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22-1/2' BEN 3
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45' 3 E N D
90' BEND
THRUST BLOCK BEARING AREA IN SQLARE FEE' NOTE 'IR HV+ - ANC DOWNWARD VERTICAL BENDS
SOIL -- _ --.. - -
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90f 45- BEW 11 1/4' 1 90' - 45' BEN ❑
11 ii`4' 90' 4- HEND 11 1/4'
FITTING BEK❑ TEE :;AP OR PLUC A 22 '%2' 3E110 TEE CAP OR PLLC
22 1/2- BEND TEE CAP OR PLUG & 22 1/2'
BEND
BEND BEND
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AREAS CAL0JILME) ON 3W PSI T-S'T FRESSURE. S-C' MN. COVER FOR WATERMAIH LESS THAN 12'.
4'-O' MIN. CO1.E2 FOR WAIERMA./J 12" OR GRATER.
MAX. HOWT OF THRIAS- BLOCK (FT: = OL5 x DEPTH OF TRENCH
MIN. HEIGHT OF YFRJST BLOCK IF- = 0.0. PIPE + 1_0'
4MST SLOG( W�
MA REFERS TO WE OF BLOCK MI
IN SQUARE FEET
NOTES:
_OCA10N AK❑ SIZE CF BLOCKING FOR PIPE LARGER THAN 12"D AVETEP. ANC FCR SO L TYPES
A-FERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL ELOCKINC STALL BE POURED IN PLACE AGAINST LINIW!91URCiED HATE GRAND.
J. ALL POJRED THRUST ROCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE YESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL C019PR-SSYE STRENGTH.
4_ ALL ELOCADN; SHALL BE DONCRETE CL 5
5. 3LOCKING AGA t1ST Fl-TNCS SHALL BEAR AGAINS- THE GREATEST FITTING SURFACE AREA
�OSSBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, "JT BCL-S OR GLANCS
�EA.SCMA31_E ACvESS TO BOLTS AND GLANID' SHALL B- PROVIVED.
PUBLIC WORKS CONCRETE (BLOCKING FOR Sm Plitt - 3111112
DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010
TESTING DETAIL
N-W D_I. WATER LINE
I
�VERTICAL -_VGSS;MJxFL) FOR FOLWIGGING
TAPPING TEE {MJxFL) I-B-IVD FLANGE ON TOP NTH 2" TAP AND 2' PLUG
TAPPING GATE VALVE (FL XMJ) 1-B_I14D FLANGE ON BOTTOM
TEMPORARY PLUG (MJ) VATH 2-INCH TAP 1-P-UG(MJ) tNTH 2"TAP & 7- BLOW �F
AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING TEMPORARY BLOCK
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FINAL CONNECTION LE -TAIL
�C NEW D.. HATER LN=
(AFTER ,AL_ CLEANING BY POL"FIG, PRESSL.RE TESTING
AND DISIKF-CTION, REMOVE TEMPORA" BOCK & BL01I9-OFF
AND CONNECT TO 'VALVE ATH D.I. 5L-EVE (MJ) de D.I. SPOOLS
FINAL MJNECTIJN BY CITY FORCES
NOTES-
1- TAPPING -TES SHALL BE MADE OF CAST IRON, DUCTILE IRON DR
EPDXY-COAIED STEEL BOLTS All NUTS SHAL BE OOR-IEN_ ALL TEES
AN) VALVES SHALL W WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAP' CAST-IRON WATER UNES. TAP SHALL BE AT
LEAST SMALLER ---P THAN THE DOSTING MAN.
3_ NO MET TA' GIN ASIDE NT LINE OR STEEL JNE
4_ MET -TAPING DF EXISI - OF RENTON WATER MANS WILL 3E DOME BY
SPIER TAP OR SUPERIOR YAPPING INC.
5. COVTRACTO R SHALL POTHOLE AND VERIFY THE HORIZONTAL AND 'VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT TH- SAYE HORIZONTAL AND %"TICAL ALMU941 OF THE EXISTING
STUB_
fi_ CITY FORCES PILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TMPING VALVE WITH D.I. SLEEVE AND D.I. SDOOL.
