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WNR"ISM10tTAMDARGB 2, @ABTTENARe,EST PROTECTION <\ 0 e.' . , A .. 1LkT' �i1 4 7iL"§I (aAk F G�A__ -. _ E $el1'AJ:Y,IBE"u_N FEa SEP- 22: THE CHECK 6ARf,SHAi.L BEIDFMMM OWSIOM WISCOLIRHiEdAMERDS N OF THE BEDS NCAANKS. FWWORGY €ROS:',r' HAS i47�d �iCT�4h$ ice,: ea F'6��:''>�o$Y'it.�P.�AP's�R.+va s�Rc�P_,�1'�u�', �4!�f?�7•v �3" GSBC sTDI c 1217.00 sue., - M.10 :�' ,. - 811'4 '•.d ,,., IVry}iT?' �s PNTERCEPTOR DI�KL .I, 1� INTERCEPTOR SWALEi h V i�l" -I "t�l"' CHECK DAMS SPACING AND CROSS SECTIONS 1 NTS �'r }�H NTS<. _,. E=1T �,g NTS 7 NTS CITY OF RENTON STD 217.00 - INTERCEPTOR DIKE 5 CITY OF RENTON STD 217.10 - INTERCEPTOR SWALE 6 CITY OF RENTON STD 217.40 - CHECK DAMS SPACING AND CROSS SECTION TEMPORARY EDGE PROTECTION EX GRADE PROVIDE 12'> 6"-12" PERFORATED PIPE AS NECESSARY OVERLAP OF FABRIC TO TOP OF PIPE SHALL BE 6" MIN PROTECT ABOVE GRADE u PERMEABLE PROVIDE SOLID COVER STRETCHER BAR z SADDLE CLAMP O BOO O BOO BOO O ODO oa LAYERS RUNOFF WITH SEDIMENT DISCHARGE TO STORAGE p TANK VIA TEMP FORCE (N) (nP) ASSUME ° ° ° MAINS O O O 0�00� 0�00 00� 0�00�00�00� EXCAVATED 5% 000 00 000 o0oa0 ca 0oa0ooa00oa0o 12">0 ° Oda �O�a a �OQ �OQ OQ OQ �OQ D00 DOv oo TO 7.5 SUB -BASE OOoo OOoo 00� 00 000)000� 000� 000� 000� 000( BELOW 0�00� 0�00 00� 0�00�00Cl>00�00� GRADE FOR c' ao0o00 0 000 0 000 00C 0 C 0600. 00 000 0�00 0 PERVIOUS 000000�O 0�0 PROVIDE 12 MIN WASHED ROCK OPVMT O PROVIDE AROUND PERIMETER OF PIPE FABRIC TYP oa0.o�oa0�0 a0�o0 O�OOOQO �0o0�0o0��0O0��0 O�OOOQ0�00 ALL EDGES j1 ° ° ° ® WRAP WITH PERMEABLE ° ° ° 00�0 , I, //%//%///%/ // //%///%////%//%//%//%//%//%//%//%//%//%//%//%//%//%//%\//%/i z i °�Ooo ° ° ° FILTERED o000 24 -36 PVC 0 R H DPE PIPE // ��� RUNOFF W/ 2 DIA WEEP HOLES OR SUBGRADE RECEPTOR 12" QUARRY SPACES GEOTECHNICAL o �� 0�00 ° ° ° p oo APPROVED EQUAL 7.5' BELOW EXISTING TEMP SEPARATION FABRIC TO ENGINEER TO REVIEW "� % gj0 ° ° ° 0 \�' R 3 9 8 73 2 ------=i------i-i-i i-�r� GRADE. PROTECT SUBBASE AND APPROVE / °0� ° ° ° _ 000 WIRE TIES I� 1I II; II; II 11 iI II II -I -III-III-III-I I -I I I -I I I -I I I� i,I I -I I' RECHARGED BED 0� o ° ° ° r - - - SUBGRADE TO BE �c0� =III-III-III-III=1 III- -III-III-III III -III -III- NON WOVEN GEOSYNTHETIC FABRIC MATERIAL CONFIRMED BY 0 0 0 ° ° ° 00 PER WSDOT 9-33.2(1) REPLACE AS ;o°o�o� ono°��i IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 x 2 MESH, 11 GAUGE GEOTECHNICAL 0 °° � 0 RECOMMENDATIONS 36 MIN RECHARGE BED NECESSARY WHERE �000 MIN PROVIDE SECURE 00� / EX SUBGRADE MATERIAL FOWLED BY SILT OR Oo ATTACHMENT AROUND OTHER DELETERIOUS ��j ° ° ° CONCRETE BLOCK ENTIRE FENCE PANEL RECEPTOR SOIL GEOTECHNICAL ENGINEER MATERIALBY WATER LEVEL TO REVIEW INSTALLATION ( MIN 80 LBS NOTES: OTHERS) SUMP PUMP AND MOTOR 1. REFER TO DETAIL 12 SHEET C4.2 FOR HEAVY DUTY PERMEABLE PAVEMENT NTS SECTION FOR ADDITIONAL INFORMATION. NTS CONCRETE BLOCKS NTS CONSTRUCTION FENCINGJ. SUB -BASE FOR PERMEABLE PAVEMENT O SEDIMENT SUMP & PUMP OY WASyt `q SURVEYED: SCALE: DATE: 1932 First Ave ti , �c HORIZONTAL: ONTA�L-.:NAD 198 /199, FIRE STATION 15 4/30/2019 Call 3 Working Days Suite 201 Before You DIG! `' �� �' DESIGNE : 1 -20 CITY OF 1404 N 30TH STREET Seattle, WA 98101� PIAELDBOOK: - DRAWN: RENTON p. 206.725.1211 ^CT DRAWING N0: og, -;)6 �� 07666R�� �� SMN ONE INCH DATU M RENTON, WA 98 56 f. 206.973,5344 ��of s ti CHECKED: Planning/Building/Public Works De t AT FULL SCALEDept. 01.04 �SIo IF NOT ONE INCH engineering pllc www•lpdengineering.com 1-800-424-5555 NAL N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TESC DETAILS SHEET: 5 OF, 18 0 2 O 1 ` 0 a J n i n V Tf i w cr LL