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R-412404
6ocu5EgriL�r'lvelope':IDyBEECf5B8?a60�2�=4E4A���1�AA-8388�7 '. EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN 144MI °, .THE FO_L_!:'OY_11N(3 15 A LISTING OF GENERAL -NOTES 'I HAI SHALL BF_ INCORPORATED 1N THE EJ36§� jN ?p0 CVERS?,�RB CiS-'rWE i1PP,LIC.gN'T'ORE7WhiER. k1EREBY-8i$!�'ERgECtTFi'ASf fAyIEAYJiSMA� STRIK&DyT-IRREL kIAMF NOTl 67F`l�iBY - �___,¢fOwEVEffIRfiE_�CPPI�TCTiN3";36U0.6.NCrT!RF.NTiM�RN�Fb4T-REDFp�IAG�TLfiTf31!^d�pfTlORbC`tsri}TE'S:AiE�NEEiSstiFOR�,BCTFT� L187 MA ',NDTIPERTA --- T THEY t3fiilf 6E A73DE13' fERTik]ESC S71 16A7a# NWOTES, _, FORE ,:S4HSTRi UI1 EVF�I`,�! '.VITQGGGRS:, RE, k#G7�YOEiMEsF:T1MG-SI_tAL{�9€fiE;•:DAMONGi ?REFEAREd3ahS,Tkil DRi!,, EAPP1T8At F lINF7 HfiAPPEICANFfi60NTRtiC_iOA, �? R€H4TflMIlA�R �Y' `TffAHfQiBi1F�tAINGIriEStiAS I -,---N A - t7PCU3U0 C'o7L[wi01OOF7fiULxk�N715WATRO@iL . 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Xi wmMOVTI;ROAfCt'3TJCRETt;✓TAki01(SS}U1LIi�B6P$RFOFtIMIE00FF$[TEORGIDESIGTO4T�E.€7CONCREWE:aY6A8HOrd'P-kREA5ANCWDdfriOTiMASH 'r'.CDNCRESE Y'RIt4xSS1N�'1?+E�iR44N6fSflM-T�f4R1� kSY3AAS�l# r2A�kt�iPlE�-M�N�lTgi R11�PlN� OF EXOE���lOr3k�£ SHAi��1L5�'D�OUIIrN'�5�}A �NLAI WA3r76f7T AREAS', II 4ALCION�FRIOR•-, 4 NOCLEARIK _-R CT191 ]PREVENTiI[I' - A tCiNOp .$EDWENIT TOSURFACO WATFq: DRAINAGF SYSTEMS'4XND'ADJACEVT PROPERTI@S-ALL ESCEMPS 9 M.FIT B YN A''SATISFACPORT C9NDlTI01fL . $AICI I', FIM@ T.HAI, LEARINC�.AN fW FQNs'TRIJCi14M1�" G4/MPU AND I?O NRIWkFl7R. QN�SItEf'R0@]ON tui5 C'ASSED Al k E$C SMpIS SHRttt BE E9Ebl4YE AEsTfc1� ?CONSTRE7CTRTN ju=COTAPI._6TECkAiMII-"THB SITEjiA 'B�p7 STABlD2EtT74T EN$tlfiEPOTENTTAl FOR ONSITTIER-MON00ESNOT E)aS7:1HE IMPi._EFJIRPAW%, ALAI_RFANCE-RI•Pt,A�E!'i1E.ENHht+�EM1NiT AMID:R�b{OVAL�iv1_EII806�P13�HALL BE. TFiE RESF�NI$ISILII� OF."iJl6 APPLICPNt' '8., :A��7ART�C1>,S MATFR4Ai{n^7'tL�Iu1DPR[iT]il[^T95ji1E4fHAYE:TIiF"MMFu14RL i0_Pffl1Yf 11tlT�9i.l1lOFF-.CHA1/PF-fi1SPORFriSlEY�BnpFR4''�u I9• ` HS IESC-OMPS'T3EPICM OKTHjMAVP AAAAM INiPNOM" BE MINWILIM REOIRREjT1 N=' S f0 MEET ANTICTPATfO MCO WT/isNS, Mi:ONS'TlRUCRW �FROGR SSESAN6',[7NE%PEC7EDOR.SLA50NTJ. CpNE1tn '(:TA��EE:TFiE-iIPMfCA I55H, 4L.KFIi1C[PATFTfi{ij.AADREESCBMFrSWICILt3E`NECESSARYTi}ERSO ^. >GOMPLfT'E','SILYAT�tON'CONTROL;Dr¢',T}IF1,pROPQ61:t7;S1TE.