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HomeMy WebLinkAboutR-375804W "1- 265 LO O 0 r 260 1 255 1 255 1 250 245 240 Ne 235 ,. 265 SILT FENCING ApE ••'�000 X,S��NG / E Of woo w 0 D_ 260 cr w 12 DEEP SWALE Ir0 O z Of w �z 255 0 SECTION A -A VERTICAL SCALE: Vl -- 5' HORIZONTAL SCALE: 1 " = 30' 265 SECTIC,N' B-13 VERTICAL SCALE: 1 " = 5' HORIZONTAL SCALE: 1 " _ I-) -f .CONSTRUCTION SEQU AN CE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TE"'APS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PORJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IP' ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DES. �N MANUAL AND MANUFACTURE'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASU SES OK INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE Er�OSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL B I� E UNWORKED WORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER I�AULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJEC i . ALL DISTURBED AREAS MUST BE STABILIZED AND BMP 'S REMOVED IF APPROPRIATE. CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. J':::,.'1, €S FI€..T:£R PA.BR u SPe.A bE. 8.; # " .D I't,2' 51Y 'A "a lYIM" co -z i�JA%"€'fk..+rAEaliXI+.tPi:s,�;`s .... __ _ . --- i:QU%VAi.'NT, ;r t2TAND>RD :STr -L Ni::€ tt r ABwIRL: US I Al 11C i I c:_.� i t 6* MAX A3t'wkAAt4.91'z9•Th`#:hi( -t - .. € 4:iKEt.I. ii�;.ivE;FiYVi1H PW 1 :$i^aai£., iii MAY €5::. 1 `C iI.lt 3::1. % � iATIVl_ S01. J E`xb° sVf;xt� F'La'� tiTE:�k. Yi:'YG:f. 000TIRS 1, CONDITION OF USE I 1 1. SILT FENCE MAY I3E wSE€D DOWNSLOPE OP ALL DST uRSED AREAS: 12. SILT FENCE S NOT INTFINDFO TO TREAT CONCENTRATFED FLOWS. NOR IS INTI=NDFD TO TREAT SLiWiTAN'iAl. AM0 ik- ,7 OfF 0'.4-:41.AND FI ('14 ANY CONCLN` RATED FLOW M'OSI HL CONVEY LU THROUGH THE: DRAINAGL SYSTEM TO A SLDIMLN I TRAP OR ?lf: I 2. DESIGN AND INSTALLATION SPECIFICATIC" 2.1. THE Co ..I IrX"i.E. JSEI3 MOST MST THE STJ4NErA#IC) L€:. f";;;D BELLOW ..ACOPY Of T>€L_ MA.IktJFAC;TJREfi'S FABRIC SPr(;:'.".1[,S i Ey AVA'Ek AW E ON SiTF. . 2.'. . a s ..... 22 STANDARD STiRENCTH FABRIC REQUIRES W<:RE BACKING TO INCREASE THE STIRENCTH OF THE FENCE, WIRE. BACKING OR �� .'C4 3 SPAC'NG MAY BE R:FQU RFD FG1ft EXTRA .STRE:hf5TH FASRa(' 1P FIFl:.t3 PERFORMANCE ftetRRANT'S A STRONOER FFNCi- 2 3. VVHL " E "HL F; -NCL IS 0NSTALLL D, THL, SLOPE SHALL NOT BE S` LEF°ELR THAN 2H•1V 7 I AtY� CA. S . T �NGEIS USED'. TL STAtDAtE4�� Ii„NDIMAY ��. L _ J C� LO A5.ON:AS "Thal` t30 TI U. 9 8 INC€-tL6 _ s9.. 1 r✓Nc:t £S WFLL BURIED ANCA SF -CURT" aNA TRENCH T�tAT S�IABII ` F_6 THF FENCE AND °-POFS NOT ALLOW WATER TO 8W,ASS OR UNl: F ­WINF T�4F ;u T P NCF 3, MAINTENANCE S IANUARDS 31. ANY ?AMAGF rw-HALl BF RFPAIR <,MMEDIATF.`LY 32 :F CLRCrN ; 3ATLLYLOLS ARE LfDEri UPHILL l� TML(If... IHLY MS E LL IN E LiRC'w. I. G ANU CNV Y t� T7 A SaU:hL.N .< •)M1i 3.3 iT .S .A�IPC'+IITAt�T :: €D CHECK ICT# -IF UPHILL IE'3E F Tt�ii-- FENCE FOR i OF THE E"FAIC.. CLOGGING AAiD ACTING A #7IEt T FL vY A C : t� CF O SIGNS G G ASA fiAR O CY EVTi ( THEN CAUSING C 4' ANNE€..17ATIC: N OF FLOWS £PARAti..EL. TO THE FFNCF, IF THiS OCCURS, REPLACE THF FENCE OR IRFMOVEf) THP TRAP i 34. SED iExN'T" MOS I tit" RL.MOVEL, WHEN SECT MEN r IS 6 NCHES HIGH, 36. F THE FILTER FA13RIC ;CECaTEEXTIE..E) HAS I`ETEiR!ORATED DUE TO ULTRAVIOLET B REAKLY, WN. IT SHALL BE: REPLACED f IJlii (.' `t1ri3RKr`.'9 L. 00 • A° • • • • .., • . • z• • • o -�• ,p 27460 •, o • FSS/ONAI ••�`�� 04/21/2015 NO. 3M. PLAN �- 214.00 SILT FENCE REVISION 265 265 260 260 w 0w �I 255 �I 255 Q Li w _ cl-�-. 