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10330 SW SCHOLLS FERRY ROAD-1 Mop- "olop- i _. - . .. - _ - • - � � ► 5��, �v � -� GENERALDESCRIP ION AND MATERIAL S P E C I F ' f`0I � ! 1000 � FINISH D R SCHEDULE APLlA 1fi 5 13UILDING "A"U INTERIOR WALL *050 J1 1 A 4 8 p .OR ' �. I �' • 1. i��ET OTHER JOB N0. _- __ _ L A N _MATERIAE �.�- . _ - _ �_ _. _ - �' SNI-15 (�L GT1. _ _ : �•�- A X 04 -N0 --�__.- � , b } M 'NOT 1) _ IMP- R - _ _ TOTAL SIZES - I/2' VINYL cYP�IJM T 1) 2 FLOORS 14 X �4 ��T (NQ r-I M. ' bTL ,� _- - TOTAL SG. FT I�q �_. T . _ ,M H i�ER hlH�T - ? ' a. �'_' T�" - Fc� , ,Y TYPE �1� - �. R - _� '. ... . _ _ - _.. _.... DEIr►I-. _ LOCATION ORS_ -- ._. � r . .. . ._ , -�• i ER PArG,[flC 1 ._ ._ -�-3434 i REP. _R WHI PHONE N0. _ 1 BUILDING OCCUPANT _ - STATE�.. !'!�!0 , OR. ; t NOTES: CATY . - . •: _ COUNT NOTES: .'- -T BY: . ._ - NOTES: _._ (I . #I I_� ," , ( NUL.. . �" FRAMV, - BUILOWG C�LAS,'SIFICATION. .. '1 I " VlNY'lr �Yf'�UM �S►a�-�� . P ��r�E�� SOF CONST. _V--Q � ) _1� �_ r - OC r1 IP,ANCY GROUP E _ - TY F E _ GLS •FteAL RO'f A 0 G_R404_I .. .._ _ - OC�,• 'PANCY LOAD -2A2 - FT. PER PERSON= .. _ ._ _ . _.._._.. _ _ . _._ .._. HA _ _-� •- PLUMBING.* ROt�F i�QkO: DEAD _ .IVE O '.��!`!n 44 EXP. B _�... _�,...__ _ . . .._ - ._- __,..:_.� ._ .. __._ _ - -r- _ . NAPIDII �APPED DEIGN -- O REQUIRED © NOT REQUIRED IC CAT. D __ .. - _.._ _.. __ . ,... "' _DATT DRAIN LINE HTR. SUPPLY LINE MTR. PEX F'L �.oAO . PSF /SEISM u M rR � o Y DEG 1L0 __ N. TEMP DIFF — WINTER _ �8 • D TO 2003 IOG WALL CONSTRUCT19H - MP4. T�AiZ17 'YN/C% LON(a.(I _ _ - . EXTERIOR A - - Tx �, - _t NOTES. ) - _ _ _--- -- a 5YA_N�_ T ! "1 �..�• L�'��� T p yypll MT. (20x18� I ?S�:_.1 W WOOD STUDS W/ NOM. ?x�4 _ . 0 91 1 b a ,. (?�: fih1T. ?c _ �_ : + "_. ' �� �hNTA-FE-. l�A~h. h�_ _. ..I A�IF�i. S _ 34" AFF TO RIM TOP do PLATES, SPLICES & BLKG W/ NOM. __.-_ . .. _�'.'i�T. _ �•- .�. _ — ')- BTM _-- - - _- , LUMBER GRADE_ 5`tW/5T0 4. BTR PL N � . 4.©" . ?° � Ir'Ft) _.« _.. . ... Qf F _ - - p CONCRETE � CONC. C3LK ..-- ,. _ 19 BY OTHERS EXTERIOR SUSSHEATHING EXT. SIDING -111b" L.P. 5MART PANEL...w1 M_CJ%Gy�&ROO'Y5 (1) TRA ?RTIIND CHASSIS EXTERIOR TRIM Ix�4/h_ HAkb6V- TRII _ . _ . .. _ Com_E _ " - - - - - w P IM TER C1 SKID -- S 'ING PITT 3-15: ,A+c3ATE&REY._ TIrU �- T1�PEC �IBERj0�.1TRiGGER D - ER- .E_ - __- COLORS IQ -- _..._ _ `Irl$ _ _ t?_ P MAiN 1��� _�" -��A-..�� - TRW PITTS��`C' �' 0 ._ . .. ....._ . _ . .._ _ _ . - . _._ ... .._ .._ _ . . _ _ . . ._. _ .. _. . __ Ir1ARlh� �Tt� WIN Now : GAGE H ® R 48t O.C. MATCHING SKI�?TING--SI 'E�-- AMT.--- COLOR -- _ _ . ... . .... _ _ 0 C .� Q -- - - _ ._. _ GAGE EACH 4$' ! O'C. INTERIOR SUBSHE�THtNG _ -- - - 2 D NOTES: - -SUNG a UNDEN G GELLING HEIGHT 8l ?'--•- 11 »0 _ - - - _ ... .. .... ...... . _ _ .. w_ _ _.....__.......,.._, ._ ._ .._«..».. w. _ .._...._. �I �_ ..� s � �h!�►� ���_ __._._ .- ' RUW �-- _ -- - - - ,.«._. T�O•r. _ TIRES Q � iti 10 L1�_ a 1 LY_ NOTES (I�- - --� +� t?E -- - - - _ - _ . __ . _.._ __.. .._ _ . . ._ . __....___.._.____ . .._._. __.._ _ _ - ...__. WALK: L.,OG Al,.�. �_ ....._. `_.. -._ --C-4 __._ + FOR- ,+ DDITIONON�INFORMATION_ SWE SYSTEM 12 _F�CTRIC FASTEN �IOIi� l^t�' � �0 4. ._ .._A• .. _ _....._._«. _.._.w.__---- .. . . ._. ..._._.._.._ ._.__.._...__...__� - __.. -NUM. OF AXLES. B E _ __ - IDLERS 0_- _�: !"�?..__ USI -- FI�,,� eR r �'� R - - BALL o __ __ - - ..w. . SAN, _l2 . 2zs `. _ __ HITCH iiAF1�8ERS --TYPE STD. F 0 FIXED 8 DETACHAKE (3� G�� SPI. �: rS ,3 �+!r -1-AM_._._._ _. _ OF 5PL.IGE T D - _._ _._. ._- - FU". If NG PAINTING--— Al.l t 1 1�6ERS_ T4 BE .Cfl�lr ?._ETELY . COATED (4) 23L , TQ_P UIIITNC� U'' I�_..1�'R �L:� ... _ _ _ _ .. . ___ ._ .. . . __ . _.___ . _ . _ ._.__ . . . .... . _.. • _...... ... w_ �-�. Sii� Q.-- .. : _ _ - -•- -- -- -- - i�tt?TES: 5 TO NEY!i _ `2F S T --' � - . RH DS - - - - - _�. -- - - - _ - f�1 F'`' `:.��J IAC !I?E '►4Q4 ..T ALl�.�: RIORFW 'ALN7 r TRUCT'ION (� FLOOR �L COiS r _.. . O.C. WINDOW SCHEDULE c�STE�.N wl�Ow�FRCN=. .�ca� WOOD JOISTS W/ NOM. 2xb - . EAC-14 0 � 16 0 _ - -- - . - - ,. -�- PjM SP UCE AND BRIDGING W1 N01 M. ?x8_ _ ._. . - - _ Z .r� _0 h" _ LUMBER GRADE 02 __ _ _ .._ , ► O�c_ eltNY ! .�C�._ A-A_ � �_._ " I ,'' _ _ Vki . _ -_ E.. SIZE w S.UBFLOOR1NG MATERIAL 3/4 Tib � �, INTERIOR WALL CON,5TRUCTION .. _ _. -- +NDE S''HEATHING MOBILE FI-.EX-K T t TR PL. H �tT G i- � -_ T "._ ...'4�" w. UNDER _— _ __. FRAMItVfa LUMBER GRADE ''t1 /' NOTES. ...-.. __.�"�I._ _r :_ 'T--- __ _..___. _ .._ .__--.. .. _- _ . .. __ _� ....... _ ._ .« _ fl10 �.Nt�A. � J_ Mt . 0 _ _ Tp:_lVMI 4o AFS , 18x36 .. NOTES: _ PARTITION WALLS W/ --- - _ _ SHEAR WALLS W/ NOM. .._. _.- .._.... ._6..., Q .. . _. ` ..� _. .T �_. _ , ._. _._ UAI�_. Sc PLUMBING WALLS W/ NOW. ,K U.G.. .-- -- - - -- HE:ATH114G -- _._ ._.. Edo NOTES: ___ - L lMre FINISHED FLOORING _ _._.. _ .. . .. ..__ TECTAL LOAD - 1 20/240V .W AMP .. __ PHASE--M. ..2� AMP Fire A1� ...._._ ,�_ CITY 0P TIGARD + I TYPE M ,._ _ _ PANEL. 1 , IC•ka► D_ _. _BREAKERS: . ��N,AP QN TY roved -------------- ------------ .:--:.... t T! "- __. _.. ___--} _ TE I ( LIVE LOAD) � 2.5/12 PITC, �I�wCE � _�����ou._�....__ �.�V. !�! A _ plu��bi ;�_ �p nel�y �p�oy=d ------------........ SHIT. vIN�rl .foo_- 5ru �._ .. ROOF CONSTRUCTION - .-�- — - -- �----- - - -- TM ABL Punditio w rk as described in: 16 OZ NQl` 2 WRING �$COP�!� �MEYA�-�.I� _,� _._ �_ .�--_.__ �_ Eie�tcd - F•avonlV the i 2 ItR --_ _.__.. _ NOM. ;��c IO2D /i� i0 _ ._ _ _. . ._Q&!_ . . _ I N �.._ ID• Np 1iA��er1 ..:... 1 -_ . _ _ FRAMING W/ N r 4 aGf'PE.R Tt� p FLE�C I EMT 'PERM N0. . 3� __ _ 1 - L�pNGITUDINAL $ANIS. (too) I I/2"�X24 LYL PER HDD. _.._..._... Sea Lotter to: Follow- .. __+ - Shc�p.D�9win��s - C- H . . SUBSHEATHING 1/2 _ISA_ aH AT .I ... _- F At .. _.._ � __ . - " •� SCh -- cam ROOFING MAT. (25 �Y� ': _�"�C _�` _.�' LY. _ TD, QU - RO D_ ._... Date. (i) SHT. VIWL GOLOi?T _. _ X220 CEILING MATE RIA!. x4P-1-0-RK - (!_^NTE _(4 ._ _ . .__. . _ _ X42" �E 0 U ' l = a NOTES: __.__. . - - _ _ - - « QuPtx�- Rau D .. _. MISC .LLA "T 4�3 114 RIVi �Efl VES-- ENDS IZHA __ x ( - _._... _. _ 4 WP _ Wf.ATRER-P_ G I 1 PL X GF�OUNDEQ - IDAHO E c�o_t , wASwINCyror �O�n1 TAGS 1 T-MOIJLDII�6 iA T 5EAM) SIDES ., «. . .._...__.....__ _. - .' •_. �I�.... ' _. GUTTERS & DOWNSPnUTS _ VENTING -- EAVE VNT5 t WNT .._-_I P _ .. L� . . __. �P . . _ _ ....... . .... ._. . ...- . . _ R , NOTES. I) QM a ® N E �_ - SUBMITTALS BEING USED YES . 1/2" APA 1!+��_�I� �_ 4N Nom. r�-"''PLE. _.. ......... . __ 170E- CEILING 294, Z 'TIS, 1`1...x, pt 1�- REGI 5 f?� Ca/G �t11„ 17t t � ._. .. ... _ _ .. . ... .. , ... _ .. F4 RN W&Ls. .Y�� m N F�ww, - - _: _ _:_.._ I:.:.... '. ?/G� ..4.��.� ' _.._»__.w. ....._._ _ ._ .. .. :.�.�_ __..... �_ CUSTOMER APPROVAL -, PAWL. _ . .« . _ _ _ • I�" c�►/G � ^r 4y .INTOE_ J' E 11 1_I . � • .!! � ' T I-Y _ . _.. ..�.� ._TATE C-sREY 0 APPROVED EXCEPT AS NOTED 9).1-9 5_ hl _ .!�. `?._..... ._. __. I , ._ .. .. XOC! N' " _.I'' .... �_. . . . _ .. ._. C! REVISE AS NOTED AND RESUBMIT a�co DO RS _! A _4 '+ _V_ _ W1WDOWS PR SMV 'VQPILI w:'I'li.. � - _ � ..I .._. ._ ..._._ .._�._. . . + ' ,..,, NOTES: _ _ _..... _. _ _. ...._,. ._ . _ T.� _ _. _ _. _ _. _ M. APPROVAL BY n•r� �; ..... 1 :4« (t'".. me g. _ _ _ . ; IRS ' '�T. !:�► U...l t- �... . . -. IT IS U D THAT THIS APPROVAL. - w r -- THE w,,,• HEATING AND A/C ( ERc I0.0/H5PF=b.h) WMEEN ALL PAFMES ASTO PF"CT SKC.IFICA - _. .. ,...._... . ......__ . _ _ .. TYPE V`IAl_L MT. AT At .DbW61-A1 Tr 0-1) OF CON3TRUCTiAid. IdlATERUILS AIDa EWPNEW NOT STED SPECIF1CAll.Y IN THESE PLANS AND yr T3N 34 E I tFl!N: 12_00 GEM NOTES: SPECIFIGATM WILL BE CODE APPROVED MODULAR STANC l� l RATING—HEATING .. �'4 �1 EACH - _ .. _-- - - .