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HomeMy WebLinkAboutS-306303M 1j Ili Q C_wl cr F c en �< o 4 - c. Z g WED PAST RE7?0RAT04 ---- -� ti r / - R OF RiNT N /as �°P 'gyp a r• r —. " Y. y SOLARES S''ORAT10�1 ,.► �.i y+r ,��y, P r �-• 's.., 3� rLr ' L. �? rt i— ���� REQ'S. SEE ' I NIL 1" Jar'' SE&W "Rns40 OW 0jkSS 30M � .42 " � 'O TOP AW TXX COAT SLWACE RESTORATION DIM PATIO' SUWACIE �.i... ---- z AS SPEC�EG I f y Z Y 0 e`'r / 40 IM 13 NEAT-LINE TRENCH O "1 r � � — ) WHEN CL , "� R 'GRAVEL BORROW' PER DEPTH IS LESS THAN 4 F T. _ *IS OT STD SPEC 9 -03.14 C� ► : P� -1 /2" � � � ! COACT TO 902 OF MAX -` "CRlUS�iED SURFACNG -TOP ,T tRSE' PER 1NSDOT STD SPEC 1,— L�.I � DEhiSf1'Y : � N� Q Q WIDE BORDER PACING 9- 03.9(3). COMPACT TO 952 ° ,. MAX DENSITY. SEE NOTE 2 EN AREAS POUR 1 -0 THICK BENCH AS NEEDED FOR GRAVEL BORROW° PER WSDOT w a STD SPEC 9- 03.14. � C� Z �. •► � 2' -0' SQUARE CONCRETE, CLASS 3000, SHORING OR TRENCH BOX `- Z 0 = O f I PAD AROILM D RING AND COVER (TYP) >NI0 DEPTH L5 4' � COMPACT TO 952 OF MAX 4S (1; 8) BEND t IN ASPHALT ROADWAYS RESTORE AROUND AND GREATER DENSITY, SEE NOTE 2 u Z s" Z U W CLEANOUT RING AND COVER AS REQUIRED 'BEDDING MATERIAL FOR (Y 8-3/4" PIPE MIlI ERML = PVC SDR 35 3Y STANDARD DETAIL DRAWING BR36. SEE DETAIL f1'' � .,, - , 1 -1 4 1 /2,. 2" 1 5/8" u_2 a W $ Fij �r �. • p -` " 2-7, /8 4 . • COMPACT TO 95% OF MAX 1 Z DENSITY UNPAVED � � _ _ _ PAVED AREAS - J 5t 7-3/429 4" NOTES, 1. MOM � WIDTH OF TRENCH AT TOP OF PIPE 30 FOR PIPE UP TO AND INCLUDING 120 NOMINAL DIAMETER z # Z OD PLUS 160 FOR PIPE LARGER THAN 12' NOMINAL DIAMETER. a J ` Z ° — — PLUG TO BE SEALED 2. WHERE TRENCH IS PERPNDCULAR TO TRAVELED LANES BACKFILL. CAST IRON RING AND COVER + IN SANE MANNER AS FULL DEPTH WITH CRUSHED SURFACING -TOP COURSE. WHERE MAIN SEWER JOINTS. TRENCH IS PARALLEL TO TRAVELED LANES, BACKFILL THE TOP O ^ NTS 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING -TOP &"w CMnW COURSE. SUITABLE EXCAVATED MIATERIk MAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. Trench Ts a° cu v o� C O E a FOR 3/4' TO 2' DCVA, USE FOGTITE CONCRETE METER v _ BOX NO. 2T (17'x28') WITH 3/8' STEEL COVER PLATE :3 w METER BOX SHALL BE DOUBLE STACKED. FLUSH WITH FINISH GRADE F w FOR 2 -1 /2' TO 3' DCVA, USE UTILITY VAULT CO. (TYPICAL) c MODEL 25TA OR EQUAL v' v �E E UNION J� 12' -16" (TYPICAL) CLEARANCE -_ CL \! I 30" MIN. , r = 30' MIN. W (SEE NOTE 4) - LIMITS OF PIPE ZONE NOTES: _ J-f g BACKFILL MATERIAL = ( SEE NOTE 5) Y,r , t K f 6" CLEARANCE , EL. 6„ d CONCRETE CLASS C 2. HAND TAMP UNDER HAUNCHES. SEE NOTE 8 .� 'JI ( ) _ 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. 4 x,r HAND TAMP ONLY. ".-- ,_ ----.• ff TO CITY METER TO PRIVATE SYSTEM FOUNDATION LEVEL x . 4. SEE "EXCAVA11- 1ND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION B OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. 