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Home My WebLink AboutS-334018F- UO L7 n (Z Y W W CY C) r Cn A 00 a la OJ F-�i z O 333 O _ PROPERTY LINE 3' MIN. 6' FUTURE - - , - TBU/LO1NG SEWER SW 1/4, NE 1/ " SQUARES SPACED - 314 INDICATED - HT. 113 E E3 #AS " E. 5 E., W. M. - I'--- -1/2'" WEB 8 PL B'" NON -SKID PATTERN Fsgti CAST INTEGRAL ON TOP 0 rl" r6„ A TT �R T l TRL 1L �� \) ASSOCIATES 72772115tfi Ave. NE "Me.M, WA 9=4 E323 425.821.8448 425.821.3481 f- 809.488.0758 Oil free - ,biatlessa - TEE W/ 7H 6" SIDE OUTLET Z 1 1 -114" 1/2 2" L 2 °x 4" STUD S92NCf MARKO\? PAINT UPPER PORTION ftHl7E ' 14' 45' (1 /s) BEND 4: ANS 57ENCX ON SIDE WORDING �I. 1' SEAT a SECT /ON A -A o StISER" WITH 3" HIGH BLACK e LETTERS D P WIRE MAPPED ?" ,� 2 -7/8" FRAME /NON- LOCK/NGI COVER (NON- LO CK INCH W Z AROUND THE S77JD AND EX71WDED - 8" SIDE SEWER AND 8(�MNG SEWER TO THE TOP OF THE SKID. FOR 5/8' =1f N.C. x 1 -1/4" UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 6„ $ - A B r5 /6" 3/6„ r Z S.S. SIC. HD. CAP SCREW (3 REq'D.) 1 j-/. 15 "' < - y IRON SADDLE SEWRED 70 SEWER MAIN WITH STAINLESS STEEL BANDS p� - TYPICAL NON -SKID WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN o J p =0o� PATTERN Q VITRIFIED CLAY, PLAIN AND REINFORCED CCNOW7& D1 PIPE AND CT �o� y PIPE SEWER MAINS ARE TO BE CORE DRU_ED CAST IRON RING AND COVER \ (TY7) A °� ��0 `o B 25' G q NOTE P IPE MATERIAL AS PEGFTEO , SECTION R -R fqw ! 1Q. 60" ALLOWABLE MAX 1 UNLESS O7HFRW15E SHOWN ON PLAN, SIDE BY THE ENGINEER 2" RAISED LETTERS AS Q 1: J•5 MIX h5 FOR CAST IRON PIPE 1i♦ ,r SEWER SHALL HAVE A MINIMUM 25' COVER REq D. SEE N07E No.3 BELOW CONCRETE / 1,- OR DUCTIC£ TROY PIPE /l 'K�CON AT PROPERTY LINE OR 3 -5' LOWER 77-IAN BLOCKING �'�MVN 25 PV'V.� b1- THE LOWEST HOUSE ELEVATION, Y"OfIL LR i° UNDERSIDE SHOWN )FOR CLARITY /5 LONER. 3/4 "" CORE (TYP.) DN 23" B.C. IN SLLAE ` DRILL AND TAP 5 8 " -1f NC. 1 -1/2" CORE( -) (LOCKING) uj PLUG TO BE SEALED ON 23" B.C.(TYP. 3 PL) (O. 6" MIN. V 6"" SIDE OU77ET TEE I HORIZONTAL NOTES• �i Z V (' - /N SAME MANNER AS FRAME /LOCKING) COVER ` SEVER MAIN SEWER MAIN -7 - MAIN SEWER JOINTS 1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 3O OR EQUAL. - - 2 FOR LOCKING LID USE OLYMPIC FOUNDRY N. MH 30 D/7 ORE QUAL ®. CONCRETE BLOCKING ANGLE TYPICAL- SIDE SEWER ELEVATION J. USE FRAME AND COVER FOR STORM (PEGFY 'BRA /N•' ON COVER), W I OF TEE AT MAIN OVER 25 ELEVATION SANITARY (SPECIFY 'SEWER'), OR WA7ER' (SPECIFY "WATER ). STANDARD SIDE SEWER INSTALLATION DETAIL SANITARY SEWER CLEANOUT DETAIL MANHOLE FRAME AND COVER DETAIL y Z Q NOT TO SCALE CITY OF RENTON DWG NAME BR39 NOT TO SCALE CITY OF RENTON DWG. NA ME, BW78B NOT TO SCALE CITY OF RENTON DWG NAME: BR29 /� Z P PAGE 6078 SP: PACE.- B076: SP PAGE.. 8074 V� lISGlL._ SANITARY SEWER MANHOLES SHALL HALE ALL IN71MOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING`;NASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE IW17E SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE CITY OF RENTON ONG. NAME BR26 P PAGE B071 RIM EL 400.64 V W W SEE NOTE 4 V 1/2' DIA BLIND FLANGE AS DAM W SEE N07E 4 LIMITS OF PIPE ZONE LIMITS OF PIPE ZONE - BAGRFILLMATEfIAL V 2 8" Of TEE (M✓) 111 b�1 () CONCRETE CLASS C BEDDING MATERIAL ' m pq - NEW 8' IN (SEE -NOIF 6) IQ FOR FLEXIBLE PIPE B EX SSMH 8858 FOUNDATION LEVEL + (SEE NOTE 7) KDR -N SEAL CONNECTOR + FOUNDATION LEVEL A E CORE DRILLED }-B - (CLASS A DESIGN/ A '- MNO� AND BEND z (CLASS F DESIGN) SHALL HAVE RESTRAINT.. W SEE NOlE4 LIMITS OF PIPE ZONE m. k 5/8' ANCHOR BOLTS BEDDING FOR FLEXIBLE PIPE 's. JOINTS. BAGfFlLL MATERIAL _ 2 �", Wo RELINER STAINLESS STEEL ADJUSTABLE ( N0 7E 5) 6' "i CLAMPING BRACKETS OR APPROVED EQUAL. � Y $ �' �'�� EX. 12" /E 390.07 (OUT) o BEDDING MATERIAL } 2 8" DI FOR RIGID PIPE T I C NOTES: Y z (SEE NOTE 6) Ji 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. rt awa� 4" MAX. FOUNDATI HAUNCHES LEVEL 2 HAND TAMP UNDER HAUNCHE 8'x90' BEND MJ) _1 xPE I� `B J COMPACT BEDDING MATERIAL TO 95.E M X DENSITY EXCEPT DIRECILY OVER PIPE. ° ', ENCASE IN ,CONCRETE HAND TAMP ONLY. �. OF TRENCH H - -- (CLASS 8. C. D. DfS /GNI 4' OF THE STANDARD ASPECIFIC A77ONS FOR TRENCH WIDTH £W AANDR7RENCHING OPTIONS MIN LIZ BEDDING SHELF BEDDING FOR RIGID PIPE MIN 2- DEEP, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1 f/2 I.D. + 78': fPS}�i��-K`A 8" lE 39D.B2 F B ®DING CLASS DESIGN TM 0 000 0 o O 00 - 5 TRENCH SEWERS .SHALL CONFORM TO BACKFlSPEC SEWER TRENCHES- THE NO1FS SANITARY SEWERS SECTION OF THE STANDARD DIAMECA770NS EXCEPT THAT ROCKS DIMENSION CLASS A CLASS CLASS C CLASS D CLASS F OR LUMPS THAN I- PER FD07 OF PIPE DIAMETER SHALL NOT BE USED IN THE M/dIAEi' L MAIHESLW, P£ " PROJECT MANAGER a 1. DROP TEE 70 BE INSTALLED MINIMUM OF 3• BELOW CONE SECTION t° eoFL BACKRLL MATERIAL , 2 .INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY A 114 �'P' : 11RO 6. SEE 'BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF 774E .NICK A NNGM PLS J. INSIDE DROP IS ONLY ALLOWED ON EXISTING MANHOLES 1Z° : STANDARD SPEGFTCA 77ONS FOR THE MATETRIAL SPEC /FICA77ONS PRCNRLT SURVEYOR x'" [" .. 0 B r/4 m. 1/2 as 1/a m. axo m. 7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SEC71ON OF MICHAEL A. MOODY, PE � 4. CORE DR /LC OPENINGS FOR NEW PIPE. - STANDARD - SPEGFlC47701V FOR THE MATERIAL SPECFlCATIONS PROJECT sENGINEER S RECHANNEL BASE NTH 3000 PSI CONCRETE HEIGHT OF CHANNELS SHALL BE C a/4 aD. 1/2 as - 11a as as - :B. PIPE MUST. BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS ,GREY L Cox ASA... NO LESS THAN 314 OF PIPE: DIAMETERS -: MAINTAINED. " PROJECT LANDSCAPE ARCHITECT 6. RELINER'STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED: EQUAL + A = 4 "M /N. 27 ID. AND UNDER SHALL BE INSTALLED WITHIN 6' OF BOT14 BELL AND SPIGOT ENDS OF EACH DROP 6" MIN. OVER 27" LD. FM SURE= DATE; 7119106 PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER S7RAPS SHALL BE : - PIPE BEDDING FOR SANITARY SEWERS SCALE: S0I8Z.: N/A VMf.:N /A INSTALLED WITH A MINIMUM SPACING OF. 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. .2 EACH AT NOT TO. SCALE CITY OF RENTON DING. NAME, BWI?C . CONNECTION POINTS SP PAGE, 6077 -. INSIDE DROP SANITARY MANHOLE DETAIL NOT TO SCALE SANITARY SEMEN N07ES AND SPELYf7CA7/ONS: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WIH THE STANDARDS AND 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET 13. DATUM SHALL BE CITY OF RENTON,. NAD 1983/1991 & NA 1988. _ G1+'p4 WA8y 0 SPECFICA DONS OF THE CITY OF RENTON AND THE LATEST ED177ON OF USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE WSOOT/APWA STANDARDS AND SPECIFICATIONS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWISE B. PLANS APPROVED BY THE CITY OF RENTON, : DEVELOPMENT SERVICES