' STA: 1+92.75 _ STA. 1+13.01 _= jlll I'l Illi BUILDING 'A' ' - - - r-- r F.F.E. — 263.00 = t+ IIIllllll 1 F.F.E. 260.00 / � � � � � � � p STA: 2+00.00---' --� I" I � II Illll I I I / EXISTING I � — I BUILDING II'�� � //' • � � �_ 1 �__ - __��-_ A .__ . _ Lia III I,Iljl� IIIIII I.II I I A I A IIII I'll,' II''I I / ryh I i Illi l I II'll ', -- 10.00' I PROPOSE PROPERTY i BUILDING LINE - 1 4: 1 2-1 I i IUB II . -262 + -258---"" ._ - - - - .�. EX. GROUND L I ./ '�. � -257 to. _. _. _ . _. _. � dll Ili VIII - - -�56 _ _ SECTION A- A 0 `�-•1--'/— = _-_ -•-- .- -- -- -= - - -_:._.__- -• _ - ---•------- - : ,•_ _-- , d NTS IIIIII ', dJ 6f J ` P l � II S. W. 18TH AVENUEcn � ll' IIII ifl' ,;ll II 11111,1 I'I'I, II�,I I;I VIII, U I 0 C! 268 --_ �..__. .. - 4 -- - r�< c (IIII Illill 1111111 J 3 N N 3 N _j Q < �, +4 II +6 A < Ip O O j W 3N 04O W> '_(��,>I MIEN JO JO J O <� +t` II 1<6 ►-OJ +O 11 < �p O <� <in ;N o0 o3N Jn 3: C-4 In3N J > In►- W EG O WALL m►-w aa > In c_ < t g dil I.q ILII QtO + 0 II a<- �� NO +0 11 o3N oci0 o <$ � ` � W N�..� r �Q II �; ►- � � `� po3260 iIil,l J IA O 3 N > V)H W 1- W > p In F-W N 1- w + -j 0 II $3N o� � v)�I; i r- �A � IV, �LJ `�''� n+ 61 1 ._. aa > > I I, > Y + � - -( ►- STA + T _1+45 J l 264m11-W �}_LI 4111 0 WALL �,. ELEV 59rW V � •. F 8 i (LEV •� 264.5 L Jr A 1#'9(1 , III IIII F OF t-1 ti r-�- A Al -< ` Y Tk-t•+ 50 WA '---BOTTOM OF BLOCK WALL ---- ---...... - Q Cr } -t. - r - d 1 256 — _ EEEV 262.50 _ { ;,� -In tMM w - TA 1+ + , 6. t� II A i WALL 11 Ci 4t p 0 h p O H 3 p v { JN pp6N�p N (1 0ION ; � 3tI OON '� T 2601 - _- __ _ ___ - - - -__ _ _- __...-- --- cn m wl t 0 - 0 p �v� �N p ►t- Q _ + � v~im�i Q _. O N o N oro snmw del ; pl > o + _ > r� Q� w ± 11 p3 N < W .� Q (Alco w Q > W N m W W < !' V1 m W V)m W f lil ___—_ __.__ _ —__ _�. i __. ___---__ ._ __ __—_______ __ _.__. �_ _ __ __ _ _ —_.. --.-_-- ---------, 252 ;I �y �D PROF ;l'I �ANG IN �.ss, �� O1 /15/99 II;I o i DATUM ALEV w` 12,82 ➢ rn UA 2g8l.�V 250.00 C7�iC1J 1L.�n.r AitAy�l ►� N PI N RTH WALL, WA � GAM0 ❑RE, N 'P r` SCALE: HORZ. 1" 20' I �b 9 7-0313 � SCALE: NORZ. 1N ?0' 1-.4� �S• II �, i VERT. 1" s 2' VEf�T. 1 m 2' S j IIII 1 . A , L, 0+00 SI'I'99-00004 1+00 2+00 1+00 0+00 ` C4 III V ~- 12550 SW TII c� G8 IGI', I I I OF SIEETt � 116 Ir,1)f ly 5 II IIIIII '"I,!