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HomeMy WebLinkAboutS-050905II J i� rn N I 0 3 0 0 0 c� M PROPERTY LINE SIDE SEWER STUB BUILDING SEWER TO PROPERTY LINE o z � I � � i� J rTEE- 2 "x4" STUD SERVICE MARKER wI PAINT UPPER PORTION WHITE zI AND STENCIL WITH 3" HIGH -' BLACK LETTERS WORDING 'SEWER" AND AS -BUILT DEPTH OF STUB OUTLET TO NEAREST TENTH 0' -CAP SIDE SEWER STUB a 6" SIDE SEWER AND BUILDING SEWER PLAN 25' MAX ANGLE WITHOUT CONCRETE BLOCKING / - 2. MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION TYPICAL SIDE SEWER DETAIL g SCALE: 3/4 " =1' -0 NOTE: SIDE SEWERS SHALL BE LOCATED IN THE FIELD BY THE CITY OF RENTON SECTION WHERE OVERLAY REQ'D SECTION WHERE OVERLAY NOT REQUIRED NEW AC PAVEMENT CL "B" AC PATCH 3 "MIN 1" CL "B" AC MIN OR 1" GREATER THAN EXIST MATCH ORIGINAL raenr Alin cl nor /f-SEAL SAW CUT LINE EXISTING AC 6" PAVEMENT MIN TYP AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER -- I I E I 1 I I Y / I 6" OF 5/8" CRUSHED ROCK LIMITS OF TRENCH AC PAVEMENT RESTORATION DETAIL B SCALE: 1 1/2"=1 _0 o 60' ALLOWABLE MAX FOR DUCTILE IRON PIPE CONCRETE / TYPICAL TRENCH SECTION BLOCKING CITY OF STD 1:3:5 5 MIX MIX N� / f z i� a HORIZONTAL NOTE: UNI ESS OTHERWISE SHOWN ON PLAN, SIDE SEWER 6" 6' SIDE OUTLET TEE SHALL BE BUILT SO THE INVERT ELEV AT THE CENTER OF THE BACK OF THE HOUSE CONC BLOCKING ANGLE IS 5.5 FT BELOW HOUSE ELEV OF TEE AT MAIN OVER 25' ELEVATION 25' MAX ANGLE WITHOUT CONCRETE BLOCKING / - 2. MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION TYPICAL SIDE SEWER DETAIL g SCALE: 3/4 " =1' -0 NOTE: SIDE SEWERS SHALL BE LOCATED IN THE FIELD BY THE CITY OF RENTON SECTION WHERE OVERLAY REQ'D SECTION WHERE OVERLAY NOT REQUIRED NEW AC PAVEMENT CL "B" AC PATCH 3 "MIN 1" CL "B" AC MIN OR 1" GREATER THAN EXIST MATCH ORIGINAL raenr Alin cl nor /f-SEAL SAW CUT LINE EXISTING AC 6" PAVEMENT MIN TYP AS -BUILT INFORMATION PROVIDED BY INCA ENGINEERS, INC. ROBERT S. CUSTER -- I I E I 1 I I Y / I 6" OF 5/8" CRUSHED ROCK LIMITS OF TRENCH AC PAVEMENT RESTORATION DETAIL B SCALE: 1 1/2"=1 _0 o TYPICAL TRENCH SECTION TYPICAL TRENCH i� a SECTION io z 12 i I CONCRETE CUTOFF it it III I �y g MIN I I i DAM CL "C" CONC H — FILTER FABRIC MATERIAL I 12* MIRAFI 10OX BIDUM OR y y L -9�-44 J MIN I I EQUIVALENT I fl " iV II `o III III STAPLES OR WIRE H 8 "S DRAIN RINGS (TYPICAL) 1.1 4" PIPE " x 2" x 14GA PLAN SEE NOTE 10 SECTION I ! //I / 12 WELDED WIRE H FABRIC 2" x 4" 4' oc OR EQ CONCRETE CUTOFF DAM iW DETAIL 5 II II II 16 II II 0 NO SCALE !I II /BURY II II II II II I! BOTTOM OF FILTER If II m 11 WASHED 11 i i14 DUCTILE IRON TEE I FABRIC MATERIAL ON I ! GRAVEL I I MJxMJxMJ II 8" x 8" TRENCH 3/4' -1 1/2" it TRANSITION I I I I MINUS DUTILE IRON PIPE ON COUPLING SEWER U U U UNDISTURBED SOIL TO FIT LINE PLUG MJ WITH GASKET SILT FENCE BOTH CUT IN HALF ELEVATION SILT FENCE 18" DETAIL 5 MANHOLE WALL SCALE: 3/4 " =1' -0 ° CLASS C CONCRETE REVIEWED FOR COMPLIANCE WITH CITY STANDARDS DUCTILE IRON 90' BEND MAPE PLAN REVIEW NOTE: DATE DROP PIPING TO BE SAME TM_ per %pA E!� SIZE AS INTERCEPTED SEWER. DROP PIPING WITH BLOCKING PER WASTEWATER COMPACTED COMPACTED MATERIAL AS CITY OF RENTON STANDARDS DIRECTEDBY ENGINEER. CEM CONC CLASS B 1 1 � - � (- /2) CITY OF RENTOP t DEPARTMENT OF PUBLIC W SIERRA HEIGHTS DROP STRUCTURE TYPICAL SECTIONS AND DETAI ___ - TI)--- DETAIL Brown �Y� ®�! O� Caldwell Vfi■ 1 GEN. REV. RBG MVO _2 92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NA! " Consultants DRAWN: CADD TEAM SCALE: SCALE: 3 /8 =I' -D Seattle, VVOSITlfI(jtOfl APPR. CHECKED: DATE APPROVED: AS NOTED B. GATZ m,.ec.w. v wmic "wcx FIELD 90C SHEET: NO. REVISION BY