The URL can be used to link to this page

Home My WebLink AboutS-364004FIRE HYDRANT SHALL BE COREY TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS. CLOW MFOAUION: M & P 924, MIAMLEN SUPER CENTURION 200, AND WATEROLS PACER WIN 6' MECHANICAL JOINT INLET WN LUGS. 5 -1/4' MAIN VALVE OPENING TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER - CONNECTION CITY OF SEATTLE THREADS }NTH A STORE ADAPTOR, 4.875" SEAM, THREAD X S ". STORZ, ATTACHED W1TH 1/8" STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NU- FIRE HYDRANT TO - DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO COMPACT SAND A GRAVEL \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE 1- IF REQUIRED. C' Ou FT. 'h ^ V�Al NEW 'A'ATER MAIN POLYFI6 s d^- II I/4' 1^-1. MIN. 18" TO 20" BEHIND BACK OF L.L 112 1 /4' 90' ONE BUNG FLANGE ON BOTTOM OF CROSS Q ,C.0 Z W 111 /4' I • I-- CURB OR 12' BEHIND .BACK OF W Z CAP OR PLUG" W BEND a U'rt CAP OR ;UG V 40F'WALK THAT IS ADJACENT TO Z CAP OR PLUG h 22 1 /2. 4 fLWJ AUN'IVR Q CURB w J BOND BOLTS PER O 4875' x 5' STORZ TWO- -PIECE CAST IRON VALVE BOX WITH LUG la TOT y d 0 '2A 9.1 5.5'x6" THICK CONCETE PAD ANINO TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 22 U IN Jry� 6 HYDRANT. PNIEN TOR MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE LL 3fl e.7 AT 1Q, W E %PANSION JOINT AT FIRE HYDRANT SHALL BE COREY TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS. CLOW MFOAUION: M & P 924, MIAMLEN SUPER CENTURION 200, AND WATEROLS PACER WIN 6' MECHANICAL JOINT INLET WN LUGS. 5 -1/4' MAIN VALVE OPENING TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER - CONNECTION CITY OF SEATTLE THREADS }NTH A STORE ADAPTOR, 4.875" SEAM, THREAD X S ". STORZ, ATTACHED W1TH 1/8" STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NU- FIRE HYDRANT TO TI GATE VALVE (FL S NJ) CEMENT T LINE RESIDENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2 -3 /4" COR -TEN STEEL BE RODS. 16" x B" X 4" MINIMUM I/2 YARD OF 1 -1/4" WASHED DRAIN ROCK CONCRETE BEARING p ABOVE BOOT FLANGE. PLACE 6 MIN BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LMEI D ///--- LEVEL ALL GROUND / MM 3' RADIUS ��1TT ONE MAN ROCK1y� TE PAD 6 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 a •� a PUBLIC WORKS FIRE HYDRANT ASSEMBLY K DEPARTMENT MARCH 2010 PLAN VIE` WRIER \} VALVE BOX LIC WITH / EARS IN DIRECTION OF 2" SQUARE ✓ WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12' MIN. 1 18' MAX.I -> 4" VALVES IN PAVED FOR VALVES IN PAVED AREAS / 4 -i/4" DI A. 12' / 1/$" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH- SEATTLE TYPE 1" STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED 1,/8" MIN. THICKNESS �- 2 -1/4" INSIDE MEASUREICENT 2 -i /4" DEPTH VALVE OPERATING NUT SECTION A -A' EXTENSION VALVE OPERATION NUT EXTENSION NOTE: ��4'• EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW y' FINISHED GRADE:: EXTENSIONS ARE TO BE A 38 MIN, MINIMUM OF ONE (1) FOOT LONG. ONLY ONE WIDTH EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE -. it 62" OF STEEL, SIZED AS NOTED, AND PAINTED f _I WITH TWO COATS OF METAL PAINT. _» -R 24" VA_VE MARKER NOTES VALVE MARKERS SHALL BE EQUAL TO CARSOWTE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1 DF,'I >P.12'I'MEN'1' NUT EXTENSION h1nRCH 2010 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON a S 1 -i/4' BEND 22-1/2' BEND 45 BEND CAP TEE 90' BEND THRJST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS - DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO COMPACT SAND A GRAVEL \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE BE USED IF REQUIRED. 