PUBLIC WORKS CONNECTION TO WATER MAIN WfTH
DEPARTMENT TAPPING TEES VALVE MAlzcx 2010
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EXISTING 1PATER LINE
TESTINS DETAIL
8 FT
PLAN VIEW
NEW 'WATER LINE
VERTICAL CROSS(MJxFL) FOR PCILYPI3GING
ONE BLIND FLANGE ON TIp WITH 2'TA' 6 2'PLUG
ONE BLIND FLANGE OH 1[11TTOM
ONE (MJ) PLUG WITH 2' TAP 6 2' TEMPOPARY ELDV-OFF
TEMPORARY BLOCK
CLTAN (BY CITY FORCES)
TEE (F-xFL) W/ COW. 3LEICK
3- aATE VALVES (FL?MU)
2- SOLID SLEEVES 04J) UR RD-MAC COUPLINGS
1- PLU3 C4J) WZ2"TAP L TEMP, BLOW -OFF
TEM3. BLU2K
TER _INE
EXISTING VATER LINE
FINAL COKNECTION DETAIL
EXISTING WA -ER LINE
PUBLIC WORKS
DEPARTMENT
AFTER ALL TESTING, CLEANING BY POLYPIG, AKE DISIN=ECTMN,
REMOVE TEPP BLOCK 6 BLOW -OFF 6 CONNECT
WITH SLEEVE (NJ: & D.I. SPOOLS
FINAL CONVECT[EN BY CITY FORCES
CONNECTION TO WATER MAIN
CUT IN -LINE TEE 8 THREE VALVES
SM Plitt - =A
MARCH 2O10
E' OPEN PATTERN, RETURN BEND - 18O'
//r_r" GALVANIZED IRON PIPE FIELD
LOCATE
27 90' ELBOW
CL.T OPENING AS , AFTER
INSTALLATION. �OU�D ROUND PIPE.
!
2" BEEHIVE STRAItJER j f 2" UNIONj� SHE- NIPPLE
/r-
PLASTIC, 2" CLO5E NIPPLE
TEE' UVIDV(�ti' 30" PLASTTC PETER BCX EQUAL TO MID STATES
Ii BrIF SERIES 173C-18 VA-H 2` THICK DUCTILE
NRDN DIAMOND PLATE 18-x3l" 4SCBC 173OR
2' BROKE GATE VALVE, SCPEWEO EQUAL
f TO RED-VAFITE VALE GJRP. FIC '40. 2E0
2' RESILIENT SEAT GATE VALVE WITH
THRFADFO ENDS
2" SC- BENDS - �2-2" BRASS 50' BENDS WTH DOSE
NIPPLE BETREEN BENDS
2" GALVANIZED IRON PP-- TO FIT e
-� • v . o°u CLOSE
a a
2 MIN. u a o e o o°O� �- 2y CORPORATION STOP 90' BEND.
I.P. THREAD TO COPPER, EQUAL
TO FORD F3 501.
L 2" TYPE K SOFT
COPPER TUBING TO FITS + /
D3UDLE STRAP SERVICE CLAMP WlH 2':
/ ! �!/ IFS -AP TO AT, EDUA_ TO MUELLER CC_
/ 2" GO• ELBOW 1- DOUCHE STRAP SERVCE CLAMP WITH 2"
MASHED GRAVEL, PASSING -J IPS TAP TO FIT, EC,tIAL TO MUELLER CO.
1-1/2. AND RETAN=D ON FAIR AM VACUUM VALVE 2" _A3%. YBLY
1 /4" MESI- -OR 3RAIN APCO 140. 1452C JR EQUAL.
NOT=:
AIR AND 'VACLLK4 RELEAS- 'VALVE ASGEMELY 5HA-L BE INS-ALLED
AT HIGHEST POINT OF LINE. IF HIGH PUNT FA_LS IN A LOCATION
WHERE ASSEMBLY CANNO- BE INSTALLED, PROMDE ADDITIONAL ]-PTH
OF LIVE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN 3- INSTALLED.
