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HomeMy WebLinkAboutS-4089050 z E 0 7' I NOT TO SCALE MANHOLE FRAME AND COVER 5£E STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE 1NC., OR APPROVED EQUAL LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A. �g, ,C. b. tE' 48" MH 48" 6" MIN. 5"MIN 24" FAIN. 21" LID, 54" MH 54" 8" MIN. 5.5" MIN_ 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN, 42" MIN. 30" I.D. NUIL57 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2, STEPS ARE 70 6E IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4, MANHOLE SEC7hDNS TO BE OF RE114FORCED 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 SHIMS IS PROHIBITED_ 7- SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-ARO5HIELD 4R APPROVED EQUAL; 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-SEAL BOOTS OR APPROVED EQUAL. IL IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OE 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IIa ALL DIRECTIONS TO MATCH PAVING. ti SM. PLAN — 400.1 * PUBLIC WOR]ECS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMSER 2011 ROLTHOLES - 3 PLCS EQUALLY SPACED 1204 APART [IN 23 1/16' (586nm> DIA B.C. (SEE IIETAIL) RENTON SEWER OVER & FRAME PLAN VIEW 25" DIA. _ L635mm] 1' 3/4•P5mm] E 19r1rI ] 8 3/4' 2 1/2' I� 1:222MMI 164mml TYP COVER SECTION VIEW 26 1/20 DIA C673mrt] 25 1/4' DIA 1641mm1 1 1/16, 1/4' (6mm) DIA 127mm] NEOPRENE GASKET f � � 6• I152mm] T f 5/8' J 23 3/B' DIA CL OPEN [16nn] C594nr17 27 5/16' DIA I694mm] 34 1/8' ILIA COVER BOTTOM VIEW BLT SQC, (ALLEN HEAD) 5/8'-11 x 1.9 SS RUSHER WASHER EON BOLTING DETAIL 1/4' 1 If15' 16mm] [27nrAI IarIN,] CR31+r11 GASKET GROOVE DETAIL [867mrII NOTES: FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST ,10RDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND CDVFR FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY „SEWER"), OR WATER (SPECIFY "WATER"). SMI PLAN — 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2048 RECESSED LIFT POCKET �IIL�11�7 IJJSEWERLLJJ 1Q-lf2' 1 f4�12-1/2' 1" 2-1 /4" 14" 12-3 f 4"- 11" �I CAST IRON RING AN0 Not to Scale FRAME NO FES: 5" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3690 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEWSLY. 2_ IN UNIMPROVED AREAS, PCIUR A 1'-0" TEIICK, 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. DR ABLE STD. PLAN - 403.1 11RPUBLIC WORKS 8" OR 6" CLEANOUT APMOVED; DEPA#tTN+4EN7 FOR SANITARY SEINER MAIN J o rYi ,.SEX. SEWER MAIN PROPERTY LINE (LENGTH AS NEEDED) a i __—SPOOL O Imo'-V 6" SEWER STUBE _ FUTURE 4" SIDE SEWER SEWER MAIN TEE 5C 6" TEE I 2"x 4" STEP MAFKK POST PAINTED 6- CAP/ WHITE W71.1 THE WORD "SEWER" STENCILED IN 3" HICH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND I I EXTENDED T6 THE TOP OF THE 5TUO. COUPLING (TYP,) tea Y � a"X6"X6' SURFACE CLEANOUT YATH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY 'SEWER- ON LID), I (SEE SM. PLAN 40_3j FOR INSTALLATION) Y _... ..--__-..-------------- J -�- I ----- rr. JM EAGLE THREADED CLEAN -OUT ADAPTER HUB 9Et�O AS & PLUG (OR APPROVED EQUAL) REQUIRED fEMSTING SANITARY I SEWER MAkN ",,,, uIN s1OPE -� - �rU ICJ USG 4 NUL �t YJLK 6" SEWER STUB 6'X6'xs' Yr}E FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE A. YITRIFlED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK` FLEXIBLE COUPLINGS (FERNG4 9R APPROVED EQUAL). EL CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USINC "STRONG -BACK' FUMBLE COUPUN6S (FERMCO OR APPROvED EQUAL). C. PVC k C900 PVC MAIN -- CUT iN NEW TEE uSING RIGIp COUPLINGS OR CORE -DRILLED PATH A ROMAC SADDLE (OR APPROVED EQUAL), D. DUCTILE INCN MAIN - CORE -DRILLED WITH A RnIAAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MAN+iOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL DE CORE -DRILLED. 