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Plans (379) I9 • 7 w 6 • 5 • I 1 1 1 p-1 _-----____ I II ,.. ,_ ,,,,- PDF 0 I 4"AC .W1010 323 LF 4'E-23682 4'E-=76 HILL -- ---, 1 I ._ . 7:14‘15.:!17575'.1 a, „,,„ F5174.1; a B$4. ,,,,,R '''' '''':. .:', !"1":1.- WPM .. 4,.. .. ......."... MMINIIIIIIIIIMIMIIIMIMIE LI- lillirkligraMEMIIIIMMIWIMMIIIMMIliallill "1' II ,. ...P.....,,. .,,, • 111151=1"24438 :::- ii,IP1111:: laig , L._ 1""'" li ---.. ___ _____ SCHEDULE OF STORIA DRAIN STRUCTURES ca/AD, RDA Eay. LE(N) I.E.(S) I.E.(W) LE(E) Celli #CEI1 244.90* -- 243.65 17;.A* : '-,., .- IIIAI- EST ____ ..\" BF#C82 244.70i 243.07 242.36 BF 1E93 230.68 231.89 -- --- --- DCI I , , 1 --- , , ...t........_L._... „, ,,,,,, ...„, ..„.„, ,,,„„,, ,„,,,,,...,,„.._ ,„,,,,,...,;,, ..,,.., , ,, _ . ..... . ,...„.,....... ___ ..,........•. ..11 242.00 --- 4.00' _.., 111•MMII • 'III,I4/-r:II: :III/I-I''igl• • ,,•!.L.9,,.-4. ....... . =--- #A01 237.85i ---- --- 237.15 Z03 ''',- 2'WOE l'TALL 3.004 ...,...J.11 .= ___ . enGineepis 1 #A1)2 245.10* 241.60 ---- --- 241.10 4.00' 921 SW WASHINGTON ST.•SUITE 560 PORTLAND,OREGON 97205 I I '744 ••.'" • sr.e.‘i I 1 ill 111 ..17 , -- ITI I __ _ --0, ,:...,„-' lit. : --;:.‘ 4."' '''''-'-'44„: I I I °. , „i! , ,. - '-'!". BOTKAI avz-2441 :•:. ••1 ..• •. 1SF EV-2401 #.4D2 0 ':::':::::I. . BLOOL OUT IN MALL FTI?4"FE3f:OE e E-23647 #AD3 245.10* 24160 ---- --- 241.10 #AD4 244.00i 240.50 --- 240.00 4.00' 4.00' PHONE:(503)242-2448•FAX(503)2424449 WEBSITE:WWW.DCEENGINEERS.CCV CIVIL_/ --r. 1.-ICT-1.F FkAkt_ #A05 243.50* --- 240.00 --- 239.50 4.00' c-,,7:La'4'7 4 '''''`", (- i .. ... , 1 I - 1 „,,, . , ,: ,, ... I _= #A06 238.50* --- 234.50 --- 235.00 4.00' a ,\SIN05 IPZ/iff/ I '•" , '5,,, '55 a •51..4. 4, "Fk.' 464: •.4•13'44'41 : ''.. ., 7 - 4"P3C SLICLIO 59 LE •* BMA '•".'.• I • -` I t° a, a • , a , ,". • 1 :::::.......1 :::'+'•.'a IIPPP -- Sm9010 4'0 II . ° = 4 • <'- :.„.-•4,„„;••1 111 ':t:.:.' •,.. . X , Im. n4,•'...::,,,i 1 I I t Iji •,-, : •41,1,4=:1,4'..,• V -EA _ Emesim . • .. _-- :-•.', ....' : RIAI-244.70 I owe • ••fiff.31:0,4e$4.41. 1 i nit •-•-••.... 4'E IATN)-24107 I REFERENCE NOTES: 72ND AVENUE i. ..1., r,..0,,,,•,..,,i,.A:VilL. '''''' EXISTING DRAINAGE EASEMENT r E OU7S)-24235 ..1 IO PROVIDE NEW 12.AREA DRAIN,SU DETAIL 6/C5.20 APARTMENTS ,,,,...4440-*I.tvolfk''' 1 SILL BE ABANDONED •••• •••:•-•"•:. 