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) Ou FT. 90' NEW 'A'ATER MAIN POLYFI6 s 4S SEND II I/4' 90' MIN. 18" TO 20" BEHIND BACK OF .5. p_Np 112 1 /4' 90' ONE BUNG FLANGE ON BOTTOM OF CROSS 45'BENO 111 /4' RIDING CURB OR 12' BEHIND .BACK OF TEE CAP OR PLUG" & 22 1/2' BEND 3' CAP OR ;UG k 2 /2' 40F'WALK THAT IS ADJACENT TO 2E CAP OR PLUG h 22 1 /2. 4 fLWJ AUN'IVR CURB 3/$" X 4" ANCHOR - BOND BOLTS PER 4875' x 5' STORZ TWO- -PIECE CAST IRON VALVE BOX WITH LUG la 4Y d 11 '2A 9.1 5.5'x6" THICK CONCETE PAD ANINO TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 22 1.fi IN I1 6 HYDRANT. PNIEN TOR MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE 9. 3fl e.7 AT ] E %PANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 3.5 35 1.9 ® FINISHED GRADE BACK OF SIDEWALK AS REQUIRED. 2' 2.. ( CONCRETE SIDEWALK { OR PLANTING STRIP //-- RAISED PAVEMENT .MARKER TYPE 88 -A STIMSONIM TWO -WAY BLUE REFLECTIVE 6d 2.5 Qw 53.0 3l5 }],5 ES.D 26.5 IP.e I8.8 >5 20.0 14.0 36" MIN 56 AREAS CALCULATED ON 300 PSI W- PRESSURE, 3' -0" MIN, COVER FICA WATERMAIN LESS THAN 12', 4 -0` MIN. COVER FOR WATERMAIN 12' OR GREATER. -AMC HEIGHT OF THRUST BLOCK (FT) - 05 x DEPTH OF TRENC3 COVER CONCRETE BLOCKING 3 CONCRETE ^'6 THRUST BLOCK MAIN LINE TEE. WITH 6' FLANGE SIDE OUTLET. i0p TI GATE VALVE (FL S NJ) CEMENT T LINE RESIDENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2 -3 /4" COR -TEN STEEL BE RODS. 16" x B" X 4" MINIMUM I/2 YARD OF 1 -1/4" WASHED DRAIN ROCK CONCRETE BEARING p ABOVE BOOT FLANGE. PLACE 6 MIN BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LMEI D ///--- LEVEL ALL GROUND / MM 3' RADIUS ��1TT ONE MAN ROCK1y� TE PAD 6 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 a •� a PUBLIC WORKS FIRE HYDRANT ASSEMBLY K DEPARTMENT MARCH 2010 PLAN VIE` WRIER \} VALVE BOX LIC WITH / EARS IN DIRECTION OF 2" SQUARE ✓ WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12' MIN. 1 18' MAX.I -> 4" VALVES IN PAVED FOR VALVES IN PAVED AREAS / 4 -i/4" DI A. 12' / 1/$" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH- SEATTLE TYPE 1" STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED 1,/8" MIN. THICKNESS �- 2 -1/4" INSIDE MEASUREICENT 2 -i /4" DEPTH VALVE OPERATING NUT SECTION A -A' EXTENSION VALVE OPERATION NUT EXTENSION NOTE: ��4'• EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW y' FINISHED GRADE:: EXTENSIONS ARE TO BE A 38 MIN, MINIMUM OF ONE (1) FOOT LONG. ONLY ONE WIDTH EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE -. it 62" OF STEEL, SIZED AS NOTED, AND PAINTED f _I WITH TWO COATS OF METAL PAINT. _» -R 24" VA_VE MARKER NOTES VALVE MARKERS SHALL BE EQUAL TO CARSOWTE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1 DF,'I >P.12'I'MEN'1' NUT EXTENSION h1nRCH 2010 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON a S 1 -i/4' BEND 