� ll' I''ll'III II 'III III IIII, If this 11401ce appears Clearer Mau file 2000 I r JUN 0 1 IIIc I''' I I III dOcunlenl, IIIe document is of Marginal IlualiIN. 111,crollllned • 1I I ' I { I III {I it I I. li III i I II i i I i •. II I i illi illf f IIII! jl (Iljljl�lll�l �l i I�I�I�Ijl,l�l I Ijlj jjl, , l {Ijl lj!(Ij �Ij ,, l I i�l� ; ; lj , ljlj ;I �i (ii; ijlj.jljljijl i ipli�i�l�:,l I ljljliijljiil ,, li jljlpjlj � i I Il � jl. ,illl• INCH I MADE IN CHINA ' 1 : 3 r I . 1 :: � ±�. .moi—. � � . "T_-�1 �! IT . 31 II I I 1 III 11 Ilill ill III{ ii;1;; Illilli I I I i! ill'I Iii lilli) i! i 'I "Ili' ilii i ii I' Illllll 1111,11 II I I 11!1111 1 111111 I IIII n llll n I1 nl nll11 1 n 1 1 1 I n , I(N�IIII,IIIi�ll,ll ill,ll,IIIIIIjII,!!Jilljll„1411IjL. .,!llj.„! f..•..•!fl••,..,•Iflll.l•Ll.,f!••,I,IIIi,..�IIIfI••.•,Ifi., .11111.1.I!...,i.H..InlIII..,•„II•.•••..III,•!I,ljlll, IIII�IIn1i11ljl Mil!„ ,1 1111j1,1,..I1:11,1111,III,.: 111111111,11 llf,lll, I,IIIIII,i1 11,11. l,I Il if '14? III II jjl lull I III iI;I II. II',I III I lull l II+ I;I I I IIII' II'�II li II II II 1, I II I'IIII MEN IB' Mll• +v A,A.A.r rAt•A'•.Ra w.L"n.n-Wrtc 'HE*IZLINTAL) VOLUME OF T1WIIST 1111= ---- -- - VT YOMS BY pt N,,K. SIDEWALK ADJACENT TO CURB - . 1 Ipgn nAlo.A■a Cm$?."Dam CAST ALUMINUM TUP )� BEARING AREA OF THRUST BLOCKS IN S0. F1. 1N Cu rqs (VERTICAL) (RASA •� C1A55 •1, 1RIC+AP•RO v i;OMPAr;E0 'rAlrvE IMl'NE W,TEIt1AL AEIAA(A:..Mw RAOVEOP arta AND COVER MATH 'I..vATER- 1t T11[I TEE 90• BEND Il 1/4 Iri1NC BEND ANl/Ll i VALYL NI:LR MATERIAL AS _•� CAST IN TOP SURFACE SIZE 15' 2 1/2' i -- C[IMPLETC I rm r.c.ME - ) 1. ----- nra oowr, AoAPTa F --------------- -`t BEND BEND BEND SIZE r- 5r'ECIFIED 45- 122-3. 11.23' ® -------- ----- - - -SIL+LVALK __ PAVEMENT 4 1.3 LB I.0 I 1.0 1.0 4 1.1 0.1 02 IB• p __r MIN RR►AA FLANGE 1 i , Il - 7 6 HAND TAMP BACKFILL 8 510 _ -4.0 22 1.1 _-IA_ 6 1 2.7 1.0 1 0.1 _ --.L• Pill FLOWIt - r �.•�.---•_. f �7.1 3.e 2.0 1.0 a�8-5 1s 0.6 I �- . -. •� AROUND TOP C 11;jN 12 11 3 I c. -6.7 14 2 2 123.2 1.3 o ilk_ - f' -- 6' WIN - -r-- - \"L p , j I - Ia- r•c aP I.,s AIO,.IO C."MAUI _�2- MAX 16 1 20.1 281 15.4 7.B 3.9 16 11.6 5 6 2.3 r - - �'+ r«rAA,eCAtm WAR C.IL•ANam „ - ty _� _.---�-�--�..•� M aQ BIM/IiT.rlrtf _ I y � !?