�IOp"'G.7HE';'CWIRSE OF EONS 6iUGYlON.�IT iSMjµY:B��TFt OBL'�GAtION Rf30'i ESfYI`NJSIBIEI'f!1�bF.M(tE' :AP.EIJCANI'rO",M2DR3 ANY. N€IAt C.ONI'NTIONSRHM�T`MA.YtBE ERE.57ED.BY-Tf1E�TiVtTIES i4%1CtiT0 P.I30V1DF�ADL11'['IONALf'ESLi.�MFS +OYEftGANU.ABOVFh1tNAY1f]M -_.'TREMENj_ymMAY$PNE'fO'®WOTE_Cf..A[fiJAC€NT, PROPERTIPPl4�hrAT'ER _ O_FiELE R€G£NtNG1 D_Rlc1NA.-GE.Si'£N�. W APPROVAGOF n4S PLAN TS FOR E$CpNLv9, DOESAOT-CONST6QM, ANAPPRPY"F,STORM DRAINAGE OESIGN,SIZE NOR VCr-ATTClkkO , PIDES�RESTRlCTQRI;, ��h4!1�yH€fS 0_RvtifQRMWATEriFA'CII�.ItIE�_I 14. 19NYitSiM1ATT£R�f�iQ$y54fNth'E�«�,.,X:F4LT' CON�TdLCtr�N'4F,S7S]ArANATERFACrltT1ES BE SstB4lA4TtE➢!TS9TIi>ECLTYFK]R33EYIE'h1At�'>riAPri0f1E1� 92 V6NV EABOFE%FTOS t7SDilS;INCIBRINGROAIJWAI;$MBANKMEN73'.ZHATWILLU T;IdEplSWRe50FORIWO-DAYS-DURING-TH WEI-SEASO -[OCTOBER;IST l`��SCE�,'-f; EtMOD� Ero-ERD NG4;�ulet�HlNG�r-AgIOR�ING � TC�y,16T'GO��N�0R�c�ic.E� pPF�yp}IAUL�FdMMF�TR�_S�HII�O"wiYFi�1'pS'rLFPit6C7E1! " 7' ASOT4ESCtFlEW1- N75AP.PlY'EA 11, CBNSTRr1CfiON•S— I St=`T—W 1N'OCTOBER-19T'NH�L ''i1P�R-36TFIFt1NLSS&—ffEQ�gERWFSE'i4PR,FOVEFI SN'TFI�C14Trs. f4i �J7 1ti{EAFiE661lPC1EDbif161 LESCMEASITRES41 iREOif�ZiNGIMfIEDU�TE.7wTTEW►IOR'SWiLTS€AbD 35EhW LSAFS' TtEVTs�I 51 �Tp16,ESC' BMPSaN' WAG V -'9OE5 SI�A4Tr B �Ns4'TEUI ANMAu{TaxvEQ` T"'.MINIIWY±pF-Riw<rE4tM4NT.Fj OR.-wIJ ,w2' p'�oUR� ^ ._ dNSPECTYON-PSNDIdNNTENANCE SHALL,�COWR�MORE`FRE[T�IAEN}h1'115 REOHIREd Btl T}I€ CFFYn f9j'•Ei<-I'tlTil�Cfl t7Ei3e A -ufflF f�NS7Ftl ifoid �V�fYctTCHRA51rafn7§EftCRPEki1f "G5V,Xfa fiFip 1 i ?ihii ,PR liiil3FCartA tBioR�f IF'>a!JkS€D ENJ,Fk LO RAprgAt�l,pCh�i D197VRHED,IIR ;ATtEF1i ESS;OTE -._ TL;. RBTREtgEvL RG _K- CONVE966' I' 9ASU�WNNfftS KhLLBE'IPERIO®ICAYli, ,$F+ECTEq'7tiN61i e!FAC 