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HomeMy WebLinkAboutS-336102N G �w a S 0 O O 1 � a�2q�c� Lr O W LJ z 3 N p J zQ Y Q LJJ Q a_ LJJ W Q g� 1-I-I O O E— Z C� -Wy C% W r� 6" BUILDING SEWER PIPE - TEE WTH 6" SIDE OUTLET T 6" SIDE SE FR AND RINI DtN • SEWER PROPERTY LINE A i A D.. L —I -- FUTURE I BUDDING SEWER 2 "'K t" STUD SERVICE MARKER PAINT UPPER PORTION MUTE ANS STENCIL ON I 10• SLUE WORDING *SEWER" MTH 3" HIGH BUCK UTTERS AND /6 WILE WRAPPED .�—� AROUND THE STUD AND EXTENDED TO THE AI 'I1.__R TOP OF THE SD. L�7�' --1 UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST 15 IRON SADDLE SECURED TO SEWER MAIN WTH STAINLESS STEEL BANDS CFG710N A -A WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAN AND REINFORCED CONCRETE, DI PIPE AND Q PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE WT AND HAVE A NEW TEE SECTIONED IN. B B 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE- 1: 3:5 MIX by �.g(MG 1O CONCRETE BLOCKING ♦p \� 2`' Py'"�F -� ' G� Z)G MIN SLOPE HORIZONTAL T_ 6" SIDE OUTLET TEE SEWER MAIN SEWER MAIN SECTION B -B 6•' MIN. CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION CAST IRON RING ANC OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. SW 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 2" BEEHIVE SIMMER -V LAKE PARK TOWNHOMES CUT OPENING AS REQUIRED, AFTER INSTALLATION. GROUT AROUND PIPE NOTES 1, 6' CiEANWT RING AND CONE SHALL BE EAST JORDAN IRON NDM`S, NC. STANDARD SIDE SEWER INSTALLATION ND, 3875. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. Z. N UNIMPROVED AREAS POUR A 1' -D' THKx. 2' -0' SQUARE (SETTER MAIN TO PROPERTY L(NE) CaYCRElE. C(A55 JDOO. PAD AROUND TIE RIND AND WVER. 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANQUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING iMt3& .. vrr oP RHBRDx OTAMDABD PIANO LOT DAM w/. N R.dsM n°ta JON 13'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC, BAS° INC. BCF SflBES MSBCF 1324 -1B MAN 1.73' TENQ( DUCTILE IROi DIAMOND PLATE COVER EQUAL TO MID - STATES PLASDCS INC. MSCBC -132hR MTH READER DD -AND 1 -518' DRILLED HOLE FOR TOUCNREM PIT LB) (SEE DETAIL A -A) PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, NTH 2 INCH SIENtlLED BLACK LETTERS TO SAY: 'DO NOT BLOCK ACCESS' B' MIN 2' MAX FINISH GRADE E 36' MIN COVER w� ! AIW © O DDCVA MUST BE INSTAUFD IMMEDIATELY AFTER y PIPE PENETRATI ON THROUGH BLURTING FLOOR SUB. Q ROOM IN WHICH DDCVA IS LOCATED SHALL: Ln A. HAVE ROpt DRAIN CONNECIEO W THE SANITARY SEWER SYSTEM I G B. HAVE A HEATING ,=(C SIEM (4M F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA R • p D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PI $A Op Re A MGR -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE I o QTY OF MENTION FOR INSPECTION OF THE DDCVA AND METER. £ £ LL SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALUTON OF DDCVA Q MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR RENEW AND APPROVAL A SEPARATE TIRE SPRNKUER PERMIT IS REQUIRED. ®- Y 2" OPEN PATIERN, RETURN SEND - 180' ARE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 2" GALVANIZED IRON PIPE FIELD LOCATE COMPRESSION, TYPE SUCH AS CLOW MEDAWCN; M k H 928, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH S' MECHANICAL JOINT INLET MTH LUD& 5-1/4' MAIN VALVE OPENING. TWO 2 -1/2' HOSE CONNECTIONS NATIONAL STANDARD THREAD& 4' PUMPER ,MNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 17"X30" PLASTIC METER BOX EQUAL TO MX) STATES 4.876' SEATTLE THREAD X 5- STORY, ATTACHED WITH 1/8' STAINLESS B" MAX PLASTID BCF SERIES 1730-18 MM 2' THICK DUCTILE STEEL CABLE IM-1/4 T PENTAGON OPERATING NUT. FIRE, S /HYDRANT TO IRON DIAMOND PLATE 18•x31• NSCBC 77JOR BE PAIT W11 TNO COATS lK PLANT. NiILY-M00R'G'E PRESERVAT4£ PAINT No. 57110-5 8 3 DTM ACRYLIC 0.054. SAFETY OW (IR APPROVED ETJMAL PUMPER CONNECTION TO FACE ROADWAY OR AS 1" CLOSE NIPPLE DIRECTED BY ftENTON ARE DEPARTMENT. FIRE HYDRANT EXTENSION TO 1" UNION 1" BRONZE CATS VALVE, SCREW EQUAL BE USED IF REQUIRED. 1" MP LE TO RED -WHITE VALVE CORP. FIG NO.290 LIMON ^C COJWNG COPPER TO MALE IRON 7B' TO 20' BEHIND BACK OF PIPE -FOND C28-44 DR EQUAL, CURB Ofl 12' BEHIND BACK OF 2" RESIUENT SEAT CATE VALVE SIDEWALK THAT IS ADJACENT TO WITH THREADED ENDS CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER, Y' BRASS NIPPLE - O' LONG EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B' TOP SECT I- 44 �(MIPT X MIPT) 4,875 - x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT F--4 -3 4• • P oC - 2 IRON PIPE THREAD CORPORATION STOP MTH EXTENSION AS REWIRED (SEE DWi BR48 /PAGE BOBO). / 12" ININ. Cb'" /� LIT BEND FOR COPPER. FORD TYPE F1000 PACK O " JOINT M. MAX RAISED PAVEMENT MARKCR TYPE SO 1" GALVANIZED IRON MIN 2 AS STMSMITE TWO -WAY BLUE WATER TIGHT PIPE To ITT JOINT NG PLUG 2" OAF WITH 1181-Z I" STRAP SERVICE CLAMP 'NTH 1" 90' ELBOW 2" IPS TAP TO AT, EQUAL TO MEULLER CO. HOLE FOR DRAIN. 42' NN- CONCRETE BLOCKING BURY 1" TYPE "K' So, COPPER AILING 2'0' BRASS BUSHING BEND C) 1" COMBINATION NR RELEASE k VACUUM VALVE, MAIN LIVE TEE. WITH 8' FLANGE 987E OUTLET. SCREWED. APCO NO. 143C DR EQUAL. 6' GATE VALVE (FL X NJ) AWWA C-609. RESUME SEAT e' DUCTILE IRON PIPE CLASS 52 CEMENT UN ®, LENGTH 70 AT WASHED GRAVEL PASSING 1 -1/2" AND RETAINED OR 2 -3/4' CON- TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE ROD& 1/4" MESH FOR DRAIN 16' . O- x 4' MINIMUM CONCRETE BLOCK .D AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE HYDRANT DER -1 /ABOVE BOUT FLANGE, YARD WASHED DRAIN ROCK (3'TD 3 /B') MIN. 1' E PU CE 8 MIL _ INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS . POLYETHYLENE FILM AROUND TOP AND SIDES OF IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, 1" AIR &VACUUM RELEASE GRAVEL ADOITIONAL DEPTH OF LINE TO CREATE A HIGH VALVE ASSEMBLY POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. FIRE HYDRANT ASSEMBLY ADOPTED LOCATE ARE - VACUUM METER BOX OUTSIDE OF TRAFFIC ; rm De tl2TIIOX AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. — DAUBS: w/04 LEVEL ALL GROUND I - -�- MIN 3' RADIUS LEyEL ALL GROUND REMSIDPo 19Y APPR'DI DWG. NAME: BOBS SP PAGE: 8094 NIN 3' RADIUS PLUG TO BE SEALED 1 x 5' ITORI IN SAME MANNER AS �6 1 sioftz j ONE MAN Roca MAIN SEWER JOINTS. FILL FOR 3/4' TO 2' DCVA USE FOGTITE CONCRETE METER B� BOX No. 2T (17'x21') MTH 3/3' STEEL COVER PLATE CUT METER BOX SHALL BE DOUBLE STACKED. FOR 2 -1/2' �sfcµ)M nMSI G:AOE� �a�ocva USE unuTr VAULT CO. Moo¢ z5u OR 6 INCH CLEANOUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY OF TOLE" u5TDSTANDARD rLV+s L41' ATE: °s /w DWG. NAME: 8076 SP PAGE:8076 IH UNIMPROVED RIGHT OF j (� WAY INSTALL METER BOX AT it:' PROPERTY USE WIN 12' �• qs LONG COPPER TAILPIECE. y� gl SIDEWALK g� TOUCHREAD WAIER WIER 10 BE JI ly SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING IF SERVICE UNE TO MOUSE IS I BE INSTALLED IN THE FUTURE INSTALL FORD C11L. OR 44 ROT WESSON CWPIJNG ZopDOWN TO CENTEMJNE OF WATER MAIN TO PROVIDE SACK IN COPPER R FOt 5 /B' 3/4' YETFBE FORD SERVICE UNE TO METER. QMr % 1T,VF4A-33G. !X2 Md1HNAlD BRASS 21- 215W00033, D MUELEM 3/4- 8-2470 -2 MTH ANGLE BALL VALVE ON NL ANU SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREW FORD VHH72- 15W- 44 -44G, OR (CC). QUICK JOINT MCDONALD BR ' 21-415WCOQ44. OR MUELLER 1- B- 2470 -2 (3/4' F10°0 -3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET MTN PACK JOINT WTH GR"m (1' FIODO -4-G) OR AY MCDONND 47010 PADLOCK "N6'S ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK-JOINT FITTINGS SHALL BE NTH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED FD "THIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SDES OF METER BOX. A— A Umu 1 -5/8' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1/2' MIN. FROM NEAREST AND FRONT EDGE OF PIT LID F- TYPT I RIB NOTE: J THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE WEN SIDE OF MORE THAN ONE RIB. Ah \ \•- T l �ii;7 A�,�•�'�(i�ii�r, ®ice �• \�' \ \:�_ E6 all-W. 55 \ \1\ R Jar A •. _A \`�I \, \� . =11 6 \D � • 1t" BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE CHECK VALVE ASSEMBLIES NOTE: 1 HEALTH CERTIFIED IFIED BA KIEL -VA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH RENTON WATER ASSEMBLY TESTER TEST REPORT MUST BE SUBNE. TO CITY OF RENTON WRIER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW UNE X3/4• & I• WATER SERVICE tlY.S� ADOPTED CRY M RRTBOX 6BANDAtO ITAN3 L4l INTO: w/w DWG. NAME: 8106 SP PAGE: BIDS DOUBLE CHECK VALVE ASSEMBLY ADOPTED ANDAM) CRY OP RFDDON 91'AIT PIANO IMM! 1R TWIG: w/w i lIEYYAD YMYT3. EDNm RXT OL1' K DATE REVISION p DWG. NAME: 8701 SP PAGE: B10 77 3 ` TESTING DETAIL FINAL CONNECTION DETAIL F F w A R u _ D.I. .M. R UNE O VERTICAL CROS$(MJxFL) FOR POLYPIGGING AIER ALL CLEVNING BY POLYPIG. PRESSIRtE TESTING TAPPING TEE (AJAR) AND DISINFECTION, REMOVE TEMPpUAY BLOO(k GLOW -OFF TAPPING GATE VALVE (R WJ) 1 -BOND FLANGE DN TOP WITH 2' TAP AND Y PLUG 1 -BLIND RANGE ON BOTTOM . AND CONNECT TO VALVE WITH 0.1. 