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HomeMy WebLinkAboutR-383527LitI w z 9 z18" BEHIND BACK OF CURB J L'i OR 12" BEHIND BACK OF z F- SIDEWALK. 10' MAX. FROM I� o EDGE OF TRAVELED WAY VERTICAL w w 1" ANGLE CHECK VALVE FORD w p U HA34-444 OR APPROVED 1/4 RAKE m cr 0- I EQUAL PACK JOINT SIDEWALx CL VERTICAL OR PVMT. MARKER 18"(TYP)- -�-- FORD A24 METER °. ROLLED cuRe PER SPECS. 36" MIN ADAPTER BLUE PAINTCL o r . 18'- 24' CAST IRON VALVE 60X IN CITY OF RENTON. U I LID SEE C.O.R. DWG. BR48/PG.BD90 O VARIABLE 6'GATE VALVE Lli I CL 52 6" D.I. PIPE- a (!) 36" MIN RESTRAINED PER SPECS. a ° HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE ALL IAROUND �" � � 1" TYPE K COPPER AS APPROVED BY I x DISTRICT. EXPANSION LOOPS 1 "MIN - 2"MAX. FROM INSIDE Q 1/2 YARD, 1 1/4~ -.i,• CONCRETE THRUST BLOCK . MUST BE HELD FLAT AS POSSIBLE. FRONT WALL OF METER BOX N WASHED ROCK 4'x 8'x16' MIN CONCRETE BEARING BLOCK (TYPICAL FOR ALL SERVICES)-�---- ---M- FIRE HYDRANT ASSEMBLY RESIDENTIAL VERTICAL/ROLLED CURBlu ROADWAY WITH o o Q ROADWAY 1l"�'ITH DITCHES CURB & GUTTER METER BOX w/— ROADWAY / CULVERT READER LID I � (SEE NOTES) 3' MIN. 1.5' MIN. m Li EXCEPT IN 10' MAX CUT/n „ �y USH C. 4 THICK ASPHALT a _ ROCK ANGLE STOP W/LOCK WING, PAD: PER SPECS CORPORATION STOP FORD BA43-444W BY CTS Q 3 TEE OFFSET PLUGGED CROSS FORD FB1000xCTS GRIP VERTICAL CRUSHED ROCK i JOINT OR MUELLER GRIP JOINT MUELLER 6 1/4• RAKE KING CO. PVMT. MARKER ,► P-25008 P-24258, 1 "METER. a CCUL ERT PER SPECS. < 2--1 BARSn 9 4'-1” TYPE K o.. a a P ��'' ``�' a'rOi°°`_ 18"- 24" CAST IRON VALVE A��Rfi� AIN COPPER DITCH BOX IN (ASEE C O.R. DWG.FBR46�G BDsO FIRE HYDRANT 8 �C y� GATE VALVE 9 VARIABLE AIN 4" THICK ASPHALT TYPE K COPPER ---�°- 8 MIL VISQUEEN m PAD: PER SPECS. 0 n ALL AROUND CULVERT PER KIN o' n x `4 CL 52 6' D.I. PIPE a' 1/2 YARD, 1 1 4 COUNTY ROAD "a v 22.5'± WASHED ROCK / RESTRAINED PER SPECS• STANDARDS 1993, _ 1" PACK JOINTx FIPT CPLG. CONCRETE THRUST BLOCK w/ BEVELED ENDS "x 8"x18' MIN CONCRETE BEARING BLOCK 7.1 FORD C14-44 OR APPROVED PLAN VIEW EQUAL. INSTALL THREADED FIRE HYDRANT ASSEMBLY WATER SERVICE SADDLE WATERMAIN PLUG TO REMAIN UNTIL ALTERNATE ROMAC 101 SERVICE LINE FROM BUILDING FIRE HYDRANT ASSEMBLY GRAVEL SHOULDER. VERTICAL BEND PLUGGED DRESS OR SMITH-BLAIR IS CONNECTED VERTICAL (BEND NOTE: COPPER LINE BETWEEN CORP STOP NOTES: NOTEs: 3, ,� P --- 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED 1. SURFACE TO BE LEVEL do UNIFORMLY GRADED, G� & ANGLE STOP SHALL BE ONE PIECE (NO ui AROUND HYDRANT (3 RADIUS) � FITTINGS) BY THE DISTRICT. 0 2. ROCKERY TYPE RETAINING WALL TO BE <Coo 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE PROVIDED WHERE NECESSARY IN CUT OR FILL o "� }� ti STEEL SHIM PLATE NOTES: SPECIFICATIONS. $ Z AREAs. Z c o NOTE: ALL BRASS SHALL BE LEAD FREE BRASS 3. METER BOX SHALL BE: a � ONE-MAN ROCK ONE-MAN ROCK \ �w 1. ALL CONCRETE FOR ®LOCKING SHALL BE A. IN AREAS WITH ROLLED CURB OR METER BOX IN DRIVEWAY, USE 3' " FIVE (5j SACK MIX. MIDSTATES BOX #MS -BCF -1521--12-B WITH READER LID #MS- BCF- 1521 --RLI SERVICE SADDLE, CORP STOP2. ALL BLOCKING SHALL BE POURED AGAINSTB. