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Plans STORM DRAIN SYSTEM STRUCTURE DATA CLEANOUT INLET DATA MANHOLE TABLE DESIGN rt, ., _ , . TABLE axE o1 aDMx 09 13zalEmwolm I e am �e n;n y \ 1 I STORMFILTER FLOW CONTROL Sine M100 `90 Burt-30 I PAVEDP RIM:19E5T RIM:19833 Atlanb GA 30316 ,�� RIM:193.A 6'IL OUT(W):196.6T 121E IN(El.192.00 4042494555GA .y. • d01-35663941er B 5 __ • 6'IE IN(ET 195.17 SDCB 03 6YIE IN(SE1E IN )1B350 • T 'I:: I � F 10'IE0 r(Wk(95.09 24'X 24' 121E OUT 10180 M • D \ I --�-- • 26.1LF 6'41© Q O RIM:19B.i1 SUAM 10)80 305 N.Coast Hey ❑ HY ��., I I I i P� 6'IE OUT(N)'.1B0.]1 j�( j J DCDR iIIT O PAVED same WATER LagunaLa9.151E Beach -. a SEE SHEET C300-COMPOSITE UTILITY PLAN N ' 8 ' RIM'200.56 socem wnTeR QUALITY 949-T154zis I :\ �4A fN rx w 1 w-w w 6.6 l© e•IE 011T(W 195.50 RU:196.50 12'IE IN(E):194.30 .x..Yamneti9n wm 4R9 N'%2d• RIM 2005fi I. O 1 1 Q 12.6LF 3'DI y 5200 OT EDTD OIT IN):190 W S MP OUT 192.00 19200 TRENCH OPAIN � .� a �- 1 O a � 23OLF 3'OF I Q 4 ki I 6'IEIN9E 18582 8DMN 9] \ ' •. 1 6'IE OOT(W)'.(95.35 0"EOUTT( :19527 RIM2C0�ATIDN ,.. •.•.•. 1 • •I, w w O I �) E0•IE IN(E'.194.60 '.. .+�� , DOLE d' w N w RP w I 8a0004 STEINUT LW/.19 UNPAVED 12'E OMIT lWl,1W.40 \ .z A 1O3 r ©I Q I , ' ' RIM:201.E5 SUMP:19B.80 BLF 3'PE 410. �m.• 1'O% 9'IE OVT(3):181.T0 7 i d 1 • 1. l'-e-= 385933 2 PAVED I\ ♦� a 4 M11 I 4.2LF 3"PEG O ` aIM:20Lfi4 6'IE IN(W):196.0T .r. � � 0'IE OUT(S):1B6e) ,♦ •„ s 2 2 ERE 3'PE :`. z eDeDm .,� a ' 0 I • • 1��3D-� D RIM301.W ril ��- 6'IE DUT IE):IBT.25 RSV Date Comments © � 198.4'��; f -__ ___.. ______-. __ L... j 6DLn aT 0 005H8/2022 &d Set m mil ai _.\ Al a /:\fi6.1LF d' SEE ARCHITECTURAL PLANS RPAVED Of el 2 U�4/2022 Site WorkSubmittal :\ 1.0% FOR INTERIOR BUILDING N 6'IE OUT S):la?TO 'y .401 w urourAND DIMENSIONS PITTING:""DIAGRAM8' W© \ HORQ.SCALE:1'=5' $ _4- a •\ WA 2 �i _ -CO DM „ \ -© 5 I' SANITARY SEWER SYSTEM STRUCTURE DATA 11,1 s. �' ,•I `I CLEANOUT CLEANOUT INLET DATA E ,3LF4• TABLE TABLE ESAD01 ,�•• • D% 59CO 01 S800 OS 24 XD4Xp IIt RIM:199.83 ,♦� '• a C • I PAVED PAVED 4'IE OUT(w3:197.33 OPAOF 1191- 1 3 fi'IE IN(W)'1B185 RI ME IN 9(L 195.62 er EN61NFf ¢J •� w DCO Di T"r 4 G RIM:201.15 RIM:201.11 1911231 ♦PPE f,�, \ � 0- O ®gym®O O - 3w fi'IE OUT IE):191.B5 4"IE OUT(31:196.92 T0651PE ' OCO Cb 130LF 3'PE SOCA� � 1.6 LF B' III w a I N 'I' B /. SDCOO 4.0% Q w ESCO02 SECO OS RIM:200.N \ SSA00 © w�0/ti--- �` 4). rlEOur lVr):1982E 2 . a , w 5 3L910% B•+ -F�• , u�hLF li• 133.4LF'EPEB•0©� 0- 1111. r p ~O N ,i pAVEO UNPAVED 0 O a y 1 © O ❑ O ® © © ' Za RIM:200.E RIM'1M.65 OREGDN \ II•O ' -a SSC01 SLEW'DI 3 a © En ri N • 5 <nww . .., 21E IN IT 2412. MEIN INN":192.20 ✓f. N(N,105 p? 41 '__-. < m 7.0:,, - • IMsw 6'IE OUr O:).182.22 6'EOUT(9L 192.20 JSf 1.E4EPS\ 205LF 4' ` IXiuw ufs L4E-u• uv .IEEE ws </\j� N u: D3 '42p i ::t 8C006 Sscs - 11.44% ` r�2 45"BEND I3•1 •• V <2z AVEDPAVED I EMPIRES:12)31231 183.ILF 3'PE - - .- _ ��I� . � ' 4LF6'DIW 2LF B' 185\ 12 fiLF d'�, ) ��- � F d' RIMMO= I,.3 19284, w w- ��f�, �C- -o_�19 lF 6' jN I3334' { pe• • ilk= U% / SOLBD© G RIM:20144F 4'IE OUT(9)'.193.5)• 10% CouW.+aWATEnaraixc \ A 135.0' I 23LF 4' 9LF 8' i6.5LF 8' T/LF 8' 1.0% �O•DTD 01 0 4'IE OUT 194.m \ -.' 0.- O O �♦ Nr• O10% O1.D% ®0 O O 39.8LF 3'PE R 6000DO aeon \ la - D1 ' r,�- �' • w sco lM Lox 1 Dx 0' 81 co asw 9s 1 48.0 LF B• PAVED mwveus..a.su+r�m.efRvfaTan oas3om OL 31.9LF 6"DI i0L00%O•\ L- ,9 ,< .�©xC0061� • �S�SEAM LF 12'�I�_O O COO© v s0 45.3;FroGO Oi.1 LF 6' ©SSLO © 099fO �1 ♦_� 4.]% so R RIM:199ST �� .� ♦� B20 LF 10"O _a O,i.O LF B' ID © - ems. 111 II 1 RIME IN IN1:1B505 O ; Ig I - .. ♦ ♦ O� (2)46'BEND 80LF 8'DI 2)46'BEND I - Sp ��� I 4.IE OUT(E).ta50fi Client: ® \ 155 Y,f= � ���♦ � DMH 03 OS% 6% SDCO, 218 LF6 r `fl �!L.a'c%�_ t.���.��U��i�L♦,�. s �� 2 '- .of J e-Ps%Q r�Yi T 0 a a q 0 , I ��1."< II Holman Automotive • • is l © I I 21.0 LF MO 45 BEN 13'I 243 LF 12' - 1320' 110.0 LF 12' • ]ICES"DI .S LF fi' ,I zd D' 1 D% a5x = ).DL'F 3'PE • I:,m awl m STORM AND SANITARY GENERAL NOTES 33x0 �0 J . [ O4Tx ©! d// I� P• Group SDMH 0 •- - • -- - ww�9 -- - "III 1. EXISTING UNDERGROUND STORM DRAIN AND SANITARY SEWER PIPING IS O � A \ '\\\\H\\l\tl\\\V`.\�\\\H.. NIN\\\\\h\\\\ \5A N. N. \h\\\\\Qu\\\\ _____ __ • ( .>... O BASED UPON UTILITY LOCATES OR AS-BUILT INFORMATION.CONTRACTOR ?- SOCK 01 A. OCB 02 © \`(�I SHALL FIELD VERIFY LOCATION OF EXISTING PIPING SYSTEMS SHOWN 911 NE 2nd Avenue,Fart 10.9 LF B'O O �. 