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HomeMy WebLinkAboutTigard Towne Center - Washington Mutual Bank 1 TIGARD TO WNE CENTER SITE PACKAGE IMPROVEMENTS BAYSINGE; PARTPIER GENERAL NOTES t'P G=�d I 2,2 amass 1. VERTICAL CATUM:NGVO 29(4VJ BASED FROM WASH NGiON COUNTY tlENCH MARK 561 LOCATED AT THE V x o o c NORTTIEASi QUMRANT OF H GHWAT 99w qND SW DURHPM R nnON 190 - i II � 2. aPZI ERRTZ".t SATWIU ZDER AWn'RML�M gE o E^A o RED R°EME�YN 4' 7r aF n ; i _ PROJECT 3. MPESEO WILAI SHALL CONFORM i ALL APPLICABLE FNDFECII S AND LOCAL CODES •, SITE Z a AUTHNORITIES D REGULATIONS NCWO NG NECESSARY PERM TS AVD ONSAREOU RED BY TI1E GOVERN NG - ,, 4, EXCAVATORS MUST COMPLY NTH ALL PROVISIONS OF ORS n5I541 TO 757.5]INCLUDING NOTFICATION OF ALL /�w .T S • K`o BUSTNENT DCOTMPANES OR AGENCIES WITH UNDERGROUND U TES N PROJECT AREA AT LEAST 46 -V D „{* 1 N a NESS OURS,BUT NOT MORE TITAN BUSINESS DAYS BEFORE COMMENCING ANY EXCAVATION SO THAT ff g• rff"3 # 4, SAD UTIL TIES MAT DE ACCURATELY LOCATED "`3 t aalA`tea W o k=: ": >T i o 5. OC EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS S FOR NFORMATION ONLY AND 5 T .+' F Z THE NTOFBECOMPLETE OR ACCURATE.T S NE CONTRACTOR'S RESPONSBLTY TO RENEEWAVALABLE 40 4 » N ELCORD DRAVANGS FOR REFERENCE AND POTHOLE CROSSINGS L POINTS OF CONNEC nON VERIFY ?. EVATIONS,PIPESl2 MATERIAL TYPE OF ALL UNDERGROUND TLITES PRIOR TO CCOMMENCNG WI CCI E f "<.,f'!' �" RUC ON ONTRACl,O0R S LLOFRCONSNY DSCREPANDES 0 THE ATTENTION KPFF CONSULTING 4 CO ENG NEEftS,]2 HOURS PR Oft START TIiUCnON 6. ENG NEER CR OWNER SNOT RESPONS BiE NOR TH OR OR H ; EGULATIONS SHALL BE STRCEY ADHERED THE PERFORMANCE 10 TIE WORK. S CREW ALL OS,H.A. ' >. TEMPORARY AND PERMANENT EROSON CONTROL MEASURES C HALL BE IMPLEMENTED NEEDED OR AS DIRECTED I- P C T N ) f 0 AS OEED ++ 'r ASENECESSARY°FFOR"EROSION CONTR00LRIAEasURoS TIGARD. ERNces AND OREGON DEQ REQUIREMENTS I `` ) f -:NORTH ,. 3 4 P.B. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A ROAD KEEPING THEM CLEAN AND FREE OF T a CONSTRUCTION MATERIALS AND DEBRIS,AND PROVIDING NECESSARY DUST CONTROL WHERE REQUIRED. 9. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE ""A =u,�°N x F*"lz yx..$B�tamw: nTtu .