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, USE CARSON STANDARD PLASTIC METER BOX #1220-12L WITH BLANK PLUG FIRM, UNDISTURBED EARTH. AND SERVICE LINE READER LID. 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL-- � �,, PLUGGED END �'0R 3. BLOCKING AGAINST FILL MATERIAL, DISTURBED PIECE. THE POST SHALL BE 2"x 4" WITH THE 18" ABOVE GRADE Q� c° R POOR SOILS SHALL BE DESIGNED BY rw TYPICAL RSECTION " "', p DISTRICT ENGINEER. PAINTED BLUE ON ALL SIDES. STENCIL WATER IN 2 LETTERS WITH FUTURE EXPANSION BLACK PAINT. ' � NTS FIRE HYDRANT IN CUT FIRE HYDRANT IN FILL z z a FIRE HYDRANT LOCATION CUT OR FILL CONCRETE BLOCKING DETAIL. TYPICAL SERVICE DETAIL Q _j -JQTS W FIRE HYDRANT ASSEMBLY a Qo k rw� SINGLE SERVICE NTS 4 U NTS oQ a4 © a �r E o 1" TYPE K COPPER j�l u °) v z SERVICE LINES < Y LOT �o �, o CONCRETE METER BOX FOGTITE Q c / NO. 2 OR EQUAL w SOLID X METER BO �� V Z FIBERGLASS 20/20 /„ 0 ° CL CL -' MESH SCREEN CONCRETE COVER 17"x 28 I.D. co � TWO SECTIONS MINIMUM, SET o = i' 10' BLOW --OFF MARKER POST WILL v d - y o 2 SCH. 40 GALV. PIPE TOP OF BOX FLUSH w GRADE rm U rn 3 / z BE REQUIRED UNLESS BLOW -OFF co I J) 2" PLUG AND COUPLING z `�' iS IN PAVEMENT. _0 00 V-0" 4" THICK CONC. AOR CSI W � Co Ln CLEAR ASPHALT PAD, 2 METER z Q AROUND BOX & CD 6 co VALVE BOX vi " LOT r-iro 11 `, °z a T 2 UNION FINISH GRADE PLAN VIEW a CL i•, 1 t W • O HORIZONTAL z 18"x 24" CAST IRON LOCATION VALVE BOX BLOW—OFF ASSEMBLY z o Z MARKER 'OST w N 3 MAX. �' o J t- Of Q 0 ° FILL w/ U) v T VERMICULITE U) w FOR INSULATION o 6,� U 2" COMBINATION AIR z GV VALVE MARKER POST WILL BE �,�.�* VALVE APCO MODEL 2" PIPE 145C OR APPROVED --''`� 1O' REQUIRED UNLESS VALVE IS IN � c SWING SL. 2-3% PAVEMENT AND TOP OF VALVE EQUAL JOINT -----:--- ` �— BOX IS AT FINISHED GRADE. -- J J METER METER =, Q METER O SWING ,. £ :f >: �rN -- �--- = PROP. LINE JOINT � . b � . i, � PROP. LINE a ` � , PROP. LINE Z{� :: 0 Z C) SOLID CONCRETE ~'''-2" CORP. STOP, � .� BEARING BLOCK FORD FB500 OR METER OR m d . METER OR m METER 4"x 8"x 16" " GATE VALVE w 2" EQUAL (IPT) U . 2 / SQUARE OPERATING . ".: � �.Naa, 5' PERM. NUT a n . E5MT (TYP) w }— 0 < NQTE: 1 MAX.7 a a 1, °_- 1' MAX. Z T 1. PIPE AND FITTINGS FROM MAW VALVE MA POST w _ a MARKER E R TO GATE VALVE SHALL BE BRASS DOUBLE STRAP SADDLE �� CL C) CONFORMING TO AWWA 0800. ALL OTHER PIPE AND FITTINGS TO BE (ROMAC 202S, 2"IPT) WATERMAIN NOTE: MARKER POST PAINTED WITH 2 TOP COATS OF FARWEST PAINT CASE W UNSCH. 40 LESS ESS OTHERWSENIZED NOTTEDT AR WITHOUT SIDEWALK WITH SIDEWALK WITH SIDEWALK EELYELLOW PN #X3472. LETTERS SHALL BE 2" HIGH AND STENCILED IN COATING REQUIRED BETWEEN MAIN BLACK PAINT. z > & BOX FOR AIR VAC. IN R/ili/ IN E S IMT LIJ z 2. ALL ABOVE GROUND GALV. TO BE rw F_ PAINTED FARWEST PAINT CASE MARKER P0 r YELLOW PN # X3472, TWO COATS. NOTES; (� NTS < 3. SWING JOINTS SHALL BE DOUBLE STREET 1. WATER SERVICES SHALL BE LOCATED AT LEAST 5' FROM ELBOWS OR 2 90° BENDS & NIPPLES. POWER VAULTS, HAND HOLES AND/OR LIGHT STANDARDS. 2. CUSTOMER SIDE OF METER BOX APPROXIMATELY 2" INSIDE EACH BOX. r� SUR DI[SMCTNO, � rw AIR/VAC VALVE ASSEMBLY - BASE MAP J B - c � � NTS t"w METER. BOX LOCATION CONSTRUCTION .. ,,, SHEET OF5 NTS DRAWINGS: DATE: 3 DRAWING J z ui 77z z m oc rrl m cnO 0 0 � �z Z n 1 D C3 m 5 7 oc rrl ~"o 0 0 � �z Z n 1 C3 m 5 7