2 © ©6.3LF 6'DI © © 45°BEND 13"I� Ella El • \ WHEN CONNECTING TD,CROSSING,OR OTHERWISE WORKING MOUND, Lauderdale,FL 33394 93% • 13.3 LF 8'O - L ©i9.6LF 6'01 40,RLF 6'014© SDCB0© 'B INCLUDING WHETHER LINES ME IN SERVICE,ARE CONNECTED 98% _ - \ DIFFERENTLY THAN DISPLAYED OR IF PIPING HASN BEEN _ 39.9LF 3"PE© \ ABANDONED/REMOVED.NOTIFY ENGINEER OF ANVAND ALL DEVIATIONS / ,,,D� FROM LAYOUT SHOWN. Project: 2. ALL PROPOSED STORM DRAIN AND SANITARY SEWER UTILITIES SHOWN SHALL CONFORM,IN ALL RESPECTS.TO THE CURRENT ADOPTED VERSION BMW of I OF THE OREGON PLUMBING SPECIALTY CODE. .:.. I 3. ALL PROPOSED STORM DRAIN AND SANITARY SEWER UTILITIES ASSUME Tigard GRANULAR BEDDING AND BACKFILL,UNLESS SPECIFICALLY NOTED STORM DRAIN KEY NOTES SANITARY SEWER KEY NOTES WATER SYSTEM KEY NOTES 15 ( ) ISM OTHERWISE. INSTALL AWWA L151 LL52 DUCTILE IRON BEND TO ANGLE AND SIZE INSTALL 03034(SOR 35)PVC STORM DRAIN PIPE.NOMINAL DIAMETER, INSTALL ASTM D3034(SOR35)SANITARY SEWER PIPE.NOMINAL HOT TAP EXISTING WATER MAIN AT LOCATION SHOWN.INSTALL STAINLESS SHOWN. 4. ALL CONNECTIONS TO EXISTING STORM DRAIN AND SANITMVSEWER O LENGTH,AND SLOPE AS SHOWN.BACKFILL PER CLEAN WATER SERVICES ODIAMETER.LENGTH,AND SLOPE AS SHOWN.BACKFILL PER CLEAN WATER OSTEEL TAPPING SADDLE IB'461 AND NEW RESILIENT SEATED TAPPING UTILITIES SHALL UTILIZE APPROPRIATE CONCENTRIC TRANSITION FITTINGS. VALVE.PROVIDE CONCRETE THRUST BLOCK PER TVWD STD.DWG.302 AND 11 SEE IRRIGATION PUNS FOR CONTINUATION, NOTIFY ENGINEER OF EXISTING PIPE SIZES,IF DIFFERENT FROM THE Tigard,OR STD.LL S.D5I11EN SHEETIO MA33. INSTALL NS SERVICES CLEANOUTSTAN. AT I SIZE SHEETW LW2. 9 THIS SHEET.HSE SENCLEAN WATER SE.VIE .DIAMETER MID ELEVATIONON C9DA31. STD.DWG. 00HETC4HOWE MDATIONR CLEAN ON WATER SHEET.S 402 ON SHEET 0951.CONTRACTOR TO COORDINATE WITH TVWO PRIOR TO NOMINAL INSIDE DIAMETERS SHOWN. Oz � CONNECTION AT EXISTING PUBLIC WATER MAIN- WATER GENERAL NOTES THISECONTECH SEE CLEANON SHEET060 M C961. G.0100N SHEET C931. STD.DWG"CATCH BASIN. SEEEE.SEEATION DATA A ATHIS ON L12 INSTALL PRIVATE FIRE HYDRANT PER DETAIL SHEET O953. O SEEAO 60'BADETAILS WATERD LIT0 AND HOLE O WATER SERVICES V TD.O 0ONSIEEDATATFO SHEET.SEE CLEAN O INSTALL AND L CAT(ORS7)OWNWRIERSERVICE PL PAT DIAMETER O INSS IS SHEET. SEE CLEAPATER SERVIC SSTD,D G.00 ON SHEE C93 ASSE SLY. STD.DWG.3BOON SHEET C9/2.FOR TYPE AND LENGTH,1SHEET CCATION SHOWN_PROVIDE BACKFILL PER TVWD STD.DWG. 13 INSTALLHEET953 DEPARTMENT