�� -__ - . _�,�,y Irk. _ Y. ,hc�,�., .�....!�t�:'t .��r�xEM _ PFiot�uc°(s,A�nr MoD1�►TIc�To Pua�u�usr BE�.� t ..,..,. ;. CC30LING A090 �._ 3_. ... . -. T .. . .-- .•M T-6R1 . .. BY OSA M ORDER AM HAVE THE SIGMTURIE OF ALL � - - 7-V4Ul , TKICK I � --TYPE Pte, . _ . M'1'•,.- T-VAST ... Ate. ... ALL ! 1'1' ' TO _.« ._ ,,SBL . _.....__.. _. MIv�Ot.IPEQ _ . KiT FACED . THERMOSTAT �^ .:! ' f .4 FOIL FAC" �• BVI TOA _ . . : THS APPROVAL. ALL OTHER -- Q�GT1NG_ lel__. { .,_._...!G . Sa .P E k _. ..._.. .... _ ....._ .. ,. ... PLWAND&f'ECIFICATK)N6. 5 R-I� U+'' w _ L� t I { ...�..._101,op _. .� .. .__t._ A IT l► ' ___A_TION _.. - U La,PLY 1 G L I _.. _. _a ! 24 4 , .arc, _ _,.__. ?. ..l ! . _._ ._.. }'JrLS . M I�w-AczaBE ' ? 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'c w'. f • _ . __. ._......_ ._ _ ._._•_ . ... ..... _... . .... ..... . _ _... _. _ . __ _.... ._. .- ,_ _....__ ELEVATION A.RRON 15 t ._ --• - -'--- - FOR MANUFACTURERS , 115E ONL'T"- NOT FCAZ ' 71 4 CUSTOMER USE J ' 64'_C7''_ 23'-0 V4"+~ - 4 ! -- - --- - -- w E 7 'TEit1/4 pHEATER OF '•-e�' REF, `� ON 1 �L VE • 0•-01 _ 1 ,• I 7!R H , , 7 y ! 1} �. •'°.: ! . • r•f,' _ � 171 - � '...:� __.:.. � ; ® � '- '•.' r•:% _` , • oyp �' �+1CT � i (1) 214 ISPIP CAOU '4N tw htlD + •� ' . - /2 24« LUL I mot MOO. INT. GOl_tJt�lN+ /1' 4xb MI D/F GOt�INMM 1 ew-A 45 �+ PV 2X12 W-AMIN& ft0c K + ATT YO LVI.. W/ 1 12d _ f. W#2 • .�'iw� J►r•, ,w • •.rte yrr w .wr•w+ �/� S � ' 16 z 1 T rTjIP I •�4'+k 34 • .. fir, '� 1 -- _ - -- - _ q- i�M I 1 (D ax ... i� 4^ 16 L - PSN . A1 :',..lit -l •i •' _ . 'i. TO ft }+ 1.1.•. t+eTe1�ItN :PhO('ti VW AS UXM ttys�A�.a.Ieca ' K��- I�'• '� 1' 3M WA,�'il° IIA1�i1 rte.«. """"'" ..T..*. "4°" ...:1., � �' - ;:, ; . rd► Lim ,. :.. .. .. _ - — • , `. p VA L 23 MER �• �! SAL 4 p APp�ROVED p FIXPJW uMq"�* 10 t"rs `� ' APPROVED EXCERPT AS MOTE If A, » MaW 0,pp \ W P" 1 � �' Q ISE A.'�a NOTED AND RESUBMIT • 2• t UMI" ate. REV ;- ,t• ,y�.A J • • h✓. - I ` ♦ I��. T'sf " VFW;) I.AVY T TNIs �- REM A. i tW.G• '�» 1/ " PAOJE RTO aFggMW pETyVEEN ALLES/'MI�S(� � pb"h r- a — L�►NY I ��....1 1w'C,r t/Z LAY'r SpEm WCX11��NND B ASD Y IN ES AM ���. y� • Y C.� ,_. -� ALL W , « I/4. 9MVIC E ftV•�--� �► v'h' IT VES 0"STANDARD M Iy� I.A AP'P�SE PLAN6.1 BEMADE ., .. �' ,: _+ �� J -� --- �» Fk� 1"1f "J/4' 6ATE VALWE I •, ` 1.1 _ '" } / MWFICATO To T IE irf MA OF All TMSIGNA WpERC ALL V N'""'• j M- M` • r ,' . 2 C/O �IJIINS ANDCI "" �{ 7, ,. trt11►l. �;, QST BE SI+aN�,DATV TED AND •� - An BujDw SYSTEMS ; •.4: ` y;.�• t r NEST pNR:F6 N.T$. 4%EAST BOEING LANE'�..""'• *A+I,� �.r* JJLMAN 'sow; $01) � tM W DEM M1 iI C"'tNIT1`iIt A -- �......�._.._ ..,_. ......r.,_ Til OoLfty W" CQM and FMZACTICAL COMET-LUCTM %V �� Pori EMMM"-001M AS � W � 4115 E. � iJ1NE Ail --- N Tl0l1�. atim A F'®A �EXC4tl�NE IJ�E � / WENTdU 1�I+��T BOISE, It�k•�0 �A 1e11� 4"00 -' 83116--5245 2rHls DRmw,, sHAl t�. NOT C , A�V1= OR A�LTEI" WITHOUT WRnWhl _....._,. A� !C M40„1LE IN .: 344— g2� Y'>iTEt+1S fAX: �20) Zt'k1 345--0420 T NoIwEs�r WOO p Y: K �' 7 " f NWL' a 3 i 1 1' y .., ... -....'. -.. ,.;. _ - _. - •'r._.. •. ,.'- .1:7, 1..:.a. - .,, ,-..;.. , ._ ' rte•• - _ • �. / - .' ..: _ I <� - ' - + - T j T TTT T T j I I T 1 1: �• T 1 I I l 11 I l l j-1. T-jT IT]T� 1 1 I I I 1 1 2 3 4 _ f; 'T 8 S _ 1 Q _ 1112 • *--- "" t►le asswiu Mn.ni coifrANr aldol*ld CT 0"02.U A A •, No. 36 c-�cui"m •ON (M10)2410"1 j�` ' 6 9Z LZz 9z ' z EzZZ 19 Z 8i-; st Ell � � i t OT 6 L -- 9 , I y, I k• e'- a I r, IJ I t1 I it 1`I I 1; II - -GONT. RIPE VENT WRILL_ 1" HOLE J*H1W PLYV`IG►O ` ti H 510E OF EWAI''15i .. (3 MULES PER BAY) I I�1I IIII Ij 1 2x4 BRAGIN61 • 4'-0" OX { !'hSTEN hl! (5) 12d MAILS TO — (a) 11!2" x 24" LVL. (6VLAI 2DW DE.AMJ00T 0 EACH BRIIII -0-pm moo) f' . 5WWAX W ;I)LAMRS 156 PELT 9111 VIII IIII 5'_0" SPAN e 1/7' APA ROOF %CATHN& YVGL0x5 Lee (2) 2x4 Wr WITH . .? I/1 5L. 2"1 02DF • 24" QVG PD0P JOISTS �'M MC M. 1•ACW) 60" 6eAN WA 1IM (2) 246 Spr IMITH U-N�TAt.• II !1 1/2% fty p. 1w1"gk „ 21c4 RlMRAIL II I I I '3/0x.5 LAS BUL-t 2i�c4 L , .•,_.,,..,-._.. �t I I • I AGIA YrIMf�14�11t • 520 Off., �� ' Q�G I, 2x6 RIMAIL ; SUTE I' SP to tac.. TOP PLA MM � o t' Ft i,.A59 PXT - 1/16* L.P. 6000 IWC" 04. .. II a T ) s:.� • - � 2K4 StUL7b *0 O.G. • M n s ' .. I�fT'ri " .. , - � . 2MB G�L� Y�CINt RAIL •R-13 14ft1LATI01'1 LI 12d 1VAI1_S 2x8 M 2W FloI .Y,WS f W-4 (UlPACa°D) L' EACGN SIM OF 5PLIGE . /t. OR 02w) • R-1q l01LAs"T P`Ar oW IN6UL.ATt M • 8d4' T 6 6 QOGKItNm 2x4 BOTTOM PLATE a fi,':•: ._ •�. ,' - •' .� _ _ _ _ _ _ _.__ _ _ _ ?.xQ SQL.. 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C7 A ++%IED l ' 0 %NME AS WTO f"U&Aff 77 ' wrru R IE ilIJERR'T�CYD THAT A!"a1K�l1�L TIi�. l f 17 '1 L, ` r•F ' , . �.ti :� ,�?I' - I' rall4 DGT F11AQAf pE' M PNR1 3RECTSPEC. I'I «` , lo F + F"I'M AND METHM(w • c ` KMS AND• � .. s• ' WLLWOM 11 16 +� �s� ■//■���,���1��Y�f /pr. ,�, 1. t *law J1 ..• r. , j - ; BY AND NM THE OLL IES? ` ti•%ice , . f r ., , > `r t , ....;��� IPP l t.f ,,� ' .• X111 - .R +'., '• I'111 V'-,1F�.� ♦' �• .y 1' 'ice'7i°'<r •1 • • . 1 a TW FWD'WIT 8E 000o DUCTED AND RETURNED Tn ,S 1 1330's .. !� D 1 � /�� � 04 HARD 1lYM36� A 15SYSTEMS t .. r . ' , ' .• MM EAS? lJCW WISE, 10 88710 A of Pro 1-14 map 00 "Now � 6, AAE AS ko D NY a CL�IT �IM'rir E,�ltil>1dF,ERMl6 cwwGlrS r1yo. + • AS I� I cx • wry+ otn�d I��I�I uw wET1+m 0 . 7 A �. # • 00ar�: , ,o, , ANQ ole �E3 ..._... $ x� .•,.�.. _...........�,�.'... , , �� IViE 1HE OEAI.ER CUEN� � 401 E. epr�Ir� L�E 'I! ANO POR TWR MURK U>SE � _ � � BOISE, iftio MARCH 013710--5245I � THIS OAS S�W.L NOT FSE COAIEO, kE1�l OR ALTERED Mf�TMOUT WRITTEN � Z* 344•- r lyllTM06i1UM M FW1 NORTHWEST SUILON�G SMEMS. . .. Ys�trs F�1Xs ? 44Q0 I menUr �. �r. K r N. o -- W7Zj .... J II i,..: ♦ .__ �.- --_r.`�r•u+_•. .. .. -_.._ — _ ., r•"y r..1!%i•nyrttrrr♦y1�, .,"tM+r. .. .�....... .... .. ._.,............ _. - - -. •►. :., w ...... _.._ _ , � l _ 9 •�• .• ;.. . "•' { VIII F� I firT ( 1rt 1 T �T 111 T1 ' tJr 1If I � ( 111 1i1 1 �T TTT 11Tiff] II1 111 IIIIJ ( IIl1 ( 1 ( ( I�� T ( T 1 1 1 I ( ( 1 "�C l 1 11 � T r i 1 I I 3 4 5 7 9 I 10 11 1 I z _- 12 II T"!"Apu null"ca�"v No. 36 C•TAru ieM.CT�z U 5 A lli C., I m pro"$Div. r I I d 0£ 6Z SZ LZ9 ZWZZ__.. ...t7...__0Z^ 61gT u t w1wi1�al uuluu hail , II t s" XREF LIST Ltscole: 1 Resolved 0 C MET 001 C MET 190 • r Z C MET 231 Muslim Educational Trust C... ent � NI 2 O_ V1y > O W 0 TIGARD , OREGON 1 m � _ t 64 1 1000� �® ®� .91ol ® z VI GENERAL NOTES "ON THE GREEN" CONDOMINIUMS I. ALL CONSTRUCT I ON SHALL BE I N ACCORDANCE W I TH THE. CURRENT C I TY OF T I GARD STANDARD AND THE UN I FORM BUILDING CODE (UBC). AT TIME OF PERMIT ISSUANCE A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY ON SITE WORK. / 2. CONTRACTOR SHAH EXPOSE AND VER!FY LOCATION AND ELEVAT t ON OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY CONFLICTS. I u o � 3. STRIPPINGS, ORGANIC AND OTHER UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE JOB SITE UNLESS OTHERWISE - APPROVED BY THE GEOTECHNICAL ENGINEER. 4. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBR I S AND UNUSED CONSTRUCT I ON MATER I ALS. �� � wo N+l 5. ALL DISTURBED AREAS NOT LANDSCAPED ARE TO BE SEEDED TO PREVENT EROSION. SEE EROSION CONTROL-NOTES AND C, 46494 9 DETAILS PLAN. 6. ANY AREA ACCEPTING EMBANKMENT SHALL BE STRIPPED OF ORGANIC MATERIALS AND DEBRIS TO A DEPTH OF 2 TO 6 �? o oRSWK o INCHES. THE SOILS ENGINEER SHALL REVIEW ALL AREAS PREPARED FOR EMBANKMENT PRIOR TO PLACEMENT OF ANY % / - - - _ MATER t ALS. THE: CONTRACTOR SHALL ALLOW TIME IN THE CONSTRUCTION SCHEDULE FOR THE TESTING OF MATERIALS � �- I� - \ � 0m 6 t �o �pelt 11,' AND THE RESULTS TO BE REVIEWED BY THE ENGINEER. AFTER STRIPPING, AND REVIEW BY THE SOILS ENGINEER, THEL I I ANIS N UPPER TWELVE INCHES OF ON-SITE MATERIALS SHALL BE COMPACTED TO 95% OF THE RELATIVE MAXIMUM DENSITY TESTED PER THE SOILS REPORT. EMBANKMENTS SHALL BE PLACED I N E I GHT I NCH LAYERS AND COMPACTED TO 917 1 ® �. I I I I - RENEVK 06/30/2107 AASHTO T180. THE MOISTURE CONTENT OF THE ON-SITE AND EMBANKMENT MATERIALS SHALL NOT BE MORE OR LESS 0 THAN TWO PERCENT FROM THE OPT I MUM MOISTURE CONTENT. ALL EXCAVATION AND EMBANKMENT CONSTRUCTION SHALL 1 \ I CONFORM TO THE GEOTECHN I CAL REPORT, THE 1997 UBC (CHAPTER 33), AND THE C I TY S SPECIFICATIONS. \ Ih I i ' I IML . 7. ROCKS LARGER THAN 12 INCHES IN DIAMETER, ROOTS, BR',SH AND REFUSE OF ANY KIND SHALL BE EXPORTED AND l I ( 1nro DESprinkFERRED DISPOSED OF OFF-SITE BY THE CONTRACTOR, UNLESS OTHERWISE DIRECTED BY THE ENG I NEER, AT NO EXTRA COST TO I I NICINITY MAP / !'in Alarm THE OWNER. I ' \ J i Mechanled 8. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL USE ADDITIONAL EROS!ON CONTROL MEASURES AS \ I _ "SPRINCWOOD GARDEN" Plumbing TO PREVENT SILTING EXISTING DRAINAGE WAYS OR STORM DRAINS AND ADJACENT PROPERTIES IN I t ��;�s - - J APARTMENTS G SHEET INDEX -` ACCORDANCE WITH CLEAN WATER SERVICES (CWS) STANDARDS AND NPDES PERMIT REQUIREMENTS. THESE MEASURES MAY I _ MR, Engineering INCLUDE PLACEMENT OF 610-FILTER BAGS OR OTHER MEANS APPROVED BY THE ENGINEER. THE COST OF SUCH MEASURES I _ I _ dw SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF STREETS AND P I r I NG $ 'STEMS AND SHALL NOT REQUIRE I - 1'tiA11 i J�a I I ( I �� F I C 1 .0 COVER SHEET t> DIRECT PAYMENT. I -- � �� i _ j I - J � � I _J C I . I CONDITIONS OF APPROVAL 9. CONTRACTOR TO CONTACT CITY INSPECTION HOTLINE AT 693-7584 FOR INSPECTIONS. `.LL CUT AND EMBANKMENT \\ L ® - m C2.0 EXISTING COND I T I ONS AND GRADING PLAN ( SLOPES CONSTRUCTED IN THIS PROJECT SHALL BE PROTECTED BY EROSION CONTROL MATERIAL AND SHALL BE SEEDED �'' ' '' AND MULCHED TO CLEAN WATER SERVICES SPECIFICATIONS AND NPDES PERMIT REQUIREMENTS. WET WEATHER E.C. ENGLEWOOD PARK 'FHwin { j I C310 SANITARY AND STORM PLAN, DETENTION AND WATER QUALITY FACILITY MEASURES WILL BE ESTABLISHED BETWEEN THE MONTHS OF NOV. I AND APRIL 30, REFER TO EROSION PREVENTION AND C4.0 CONSTRUCTION DETAILS SEDIMENT CONTROL TECH. HANDBIO K, SEC. 3.3.7 & 3.3.8. x GRAVEL 1• GRAVEL iCC) I� \ ©. OR OR _x_� C4. 1 CONSTRUCTION DETAILS OFFICE CO 10. CONTRACTOR MUST PREVENT EROSION FROM REACHING NATURAL STREAMS AT ALL TIMES. \ m N LAWN �awn1 MC5.0 LANDSCAPE PLAN 11. ALL STORM DRA I N P I PE TO BE PVC (ASTM D3034, SDR 35) FOR 4"-15', ASTM F679 (WALL TH I CKNESS T-I), ASTM D2412 - ST I FFNESS FOR 18"-360, UNLESS OTHERWISE NOTED ON PLANS. I ALL SANITARY SEWER PIPE TO BE PVC PER ASTM D3034, SDR 35, UNLESS OTHERWISE NOTED. 5a.5 � 28' x 64' I I 13. MINIMUM COVER OVER SANITARY SEWER IS TO BE 36" AS MEASURED FROM FINISH GRADE TO TOP OF P I PE, UNLESS \ BLDG 2 rr.J j�0OTHERWISE NOTED, r 14• MINIMUM COVER OVER WATERLINES IS TO BE 36 AS MEASURED FROM FINISH GRADE TO TOP OF PIPE. MINIMUM ;4 ••. VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS 18 INCHES. SANITARY SEWER Ai \ ........ UNDER WATERLINE CROSS I NGS WITH LESS THAN 18 INCHES VERT I CAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT JOINTS. THE SEWER SHALL 13E CONSTRUCTED OF DUCTILE IRON WHEREVER IT CROSSES I' I "'! ,tilui Ili r: • ..... OVER THE WATERLINE. IN SUCH CASES THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE CENTERED AT THE \ ti�•�/'o , o"so \ \ s: CROSSING. \ �0106`, \ 13 15. ALL WATERLINE FOR PUBLIC OWNERSHIP AND MAINTENANCE SHALL BE CEMENT LINED DUCTILE IRON PIPE, CLASS 52, WITH TYTON JOINTS. OWNER � � 0 16. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS REQUIRED BY CITY OF TIGARD s Name: Muslim Educational Trust Center Lli STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING csp �_ • • (if L-J a AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS of ALLOWABLE SOIL BEARING PRESSURE. FFA �� o SITE ADDRESS: ContoGt: wa j d i Said • O W 17. WATERLINES SHALL BE PRESSURE TESTED FOLLOWING COMPLETION. TEST PRESSURE SHALL BE 150 PSI (AT LOWEST �\ �' 10330 SW NICHOLLS FERRY ROAD Phone: 503 228-3754 (503) 579-6621 POINT IN TEST SECTION) TO BE HELD FOR A PERIOD OF 30 MINUTES. SEE CITY OF TIGARD FOR MINIMUM STANDARDS s' T I GARD, O R �7 2 2 3 "SPRINGWOOD GARDEN" Fax: 503 228- 1273 D FOR ALLOWABLE LEAKAGE. NOTIFY CITY 24 HOURS PRIOR TO TESTING. fo APARTMENTS40' 0' 401 ;4 ch #� 0 18. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE FLUSHED, STERILIZED. AND RE-FLUSHED, , TAX L 0 T # ISI AB-03300 LLJ IN ACCORDANCE WITH STANDARD METHODS OF THE HEALTH DIVISION, DEPARTMENT OF HUMAN RESOURCES, STATE OF SCALE IN FEET CIVIL ENGINEER 0 0 1 OREGON. CONTRACTOR SHALL COORD I NATE BACTER I OLOG I CAL TESTS AS REQUESTED BY THE CITY. NOTIFY CITY A S , �Z ON I N G R- 12 \ + U MINIMUM OF 24 HOURS PRIOR TO TESTING. ° �•y 19. ALL CONCRETE IS TO HAVE A MINIMUM 3,300 PSI COMPRESSION STRENGTH AT 28 DAYS, OR AS NOTED ON PLANS, OR IN Name: OTAK, INC' r++ DETAILS. PROVIDE CITY AND ENGINEER COPY OF TEST RESULTS. PROJECT MAP Contact: Adnan Haddad, PE U 20. ALL UTILITY COVERS, FRAMES AND GRATES TO BE FLUSH WITH FINISH GRADE UNLESS OTHERWISE RATED ON PLAN, Phone: 503 635-3618 a Fax: 503 635-5395 CIL 21. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING RELATED CONSTRUCTION OPERATIONS. CITY OF TIGARD 692-2000 ATTENTION EXCAVATORS: OREGON LAW REQUIRES COMPLIANCE WITH OAR 952-001 -0010 THROUGHO - CLEAN WATER SERVICES 648-8621 / 844-8444 INSPECTION OAR 952-001 -0090. THESE RULES MAY BE OBTAINED BY CALLING OREGON UTILITY NOT I F I CATION GOVERNING JURISDICTION •� 22. THE OWNER SHALL PROVIDE ONE SET OF CONSTRUCTION ST'1KES FOR THE CONTRACTOR'S USE AS SPECIFIED IN THE CENTER (503) 232- 1987. CONTRACTOR MUST NOTIFY THE CENTER AT LEAST TWO WORKING DAYS Name: Cit of Ti Tvision rdU Incorporated' CONTRACT DOCUMENTS AND SPEC I F I CAT I ONS. THE CONTRACTOR SHALL DESIGNATE A REPRESENTATIVE OR y 17355 SW Boones Ferry Rd. REPRESENTATIVES WHO ARE AUTHORIZED TO REQUEST STAKES. ONLY REQUESTS FROM THE AUTHORIZED BEFORE, BUT NOT MORE THAN TEN DAYS BEFORE DOMMENC ING EXCAVATION. Contact: Planning hake Oswego, Oregon 97035 v REPRESENTATIVE(S) WILL BE HONORED. STAKING REQUESTS SHALL BE MADE AT LEAST 24 HOURS PRIOR TO THE NEED FORCALL BEFORE YOU DIG 1 -800- 332-2344 Phone: 503) 639-4171 Phone: (503) 635-3618 N SAID STAKES THROUGH DAVE LIDEN AT OTAK (699-2401). ALL REQUESTS FOR EXTRA STAKES OR RESTAKING SHALL BE FAX: (503) 635-5395 1-1 MADE THROUGH THE OWNER'S AUTHORIZED REPRESENTAT I VE(S). 503) 684-7297 Fax: Internet: wWW.Otek.0011 o Z Project No. Drawing( No, a O z 1 City of Tigard . 0 Y Sheet No. Permit # ENG 2006-00083 7 of l4P- Copyright 2004 .. .,',.-•v • ' y(� ..i,�4' A,,gyp 1i'r«t•`I'fJ`�: n. y,);_p ."c.. ,. 'or.. .. -rr1�47 .,"7_.`r'{py� nr a - .. - . e,. .. . .. ...• ... "�. '�.. "Wow QN^•'C�lr` t.: F..H,r'•' i .. .+ ,ti' 3171 � ... .. n ' R • _ TT �f r- r1rIr r Thr rTr1terT ( 1rTr�i i� 1 z nr. T rP 3 1r 4 t j ; l 18 f � 19 10 1 l K No.31! illlll °' I1W • 1 r i ••7 ' +wl.l .-u:a-lYHriM`.M.wJMn�w.+M- .'r+!:Li.�.�F.-.,"= w .••' 1 _ i .�w�wiE• •IMr1MY.�+ Y�aC ] +ILM�.'TdF'.1'l�M �IYWIM IIII • TA1Mf + n .. i'+Vu+_•.i.r-M./6 ..+MM1'I...Yin.t�ii..rA�.M.YM-.�.!!l l!:C..+-i..+r..•w/I�IRr.ffi, - lM•�.MM�v�YM+.MWtll�l�"Y•f" ]Mkf$.•f�' .•SeA� t'•"Pl 1fAW'S - _ .. 1.,.., .- 'S.M.Rpl�A1M.f1. ."iYC1lf�o•I�WM.M+..'