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TESTING DETAIN_
L 12 ev
. .. . .... . ... 0 NEW D.I. WATER LINE
TAPPING TEE (MJxFL) VERTICAL CROSS(MJXFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITIA 2" TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2 --INCH TAP 1 -BLIND FLANGE ON BOTTOM
AND 2 -INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
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FINAL CONNECTION DETAIL
NEW D.I. WATER LINE
AFTER r-fF'
R ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY-COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE KITH D.I. SLEEVE AND D.I. SPOOL.
M. PLAN300.1
Pt)BLIC WORK6<_3 CONNECTION TO WATER MAIN WITH
DEPARTMENT TAPPING TEE & VALVE
MARCH _2010
L
121, MI
18, m
SEE
A A
PLAN VIEW.
1WATER
SECTION A -A
VALVE BOX LID WITH
EARS IN DIRECTION OF 2" SQUARE
WATER MAIN AND WORD OPERATING NUT
ti WATER" CAST INTO IT
-----------------
CONCRETE COLLAR FOR
LVES IN PAVED AREAS 4-1/4" DW
1/8" MIN. THICKNESS
:11ECE CAST IRON VALVE
X, RICH -SEATTLE TYPE1" STEEI
OLYMPIC FOUNDRY LENGTH AS REQUIRED
1/8" MIN, THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
EXTENSION
VALVF, QPERATIQN NUI EVjLLq5l0N N
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE,
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
301
38" MIN.
MDT]
621#
24"
iL
VALVE MARKER POST
WHITE POSTI
mm. PUN - Sm.1
+ + PUBLIC WORKS VALVE BOX, MARKER & OPERATING
DEPARTMENT NUT EXTENSION MARCH 201.0
a" pw
A PORTMN OF K 1/4 W V4 lECTNIN 10 Tlw n IL RAMS 5 Fan
TYE KMi w ON
finmedEEL'Aft
cm "A #m KT#"
um 1 08 067 4
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-112"
HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5** STORZ. ATTACHED NTH 1/8- STAINLESS
STEEL CABLE, 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PANT, KELLY- MOORE/PRESERVA TI VE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BEUSEDIF RECKARE0.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5*x6' THICK CONCRETE PAD AROUND
3M HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
20#BACK OF SIDEWALK
,l -
CONCRETE SIDEWALK
OR PLANTING STRIP
*7` ?414
W
Iz36" MIN
COVER
CON CRETE
BLOCK
THRUST
8
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LEN07H TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE -
CONCRETE BLOCKING
MAIN LINE TEE. WITH 6" FLANGE. SIDE OUTLET.
GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
\_6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR -TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
1
D MIN 3' RADIUS
k
JE PAD
ONE MAN ROCK -
6
6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
=6 PLAN 310.1
♦ + PUALIC WORKS, FIRE HYDRANT ASSEMBLY
vt DEPARTMENT
-MARCH 2010
L.
11-1/4- BEND
CAP
A
22-1/2' BEND 45* BEND
TEE
*
ND
THRUST BLOCK BEARING AREA IN SCXJARE FEET (SEE NOTES) FOR HORIZONTAL. AND DOWNWARD VERTICAL BENDS
FIRM SILT OR . .......
SOIL FIRM SILTY SAND COMPACT SAND . .
COMPACT SAND & GRAVEL.
-
45* BENZ)
11 114*
.......... T . ............ ....
go- 4,5' BEND 5 90,
.
45* SEND
11 1/4 -
FITTING (BENDI TEE I CAP OR PLUG
& 22 1/2*
BEND TEE CAP OR PLUG & 22 1/2- BEND
TEE CAP OR PLUG
do 22 1/2'
SIDEWALK
BEND
BEND
GALVANIZED
BEND
7.0 4,2 4.2
1.7
1 2.9 2.1 2.1 to 2.2
1.6 1 1.6
METER TO BE
+6 13.3 9.4 1.4
.8
6.7 4.7 4.7 1.9 5.0
3.5 3.5
1.4
. 16.7 116.7
6.7
11,7 9A &4 14
6.3
2,5
......