STABILIZED TO THE SA77SFAC7701V OF THE DEPARTMENT: FOR 774E 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS PREVEN7701V OF ON -5 17E EROSION. AFTER THE COMPLETION OF 8:30 AM 7B 3.30 PM -ON WEEKDAYS UNLESS- OWRW/SE APPROVED IN _ -. ;. - CONSTRUCTION - .. ... WRITING BY THE 7RANPORTARON DIWSION AT 277 -6222. ALL STREET 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER ate43 CLOSURE$ PAR77AL OR FULL, SHALL BE APPROVED BY THE CONS7RUC77ON IS IN PROGRESS 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED. 7RANPORTA770N DMSION 24 HOURS IN ADVANCE. THE POLICE FOUNDATION IN ACCORDANCE WW7H SEC7701V 7- 023(1) OF THE CURRENT X89 OVAL b Z•, DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS 10. THE CONTRACTOR SHALL PROVIDE THE_CITY. OF RENTON WITH AN AS-BUILT STATE OF WASHINGTON STANDARD SPECFICATIONS FOR ROAD AND BRIDGE /[/� C I� IN ADVANCE DRAWING OF THE SANITARY SEWER SYSTEM. WHICH. HAS BEEN STAMPED AND CONS7RUC770N. THIS SHALL INCLUDE NECESSARY LEVELING OF THE A&CONSTRYV TED PLAMS 1 - - SIGNED BY A LICENSED PROFESSIONAL ENGINEER. OR LICENSED'.. TRENCH BOTTOM OR THE TOP OF THE OF THE FOUNDATION MATERIAL AS (S1� SHEET 1 FOR STATEMENT J. ALL CONS)RUCDON .SHALL BE IN ACCORDANCE WITH THE STANDARD PROFESSIONAL SURVEYOR. WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA7ERIAL TO EXPIRES: 3 isl PEaRCANONS FOR MUNICIPAL. PUBLIC WORKS CONSTRUCTION" PREPARED UNIFORM GRADE SO THAT 774E ENTIRE LENGTH OF THE PIPE W ILL BE BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF. THE PIPE IN SUPPORTED ON A. UNIFORMLY DENSE UNYIELDING BASE PIPE BEDDING LATEST EDITION. (APWA) AND CITY OF RENTON STANDARD SPECIFICA BONS LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. Checked for Compliance to City Standards INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM STAMP NOT VALID 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE- (PVC)RUBBER : - - - UNLESS, SIGNED AND DATED ,. SHALL BE THE CONTRACTOR'S REPONSIBILI7Y TO VERIFY 7Hf TRUE AND DIAMETER'ON -EACH SIDE'OF THE PIPE'OR TO THE "SIDE OF THE TRENCH. GASKETED AS7M O 3034, SOR 35, OR DUCTILE IRON CLASS 50. CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND 5. A PRECONS7RUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER JOE NO.: O�r 185 REQUIRED PRIOR TO STARTING NEW CONS7RUC770N. IT SHALL BE THE 12 OPEN CUT ROAD CROSSINGS FOR. U77UTY TRENCHES ON EXISTING TRAVELED MUST SLOPE IN ALL DIRECTIONS TO MATCH PA VING v �J CONTRACTOR'S RES-ONS181LITY TO SECURE ALL NECESSARY PERMITS PRIOR ROADWAY SHALL BE BACKRUED WI774 CRUSHED ROCK AND MECHANICALLY - TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A COMPACTED. CUM INTO THE EX157ING ASPHALT SHALL BE NEARINE CUT REPRESENTARVE OF THE CITY OF RENTON.) IT SHALL BE THE WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SHEEP NO. S CONTRACTOR RESPONSIBILITY TO NOTTFY THE CITY INSPECTOR 24 HOURS PLACED IMMEDIATELY AFTER BACKF7LL AND COMPACRON. A PERMANENT 4 OF 36 6 IN ADVANCE OF BACKF7LLlNG ALL CONSTRUCTION. HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER - =" CITY OF RENTON CURRENT STANDARDS. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND - - SEQUENCES OF C0N67RUC770N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSNUC77ON SITE. - _0C, -S 2007 TRIAD.. A . . . . . . . . . . �a:5= 334�Tg 11l��1 x 2007 TRIAD.. A . . . . . . . . . . �a:5= 334�Tg 11l��1 x