•NN1 -•+�+_A! M • - M. i.6 VC4k �i - .•'1•. - .t-rr. .. ... .-. -_... .,�.y..... .: �. ._ ..,+..• ,),,.... .. Yom•+ ..+nYM'nF »•.r„r ..••vr.+w..MM•-w.+u4.--..:_«ar•-y ,+'Q/!^..9..Y.r.yits. ,luu'��MM MWia11Cw . . wu. . ra l d:. v9 XREF UST MAR Ltscal! 1"= E. DECISION Reaoi.•e __ In recognition of the findings and conclusions contained herein, and in:ruporaling C343,n01 March 10, 2004 the Staff Report and public eatimony and exhibits recoived;n this matter,the h:atinga -------- officer hereby approves CUP 2002-00003.VAR 2002-00009 and SLR 200240M and- r� ICON OF �^•�D 00006 (MEI'Center),subject to the following conditions of approval : 3 OTAK, Inc. f VAR o b Attn: Jerry Offer OREGON 17355 SW Drones Ferry Road „ Lake Oswego, OR 97223 �ag y, cd w > s said spprovel: � RE: CUP2002-00003, VAR2002-00009, SLR2002-000004, and SLR 2002 In 1. Prior to the issuance of building permits,the applicant shall: t` Education Trust Canter ext:nslon request. 4 a Submit and wen ve approval of a lighting plan for the site stowing that lights Dear Mr. Offer: will not cause significant adverse off-site imparts. For purposes of this r a a decision, light is net a significant adverse impact of it is nal note than one d a This letter is in response to our request for a one-year extension to the foot-candle a the property Iia or if it u shielded o prevent light from bang Po Y q Y approval of the cast away from the building on which rl is situated or toward die can or = Muslim Education Trust Center Conditional Use Permit (�UP2002-00003), and the southeast g associated applications. Your request has been approved basad on the following findings of fact in consideration of the criteria of Tigard Development Code Section 16.360.030(D). b. Submit a revised landscape plan to show the applicant will plant a minitrt rn six-foot high evergreen hedge between the modular structures and the water 1. No changes aro made on the original site development review plan as approved byquality facility if the applicant has not touted construction of phase 2 within the director. three years of the effective date of this furl order. The applicants' representative has indicated in the narrative that the approved plans will not C. Submit and receive approval of a revised site plan showing where HVA( equipment will be situated with supplements and/or amendments to the , be altered from those that were approved. as necessary to show views of the equipment from off-cite arc obscured ad that the equipment will not cause raise in excess of envi.onrrmtal 2. The applicant can show intent of Initiating construction on the alts within the one performance standards(CDC 18.725.030)or that equipment noise will be year extension period; and mitigated using sound attenuating memo=. According to the applicant, the final plans for phase 1 are being completed, and submitted for 2. Prior to site work for each phase,the applicant shall provide a sign off leper from building permit review within the next few weeks. In addition, the applicant has indicated that the franchise hauler that services the site with a leper approving the faculty location they intent to initiate construction within the one year extension period. o r N 3. Prior to the issuance of building permits, the applicant shall revise the parting plan •e+�t9y 3. There have been no changes to the applicable Comprehensive Plan policies and to accommodate 14 bicycle parking spaces with phase 1, and 28 bicycle parking e64Pg 9 PPI P P spacer with phase,-I. Said spaces must be designed and consulucted to the ordinance provisions on which the approval was based. atandanls that are identified in TDC Section 18.765.050 pC ORROON o0 To staff s knowledge, there have been no changes to the applicable Comprehensive Plan 4. Prior to the issuance of building pemtits,the applicant shall relocate the existingvo Cf••ER nth t ov.4 policies and ordinances that would affect this approval. dein link fence outside of the identified 50-fevegetated corridor, and revegetale M{M ANIS N0O the affected area with native vegetation a required by Clean Water Services. RENEWAL 06/30/2007 The applicant has until March S, 2005 to be insubstantial conformance within the original Prior to site waits for either Phase, the applicant shall submit a true plan from a - dection. certified arborist dui identifies the location,health and size of all trees over six If you have an uestions, call me at 503 38�171 ext. 2434. inches in diameter u DBH on site,ad the applicant shall identify which of those Y q ( )6 trees over 12 inches are to be removed to accommodate construction. The applicant shag retain the mature conifer trees at the scutheam comer of the site as dawn on Sincerg)y, the preliminary landscape plan unless a qualified arborist shows they are unhealthy or unsafe. Brad Kilby, AICP" 1 Associate Planner 1 13125 SW Hole Blvd., Tigard, ON 97223(503)639-4171 TDD(503)684-2772 [ 6. Prior to site work, the applicant stall provide city staff with a mitigation plan for Submit to era naming Department (nom way,ssf-0171,ext. 7Aie)nor rcvssw M those in=over twelve inlet DBH tial have to be removed in accordance with and approval: TDC Section 18.790(BX2). 15. Prior to final occupancy of the building in phase 1, the applicant shall install or O 7. Prior o site work for either , the UraM shall submit a tree guarantee the timely installation of the penphen d landscape buffer shown on O phase app protection plan Drawing EX-32 on the eau and south property urea of the site. 0 from a certified arbaia that defines&tenders that will be used by the applicant to protect tree during and after construction a required by Section 18.790.030(BX4). 16. Prior to final occupancy of the building in phase B, the appIlmant shall: 8. Prior to site work, the applicant stud provide the City Arborist with a construction a Insall a sweet pee that is identified as a desirable sum tree in the approved C) sequence including installation and removal of fres protection devices,clearing, list at die location of the access way that is proposed to be relocated (� 0- grading, grading,and Paving. rl 9. Prior o site wait,thea applicant shall notify Oce Cil Arborize when pee b. Show that the 17 designated carpool spaces ani the 4 accessible parking W U PP Y Y protection spaces are properly designed and designated pursuant to TDC Section meamrea are in place so that he may verify that the measures will function properly 18.765.030(F)and (G). \ L. J C" Q prior o construction. "-I � 17. Prior to placement of any signs on site,the applicant shall apply for a sign permit 0 10. Prior to site work, the applicant shall submit an erosion control plan for work within and supply staff with the appropriate plana to verify compliance with TDC Chapter the 50-foot buffer area of lhimn Creek. 