LOCATE AIR VACUUM ALTER BOX OU-SIDE OF TRAFFC AREAS, IN
PLANTING STRIPS, BEHIND CURB AND 51DE-WALK-
+ PUBLIC WORKS
DEPARTMENT
20 AIR 8L VACUUM RELEASE
ASSEMBLY
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
4
MYLARS
N0.
REVISION
SM Plitt SWA
MARCH 2O10
ARE FYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESS104 TYPE SUCH AS CLOW MEDALLION; N N4 H 922, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WTH 6' MECHANICAL
JOIN- INLET WTH LUGS, 5-1/4" MAIN VALVE OPENING_ n'Cl 2-112'
LOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' RUM'ER
CONNECTION CITY OF SEAT TLE THREADS WTH A SOW ADAPT-JR.
4.875' SEATTLE THREAD X 5" STORZ, ATTACHE-) MATH 1 /8" S ANLESS
STEEL CABLE_ 1-1/4" PENTAGON OPERATINC NUT_ FIRE HYDRANT TO
3E PAINTED ATH TWO COATS CE PAINT. KELLY-MDORE/PRESERVATIVE
SAINT Na_ 57RO-563 DTM ACRYLIC GLOSS, SAFETY YELLD'N OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AE
71R-CTED 13Y RENTON FIRE DEPARTMENT_ FIRE HYDRANT EXTENSION TO
3E USED IF REQUIRED_
MIN. 18" TO 26' EEHIND BACK OF
CURB OR 12- EEHIND BACK •3F
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875' x 5" STORZ -WC-PIECE CAST IRON VALVE BOX WITH LUG
/�-
5'x5x6" THIC}: CONCRETE PAL -YPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
AROUND
HYDRANT. FINISH TO, MA CFI 9[)FWALK STANDARD 8' T13P SECTION WITH REGULAR BASE
EXPANSION }DINT AT r SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS R-QUIREC.
2.. } BACK OF SIDEWALK
.cCANCR=TE so=WALK RAJSED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP / STIK1._.ONITE TWO WAY BLUE REFLECTIVE
36' MIN
COVER {-COACIRETE BLODONIC
-r
CONCRETE -
THRUST HLCCK ., MAIN LINE TEE_ WI-F 6" F-ANGE SIDE OUTLET.
\4`-5" GATE VALVE {FL X MJ) AWWA C-509, RESILIENT SEAT
-6' 3UCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3,r4" CCR-TEN STEEL TIE RODS.
16" x B' x t" MINIMUM 1/2 YARD OF 1-" j47 MASH-D DRAIN ROCK
CONCRETE BEARING V ABOVE BOOT F-ANGE. PLACE S MIL
BLOC4 UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL_
FIRE HYCRANT ,ASSEMBLY
LEVEL ALL L,ROUND RADIUS
- LEVEL ALL GROUND
MIN 3'
MIN 3' RADIUS
WR
1 ONE MAN ROC<
�6y 1 1
- 6" CONCRETE PAD 6 6' CONCRETE PAD
CUT EI i L
HYDRANT _OCAT ON IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY Sm. PLAN - 3lA.i
DEPARTMENT
MARCH 2O10
13'x24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
I4C_ BCE SERIES MSHCF 1324-18 W TH 1.15' THICK DUCTILE
IROK ❑IAMOND PLATE COVER. EQUAL TD M [I -STATES PLASTICS,
INC_ IdSCBC-1324-R WTA READER _D AND 2" DRILLED HOLE
FOR TOUCHREAD FIT _ID (SEE OFFAL A. -A) ,
9" MEN_
12" MAX
FIN SH CRADE s
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VEW DJCTILE
IRON
WATERM AIN
UTY
PWATE
PIPING
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AWAY
IN UNIMPROVED RIG -IT OF
J
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INSTALL METER EM AT
PROPERTY LINE WIIH 12"
LONG COPPER TAIL'IECE. w'
- SIDUVJAL<
-
TOUCHREAD WATE7
METER TO BE
12"
SUPPLIED BY THE
CITY
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COPPER TJM'4G
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IF SERVICE LINE TO HOUSE S
TO TIE FLPJRE
-E-3/4- DR
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C14-33 07 44 FIPT
GALV.%NlII-TD
PLUG
WMPHLSs ON OOUPLIN3
LIOO� DOMRN TO NCENIEP,LINE
'HATER
OF MAIN TO
PROVO= SLACK N COPPER CCPpt
- - - -
_RS
SER-NCE LINE TO METER. V8H72
- -ASS: 21-215VXQ033, OR
MUELLER:
374-8-247Cr-2 VATh ANGLE BMJ_ VALVE CN INLET AND
SINGLE CHECK VALVE ON OUTLET
CDRPORATI(X4 STOP WITH BALL VALUE. FORD COPPERSE
TER FOR 1- METER: FORD V011472-15W-44-44G, OR