22-1/2' BEND 45 BEND CAP TEE 90' BEND THRJST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SLT OR COMPACT RAND COMPACT SAND A GRAVEL \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE :ARM ERTY SAND 3 FT .MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) Ou FT. 90' NEW 'A'ATER MAIN POLYFI6 s 4S SEND II I/4' 90' SIZE OF VERTICAL CROSS $HALL BE THE SAME AS SIZE OF MAIN LONE .5. p_Np 112 1 /4' 90' ONE BUNG FLANGE ON BOTTOM OF CROSS 45'BENO 111 /4' RIDING DCND TEE CAP OR PLUG" & 22 1/2' BEND ICE CAP OR ;UG k 2 /2' BEND 2E CAP OR PLUG h 22 1 /2. 4 fLWJ AUN'IVR SEND 3/$" X 4" ANCHOR - BOND BOLTS PER BEND 4 la 4Y d 11 '2A 9.1 ]1 I.IT 22 1.fi IN I1 6 3.3 9♦ 9. 3fl e.7 AT ] L9 SO 3.5 35 1.9 FINISHED GRADE 2' &6 6.3 6d 2.5 12' 53.0 3l5 }],5 ES.D 26.5 IP.e I8.8 >5 20.0 14.0 140 56 AREAS CALCULATED ON 300 PSI W- PRESSURE, 3' -0" MIN, COVER FICA WATERMAIN LESS THAN 12', 4 -0` MIN. COVER FOR WATERMAIN 12' OR GREATER. -AMC HEIGHT OF THRUST BLOCK (FT) - 05 x DEPTH OF TRENC3 MIN. HEIGHT OF THRUST BLOCK (FT) - C.D. PIPE + L0' IFASREFEB 10 i .E " \\ \ \ ,UP N' B_.. MEASURED V I IAREF T NOTES: I. LOCATION ANO SIZE OF BLOCKING FOR PIT LARGER MAN 12MMMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER, 2 ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED TIRUST 81OLMS SHALL BE BACMILIEO AFTER MIN.I DAY, PRESSURE 1ESTNG SHALL OCCUR PFTR CONCRETE HAS REACHER NOMINAL COMPRESSIVE STRENGTH, 4. ALL BLOCKING SHALL BE CONCRETE CL 5 F -PPL 5. BLOCKING AGAINST NTi:NGS SHALL BEAR AGANST ME GREATEST FITTING SURFACE AREA POSSIB_E, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, TONY BOSS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS DANIEL BE PROMISED, CONCRETE BLOCKING FOR SID. PLAN - 330.2 ®� PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2010 I+N TEMPORARY 2" GALVANIZED PIPE AND 2 GATE VALVE FINISHED GRADE ELEVATION CR -PL) AND 3E NIELLIGENT COMMUNICATION PAINTED BLUE \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POURING 3 FT .MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) Ou FT. " NEW 'A'ATER MAIN POLYFI6 s tt C" AD'9END LINO) _\ VERTICAL. CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS $HALL BE THE SAME AS SIZE OF MAIN LONE VERTICAL CROSS (NJ X FL) ONE SUND FLANGE ON TOP OF CROSS WITH 2" TAP L 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE SLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "PIXY -PIG') ONE BUNG FLANGE ON BOTTOM OF CROSS ONE PLUG (NJ) ON END OF CROSS f,ONCREM BLOCKNG ALL DEBRIS AND POETICS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC WORItS POLY PIG STATION FOR CLEANING OF SID. PLAN - 300.6 A 2 ROSILIEN I �• � DEPARTMENT WATER MAINS LADDER ERIN SEATED BRASS GATE VALVE AND 2" P "_UG MARCH 2010 a" flxM. P➢PPTOR "HOT 4 fLWJ AUN'IVR 120 VOLT E! ECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE FkOTECPON REDUCED PRESSURE BACKFL0IN ASSEMBLY (RPBA) MIN. BOX" OR EQUAL CENTER BACKFLOV/ PRE \'E \TER IN ENCLOSURE --I '{ �'�- 3•' MIN. FINISHED I) GRADE 6" MINIMUM 1 D SLEEVE FREE DRAINING (TYP,) GRAVEL z S CONNECT TO n WATER METER IMMED'ATELY ADJACENT TO \ RIBA FLOW - INSTALLED Of APPD. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RICID -METER SIDE (SIZE AS RED.