18.780. r_, z a 5_bmll to the Engineering Department(Brian Rager, 6394171,ext. 2471)for Submit to the Engineering Department (Brian Rager,639.4171, ext. 2471) for co F•+•1 O Q review said approval: review and approval: () L6 11. Phu o issuance of a site permit for Phase 2,a Public Facility Improvement(PPI) 18. To ensure compliance with Clean Water Services design and construction standards, W permit is required for this project to cover the proposed sewxr urnnection at the the spplieanl shall employ the design engineer responsible for the design and • . O southwest caner and any other work in a public easement. Six !6)sets of detailed appeeccificetions of the pmete water quality facility to perform cowsuction and visual • ods, public improvement plan shall be submitted for review o the Engineering observation of the water quality faility for compliance with tie design and n� O N Department. NOTE: these plan aro in addition o any drawings required by the specifications. Tbeae inspections shall be made al significant stages, and a � _ z Building Division and should only include sheets relevant o public mmprovemem. completion of the construction. Prior o final buildin inspection, the design • U Public Facility Improvement(PFI)permit plans shall conform o City of Tigard engineer shall provide the City of Tigard(laspection Supervisor) with written Public Improvement Design Standards,which am available at City Hall and the confirmation that the water quality facility is in compliance with the design and W Q City's web page(www.ci.tigard.or.us), specifications. Staff Com act: Hap Watkins,Building Division. • U, Z m 12. The PFI permit plan submittal shall include to exact legal name,address and 19. Prior to final inspection,the applicant shall demonstrate that they have completed they Qtelephone number of de individual a corporate entity who will be designated a the requited improvements for Scholls Ferry Rod a directed by Washington County. �s ~ O i "Permittee",and who will provide the financial assurance for the public w+ n improvements. For example,specify if the entity in a on, Itmitid ►� pauenthi .LLC,etc. Also specify the stale within which de entity is Incorporated and provide the name of the corporate contact person. Failure to provide accurate infor n tion to the Engineering Department will delay processing of project • documents. 20. Outdoor recreational activities generally should not occur before 8:00 AM nal after „t 13. Prior to issuance of the site permit,to applicant shall obtain a facility permit from 8:00 PM and ate prohibited after 9:00 PM on thou infrequent occasions when O outdoor recreational activities do continue after 8:00 PM. the Deportment of Lad Use and Transportation of Washington County, to perfam r„l work within ghtof-way of Sc�Perry Road. A copy shall be provided o .(J CityEngineering ma Depaapplicant shall also demonstrate dud they DATED this !9th day August 2002. Incorporated the 6 have satisfied the Cotunty's requirements listed in the June 20,2.002 letter and any V 17355 SN Iloones Ferry Rd subsequent conditions listed in the County's Traffic Staff Report. Lake Oswego, Oregon 97035 c Phone: (503) 935-3818 14. The applicant shall provide an on-site water quality facility 4 reclithed by Clean AIC �'l arty FAIL: (503) 835-5385 Water Services Design ad Construction Standards( by Resolution and t. Internet: 111111.0tak.COM City of rad � Ores No.00-7). Foal plans and calculations shall be submitted o the Engineering Hearings Officer ering W12343 I:1 t I r. I Department(Brian Rager)for review and approval prior o issuance of the site permit. In addition,a proposed maintenance plan shall be submitted aloe with die CUP 200200003; SIR 200200001 tr 00006; VAR 2002-00009 rr O Project No. Drawing No. P B w.:y,OQarrP6r1 err.. dr plans ad calculations for review and approval. Wer Schoen py.11 V /11 . •I b Sheet No.e J tO✓ Coppnght 2004 - • �rl,�lt� �il If� Ii�Ilt� � .TLt�rl�lill� �ill�lll�i�i�ili�llt�tll� �i1i11111111111ji�111Il�l� a t 1 2 3 4 6 r 8 9 10 11 12 Ric 3a w. „gyp®w,. 4iL �O�oY Illlllll�I111W c L L L L at t e e c a s r L II Il »Ill— I ml iilull 1n lllllill 111ll1ID Wlli u WIl ILII�W sW 1 IWIIID a a 1. H i .Y e,4 ^4� h t yi Y. t. , i. aRE`- LIST X I 1 SAN Ltscole 1 5' W I DE PEDESTR I AN CROSS I NG--� N 1 - A M + II 3 a PROPOSED STA 1+0264 I 1 2 2 W I DE TRUNCATED DOE _ _ _ _ FINISH Resolved X I 1 ` _ _ - - _, ^ �� a�CID RIM-101.30 " ------- _ I SEE DETAIL SHEET C4. 1 - O c� ^ ciQ0 IE IN=92.70 (4"LATERAL) ( G C MET 001 I j t ! L m I ! r` + 1 0 ++r,rnIE OUT-92.50 C MET 1900 U04M 11 D z I - - uz C MET 231 I - - . I �) I \ t ! 'T .d d p DO C MET 600 I I -J �--- -- - I - I I a. < N +4 Q (A V) W W iGROUND XISTING o 0 C MET 900 � I I I I f� I � .-.W u a C MET 430 1.I. / I 1 ©, �4�y 96 ��Q// 0 Q ! C I ---- -- 7 BICYCLE I I I I I I5 �0 - - -- x - - - - - ,f PARKI r�G PAR BICYCLE I I I I 1 ! _ z�w nW Ill 00 - - - - 92 ++i M o°o� u ~ S - - - l ` ► : . :• ; "•.•f m SCALE 1 "- 30'H �, . � 11 z II N W \ _� 6 � c F- 00(0 o \ nd v a � / , 's. 6'WIDE SI EWALK (TYP.) ll.- r'+U (AIRWWLl - a \• 4. 1 Www , � G Z ' 88 .Q'4 0 30 0' 30` 60' _ _ - - 6 y `,.,\ ��.� \ �• ;•+ GRANULAR BACKFILL SCALE IN FEET 84sao 1 1111 PVC (=N .\ , SD L�►"1'�RAL I -30 LF 35 F !0"PVG SD LATERAL 3 SLOE s 1 .0% 47 LF 10 PVC 8 I E - 95.0 ., SLOPE - I,OX NATIVE BACKFILL - IE m 95.5 •'• • .r - - SCALE11 =20H 1 =5V ----- - ------ SD LATERAL 2 I 1 0+00 0+50 1+00 1+26 SW NECT"TO 4MS7118 SL LF 10„PVC I I SANITARY LINE PROFILE SDMH 05 LF • 10.0% SLOPE I E 94.0 SDMH 04 I 46494PR I I UL TR BLOCK OR 9 - r � I ,,UR A E _ Qe^�,ovooN o0 �. + O. ( r - I - - - - - 98 3DE LEVEL ' q \` �� - !- ! 8E MI- i i WALL (TYP.) SIPSD 96 ; W.Q. 0 AN 1S 1 � � .F CE EMERGENCY OVERFLOW ---IRERENEWAL 06i30vM7 LEVEL- 94.u_­ 100 YEAR E EV - S�.6494 6.O � CLASS 50 RIPRAP 92 3 9c► POND B TTOM' ELEV=91.0 6 Nam ~'' �r�e \ SAN, ('0 A2 x ' - - 88 EX t UNI N� 6'WIE)F BERM _,, 86 a- ,H ' u .SV 6'WIDE BERM \ \ x _ - ii_SC LE -2�J - �FFLELEV - 94.14 _X y Y --Y X_ _ - 0+00 0+30 O+EO l I 'I' ► ia x OUTFALL 03 \ � I \ x N oo 17 EMERGENCY OVERFLOW WEIR x MOD I F!ED AREA DRA N 02 (FCS) 4m at 0 rn fm °' N. T.s. POND CROSS SECTION A-A OUTFALL 01 x f1 > NOTES: x �� RIP RAP CLASS 50 -- 1. NEOPRENE RUBBER GASKET REQUIRED BETWEEN GATE FLANGE AND Qo � 6'W x 6'L x I 'D SCALE 1 - 20 H CONCRETE AREA DRAIN �_ STORM \ & SANITARY PLAN 0 2. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS STEEL. J �s ID(I ST I MG SAN IIIAH All FREEBOARD LEVEL 94. 14 B T P Z ELEVA 93.64 N TOP OF RISER < 3 ^� IE- 93.14 YEAR SURFACE LEVEL 93. 14 a- �, Y 25E z N z 3t cv 2c� C z3_ � `-' 12" 5 1/4" 0 ORIFICE C Q RISER z LLJ O gr IE- 92.61 Q 0 1•-- 104 a�va� �_ . ! .... _ +a�iariM°M' oar fn. 104 5 t 4" 0 ORIFICE Q • I _J m 11 - WATER QUALITY SURFACE LEVEL 92.00 - O (� V� 3 nawra f.. � a00o II 11 z IE- 92.61 LT . .._ 102 11 A o _` _.. . .. .. _ _. II z z M PROPO ED a m Li Li 102 7 " 0 RIF �- • • W $o$ _...__..._.. �LJU;�..i GRADE .... _._ -- - IE- 92.00 GRATE s 08 {I''�-'oa► a nc___ 4 7 IFICE 0 100. -- + e _.._. _� ..__. _... N z 100 g P N OUTLET Q +o ..._.__._. 196z3a ! .._. _.. +o - - - _ `"a _ FLOW -- BOTTOM GRATE = 90.50 IE- 92.00 r..� >- 0 25 YR 9s ....._._. .___.. _ ; _.. _ _. " " N ao �,��� SURFACE ��� �.' EXISTING N O �""• -- • - � 98 12 1 RISER FLOW IREC ION - 12" � • � � � : LEVEL GROUND +c POND BOTTOM - 90.00 OUTLET Q Z 96 ' : _.._ ... W 96 .�..� • Q Z LAJ - _ EXISTING . . ACE� � � _... . �w , 514 � 6' ~ GROUND IEV L. -I' 2 DRAIN ROCK 1 2 CUBIC YARD � � - -- - - - -- 94 STORM SEWER OUT 3 _ - -- _......_. " , S-1.009. _ STORM SEWER OUT - (.) a o _. . �_ 13 LF 12-. fVC. __ I 90,00 I 0 92 FOND BOT OM �� 4 92 •` - _.LE ... . . � W _ oo �.. SgiM REMOVABLE PLATE 90 �• . - ,.tis: .. 1Sr=�� � f44aGi E ' �� I 9 2 0 WO ORIFICE B . ..-- - 4M__4 4.5471 5LO F ! REMOVABLE _...._ 86 IE- 89.50 -- --- ELEVATION= 87.00 2" 0 WQ ORIFICE 88 2-4- ,42% - PER WS DETA I L 520 GR IE- 89.50 NULAR BACKFILL 86 I 86 _ .. .. _.. _ - E MODIFIED AREA DRAIN FLOW CONTROL STRUCTURE 02 1.) Incorporated M n oD 00 n V 17355 SW Boones Ferry Rd. 4 o0 00 'v ' T. Lake Oswego, Oregon 97035 Phone: (503) 635-3618 \ FAX: (503) 635-5395 WATER SERVICE NOTE : -4m) Internet: WWW.Otak.CON 1+00 2+00 3+00 3+00 3+85 13449 C MET C '-) I SCALE 1 =20'H 1 "=5V CONTRACTOR TO FIELD VERIFY WATER SERVICE LOCATION ON SITE Project No. Drawing No, WATERQUALITY �cDETENTIONAND TO EXTEND IT TO SERVE MODULAR # 2. C3. 