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Home My WebLink AboutWTR2703498.2J: m 0 a; E M Z 0 T a3 T U E E v 0 CD O O N O O L- w Q w L� A #3 BAR EACH CORI` #3 BAR EACH SIDE #3 BAR EACH Botesch, Nash & Ha Architects, P. S. 2727 Oakes Avenue • Everett, Washington 98201 Telephone 425-259-0868 • Fax 425-252-4334 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 1:3:5 MIX CONCRETE BLOCKING PROPERTY LINE Z_ 6'-0" o FUTURE BUILDING SEWER M 2"x 4" STUD SERVICE MARKER PAINT w UPPER PORTION WHITE ANS STENCIL ON } I- SIDE WORDING "SEWER" WITH 3" HIGH a BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE ry TOP OF THE STUD. 0- UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. \-6" SIDE OUTLET TEE } SEWER 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION ��OG �NG PN � gL MP NGR�'( GO 2% MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION N.T.S. (CITY OF RENTON STD. 3078) PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 905.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) CORRUGATED POLYETHYLENE STORM SEWER PIPE 6" OR 12" IOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT #3 BAR EACH CORNER 18" MIN #3 BAR HOOP l;A FCH BASIN TYPE 1 N.T.S. (CITY OF RENTON STD. B012) 110ZPerteet Inc. 425-252-7700 1 1-800-615-9900 2707 Colby Avenue, Suite 900 Everett, Washington 98201 M EMF WAsy �s 44jQ � Z Y 40584 I EEC I 1 . As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4_ The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. �. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. All pickup holes shall be grouted full after the basin has been placed. SEE NOTE 1 CITY OF RENTON PERMIT REVIEW REVISION 1 /2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON 10 11 PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. z < 3 io -4 n 1�.� N o 7 A - A DRILL 1-5/8" DIA. HOLE FOR TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST T AND FRONT EDGE OF PIT LID 1 TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (dwg BR46/Page B090), 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x FIPT. 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each 2"-90' brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron domond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 1-5/8" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. CITY PIPING w z l:1 z J J IN UNIMPROVED RIGHT-OF-WAY INSTALL METER BOX AT PROPERTY LINE WITH a 0 12" LONG COPPER TAILPIECE a 0 a a_ 9" MIN. 12" MAX. Z x LEAVE EXPOSED 0 N U 12" T BY PASS NOT ALLOWED FOR IRRIGATION METERS C' CRUSHED ROCK e BASE TO SUPPORT VAULT. QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN PRIVATE PIPING 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. MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (dwg BR46/page B090). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or bronze elbows (FIPT x FIPT). 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-12B-11-66 (x 13-3/16"), McDonald Brass: 3OB612WDFF665 or Mueller B-1427-1 1/2", With flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series 12. MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 1-5/8" drilled hole for touchread pit lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. 1-1 /2" & 2" DOMESTIC & IRRIGATION WATER SERVICE DETAIL N.T.S. (CITY OF RENTON STD. 13107.1) RECESSED LIFT POCKET 12 Y4" 14" - 12Y4"- 14" - CAST IRON RING NOTES: 1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 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. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 6" Or 8" CLEAN OU T N.T.S. (CITY OF RENTON STD. B076.1)_ 1 06 09 SURVEYED: SCALE: VERTICAL: NAVD 1988 1 M=1 01 HORIZONTAL: NAD 1983/1991 CITY 0 F DESIGNED:WE DRAWN: GIW�G RENTON 1�11�1� ZONE INCH DATU M CHECKED: ATATFULLSCALE Planning/Building/Public Works Dept. APPROVED IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY EME CONCRETE CLASS 3000 t TIGHT W-349802 CHECKED FOR COMPLIANCE TO CITY STANDARDS �W!W . •. _ FRONTIER BANK- RENTON, WASHINGTON 201 SOUTH THIRD STREET RENTON, WA 98057 FIELDBOOK PAGE: DRAWING NO: C6.1 UTILITY DETAILS SHEET OF: tp 0 - 3 4'7?� 6 (r:_ o � O � o z r7l 1 W o N w 4 1Z 00