111.0 _____- I X i II:4';'47;k30). •t4 4E1'449:S' I " - '''-'140 la -'111*1., 1 MVOLA NOGNIS SUBDINSION, BOOK 16,PAGE 31) - • -_' n. .•.••....... ... .----..--..-...'..-.....'..SIM , cp INSTALL ADS BAYll_lER CATCH BASIN PER DETAIL 5/C5.20 I tIr 1' /,*4:111,4.141-1 II ',.. Aga 0 ........„..,„.„r -c- - -7-, 0 1 .,... ,. V-,V.<*r.z•Pik! ..y&i.',9•'- •• r' ---:----- ----- .../ 6'E 24227 - ' // PROVIDE 6-DROP CONNECTION CLEAN OUT.SEE DEIN!.1/C5.00 a 11740 SW 72ND I i -,.. , , ,. , , ,,., , . , . , Mil -,::„-',.t.-.1k. ,,, (4,1_,,,,,,- ___ ____!ii -- -- ----, ------ -_ _4.E 2J110 - .."04.•'''-' .5'.Z.''... 6'E aro)-24200/1 --- /-- O' PROVIDE 4'DROP CONNECTION CLEAN OUT SEE DETAIL 1/C500 0 PROVIDE SLEANOUT TO GRADE PER CVIS STANDARD DRAVANG 500,SEE DETAL AVENUE 1 1 ' ,,,,, , 0 ,_, '1,1„,: -t-.) -.E.L .1___ _ _ -- -- -- -- - ::,-.-x.:, - *.,'5::::':::i 1 ----0-1L -PROPOSED DRAINAGE EASEMENT 6-pw OIL BE GRANTED BY DOCUMGVT\------ / / 4' I /71 I 2/C5.20. 0 PROVIDE NEW FLOW 111LCIOGH PUNIER PER CVE STANDARD DRAWING 794,SEE TIGARD. OREGON 97232 __ TT5,555 5.0 010 /01 / / DETAL 3/C5.20. EOR.72ND AVENUE PROPERTY.LLC n '``'' ::::+lri- 271-A -- 7--------- C, PRO1ADE RIP-RAP PER CWS STANDARD DRAWING 770,(0.5'D z 3'W x 41,TYP).AT • St .1, IIV . SP. -1 --it 23588 / I AU.INLET LOCATONS. I I I I -' - - ""- / 00.5 0 .,-- •f ..,,,,"..:,_Ti.,:c2, :.,::.j•: s 1 46:EE 235235 848° / 4) / Ci PROVIDE STREET SIDE UDA PLANTER SIMILAR TO CWS STANDARD DRONE 795.1,SEE rif„leW.,.,...,. , 1 --,,,,c...-41,4 •It 4 12 I -_-.111kill r E 2" . ...... ..1 / / I // / DETAL 4/C5.20. I _ _. I -' , . , , ''' , ..- .. _ -.,'''' *4.0 '1,,-,,,A I.1 , 1' e, ...,e-., A...,..-,..,- 1 1 1 ''-",:..i..::.-t 11 ---" •••• •. .---. J . .. . - 6'.PLC 'lb 5.20455 ( / 6P60 // S0124 I ( 345 LF I CII PROVIDE NEW SIEEL CATCH BASIN PER DETAIL 8/C5.20 :-: • 6-IE-23785 I , . -.=--- ----. T-- 1 il i ',,,i 1 '-4:•",", , I o 1 I I 2 .,-Ti ----' 11 SL,_,....,_ye, .....,,,' '''':, y, i 0 , f , ,.,"il,,U 6., i 1 V -T Ill , .e 4.1E OW-23560 ES '''S ' 6 PLC I ,5/124 ..,,,,.. t 5 ,,,--4 g,%.,3':'" t 1 Njj. PROPOSED DRAINAGE EASEMENT .;),..41,.... "E-24060 I 203 LF 6• E vow I„, 9,ex, >''',4 - " I 11511 B E MARTO BY oocuAevr lai-23950 ••• 6'DIP \\c2 __-CO r E-23327 -1, 4-4ElEafiNthr°--2.55212,20° , ...•.....,:]1.44II-;;I: -1Al 1.78T25,7L,F4.E_24060 ..4,„....----s.,2046,5 , 1°.£23aa2 '',.•'I.C.,03.4•I'I: 1 -i n---+--' - ' ' - ._ r PIC I I ITAD6 0 I I ' I I /-I-1-- 115 LF. I • I • I I 1 / II__ - ' I-';i1; i I -''-w- - •• ,* -''-r/ M 1 i : '....,-1,W. 1 '1 glir it _i_,. - •••••7-,4-714.' 