CONNECTION AND VAULT PER DETAILI ON 1. PUBLICE SEPARATE SYSTEMPERMIT.SEE BEE PUBLIC 3 201 ON SHEEP C963. UNDER PERMIT.SEE PUBLIC SEECONTECH SEE CLEANON SHEET C960AS C961.DING. SHEET C931, SANITARY SHEET C953. FACILITIES IMPROVEMENT(PR]PLANS FOR MORE SINEE 8ECL FLOWCON ROSMAN OLE AND ELEVATION O CNECTON TO RUIDI GFTUTIIT)ES ION.SEE PLUMBING PLANS FOR O DIAMETER, T LENGTH, AND LOCATON SHOWN.MAINTAIN C"MIII.2)PIPE AT A/ 4 3 LENGTH,AND LOCATION SHOWN.MAINTAIN 36'MIN.COVER. DOMESTIC WATER SUPPLY POINT OF CONNECTION.SEE MECHANICAL AND INFORMATION. O SEECLL ANWATER SERVICESCE STD.DWG.270E OSHEE DATA THIS SHEET. CONNECTIONTO BUILDING SANITARYSE BACKFILL CLASS'B'PER TVWD STD.DWG.201 ON SHEET C951. a PLUMBING PLANS FOR CONTINUATION. W Project Number. 21684 CLEAN STD.DWG.2T0 ON SHEET C932.SEE CONTECH CONNECT TO EXISTINGSHEET. ON SEWER CLEANOUT.VERIFY' SEE ELEVATION 2. PRIVATE FIRE WATER UNE SIZING IS ASSUMED. Drawn By: JKG,ZMS,SEC DETAILS ON SHEET C960 AND C961. O DATA TABLE ON THIS SHEET,CONTRACTOR TO VERIFY EXISTING PIPE O INSTALL 3'REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY WITHIN 15 PRIVATE BUILDING FIRE SUPPLY POINT OF CONNECTION.SEE MECHANICAL FINAL DESIGN MID SIZING BY OTHERS. F O INSTALL 24'CATCH BASIN-SEE ELEVATION DATA THIS SHEET.SEE CLEAN LOCATION AND DEPTH. INSULATED ENCLOSURE.SEE TVWD STD.DWG.802 ON SHEET C953. AND PLUMBING PLANS FOR CONTINUATION. Checked By: JTE s roved a HOLMAN FOLLOW THE MP Y: INSTER ALL CATCH CES SIN DWG.3600NSHEET THE TS STE.SE ASSEMBLY.VATIDWINSG.LL EMI E C952. DETECTOR ASSESUMP LM DDA)ISCHAR 7VWD INSTALL PUBLICFIRELI HYDRANT ASSEMBLY.COMPLETED OR MORE 3. ALL RMAINS A $ O PROPOSED GREASE INTERCEPTOR,DESIGN BY OTHERS. O ATL BASIN EH BAYFILTERN TREATMENT SEE SYSTEM.SEE LS ON 5 DWG.EMI ON SHEET N P E.DRAIN WITH SUMP PUMP,DISCHARGE 16 INFORMATION. SEE PUBLIC FACILITIES IMPROVEMENT PLANS FOR MORE CURRENTLY WATER ADOPTED STANDARD OF TUALATIN AUTOMOTIVE VALLEY DISTRICT(TV5wA1 HALE.- - -FT DATA THIS SHEET.SEE DETAIL ON SHEET C961.SEE CONTECH DETAILS ON APPROVED LOCATION PER PLUMBING INSPECTOR.PROVIDE POWER TO INFORMATION. GROUP SHEET ALL960 K100 K 1. CONNECTION SHALL BELPWIDFD TLOC TIONSN.FINE DEPARTMENT O MAIN Sheet Title'. N- EQUIVALENT. SELEVTIORDATARAIL THIS SYSTEM OR APPROVED FRANCM ISE UT KEY NOTESUES CONINCORPORATED