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LLJ U) Z LJ J �I D Q O w J Z W W a: 0 W z W t JOIIM>t N PUM MMtc MAIL N OPLMD AT llt i 6111111111 Q f>�a1T1GATTA0H1 i+AriCTDIIONi i r rmAu 1199T W A CMIM E 003WAMM Tnr Ar v1■tE �AeoAar III 2•Ldt' 8Y i� 4a. VIHRE CNR EOUNYALENT, IF I TANDARO ` STRENGTH FA■RIG UED FILTER FAMW -� 1 1 I I �I MMNMIUM 454" TRENCH 9ACKFILL TWNCH VOT'H NATIVE am ?W WOOD PMTS, STEEL FENM POE1fIS. AMW OR RMNALENT i Tti ,>. CF USE 1.1. SIT FgN10E RIMY BE USED DOW11MILOPE OF ALL DNPIIJ� AREAS. 1.2- OLT FBC'E r NOT IMITENCW TO TREAT fTiMTEO FLOWS, NOR 18 IVTENDED TO TREAT &ASTANTUIL AMOUNTS OF OVERLAND FLOW. AM1l FLOW MOST E CON40EIE0 THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. L OAIBII AM SMfALt�Ti011ICAlI 2-1. THEOMMME SITE MOITT NET TEE STMT M0 USTE0 BELLOW. A aWY OF THE MANUFACTURER'S FAMC: WIF01FICATIONS MOST BE 2.Z 9TM42AID 8TMWOWF1 PAIw01i6a6N ANUS MOVN3 M INCREASE THE STRENGTH OF THE RMICE. WIRE SAONGNG OR CLOWR POST EMCM43 MAY E 11011Ql1� Fat ORIi1 SIR88101TH FAE4IC IF FNLD PERFOR I MICE WARRAP" A 9TRp WER FENCE. 2.1 111 EE THE IiCE IS INrALLED. TIE OWN INN A &.NOT M NTEIEW TH4AN21I 2.4. F A TYMI.A . OLT PIINCM i U01011, THE STANDMO 411A TIIICH MRY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE E rE1.L SUIRRM AM SECURE M A TRENC1 THAT STA WWI THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. L ISIMIRZ STNO 11. ANY DAY11E: SHALL E R NFANI I MEMTI u F CONC@IIIMTED FLOES ARE EVMW UPHILL 00 THE FIBNG , THEY MUST BE INTERCEPTED AND CON WYED TO A SE13RENT TRAP OR POND. 3.1 R 13 MMW Mr TO CRErK TEE t/1EL SIDE OF 11 HE FlCE POR OF THE FENCE CLO©OMIG AND ACTBIG AS A BANNER TO FLOW AND THBII CALi O A110N1 OF ROAM PARALLNRL TO THE FACE. IF THE CGICIL1119, REPLACE THE FENCE OR ReNDVED THE TRAP ART. 34. SIT MIST M F�®IMWI �I W 6 @CH W HIGH. L& F TIE FILTER FABRIC " E) IMB DEIM1NIId1ATED DUE To ULTRAVIOLET BRiEAKDOWH, IT SHALL BE REPLACED. 0 I' L . H 1 C kr O K K S SILT FENCE M. PLAN - 814,•00 -m:IwL 2A M><i1:�71 -s II cp xI 11w J_ (ASt11dIJiSy IGQ:IC+I VA oil Eft u;DRICS W 1 LP I'lA1MM Mr11 r it rA Uis' 1 3 �� : AAMOd1 m 45TA' 34731s�15 _�I;Lles. wk raw s- imalr.4wic ewI ILIaIAL SMUw I L:.SpIlO6R1; b11L KV 51APA2i1tDsMWKM WWAG 1!4i 1 l ULMI;As I vim 4'.0 Wit. tMivll:IP I k Ak31Y 1�/1�• -! 1 A . LL ARIA 2.Z 9TM42AID 8TMWOWF1 PAIw01i6a6N ANUS MOVN3 M INCREASE THE STRENGTH OF THE RMICE. WIRE SAONGNG OR CLOWR POST EMCM43 MAY E 11011Ql1� Fat ORIi1 SIR88101TH FAE4IC IF FNLD PERFOR I MICE WARRAP" A 9TRp WER FENCE. 