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HomeMy WebLinkAboutS-3571020 N O 0 zo Q�o D' z i (n ♦— cr Df ry 2 W Q0n 0 W z U ry J O n m OO 0 y y 2 N 9 N !Y49.fkLIiT'.•1 BACKFILL W (SEE NOTE ! BEDDING MA FOR RIGID P (SEE NOTE I FOUNDATION W (SEE NOTE 4) -jam- LIMITS OF PIPE ZONE (CLASS B, C. D. DESIGN) BEDDING FOR RIGID PIPE I—W (SEE NOTE 4) --{ UMITS OF PIPE ZONE PORTION OF THE SE 1/4, NE 1/4, SECTION 15, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2 HAND TAMP UNDER HAUNCHES 3. COMPACT BOUND MATERIAL TO 955 MAX. DENSITY EXCEPT ORECTLY OVER PIPE- HMO TAMP ONLY 4. SFE "EXCAVATOR AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WDTN "W' AND TRENCHING OPTONS. THE PIPE ZONE MLL BE THE ACTIAL TRENCH MDT1, EXCEPT FOR CLASS A SEWING, THE MINIMUM CONCRETE MTH SHALL BE 1 -1/2 I.O. + 18'. A TRENCH SACKFUL SHALL CONFORM TO "BACKDWNG SEWER TRENCHES' IN THE SANITARY SEWERS BECTON OF THE STANDARD SPECIRCATONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE SACKFUL MATERIAL 6. BEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIDCATIONS FOR THE MATERIAL SPEODCATONS. 7. SEE "BEDDING MATERIAL FOR BEASUE PIPE" IN THE AGGREGATES SECTION OF STANDARD wEODCATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING MATERIAL BEDDING CLASS DESIGN DIMENSION CLASS A CIA58 B CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • 2ER0 B 1/4 O.D. 1/2 0.0. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - BEDDING MATERIAL EX C8 • A = 4" MIN, 27' I.O. AND UNDER FOR FLEXIBLE PIPE U 2.46 12 "Y{ 6" MIN. OVER 27' I.D. (SEE NOTE 7) 4 PIPE BEDDING FOR SANITARY SEWER FOUNDATION LEVEL 'Ly14::5DQOZO ADOPTED T Fg 4445OW40 LOT 5 ?T- g14a45ccusq rnr w 91D.TDN BfIHDAIm PYNB SP CORNER O CONCRETU: (CLASS F DESIGN) 18P DAM 4/97 BEDDING FOR FLEXIBLE PIPE z-s -w R.mW " 4 Te 6 Rama "M. a xa - -- 0_' ( REVISION BYlAPPRa DWG. NAME: BW18C SP PAGE: B077 EL m 324.W' �7 PIPE BEDDING FOR SANITARY SEWER VOL 72. PAGE 56 V EL m 420.06' -12"C 1 j w j w 00, 1.5' RT w N ( wj N 1- INN EL °^ a2D25`-T "c m p + o CLEANOUT m + ( % r -INN EL ®aas.so' -sz °c '? o� IROMI- R1N62VAC©V81W, 6" BUILDING SEWER PIPE PROPERTY LINE 'AINT UPPER SIDE BLACK LETTERS. THE STUD AND STUD. r 1 FUTURE �•/ j BUILDING SEWER L TEE WITH 6" SIDE OUTLET 6 "x6 "x6" WYE WITH A SURFACE �K I CLEANOUT WITH CAST IRON RING GO 6" SIDE SEWER AND BUILDING SEWER DW, AND COVER (SEE DETAIL DWG. 403.1) I c u UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS _O WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. R VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND Cl 6d' ALLOWABLE MAX. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 0 SURFACE CLEANOUT $g 1:3:5 MIX &SEWERMAIN s& W CAST IRON RING & COVER -a CONCRETE LN / " BLOCKING w pt��gv (SEE DETAIL DWG. 403.1) Q CON Z96 MIN SLOPE EE / HORIZONTAL LSEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) $ NOTE: ADOPTED < UNLESS 3-5' OTHERIMSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.Y COVER AT PROPERTY �® STANDARD DP RENTON y LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 4117` 4 B,�ym �yy tJ3T 0lT1212/90 Ro > uxa roi. ocv .w nATF RNVIC,nu m eaPR DWG. NAME: BR39 SP PAGE: 8078 3 EX C8 R 26.6& U 2.46 12 "Y{ W 4 'PL1QT44a60OC6U DO 'Ly14::5DQOZO T Fg 4445OW40 LOT 5 ?T- g14a45ccusq FF(MIN) =421 .0 SP CORNER O CONCRETU: r PAD FOR LIGHT POLE 0_' ( OY C.EDARGROVE PARK DVV #' EL m 324.W' W 1i11 0 VOL 72. PAGE 56 V EL m 420.06' -12"C 1 j w j w 00, 1.5' RT w N ( wj N 1- INN EL °^ a2D25`-T "c m p + o CLEANOUT m + ( % r -INN EL ®aas.so' -sz °c '? o� IROMI- R1N62VAC©V81W, A�L 110.W6. r14 ij $3.60 -o ¢ w "C 2 �8" 1r'� I�" EE `23as' -1z' NV EL - 420.78' -12 t w zwI- If I bb q M TLIM EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1 -800- 424 -5555 SERVED BY, SEWER 19`1444500070 INY EL - 422.90' -12 °C I 96 +00 I L r . _ Nsa'srtO "W -- T --------- ... - .- ..�,.... - 97 +00 ----- SAW CU LINE- 8 +00 -�j 99 +00 - - _..._. —..._ L LOWER LE Lid WOOD FENCE I EX SSMH 1 ^ a STA =96 +69.77 .YARD LIGHT - '422 yo FOUND' 1/2`,„ RIM EL= 421.97 ) o: .EBAP AR CAP L woe.; 'ONCE IE= 413.42 8" ,W m `o W EX j IE413.52 8" E (NEW) { m j w w w IIII GO < (n ( W 3 rypA 05 -167 OWL !n } 1 N (((( � &> N m 0 m W W-( N} .. A N As FOUND REPAIR & C RESP LOA 01- 1605HPL SP NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL W z W s D 9 z a W rl Q W) W s z i .I i i MOD IE= 420.18 8" W,N 0 N 9 0 z 20 � a a) U w a, O w a z 0 y W 0 N w o Q d z W K �m ILE V) P4 0 w 13� w o G2O W A 2 P, R, Y d w g ' O z 0 GRAPHIC SCALE W z 0 15 30 60 0 W I Inch = 30 feet EX C8 R 26.6& .RV 2.46 12 "Y{ W N ILLY� n DO NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL W z W s D 9 z a W rl Q W) W s z i .I i i MOD IE= 420.18 8" W,N 0 N 9 0 z 20 � a a) U w a, O w a z 0 y W 0 N w o Q d z W K �m ILE V) P4 0 w 13� w o G2O W A 2 P, R, Y d w g ' O z 0 GRAPHIC SCALE W z 0 15 30 60 0 W I Inch = 30 feet