�,-.,,}s CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION, ID. NOTIFY CITYINSPECTOR 24 HOURS BEFORE STARTING WORK:ALSO,A PRFCONSTRDG0ON MEETING WITH DEVELOPER. VICINITY MAP SHEET I NDEX ENGINEERHIS AND CONTRACTOR AS WELL AS THE CITY REPRESENTATIVE IS REQUIRED. Nls - C1,0 COVERISHEET C2.0-C2.1 EXISTING CONDITIONS CONTACT INFORMATION C3.0-C3.1 EROSION CONTROL OWNER HATESC INVESTMENT PRONERTIEB LLD C4.0-C4.1 DEMOLITION PLAN �E�: INCORPORATED >ONN KCR000OLLEEN DUNCAN C5.0-05.1 SITE PLAN 1121 0 so iD,,AOREGONG97205 C6.0-C6.1 GRADING PLAN PH x 0 F503,279.2093 C7.0-C7.1 UTILITY PLAN ,kP, COI ENGINEER DEW NOENGINEERRS C8.0-C8.3 DETAIL CONTACT: JOHNSON 1I O SW FIFOTH AVENUE ay,OPVPO F„oSUITE 250 '„ PORTLANO,OREGON 97204 FX 503.279.4681 pWb��`//�/�,o/j) STRUCTURAL ENGINEER cy NSULTING ENcwEERS y .'T n/•p TM IPVET CO LAND sT �7HfW I,Ool - _ SUITE 100 7650 SW EVE I E� �Taf I TIGARD, .krio.DATE Te PH 503.443.39003 ARCHI EEO- BAYSINGER PARTNERS ARCHITECTURE mEGER,JENNIFER RINK. CONY cr:IinNoYAvcNu CONSTRUCTION NOTES PORNLOSN OREGON 97214 PH 503.546.1600 T. ACo AL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR,BASED ON DIMENSIONS AND BEARINGS As HA TOO TAB.16o1 ISSUED/REVISED DATE N TRN THE PLANS. CONTR.TOR SHALLIN A SURVEYOR LICENSED IN THE STATE OF OREGON, THE ACTOR IS RESPONSIBLE FORTHE ARACY OF THE CONSTRUCTION STAKNG AND THE PROPER INSTALLATION OF LANDSCAPE ARC(IITECT BEIGHIEr ASSOCIATES RECORD DRAWINGS 11.1901 ALL UTILITIES. CONTACT:H 12840 NW CORNELL ROAD 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION ANTI DISPOSAL OF EXISTING A C CURBS SIDEWALKS AND PO 503N0.OREGON 91 E SITE ELEMENTS WITHIN THE SITE AREA. LANDSCAPING,CURBS AND SIOEWALAS TO REMAIN HALL BE . .ORE ON 229 REPLACED TO HEIR ORIGINAL CONDITION OR BETTER IF DAMAGED(DURING CONSTRUCTION ACTINTES. FX 503.643.479E 3. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. CON IRAC FOR SD DEACON 4. CONTRACTOR SHALL PREVENT SEDIMENTS FROM ENTER:NG THE EXISTING STORM DRAINAGE SYSTEM. C.ERIC HH,CHA NA FREDERICK 5. NORTHING AND EASTING COORDINATES FOR UTILITY STRUCTURES ARE MEASURED TO THE CENTER OF TIE STRUCTURE NE IHUH.ISAN STREET T 100 0 OREGON 97232 ORIGINAL ISSUE DATE OJ 09.01 FXHR503.297.8791 0J e]9ei DRAWN BY:RSE (NECKED BY:UV (OVER SHEET RECORD DRAWN OCi • µ pq�SIT o C1.0 AaY o,HFR1 oRRARNN TEAMBAB REC 0RD DRAWINGS 1 //j \ I SANITARY SEWER CONSTRUCTION NOTES / / "k I O irvcNere oRio colism"ANOU cN NOTIFY ewNTRAcsoN ro :�I /� ' Y THE ENGINEER IF AR CTON A°� ANY CISCREPANCIES ARE FOUND. 0 6 66P90B BDIGDMN B2 �� 1 o N,�A,L STANDARD BLEANBDT c62 ...