2.1 111 EE THE IiCE IS INrALLED. TIE OWN INN A &.NOT M NTEIEW TH4AN21I 2.4. F A TYMI.A . OLT PIINCM i U01011, THE STANDMO 411A TIIICH MRY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE E rE1.L SUIRRM AM SECURE M A TRENC1 THAT STA WWI THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. L ISIMIRZ STNO 11. ANY DAY11E: SHALL E R NFANI I MEMTI u F CONC@IIIMTED FLOES ARE EVMW UPHILL 00 THE FIBNG , THEY MUST BE INTERCEPTED AND CON WYED TO A SE13RENT TRAP OR POND. 3.1 R 13 MMW Mr TO CRErK TEE t/1EL SIDE OF 11 HE FlCE POR OF THE FENCE CLO©OMIG AND ACTBIG AS A BANNER TO FLOW AND THBII CALi O A110N1 OF ROAM PARALLNRL TO THE FACE. IF THE CGICIL1119, REPLACE THE FENCE OR ReNDVED THE TRAP ART. 34. SIT MIST M F�®IMWI �I W 6 @CH W HIGH. L& F TIE FILTER FABRIC " E) IMB DEIM1NIId1ATED DUE To ULTRAVIOLET BRiEAKDOWH, IT SHALL BE REPLACED. 0 I' L . H 1 C kr O K K S SILT FENCE M. PLAN - 814,•00 �t!#4w� wozo5 of All �` I O 4610,X.14 A TFNS = STWNM,Ta 1 AST1,A rrtA ► : f0 rs M STEMS -: E- 0NCATIOA A5TV D*32 3D4 WA.X I 1 rN iu ,LST 4T.rwa I asw m7wi -Aml DMAEMA11fS SMALL N PAYED 11D IIHE EDGE 45TA' 34731s�15 OF W" t+RIOR TO OMTTALLAMON OF 7W lop } lop OOfslTFK=TMN EirRAIIIC2: TOMIUD www.esmcivil.com EVERM (4225) "7 -"W DiMPANG OF THE ROADWAY Land Surveying Land Planning R IS IE(SD THAT THE A s S♦ rK � � �� ,, ENTRANCE K CRD WWO 90 TWT ` RUNOFF ORMN6 QFF TF£ PAD �t!#4w� wozo5 of All �` I O 4610,X.14 A TFNS = STWNM,Ta 1 AST1,A rrtA ► : f0 rs M STEMS -: E- 0NCATIOA A5TV D*32 3D4 WA.X I 1 rN iu ,LST 4T.rwa I asw m7wi -Aml 4w m Ki 45TA' 34731s�15 J S STA V 71ARC SIC' = 51Z Z OdIMI AIW IIWT/ILjAI�I 21. HOG MAIL (WOOC► §A� MIU I MAY E SU011511 I I U I w FOR OR COM BIHM VATH GIU AIRY WALLS IN ARIES THAT WILL DOT BE UED FOR PIERIIIIAN1w ROAM- HOG FUEL Re NOT 1111pr n EMOE0 FOR ENTRANCE STABILIZATION N UAR M AREAS. THE IRILWPECTOR MAY AT ANY IM ROOM TIE UK OF OUAMY SPALLA F THE HOG FUEL IS NOT PRE VEIIf M BEDIRYEINfr mom BEND TRAcxm ONTO PIAV fT OR F THE HM PAIL K Salle ca1rIIND ONTO PAVE ff. 2.2 FENCOM94MIMPATALLWAS NEME111111AW TO RESTRICT TRAFFIC TO 11 E CONSIMCTION ENTRANCE 2.1 I M3Wt4ER POSE. TFE @fTAAMCE MALL BE CDWv UCTED ON A MM, 001i1PAICTED SMRADE. 7HO CAN SUBSTANTIALLY M AE THE MIR01EMNSCWTINE PAD Im too" THE NEED FOR MANTEN/INII•.E. 3. fT>MIAIRRC! 1 NIA 11 wOi 3.1. QUAWY WOOS SHALL BE ADO® F THE PAO IS NO LONOM N A=*V)lANCE MATH THE SPECIFICATIONS. 