�wROC% OC%CTy4 CLL FT NIN MiuiVNA1o rrwi�io Am s T• '• aria wwc+u2U j 311 H 1co.n.nor,o v.. Au s E -T- --� •' 9 _ �y PtPD b.OI j ` MDMA[+6ccM Fall tlARwr. , 1 CAST ALUMINUM ••MI 24 1 45.2 61,0 31.6 17.7 J - -r 80TTOM SECTION - _ N 1 � �f or. .I+•oco.AOa(A -! �f --._ vALIE{ "at ON m ISI vATU \ -a' DUCTILE IRERI PIPE -`____ L.-i-•IL-.. ■r«.,L..Ar AoatR / F CAPAC3TY.PKSSUK AMR am ►U SEUL RE'A" .r r-'1• •• RKR•BOM 01 I fill-A1 \~ tihm PLAN 6' GATE VALVE f / �� / Ia' I A c I)A a•s AK71PD - Mtr OPERATOR EXTENSION \ ■' ND (EOG RETAINER � P SOU PRI A (INAl La-- r r`e'■.;- IAN tsasr aur ---------------- .'r4 O o Bac er.waa TO -------���� 3T (SEE DETAIL No S) I GLAND LE BAA IRON) NLG. r M.J. J \� ��/ �.- -� _y- -/ ---•- -_ _ n i pi•oia All nAo�Aar r • -CDNL:RE T[ PIEfI '♦ ROCK M.,! K a' FLEA TEE CiASS •I'f -a} - I 11 /Ra lm v to Coll! .M.Ara SC[ MUT[ Rao- 1 COMPACTED GANVULAA _-ti` -- a rARt AMCrIR rRRVO,au Al T WRIJS T SL DCK�I BACKFILL AS SPECLFIED i- ^ ------ -----------1n i Msw am""tui 1^\ ..>p I ,r•- 1 1 AR- r�l1A� 1 Inl �i W"MAYO 1411 /•� ,\, CU 13LND TEE VERTICAL BEND SIDEWALK WITH PLANTER �7R (�•r� �� vtMoO oaA. I I I I I II E��.J IB' MIN, U VA.vE q n r �AlRIE aAMA w.• I` STRIP AT CURB !t I. _ I _. � 124• MAX Id ,,. ' 11 n' eaaa crA r. .r'A 11 I 1 •' y� ��' i fl Ly p N/!OEOI wM l FISIZE SIZE KNBCopt N O s Y' , a10 '( 41-12' 06 30' _ .._�y L Ya *-'�-- 0--- ;-SIKWALK : l.]• NIH. BRING FLANGE • � •• I•+��?I! balu. a tw1 �{ Ad.ICALR a. •tt)LL rR 11�I - t:r q yYIIO+a 14'-16' RB 36' i Vr rAe r - t►+ ,{A,o Y rt 1-iE / r' r�06N1AU u�iP powr oA ES: � %�. - 11P��KFYITIOKI VALVE RA NOT S REST CEI►SS •� ``� a M+ v ] O I ON OPERATING ASSEMBLY �Y NOTES( 1 COMPACTED GRANULAR �� �.oAnw.t`w wa Rart' BACKFILL AS sPEcIFIEo ELEVATION '• t%"�{o":�o: v J V .) OPERATOR EXTENSION Jai U CONCRETE BLOCKING TO RC POURED AFAAINST - ••'•• FOA T71[ TOP 12 XIED _ REQUIRED WHEN VALVA NUT UNDISTURBED EARTH - . FT (REF) Is DEEPER THAN J FEET *MANUFACTURED BY FIRE UNE DOUBLE CHECK DETECTOR R,< FROM FINISHED (;RADE t) Al CEINCRCTC TO K CLASS ]000 �{ , METER Eiox EQUIPMENT I40TES: 11-1 SI CENTER VALVE BOX ON 3) INSTALL IE MIL TDTK THICKNESS PQ YC THEME SHLE1 - VALVE 6.OX COVER NO. VBC STRADDLE BLOCK AROUND FIT71W, SECURE $MEET ENDS TO PRCVCMT *' '•' �y UTILITY VAULT OR •EQUAL �! :' B1LC0 QUALDOOR l