L7. -5 37,1_
15.0,
1 .8 118 n.0 I
14.D 1 4
1.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3* -0" MIN. COVER FOR WATERMAIN LESS THAN 12'.
4'-0" MON. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) O.D. F,,jt*,E + i.o,
40JST &A" KAftOG
KA REFERS 70 THE
-ACE OF $LOCK MEASURLD
IN SWW FEET
NOTES:
1, LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT 7HAN SHOM4 SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER WN. I DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCK" SHALL BE CONCRETE CL 5 (1-1/2").
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR M. PLAN - 330.2
+ + PLJBIAC WORKS HORIZONTAL AND DOWNWARD
DEPAR'rMENT VERTICAL BENDS MARCH 2010
13%24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF. SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE:
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UNIMPROVED RIGHT OF
CITY
TYPE "K'* SOFT
75
,,�IN
WAY INSTALL METER BOX AT
=i
22-1/2'
PROPERTY LINE WITH 12"
t. -
a:
141
LONG COPPER TAILPIECE.
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SIDEWALK
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TO BE INSTALLED IN THE FUTURE
GALVANIZED
CL
PLUG
7 -------
-TOUCHREAD WATER
n
OF WATER MAIN TO
METER TO BE
"
CALL 48 HOURS
BEFORE YOU DIG
DIAL 811
PRIVATE
FWWG
36" MIN COVER SUPPLIED BY THE
12
CITY
TYPE "K'* SOFT
2
COPPER TUBING
(D
22-1/2'
m
NEW DUCTILE
IRON
WATERMAIN
IF' SERVICE LINE 'TO HOUSE IS
-3/4" OR 1"
TO BE INSTALLED IN THE FUTURE
GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT
x COMPRESSION COUPLING
/LOOP
z
PLUG
DOWN CENTERLINE
n
OF WATER MAIN TO
PROVIDE SLACK IN COPPER QQp_fS ETT i
R_R FQ8 5/8"QZA" M.EJEE. FORD
SERVICE LINE TO METER. _p
VBH72-15W-44-33C, OR McDONALD BRASS, 21-215WC0033, OR
MUELLER: 3/4.-B-2470-...2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR I" METER: FORD VBH72-15W---44.,44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415VICQ044, OR MUELLER- 1-B-2470-2
(3/4' F81000 -3--Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK "NGS ON
(1FB1000-4 Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
I V)
AA DRILL 2" DiA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2- MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
z;_i:
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACNG ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB,
3 M. PIAN 320.1
�+ I WORKS /4" AND 1 WATER SERVICE
+ p 1.3 B Lf
DEPARTMENT
NOVEMBER 2009
N
SHACKLE RODS
. . .............