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT RECUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPSA's) MUST BE LISTED ON _ATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE', PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2, THE OWNER /APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3, THE RPBA MUST BE TESTED BY A STATE CERTIFIED SACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTIL:_y CROSS CONNECTION CONTROL SPECIALSIT, FAX NO 425- 430 -7241 4 DRAIN SHALL BE SIZED IN ACCORDANCE WITH AGWA GROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1' OR SMAI.L.FR RPBA'B, 4" DRAIN FOR 1.5" TO 2" RPSA's, 6" FOR 3" RPRA's, 5, RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS REDUCED PRESSURE BACKFLOW I SM. PLAN - 350.2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 REGISER SHALL BE TOUCH READ PIT LID > ¢ - CR -PL) AND 3E NIELLIGENT COMMUNICATION PAINTED BLUE tiiPNUARO P' ME SIOMD, KATH MCOOCR TYPO (ICE). > a w o �(MJxRJ) _ 2 -3 /P, SHAD HLE RODS 'ER CITY Ou FT. FROM EDGE OF PIT LID AND RIBS Oi RENTOM SPEC...CATIp.S tt C" AD'9END LINO) _\ PLATE COVER. ORTSID' DIMENSIONS 4- 8'X> -0', 9" I' END (MIT x u -- INSTALL IN TEST 6%4 OR 3- GATE KIND (RxR) HAND S1EM MTH HAND KNEEL M SMM d o PIXt7 A 2x2` BRAS NIPPLE WITH 1 3" MIN, 0 12' _ 7-0' y / A 2 ROSILIEN INSULATED ENCLOSURI LADDER ERIN SEATED BRASS GATE VALVE AND 2" P "_UG j a" flxM. P➢PPTOR "HOT 4 fLWJ AUN'IVR i 3/$" X 4" ANCHOR - 10 BVIylx4 -� BOLTS PER MANUFACTURER - 3" MIN. CONCRETE SLAB z UNION FINISHED GRADE 2' •, DR INOT MIN. BOX" OR EQUAL CENTER BACKFLOV/ PRE \'E \TER IN ENCLOSURE --I '{ �'�- 3•' MIN. FINISHED I) GRADE 6" MINIMUM 1 D SLEEVE FREE DRAINING (TYP,) GRAVEL z S CONNECT TO n WATER METER IMMED'ATELY ADJACENT TO \ RIBA FLOW - INSTALLED Of APPD. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RICID -METER SIDE (SIZE AS RED.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT RECUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPSA's) MUST BE LISTED ON _ATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE', PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2, THE OWNER /APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3, THE RPBA MUST BE TESTED BY A STATE CERTIFIED SACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTIL:_y CROSS CONNECTION CONTROL SPECIALSIT, FAX NO 425- 430 -7241 4 DRAIN SHALL BE SIZED IN ACCORDANCE WITH AGWA GROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1' OR SMAI.L.FR RPBA'B, 4" DRAIN FOR 1.5" TO 2" RPSA's, 6" FOR 3" RPRA's, 5, RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS REDUCED PRESSURE BACKFLOW I SM. PLAN - 350.2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 REGISER SHALL BE TOUCH READ PIT LID 4" POST IxpMniOR VALVE ST6 COLLAR U CR -PL) AND 3E NIELLIGENT COMMUNICATION PAINTED BLUE tiiPNUARO P' ME SIOMD, KATH MCOOCR TYPO (ICE). METER MUST READ IN �(MJxRJ) _ 2 -3 /P, SHAD HLE RODS 'ER CITY Ou FT. FROM EDGE OF PIT LID AND RIBS Oi RENTOM SPEC...CATIp.S PRECAST CONCRETE VAULT WITH 2 3'13' HINGED C" AD'9END LINO) _\ PLATE COVER. ORTSID' DIMENSIONS 4- 8'X> -0', 9" I' END (MIT T C.. OR VAULT W ECU(ETON. TO PIPE INC, UMITY VACORS) IMMUR GO A- 13X0 -JD, -- INSTALL IN TEST 6%4 