ALL QUAL S$ TAA; BE A$ NAMED ELEVATION AXIS OF OPER. NUT INFILTRATION Q DIRT BETWEEN SMECI AND ►!PE � SIZE MAM F 0 C VA TNOUT FDC OR -EQUAL Cyt EQUAL SUBw1 U tERNAT[S FOR VALVE BOx TOP NO vBT 19' SEE I!ETAIL No. 200 FITT" PRLW To ►DOSING 'MftdT BLOCKING NOTES, a ` p _ ♦) PROVIDE 24• SQUARE BY ♦' THICh VALVE 80% BOTTOM NO v8B _ gyp A _676-wA 57?-WA J-SAL APPROVAL mom Paso o a$-LAIR uat {tL CONCRETE PAD AROUND VALVE t, FDA CDa[.CTION ip C,:STING MAINS USC TAPPING SLEEVE U PROTECT NCCwW1CAL JOINT FQ-LOVERS AMD Y1TS F� SRC ON $IIS USE A K1 TA►P(r1G SLEEVE t-- bl I 6 6E?-WA 676-WA J-SA ` -�-�y L Iw•1 no a r.Asacmagm 0~R o tue0ut 1 a St06-LA 6E7-wA JD-JAL rosor ra alr�uwa[rwlc trua FRL71 CONICRCT[ WITH 1Cr�UNYr fLR'AS AND f.rL t Aoowa.■Ayr 11r�.� BOX OUTSIDE OF PAVED AFTERS PQ YCTRiR( SsCCTING f[I s0T[ NR ] 2 NO DlSTRUC'lOti WITHIN i FT (T FIRE NYIIRrwT 10 5106-LA 5106-LA A-JAI• asmoomY v aMouAN Amma. 5) VALINE O COVER SHALE BEA aIaTRICT$tom.rwwrm[aAa MINIMUM OF 4 1�2' IN LENGTH I •, � I CAL Df TALL No "THRUST BLOCKING DETAIL No. FIRE HYDRANT DETAD. No _ DETAIL No SLI!!P PUMP INSTALLATION DETAIL No DETAIL No. TYPICAL GATE VALVE � TRENCH BACKFILL ( - 39 DOUBLE CHECK Tualatlnvalle�IlaurrM*tract J� SETTING DET,AJL���� TllalatlpValleYWaterDlstnet DETAILS 2� TualalinYalle YalerDistrlct STANDARD INSTALLATION 1�1 TualatiaYalla llaterDistrict ABOVE THE PIPE ZONE iJ� 1, TuulatlnValleYWaterDtst.rict DETECTOR ASSEIABLY BF 200 TualatlaYalleT�atcrDiaWet ALTERNATIVE 1� M2�0 6- o o -1 -T A - ' ea • ^^••••U.E STEP'• MUST BE 110MT AMC FIRIKLT I� r1 L'NEOOEC. TIC, MUST ALSO MEET THE ASTM 0 •EST FOR YITNtTANOINS PULLIMO OUT. O! 0 !--'SE'VICE LATERAL PIPE I V - -�) 0 %III AS SPECIFIED 7 O 1 J W U I J:.'.E t• * - - O O r - _ BNL E' _ _ -" -_ LAoaA s.11Y. ,0-nRKn 10 -- --• El I , AA•-sow be IRP Wm AQ or - T % vrA.I(DIOL I .1..t t- :c• O O I J O O I I 1r T A R a F A t 1ga0 CA"SAM t V 1 .M F#AMCASM OAR. 1, - _ 0 0 0 \�P EG E[ 1 { I S _ • , •� LANE FAEVIICAT T FIT'INY I t 1 II A IN OF 1.HIOPI fi/'rape IO AS D I 1 1 I I I Aa a rrA l fvr7 OPOR•1 At IttOeR ON STORM IB• EANOXI SHALL ST Oq T{RJR d APIC YAIa1 O=1 1 s O Q 0 FIELD IAP qt• (KfSTlta, StORM PLAN i------ RA:I I.L 214 1 1 / r-,-d arAO TIN I �`r-A•• � AND IAV Sl(RMI LARGER T«AM IQ', qMp. `rte---`�-- • t AGAINST hW TO