5UffiYE (NJ) k DJ. SPOOLS TEMPORARY PLUG (MJ) WITH 2 -INCH TAP FINAL CONNECTION BY tlTY FORCES AND 2 -NCH BLEW -OFF ASSEMBLY 1- PLUGARY BLOC 2-TAP k Y BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK NOTES 1. TAPPING TEES STALL BE MADE OF CART NON, OBE CO IRON . OR EPDXY- COATED STEEL BOLTS AND NUTS ED B FO CDR -TIER. ALL LEES AND VALVES SHALL BE WRIER TESTED BEFORE TAP Z. NO SIZE T SIZE TAPS DI CAST -IRON WATER USES TAP SHALLL BE AT LEAST P' SMALLER OS EME MAN THE OR OUSTING ANN. 3. NO WET TAP ON ASBESTOS CEMENT UNE OR S1EE1. UNE 4. WET - TAPPING OF EXISTING OTY OF RENTON WATER MAINS MU. BE DOME BY SPUR TAPS. ING, U.S. FILTER. SUPERIOR-TAPPING NQ OR WATER CONNECTION DETAIL AESTERN UTUTIES SUPPLY GM. INC. 5. CONTRACTOR SMALL POTHOLE AND EVRIY THE HORIZONTAL AND NET -TAP EXISTING WATER MART VERTICAL AL MEMY OF DUSTING LINE OR STUB AND SHALL START LAVING THE NEW UNE AT THE SAME HORIZONTAL ANQ VERTICAL AUGNMENT OF ME EXISTING STUB. CRY OP A@ROX 6. OTT' PONCES Wu_ PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE MTH D.I. SLEEVE AND D.I. SPOOL 4 STANDARD PLANS IR °RTC 04/04 iVAME.,,B, RK7 SP FIR 2'I3 ADOPTED car or MINIM - ®R- — STAMDMMU M PIANO TOT DAM w/w DWG. NAME: 8102 SP PAGE:B102 'WEN" TARGET PLATE 'SHUT' TARGET PLATE NEW INDICATOR POST GRADE - 8 NEW VALVE (FL) 1- MNN UNE TEE (MJ x R) NTH CONCRETE BLOCKING Z ® '„ IN EASEMENT IXN PMVATE PROPERTY �. R NEW THRUST BLOCK 0�P 3000 PSI O 28 DAYS POST INDICATOR (WATER MAIN LOCATED SHALL NOT BE MORE THAN 50 FEET TO BUILDING) VALVE BOX AND COVER VALVE DETAIL �T'ONAL N.T.S. LKEIPE : 7 04/23/0 CONCEPT ENGINEERING, INC. 455 Rainier 2- BRANCH VALVE (R x MJ) WITH } CUSS 52 QUCDLE IRON PIPE (4 INCH MINIMUM) FR11S1 LEVEL WITH SHACKLE RODS Issaquah, Washington 98027 �(425) _ 392 -8055 (oVYr:yht (c) 199'1 ,r. ;Ut Er J ring, FAX (425) 392 -0108 II.. kI 1,,­ ...I ALL PIPE AND FITTINGS SHALL BE RESTRAINED AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARD& h POST - INDICATOR VALVE (NJ) "TH TAMPER SWTCH ELEVATION NEW OF DDCVA WTH FLANGED DUCTILE IRON PIPE SPOOL Z 0 5- 2 -80' BENDS (R x FL) 0- 18' LANG SPODI. (R x PE) COUPLING ADAPTOR j W Z J- MANGE ADJUSTABLE STEEL PIPE SUPPORT. B- APPROVED DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY STANCHIONS BOLTED TO FLOOR. ((DpEERR LATEST DEPT. OF HEALTH APPROVED UST OF BACXROW PREVENTON DEWCFS) I- W O BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE ROOK RNLI NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR AONSIABIE PIPE UNDER DDCVA J 3 r •~-• ZO (n SUPPORT COLUMNS IT- QS k Y VALVES TO BE RESUMT SEATED WTH TAMPER SWITCHES. `ADD WIRING N ACCORDANCE