8" MINUS GRAVEL 12" MINIMUM r A THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A 7 - = p 1 BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 ". / z (CLASS A DESIGN) 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE AFTER TESTING & APPROVAL, PLUG ALL W (SEE NOTE 4) LIMITS OF PIPE ZONE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS TEST COCKS WITH BRASS PLUGS. , OR LUMPS LARGER THAN 1 PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL BACKFILL MATERIAL. AFTER FIELD INSTALLATION, DCVA MUST BE .X ri t 4� (SEE NOTE 5) � , K '� � ' • �� �`� f k r ` >` xha ,' X �X `�, ti` „ ,� TESTED SATISFACTORILY BY A DEPARTMENT > "; s, k k h 6 6. SEE BEDDING MATERIAL FOR RIGID PIPE IN THE AGGREGATES SECTION OF THE OF HEALTH CERTIFIED BACKFLOW ASSEMBLY STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. TESTER. NTS BEDDING MATERIAL �� � k + TEST REPORT MUST BE SUBMITTED TO CITY \ �`` >.� ,, x I 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF OF RENTON WATER UTILITY ENGINEERING City of Renton Stondard Detail BR54 � a FOR RIGID PIPE �� '� '�{ � �"�' ,kk N (SEE NOTE 6) STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. PRIOR TO ACTIVATION OF NEW LINE. 3/4! To 2 Oivi Valve AM" B 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS FOUNDATION LEVEL- MAINTAINED. ,J A Q w (CLASS B, C, D, DESIGN) BEDDING FOR RAID PIPE < W (SEE NOTE 4 LIMITS OF PIPE ZONE m t BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) B • CITY OF RENTON f iCOMIIAENOED FOUNDATION LEVEL �� � A A = 4" MIN. 27" I.D. AND UNDER ?" AL 4 6" MIN. OVER 27" I.D.. © . (CLASS F DESIGN BEDDING FOR FLEXIBLE PIPE a1y �MOM 0 py T OVA E: ry PER C.O.R. STD. PLAN NO. BW 18C LAm, Am 12 19 for Pie h Trummam SAC. Renton Aquatic Center SHEET � �� ��`��' �� COUGHLIN PORTERLUNDEEw �' Cedar River Park Renton We A CONSULTING STRUCTURAL AND OVIL ENGINEERING CORPORATION y 217 PINE STREET .SUITE 300 P: 206'343 -0460 SATE UTILITY SEATTLE, wA "10i F: 206.343 -5691 2s5,7 'S 777 ftAL DETAILS Exams 01/23/2004 C' D ; ,S`- �'• !�s'o SCAnNEO NOV • 7 M 1 r' 0 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. + * ZERO B 1/4 O.D. 1/2 O.D. 1 /8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1,/8 O.D. O.D. — • CITY OF RENTON f iCOMIIAENOED FOUNDATION LEVEL �� � A A = 4" MIN. 27" I.D. AND UNDER ?" AL 4 6" MIN. OVER 27" I.D.. © . (CLASS F DESIGN BEDDING FOR FLEXIBLE PIPE a1y �MOM 0 py T OVA E: ry PER C.O.R. STD. PLAN NO. BW 18C LAm, Am 12 19 for Pie h Trummam SAC. Renton Aquatic Center SHEET � �� ��`��' �� COUGHLIN PORTERLUNDEEw �' Cedar River Park Renton We A CONSULTING STRUCTURAL AND OVIL ENGINEERING CORPORATION y 217 PINE STREET .SUITE 300 P: 206'343 -0460 SATE UTILITY SEATTLE, wA "10i F: 206.343 -5691 2s5,7 'S 777 ftAL DETAILS Exams 01/23/2004 C' D ; ,S`- �'• !�s'o SCAnNEO NOV • 7 M 1 r' 0