32 F THE WffIWDE t NOT PIIEVBfTM10 S�EMT �eI IS TRACKED CNlfTO PAVEMENT, THE! ALTERNATIVE MEASURES ES TO KEEP THE STIEM FlBS OF SEOBENT IHMLL BE UBEO. THIS AMY N1CLUM STMET SMIEERM, AN INCREASE IN THE DwElISIONd OF THE EMTI #A=. OII TfW 06TALLATI1 OF THE WHM MAN. F VAMP *W IS USED. IT VI W DONE ON AN AREA COVERED WITH C RUI RM RCKK AND 1111IN4ID VATJM SHALL 0!Mlti TO A SEDIMENT TRAP OR POND. 3d ANY SION01iIIT THAT 13 TRWAMW ONTO FAVE :NT SwAIL, BE REMOVED INN EDNTELY BY SMREEPNG. THE SEDIMENT COLLECTED BY WAVEPNa SKALL BE IBIpM® OR STAN&® ON Off . THE PAVEMENT OWLL NOT BE MEAMED BY WASHM DOMIM THE WMEET, D11�T 4lIRREIII S»PNO W M11SleCTIVE AND TIRES IS A TRIIMAT TO PUBLIC SAPEIY. F R GARY TO V 1 0H1 THE STR 1 TS, A SMALL SUMP MLJSf E CONDUCTED. THE @E�R WOULD THEN BE WASHED MO THE SUMP WHERE rT CAN BE CONTROLLED AND D1111101N1KfED APPI110~1 ELY. 3.4. ANY OLWJW SPALLS THAT ARE LAOSEMED FR M THE P1AD AND END UP ON THE ROIADWAY SWILL BE REMOVED MbED1A115LY. 85. IF VEHMM AM ENTEIWIO OR EWMG THE SfTW AT POINTY, OTHER THAN THE OCINSTRUCTI ENTRANCEP). FENO N}G 0 4ALL BE 11WTALLEID TO CONTROL TIIAFFIC. I' L. H 1 C W OR K IN STABILIZED DEFARTMEY T E cr Z workrV oays odor. YOU ob 811 u... lAdw9r,ou,d l oaftn c«Mw aDOLMcawN SM. PLW - 816.10 MAPC--� 200h 2:1 SLOPES f'} �s 5 DOCK MUST OOMM'LETELY COMA! THE aarrau AM s MS OF THE WCH T1 (� L - 71 E D19TANM 2LM21 THAT POOM A AND O AM OF BMW ELE11KIM a / i L r ' Ncrrm 1. COMDrTION OF LME 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO IMO FROM PONDS, OR TRAP& 1.2. To CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AIEAd AROU ND THE SITE TO A NON- EMOSIVE DACIYNEE P wr. 2. 1WNTWNAMCE STANDAiN 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 80 THAT THE CHANNEL N RE'BTIORM TO ITS ORIGINAL DIMM CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIOMS OF SCOU RM AND EI1106M OF THEM AND MM M F SCGOUWQ ARID EMOSION HAS 0=RRED, AFFECTM AREAS SHALL 143E PROrrECTro BY Rtlrw OR Md EIBDaON CIRIMOL BLANKET. 1' L. H 1. C 1e0RKI CNECM DAPS SM. PLAN - 817A0 DEFARTI EYE C OPEC" PAAkC'-A Ar �. OI AKWE GIUM - -\ TNIA GRATE FIRAME }5 ! 9EDIMBiTANDl7®1:9 -.. a -'- - OIIENi.DAN lNAA1A r L � aELOW IIEEr 911M7E DE11ft,E F L7Ei� J' II � 1 5 1 r 4 • IIECTION VLW DROJVE GMIE RECTANIGLILAR GRATE 11IM MINA �`� t mmm(rv*.I J\ l . \`1 Ni BELaMr MEET GRATE nEYICE '; olrrFtR,ow 6rP,Ar t�J 1A 11 IMB>tT>•i ti� NgTRlls 1 _ 91= Ow ftftw W40 Ntw Dg (SHED! ibrt o alolwt tewra>rnKkwe a tr arAw 2. The BIRO ~ hlllYa a bu&w Ngh-aw nlNief splUm (ollrftw bypAN} 3. The latletlai sin mod ebbw IfomrM d the SIB Mmnt Opill!IE the adaeord omrAVill. 