3000 w k31,0[r,j' HORIZONTAL 6..J.iIN. `SEWER MAIN MAIN OF TEE AT MAIN BETWEEN 25, AND 45' NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY LINE 4R 3-5' LOWER THAN FHE LOWEST HOUSE ELEVATION, NHIOHEVER IS LOWER STANDARD SIDE SEINER STO.PLAN '406.1 _ a PUBLIC WORKS WpQvm. DEPARTMENT INSTALLATION 4.11 (SEWER MAIN TO PROPERTY LINE) 9 PREFERRED C n909NIEEROXG, LLC CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR@GMAIL.COM NO. REVISION EXISTING VATEO LINE TESTING DETAIL EXIS71NG W4TER LINE FINAL CDNNECTIiIN DETAIL PLAN VjFV TiCAL CROSS(MJxFL7 FOR POLYPICGING BLIND FLANGE ON TOP WITH 2'TAP S 2'PLUG BLIND FLANGE ON BOTTOM 1MJI PLUG WITH e' TAP R 2' TEMPORARY BLOW -OFF 'ORARY BLOCK SINGS r� AfrER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP, SLDCk L BLOW -OFF 3 1;ONNECT WITH SLEEVE 0,I) $ D.I. SPOOLS FINAL CONNECTION SY CITY FORCES EXISTING HATER LINE PTTBT iC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN — 300.3 DEPARTMENT IN -LINE TEE 8 TWO VALVES AIARC'H 201 D 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC. NC. BCF SERIE5 MS80F 1324-18 ATH 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EOUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FCR TOU04REAQ PIT LID (SEE DETAIL A -A) g' LAIN 12" MAX FINISH GRADE . m c fSz 36" MIH COVER i NEW DUCTILE RUN WATERY AtN CITY P-MVATF RPMO P7RNC JIN UWMPRQV�t NIGHY OF J WAY INSTALL METER 13DX AT PROPERTY LINE WITH T2" LONG COPPER TAILPICCL w a SIDEWALK w TOUCHREAD WATER METER TO BE T2,. SUPPLILD Y THE l cc CITY TYPE 'K" SOFT 3 � �fj COPPER - TUBIId� kF SERVICE LINE TO HOUSL IS 3/4" OR 1' TO I3E INSTATLED IN THE FUTURE GALVANIZED lNSTAU_ FORD C14-33 0R 44 FIPT x COMPRESSION COUPLING L-LODP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP "TH BALL VALVE. FORD GOPPERSETTER FOR 1" METER: FORD V5H72-15W-44-440, 6R TAPERED THREAD (CC). OUICK JOINT McDONALD BRASS: 21-415W=44. OR MUELLEF� I-B-2470-2 BOTH INLET AND CUTLET WIH QUICK JOINT PADLOrK WINCE ON (1" FBIGDO-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SKALL BE WITH QUICK JOINT. N OTE: ALL METER B05(ES INSTALLED YATHIN CONCRETE OR PAVED OR14WAYS SHALL 9C CAST-IRON EQUAL TO OLYMPIC FOUNDARY. ExpmsON J+UIFzTs MUSH BE INSrALLE-D oN BOTH SIDES OF METER EQK. LAW N OTE; THE CENTER ❑F THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB - PUBIC WORh19 .I + -- DEPARTMENT RILL 2" DIA_ F+DL.E FOR AMR (AUTOMAnc ETER READ) TCIIIC'#iREAD PEACE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE 4F PIT LIO 1" WATER SERVICE SM. PLAN — 320.1 NIOVEM13ER 2009 A PLAAN VIE WATER 12' MIN. 18' MO. 12, SEE DETAIL I" i J >. rt h SECTION A —A >— VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD � OPERATING NUT "@ "WATER" CAST INTO IT 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4—I4" 01A, 1 f8 MIN. THICKNESS 2 PIECE CAST IRON VALVE BOX, RICH—SEATTLE TYPE 1„ STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED �� t/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATION NUT FXTENS[ON NOTE - EXTENSIONS ARE REQLIIREO VMEN VALVE NUT 15 MORE THAN THREE {3) FLET BELOW FINISHED GRADE. EXTENSIONS ARE TO 13E A MINIMUM OF ONE (1) FOOT LONG- ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED A5 NCTED. AND PAINTED WITH TWO COATS OF METAL PAINT, VALVE STARKER MOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 24" VALVE MARKER POST WHITE POST ` PUBLIC WORKF VALVE BOX. MARKER & OPERATING SM. PLAN -Boa * .+ DEPARTMENT NUT EXTENSION MARCH 2010 SCALE: 1 "=30' SAL: WD M71"I CITY OF IWO RENTON am _ DATUM AT FULL SOME ELEV-185.20 planning/Building/Public Works Dept. F NOT ONE NM SCALE ACCOPA*MY LEEOPMENT ENGINEERING WASTEWATER UTILITY o vez 07/20/2020 Ann Fowler 07/28/2020 0 0o Q Q 0 00 Q a a FmMwitchell ATER UTILITY 07/28/2020 a Kp DEVELOp[�MEM7 SLf-IIOR7 pL 7 �� 8/2019 1825 25 NE Mhi & FTELOBO' BOOK � HEHTO0 K1 %TIMED PmD DRWM No- AGE � C-19 " 19 OF 22 W-408906