4 - CIF$;SrRY„IQ" i511R$;�FYIkL''/l, }JNCZIpNIM ?170NdlTIION_ 7F Ai; t T11dE�9R7S1lJEE RiSFi wm 373 bFTf.1LR1TF7iEn_°P ISFTRE- RT H B3,$7FF is P A C $AslA$ _c,DNBF?Yi5_NCE TANNIN 9Ri9.i', R 7LEANWPRTOR7ORAVINGL-Wd,rCLMNING OPERLAT40MRNTJ 'i19T6 TH ANY-_, .FfW FN:T,SX0"AT€RFAl fj�'-LDCATIONU$EtzlS�d; T�EMPQAR iRARY 3E'TTt4F1G-BA3LN 3HALL,S MaDIFfECT+MLT3�F T6I€MRCE3SAgYjE$C BMP NL S(Ilp FTERIPORARYFA CfLITY,Yt1ALEE$j OUGH GRADE'D'.sO TitAT Tf1E SOT'CDM 7OES�RkdX-,LEA3T551REE'FEET#EOVF�T3iE},jr4AL.GRAWbF'tH91PtRMANEN �7 LRLTI MATELY FUNCTION ASi1N INFILTRATION SYSTEM IN ITS PEFtMANENT 5TAT T FACILT[F 9' _OESI�iNATEk�?pH jfU tS'jOONTfiNIN( ,EjCI$IY(� (.^TORMW/}TER.F(' ILIFtESGR"BNjSiT6.BMP3fAMENDEDeOIC9;,�IOREMNT10N;PEIRMEABLfl" ME.NT,, �itr: 6fiAf L BE UEARLM FPSLOEQ Al17PR4YEC7 DJjS tIGE HMPS:i@AV0112.6ED1MEN7AT 4AtAND C6MPACTAOAL OSIRING CONS3RttCT10N - - f 23 T ER -1ST, 1 � _ WlNWCTEtSTOEflE1 FY: :S£SLbDFT5�11, ;{VNI HIS 'PRE"PFiR7iTlONFOfT-- itAIRs:'OISTIJRBEI).$IiEAB,¢Hl4i.�`BE',�.DDD 'ARSEEtS€6w1THIAF. - INGOFTgEVXTj EASOA!., 3EE0€D ITT _ OFTIr_,+NF�EK-OFxTiE�EGB�7 E5X-, IT'RFi}09E'7� $I 01 F,130➢OF�,[$T7F7�,'d,EE{]EQ.dNry:'jNOBE WFtE",/}�$�'�Q,IREiMi�iN UNCOV6REb5FfI��I&g`$F1BtA4TTFO TOTHE CITY IFiOR:REVIEtlIFt ftti-..PR10R:T.OFINAL'C.ONSTRUCMW—KCC AMCt-;�FIL�'P�RQdEGi?31 SHFL'L-BLS"�A8IUMDTgPRE�iENz 5011NENT•CATER-�R0Np6EAVING 7rEh'AOuIS671 ;; s LL-19- BidR f7lGL'BE RE�+T 1 J1 EIS AND 3TOR9GtVJ7I = Cg SY3TEIC_iS FACiOTIES, ANT) 5&T311EEF ITs }FAIL AE9 6T28D,"GDTFiETR-FIA (_Y ?GNCTRfNTNG C6NGT[fSN 3fLL0i6h1RBEi iSF?iiE P1�dECT? 5riA1L VEaFSATFa OR ?jITRP 1 H tiLirSTfflRU?M AT?.MN1M0K ,DISTURB�'O #REA$"SHA 'k9 S©Dtl _ R-3E b U6A ',KI ttt1 OTO RE THAT St1€,FICI T'...OuE,E1�W1_kk.ItlEHilOQ'e411ON 1'�EN I-w,,? iOVALT NV Cf.FI, 'YYI!FHCNIT'.SEEDING TS 7F,DEQUATE-FD�R REA5180'-BEL`14NDSCAREDB6FOR�E DCTCRER:7 SF-, � - �� 2"� ROCkFJiIE AY3E C6NSIDEREO;'IBBE fYJy1E'TWDO OF BAtJhf STA_BIL.IZATION ANQ LhOS`ION CON'tRO�_. ROOKER7E:4' A[.LMT W COINS IRIIC DTO$�RVE7TJi