41 Pfadam nmintAn in aaowtl■IIw v0 Skwid■Id piaS- M.Xift I' L . H 1. C V O K K S CATCH EJUNN FILTER SM. �M - 216M DEFARTME T PAARC-i 200h o FWT sueAffrK I EMLY CLEAIM ! CItlIDm IMAR S1NMRAL 2 PLAN CHMIOE /1 3 PLAN CMWICE 4 AMMt SIJ@Mf1TAL N0. REVISION ` 1..91401- - *.I IuROr1I - f ' C T J J RISER PPE - r Y `t tit PEE CREST OF 8 MNV. WIDTH aPLLtt1ySY);KIIIGI( SPILLWAY OMAT TV WIN �I' TtHltall ttAOC - 1- VON. EM MIIQMTCONIVGM 1696. EtAIRl�14 OQ11112E r 5ti 1' _ _ - _ - _ - j PEt:WW 1M1ERML8 RICH AS ORAVIL OR CLEAN 9MID SWILL. HOT W UWD. FL � T =r - � I -I I -I I - I I I- I I III- • fr -� �� _ +� aT FENO� I- INN ItTaRR�G tN INS04AAWTO STABILUED BoUTAALA3rr MWER gono�T IE RAW ootw - -TANtx, UUR ET aR LEM SPREADER � NORW 1. caRlorf of USE 1.1. A SEDIMENT POND SHALL E LGM `WNM THE 10061 TRMIJrNYt3 DFiAINACE AMA 18 3 ARSES OR MCINE. 2. oN 4010 BtTALLAU=10111 ,7CATitNr 2.1. THE POND SHALL BE DMOM INTO TI Ib RIOUIWLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLIO�/0 MOVEMENT OF MRNTER BETWEEN CRIS THE DMOER SHALL BEAT LEAST ONE HALF OF THE HE 12MT OF THE RISER. MIRE -BACK 2-TD S FOOT MIN& EXTRA STR@WM FLTIJL FAN IVC SUPPORTED BY TREATED 47(4"* MAY BE USED AS A DIVIDER. ALTERNATIVELY. S'TPJMD STRAW STILES SNUFF® WITH FLTER FABRIC WRY BE UOED 22 E 11E PCM t 1101E THAN B FEET 10ill P, A Der �INIBM MIST BE PROIX) ED. 2.2. TO AD N DETEAMINd0 SEOMW DEPTH, ONE�OOIT INRTERI/ALS SHALL BE PROMINENTLY MARIED ON THE RIER. i BTAISIAA� 3.1. SEDB@fT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 32 ANY DAMAGES TO THE POND BEAINi@rY! OR SIMPLES SHALL BE REPL ACED. E I' L. H I . (; Tr () K K ti TD S. PLAN - 216.00 � SEDIrEMT POND PLAN YIEw N1 A 200h DEPARTMEr� T A/� 1 MOl i L�AEL aDWTM - �/T 2:1 MINX. SLOPE 50%9 VNIGM �11111 ON SLUM GIMOEArr 10101�10111 1. 1010111111101110111 OF USE 1.1. R6OUIFED AT: 1.1.1. THE TOP OF PL.L SLOPE$ N E WAM OF 31HA V ANO WITH MORE TH M 20 FEET OF VERTICAL RELEF. 1.12 AT MM" ANY SLOPES THAT EXCEMS THE NAB ISK MB VECIFIED BELLOW. AVB AGESLOPE CONSULTING ENGINEERS LLC FLOWPATH LENGTH 334M 8th Avenue South I ® I I I 3 -3% Suite 205 ' 10 TO :1V Federal Way, WA 98003 2W FEET FEOE11i1L tMY (253) ii -RIPS www.esmcivil.com EVERM (4225) "7 -"W Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #258 -044 -013 2:1 SLOPES f'} �s 5 DOCK MUST OOMM'LETELY COMA! THE aarrau AM s MS OF THE WCH T1 (� L - 71 E D19TANM 2LM21 THAT POOM A AND O AM OF BMW ELE11KIM a / i L r ' Ncrrm 1. COMDrTION OF LME 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO IMO FROM PONDS, OR TRAP& 1.2. To CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AIEAd AROU ND THE SITE TO A NON- EMOSIVE DACIYNEE P wr. 2. 1WNTWNAMCE STANDAiN 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 80 THAT THE CHANNEL N RE'BTIORM TO ITS ORIGINAL DIMM CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIOMS OF SCOU RM AND EI1106M OF THEM AND MM M F SCGOUWQ ARID EMOSION HAS 0=RRED, AFFECTM AREAS SHALL 143E PROrrECTro BY Rtlrw OR Md EIBDaON CIRIMOL BLANKET. 