P*Evfwl PLUG }}�r l J u V •r 0` 1 BLOWOFF a SECURE _ PLAN I 21• IM BACXFPLAZE LITH r � = $RIME« RACMFiu. I PUN _ Ta, ` STEP, �________________ N I COPOLYMER POLYPROPYLENE PLASTIC 1 STORM OR LLETOR (�AL 1CO OF 2u TO )) _ Y Ir r A G O t•S OM"GTO.RADII I g10N7r IS*QAAAAAA1 _. rM/AtwGTa W{L Yl1AfEa M♦IrI{TIUC AOr Or iIl(a aC PAINTED WIT[ It WIN LANA=OO I as a LASMR •r STG , ;+ACE GC REI••AOACE-f'r• ) 'r 1 AIL u+aaa 4E"OVABLE WATERTIGHT CAt `�'((((((f�� J - r a• ia• r-GROUPSLMACt EXTEND AT LEAST J / 12• ABOVE SURFACE I! ii .i '•�'� --PLASMIC 13R DUCTILE (ADN I _ - �► :t II _ M1 t{vA,{IaI MIA v11LIR _- i3-3,8- r , ---'' r I N1NI•4!1 LOPE FOR T ` FOR I -� � PC A _ RASIIC SAFETY STEP May Otte-It w oA+uwT a e_ -.-- OIJ•LE IR'•-R-tib' �.✓` e• 6' PIPE • 0.02C. FOR ; wtuu w w , �� • �� Ir r1 a Y >t aT.NDAO /YR Anm>"LAG=■wn+ lEC-.+FE TO MN WALL MIT« RIAIOAOI A MpO 0 rrI.A1 A '' MAGIM[I I C IAPB -�� SERVICE Ca'P4,:T I ar (� ;TA;II,E$t STEEL BANG? - - - I (SEEN SEVER "IED V[Loul b / mRm $MIN .• YIO[r ANO • • 7,. / PEEN Y� S:ACx LEITCRS NARNERI 4 ' BL)Llj IY ] .' GALVANI IAO BAR-�._-V , t■' F MH DIA 1'0 BE DETERMINED E• I' I // ►LUG SIZE OF OUTLET PIPE MATERIALS: '4 �• ,. ' •21• PIPE -06 0• D1• MM . • ,R- O T G TOI YaPI r••IAN Odl[><R�� -A•-) 'r�' n' :i' PIPE NM 1. TO BE OE i:GNE D-• GAL VAN I IED; • I 1 u MA As=""P vR W-Ow --•-- -- -- MA, 'LIMP OEPTN S' ■6 (3vc• OIA.I GALVANIZED OEFO'aNEO REINFORCING BAR. , I- •7' +I \� REINFORCING BAR CONFORMING WITH ASTM A- I T� �, o \ PSIA�MIAMI. BICE VIEW FRONT VIEW )'- 314' - G PIPE Baa MATERIA. wr r••.rAr IRAs or Rs a i e, uroI Iva.qA{7 I/a•aiROP R.00P _ 6 S GRADE ..,. WLVAN1IfO CONFORMING WITH ASTM A-123. •.,.` •� ELfVATICN wo PLASTIC: f` •e 't0 AS SPEUrIED I IEOIRI-OO M rm FP ww Pm& �- t,DPOk' T SUMP VOLUME G MUS' CONFORM WITH A$TM C-..70. r MOTES: o EF u;r« aLo.."P~ulbRua CAM tMn EC�_IREMENTS T A � I, SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTORS L rlraiACla[IRRA�RrR1 OItM L,Iooa fMaL rTa1 A[I(OIaIA AAAI.1 STEEL REINFORCING BAN MIKIMLXI I/.'