TDINTO HEDCDED DA VALTAS SHOWN HOWN IN TVDT 1T NOT USED. 4. CONTRACTOR RMAINTOCATION,MATERIAL. D 20' 40' EAT LL2' SEE DRAIN.SEE DATA TIO SHEET.SEEISDETAIL ON SHEET C933. ROUTE LINE AT POWERSHOWN. N.ALIGI ME TAN DESIGN S BY OTHERS. ONHE C952. ODE SHOW NW SUPPLY DING.001 VANDERIFY AT PRIOR TO RR WATER REQUIRED COMPOSITE UTILITY ❑ SHEET BY AI3PROVIDESECTIONTAMPER SWITCH ANDSSCPOWERSECTION 9 3 O INSTALL ATE VALVE C151(CL52)DUCTILE IRON TEE WITH(1)6'IRON ELEVATIONPRTS.NOTIFY ORDERING WATER POWER AT EXTENTS SHOWN.ALIGNMENT AND BY OTHERS. to SYSTEM PARTS.NOTIFY ENGINEER OF ANY AND PLAN S O INSTALL AREA DRAIN.SEE ELEVATION DATA THIS SHEET.SEE CLEAN BY NFPA13 8.16.1.1.2.E AND ObSC SECTION 503.4. BODIED GATE IMJ). DESIGNTOE PERMIT.SE PUBLIC A WORK TO BROVEMEE ETEDUNDER WATER SERVICES STD.DWG.3B0 ON SHEET C93t ALL DEVIATIONS FROM LAYOUT SHOWN. SEPARATEORESEE PUBLIC FACILITIES IMPROVEMENT(PM)PLANS FOR INSTALL 3'DOME6TIL WATER METER AT LOCATION SHOWN PER TVWD STD. OINSTALL LLEANOIIT.SEE ELEVATKW DATA THIS SHEET.SEE CLEAN WATER MORE INFORMATION. 6 DWG.BOB ON SHEET C852. IB INSTALL AWWA Cool(OR])HOPE BEND IMJI TO ANGLE AND SIZE SHOWN. 5. CONTRACTOR TO COORDINATE WITH CITY SERVICES 5TD.OWG.500 OH SHEET C932. Sheet Number: INSPECTOR PRIOR TO CONNECTING TO WATER 2 INSTALL LIGHTINGPOLE. OTHERS. SYSTEM. CONTINUATION,BY OTHERS ROOFDRAINPOINT OF CONNECTION.SEE PLUMBING PLANS FOR ❑ DESIGN BY OINSTALL 3'DOUBLE CHECK VALVE ASSEMBLY. OIN6TALL 3'IRON BODIED GATE VALVE[MJI.SEETVWA STD.DWG.4p20N (3];‘,• . 2D SHEET C961. p INSTALL ELECTRIC VEHICLE(EV)CHARGING STATIONS.DESIGN BY OTHERS. /sue n INSTALL CONTECH UNDERGROUND DETENTION SYSTEM.SEE CONTECH 0 INSTALL EVALVE'DUCTILE IRON(AWWAC1.432O WITH(I)3'IRON BODIED 6. CONTRACTOR TO VERIFY METER AND BACKFLOW Know whaySbelow. 30 DETAILS ON SHEET C960- ❑4 INSTALL POWER VAULT.DESIGN BY OTHERS. A GATE VALVE IMJI.SEE RAND STD.DWG.402 ON SHEET C951. DEVICES WITH TUALATIN VALLEY WATER DISTRICT Call before you dig. 12 SITE POINT OF DISCHARGE.MATCH EXISTING OUTFALL AND PROTECT EXISTING RIPRAP TO REMAIN. ❑INSTALL UNDERGROUND POWER LINE.DESIGN BY OTHERS. 5 INSTALL 3'93"AW WA C901 MDR])HOPE TEE IMJI. 7. ALL GATE VALVES TO BE RESILIENT SEATED. 