Sit6fAWiflGSV743i.3iY�T•LT�UORE�E6�,CtTV3iZ31�,AIC,FIT.S'• VYRF {zdG- SCE W I'm ZITTSTANNT,iARDS- LOP iEt�i',4tllRlfa`wTS.bF'•!LYAY`&H{YL4;�¢,r.OM'a`TR17F'GEq'IIV_JICCQRRANCE WR,, �HE+_WTERMATiC"JE_JJUILDWCCODE_ <D EROSION AND SEDIMENT C iA�TMFN STANDARD PLAN !VOTE', M.IPLi4Ti - 268.0i1 Taffilml GAZ o, /z x THE APPLICANT SHALL ERECT AND MAINTAIN A SIX—FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR A T A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE —QUARTER FEET (1-1/4) FOR EVERY ONE INCH (1'� OF TRUNK CAL/PER, W 110f-/ER /S GREATER, OR ALONG THE PER/METER OF A TREE PROTECT/ON TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) /ND/CA TING THE WORDS, 'NO TRESPASSING — PROTECTED TREES. " OR ON EACH SIDE OF THE FENCING /F LESS THAN FIFTY FEET (50) S/TE ACCESS TO /ND/V/DUALL Y PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES /N ADDITION, THE APPLICANT SHALL PROVIDE SUPERV/S/ON WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. 5 SO IN .: 'Ai STANDARD STRENGTH FILTER FABRIC 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. STD. PLAN — 216.20 PUBLIC WORKS FILTER FABRIC PROTECTION DEPARTMENT (?) MARCH 2O08 TREE OR/PL/NE TREE PROTECT/ON FENCING NO SCALE 7,53 e'l^A "NT EXISTING TREE CONTINUOUS CHA/NL/NK FENCING POSTS AT MAX. 8' 0. C. REVISION 0oW9'Igf1trwilbpcM;SEI=G 588 60 �+4E #�3.J7AA838B7 ', JNRTS N FILL'�ER EABRIC'SFfALL a'Npac'EaT PwT _f8ESTAPrOE$:WIFE RINGS; EWViI_ENT-T0',AT1ACH FABRIC,`TO III! �4FAUGEWREOOR, i ITOtIFc:,mW�l ''[O$'1PMgREBACKINGNSGSE6 I �I ;�C�II�"iREI'I19i�4MTtN�CC►�'• dJ�-. -- _ :.P.IaSi3, .r�. t<'FN[:i� P981'B.OB:.4•�ola�I Fnr7•,yTIrA� N6TES: r srcr�ER >- v _ITS I E�tro9u 6PE oT vo I r Rr L 1-2, i5161jFENCEA$NOT INTENDED,JB,TREA�TOONCENTRATEO-FLCWS� WkFSKTINTENOM_Tb�TREAT154183TANTIAL-AMOUNTS OF OVERCII440 �♦':OW;:u6N iICONCENTRiATF�. FL%7W Ml}S,TI9E t;ONVEYEIfiT1ARQ11GH ITHE OFiAINAGE SY$TEM;FO� SFIIXMENT.TNAFI 6R+PLjND L DESIGN AN_D N8� F FAA' TIRO 4'8-RECIFl�- �A iriEGEiiT T i1S€€CS1Tii 1iV"CS;tii 4Ai�i51i1275idATECiBELErr rNEAinNTiFAC7iIiiER$ F6T{ii i l