7./...77-.:;;;;;;,.....-7-Ii!..0M--- - I 1 ....-.-..---.._ - 6.E-21167 INV // 11 I/r/ r , - 6'E 23063 i D.DP C1-52 6'-PIC ,O, SmQ005 -. 1 C° -r- s/SD GROSS1AC\ \CO 0 7 4'E-23216 .940005 WI.E 23246 , • •,.;,',; II I II-I-L-I, r E 23063 s06031DDDF.1 20 L,F. , CV 2 9 5 LFI 1 I r E.21245 I • .:"-, tio', 1 I . ; SD SO 6'E-21260 NV , I i I 1 lel E 23037 Ass 4 1 1 O - 6'E-231.35 I 1 08-01-18 Pfl AND TVWD REVISIONS 1 A 5 1 .51' I 1 I 0. 1 , I 1 / MARK Onif 11,1,10.41,1.11 • I S'a°150 .4* • A--* --.___, - 6PIC e•plc SD GROSSWG -Th7-SB-1--------ISel---- - ------ 4'1E0V-)--231--.11 - s.00465 6"E-23293 1 4 [,4 ,,,. ...,... I r PIC S.00465 r PlC7IIIIIIIII `-BF DBA3 r OP a.52 r 815)-231.02 21.4 LF r 080418 231.85 I 17042-0032 1A5 At 354 LF I __ III I 1 i 1.1 °\ lt, 'Il 5.11005 RIM-20007 S.2J5 LF 0D6 as LE 6-E*01-2-TTDD 6°LE I r E 231.99 0\ I 6'E MTV-25068 Sm2005 8'E(II)-23094 ___ ____ 1 II N, , .. , . , ,. .. . - - - -,... , ) 1 w. GRAPHIC SCALE ... . ,. ALL DRAIMEALS AND II PLITIN MATERIAL APPEARIND HEREIN NONSMIE a Mit ONDARIM WO URN ELDRED MO.01 Mil AM NMI AND EMI NCI 111 DLELITATED USED OR ME IMMIN WITIMAT TER PRIOR II 0.11 MN,DAME,Of INE AMERCE(r L _ _ _ - ---1 I . =,.. ,_ ..-...., 1 CONTRACTOR NOTE: (Di nes) STORM WATER PLAN I I I _ , „. 1 I ALL DIVING UllUTIES SHOWN ON PLANS ARE TO BE VERSED HORIZONTALLY AND WRVICALLY PRIOR TO ANY CONS7RUC110N.ALL EYEING FEMALES 1 le& 10 it UNDERGROUND SERVICE ALERT I . ' 4 INCWDNG BURED ununEs ARE SHOO AS INDICATED ON RECORD MAPS AND SURREYS ONE-CALL NUMBER FURNISHED BY OTHERS.VE ASSUME NO LIABIUIY FOR THE ACCURACY OF THOSE RECORDS AND OA 811 C1.20 I SEE PUBUC FACLITY SURVEYS.CONTACT TIE UllUTY ONNER/AGENCY IMPROVEMENT PLANS FOR FOR 9,....., ,,,,,,,,,,OF 5A.L,..H.,,s,,,,,H6,..,, WOW 04 R.O.W. q), CELL TWO 3090035 DAYS HR.I Inn6 1,1,0111N11 As.a.olv 9.1.1.1.4 BT li BEFORE YOU DIG AREAS CRITICAL TO CONSTRUCTON. SHEET 5 Of 12 8 • 7 • 6 • 5 • 4 • 3 . 2 • 1 W Q f g W F I I N AST IN PLACE CONCRETE COLLAR 2 Y 0 r 61.25" TO MEET H2O IF 0 F APPLICABLE g v o Z 32" - 26" 1 1 " 0 0 ct a. • 3•' '' • ' :e 58.25" _ Ty = :. I Ill I I 1 rrr •A ai i : ` •. ;iii` C.'.. 1 r W W Gi it. f.C;s'''X's<-4.;‘'s&c ',1 ==1 •.1 . 