0� 250 250 Q Vw EXISTING GRADE Y w z U � J S I SECTION C -C 245 Z wl w 4:1 SLOPE I' 240 PROPOSED GRADE ,sRIYEWAYS StiAI.LBEPAVE; It ?HI,)Gi K KUiWV>'1K*410*S1A£iA _`�;:t�'� .(NI:i1FrJf;11E;+/ rKTiiAIR;t ! av(3I1 G O; r,* ROADWAY IF US REC,'* AEhC*D THAT IH, Nom,....."^ 1- *41 Bi` G+tC7AiNtr)Si.t 1 ;A! RcM OFF JRANS OFF 0* PA -3 N VERTICAL SCALE: 1 " = 5' HORIZONTAL SCALE: 1" = 30' I low NS 'IA€ t r-R9VrYd'AY V 3 Rr PR ad 141 A'11 'ER CIN ROAD STAN`Mi' .;' r S 'J001 . Nt35 fis £'.GRE_43�EGRESS AREA 1 CONDITION OF USE I 1.' CONSTRUCTION ENTRA.NCL SHALL BE STABIL=,ZED WHEREVER TRAFFPC WILL BE LEAViNG A CONSTRUCTION SITE AND TRAVIS ONG UN PAVED ROADS OR 0Tt ER PAVED AREAS W THIN 1,000 FEET OF THE SITE. €I.£i fs il:tM. i 2 DESIGN AND INSTALLATION SPECIFICATIONS 21, HOG FUEL (WOOD BASED MULCHI MAY SE SUBST'<TUTED FOR OR COMBINED WITH QUARRY SPALLS IM ARES THAT WILL B07 BE u�>EV POR PERMANENT ROADS. HOG FUEL IS NOT RECOMMF-N'DED FOR ENTRANCE STABILIZATION IN URBAN AREAS, THE INSPLCTOR MAY AT ANY TIME RECUIRE THE, USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIER ONTO PAVEMENT. ? FENCING SHALL BE INSTALLED AS NECI-SSAR'Y TO RESTRICT TRAFFIC TO THE CONSTRU(-,NON ENTRANCE WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE THIS CAN 6UBSTANT(ALL'Y INCREASE THE E FFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE 3 MAINTENANCE STANDARDS 3,1, QUARRY SPAT LS SHALL HE ADDED IF THF PAD IS NO LONGER IN ACCORJ)ANCt WITH thl! SPECIFICATIONS 32 IF r:H E EN RAtiCE IS NOT SEDIMENT BEING TRACKS©rtv f0 PAVEMENT. THEN ALTERNATIVE vEAaL2wt TO KE " �E' I .. I� Hk" T � �. . T, ... T • M N Y INCLUDE THEE SWEEPING, AN INCREASE IN'THE DIMENSIONS � I .I 5 �L 5 RE.. OF SL;C` EIvT' SHALL BE WISED ( 5 MA CLUt)im 5 CIRI:.ASE L. C�IML.f S .Iv.� E U I.L:. �• ENTRAI�C;i`, C)R TNF Itti$ . at. LATi7hI fJF THE WHEEI WA,r9 IF WASHING IS USED. IT $Hpt i 8E DDI`±E ON AN AREA C:0VFRFI3 WITH i CRUSHED ROCK. AND WASHED WATER SHALL DRA€N 10 A SEDIMENT TRAP OR POND, 33 ANY SEDIMENT THAT IS "'LACKED ONTO PAVEMENT SHALT. 8F REMOVED IMWDIATE I Y BY SWEEPING, THE SI=I}IMFNT C0 t,FC I EI4 BY SWLEPING SHALL BE REMOVED OR S TABliZED ON SITE, I•HE PAVEMENT SHAD. NOT Iii CLEANED BY WASHING L OWN I HE S I IREE'1 EXCEPT WHEN SWEEPING IS INEHs:ECTIVc AND THERE IS A THREAT TO PUBLIC SAFETY IF IT NECESSARY TO WASH TH1- STREE I S, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOVLU THEM BE WASHED INTO THE SUMP WHERE IT CAN BE: CON I ROLL.i_D AND J ;. I I"i PP F� � T .. DSC AFIG%>� A fZC? R A ki Y 3.4. ANY QUARRY SPALLS THAI kiF .00SFNFU j-lt :M';HF : PADAND FN0 UPON THE ROADWAY S"A BF RF.M0VFi3 €V4' OiA'IFLY 3 5, IF VE=HICLES ARE ENTERING OR E XITING 7'+ t'TES AT POINTS OTHER THAM THE CONSTRUCTION ENTRANCE(S), FFNt kNG SHAI t Eat- INSTA€,L.ED TO CONTiROi rR.A;WFIC, � w6 + sir STD. PLAN -- 215.10 PL bfl(' WORKS STABILIZED • �. , -• DEPAMINEN`i' CONSTRUCTION ENTRANCE MAR(A 200I -- --� SITSCALE. SURVEY&MAPPING # DESIGNED: SCALE D.L. OFFE, P.E. _ DRAWN: D.L. OFFE, P.E. ONE POCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE AP P R APPROVED: + SCALE IICCORDMIGLY mum- AIIIIII vERnAL- , ' T Y OF HORIZONTAL: NAD 1 E83/, 9S 1 (, : � I ATON DATUM Planning/Buildings 1"lublic Works Dept. TYPI AL EXISTING TREE PROTECTION i FOR ICED. '8" STRUCTURAL. HT STEEL POST 2' BELOW GRADE I1 GAUGE iZED CHAINLINK I. SET POSTS 10' MAX. R-375804 S H E L D E N SHORT PLAT 03/09/2015 nELlX30 K. SCOTT DONOGH HOMES, INC. ' PAGC EROSION CON EI'. \OL DETAIL & NOTES ' wNa No - 1318 KENNEWICK AVENUE NE SHEET:4 nr i <T ! r . N