- GRADE 60. - RI OCIN;, GRAVE, OF 00".Io:III.K PrOIAPE3■wr SECTION A-A SINGLE FAMILY REStDEMTIAL 3.5 CF/ACRE MEETING REJUIREM+ENTS OF AST- A615 ENCAPSLA-RTIC � nlN:rv,P, ='C' ulOc ELEVATION 1MAGA01W lY'ao.AU PN11a WAR AP YLOWALMaRIIlOOARruRrnrAgr -- - MULTI FAMILY RES:OEM.TIAL 22.0 CF.ACRE 2. COVERANDFRAMERSMALL BE GRAY CAST IRON AST" A-40 CLASy 30. tt.Na s RaKolrlat rR.yY NF1(pIIAL vI r« IN:ECTION MOLDED COPOLYMER POLYPROPYLENE SMAapmT~somoo t pro& { v I tH SERRATED SURFACES CONMERCIAv INOUSTRlAL 9[.0 Ci/ACRE 3. COVER AND cRArrE TO BE MACHINED 0 A TRU[ BEAR IMG ALL AROUND. ••tr}r GAL rAMI ICO GrnP �.•r � SUMP PUMP INSTALLATION rDETA1L,No. _ -- -- ---------- �. Notch LID FOR LIFTING HooN. ♦♦♦♦ _ VAULT LADDER DETAIL No. �J �[alaUnYallr lfaterEliatrlct �ALTERNAnVt� M220 TualE►tinvalle 1laterDlr �� INSTALLATION DETAIL CM_200 WATER QUALITY ,` unified unified SUBURBAN AND STANDARD unifiedSERVICE unified --Z- - sewerage M A N I I O L E STEP sewerage u B.I sewerage LATERAL UfA 4 sewerage MANHOLE � � agency UfA Jagency__ MANHOLE rRAME AND COVER a agency NO. 120-ST ger DRAVING NO. 290-STDRAVING N0. 100-ST DRAVING N0. ttJ-ST� Mu tw 4pArr Trlr n:-ieA• -- 1.w.. nu OIAn,e+DIN. to (K4rIIr torsos, •Lo• '. ---- -- --------� _ �^ c t ---- NC f ) T 1 3i�' SQUARE -. eLEAM+DUT IN$1A.LATiDKs PRE Q LIMITED TO EASEMENT AREAS op MAY BE ALLOWED ON A 3. PVC HUB (ASTM 3034 SDR 351 A - - - T - ---��-T A A E o g T[MPORARV BASIS 1N T:• DRIVE INTO CENTER OF RUBBER STRAP RETAINER --E 2 - A AIr,„T-OF-VAYS. SLEEVE AFTER SLEEVE 1S PLACED PVC SADO-E (TEE, rp cAAMI •,A -.L:- � " COQO ,--- NOr.0. -S••RIM« GRCwT 1N HOLE. RIDGES A I -r• Tom- - - - -I- - O O► IS` O C STANDARD ARAND COVERR- / j L DO. DO r,q•. +n PER DRAWING 260-t S+AMUARC MANID.E 6 D G / �BRADS RING _. ,- --- RUBBER GASMc T 2.� qpD \ ITy � STAINLESS STEEL BAND 19/t6• SERIES 3001 - SECTION A-A ::;` c• Mt"' -__ SECURES UPPER HALF OF RUBBER SLEEVE TO THE - - ----- ------ s. /„r. .. .IRM.IM ,, � rIK:Sr' G•AOE� \ � � P1'C HUB. I•t' , \\ '••l "'_-E Sip•-+•t NON-AOHC IV[ •• , _ I .J to,----'� MEMBRANE •:�'• VATERTIG«' PIPE P,LAi I U ^f' WITH tTOPt L'I MIK. ;r PLAN PLAN 6• SECTION B B A. PROVIDE air•-0 FOR . . COMPLETELEE E S C-[[3 r- • M I N I'AA• a c' AAJLaa tRUBBERR R N (ASTM n I MAK 30• � I I '":Jai INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. ev ` �I eo j,-3• �.rrl M - I 1 --V•_- ME %N0 OvE It CL[AMWU BOTTOM s -•-- •-"'- -- I I I PC 111 CMAV IMG Bir-SA R• _ I h h. l SECTION A-A SEVER PIPE STAINLESS STEEL • ---1 -T- �,. Il SECTION B-B • e I - = -, 2 ■ • . • • . • ° • • I I _ tG IJ:R -I 6uti REEttt[D = ;a.: :f' Ms• ti:. r ■ ° C LL BE 53M3D178R3ulTH F • I J 1 __._ v; SADDLE S•1ALL 8E ASTM r r .c y..1 I I w P 1r►.