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HomeMy WebLinkAboutS-195602N TERSEC7i ON S;rA 0-A0* &ZA"'T --- --- ------- + 0 0 a t _- --- --- - -3�4`E,'-70N AVZ . NE END CONSTRUCT ION + —T-7- �!p 9 TH W �4 Typ NL ow GE 429. ar 0' F TEST !III 0+4,3'5 AVERAGE'PEaC RATE ERJ MIN. DRY WEt� AF,. EA,' C8 - SOIL LOG Y 0 - 81' TOP -601 8 18" LOAM -51 301! SAND, --j pa 30 - 36' S, �O g O TRACE .%- X-' t gin 0 0 10 pv&! 1+10 v�.VLF S tE - .4 #�'y r4 _{ ..:_i IP _ \ G 10 IT-r-- TEST 412 AVERAGE PERC RATE PER -6, MIN . DRY WELL AREA; CB SOIL L 44 0 (TT) 0 - 12" TOP So 46F ZN �vl F0 K�,- rez? , p r-A j N, 2 4" LOAM' , 12 N 24 361t LOAK: K i j "N rh sr J h` N z 11 --F W --- 4Zb (v PJL +00 TYP l _ \ 0 .a} F"%3 AVE. NE i 9 th AVE�) R- -f-`T 53, n, 1-70 G 1, + 0-r yp X. FAVE MENT INK14 Ri V Ir VAME5 YAPIES MATCH EX� ice° GUTTH-R AND SIDFWALK i SEAL Ecu _-!DE WALK f�l -I- C�j V 1:, N", IN N 0i + ok, j ter I H E L 111 0 N11 A E i , L 1— N E- + (Nr,� - i K + tMf Ld w, 1,* i > I cc j Zj II z: + 11. �iz I N AN S ALE =tut C, 11', -0 +00 (L a- Z N L- W GRA, D E GRADE + N E 19th 5-1 REE-1- cy, m, z U-1 LP oil -tn 417 p '4 ao, MDNER ENGINEERS, INC. V, CONSULTING ENGINEERS 9 SINCE 1883 +00 1+00 1 citoo "o yFCfssEa� STJITE 300 e 2124 FOURTH AVENUE L Saattle, Washington 98121 A (206) 728-1883 PAVEMEN 7 2 01"1-1 ' Try -L � ASPNAi-7 iV' BANK RINI C,!�IAVS -AS-5 6 MAY B� N -r ydems CBfSUntP Min. 21 all nin. high x TAXTION 6' wide 5CGQ-J CON57RUC`TiON 'P'X 4' M I i WA SMIE0 114ET90D I? D(AGONALSAWCirr P_ I c PAvFME.%"-, 57A Z,,&M I.-RTZ Z TYPICAL STORM DRAINAGE INFILTRATION FIELD 4) 4 "" S: GRADE TRANSITION 2++! to 11,50 NO-rES: 1. ASSUMES CONSTRUCTION! OF 3000 FT"' SINGLE FLOOR EFAS7 SfDE, ONLY: FOR GROUND FLOOR AREA QREATER THAN-30DO FTk-) Ac PAVEMENT V,,j[)E.N1NG BETWEEN: I­N•iLTRA-r!ON TRENCHES4 Fj?0M Per LINE issrA's*smM16 CITY OF- RENTON CONC CURB 4 G R Lrr,-E AS- "ALT DEPARTMENT OF PUBLIC WORKS la 3 /as DON VAN PA V, YS �ONC -SIDE7WALK Sewer Plan I INLET GUTTER ELEV. JMS EX C) 2 > FIL . E - No S;Iol3 F,-,' /9MtTAP-`( a Paz; IMHT NOTr) NOTE. f�l -I- C�j V 1:, N", IN N 0i + ok, j ter I H E L 111 0 N11 A E i , L 1— N E- + (Nr,� - i K + tMf Ld w, 1,* i > I cc j Zj II z: + 11. �iz I N AN S ALE =tut C, 11', -0 +00 (L a- Z N L- W GRA, D E GRADE + N E 19th 5-1 REE-1- cy, m, z U-1 LP oil -tn 417 p '4 ao, MDNER ENGINEERS, INC. V, CONSULTING ENGINEERS 9 SINCE 1883 +00 1+00 1 citoo "o yFCfssEa� STJITE 300 e 2124 FOURTH AVENUE L Saattle, Washington 98121 A (206) 728-1883 PAVEMEN 7 2 01"1-1 ' Try -L � ASPNAi-7 iV' BANK RINI C,!�IAVS -AS-5 6 MAY B� N -r ydems CBfSUntP Min. 21 all nin. high x 6' wide 7M.SWCAI FILLED W/ sr-EEEN WA SMIE0 114ET90D I? A Z TYPICAL STORM DRAINAGE INFILTRATION FIELD 4) 4 "" S: NO-rES: 1. ASSUMES CONSTRUCTION! OF 3000 FT"' SINGLE FLOOR HOUSEA 4ARAG-E-- (DIRYW-ELL SIZE MU57 BE COMPuTF-D FOR GROUND FLOOR AREA QREATER THAN-30DO FTk-) ?-.A MI-KiMUM OF 10 FOOT-�LWIOE SPACING IS. REQUIRED BETWEEN: I­N•iLTRA-r!ON TRENCHES4 Fj?0M Per LINE issrA's*smM16 CITY OF- RENTON AS- "ALT DEPARTMENT OF PUBLIC WORKS la 3 /as DON VAN PA V, YS • Shelton Ave. NE Short Plat S4/u3 ShSanitary Sewer Plan I INLET GUTTER ELEV. JMS MHT 10-1120-85 _DESIGNED DRAWN WJJ M-5 CHECKED-! DATE FIL . E - No S;Iol3 /9MtTAP-`( IMHT NOTr) NOTE. I MY -rmt A -of