1' L. H 1. C 1e0RKI CNECM DAPS SM. PLAN - 817A0 DEFARTI EYE C OPEC" PAAkC'-A Ar �. OI AKWE GIUM - -\ TNIA GRATE FIRAME }5 ! 9EDIMBiTANDl7®1:9 -.. a -'- - OIIENi.DAN lNAA1A r L � aELOW IIEEr 911M7E DE11ft,E F L7Ei� J' II � 1 5 1 r 4 • IIECTION VLW DROJVE GMIE RECTANIGLILAR GRATE 11IM MINA �`� t mmm(rv*.I J\ l . \`1 Ni BELaMr MEET GRATE nEYICE '; olrrFtR,ow 6rP,Ar t�J 1A 11 IMB>tT>•i ti� NgTRlls 1 _ 91= Ow ftftw W40 Ntw Dg (SHED! ibrt o alolwt tewra>rnKkwe a tr arAw 2. The BIRO ~ hlllYa a bu&w Ngh-aw nlNief splUm (ollrftw bypAN} 3. The latletlai sin mod ebbw IfomrM d the SIB Mmnt Opill!IE the adaeord omrAVill. 41 Pfadam nmintAn in aaowtl■IIw v0 Skwid■Id piaS- M.Xift I' L . H 1. C V O K K S CATCH EJUNN FILTER SM. �M - 216M DEFARTME T PAARC-i 200h o FWT sueAffrK I EMLY CLEAIM ! CItlIDm IMAR S1NMRAL 2 PLAN CHMIOE /1 3 PLAN CMWICE 4 AMMt SIJ@Mf1TAL N0. REVISION ` 1..91401- - *.I IuROr1I - f ' C T J J RISER PPE - r Y `t tit PEE CREST OF 8 MNV. WIDTH aPLLtt1ySY);KIIIGI( SPILLWAY OMAT TV WIN �I' TtHltall ttAOC - 1- VON. EM MIIQMTCONIVGM 1696. EtAIRl�14 OQ11112E r 5ti 1' _ _ - _ - _ - j PEt:WW 1M1ERML8 RICH AS ORAVIL OR CLEAN 9MID SWILL. HOT W UWD. FL � T =r - � I -I I -I I - I I I- I I III- • fr -� �� _ +� aT FENO� I- INN ItTaRR�G tN INS04AAWTO STABILUED BoUTAALA3rr MWER gono�T IE RAW ootw - -TANtx, UUR ET aR LEM SPREADER � NORW 1. caRlorf of USE 1.1. A SEDIMENT POND SHALL E LGM `WNM THE 10061 TRMIJrNYt3 DFiAINACE AMA 18 3 ARSES OR MCINE. 2. oN 4010 BtTALLAU=10111 ,7CATitNr 2.1. THE POND SHALL BE DMOM INTO TI Ib RIOUIWLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLIO�/0 MOVEMENT OF MRNTER BETWEEN CRIS THE DMOER SHALL BEAT LEAST ONE HALF OF THE HE 12MT OF THE RISER. MIRE -BACK 2-TD S FOOT MIN& EXTRA STR@WM FLTIJL FAN IVC SUPPORTED BY TREATED 47(4"* MAY BE USED AS A DIVIDER. ALTERNATIVELY. S'TPJMD STRAW STILES SNUFF® WITH FLTER FABRIC WRY BE UOED 22 E 11E PCM t 1101E THAN B FEET 10ill P, A Der �INIBM MIST BE PROIX) ED. 2.2. TO AD N DETEAMINd0 SEOMW DEPTH, ONE�OOIT INRTERI/ALS SHALL BE PROMINENTLY MARIED ON THE RIER. i BTAISIAA� 3.1. SEDB@fT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 32 ANY DAMAGES TO THE POND BEAINi@rY! OR SIMPLES SHALL BE REPL ACED. E I' L. H I . (; Tr () K K ti TD S. PLAN - 216.00 � SEDIrEMT POND PLAN YIEw N1 A 200h DEPARTMEr� T A/� 1 MOl i L�AEL aDWTM - �/T 2:1 MINX. SLOPE 50%9 VNIGM �11111 ON SLUM GIMOEArr 10101�10111 1. 1010111111101110111 OF USE 1.1. R6OUIFED AT: 1.1.1. THE TOP OF PL.L SLOPE$ N E WAM OF 31HA V ANO WITH MORE TH M 20 FEET OF VERTICAL RELEF. 