i4w7GCiiFG€i77iStTE i✓,49TT�,P711 r - 9d•1d0' SIEVE SIZE D` I i-- FpFi SIkT FX 50,100�S,IEVE $12E' 0,�6tk t,�fA14)FpR OTI�£R FABFliCS1 — - _MID - WATER PERIVITTIVIT ASTM'O440 ,1UN9RUW aIOLB9 FOR E%TR 1 MIN A STRENGTH FABRIC talft�' IVIR A1'7iE. _ _OAR �ENG tI�_ ABC a TASThTDin3� ' !GRAB, TENSILE ELONGA TION IASTM D"632 m%mAX.1'A'0VENr ULTRAVIpL-EY RESISTANCE kASTM D4365y 761E-MIN: "S.J-A'NIGIART.f$TI3EWOTF{FABliiC-IZEOUTiESWIT�FT�IC7r7GTD7FTCR€74'S�IEENGTN_�5F'itFEPET�E'-rW1i�9J1C1iiN1TyTRCGiTS`);R,I�iN�,-F+T+iTi'BE77E�r7RED TRI-:W },FABRICIF FIah_P£R{�ORMANCE�WARRANTSA STROtNGERFENCE: HERE THE FENCE X5'IN,ST4LFEdI- THE SLOPE SMALL NOT,BE STEEPER THAN 1V` _ _ R'E%TR 9 -1- F P "SI I J i -STAND 0 V 7RE MAY BE RE THE - CFI IOF "S&IIT E iC'. EftL-9UTfIEL9 - e A.TY IC14f. L FEENCE SUSE HE AR k% NGHM CEO-1LOFIC: OTT of _[N E5. 773E-_ .E'P7G-TACT-IS,y4_ _. A_W ISECURE WAARENCH (THATS�TA8 STABILIZES THE FENCE'AND-DOESi NOTE-MJ,I.-OW �WATERTC'OVOASS OR UNDE1kMtNEITHE-SICT'F.ENCF: :, "ASNCE,$TAND D$ 3:},'ANiLOAMA�i•;-SFtRLi,�IR�BAtRED IMMERIATE �_ _ __ 3.341, 3XF-COr!)CENTjipTED FLT)WSAIRE EViREli7'IIPHI 9f.TME_FEHCE,-�.j'NE1'Ml1:xT BE'INTPRCEPTE�C;ANR CONVEYEi7 _LO A:SEpIMENT; �TRAPIOR POND-� NT.ISiMPf3RTANTik4LCHECIWTlIC=-UFti1LL-SIDE DF T}�EFENI;E fOR SIGHS C3F�TH fEHCE&LOGGINGAND'gCi1N[",ASft BARRIERj9 FL9WYINO TF1Et��f`.A-1.13S1FiG'. IOTIAMNELIIhtION OFIFLOWS�RARALL£L•TO PHE FENCE IF M1'tUS OCCUR5:'E 7HE'FENCEOIiREA70VE THEI TRAPPED SELIIMENT 3FknTME�3fTRESF�, F.SR10 IUE3.61 IFKGr0TETUHAS 0ETItRIORATTAR4� IOEEIwjwiDOWTF Irmwim ' PUBLIC WOR__' 0QARfMEN:' SILTfEWE NOTE. 1. MIN/MUM SIX (6) FOOT HIGH TEMPORARY CHA/NL/NK FENCE SHALL BE PLACED AT THE FROM TREE DR/PL/NE OR DES/GNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVE-D FENCE SHALL COMPLETEL Y ENCIRCLE TREE(S) INSTALL FENCE POSTS USING P/ER BLOCK ONL Y. MOD/F/CATIONS TO FENCING MA TER/AL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF EXPOSED ROOTS DURING CONSTRUCTION- FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARI Y COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACH/NERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK W/TH/N THE PROTECTION FENCE SHALL BE DONE MANUALL Y UNDER THE SUPERVISION OF AN ON —SITE ARBOR/ST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. 