The URL can be used to link to this page

Home My WebLink AboutW-376002Uv/ ( a a a TESING DETAIL TAPPING WE (HALVE VERTICAL MOSS(MNTO FOR -I 2'TGGING TAPPING GpIE VALVE (fL %MJ) I -BUND FIANCE ON TOP WIM 2 TM AND L" PWG TOM PLUG (MJ) WTH 2 -INCH TO I -BUND RpNCE ON 60TTOM AND 2 -MCH BIUW-P'T ASSEMBLY 1-PLUI WM 2 -TAP Y 2 BLO'M-CFF COYCNEM BENDING TEMPORARY BLOCK i FINAL CWNECRW DETAIL L- _1 �WI NENNEW D1NATER UNE NATER _NF � NMR AL1 CLEANING 9Y POLYPIG PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK k GLOW -OFF ANO CONNECT TO VALVE WTH DI SELL\k (NJ) A, 01. SPOOLS FINAL COVNECTON BY CITY FORM NOTES 1. TAB ING TEES SNAU_ BE MIRE OF CAST WIN, DUCTILE WON OR EPDXY-COALED STEEL BOTS .1 "VIS SNAL BE COR -1 Gl ALL TEES AND WARES SHALL e"E WATER IESUE) BEFORE TAP 2. NO $1S ON 9ff APS ON CAST-:RPN WATER LINES, TAP SHALL UE AT LEASH 2' OVALLEN OUNILTER MAN ME E16STNG MIJN. iNO NET TA' ON ONE., CEMENT LINE W STEEL LINE . NET -LINING Cf LASHING O1Y CF REN IPV WATER MAINS MLL BE DOME BY SPEER TAP OR BREMCA TAPPING NC. S. CONTRACTOR SHALL POTHOL ANO VFAIFY ME MRZQ'TAL ANO KRTCAL AUGMENT OF COSTNC ONE OR Me AND SNAIL START U1HNG ME NEVI UNE AT THE SAME HORIZONTAL AND AND AOGNMENT OF THE PUSHING SIU6. G OTT FORCES MLL PERFORM ME OVAL CONNECTION FROM THE WATER UNE 10 IHE OUTTRI VALVE WTH 0.1. SLEEVE ANO DI. SPOOL. PUBLIC WORKS CONNECTION TO WATER MAIN WITH PLAN 900'1 DEPARTMENT TAPPING TEE & VALVE MARCH 'COLO Call 2 Working Days Before You Dig 1.800.424.5555 Utilities Underground Location Conti (IDEMT,ND,OR,WA) FG517Uy1V/:1111 F 13"x2e PLASTIC METER BOX EQUAL TO MID -STATES. PLASTIC, INC BCF SERIES MSBCF 1324-18 Wi1H 1.75' THICK WCME IRON MOUND PLATE COVER ECLAT U MIU STATE P_ASPCS, INC MSCBF1320. R M14 READER LID AND 2" DRILLED HOSE FOR TOUCHREAD PIT LO (SEE DETAIL A A) -� 9" MIN FINISH GRADE sb' W. CO\ER YFW D CLUT 7C�FORALOR W IF SEANCE UPS TO HOUSE IS TO 6E INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FlPT COMPRESSION COUPLING 200P DO. TO CENTERJNE HE WATER MAIN TO PROVIDE SLACK IN COPPER ..... COP1'E9SETTFft FOR. S/R'r314' LIFTER FORD SEANCE LINE TO METER. WH/2i5W-44-3]G. ON MOONALD BRASS: 21- 215WCO'S}3. OR AH LLER 3 /4-R-2470-2 MIN ANGLE BALL VALVE ON NET AND SINGLE CHECK VALVE ON DOUBT STOP WTH. BAIL VAIN FEW :C(LpBJ,aETER FOR -C !OMAP FORD VBXT2-15W-99-19G. OR TAPERED THREAO (CC). QUICK JUNE. M<DONALD BRASS: 21-415WCW44, OR MUEl1ER: 1-8-2470-2 (3/4' F$100 -3-0) OR AY MCDONAI➢ N018 BONN INf£'. AND OUTLET W. WICK AINi. PADUCK WNGS ON (i' FBIDW-a-O) OR AT MCOGNALD 4701B INLET ANGLE GALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WT1 WICK DONT. V(1T`_: ALL METER BOXES INSTALLED ROAN CONCRETE OR PAVED DRIVEWAIE SHALL BE AST -IRON SWAT TO OLYMPIC FOUNOARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIMS OF METER BOX. A- A DRILL 2" OR, HOLE FOR AMR (AUTOMATIC METER REAM)FDENT 2-1/2- MIN. FROM NEAREST AND FTIXNI EDGE OG AT LID TYPICAL RIB I l 1� 1 NOTE. THE CENTER R THE HOLE MUST BE AT LEAST Y FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOYS THE NUT TO TIGHTEN AGAINST THE OPEN SLOE OF MORE THAN ONE RIB 1 a/41' AND t" WATER SERVICE STD• PLAN - 320.1 