1-1 POWER ROINT OF CONNECTION.SEE ELECTRICAL PLANS FOR 0 rnV nc nneen ocowT ecnumm cne 51 I ysm ` ACCESS Po ER¢[DM -"T Q6NFI DURATION DFTAI) INSTALLATION LILTkfL NOTES: 1320 Ellsworth IXNX Ie4e PETAL A I M s y"LL pc emso Aar't!• Ix am IarccN ENNUI 114 Weur¢1,. . SDB A,00 0 o PLY.•wn SwkA, (p�-, Atlmn GA303,B PPE SCARIER s rvLAAe u�u b s nLL1 sc �BBM art 5'Y9911 R l %,33 YDFN44566Itl ;.y ( / e spAcE Rmecue wR AnAm is cum 0..4i MUK,R -�13 404.355b39C1BY (lyiply' /��( DPwe nw s n TILL.eel ti�rf,w� wm eE Im<rv¢ nt R uo mlu iW �\I �, ■ c^o Y "a[ ,J�CLO 6. srw uiE sn eE u.0 S ww 'D Ilm.w.x M s 6 26Y.w 6R.a 02 `\F N'COi6I ❑ BW R IINC!PAPS FOR Gl<ry \ YFXCVIHLE EsrwYOM1 c(n[ M01 0 M1�tr)lA 9R 45 IT. CtlG Y,R1F 54 �.L#��]p M0 lO Hon U �/ Sui1N L ill Aw1INS AXD wARF WµrM1 / O AG_CE55 Pam' 1xMROW FUC W') M c Ann-vPmM vENT PI AN Iw s Aaa o`uo YIo BWr sN.0 F xrcANLe rat cN 914115Laguna�5�93fi51 _I CRI SNeu B(AS \ Olin /4D 180LE ND1L l ` ID WfIWO WnM LY nUNS.m QyWlj u.NJ-<RIXC BV , Ylx.3-IU YA} 1Y1 Ex l 9W Cn>C�YnaAY MPMG WW L LI(uID! I6'MYt WMIOR.STY Y 5ES ^iufNr 4-°°'>:s n:C. \\ 1 :Ce ours .t. wurtraG a x.Rnw v[Lrs.Arus qr NE r+'a'yamEeagx mm v RMR RD /�xAtEAnMT sEx \ 11 G_T AI L B NN YANKS lo As R et,re loss mas cameo re Asa< in wo ALE¢mo re 4Ls '_.IE c D6s \ _ I sre t„R•N.0034 m Itl60)131 0211.18601 NF31R5 \ fOnN GASA[r 4l� msAM ar noon Drm L (500 '.-LM \ I i J� `�I PSATMJluw �( l I � 4 / EA,Tau FREE.(BC01]n.-DMN \ rvw r0 LE•ICrN) /•fEll ' ). wA.ne ruR l/( ��'['' 1 is A- R� TT • PP[rrR v2e. mM6Mx 6 iiiaa D<[ut[ld l 4KwlM: IF ne<woll m .„, GO DR PPE APPROVED EOU4 � aw PIDGW"KD N PLAN AS - YWXTNG rums `WREi PAP[ RAMGE SR▪�MR \ YY�� xW tear r mMl 9G[ Y vV.M• X5 LEE DEIHL 4260 EI �. yra,♦/n IXr�F MOWN S UPi N'Loos RF'u Iy 4nII 0EILL Emx .•' r� now FROrT VIE}<J, SIDE VIEW PI olrA4001/ MAMhACTOWC ai ADENINES 003.0E OR EQUAL / /+14,44 �L �IY SNOUT OIL-WA DER-DEBP,IS SEPARATOR i ANr.ROR w/ 0008(r0 lAS._annc[ r" H�;.rt[r I EDIT W b5 B▪a[ILnfx q FI Seam MLR 020 LEP,EtEs48.54 / • (SEE 0114/L AJ I• ttm�� men Y't U> Au Naos AND MAPS IN cerc0 BASINS.Ye WAreq Wu rr sm0cnrrcs uwr ) 4"""%t R4'6 or my r `� Y PEU BF RELY 4nx4CfMEHi Pq.'ANlC15.M.OR WATERTIGHTSEE M▪+� m?