� a �% �� ® Jeer*GREASE LINE(BIDDER DESIGN) PAYSINGER ' �' \\ 1 Q CONItT GREASE UNE TO NEW GREASE INTERCEPTOR(BIDDER PARTNERS m jjjj _e 4., 1 O ADJUST EXS NG RIM TO NEW FINISH GRADE REFERENCE �.c e U GRAD NG PLAN z € L WATER LINE CONSTRUCTION NOTES a. HCT TO EMS]NG WATER LNE p P =a Li: / ° i ° LL 2 COPPER t/ • 1 2 NSTA`L 5 EA PPE WATER LINE tt $ A \ / Q v^ I RryNA WORG W1HC TO PGA 0WATE DAENT USRTRTE A - �i I _/ I JOINTAAunnL AFT OF E DDc 07 DIP cail9O INSTALL W d Z~^`P Z / ONS ALL 6 DOUBLE DETECTOR CHECK ASSEMBLY N VAULT ® 1 A �. ( / / I MIN RE DEPARTMENT DONNE, F ) CB B z^d Ns S F DONNE,.(Bc �: J O INSTAL-4LF 6°DP FIRE LINE C7 g /© / © / V4 / \\y ,y / I O INSTAL-90 BEND W11H THRUST BLOCK Z 7/ // 41:S' 5 /./ // I Q INSTAL 225 BEND W RUST BLOCK Q // J 6 1 reEnE�ar NC WE DAn GFT DRAIN.5 00100 DAn GHr r0 CURB WEEPHOLE m / r "� © �/ F E E PLAN OR WEEPHOLE LOCATION r ( / tO1 BEUE€LT ATT H LO THE FNC ANO62EBLE Mq AL SGV DA RASED REU 0 /TG 2 5>LF ®9LF A / I INTERS UT LEAST I H AND E CKLOINGS SIYNR R 7ArF SHALL RSERVE EAD AUSOMATICOWN SPR NRLERS'A 0IDENTIFYCW,V CH BU LO NGS THEY `�R i �6 /a / _� I BILGING ADDRESS. SY)PACIFIC HIGHWAY � d ' k. 111111 / ® s ( ®2' QD. r �_ tQ FRE SERNOE ND LEAD N CONNEGnON9 i0 6T6TFM R 6ER8 LL F A BE FLUS LY SEFORE CNNECTON IS MADE TO SYSTEM 6 PIP NG N ORDER i0 REMOVE FORE CN MAEH AL9 lHAi MGHT VIAVE ENTEflED IE=I-/400 A I THE MPN U1N0 VHE COURSE°F lHE NSTALLAnON OR THAT HAVE BEEN E=I)ZO ASE LINE 94LF J PRESEyNiT E%6n0G E'RC THE M N MUM FLGW RATE SHALDEER BE UEss r 1/. ©T�, '.. O (/ /, A v� I VELOCITYHD OF 10 RO FT/SEC WHICHEVER SEGREA ER.LESS THAN THAT SSCTIONO9-1.1PROVIDENFPA STD ' / ,1 ©TD LF IE=1 74.2 1�3 BpNOF A NNC AL AP R VA OF AN NSTALLNRN 8 TiE AUni o ' I - - . _�'� !eILF / 1 901F' i O 14 ALL N W PROWNER FORERSERESENMPINSE SSECTION 9-21(NHVOROSTA24) o CON,CTOR S MATERIAL AND TEST E A // @ / I S LLY AT 0 J nnnu�r v�x�uuu 1 O ITT LES6 THAN 200 PS PRESSURE FIXt TWO HOURS,OR AT 50 PS N E%CES6 11 OF TIE MAX ALUM STATC PRESSURE 211 EN N REAM,Atr24U STATC PRESSURE S / 5///' r ,0* 1 IN E%GE69 OF 160 P9 SEO ON 9 2 ( J l ©Tl IS �" III I ® ALL FIFE SERVICE PIPING SHALL H MINIMUM COVER N NSTAL REDUCED PRESSURE DE 0 BO%P OVIDE HEAT SOLRCE AND D AIN TO DAYL CII r NsrA L 6 Pvc s O.BIs(M H) ,L,n ® n INSTAL BEND WTI RESTRAINED JOINTS 020 1, ` O 1�2 try INSTAL11{I LF OF6 BP ��}/f(-- . RE NDITALL MOST NG FIRE HYDRANT MTI RESTRAINED JOINTS 6% 0 /Il 4 INSTALL TWO 90 DEGREE ELBOWS TO BYPASS PAST NG DUCT CLANK bS0,, PAAOFe�y y �" q`\ L1 / STORM SEWER CONSTRUCTION NOTES 71L4f�' 1 � 1.