0 POND PROFILE U Sheet No. � n Copyright 2004 , ...... _.. ata,. 77. - .'L^n,e'x- •„_•.._ _. .. .- _ -- ew..r ._ ,. _ ._._.... .. -. -. _.-_. . _... .._. .. __ r-, , .., ..-...,... .. lr ,�F+i+n .'.'=ti � .,. �' :. r.... ,. _ " 1 T� r1� ( rT r1� 7 r(r r1r T1r 1�t I 1 rIT r1r �� r T ! •TSI IJT 111 rir ISI 111 1�I 1�I 1(I I�� ilr il� rrr rjI T(r ISI Il � � 1` t I �� F � I3 I � I4 1` � I I + 1 ISI 1 � l � 1 `1 1 �4 �I l 1 _ 7 8 9 10 11 .12 ,r ! t e B 9 9 lr► t 1111 1111 ' Zwl111111111 • t; r .:r._...1,.,_....r'...._. ... __._.-...-__ ..__...-..,...• ....... -._,..w.+..,.n.,,.....n.-._. _ ..:. ... ..,.,.. _.. _.wr+w.r..rr...s..Li....... ......rnc.c M b10.`+ e.e.q. s .• .+. +r w..... •t . v +A. , •Q.m.wra•!!Ir'!+•ho w. .r+, -, .. .,..,-a . ..- .,...,.. .-. .+. _..,w•• •.+a.•i...np-.+Ar.,m.re. ... .- - 1''�"� y.+n+•a! - - _..... ..... ....... ., ...,.. ..... . ... m ..+•Wwn•+.+ar..rns... - _. ., r-, .,._.. ..._, - ,-... . r. a-,!l^rrnr. + .C+wr. +-a•vr•.r .: _ -•s..r ,_, _ y.• -«,y _ ..:. _- . -.. `Pc:�:•.�. ., a.M@._•alu+ rNRtlr - .. r..-._.... __ n^FMY�M�Wrwlw::am-c:uWr... sn+* - .:¢ '1f Y , k , di .Ily xREF LIST Ltscole. 1 Resolved C MET 001 ------- — _ Ln z z , _ _ w N NOTES: d - LOOA1e AML AND mm NOTES: I. ALL STEPS SHALL CONFORM TO THE. u o O�1� AT LEA/r as NNEMI S OF ASN C-471L zz t=• M MApTN 1. ALL MANHOLE SECTIONS SHAM CONFORM 2 MANHOLE STEPS MUST BE 71017 AND TO THE REQUIEMENTS OF ASTM C-470 r MIL sllrl NOTES AND APPLICABLE PROMSIONS OF STANDARD E ALL If EMIBEDOEO. to AIEPS VTHN A MANHOLE SHALL MANHOLE, DRANW) NO. 010. BE OF THE SAIF DESIGN. TYPE. AiD n b now" ALL PRECAST MANiWL.E SECTIONS SHALL L ALL JOM 13 AND WINGER GASKETS SHALL in& (MIIG IOOF UNMATCHED STEPS o • CONFON 10 11E REQUIRO MYS OF ASTM COMFONM TO THE REQUIREMENTS Of C-478 AND APRICAKE MION810NS Of ASTM C-443. 1-I 4' V NOT PEIVIOTTED). Y --+ STANDARD DRAMMIG — . M "a 010, u v ADE RINGA: r ♦: 3/4. _ ADJUSTMENT 11 0 c = MAXIMUM Er FROM • , . • �--- -- •. TOP or Pray 011PI :I AIDAD H°IINIE 810 DOM a A r' � •{,•} ,4. ' � ' G � TO TCP 0/ CAS1~IB MAINT FW M AID ODII - s10 DROMIC,MIL its-WtT GR 10--3/4•--- + rn Nb 120 OICAPSLILATEp Y: S 4 .w d•�' •4 - 2 `n _ an mom N im-SANE RL R G/1Si1ET s / 12 -•--.� . •. IV I GROUT a. %.v A — ,l i I MOTES: r; •t : • 4 .� •, .., •� Ir 1. All PECAST MANHOLE SEC71oMS SHALL CONFORM TO THE MADE R7 (r.4".0R B" : •, '',� !. '* ' � � 19=0 EATS OF ASTM C MA1M►M 1 A' •' L ALL POI N PLACE CONCRIE E SHALL HAVE A 29 DAY WT N Mal-IHNW (TROUT PIPE t-/FT � 4' SIA NM OF 3000 PIL AND LIMP OF r To 4• SLOK • :. COPOl1fwER POLYPROPYIEl�lE a ALL AGMs Voll M SEND IM PRNFO Mm PLASTIC, STANDARD E0001TN11C PLASTIC ; CAMM SIM AS NNY-SEAL Me IZ RAM-OW Co AN : 3r 0Vt LOADED .: /' j' N�tPE 'S' 1 . Al I0011tD mIAL Dai01Y10 TO RFDOIAL A710N • I' /2' OIAOE SO RiSIFOR NT • •; ••�' 4 COINEC MIS TO MIAi•IOLE SHALL N amu. Mr MG • i a ' Rubber I : ; •• • • NIILTl rnw. ' . • : Gasket 13• oc s PSE CON E.CiKIiIL OF 24' OR OEATEit SHALL. REaIrE AMANHOLE AND � III, 00"Cn10"ff tar n=OR MORE "".0" ,CALL M�wlolc .ocnOM PVC SANDED BELL DETAL3 4 �• FOR RWUIRE A MAMIat 0010I ANO CKA1Mf,DETAIL (VANA�LIE 1•-4•) OD 1 • t o PLASS SAFETY S71P 7. Pwv= A wma or r OF INTACT J( r--may Of 1116Eoc FAN W MANNOLL MAIMMOLE WALL ll� PPE T: As�"�'� �' ""'"' JOINT DETAIL WILL VARY BY I I �• l SIONOUT OF U LL►OR Fif•E III E r MMIMUM AND • • . r NNAMSIIN a"or PAPE W"- � � • . : MANUFACTURER :�•.: i .es -- - - L WEB OFTAL NaB�TO MALVSM NiT'JMOR DOP OF 24' r mom • • ' ' • '4 4 . FOR SANB1'ANT OOTSWR W AND 4S FOR ETON *'• •60. • • • � HL 7aa/T TAVQ PROOF MANHOLE FRAME AiD CO%U . STAINLESS INTERNAL • i i • • •O•�• • + ' _ :� �; ' .• VULL N N ALL[A1>f1ENT AM OFF S11t[T AAtEAS, -OHN-00-0 WWI coo" INEL STEEL SAND �1 • • • • • •S j • � /0 J/4' GALVANIZED BAR /f �O y N+♦ FOR OONORM PIPE AND SHELF IN n LD MATERIALS: :y' •;:• •.+ <� � ♦ ti 0; , 46494PE •` >�UDBI INTERCEPT o GALVANIZED: 'r .• �.., � A ��) PIPEr MNL FRAM 7bP PIPE /6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCWG BAR. '••"4 ..' .' O N NN 411111 RrNI W W lO RNIB aa1C 11t. r NIL- TO MAit/i01Y ' Ir OMINIMUMI M7fl'-O' ROr01t REINFORCING ! 3/4 1Ai>DAL 1lNT 0/PHA[ �� REINFORCING BAR CONFORMING VT'i ASTM A-611r GARDE 40. '','�••'�L;� �. R!♦00 C� • •+• ZED CONFORMING VAIN ASTM A-123. FI ExIYLF ► —'� PLASTIC: CONNECTOR MUST CONFORM M17H ASTM C-47B STEEL REINFORCING BAR MINIMUM 1/2' GRADE 60. REIEVAL 06/342107 .! r OOMptr1E KORNSEAL BOOT MEETING REQUIREMENTS OF ASTM Ae1S ENCAPSULATED tt MiiMRM aF i�-Dr ao11PACTeD � . 8A= MARMIAL '•' +' .��' y •• A INMTHH INJECTION MO-00SURFACCOPOLYMER POLYMOPYLENE t'S•'i••.�• ASL'• 4"FOR GALVANIZED STEP PRECAST CONCRETE PRECAST RUBBER MANHOLE STEP STANDARD MANHOLE MANHOLE BASE REVISED 02-03a'••. .8� :Y1Da GASKET MANHOLEC�e�nVbiler Servloe� DRAWING NO. 010 Ot�m■iMWAbdM�, DRAWING NO. 020 DRAIMNG NO. 030 O��MMNbiM DRAWING NO. 100 REVISED 02-03 ONOBM■MBMMu1tbHllr• REMISED 02-03 REMISED 02-03 PRE-CAST 41 COMICAL PRECAST e• COMICAL MOLLISDOWN )YSAMTAtY HOLES (14Comm ONLY PLAN OETAL PER ORAMq Moi 1110 vP�Y� 3/4• SQUARE A A B B o o Now-@~ GROUTSTANDARD O O O -- OIIAMM a0r • on SECURE 2X4 N PLACE o Q Ryq j VOL ADO PIPE SIZE AS SPECK7fD AGAINST PLUG W/ 3ACKI I- O o S 0 _ TO PREVENT PLUG ALOMCFF oa o0 I O O Jai. . �• • •�;I••' 4• MIN. � 0 FINISH GRADE 4 •• \ /IQIr a SANTARY Wall o o • ••t • 907M • 1 WA7101TIGHT PIPE PLUG 7/S K FOR REM OamnNUClla1 ALL SIDE KVAW AAO m II ARK Q ' r NTH STROPS M FROM o •,• L---� ►0°AiE0cI0► `•7 irm AND 10' ens sac4 \ .•' '� t PIPE NATIONAL MALL IN OW a TAE{POLIAINS PROMS • PW Allb-30% + - • •• PRQMD1t 3/4•-O FOR A A ALL PAPE VWl t; OOlat Lime • r Art OIsAAA11OF . • r NMI" OF r AROUND s" SECTION B—B aVa Pal•AMTAR1r IME EBrOM '' � (n SANT TART S TOR M `�: a'AN01'� _..jp !_._ c OOMMMMXIU w�AM oN aiA�iB'-+ioa " J HEIGHT: TOTAL LE3NOM OF 2X4 MR4 Tf AS Si0VN ON APPROVED SET OF PLANS �• ••r�'• !! _ ARKNOS TO FACE STREET • .• SECTION A—A N 1 til HEIGHTOF COLOR COOL VNIFACE SURFACE TAPE Q 0 ' 1• . - NAT/ (GIVEN-UMTAgl j W (MAN1E-S101r1) . . 0 +� G NOTES: N! F— ' •�, 1. Ir ALLEN HEAD BOLTS LABEL MAGNM TAPE NiH BLACK IETMIM + ,•• • a► '•• • 2 TILL AAWIAIIT ^~ 7" � . Lei •• � ' �1 Los GI10llID SANITARY: •CAU71a1 V:rR11 BLN�1 �+OW.' EmE4 ' S 1• • CL0NOUTS STORM: •CAUTION STOW GRAN ELNMm @MOW* •, •�;y 3 MATERIAL CAll ' TL K 4RAY 1 PLAICE ts• ABOVE 70P OF PAPE AND AGAINST 2X4. AM A-44 CAW 31 � T (Y_ F•— .�.'� / /'IPU •iM W ff nn 23• � r ' .t 1 Z •' y I •4 e' • PLUG V 0 24-12- GIONORIM IMAM f— U / �4• EtOTTOM Of TETE q FOR PLASM Pft 3/4' 0 • • j • MINIMUM SLOPE FOR 3/4"-0 PiPE ZONE ' ri B• PIPE 0.010 MATERAL AS SPECI►KD C 1 NOTES: 4• PIPE � o.02a Q 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS SUPPORT TEE 1NTH DETAIL rR�Dowo GRAVEL, 2. COVER AND FRAME SHALL BE CRAY CAST IRON ASTM A-48 CLASS 30. NOTE' CONCRETE-. ENCASE ENTIRE WYE KC710H AND 4W SENO IF CONCRETE PIPE MINIUM RA MADE �y���ATIUN i OC 3. COVER AND FRAME TO BE MACHINE) TO A TRUE BEARING ALL AROUND. 1•,_- 0 A 4. NOTCH LID FOR LIFTING HOOK. I _ SUBURBAN AND STANDARD •�+ STANDARD CLEANOUT CLEANOUT FRAME SiDE SEWER SIDE STORM '� Incorporated MANHOLE FRAME AND COVER Cie�u>t%wcr s av;ocs � ����� U Ow• �N.• AND COVER B uNtb �� ►7CEr>><.�.3 F 17355 511 Boones Ferry Rd. DRAWING N0. 110-SA/ST REVISED 02--03 ��M M�• A1MNG N0. 1'SO REVISED 02-09 PIPELINE y DRAWING NO. 180 REVISED 02-03 REVISED 02•-03 a'0"altm N M ek". Lake Oswego, Oregon 97035 _ ROWING N0. 170 N. Phone: (503) 635-3618 ID FAX: (503) 635-5395 aim) Internet: N-"-Otak.COM 9 MET z Project NoDrawing CN O a 0 1 -- -C4. 