1.12 AT MM" ANY SLOPES THAT EXCEMS THE NAB ISK MB VECIFIED BELLOW. AVB AGESLOPE SLOPE PERCENT FLOWPATH LENGTH 2011 3 -3% 300 FEET ' 10 TO :1V 5103s 2W FEET 14 T Iq H: 1V 1aZ-ra 101) FEET 2 TO 4 H:1V ZS AN 1 50 FEET L 06810111 AND NItTALLATgM SPE NFICIITIOMB 2.1. FOR SLOPES STESPE111 THAN 2R IV V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE OONSTRLCTW OR CLOD SPICED N I EPICEPT40R $MEALS" MAY BE USED. THE UESM ME11$URE MOST BE DESIMED BY AN EMCSNEER TO EFFECTIVELY INTERIM" THE HNIH VELOCITY RUNOFF TO A 8MIMENT PORID OR TRAP. 22 COW nRLCIM TIUIPrIC OVIM I DRAW SHALES SHALL BE MNIMRCD. 3.1. DAM A®E AEStL ?MIA FF M RUNiCF1: OR C0N9r 01CTWN ACTMTY SK LL BE IEPAFM 111AIEDIATELY. 32 FNS DO Wr FAIRLY RETAIN sTIORM PkJNOW, THE CAPACITY AND/OR FWQXMY OF THE $WALES SHALL BE PL.H1. C VORKIN INTER S CEPTC11R ALE MD. P - 817.10 DEF_ARTMEr T VA I - ODE ADECIU►TE SIF1Ar� a• 7z. lldnAL� L Him D e PERFORAIM P4LYETHYLENE DRAINAGE TUMIG, 06VA IER MIN. 2" LARGER THAN DEIMATER WR ( RIME TU!lING SHALL CQENPLYI wrrH PATINA RW AW AASMT0 Y294. SCALE: vERT)CA1, NAVD 19(% HORIZONTAL: NAD 1983/1991 � C1 TY OF RENTON ONE INCH DATU M AT FULL SCALE Planning /Building /Public Works Dept. IF NOT 014E INCH SCALE ACCORDINGLY { :11`0 "A. UYATERTIOHT OBwRTEIMM CwitC< acmmw" OC1UI'LIIIG TACK WARD _ N iaB iV♦ rl - U�ll AS MW GLQiA1OM r r MIA& AuEMNIFI IELT. WEVIL VANES 111111110W FLOTATM ` AND 111E IMr E li T'O 2.. -I EP Dr, t-V a1D. PLAN - 81&10 I'L.1�1. {; N5'�r {)KKK *lDirlNT F'O� DEF_ARTME T �SlR �T�L Dripl irlE s 1 t I --Z i 6 Ft. Temporary Chain Link Fence •• • A' 1 •�• • _ •I' ���� I t` One sign per 50 feet, (minimum of 2 signs) TREE PROTECTION FENCE DETAIL NOT TO SCALE 1 1 1 1 1 CHECKED FOR COMP CE TO CITY STANDARDS GREENLEAF GRADING & T.E.S.C. DETAILS UTILITY PERMIT #14004398 12/3%1 GR -03 SII OF: ODE ADECIU►TE SIF1Ar� Z lldnAL� L :11`0 "A. UYATERTIOHT OBwRTEIMM CwitC< acmmw" OC1UI'LIIIG TACK WARD _ N iaB iV♦ rl - U�ll AS MW GLQiA1OM r r MIA& AuEMNIFI IELT. WEVIL VANES 111111110W FLOTATM ` AND 111E IMr E li T'O 2.. -I EP Dr, t-V a1D. PLAN - 81&10 I'L.1�1. {; N5'�r {)KKK *lDirlNT F'O� DEF_ARTME T �SlR �T�L Dripl irlE s 1 t I --Z i 6 Ft. Temporary Chain Link Fence •• • A' 1 •�• • _ •I' ���� I t` One sign per 50 feet, (minimum of 2 signs) TREE PROTECTION FENCE DETAIL NOT TO SCALE 1 1 1 1 1 CHECKED FOR COMP CE TO CITY STANDARDS GREENLEAF GRADING & T.E.S.C. DETAILS UTILITY PERMIT #14004398 12/3%1 GR -03 SII OF: �C1 1 �1 >C � T T - "z D O D Z Z C 3 o� M 0C 0C ) j O < r 77: W O L Z C D �C1 1 �1 >C � T T - "z D O D Z Z C 3 o� M 0C 0C ) j O < r 77: W O v