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Home My WebLink AboutWTR2702928.7N 1 a o� w m J O Li V) r 0 Lv Q 0 CD z 0 J HORIZONTAL BEND i Y- \ TEE !' y> - VERTICAL BEND VALVE ANCHOR OFFSET ALTERNATE VERTICAL BEND SHIM PLATE NOTES: `BLANK PLUG PLUGGED END FOR FUTURE EXPANSION -1 "BARS PLUGGED TEE PLUGGED CROSS \ \ PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. 3. BLOCKING AGAINST FILL MATERIAL, DISTURBED OR POOR SOILS SHALL BE DESIGNED BY DISTRICT ENGINEER. CONCRETE BLOCKING- N. T. S. NOTE: COPPER LINE BETWEEN CORP STOP & ANGLE STOP SHALL BE ONE PIECE (NO FITTINGS) w) I lw z z z >_ Li � w 0 w O v � w I a 18"(TYP)� / I T13" MIN 36" MIN 10" MAX. —ANGLE CURB STOP, LOCKWING 3' MIN COVER FORD KV 43-444W BY CTS GRIP JOINT MUELLER H14258-1"METER SIZE WATERMAIN SERVICE SADDLE ROMAC 101 & CORPORATION STOP, FORD F1000 BY 1" TYPE K COPPER AS APPROVED BY CTS GRIP JOINT OR MUELLER H-15008 DISTRICT. EXPANSION LOOPS APPROX. 10' ABOVE SPRING MUST BE HELD FLAT AS POSSIBLE. LINE. ROADWAY WITH CURB AND GUTTER w Iw z) w z J I Z I J I w >- w Z w a w a O 0 O a a ELI I 18"(TYP)� i � 36" MIN I r 8" MIN 10" MAX. 3' MIN COVER — ANGLE CURB STOP, LOCKWING FORD KV 43-444W BY CTS GRIP JOINT MUELLER H14258-1"METER SIZE WATERMAIN SERVICE SADDLE ROMAC 101 & CORPORATION STOP, FORD F1000 BY 1" TYPE K COPPER AS APPROVED BY CTS GRIP JOINT OR MUELLER H-15008 DISTRICT. EXPANSION LOOPS APPROX. 10' ABOVE SPRING MUST BE HELD FLAT AS POSSIBLE. LINE. ROADWAY WITH DITCHES TYPICAL ROADWAY SECTION. N.T.S. 1• TYPE K COPPER ? SERVICE LINES a < Z � z w X � a N PLAN VIEW rnoonoenrua ctno WITHOUT SIDEWALK WITH SIDEWALK IN R/W RW LOT Meter i� I o f i� I a Meter LOT NTAL ION zz Meter a PROP. LINE 0R m Meter Y V Q o� 5' PERM. s� ESMT (TYP) 1' MAX. WITH SIDEWALK IN ESMT METER BOX LOCATION N.T.S. CONCRETE STRADDLE BLOCK w/ SHACKLE RODS TO G.V. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH & SIZED BASED ON PRESSURE SHACKLE OF WATER MAIN &SOIL RODS CHARACTERISTICS w 8" (OR LARGER) WATER MAIN 8" (OR LARGER) PI A AI GV: MJxMJ ASPHALT PAVEMENT (A U a a_ 18"-24" CAST >z VALVE BOX 0 STRADDLE BLOCK w/� z_ ¢ SHACKLE RODS N 6 F -. NOTES 4" RED: PExPE CONCRETE TYPE METER BOX, FOGTITE NO. J20S TYPE 1 OR APPROVED EQUAL w/ STEEL BOLT —DOWN COVER PLATE 4"PVC PLUG 4" THREADED FLG.—\� r- 4" 4" ADAPT:MJxFL -4"D.I.P. RISER 4" 90' BEND: MJxMJ 8" (OR LARGER) W WATER MAIN 8" (OR LARGER) GV: MJxMJ 81.x 4" RED: PExPE ELEVATION 1. SHACKLE RODS:2 EA. 3/4" GALV. STEEL TIE RODS w/ ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS & BOLTS AFTER INSTALLATION. 2. MEGA -LUGS REQUIRED ON ALL MJ FITTINGS. 3. NO MARKING POSTS REQUIRED. 4. SIZE & USE ADDITIONAL REDUCERS AS NECESSARY FOR MAINS LARGER THAN 8". 4" BLOWOFF ASSEMBLY FOR 8" OR LARGER MAINS FOR FUTURE EXTENSION (IN PAVING) N.T.S. 1"MIN — 2"MAX. FROM INSIDE FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES) — CARSON STANDARD FIBERGLASS METER BOX #1324-15L w/ READER LID ANGLE STOP W/LOCK WING, — FORD KV43-444W BY CTS GRIP JOINT MUELLER H14258-1"METER. TYPE K COPPER 1" ANGLE CHECK VALVE FORD HA34-444 OR LID APPROVED EQUAL PACK JOINT 11" NIPPLE V 4'-1" TYPE K COPPER 1" PACK JOINTx FIPT CPLG. FORD C14-44 OR APPROVED EQUAL NOTES: 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE SPECIFICATIONS. SINGLE SERVICE TYPICAL SERVICE DETAIL N.T.S. FIRE HYDRANT SHALL BE COMPRESSION TYPE EITHER CLOW MEDALLION; M & H 929 OR MUELLER CENTURION 250 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 STORTZ ADAPTOR, 4" SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NO. 43-655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. CONCRETE STRADDLE BLOCK FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. w/ SHACKLE RODS TO G.V. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH CONCRETE & SIZED BASED ON PRESSURE OF WATER MAIN & SOIL BLOCKING CHARACTERISTICS SHACKLE 8"x 4" RED: PExPE RODS VALVE MARKER POST (SEE DETAIL) A 8" (OR LARGER) WATER MAIN +!> CONCRETE TYPE METER BOX, FOGTITE NO. J20S TYPE 1 OR 8" (OR LARGER) PLAN APPROVED EQUAL w/ STEEL GV:MJxMJ BOLT —DOWN COVER PLATE VALVE MARKER POST (SEE DETAIL) 2" THICK CONC. OR ASPHALT 4"PVC PLUG PAD 2' AROUND BOX & VALVE BOX 4" THREADED FLG-� r4" Q w 18"-24" CAST IRON w VALVE BOX >z o0 0 STRADDLE BLOCK w/�_4" ADAPT:MJxFL SHACKLE RODS 4"D.I.P. RISER 6" { 4" 90• BEND: MJxMJ T8" (OR LARGER) 8"x 4" RED:PExPE WATER MAIN 8" MJ LARGER) GV:MJxMJ ELEVATION NOTES 1. SHACKLE RODS:2 EA. 3/4" GALV. STEEL TIE RODS w/ ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON TIE RODS, NUTS & BOLTS AFTER INSTALLATION. 2. MEGA —LUGS REQUIRED ON ALL MJ FITTINGS. 3. SIZE & USE ADDITIONAL REDUCERS AS NECESSARY FOR MAINS LARGER THAN 8", 4. THE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY. 4" BLOWOFF ASSEMBLY FOR 8" OR LARGER MAINS FOR FUTURE EXTENSION (OFF PAVING) N.T.S. BLOW -OFF MARKER POST WILL BE REQUIRED UNLESS BLOW -OFF IS IN PAVEMENT. BLOW —OFF ASSEMBLY MARKER POST VALVE MARKER POST WILL BE REQUIRED UNLESS VALVE IS IN PAVEMENT AND TOP OF VALVE BOX IS AT FINISHED GRADE. VALVE MARKER POST NOTE: MARKER POST PAINTED WITH 2 COATS OF FARWEST PAINT CASE YELLOW PN# X3472. LETTERS SHALL BE 2" HIGH AND STENCILED IN BLACK PAINT. V .9 W Q 0 N w 0 CQ H CQ co co c0p L w MARKER POST 00 N.T.S. CL N t� 0 0 18" TO 20" BEHIND BACK OF CURB o z z Y OR 12" BEHIND BACK OF SIDEWALK TWO—PIECE CAST IRON VALVE BOX w � � c� WITH LUG TYPE COVER. EQUAL TOCL co THAT IS ADJACENT TO CURB `lc Q � o � o OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT v a c EXTENSION AS REQUIRED (SEE DWG BR46a co /PAGE B090). MAX „ t0 00 p 01 MIN 2' RAISED PAVEMENT MARKER TYPE 88 A8 L °" N � , o STIMSONITE TWO-WAY BLUE. N a, uj CR z ui u L m v 04 U° a ��1� 42" MIN CONCRETE BLOCKING m tm- u_ BURY Wgm292808 CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. — c\l - C � =;�:.� .: °':-.; ='. RESILIENT N T SEAT A 09 RES L E � .... X MJ AWW C 5 " AT VALVE FL .. 6 GATE , ( W 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4 STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. F- 16" x 8" x 4" MININUM = ® z CONCRETE BLOCK UNDER HYDRANT 1 /3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8") W - f U O W FIRE HYDRANT ASSEMBLY (MODIFIED FROM CITY OF RENTON STANDARD DETAIL) O WATER DISTRICT NO. 90 b z Z 0 qO APPROVED z 0 CONSTRUCTION DATE:r DRAWINGS: LLI - W LEVEL ALL GROUND W m MIN 3' RADIUS z Q Q L- ONE MAN ROCK ® 0 6 Q CL W CUT FILL HYDRANT LOCATION IN CUT OR FILL (CITY OF RENTON) N.T.S. BASE MAP SHEET OF DRAWING C6.32 SCANNED MAR 2 8 ZUUJ