OR 3- GATE KIND (RxR) HAND S1EM MTH HAND KNEEL M SMM ME (..IN) 13 tF 4' O.I. PIXt7 A 2x2` BRAS NIPPLE WITH i GPIE VALVE (ftMIJ) 0 12' _ 7-0' y / A 2 ROSILIEN LADDER ERIN SEATED BRASS GATE VALVE AND 2" P "_UG j a" flxM. P➢PPTOR '� SUPPORT BARS PEE MIA 4 fLWJ AUN'IVR - 10 BVIylx4 -� BDR1'1:lEA BUILD w' CITY OF AS NOTED NoRaaxra wn ,°°' 1Mi 004 EMINE DESIGNEE KELLY RENTON '� TDS LINE IxLn DATUM Q°' p• MASON A *I -� Planning /Building /Public Works Dept. ff ND dE BKN NO. REVISION BY DATE APPR SCALE �m1MOLT ARTNMA 4' TEE 1MJdl) 4' ME FRO ME. CAST IRON VALVE BOX, ST6 COLLAR U EgIP1 TO IX.VM %C FOUNDRY CO. TOUCH READ PIT PD SENSOR MOUNTED ON tiiPNUARO P' ME SIOMD, KATH STEEL PLATE COYER THROUGH T CIA, REGULAR BASE SEDITION LENGTH TO I DRILLED HOLE IN COVER LOCATE HOLE 2' VA_'M NUT EXTENSION E REWIRED FROM EDGE OF PIT LID AND RIBS (DEC BR46RAGE BO90) PRECAST CONCRETE VAULT WITH 2 3'13' HINGED STEEL PLATE COVER. ORTSID' DIMENSIONS 4- 8'X> -0', HLRVJ) EQUAL TO T C.. OR VAULT W ECU(ETON. TO PIPE INC, UMITY VACORS) IMMUR GO A- 13X0 -JD, 61 L 2 3'x3 DIAMOND PLATE �...d TD eJUI -- 6%4 OR 3- GATE KIND (RxR) HAND S1EM MTH HAND KNEEL M SMM E00AL IN 0 -6. GO.. TO 1. 6' OR i' IF-IMEI CEMENT LINED / 12' 6",4' OR 3' COMPOUND SAME METER (FL) -' / EQUAL 10 DQMJ5 $IN CGxFGUNO METER W1iH MMONREAO MID) IC REGISI -R & SENSOR WIN 4 ANDEL FISH RECOOTON (100 CUBIC gDJJSTABLZ S1EEL FEET RESStUR, TOR J METER. HEUUCE AI PIPE SUPPORT METER MW 4'X3' PLP`L COMENTRC STANCHION BOLTED REWC R. TO ROOS GENERAL NOTES, ALL MET RS AND BACHFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOW.NN OR INCLUDED IN THE STANDARD DETAIL DRAW,NCS. IF YONA PARTICULAR CCMBIIATON IS NOT SHOWN, AN APPROVED ORANING WILL BE REQUIREO BY TIfE URPTY ENGINEERING DEPT. FOR ITS INSTALLATION, THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12' FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS) NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND 114STALLED SO IT 'EARS AGAINST SJFFICMNT UNTSTURSEO EARTH SO AS TO SUPPORT THE DESIGNED THRUST. r OEADNAN FS.. j 6' lEE J REWIRED 'MM ((R) SHACKLING W ME ION STEEL PLATE FRO ME. CAST IRON VALVE BOX, 11REVGII 2' d EgIP1 TO IX.VM %C FOUNDRY CO. Hq.E IN COVER tiiPNUARO P' ME SIOMD, KATH REGULAR BASE SEDITION LENGTH TO I VA_'M NUT EXTENSION E REWIRED (DEC BR46RAGE BO90) e" 4' OR 3" GATE VII HLRVJ) EQUAL TO IMMUR GO A- 13X0 -JD, 'EL... �...d TD eJUI -- OR IMP M CEMENT LIKED DUCTILE IRON PIPE GLASS 52 LENOM TO .1 PUBLIC WORKS 3 ", 4" & 6" COMPOUND DOMESTIC STD" PLAN - 920.4 DEPARTMENT WATER METER ASSEMBLY MARCH 2010 7/2 y Civil Engineers F VY1 §44 Ty�11y't �Z Structural En ineers W , tt S. g gg .r t. *�e�'A�j Landscape Anchitects re ` r � 'c8 NF i +« I cs qA3 rqy� Community Planners �` ") Land Surveyors r ° Neighbors , A�^ NOTICE TACOMA - SEATTLE • g ,� �„q, s 2215 North 30th Street, Suite 300, Tacoma, WA 98403 '"oi.awl°sEN"n°.T,°la"DmeeRTs 253.383.2422 TEL M.Y PoT 1K P.TIFtFLglim N 11E 11AE aOtA ,M°NNOTroNtl®RAMAREMmGR 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 wxR1Im TUT PMFCfmsw ""o11m NmBn. 206.2672425 TEL IWIS EARLY CHILDHOOD LEARNING CENTER 6 -22 -2012 RENTON SCHOOL DISTRICT SANITARY SEWER AND WATER DETAILS C$.4B SHEET. 50 .52 �- - 66400 4