TYPE A BLOCKING
IJ 4
tzz>l :3 1 1 1 30 1
fi
S
TYPE 6
CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
PUBLIC WORKS FITTlf4GS
DEPARTMENT MARCH 2010
C 111 AL
I I " I ,,, v - - , r
- &
AI&
1 ALL WORK MATERIAL SHALL BE IN CONFORMANCE NTH THE STANIDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON MS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD
"M & SPECIFICATIONS. A SET OF APPROVED RAMS SHALL BE KEPT ON SITE AT ALL TIMES DURING
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS
UNLESS OTHOMSE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE MOWED 24 HOURS IN ADVANCE OF ANY WORK IN THE MIGHT
OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOW ARE APPRIOXIIiiiATE AW IT SHALL BE W CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5M5.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIlRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMEWM VERTICAL DATUM 1968 METERS, AND FOR HORIZONTAL
CONTROL SHALL BE NORTH AMERICAN DATUM 1963/1991 METERS UNLESS OTHER ISE APPROVED BY THE CITY OF
RENTON PUBLIC WOWS DEPARTMENT. REFERENCE BENOWA AND ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL WATER" PIPE IS TO BE CEMENT LIED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR
LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LIMING AND SEAL COATING SHALL CONFORM TO AWWA
C104 OR LATEST REA". PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL
DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE NAPPED PER ANSI/AWlWA C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTlINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN
ACCORDANCE WITH MSI/AWA C110/A21.10-87. CEMENT LONG SHALL BE IN DANCE WITH ANSI/AWA
C104/421/4-90. IF FITTINGS ARE 3 TO 12 WKS IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS
SHALL IN ACCORDANCE NTH EITHER ANS/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3)
INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL i(VITS AND/OR FLANGED JOINTS, SHALL BE IN
ACCORDANCE NTH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AIWA C110/A21.10.87 AND
ANS/AIWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE NTH
ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING NTH FLANGED JOINTS) SHALL BE IN
ACCORDANCE NTH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE NTH SECTION 53.53 OF
ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAWD BY THE CONTRACTOR AND
TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING
STUFFING BOX (AMA C500) OR OF RESILIENT SEATED TYPE (ANNA C509). VALVES SHALL BE DESIGNED FOR
MIMMMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO.
A23M OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST
PRESSURE) CONFORMING TO AMA C-502-85 NTH A 6 INCH MECHAMICALJONT INLET AM A MAIN VALVE OPENING
(M.V.0.) OF 5-1/4 INCH, TWO 2-1/2 ITCH HOSE MOZZLEER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW
SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE WAD 4.875
AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/0401 PENTAGON OPERATING NUT OPENED BY
TURNING COUNTER CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITHOPERATING NUT OF
THE SAW DE" AM PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALLBE FITTED WITH SUITABLE
NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED NTH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH
STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDICOAT ANODIZED.
THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE
METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
ATTACHED TO HYDRANT ADAPTER NTH 1/8 1111101, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY
YEJ_LOW` OR APPROVED EQUAL.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST
REA".
16. ALL WATERMMS 6 WKS AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS PRIOR TO
DISINFECTION. THE POLY PIGS" SHALL BE GIRARD 04OUSlRES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT.
DENSITY FOAM NTH 90A WROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
17. "PIGS SHALL BE CYLINDER SHAPED NTH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
CLEANING OPERATION.
18. ALL WATEMMS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER
OPERATING PRESSURE, IN ACCORDANCE NTH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON
STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF
THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF
GALLONS PER HOUR AS LISTED IN CITY OF RENTONSTANDW PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS
IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMWS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MIMMUM
CONIMTRATION) CHLORINE TER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE WE AS
LAID. CHLORINE SHALL BE MEIERED/WECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE
STANDARD SPECIFICATIONS REFERENCED ARM.
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO MY CONSTRUCTION. A MINIMUM OF FIVE (5) WOWING
DAYS NOTICE IS REQUIRED FOR SICHEDUI.M.
21. TWENTY-FOUR (24) HOURS NOTICE WALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL
SERViCE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AM PAYINIENT OF FEES HAVE BEEN MADE TO
THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH
MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PLX*JC WORKS
DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE
ON-SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS INADVANCE OF
BAC KlFILLIMG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT
DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTMKI
PRIOR TO FINAL TIE-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR
MANUIFACTUM COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS
DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. a MAT
STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY
APPROACHES SHALL BE SAWICUT TO A MIN11MUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A
PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR BADE
WSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
30. FOR CITY PRO�CTS SUG�i AS TELEMNEIRY CONDUIT, THE PVC PIPE USED SNAIL � ALL CN�EMIICAL PROCESS NINES
SHALL BE S+qiEDUII.E 80 PVC PIPE. SIgiEDIX.E 40 URN UN�MMrAP'ROVED ALAS MID SC�IEDULE 80 PV'C PIPE 11�ER
MIN1F'RtiVED AREAS.
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