4. ALL AREAS W/TH/N THE REQU/RED FENCING SHALL BE COVERED COUPLETE,• Y AND EVENL Y WITH A MIN/MUM OF THREE (3'� OF BARK MULCH PR/OR TO INSTALLATION OF THE PRO TECT1Vf- FENCING./ UccU 9 €nVe Pope' DM; BEEG SB�By607Ai-+1�f1f 1 1� 4Afi3S87 SECTIONNIM, 1$DMETR10_WWW_ $I I? �'Yr pROTECTIHAtBE:PR E[�F13R S5'ORAUdAItfINLEjS"pbyuNSLOPIrriNE}Nltff�N,iOU.FEEj�'APISTi1R8EdOR CONSTIiUCT10N5YREiix WNle Sh4iT1#E RONfl ..'TI#Ae, WERSTH€CATCId X3ASINWiI�+BE-CONVEYEij''Tr37i:&E`DV�N?I$CUIDa�'�AP',_s �.. tNLOTECTRR}" E`I7Tii'L'REL18Erk ZTEL`TTAE"DRAIFTAfi,E3P37E6T, S, Fwdbdb TW9l1TiHGr�'ORAl1�jAGE::�€h�0'�IJST`i+IDT�9EL'ARGER'�T}iAi &W_AC+ t. :, SiZEIANLET.GRATaDEVIIIEE [ #F1j Fills 6 iaORMWAAI�&TRUCTURE ITAA1LT $ERVIGg , 4� 'i♦�€ 91 #$! 61 w� e49 1 # lcl� 4wf• Y EMI RFrpw� By #s�S; � E SY S.E •V `O�,THi=13-'fT��OQ.LEG7EL1 _ fk�r, AAAAIA��7AL 7"OR140014TENANCEIIN`iIiE077RU*CEYMl'fM'[STAN g_PECJF&�V(JOt4W: (1EY, fA.-. f N�I;�DIMENTjNT�dEG0.�''O�F. ASIN''INS�T,SH.riL1'BEREMfWEDWHENti+iESE01MENT{f�k�E-DfJIV�i�IR{fpF-T�1E74YAIC BIsE'i L��4GE,;THEFiGI�IEDHrTaESR:IrHr:EFTS_'S}�11LL$EEEE/TWEEf-_PL�EU7A7I&JiSTk1�t�'F}Li�, uNirs�OTHEXLN 5T N17rEO',;DNAWING 19 NoTTv�SCAIXINT=) II E3 R s 11 �li II SE if �fpA'RTM77�NT' PROJECT NO. 18265 gIDEKO y �4 •�F ' W ASy��L�; . y hP CIVIL ENGINEERING :y z: LANDSCAPE ARCHITECTURE o'• 41846 PLANNING �o�es oNAL ENG\��� DESIGN SURVEYING 7-3-23 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 SURVEYED: XXX SCALE: HORIZONTAL: AD 1 1988 83/1 ' CITY 0 F HORIZONTAL: NAD 1983/1991 DESIGNED: SHY, DRAWN: AR RENT 0 N ONE INCH DATU M CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SHY SCALE ACCORDINGLY 9.1 RECORD DRAWING R-412404 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ✓ANUARY 2020 TESC NOTES PAGE: C2.31 T: 4 OF: 14