� o aA o4 TO P.�aND600�o ��VERIFY E GN ^T • AUNE NY PC°FFPTANC�SSARECONTAN NOTFYAnVE ENGINEER IF .:w o^EJ100 FOUND.DI I 4 B ' 02 INSTALL B PVC STORM DRAIN S D / 0 INSTALLB PVCSCORMDRANS00;00MN �2 P / f., � © caesm Jc STANDARD DRAIN ,� _. 50 STALL 9T RO OLEANOVi T1P© / / ; I I/ © INSTALL PVC BACKWATER VALVE WITH CLEANCT RISER CPA ® o� _ V )� 0 NSTALL 67 OUCTLE IRON STORM DRAIN SR.0100 MIN. ISSUED)REVISED DATE e INSTALL STORM FILTER CATCH BASIN I z a ' / `J / - _ -- 0 0B0 CD.J CBD RECORD DRAWINGS 1219.61 /1 \ 09 INSTALL 6 0 WAIN FLOOR DRAIN TYPE FD LBO A WITH HEEL / PROOF(RATE OR APPROVED EQUAL 6 UTILIT}'LEGEND ND PT: : : : : : RECORD FRE DEPARTAIET cONNecroN(FBc) >T / WINco 0 NO CA ES PROPOSED DOUBLE RCHCK VAULT Dw A ? " 0 GINALI SUF ARE O1WP1 4.,m, I — FI n OaA yr r FRnJ v,wuvc —NO CA ES PROPOSED STORM DRAIN mi coxsdirnninnsr o DRAWN NT ERRDCHE(RED NY:TNT i i -3 / NORTH GA E6 PRBPBSED BACKWATER NAL W/ °'s' MATCHLINE �AN.BT RSER UTILITY D t _ ° ��J CATCH BAN F,,.''.FRR.m xF�NnTCN nnR=xnLL x4r GE xE=oW,RaLE F�AxT�aDas Px 7+ ti 9. D ND CA Es PROPOSED C HM::o WA,Rn.RE Lr F PLAN A 7.1 u ND CA ES PROPOSED STORM/SANITARY C,ANBUT on ms / > _ SCALE �N' SDCTTTIFFS SANTART SEWER LATERAL.PPE SIZE,AND NAT END xio 20 CATESASTORM/ROOF DRAIN LATERAL PPE SIZE,ANO EAT C7.0 �' —__, �r6 � iUla.xl LATERAL L -eV No CA-SFS FIRE PROTECTION WATER NNE AND PIPE SIZE RECORD DRAWINGS , x'LLx -0 NDCATES DOMESTIC WATER LINE AND PIPE SIZE 1 SOARnp ACTORT SOILS HARD SURFACE LANDSCAPE AREA 6.-0"MIN.(UN.0) DESIREDRERFADE FOR STANDARD Ek FRAME h COVER TREATMENT. SET FRAME CURB 1 WALK 0 AN (� FINISHED RADE FOUNDATION ,n J y�,�.-I8'OVERLAP(TYP) WATER PONT PLUG PAVED GAREAS SECTION / Aa -iXA.A. 12. GROUT FRAME AS`; S�IA jL` DRAINAGE FILL Y2 Y N PLACE BASE ; `-�;�: ; , ` MATERIAL BAYSINUER E cRA � COMPACTED PARTNERS FR IN �,, 1 DAB I ill A U00 UE ENCASED l iIF FOUNDATION "SQUARE 330000 PS SECTION VIEW e GE 1£% 2L3 l BO NOTTI BOTTDRAIN M IA 24NC SLAB y pp� 1 0^�. C Fs OGK 0 n TM B NSTTALLE°E (a) I/2¢ A CI OR G PPE 0.0+I K z t MAT MSTHE BE 0 ABOVE SLAB F 3" / lit o OD THE BOTTOM OF THE ABOVE SUB FOR INITIAL TRENCH co ( P,NF 0 15: FOUNDATION GRAN TO THE ADJUSTMENTS OKFLL MN. o N d N Es) roT of THE FOonrvc. 