•Wt✓E•BAR I+s EA. VC DMPDUNDS SMA A T CELL CLASS v -B. R. 2'-0• t.� ___■,I• 2••I �R• ••F�--- I B• •. r CONCRETE PIPE OR t236..-C i l '--� R• h � ,{ti's ■ ALL ELAS'OMERIC SEALS (RUBBER GASKETS! SHALL BE ASTM FL77 1 SECTION A-A SECTION B-B I - • -�- •" ■ STAINLESS STEEL BANDS SHA,L BE 300 SERIES, FULL 9/16" WIDTH BAN,,. •� 6/16' SHOULDERED HEx H A TT ,_, _ -y='� �'s _ - e,r •,� ° S r• .. •'t: E D. SLOTTED SCREW AND IS CADMIUM PLATED. NOTES: -- DITCH INLET CONSTRUCTION IN ACCORDANCE vlrH ASTM C-ale CARBON STEEL, c ' t coNCRrrE EtKAtfo ' B• OF 3i A' CONMACTEO BASE MATERIAL j vt• . yB• BOTra Or uVE ■ INSERTION MOLE SHALL BE CORE DRILLED. �� N TOP PEAS'IC PIPE L c--D So. EDBE VLAt BAR 3 DITCH INLET ITRIKTURES FOR PIPE SIZES 2t• 011 LARGER TC BE PRIOR APPROVED - NOTE: .ALL ,NSEFiTA-TEE HOLES SHALL_BF MACHINE-DRILLED. PRECAST : MINI" WALL THICkNESS TO BE 6• . PLAN DETAIL USE ONLY ON CONCRETE OR DUCTILE IRON PIPE. �� 0 tm R[INFt01RCEAENT Tr} BE PEBAR HEFTING ASTM A6,5 GRADE 60 OR WELDED WIA[ MEETING ASTM Aa11 NOTE: NOTE: COkCRFTE ENCASE ENTIRE VVE SECTION AND AS' BFMO IF CONCRETE PIPE rPAYQ AND ORATE TG BE FLAT BAR STEEL OP APPROvEC' t_xlAl. -� ---� DITCH INLET unified CLEANOUT FRAME unified unified unified PVC GASKET unified DITCH INLET unified sewerage sew�E:'�1ge STANDARD CLEAN O U T sewerage I N S E R T A-'TEE sewerage sewerage cu sewerage FRAME AND GRATE a encyg AND C 0 V E R UfA 4 agency UfA agency uorAQagency9 SADDLE agency `u L� DRAWING NO. 37J-ST UfA O � AREA DRAIN TYPE II UfA agency g DROVING No. .eo-sT _ ______ LORAWING N0. 270-5T -- _______ DRAVING NO. 310-ST PA,•,aM..I _ ___ o w DRAWING NO. 260 �7 �- 11.1 u.L,t•UN to MEGs t Iry+oa'' •.r .LI er+,..r.e Pr.,r rnr• ---- �- -t� -...-_ r,.l rAr.,.rlN•M 'rir DIM' ttl DRAWING NO 250-Si rl,r aA...n+oPM of pP•rlNk W?aa• nm •'V trrr-Irk•0 IVAN-SMI, �.• 1 PROP DATE •Raw � :; ANG IN��,�P �u 12,S�b SCALE ■ NOTED DRAWN GAM .� OREGON JOB 97-036 Ab. 14, MAS J SSHEET C5 13F I- SHEETS ' IVi r•, If 1hi" Votive :111irc':Irti cit-m-er 111:111 1111• JUN 0 2 10U0 dUctimen1, IIIc' clllcunlcul k 1►f nlllrt;in:Il (ilmli1�. 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