TAPERED THREAD (CCU (MUCK JOINT McDONA
PASS- 21-415WC0044, OR MUELLER: 1-0-9470-2
(3/4- F911707-3-0) OR AY MCDONALD 4701B Dr
--JP OUTLET WITH QUICK JOINT_ PADL00< WKGS ON
(1- 1`131000-4-Q) OR AY MCOONALD 41U H
- - _ :. VALVE .AND SINGLE CHECK VALVE ON OUTLET.
�L i I NcS MALL BE WTH QUICK .JOINT_
NOTE:
ALL METER HOXES NSTALLED 1MTHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON FQU4L TO OLYMPIC FOUNDARY_
EXPANSION .LINTS MUSH BE INSTA_LED ON
ROTH cml`c .YF 4FTFR Rnx
A A
F- -
il
TYPICAL
RIB
N OTE
THE CENTER OF TTE HO-E MJ5T 3E AT LEAST 1' FROM
UNCERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGH�N AGAINST THE OPEN SIDE OF MORE THAN
ONE RI3_
DRILL 2' DIA_ HOLE FOR AMR (.AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2' MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
PUBLIC WORKS 4" AND IWATER SERVICE
DEPARTMENT
Imo.Pl" - mill
NOVF)MER W09
WATER UTILITY NOTES AND SPECIFICATIONS
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS AND
WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF THE CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER
SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY
LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE
APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C104. PIPE JOINTS SHALL BE PUSH -ON OR
MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
WRAPPED WITH 8-MILL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES OF PIPE DIAMETER OF
F
12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATION MUST BE APPROVED BY THE CITY 0 RENTON PRIOR TO CONSTRUCTION.
WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE
DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE3 MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT
MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT
MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD DETAILS AND
SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BAS OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT)MAY BE REQUIRED ON
ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND
PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND
REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE
BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED
BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST
PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE
LINE SHALL BE DISINFECTED, FLUSHED AND THE WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTION TO THE
EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS
AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS
REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE
BLOCKING, AND COMPLETE SURFACE RESTORATION.
ESM 10/15/200 SURVEYED
ESM 1/31/200 DESIGNED-�,�
ESM 10/22/201
ESM 12/06/201 DRAWN.:
ESM 12/22/2010 CHECKED:
BY DATE APPR APPRovED:
W-345001
SCALE: "• •, `.
VERTICAL NAD 1 1988
83/1 GLADCO DEVELOPMENT, L.L.C.
NM HORIZONTAL NAD ,9Nd3,,99, CITY OF
ROSEWOOD HIGHLANDS PAGDBOOK
RENTON
DRAWING NO:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. WATER DETAILS AND NOTES DT-06
IF NOT ONE IN
SCALE ACCORDINGLY ` SHEET: OF:31
28
i.J i � - 316
I` t(oc?
REVISIONS
NO.
DESCRIPTION DATE
BY
0
FIRST SUBMITTAL
ESM
10/15/2007
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
12/06/2010
ESM
4
MYLARS
12/22/2010
ESM
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JOB NO.: 1352-001-006
DWG.
NAME: DT-06
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
12/22/2010
DATE
OF
PRINT:
DT-06
28 OF 3 1 SHEETS
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