MAN L k I 10- METERED 3/4 INCH BY -PASS DCVA - BY -PASS METER SNALL BE A 314 INCH - > O W '9ENSUS -ECR' SR POSITIVE DISPLACEMENT METER EQUIPPED WTH A REMOIE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL 11- SWING TYPE GRAVITY CHECK VALVE. FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING o no W o 12- 4'x 4' A e' BURL. ELBOW. THREADED 13- UL LISTED ARE DEPT. CONNECTION, UL LASTED BREAK AWAY CAPS LOCATE "THIN INSIDE BUILDING INSTALLATION FOR 50 FEET MAXIMUM OF A PUBLIC ARE HYDRANT. m a, F i; AFTER FIED INSTALLATION, MAIN DDCVA -0 BY -PASS DCVA MUST BE TESTED 3 INCH AND LARGER _ r SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY DETECTOR DOUBLE CHECK VALVE ASSEMBLY BE SUBMITTED TO tlTY OF RENTON WATER UTIUPY w a W ro a 7 N TESTER. T5T REPQRT MUST ENGNEbr DEPARTMENT PRIOR TO ACTVAToN OF NEW LINE INSTALL BRASS PLUGS AT ALL TEST COCKS. 1 r W > a W J a > Z 4 4 CITY OP RHRON BPANNUM, PIANB TyT DATE: 04/04 UJ PR DWG. NAME: 8177 SP PAGE: 8117 j Al REVISION ®- Y 2" OPEN PATIERN, RETURN SEND - 180' ARE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 2" GALVANIZED IRON PIPE FIELD LOCATE COMPRESSION, TYPE SUCH AS CLOW MEDAWCN; M k H 928, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH S' MECHANICAL JOINT INLET MTH LUD& 5-1/4' MAIN VALVE OPENING. TWO 2 -1/2' HOSE CONNECTIONS NATIONAL STANDARD THREAD& 4' PUMPER ,MNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 17"X30" PLASTIC METER BOX EQUAL TO MX) STATES 4.876' SEATTLE THREAD X 5- STORY, ATTACHED WITH 1/8' STAINLESS B" MAX PLASTID BCF SERIES 1730-18 MM 2' THICK DUCTILE STEEL CABLE IM-1/4 T PENTAGON OPERATING NUT. FIRE, S /HYDRANT TO IRON DIAMOND PLATE 18•x31• NSCBC 77JOR BE PAIT W11 TNO COATS lK PLANT. NiILY-M00R'G'E PRESERVAT4£ PAINT No. 57110-5 8 3 DTM ACRYLIC 0.054. SAFETY OW (IR APPROVED ETJMAL PUMPER CONNECTION TO FACE ROADWAY OR AS 1" CLOSE NIPPLE DIRECTED BY ftENTON ARE DEPARTMENT. FIRE HYDRANT EXTENSION TO 1" UNION 1" BRONZE CATS VALVE, SCREW EQUAL BE USED IF REQUIRED. 1" MP LE TO RED -WHITE VALVE CORP. FIG NO.290 LIMON ^C COJWNG COPPER TO MALE IRON 7B' TO 20' BEHIND BACK OF PIPE -FOND C28-44 DR EQUAL, CURB Ofl 12' BEHIND BACK OF 2" RESIUENT SEAT CATE VALVE SIDEWALK THAT IS ADJACENT TO WITH THREADED ENDS CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER, Y' BRASS NIPPLE - O' LONG EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B' TOP SECT I- 44 �(MIPT X MIPT) 4,875 - x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT F--4 -3 4• • P oC - 2 IRON PIPE THREAD CORPORATION STOP MTH EXTENSION AS REWIRED (SEE DWi BR48 /PAGE BOBO). / 12" ININ. Cb'" /� LIT BEND FOR COPPER. FORD TYPE F1000 PACK O " JOINT M. MAX RAISED PAVEMENT MARKCR TYPE SO 1" GALVANIZED IRON MIN 2 AS STMSMITE TWO -WAY BLUE WATER TIGHT PIPE To ITT JOINT NG PLUG 2" OAF WITH 1181-Z I" STRAP SERVICE CLAMP 'NTH 1" 90' ELBOW 2" IPS TAP TO AT, EQUAL TO MEULLER CO. HOLE FOR DRAIN. 