43 BENO —uvq SNRBED srD.cuftB® =a so NOT Puce wvE BRANCH— =f� OR 5 %J z m E 0 M CONNECTION IF APES}RVICE ' itt y PERFORATED RPIPE"N THIS ZONE. —_ REQUIRED x LANBED )FOUNDATION DRAIN [I! � zPLUG W O.ELPESJA. NLAND NORU O °UAL b,FLUSH W/A• C e MIN. TENN PATTERN Z No.2066"ft(TYP.) TEE NOTE 2 BELOW — No.209 PLAN VIEW Q 13.OR LARGER No.209 PATH 12 RISER NOTES: III 19 E SHALL BE 0 PSI. EAeuL o/ 1/ UUO OVER x STANDARD CLEANOUT 2. °:Ro Eo RAMP TEx::RND:PATH AN E%dANDUD METAL GRATE • ON AND REMOVED FROM WET CONCRETE TO LEAVE A )`4 CX.X .R. DIAMONDHPAHE RN EACH DIAMOND SHA E 1 1/4 LONG BY 1/z' 4 LONG SECTION AXIS OR ED PEV L'''�i, eu .. / TO THE CURB.THE GROOVES SHALL RE 1/B"DEEP BY 1/4'WIDE. TEE $ C �� R CAR •ASPHALT o STANDARD RAMP � arxm ,>' ORu:rs 1 SECTIONN"T ... cx.x �„-,..a C A ASPHALT 1 Noi ND CROSS ,. E eLOCR uc TD a EDncwrvsT uxOs AeEO EMRm. a x AV ^. 6�x � SECTIONRESURFACING Ma PAVEn AREAS U AVEO AREAS 6 POURED } PAVEMENT TC $'+`C 4 w L 4 AS EAwcur uN DETECTABLE WARNING �°F JOINT AND ��T °., � Y � ` �� DTAPE SOiL BEARING v,x�(ES)STATE°N THE sPr sPEMFOATI„'Hsuvi µo AR owe �rtnv ;F`yi�, ^v z/ `r' 'v r,,, v ,�( mexcE°urx '�' , IE.ttK . BEARINGR AREA eOF NTHRUSTATZ E BLOCK SIN SQUARE FOOT ASPHALT BERM H ,H I,' < g CX.X rv... ?wa 3Fa D/1 — t _ SE%0 Flip F / 10 ° - ° 11 , VAULT SPECIFICATIONS i � Aqy r PVEssr.xs/Rw)i(an o/6 ADI ABLE UDLLE} AFEAiMr(9vR�ESL Rc ,z xw FR,S� ^^_ 9HZF Bnso xLA mR munL1 (T R cP) q. "y / R I 4 NPrv.IN a II �M� r.' q/...Hl.oO .. O :I�Ii.._> 1-v2-2 f 1HEW 1.00 x THRUST BLOCK sA.z-PDTmFEx°W_, l Cx.x r Lo.—J DMPAGF DAGKFILL IN LANDSCAPE AREAE. N REDUCE R HOOD MODES lOWaysy G&BACKFI LL_ _ � REDUCED PRESSURE M%"aro. PIPE BEDDING OER cx.x ��ima"2 PT'10 BAR) / HARD SURFACE EA E[EAA �; AMF'13:ME'Tr ISSUED/REVISED DATE ERI.E0 GRADE N, OWE 1[ B _,, OExc WATER ncnE PLUG IN PAVEll AREAS RECORD DRAWINGS 1219 B] ABOVE s F- GROUT FRAME N PLACE FINISH C DE s / DAYLIGHT FINISH DE LVE SER AO J VA p p'C CONCRETE P ELEVATION LODATE oRo 3557) 1357.11r VCBO%L1DW/ milk _ OETALry 21'SQUARE 300 _ Ail .., 1 DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND MATER NETER F 1xsTAUEO,ry TEST O,CONCRETE SLAB.ANCHOR BACK FILL(a)1/2.0 Arc II j ORIGINAL ISSUE GATE B1.0R01 PRO.ECT BOLTS 3A �� DRAM MI RSE COMO BY:ICY ABOVE SLAB FOR N B EI` ADJUSTMENTS. s' (OR INITIAL VALVE aPP dEo OIL DETAILS R SLOTS DRAINAGE PER HNSTALLATN1x, ESTTNE ANp FEPAHR ARE THE xA AF°Orv�H°ERAT,DNR t a��I;� —UNDISTURBED EARN e.;Ill5f— I'° °`., j flEcoRO DRAWNGB x CONC.WHEEL STOP BE00000 PREBEVRE o cx.x "...S.. ,SPT,o', SWIM BACKFLOW ASSEMBLY 555 BACKWATER VALVE °°x W„IFm WI CLEANOUT RISER Eiv;Oa�PA C8.2 Cx.x N.T.S. �2< °.