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Home My WebLink AboutR-407215FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINtED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK /--OR PLANTING STRIP �21 Me 36" MIN COVER" TWO-PIECE CAST IRON VALVE BOX WITH LUG / TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. J/- RAISED PAVEMENT MARKER TYPE 88-A / STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE THRUST BLOCK '�'`'`'' `a,:"= '�'4"'"": "- MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x B" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LE LEVEL ALL GROUND VEL ALL GROUND MIN 3' RADIUS y MIN 3' RADIUS 1 ONE MAN ROCK o �6 1 1 // • 6" CONCRETE PAD 6 L`- 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT 0� MARCH 2O10 WATER MAIN 2" CLOSE NIPPLE � 2" 90' ELBOW ONCRETE 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 - PLANTER OR CAST IRON BOX IN PAVED &,.OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90" ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 6" MAX -I - WITH REGULAR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED - 2 1/2" NST (HOSE) GATE VALVE, SCREWED AND 2 7/2" FNST 2" GALVANIZED CAP WITH GASKET PIPE 12" LONG 2" CLOSE NIPPLE 2"x2"x2" TEE AND 2" CAP BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90" ELBOW _ AND 90' ELBOW. INSTALL 4 MIL POLYETHYLENE oa o 04�0'0 °o oa 18" MAX. 2" 90' ELBOW PLASTIC COVER OVER WASHED o Qo ❑ ❑o o° G P° o❑�G' Sod GRAVEL. CUT HOLE FOR PIPE -000 oGo on 10 CU, FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION ' ■ PUBLIC WORKS 2" BLOW -OFF STD) PLAN -- 340.1 DEPARTMENT PERMANENT ASSEMBLY (ARCH 2010 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419 MARKER MARKER MARKER I � , I , TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKERMARKER FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS 4" RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) Y * PUBLIC WORKS HYDRANT MARKER LAYOUT PLAN - 310.3 r DEPARTMENT N, MARCH 2O10 DocuSign Envelope ID: 7CDD886C-C843439E-9366-C6DSBOF8BBB7 MANHOLE FRAME AND COVER 6" SEE STD. PLAN 401 } 12" - MAiC. - ADJUSTMENT RINGS AND MORTAR JOINTS +_ SEE NOTE 5 I rl CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-4-43 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED 1' MIN. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL- .2"!TYP' LADDER -POLYPROPYLENE i SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF 1% +: PRECAST BASE SECTION OR CAST IN SHELF- 'B' '..... , : ,• •NOT I TO SCALE IA, ,B, .C, ID, ,E, 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" B" MIN. 5.5" MIN- 24" MIN, 24" I-D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. 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. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE U3F OF SHiM5 IS PROHISITEO. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHAME COATING; WASSER MC-SHIELDCOAT 100 OR APPROVED £DUAL; COLOR OF COATING SHALL BE WHITE. 7, RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE, 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE DR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 11. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER. STD. PLAN - 400.1 D PUBLIC DEPARTMENT WORKS STANDARD SANITARY MANHOLE Lyw__ 9/11/2019�1` DEPARTMENT GISIZ GATE k�a 1 AS-BUILTS 03/19/2021 N 0 . REVISION 2:12 P 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCCC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE 36" MINI COVER - o � l7TY PIPING PRIVATE PIPING w Z IN UNIMPROVED RIGHT OF WAY INSTALL Z I ZI METER BOX AT PROPERTY LINE WATH 12" t=' w • LONG COPPER TAILPIECE. w SIDEWALK a I -79 TOUCHREAD WATER METER TO BE 12' SUPPLIED BY THE z :1 CITY � g TYPE "K" SOFT o 0 COPPER TUBING `� M1 NEW DUCTILE IRON WZ IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 APT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER• FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET TION STOP WITH BALL VALVE. FORD COPP Rc TT R FOR 1" METER, FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-41SWCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-Q) OR AY MCDONALD 4701E BOTH INLET AND OUTLET NTH QUICK JOINT. PADLOCK WINGS ON (V FB1000-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- " ' DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST :F AND FRONT EDGE OF PIT UD TYPICAL RIB I 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. G• PUBLIC WORKS 3/4" AND 1" WATER SERVICE STD. PLAN - 320.1 7� DEPARTMENT NOVEMBER 2009 11116EETIESM met 16 s6mu LIFT afe lITI�sH� ''� } 1'. [HAWETE�R OD- �4 Wx1 . (ALUM6/r - TT A t.S tf�ILjU 12Et- PAk, 9E77k?StCLASS-ph SAND OR ASPF1 ALT FOAM - JM T-1' 2-104, KLr GET 14L 45' 1 r/0) 4CW PIPS MAkFWAL AS '1PtCM G Ov THE -EWhEff a, II4) IIIND. MaIlk t. :r Aw 6" cmph-IDUT FaNCS AND OYdRS M SEkWR MAINS 94AL[ E EASF jUMM IRDN *DWS, INK ** wit IFRdOR CT hC DP)MW�r OR f 'CG CWk CLCAN OWT *04I_ M9 A M ATEA TIPHT ASWE I_r R. ITN VMMW PWKD {A. MA5, P%M Any �{W ATM Cm, r-fr '+�'y�I�yM FIE WNUI'TA 1; 'A S 0"9. PAP •'•�1• 1jP TMI< MQ " W"P. SR11. FILM - M113 PQDI•K WORIK5 9- OR b" r-EEANOUT PEFOATMEMT FORSEANITARY SEWER MAIN GAZ 41111) 20]L I 4 NT SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 03/19121 SDM iCHECKED: EDM BY DATE APPR I APPROVED: NEM L]-2 11-1/4- BEND 22-1/2' BEND 45' BEND 14 CAP TEE 90' BEND Ole: THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIiZM SILT OR FIRM SILTY SAND C:J PACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 T/4- 90- 45' BEND 11 1 /4' go' 45' BEND 11 1 /4" FITTING BEND TEE CAP OR PLUC do 22 1/2' BENS] TEE CAP OR PLDG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BLND BEND BEND 4" 7.0 4.2 4-2 1-7 2.9 2.1 2.1 1.0 2.2 1-6 1-6 1.0 6 13-3 9.4 9-4 3.8 6-7 4-7 4.7 1.9 5.G 3-5 3-5 1.4 8 23-3 16-7 16.7 6-7 11-7 8-4 9-4 3-4 8.8 6-3 6-3 25 12 53.0 37.5 57.5 T, 0 26.5 16.6 19.8 7-5 20.0 14-D 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-O" MIN, COVER FOR WATERMAIN LESS THAN 12". 4'-V' MIN. COVER FOR WATERMAIN 12 OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BEARING AREA REFERS TD THE FACE OF BLOCK MEASURED IN 50IJMC FEET 11 LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN $HALL BE DETERMINED BY THE ENGINEER- 2, ALL BLOCKING $HALL RE POUREO IN PLACE AGAINST UNOIBTURDM NATIVE CROUND. 3- ALL POURED THRUST BLOCKS SHALL BE DACKFILLED AFTER MIN- I DAY_ PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2-)- S. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR CLANGS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. L- J QO QO O 0 O (�I J Y CONCRETE BLOCKING FOR STD. PLAN - 330.2 * PUBLIC WORKS HORIZONTAL AND DOWNWARD * DEPARTMENT VERTICAL BENDS MARCH 2O10 Know what's below. Call before you dig. SCALE: VERTICAL: NAVD 1988 • N. T. S HORIZONTAL: NAD 1983/1991 CITY OF PRI RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY THESE PLANS ARE ",AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS M0 W O SAPPHIRE ON TALBOT CONSTRUCTION DETAILS LLJ_ DATE:03/ 1912021 = FIELDBOOK: N/A PAGE: N A DRAWING NO: 18615 V) SHEET: OF: 16 19 R-407215