4. ll 001 „ I. ��osnYso vEx ii— .,'II;'•;' 35" OX 32 18" m W00 l zN • : :v-: _ : `N.; ' too- II1 11 _ z zL • . . BAYFILTER CBF W =W 028" z 2 Q SOLID COVER GRATE INLET- w x C; PLAN VIEW o n W ¢ W J BAYFILTER w CBF-1 ^ 'W w>io w`z-'J ~ (Us'. p W LI , PROJECT 72nd Ave. Apts. BF CB#2 - 4,131 SF o a o T g BF CB#3 - 4,345 SF -1 so Lo OUTLET PIPE LOCATION Tigard, Oregon -- o In BAYFILTER WATER QUALITY FLOW 0.025 cfs ci Z ; i; AIR RELEASE VALVE DRAINAGE AREA -+z 0^ W z 3N gQ CARTRIDGE DESIGN FLOW RATE 11.25 GPM 30x3 24x30\ GRATE INLET V c 14 POLYMER - 9 SOLID COVER GRATE INLET \\ W = - #BAYFILTER CARTRIDGES 1 m as •• N A • ■;�•�;�%L't%1!t%�(Cf•�7%�L f- m Q w W SEAL OUTLET CHAMBER ---IIIV o" �� TREATED SEDIMENT CAPACITY 175 LBS i_.____._. . rl ��� ` �, o =N .._ I N LET . / ♦ / ♦ '/ / ♦ / ♦ / ♦ O n 04^ DRAINAGE • X / X• / / / X / X THE BAYFILTER STORMWATER MANAGEMENT SYSTEM IS o w ►� ►� ►� ►� ♦ / ♦ / ♦ / / ♦ / ♦ ♦ A STORMWATER FILTRATION DEVICE DESIGNED TO 28" 28" 28" Ea, ,.,,- MATERIAL MATERIAL A A / A / A A / , 5^ o ►� / ►� / .►♦� / / �� / ►♦� / REMOVE FINE SEDIMENTS,HEAVY METALS,AND ►♦� ►� / I FLOW •UTLET N w" owCROL '� �rcSPIRAL ►� _ ►�. <X / X OCAPPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. 36" O♦ / ♦ / ♦ / ♦ ♦ C OPTIONAL►♦� "/ ►♦� / / / ►♦� / ►♦� :/ �� "OUTLET ►� A / / A A / A 3" INLET zp A / ,A A / A / ►�, A RUNOFF BY FILTRATION(INTERCEPTION/ATTACHMENT) o DRAINAGE • / • • / • I o ♦ MAI STUBS ce ce oW ��� �� ��� �� ♦� �� AND ADSORPTION. 17" II RAIN 1-- ¢d w z MATERIAL ; ►: ': : ': PLATE INLETI DOWN \OUTLET DOWN CD_ m W FILTER . ..- —25"—.1 30" '� LEG g w- ,n, �;���'. 56.25" y w W 1111 , OUTLET ' m I ; COLLECTION m i =o MANIFOLD SECTION A-A _ SECTION B-B 3 'c O a- . N W d' SHEET --- OF --- TUALATIN VAR Cs AE 7175 7135 7 GUARANTEE ANDLLEY MWATEAKES NODISTRICT REPRESENTATION 11626 6 DI � OF THE ACCURACY OF THE MEASUREMENTS OR LOCATIONS ON MAPS OR INFORMATION 6 CI SW BAYLOR ST PROVIDED. DESIGN ENGINEER OR CONTRACTOR MUST VERIFY IN FIELD. THIS MAP 6 CI DOES NOT CONTAIN METERS AND SERVICES THAT MAY EXIST IN FIELD. ASSETS THAT EXIST OUTSIDE OF REQUESTED AREA MAY HAVE BEEN REMOVED FROM MAP. 11680 7160 7130 7070 7040 7010 I — - - - - - - - - - - - - - - - - --- - - - - - - - - - 7100 _ _ - -t- - - - - - ::i _ - - 12 DI — co G 11720 N � r w N 7297 11750 11745 7501 11780 N Legend 7075 7045 ¢ Hydrant 7015 O Isolation Valve 11810 Service Line \ w Water Main — — — Abandoned Water Main SW CLINTON ST 0 50 100 4-CI 4 CI .p Feet 11860 7140 7110 7080 7050 7020 � o Thal>1t3n valley Water D,strYct 4/24/2018 11720 SW 72nd