°„Hm, °"0E0 RECORD DRAWINGS ;m DEP sr/WM.5 PLUM..MOE eM BAYSINGER - PARTNERS RnERM \ aso5 I rLxRG°L,. n, LI, v i I--CARTRIDGE c c A, o =��a EL w nEMA,W rcec O[PAR"' 510111..1,1LIER.DATA aG uR EvuAL cnxxccr Dx •nr - S Dxac AT THrs V C osNA aPPRDveD LAv rN Lnennvx _ a ° e vrrx nLUNrxun Lnv �,a. .<�-'x_,: ® rr xe�' vnuLT PLAN to eacxrauxc PRrBR ®� �I PLAN �..�.,r yi •1=111,111 • MRvunv LrN r'xm M nA DRAIN al Rs cR / 1 L.L.<- r\�` "off Ili ,r I�it.J r,_r 1-CAR IRIUCECATCT ASN NVEW 1O �L ce ory orPEiEu�nrv¢ d nEGa rLG UR E "�" Ds6Y VALVE _ J' W 6 .r. .AL:"."''VALVE \ CONTRACTOR TO INSTALL pm II D�JIr1 ,"a.., ,. inn ...�. o Z ING r GROUNDWATERMIK WHERE Ex D.f ! scRccry V c L,^,.. II on ELEVATION PuxP ePccErrcaTE II w �oxinLr'c ., r:,e.v.n„u-v— a o e. • nR TOM ... IM � -.no OF DEM E I— LL iCARTRDGEC TCHB N SECTONVEW�\ ' .nnKEa w' ,1„ - CARTRIDGE CATCHBASIN-TOP VIEW 3 \J TW' EVADED CADRE DETECTOR owza CA�u rrC/� STEEL CATCHBASN STORMFLTEft /� @����/�Ll' STEE CAICHVASIN...WILIER'+3 Srn e3 0NiEC VALVE ASSEMBLYTOP VIEW,NOTES AND DATA ¢3 P1AONAND SECTION VIEWS ".1.. M k"E� 533 's_ s BE - CARTRIDGE UNIT — s STANDARD DETAILCARTRIDGE'a,.,T, wn°N D DETAIL Rm cEsTARTft cEu u. Water Quality Calculations .m,r„ _ rAL • Water quality Storm Event 03d-neh rall.,7:n dhrs.wth a-sturn period of 96,, NOTED ON PLANS WOV6 036 X 3,0101 �- �23 sa ,f;,01xa BTAND �1 V'ru(t .., _ r a p A AR AUTOMATIC BALL e n,r flN OflIP VALUE STCfliL CONNECTION ..,� • ` P� 1 ___� �n THEW O� ��sYVOF WRV 1 n-1 -.3, COVER TO BE a 14,100sec. O rrE4l ABOVE GRADE iCARTRIUGE CATCHBASR SECTION S n GALVANIZED 1 Je LsE + 4 CHECKERED 5 E v,V ." PLATE LID TO REST STAND PPE,As iticf z WHIN PLANS _.•• ^••••• CUT 1IICOnec -" V• CATER as D aeTrae.: )`Ji' !-) _ .00,tars T f6„. .,U„ , L. ! S E ,w ISSUED IREVISED DATE THREADED , „_JJ Sizlny Stor1nf18er CatChhu4itt REmxooenwlucs ls.lvm N 2. ON SNN NK CHECK VALVE ON n GROUT iYP. Orto SEOr filter corD dge OPALS 0.O33Cf9. =eBE NSTALLED rx�uun iv. IlkGEOHRnrvn - w Tht,`ref°fe: IG _ 00-/7cfB TH MECHANICAL. a"CHECK CALVE O}36C(S — i MA NTAN ESS k, TO FLANGE BOLTS _ 013 LONC PPE C RTROGE CATCHBAs I✓SECTION_,VIEW OC ORIGINAL ISSUE DATE 01.0901 DRAWN BY:RSE CHECKED BY:UV °b4.' o Use°ne rarI I C.101{).snGDrmrllar DRIP VALVE LL 30.CONC.PE TO ALLO BA NSIBILITT AND C DETAILS &E �nw MT CH' STEED CATCHBASIN STORMFILTER x FIRE DEPARTMENT TO CHECK CLVE ONNECTION SOECTIONVCEWT G 2 IRECORD DFiAWN(3E1 f 5 TAL µ°m�°`D C8.3 _ryF O,x� ORM.xOx PRDNOED RECORD DRAWINGS