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HomeMy WebLinkAboutS-38600313"x24" PLAST'C METER BOX EQUAL TO MID -STATES PLASTIC, d6 tf G) 48" MH 48" INC. SCF SERIES tvMSBCF 1324-18 WITH 1.75" THICK DUCTILE 5"MIN 24 MIN. 21" 1. D._ CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, 24" I.D. 60" MH 60" PIPING PIPING INC. MSCBC- i 324-R WITH READER L.11)AND 2" DRILLED HOLE z m FOR TOUCHREAD PIT LID (SEE DETAIL A -A) m w O � __,IN IN UNIMPROVED RIGHT OF Z J I -' WAY INSTALL METER BOX AT } ' PROPERTY LINE WITH 12."Lr- LONG COPPER TAILPIECE. w ' 9" MIN o I SIDEWALK O Ix 12" MAX: I a — FINISH GRADE --.— �l//--- /�--'..f - ) z_ X d w I1 TOUCHREAD WATER METER TO BE +� 12" =_ o o SUPPLIED B`. THE 36" MIN COVER `" M i! I %� it CITY TYPE "K" COPPER SOFT TUBING N o 0 22 -1 /2' NEW DUCTILE !RON WATERMAIN fI 1= SERVICE LINE TO HOUSE IS ` 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED 'NS T F.L L FORD C14-33 OR 44 RPT PLUG CO;APRESSION COUPLING L LOOP DOWN 10 CI=NTERUNE OF WATER MAIN 10 PROVIDE SLACK IN COPPER L—.COGPERSETTER FOR 5/5�x3�=+.. "�1�T.=EK_ FORD SERVICE LI?O WAFTER. VBH72-15W-44--33G, CR 'AcDONALD [iRASS: 21-215WCOQ33, OR � R: 3/4- 8--2470- �:'iTn ANUS BALL VALVE ON INLET AND MUELLER: SINGLE CHECK VALVE C^: OUTLET 1-- CORPORATION STOP WITH BALL VALVE-. FORD Copp _RSETTER FOR 1" %IETER: FORD VBH72-15W--44--44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-«15WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" F61000-3--0) OR f= Y MCDONALD 47011, BOTH INLET .AND OUTLET WITH QU:CK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY tr1CDCNALD 47016 INLET ANGLE BALL VALVE rAND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE YtTH ;QUICK JOINT. NI3TE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHAT L BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH' SIDES OF METER BOX. DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE r 2- f1/2" k11N. FROM NEAREST I ^ AND FRONT EDGE OF PIT LID `- TYPICAL RIB NOTE: THE CENTER OF 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. -7 v v AND 1" WATER SERVICE STD. PLAN —320.1 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 (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 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. �- d6 tf G) 48" MH 48" ' 6" MIN. 5"MIN 24 MIN. 21" 1. D._ 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. 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 SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR 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. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 8'!D. PLO -400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE � DEPARTMENT SEPTEMBER 2011 PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON BOLTHOLES — 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER Wmaum COVER & FRAME PLAN VIEW 25' DIA, [635MM] 1' _ 3/4' [25mm] [19mm] El 8 3/4' L 2 1/2' C222mml [64mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mml 25 1/4' DIA [641mm] 1 1/16' 1/4' (6MM) DIA [27mm] NEOPRENE GASKET 6' l I [152mm] 5/8' 23 3/8' DIA CL OPEN [16MM] 1594mm] 27 5/16' DIA (694mml 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC, (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' f 1 1/16' [6mm] [27mm] [3MM] 1/8' CR3MM] GASKET GROOVE DETAIL C867MM] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN — 401 �;' ^ �� PUBLIC WONT MANHOLE FRAME AND COVER �j DEPARTMENT DECEMBER 2008 2" BEEHIVE STRAINER 2"x2"x2" TEE 2" 90' BENDS 2" GALVANIZED IRON PIPE TO FIT WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN NOTE 2" OPEN PATTERN, RETURN BEND - 180' 2" GALVANIZED IRON PIPE FIELD LOCATE — 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. 2" UNION SHORT NIPPLE 2" CLOSE NIPPLE 2" UNION 17"x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18"x31" MSCBC 1730R 2" BRONZE GATE VALVE, SCREWED EQUAL TO RED -WHITE VALVE CORP. FIG NO. 280 2" RESILIENT SEAT GATE VALVE WITH ' THREADED ENDS 2-2" BRASS 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS CLOSE ` I~VIPPE 2 CORPORATION STOP 90' BEND, I.P. THREAD TO COPPER, EQUAL TO FORD FB 500. 2" TYPE K SOFT -, I COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. AIR AND VACUUM VALVE 2" ASSEMBLY APCO NO. 1452C OR EQUAL. AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. ' STD. PLAN — 340.4 2" AIR &VACUUM RELEASE i ASSEMBLY Know wnara below. 0811 before you dig. • d6 D G) z O z = C O -pp z m m m O D D n O O C Cn 'D • m �m "z z m cn O D ' O Z Ll D m O Ujm