4 1 LBLI(; WORT(£ UI PARTMF.N'L' 41 O NOl9ibiHF:R 2009 NP. T NOT TO SCALE MANHOLE FRAME AND COVER. SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN,) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE. (ECCMTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -4E3 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC„ OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' _,-IN VNIMPROKD PoGHi OR WAY INSTALL METER BOX AT t l I 'D' Y- PROPERTY UNE WTH 12' C' 48" LONG Cq'PF.ft TAILPIECE. 5"MIN 24 MIN. gl $I 54" 4DEWALR 5.5" MIN. 24" MIN. 24" I.D. 60' MH 60" 8" MIN. 6" MIN. 42" MIN.. 30" 1.0. I d]50 TWCHREAO WRER METER i0 BE - 12• INSTAJLKIRON) S PLIED BY THE &B_1 9.5 =w 1 NOTE. THE CENTER R THE HOLE MUST BE AT LEAST Y FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOYS THE NUT TO TIGHTEN AGAINST THE OPEN SLOE OF MORE THAN ONE RIB 1 a/41' AND t" WATER SERVICE STD• PLAN - 320.1 4 1 LBLI(; WORT(£ UI PARTMF.N'L' 41 O NOl9ibiHF:R 2009 NP. T NOT TO SCALE MANHOLE FRAME AND COVER. SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN,) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE. (ECCMTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -4E3 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC„ OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES-. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS. TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE.. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF o11MS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSON MC-AROSHIELD OR APPROVED EWAL:.. COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST. PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEALBOOTS OR APPROVED EQUAL, 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE FINISHED (RADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS FIGURED AT GRADE IN PAVED AREAS, COVER MUST. SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 14 PUBLIC WORKS ..STD. PIAN - "A DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER 2011 C d LITCHFIELD ENGINEERINGNNO 12840 81ST AVENUE NE Kirkland, Washington 98034(425) 821-5038 FAX (425) 821-5739 11-1/4' BEND 22-1/2' BEND 45' BEND CAP 90 REND TEE THiuST BLOLN BEARING AREA N MOW RTI (SEE.NOTES) FOR POPUGGI AND DOMWARD VE TIAL MMN 'A' 'B' I 'C' I 'D' I 'E' 48" MH 48" 6" MIN. 5"MIN 24 MIN. 21" LD. 54' MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60' MH 60" 8" MIN. 6" MIN. 42" MIN.. 30" 1.0. NOTES-. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS. TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE.. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF o11MS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSON MC-AROSHIELD OR APPROVED EWAL:.. COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST. PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEALBOOTS OR APPROVED EQUAL, 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE FINISHED (RADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS FIGURED AT GRADE IN PAVED AREAS, COVER MUST. SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 14 PUBLIC WORKS ..STD. PIAN - "A DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER 2011 C d LITCHFIELD ENGINEERINGNNO 12840 81ST AVENUE NE Kirkland, Washington 98034(425) 821-5038 FAX (425) 821-5739 11-1/4' BEND 22-1/2' BEND 45' BEND CAP 90 REND TEE THiuST BLOLN BEARING AREA N MOW RTI (SEE.NOTES) FOR POPUGGI AND DOMWARD VE TIAL MMN FCDNP CTS MARACA SAND A VFL90' TWO PIECE CAST IRON VALVE II / 90 S B ND1I9015 PAGE 8090) BEND,REi1NE BEIU IEE h 22/2END IEE CAP OR'U.kR2 1/2 DO IT! CAqi ('LJ4 k R[ 1/2BO1.21 j__'GSML SURFACE CLEANOUT WITH CAST IRON. RING &.COVER IN HIGH BLACKITERS AND 2" CLOSE NIPPLE U. MAPPED AROUND THE AND (9752 JORDAN IRON WORKS BETWEEN CAP OR PLUG o 2 14 6 I06 13.] 909] INSTALL 4 MIL POLYETHYLENE 18" ,MAX d]50 35 �3 6 .i Ifi]_ T?0 INSTAJLKIRON) ]A &B_1 9.5 P:8 95 �_.$ ROD 14.0' ROS MEAS GLQIU20 ON 3M P4 IE51YPIff55UREy >-,F CO'2R FOR WATERMAN MSA RAN 'n MW. GOND FON A.I. 12' ON LNEATCR. VAX HEICHT OF TRUST BLOCK (FTI " O.5 r DEPTH OF HEIR, (REARM OR APPROVED EQUAL). VIN. FOCHT CF INRVST DLOG( (Fl) 0.O. NPf f 1,0' R. 30111111 1. LOUTDN AND AU OF OURTMING PAR FM u. 1. 12 OARCRIX ANO FOR SOL TYPES DIFFERENT MM SINN" SHALL ME MIRK NEU MY TIF FROPER. 2 ALL BLOCKING SHILL. DE POISED W PLACE ORMT UNDISTURBED NATYE (ROUND. ,a. ALL POIRFO THRUST SUPDAS SHAF OE BACRFILLED AFTER MIN. 1 DAY. PRESSURE BSMG SNALL OCCUR AFTER LUNGREIF HAS IEAOICO FV VNi CC PRM. STRflVGM. ". ALL BLODG. SH/.U. SE CONCRETE 0. 5 (I GD. 5. .D" ..NO AXARNAT "TWIGS SHALL OEM AGAINST THE GREATEST RTM'D SERFAGE AREA MES9BLE BUT EXALL T WHA OR VA,..OF11 ENDS. .OWI DOLT, UP f1ANDS REASON', ACOY55 TO BOLTS IND MANOR SHALL EE RA NDEF CONCRETE BLOCKING FOR SIL. PLAN - 990.2 N 1 L rPA WORKS HORIZONTAL AND DOWNWARD DEAI21'S1EN'1' o I VERTICAL BENDS I MARCH 2010 '"u T 96 - 11 N.C. SOCKET HD 2" A.C. SCREW 1 Yi LONG (BRONZE OR SS.) 4 Y4" R 2" RAISED PADS T- 6" CONCRETE CLASS 3000 12 Y4" 14" 1 Y.' 1P 12 Y. 14' CAST IRON RING AND COVER 45'(1/8) BEND 2' T'B,v 6" �P �O ~D' 1 5` 45' (1/8) BEND 2'-0" SAND OR EXPANDABLE FOAM 'WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES. I. WAND 6" CLEANO)TS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. Na 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0' THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER NOs PU PA WO1NE] 8 OR 6 INCH CLEAN -OOT SAL. PLAN - 409.1 o DF3AR7'lD:NT FOR SANITARY SEWER MAINS SEPTEMBER 2011 WATER MAIN N 2' CLOSE NIP PI E. 2" 90 ELBOW CONCRETE BLOCKING IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2' CLOSE NIPPLE AND 2-2' 90' BEND, SCREWED AT THIS POINT FIELD LOCATE PLASTIC METER BOX IN -- f PLANTER OR CAST IRON BOX IN PAVT OR CONCRETE AREAS. 2' CLOSE NIPPLE 2' 90' ELBOW 2` GALVANIZED PIPE AS REQUIRED PLAN WITH REGULAR BASE SECTION LENGTH TD FIT. . VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE .: (SEE CAR BR46 / PAGE 8090) EQUAL TO OLYMPIC FOUNDRY STANDARD 8" TOP SECTION _ CO. 6" MAX.I-�- GROUND UNE r CONCRETE SIDEWALK / WITH REGULAR BASE SECTION LENGTH TD FIT. . 2" RESILIENT SEATED .... 