0 Sheet No/10 li Copyright 2004 ( f1. - .... _ .-a.....Wt.+.�1w?nHni.".•..+AY91rtr - ._ - _ .- . d. . :J^l'i:. F:' �L ,Q. r+'.�j�. k'•"^f - ... - F1T�i�rlt�.�I��i i�ril�rfT�.1�,�� ,1:1��;ijrf7 riT11j "iji�rlr r�ifl�r l�rll`�rEIT111TI n I f I M e ]'TTI'll'go ! ,+12 0, s . n Ebur • ,� �4..,.P.:...�il I ,. O O • .i �H r : .•.•'u.., -.+.r._•+a<.•+.,r�wr•:•e..•w+.wrwwr�.l.l.....,rr.r��.sr c -..w»..w:raY•e•.THaw•e•ev...•.ar,w^..v. �wRV.rG:,w"rur:.r>fwn........•,,,.wi. -A..�..,+.1��•.....•,..r.e-.�w.,w..: :.,n r+-._•eW+A•.ii�r.•.n•..,.:.,.�_..or+. ... .. r. ...-...r c-•�..- -�4+15�3r.fgk-r+Yr9..fw..i.r:..�,,,M•.r..4,-. c M2rM }! �-- ,.. . +.'n.11MM':..ev'1N►"'t..•• l,y .•IfXYfmCA'.iSa(�"ql•G-•dAlrc'.•.+.Mcw•1Atl�S -f .._ � we _ _ '. �' • P .. .. .•'.• ar_ r y. �...s _ .u. -..... F •..- ac _.. ._..... 4n..... "....rra+r.a_.M40aYdi!•b...,.. ;c.IIOIL'0�'Hrr'w••ti•�.t. . .. - .. ...+i.7.>i'•". n,'� ... •..1E,- ... yr "'.A.'� . '.y. •lyy[?...-a- ....._ P•lu�it.'•Ye..�M]• :L_ .w.rl:f•^ 1.!S'i,�' Af�.WOG'ik dna':•, 'tr d !F ,t I 1 xREF LIST LtSCole. 1 Resolved �• C MET 001 Ln w u•, > uT U U �) NOTES 3► Z A A 1. ALL MANHOLE SECDONS SMALL S 0 CONFORM TO THE �a O 0 OF ASTM C-474 AND APPLICABLE 0 v PROVISIONS OF iDAlh(UtS D VINYI. CLAD CHAIN LINK FENCING 21 DRAWING No. 010 Z -I 'SEE 'MTD. DETAIL NO. 1005 a _. NLET AND OUTLET PIPE NOT TO EXCEED O m IMA- -� v 3. Ppo" SKOAL DETAIL FOR OUTLET FLOW MdLET OUTLET WNTROL EXCF_EDING 14' DIA. O 05 Q, v Y U L SUMP VOLUME AVAILABLE C MINIMUM MAXIMUM D O L = f• Q 4D' M.H.- 54.4 CF 44.1 CF r" G O Q PLAN Yr M.N.- M.4 OF 141.7 OF pLAN - 1 N' M.M.- 110.4 CF 142.3 CF G � PRONDE SPECIAL DETAIL FOR VOLUME Z. L _ REOUO"ENTS EXCEEDING 142.3 CIF - I SWALE BOTTOM x SUMP VOLUME REQUIREMENTSff 20 CF/VO as OF INFLOWD 1' MAX �) 06.9 Gf MINIMUM NEQARFD RMVADLE WATERTIGHT CAP 0.5' MAX. \ ' ! -OUTLET FLOW OVA1TROL PLASTIC OR OU.:TTLE IROI. PIPE "r - OR APPROVED EQUAL T_ RIVER ROCK 2- - 3 4 BatT ounET N 2.5"- 3" DEE aA l2' ,SWALE AREA FREFS,,^„RD TEATMENT AREA FREEBOARD BUFFER/MITIGATION sEciTal n-e AREA _ 6 MINIMUM WIDTH AREA AREA C MATTING E N JUTE• CA ON T FIBER OR GEOJUTE PLUS* E IJ • ONO T • 20 .+ SEED MIX LOW GROW MIX WET/MOIST MIX LOWGROW MIX UPLAND MIX VARIA M SUMwMAX. E - - 4:1 ' 40' MA1tlMUMA"(101 10 WAIL 611TH STAINE36 SiM NSA � OR AS APPROVED y. 14i4YLA1 11!0` MIAIMIIMI MA DON VAMAAi INU IMS=PkAo AM TAIIIAM NOTES:SIM ��,01 N+♦+ '� STw BAio TD LITE WL OF>r UK 1. REFER TO APPENDIX D, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING 464 PB REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. yy A�L�M{ 2. PROVIDE IRRIGATION AS APPROVED BY CWS. a 4Tc4 4aT 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILlAR O��oo o FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. By MANHOLE DIAMEM TO ME QED ' 0 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. 7 '�'I ;• �o • .; P, � 0��� 4M 1 S NASO SECTION A-A - RDEWAL 06/30/M7 CLAMP DETAIL _ s+ECTM A-A) - - - - - -- J{J{J{ PLT.m .L - -- A r-T111.C5, rA,.vmrw', d N.0 FABRIC TIES 91A,L BE HOT UW GA. .. NOMINAF U.A ' MEMOLH (IN) '-_---MAILRIAI Z ----- - - ---- --- '---- -- 2. C014C `.-,MAIL fit MIT, 7'100 P1 0:B DA h. BRACE RAC 1.66D OALV TUBULAR STI WATER QUALiT" GATE FRAME 7.00 GALV 1U9LCAR SIL 3. PROV,Df BRAC!, MAI DLrNECN Lf.D POSTS AND LBIE POSTS Lf IGThS AS Z LINE POSTS 2.375 QAtV TUBIA.AR SIL REO'D MANHOLE � 'a" ^ ENO . 00RhER POST 7 B/0 9 GA TUBULAR A l / 1. PROVDf GA;;. SUPS AI,O CROP Hf CLrvLRS 511 L CONCRER. I.G- Us-, T CHAIN lM1A FABRIC Y GA. W/PVC COATING. Ow**Ma1fOY161 is st"t. � GATT fM11C-- -NOWNA- DIA - 5. VROAS UL A 11'151011 ARMS ON L'1k: kUU AI.0 CORI.LR •'USTS l GA t POSCS DRAVANG NO. 5,5 IKNI� OF•03 0l �, - 11- _ (IN _ _�- MA TERM AL �- - 1 N PROVDE SIGHT 08501RNIC SLATS WI'•1 ML *AS-f WATER PGM SFA•IOf.S -7 OATS POST 12' OR 115' A iUBUI.AR sll __ i CEUTER BR.t;t PA, f101 Nt OUWlD *410, ,LLCI •ILrtil' Of 1 JR .LSI z 00,ALL PO'Sr5- 7 - LINE f`OL IKSTU ALU aAPBEO St.VAGL URACIL PU51 �,` �ENO, GAFF OR CONNER POST % _RILL •0US m TOP RAIL, `• SLCC JCS ��-- ?" 1, - RAIL TAIL 41 m FABRIC. HAND AS ACQUOM �; "7 Cw -STRCTCHEP BAR 9 B j•9 � - _ _-_, �fLel. � r.•�u'u�:�w�r�ADR1C---- - --_ - - MIN. 4V" 1 �� BRACE RAIL-/"- r, BRACF HAR y 17 TENSION l�• iRL55 R00 1RL55 ROOD_ , !IRE • o•�j• ' iWISTED AND y BARBED 1 r MNMIDtit ,4 � SEwADE SECTION A-A DETAIL A -- - TOP SW N G) r---- -_ u- ,5 S�L��L�: (PARTITION LOCATIQN, Ai �I,(;. . ; �` ., .;• Q K ALL MANHOLE SECTIONS SHALL ( )WORMU5 , TO THE R�EQURiEtrSJITS OF ASTM C-470 ANO APPUCASLE PROW"IS OF STD. ORAMMG NM 010 •�' AN --STA TCHER, ,� �II< ONILY CLWW ou Timm==1114L44 I= RIi ,� MANHOLE OIIOP AI LO�D PERAM QV mmm SM am AW swmm4111M�III AB141IIvllt'MA&4M � r '� • " n, 4T4i 1440 m a m 4F r 4MIt ' _ Y• _I r. ROUf60 SEC110N Q ON CHAIN '' `:+a; BOTTOM nINGE " � G • FASiEIIED AT 1147 'SWINO) -12* ROUND SECT•OF. 2' #0JND SECTION- ME • SAEUEVATION -1 r� •� AS FIM STEP f: DEFLECTION '� 1 Q' PL"TE ' DETAIL 8 _ • • O (DCTNL C) 0A A PARTITION -- -- -- E=4 �1ATTACHMENTU Af0 caL�A w IT TO'MAX. DIA. 0 o CLO,OPENING 0 DETAIL C RLEMOVA4LE DEFLECTION RATE (MIN. • '»�TN wT RA71 ae1HDPE: PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE iN THE LL VER 24" OF THE THROAT OF THE RAMP 1"'r'h < BDOW COW Is AN AUERNATE ONLY. ARRANGE DOILIES USING IN-LINE IGHT NE PATTERN ONLY AS SHOWN II 1 DETAIL R . COLOR OF TEXTURE •r`y + Q � Z DETAR_ A--"X 001 WALLED AS APPROVED. TO BE SAFELY YELLOW. FOR CONSiRUCTiON OF SIDEWALK RAMPS ONSIDE OF PUBLIC RIGHT-OF-WAY, C.) O .' o 0 CHECK WITH STATE BUILDING CODES. f- U 0.45" U AR1 ON:CIS STEEL OR HM I� 4 O PARTUT 9 THAT TOP N PARIMON TO 0.2" • 1.7" •-+] f~AI CL T MMA1p�8 'THEN OF THE o o RRAADIUS OF INE WOOMMCU *IOULD 010" f►. • •I .• MATCH THAT OF THE PPE �"' _"r • . DETAIL C 4. I :: Q O 1O SECTION 9-8 00 `` •FM4 E � 1 Z� o -I-) Incorporated INSIDE DROP MANHOLE �y 0900 a 17355 9 Boones Ferry Rd. �L* REVISED 02-03 pa�B>Mrr44i Lake Oswego, Oregon 97035 R,wMP ,��� ;.4 Phone: (503) 635--3618 TRUNCATED DOME y Is FAX: (503) 635-5395 DETAIL Cu Internet. M.Otak.COM 0 13449 MET C41 RAMP TEX TURE O Project No. Drawing No. PATTERN DETAIL � C4, 1 -.- - __- -- - ----- - -- � - � - Sheet No. -wwwww C py g t 2004 •' "+,,,.r,.+ltlmc.�•••.►5Ni1t �..h ,: .... ,, .,,. o ri • , .. -. .. .v, .r a,,.,.„ ... `.n,..:^apahr'r:�a:yd�v 'rw11-�•11Wry)1A4`.. -- .. -.�••!rr..,�'�..w•� - - - - x.�p,.-•t1Mnw..'-.,-« ..._ _ - .._... - � . _� .� .-.. .... �. _.___. - ., .. - .•�fA�wiA•�•.. _ _ __s.• V-';'t9av�91}*''�!'a7es.•n:.c,.•n.....,.. _ P ,I11r�r1T � (i1��11(11rr�r�ij rlr��r(r�rii�� .. FIT 111P-r 1111 ,1111(1 [(IlrJ► r11-141r1111IIr zfrlrti lIt q111 111111[ 1111r�r I�I�I�I t z 1 jj411 $ 8 ii 9 1 1011 1 ] No. anwUP wMwa�m ((F��:` �i I�i . �i I•i t : 1 i :: 8 ti 9 Q S �i t u>,�� ' I, ; 11lIIIlW�I ll 1J1 � I 1,11 WIII lll�l .11E llllllllli • 1 - . / A-.. 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I r S', •1 Is .r I, III I I I ,I I I I III II^ Itl N III I I I III I I I II I il� III I� 1 III I III II NII II I I III ��i AREF LIST 141 OpLtscale. 20 Resolved C MET OU 1 - "ON THE GREEN- 'so 1 ,r/ �1, �EPr - = -- WATER QUALITY FACILITY NDC MET 90 COOMINIUMS 1 r W CMET 231 i/ _ ,,, — L1 � ISI C MET 700 - i�% _ NOTES : MAINTENANCE PLAN C MET u4NDSC E / \ /� ii 'lam �- ,-� / r___� __� .