�M 1 Yr M DE RI hDAiARF PRC l' D f➢U PP*Z C ptv rifN- •`OLWYS R'M SEAL SEE DEBRIS CH SVII 01/0 GNAW 60 WN/NI'um • RNA 2. COMPOSITE Mkt de CMS IICIAD 0 A GLA95 REYf42CE0 RESIN BRA WIN:R}n • ' _ 1 EXIT PIPE l LeM VA COM AMMO'I1xA writ A YNMIX 0125' oA• 'E M'0 R� DgrICF[�� / �i b•NM W ArE[1MKKx[Sa Id' .......:„..1).:::,,,., NAi H uE¢•Swe p' T.I J/ 3. ILO RODS MALL BE LIPPED NM A WARMS D' 0 0/044NE ACCC55 -T rc mi.1Pn mesas ../ 'n•G' r J PORT MWN11H4 rt n,E.MO An Mt sYNOR xexr a dtAW.MI 1 Rev Date Comments AMIRE s,EP , IaT.oFF�.:RLVA�« I i, >a DETY1 W as SIZE nM DEN A) •� GAMEY ,J yr \ Y61 w 0 ON18/2022 B/d Set • a 1/51[[ POSITION01 CrME xJJo MALL RC xl[Ru rv[D BY SORES PIPE COMPRESSED 1 yLpr[C Y 1'"'W SIN AS PE LIAM CrvRERS ECyuEWIATIM BETWEEN HOOD .SX1Y1'1%RR ow< a `� L-It eAR¢e1L 1 O.y27/7022 PFl Submittal NLII:, s. rM 9o1TDu o<ME coo Nw1 EXTEND DDNNBMD A:asala or le ANC STRUCTURE � �, ` (�wro 2 O8/142022 Site Work Submittal 111 SNAP m°R POu [.WI (SEE CETA.L B) �,{ L /_ !. 1 l N FN76 N APPLICABLE SHALL pOWMM TO TINE RENAMILLhi5"S FLOJl CONTROL STRUCTJRE\ ... / �J/ $i4 C 18 D VPvL BLL ONSM$Or 510. HYgLf DRAPINGNo fi M II Bll¢1 r[ L AIMS 4bE qJ RE MMW UY OF J 41U TABLE �+ Vr - sxAP O A "w2Y DE i ACCORDING i0 51PUCMPE MASIMPAIIW C" In M Sammie 1 .._..- ` �\ \ eNnxdl 2 L£. .O%LET PIPE 0T TO AMEN" 6•NA IA¢ I M"ism CO' 4!r 7 sir m[ "IR LIGM MINE ME MOD Is LmLxIEn SMALL M E L.(III) 192.00 `JJN \ _ s PINATA SP(04 DErAR eP maul r �fANC.1e DM. rN [D HAWNAM'EPEE DE LlxrsE E_ L BEST MMAcsXc r PRmUCT3 Me Pi.(Out) 1e1.90 O - AURP 31100 AAMLPdE PER DEPIN OF waL.VAIN s]WI ARCHER Re .• ThE,2E AND?DATJN Of 1X[MOO MALL 9E D[RP41NE0 By Mt WYP 0 ME MOO MALL$$E'¢PEIv.1 ED 0 STP C1uN[ L ME.Cr 49311 Outlet Pb!Daimler Or 1 12' WrLEi PIPE SIZE A9 PER XANUf ACNPEP$PECDYNENDPiIDNi RM.x$d9 6Y 60I I a- vTA XLE$5 STEEL 80.Ti MD W-RE'biw LAMES' 0/000LS FREE.(Ab) La-h]R(dsd)]]1-1]LS Nu1r041 IS(a lke --.-. 1 ,y `-[5 60 p AMAIN IS S41/0 DE NSi4LFD M.J TIN CENCRLT)Ce THE W[B g1£ WxWe CGCM s eraraxos FARRAR ECR MS MR SMALL GweDJfe INTO TM 6 W orlRce A Elevation ---7H9BfF \ CONCRETE CHOKING MTC.1PWT IS NOY AUiNMISEG. 4'4N..t15a Cr 19^.a Cr SIPVLIWE'S BALL.11p1 MAIW NOW/ Mx M MF N YL E nil A<x[D rsRE Dmmeln OI trifm A . R[511ACMt NAIL x Nxa L M On) oRe[[A � �M d ME k,REA:£OF ME STROCTUPE MERE ME MOOR IS MOu:TO MALL M SHOAL DE1AL FOR u0.tILE 0 SrA:LAMIX m.rPo,'Cnr rylA:[M IUYw I1f0 w'ry Ynn':YnCNREF Rel DR RdIUC aLlice B Elevator IWr¢1Atl[ub F BE A1N°MED SNOOD,ANL For Or 009E MAT[RIAL E 5 Fx1E1LN BLSi 