42' NN- CONCRETE BLOCKING BURY 1" TYPE "K' So, COPPER AILING 2'0' BRASS BUSHING BEND C) 1" COMBINATION NR RELEASE k VACUUM VALVE, MAIN LIVE TEE. WITH 8' FLANGE 987E OUTLET. SCREWED. APCO NO. 143C DR EQUAL. 6' GATE VALVE (FL X NJ) AWWA C-609. RESUME SEAT e' DUCTILE IRON PIPE CLASS 52 CEMENT UN ®, LENGTH 70 AT WASHED GRAVEL PASSING 1 -1/2" AND RETAINED OR 2 -3/4' CON- TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE ROD& 1/4" MESH FOR DRAIN 16' . O- x 4' MINIMUM CONCRETE BLOCK .D AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE HYDRANT DER -1 /ABOVE BOUT FLANGE, YARD WASHED DRAIN ROCK (3'TD 3 /B') MIN. 1' E PU CE 8 MIL _ INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS . POLYETHYLENE FILM AROUND TOP AND SIDES OF IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, 1" AIR &VACUUM RELEASE GRAVEL ADOITIONAL DEPTH OF LINE TO CREATE A HIGH VALVE ASSEMBLY POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. FIRE HYDRANT ASSEMBLY ADOPTED LOCATE ARE - VACUUM METER BOX OUTSIDE OF TRAFFIC ; rm De tl2TIIOX AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. — DAUBS: w/04 LEVEL ALL GROUND I - -�- MIN 3' RADIUS LEyEL ALL GROUND REMSIDPo 19Y APPR'DI DWG. NAME: BOBS SP PAGE: 8094 NIN 3' RADIUS PLUG TO BE SEALED 1 x 5' ITORI IN SAME MANNER AS �6 1 sioftz j ONE MAN Roca MAIN SEWER JOINTS. FILL FOR 3/4' TO 2' DCVA USE FOGTITE CONCRETE METER B� BOX No. 2T (17'x21') MTH 3/3' STEEL COVER PLATE CUT METER BOX SHALL BE DOUBLE STACKED. FOR 2 -1/2' �sfcµ)M nMSI G:AOE� �a�ocva USE unuTr VAULT CO. Moo¢ z5u OR 6 INCH CLEANOUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY OF TOLE" u5TDSTANDARD rLV+s L41' ATE: °s /w DWG. NAME: 8076 SP PAGE:8076 IH UNIMPROVED RIGHT OF j (� WAY INSTALL METER BOX AT it:' PROPERTY USE WIN 12' �• qs LONG COPPER TAILPIECE. y� gl SIDEWALK g� TOUCHREAD WAIER WIER 10 BE JI ly SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING IF SERVICE UNE TO MOUSE IS I BE INSTALLED IN THE FUTURE INSTALL FORD C11L. OR 44 ROT WESSON CWPIJNG ZopDOWN TO CENTEMJNE OF WATER MAIN TO PROVIDE SACK IN COPPER R FOt 5 /B' 3/4' YETFBE FORD SERVICE UNE TO METER. QMr % 1T,VF4A-33G. !X2 Md1HNAlD BRASS 21- 215W00033, D MUELEM 3/4- 8-2470 -2 MTH ANGLE BALL VALVE ON NL ANU SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREW FORD VHH72- 15W- 44 -44G, OR (CC). QUICK JOINT MCDONALD BR ' 21-415WCOQ44. OR MUELLER 1- B- 2470 -2 (3/4' F10°0 -3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET MTN PACK JOINT WTH GR"m (1' FIODO -4-G) OR AY MCDONND 47010 PADLOCK "N6'S ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK-JOINT FITTINGS SHALL BE NTH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED FD "THIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SDES OF METER BOX. A— A Umu 1 -5/8' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1/2' MIN. FROM NEAREST AND FRONT EDGE OF PIT LID F- TYPT I RIB NOTE: J THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE WEN SIDE OF MORE THAN ONE RIB. Ah \ \•- T l �ii;7 A�,�•�'�(i�ii�r, ®ice �• \�' \ \:�_ E6 all-W. 55 \ \1\ R Jar A •. _A \`�I \, \� . =11 6 \D � • 1t" BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE CHECK VALVE ASSEMBLIES NOTE: 1 HEALTH CERTIFIED IFIED BA KIEL -VA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH RENTON WATER ASSEMBLY TESTER TEST REPORT MUST BE SUBNE. TO CITY OF RENTON WRIER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW UNE X3/4• & I• WATER SERVICE tlY.S� ADOPTED CRY M RRTBOX 6BANDAtO ITAN3 L4l INTO: w/w DWG. NAME: 8106 SP PAGE: BIDS DOUBLE CHECK VALVE ASSEMBLY ADOPTED ANDAM) CRY OP RFDDON 91'AIT PIANO IMM! 1R TWIG: w/w i lIEYYAD YMYT3. EDNm RXT OL1' K DATE REVISION p DWG. NAME: 8701 SP PAGE: B10 77 3 ` TESTING DETAIL FINAL CONNECTION DETAIL F F w A R u _ D.I. .M. R UNE O VERTICAL CROS$(MJxFL) FOR POLYPIGGING AIER ALL CLEVNING BY POLYPIG. PRESSIRtE TESTING TAPPING TEE (AJAR) AND DISINFECTION, REMOVE TEMPpUAY BLOO(k GLOW -OFF TAPPING GATE VALVE (R WJ) 1 -BOND FLANGE DN TOP WITH 2' TAP AND Y PLUG 1 -BLIND RANGE ON BOTTOM . AND CONNECT TO VALVE WITH 0.1. 5UffiYE (NJ) k DJ. SPOOLS TEMPORARY PLUG (MJ) WITH 2 -INCH TAP FINAL CONNECTION BY tlTY FORCES AND 2 -NCH BLEW -OFF ASSEMBLY 1- PLUGARY BLOC 2-TAP k Y BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK NOTES 1. TAPPING TEES STALL BE MADE OF CART NON, OBE CO IRON . OR EPDXY- COATED STEEL BOLTS AND NUTS ED B FO CDR -TIER. ALL LEES AND VALVES SHALL BE WRIER TESTED BEFORE TAP Z. NO SIZE T SIZE TAPS DI CAST -IRON WATER USES TAP SHALLL BE AT LEAST P' SMALLER OS EME MAN THE OR OUSTING ANN. 3. NO WET TAP ON ASBESTOS CEMENT UNE OR S1EE1. UNE 4. WET - TAPPING OF EXISTING OTY OF RENTON WATER MAINS MU. BE DOME BY SPUR TAPS. ING, U.S. FILTER. SUPERIOR-TAPPING NQ OR WATER CONNECTION DETAIL AESTERN UTUTIES SUPPLY GM. INC. 5. CONTRACTOR SMALL POTHOLE AND EVRIY THE HORIZONTAL AND NET -TAP EXISTING WATER MART VERTICAL AL MEMY OF DUSTING LINE OR STUB AND SHALL START LAVING THE NEW UNE AT THE SAME HORIZONTAL ANQ VERTICAL AUGNMENT OF ME EXISTING STUB. CRY OP A@ROX 6. OTT' PONCES Wu_ PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE MTH D.I. SLEEVE AND D.I. SPOOL 4 STANDARD PLANS IR °RTC 04/04 iVAME.,,B, RK7 SP FIR 2'I3 ADOPTED car or MINIM - ®R- — STAMDMMU M PIANO TOT DAM w/w DWG. NAME: 8102 SP PAGE:B102 'WEN" TARGET PLATE 'SHUT' TARGET PLATE NEW INDICATOR POST GRADE 8 NEW VALVE (FL) UNDISTURBED SUBGRADE �. R NEW THRUST BLOCK 0�P 3000 PSI O 28 DAYS POST INDICATOR 824 A��f 9f 01STi VALVE DETAIL �T'ONAL N.T.S. LKEIPE : 7 04/23/0 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 �(425) _ 392 -8055 (oVYr:yht (c) 199'1 ,r. ;Ut Er J ring, FAX (425) 392 -0108 II.. kI 1,,­ ...I CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION Dnte Dale Dute Dole Com ents: CD.w -3}610 - iCAPlWED 5.3341uLCxoJ) Arm 2_2201', b