—. - --- C-) C MET 600 1• SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS, ACTIVITY: TRIMMING ACTIVITY: INSPECTION L; DESCRIPTION, TRIMMING; CONFINED, SMALL, OR STEEP AREAS DESCRIPTION: ENTIRE FACILITY ? o �� , • f THE LAND:CAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE, IF MAINTENANCE FREQUENCY: 4 TO 6 TIMES PER YEAR MAINTENANCE FREQUENCY: MONTHLY, NOV. I TO APRIL 30; JULY I AND SEPT. I a _ is- THERE ARE ANY DISCREPANCIES BETWEFN THE PLAN AND THE EXISTING ACTIViTY: SPRAYING HERBICIDES ACTIVITY: WATERING AND FERTILIZIN!; a, EXISTING TREE GROVE CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY. DESCRIPTION: FENCE LINES, PERIMETERS; NOT FOR USE OR CONTACT IN TREATMENT AREA DESCRIPTION: PLANTED AREAS = � MAINTENANCE FREQUENCY: I TO j TIMES PER YEAR AS aEEDED MAINTENANCE FREQUENCY: WATERING TO ESTABLISH PLANTS ( FIRST TWO YEARS OR K11 - -QI►� ��, /" f ' o S 3, TOPSOIL: ALL LAWN AREAS AND SHRUB BED5 SHALL HA`'E A M I N IMUM AFTER COR IING OUT TREAThfNT AREA)• a a " a DEPTH OF 6 OF TOPSOIL. TOPSOIL SHALL BE OVER RUCK-FREE ACTIVITY: BANK/RETAINING WALL MAINTENANCEDESCRIPTION: BANKS, RETAINING WALLS, FENCES ACTIVITY: PLANTING k REPLANTING CCN o o,,,l W SUBGRADE. TOPSOIL TO BE RIPPED AND TILLED 6 INTO SUBGRADE: MAINTENANCE FREQUENCY: AS NEEDED DESCRIPTION: AREAS REQUIRING REPLACEMENT PLANTING o 9' _ , ri• Cr 4. SOIL AMENDMENTS: ADD 2' 'GARDEN CARE' COMPOST (OR APPROVED EQUAL) ACTIVITY: INLET/OUTLET MAINTENANCE MAINTENANCE FREQUENCY: AS NEEDED Z oil `_ I r__-_---- '� TO TOPSOIL (TILL IN 6') FOR ALL PLANT BEDS. DESCRIPi.'ON: INLETS, OUTLETS, GRATES, SUMP'S MAINTENANCE FREQUENCY: CLEAN ACTIVITY: RESHAPING do DECONSTRUCTING i r L ---- ONCE PER YEAR OR AS NECESSARY � 5. BARK MULCH: SPREAD 2" DEEP FINE GRADE FIR/HEMLOCK BARK OVER ALL. DESCRIPTION: AREAS REQU I NG UPGRADING �/ • ` L9 r SHRUB BEDS. Ki EP BARK CLEAR OF SHRUB STEM BASE. ACTIVITY: GARBAGE REMOVAL Of MAINTENANCE FREQUENCY: AS VEEDED • ' '�"� 1 I 6. PROVIDE A 36" D1~METER LAWN CUT-OUT ARGUND TRUNKS OF ALL TREES. DESCRIPTION: TREATMENT AREA + i_ ) r C©UR;fYARD MAINTENANCE FREQUENCY: AS NEEDED r� ° _ PUT BARK MULCH IN TREE CUTOUT. • �--- - ° ' ACTIVITY: SILT/DEBRIS REMOVAL/CORING OUT I Id W DEC- • I �•__ � �� ° , �` � � �� 7^ PLANTING POCKETS: W I X 2.M 'GARDEN GARDEN CARE1 COMPOST (OR APPROVED EQUAL) DESCRIPTION: TREATMENT AREA o r a z - MAINTENANCE FREQUENCY: 5 TO 10 YEARS, AS NEEDED ° IIII "P46 _. INTO BACKFILL OF EACH PLANT AND TREE 5 GALLON CAN OR LARGER. MIX I OF + ( a �� , ��_ M_ 'GARDEN CARE' COMPOST (OR APPROVED EQUAL) IN I TO 3 GALLON CAN SHRUBS. IP A '" `� `` V Corridor Enhancement Plan 800 uore feet i_ ri " ; { f o MIX THOROUGHLY BEFORE BACK r!Il I NG• d' - i SPRINGWOOD GARDEN sebnbfic Name CoA1NWTlop AliN1" Us iN>Ie Quiwmtq I Location _A J APARTMENTS rr , r--- rr r z • '��'�o�N4� III I Irq --) I I I ¢� L A N D S C A P I NG LEGEND:. Acer�yl�um big4elf maPi Z 10 fW O.C. 7 :,� 88 r et < p r r I r _ _ I elowatim 464 PB SYMea QUANTITY SPEC IES NAME SIZE PSWdWxW Douglas fir 2 gallon 10 feet 7 Above 88 hfet oftimm o r cCDf1�11Z�61�i11 !+'1NkV8�0�1 „° :NGLEWOM PARK r _ _ -- 1Api�ef31 I'1bd OWN O�Of1 10*t O.C. 4 (ey� t $ r� Q • I EXISTING RED OAK 60" DIAMETER • ANIS H c_ x GFAVCL ;RA'/EL s C 7 r Bit below + \ IrY� - —f1EVAl 06/30/i'107 na,n t ^� i ''Jv!J. LAWN 07 m A,� .,�e 2 EXISTING SWEET CUM /�fr� N1171 VkW M I gallon 4-5 too O. . 20 Above 88 feet6' CHAIN LINK ry FENCE AROUND O _ Vai1W0�1 E 018 U ' POND TO AI�Rhww ap6lium 1/II Omgw g'' a 19WW 4-5 feet O.C. 20 Above 88 feet 4 CONNECT WITH 22 G I NKO 'FA I RMOUNT' MIN. I^5" CALIPER (o) Ginko biloba 'Fairmount' Atte Tr PERIMETER _ 1 oIQV0bOf1 r FENCING Rom P1e0gfp6 C6swed wild 1 94m 4.5 lot Q.C. fO Elevalm 88 feet + 17 SAWTOOTH OAK MIN. 1.5" CALIPER I I'm & DQbw s�rot vtarro ° ° Quercus ocutissmo �n� A f l Sym ' erlloWluherry 1 g 4.5 foot O.C, X10 � plot, [-AWN l po. ' . cc N11N�8 1b V 1.;'��tr `1 � ,. " X04'" 12 SHADEMASTER HONEY LOCUST MIN. 2 CALIPER 837, of Y, • t Gleditsio trionconthos \ � 03~ o",°rr � - `IR QUALITY FACILITY SII II Q L I � �� � ��� � Y • + I RED SUNSET WATER I �''►` Rubrum Red Sunset PLANT LIST ,� L CE 0 9i111/ON hNH►� M Min. 1.5" caliper - --- — `�� ,�, �s• 6 EXISTING CONIFER TREES BOTANICAL NAME COMMON NAME SIZE do CONDITION ANTITY SPA G COMMENTS i ,►� \� \`` e 64 PHOTYN I A GRASSES AND GROUNDCOVERS �• � i '"f• \ SPRINGWOOD GARDEN" Photynio Fraseri CAREX OBNUPTA SLOUGH SEDGE PLUGS 220 12 O.C. NATIVE APARTMENT'S %% 0 15 EVERGREEN EUONYMUS ; ; ; ; ELEOCHARIS PALUSTRIS SPIKE RUSH PLUGS 150 12' O.C. NATIVE %\ \ Euonymus japonica \ \ UPLAND GRASS MIX PRO--TIME MIX 400' SEED 5,28.5 S.F. 2 LBS/1,000 SF 'ao \ EXISTING TREE GROVE 'J• � •\ RIPARIAN GRASS MIX PRO-TIME MIX 840' SEER 1 310 S.F. L LBS/1,000 SF O 40 0 40 80' r, \!&. `' \ GRASS SEED M I x H088S AND HOPKINS LTD. 4 400 MIX- BLUE WMLDRYE60X , NATIVE RED FESCUE 30X & NATIVE CALIF, BROME (IOX) SCALE IN FEET \. \\ 1712 S.E. ANKENY ST. ( ) ( ) ( 14 P V-w4ag"t"" ATED COR I OR WAES5 kITY , I I-'LK I IVT t I LN PORTLAND, OR 91214 '*840 MIX - BLUE WII_DRYE (47X), NATIVE RED FESCUE (40X), TUFTED HAIRGRASS (10A), P FA DINT G \ I 503-239-7518 WESTERN MANNGRASS (2X) do AMERICAN SLOt)%0ASS (1X) I MEh � � ,P� I I FENCING SHRUBS z � I 0(� GAULTHEdIA SHALLOW SALAL I GAL. CONT. 37 30" D.C. NATIVE W 50 FOOT VEGETATED L MAMMA NERVOSA DULL OREGON GRAPE I GAL. CONT. 47 30" O.C. NATIVE . . C0 0 f� CORRIDOR BGUNDARY CC) S �"�"fS _ p LARGE SHRUB SMALL TREE • 0 W LAWN --- �"'� �II . , - r. I i • CEDAR ACED, GRCINATUM VINE MAPLE 3 GAL. CONT, 19 AS SHOWN NATIVE • V V u • 0 .}.� � v) �11 IJ \ « • I I_ --� I 10 CEDAR CORNUS SERICEA REDTWWG DOGWOOD 3 GAL. CONT, 15 4-5' O.C. NATIVE •ry , Qa 0 G 0 Z �Qnit \ \ • , r, I �`� .A FIR OA SALIX SCOULERIANA SCt 1LERS WILLOW 3 GAL, CONT, 17 6' O.C. NATIVE pry I DECIDUOUS TREES ` \ i L q." _ _ • ACER MACROPH"&LUM BIGLEAF MAPLE 1 1/20 CAL., Bd18 9 AS SHOWN NATIVE Fma RF '� ♦ 4 9� ,.- — EVERGREEN TREES . t6c� ` , ��T3 )6dC L C E TO *6449r N (� 54.34 Record I� �f ' \ \ 20 0 20 40 UDOTSUGA MENZIESII DOUGLAS FIR 6' HT., B&B 4 AS SHOWN NATIVE O C PLANTING NOTES: SCALE IN FEET 6' HT. B&B 6 AS SHOWN NATIVE Incorporated j _� ` THUJA PLICATA WESTERN RED CEDAR V 17355 S11 Boones Ferry Rd. dil I'�I R� 1. ALL LANDSCAPING IRRIGATED WITH IN—GROUND, FULLY AUTOMATIC SYSTEM. F� \ Lake Oswego, Oregon 97035 Pj 2. AL! PLANTS TO BE WATERED AT THE TIME OF PLANTING. PLANTING NOTES: Phone: (503) 635 -3618 NN 3. ALL DISTURBED AREAS ARE TO BE SEED WITH 1. ALL LANDSCAPING IRRIGATED WITH IN—GROUND. FULLY AUTOMATIC SYSTEM. FAX: (503) fi35-5395 ED GRASS MIX PER PLANT LIST. IN GR Internet. WWW.Otak.COM T 4. LANDSCAPE ARCHITECT MAY APPROVE PLANT SUBSTITUTIONS DURING CONSTRUCTION 2. ALL PLANTS TO BE WATERED AT THE TIME OF PLANTING. U� DUE TO AVAILABILITY OF SPECIFIED PLANTS. ALL SUBSTITUTIONS SHALL CONFORM 3. ALL DISTURBED AREAS ARE TO BE SEEDED WITH GRASS MIX PER PLANT LIST. > x`149_ MEl _ )0 i WITH THE SIZE AND GENERAL QUAUTY OF THOSE ORIGINALLY SPECIFIED AND SHALL Project Na Drawing No. o BE APPROVED PRIOR TO DELIVERY. 4. LANDSCAPE ARCHITECT MAY APPROVE PLANT SUBSTITUIIONS DURING CONSTRUCTION O a DUE TO AVAILABILITY OF SPECIFIED PLANT'S. ALL SUBSTITUTIONS SHALL CONFORM U _ C5. 0 IPI' 0 NTH THE SIZE AND GENERAL QUALITY OF THOSE ORIGINALLY SPECIFIED AND SHALL Sheet No. BE APPROVED PRIOR TO DELIVERY, O lhl Copyright 2004 ��- . ,..r_ s.,.,•1pt..NX�tP:'Anv.r,R41wV�OINF ., .yy,,1 I ..: �j, J7 �•{• .. . —. ��t - ... .._ ' 'l•',.�i y/ •Il IIII •��^S'nRs3 ... n ..., r .nr. .._..,... r.T ... ._ ,.... _-.�.. _ ..... .. ... ... y.- _ ._._... .. .�.. - :• 7 �'�i".vl:J..v — ..u.. .I ,_-_ .. .. ___ • �, v . ';q . . - I II' T fi �� HJT .�Ii T1 Irl -TJr r�T ;T 1� .W. 111 1�1 T 1 I I I I I l I r T 1 1 1 1 1 I TT 1 T 1 1 t T j� 11 1 l 1 1 �f ( : 1 �T11 i ' i ! i � 1 I� 1 iCl 3 4 !� I 31. 9� ��� 11 0.12 • (�'' `� �� 'y 4 lllll I l�ll! 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