9µ°h1[D X3NCL AMd. ) 1 91n cox Omelet.o1 a nu a px,} r 1 NAME PER YASSI NMR's s1R1YIM. srMUTtR MsrA cmJNs NM,.C Elevator B PVC Ann yPXdl SENT PIPE u16 rou•1En e L or a6CW c Dx i s -MALLOPAO 20 CVO a o,a xrtD c %L Mgsr vT«vAsn EEE roe.GAg'ft YAM rsn NACNBIG .cpE FfSJ, Drncxm rD NETT :D MANIC Lc.axs a VS"SNARLS sae.Bars o + u./a 198.803 GINf x9 CI MNMUN PROPPED E um acELDR +nOewNON 1Ba.33 150MFTRIC CU IAWAT 'rb EW fF �j MA 10B51PE WATER QUALITY WATER QUALITY c FLOW CONTROL STRI_)CTURE CREa0;. a MANHOLE (SNOUT) A (�eanW z Services MANHOLE (SNOUT) B C�eanWater Services DETAIL " '� �ssF0Efl °� Ok AW1NG NO 2.`.'0 PE015Ep IO-31-19 DRAWNG NG. 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CUNTECH' SFMHI2 Sheet Number'. $tormFi� r OOPS STORMFILTER ','..tor.. lter IEEE®S°N^9ra uc STORMFILTER • _.®....am.x,.7e.,..-e- m5�«..'.""m`.'I:..a,...„N.„1 STANDARD DETAIL StormFilter' /�/�/� +w.�`.ems."-1. ."' .ME.,Ia 'Ix..1m ,IT«S..1.. `=.7aTa ^'� m..u..., .....a..nw.,.am STANDARD DETAIL ■V u9/i6I' • e�4P4TN� / „ _. ' !I," - LEGEND 0 , BASIN BOUNDARY `C • - - - - ` _, _, DRAINAGE DITCH - e. sew g� =s,��� � © SD STORM DRAIN SYSTEM ' \ . , , ___ -- � MODIFIED IMPERVIOUS _;/ �,� _® t:4fr "p, N'�\'u�'\.'�-�.uj� EXISTING IMPERVIOUS TO REMAIN I \\/ 0 , ., , , co e,. ,,, :, , ;" ' 4 041-rm El%41114141‘--"*""•11411A4 *-:- ----= .•s•<, N \ ‘‘i8 1144‹..: I 44,44_„741__07-.,, \,_. ‘. / c. i h : i'.9.- , I � P . ` _ e tsh•.. ► .'�-1400. �'II.. �'All _ � r� � �� EXISTING BASIN AREAS ` So I' as''�m' , �, IMPERVIOUS AREA = 140,433 SF = 3.22 AC \ �p � ��®�'�`���"�G � .� �� ��'� MODIFIED = 1 111 F I t0�' �.., �� EX. TO REMAIN = 4,322 SF t : , ,:+ ,l =Kai. :411 �� PERVIOUS AREA = 36,565 SF � �' = _' ` ,►ti:` ► - .;��� �►� ,ik . ?1�`I ----,ftWt TOTAL AREA 176,998 SF 4.06 AC I \ \ '' .1 fi711111111111114r. \ ',Ittit.'10,.. 144114;" 441,tip \la 7: &IA% I \ \i%,,\1 tii7av *It 4 4 o4.4 104 1 4 i trsAV r V t:t4:44.4!\°)\:\\ 0111040 t-1111404\ % \ I \ \ t* , \ t ,,,, ..„_P •.,,,..,-Nit),13.----- ';‘; - -. fib--_ -.. x \IL AW. ."4' *4*----;_-__________ --_____ --__ -, ',, . --17 \ '6; \ 5t,t1,..2. ., s �- -- \\-p..e - -00C-) \ I % \v - 8 \. N %\••••,\ W©E \ \ , SCALE: 1" =75' I \ \\ .11111FT \ t 0 75 I J BMW OF TIGARD I1 3J CONSULTING I HOLMAN AUTOMOTIVE GROUP EXISTING CONDITIONS JUN 2022