6" BUILDING SEWER PIPE ,;, .: CATS VALVE, SCREWED M]RRdM NW1) 19v�1, 101-0110'9' NO Icu Iw1 DATUM CITY 0 F IAL RENTON Planning/Building/Public Works Dept. 2" GALVANIZED REE WITH 6" SIDE CUTLET VENTS KAL 7-21-1KAL PIPE 12" LONG °"A-` KAL Y G) I z SURFACE CLEANOUT WITH CAST IRON. RING &.COVER IN HIGH BLACKITERS AND 2" CLOSE NIPPLE U. MAPPED AROUND THE AND (9752 JORDAN IRON WORKS BETWEEN CAP OR PLUG o AND 2" 90' ELBOW u SPECFY 'SEWER' ON U0. INSTALL 4 MIL POLYETHYLENE 18" ,MAX PLASTIC COVER OVER WASHED w GRAVEL CUT HOLE FOR PIPE 1_c INSTAJLKIRON) �Ou 10 W. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4' MESH FOR DRAIN VITRIFIED CLAY MAIN - WT IN A NEW SECTOR BE SEWER MAIN WTH ELEVATION PLOLIC WORE(S 2" BLOW -OFF DEP1kRT31EN'l' PERMANENT ASSEMBLY a O D � FUTURE 6" BUILDING SEWER PIPE ,;, SURVEYED, BUILDING SEWER M]RRdM NW1) 19v�1, 101-0110'9' NO Icu Iw1 DATUM CITY 0 F IAL RENTON Planning/Building/Public Works Dept. T �2I REE WITH 6" SIDE CUTLET VENTS KAL 7-21-1KAL 4" IPTHSTUE WORDBBING POST PAINTED `VWX6' WYE WHITE WIH THE WIRD 'SEVER' S1ENGlID °"A-` KAL Y G) I z SURFACE CLEANOUT WITH CAST IRON. RING &.COVER IN HIGH BLACKITERS AND CHOURED,ItA1 U. MAPPED AROUND THE AND (9752 JORDAN IRON WORKS •WIIO,*R KAL o 2975 OR APPROVED EQUAL. EXTENDED TO THE TOP OF THE STUD. u SPECFY 'SEWER' ON U0. SEE STD.. PLAN 403.1 FOR C SIDE SERVERAND ey ZI I IBL_SEY&2 INSTAJLKIRON) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLUM: A. VITRIFIED CLAY MAIN - WT IN A NEW SECTOR BE SEWER MAIN WTH A NEW TEE USING FLEXIBLE COUPLINGS (REARM OR APPROVED EQUAL). R. CONCRETE MAIN - CUT IN A NEW SECTOR OF SEWER MAIN WTH A NEW TEE USING. FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW WE USING RIDD COUPLINGS. D. DUCTILE .IRON MAIN - CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) E MANHOLE CONNECTION - ALL CONNECII NS M MANHOLES SHALL 8E AT MANUFACTURED KNOCK-OU1S OR THE STRUCTURE SHALL BE CORE -DRILLED, 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. Mh 1:3:5 MIXCONCRTE �QUZ � �M,p'A' POOC"'AL�O BLOCK NG d q5 M(H C� 29: MIN SLOPE � 6" SIDE OUTLET TEE T SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANLL TYPICAL SIDE SEWER ELEVARM OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) CT_� 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"X2"X2' IEE AND 2' CAP 2" CLOSE NIPPLE BEWMEN TEE AND 90 ELBOW. 2' 90' ELBOW STD. PLAN-- 9401 MARCH 2010 W-316002 5-316002 O D � CITY OF RENTON SURVEYED, WMIB NTS M]RRdM NW1) 19v�1, 101-0110'9' NO Icu Iw1 DATUM CITY 0 F IAL RENTON Planning/Building/Public Works Dept. VENTS VEAL 9-5-14 VEAL DFmra KAL VENTS KAL 7-21-1KAL VENTS KAL 4-1-14 KAL °"A-` KAL Y G) I z VEAL 2-3-13 VEAL CHOURED,ItA1 �"O1 aFtu mare F MIE dC Mtll 'L1E'1lsameNr4Y REVISION BY DATE APPR •WIIO,*R KAL CT_� 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"X2"X2' IEE AND 2' CAP 2" CLOSE NIPPLE BEWMEN TEE AND 90 ELBOW. 2' 90' ELBOW STD. PLAN-- 9401 MARCH 2010 W-316002 5-316002 BLAKEY TOWNHOMES 604 MORRIS AVENUE S RENTON, WA 98055 WATER & SEWER DETAILS & NOTES O D � CITY OF RENTON a APPROVED BY: DATE: m m APPROVED BY: DATE: Y G) I z APPROVED BY: DATE APPROVED BY: DATE BLAKEY TOWNHOMES 604 MORRIS AVENUE S RENTON, WA 98055 WATER & SEWER DETAILS & NOTES - O D � a Ali v3 A. OO m m l Z - O D � a Ali i A. OO l Z Y G) I z - i O - 1 0 O l Z Y G) I z - 13