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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE 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 C
104. 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-MIL 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 FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF 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 PIPE 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 CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE 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 1SO 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 THEN WATER SAMPLES SHALL BETAKEN 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 CONNECTIONS 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.
1�Y o STD. PLAN - 300.0
PUBLIC WORKS WATER PLAN GENERAL NOTES
�F p� DEPARTMENT M \RCH 2010
471
11-1/4' BEND 22-1/2° REND 45"BEND
0-J
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND &GRAVEL
90
45' BEND
11 1/4°
90'
45' BEND
11 1/4`
9o`
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2`
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
TEE
CAP OR PLUG
& 22 1/2•
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6
LIS
1.0
6"
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. .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. PIPE + 1.0'
iRUST BLOCK BE
2EA REFERS TO
..ICE OF BLOCK M
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER 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 THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING 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.
° PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 33b:2
a HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2O10
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AL�'� 11 U ORN
TESTING DETAIL
f 10 FT
II _I.XIS,TING WATER, _LINE
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
0 f7 2
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY ,CITY FORCES
`TY o + PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP
MARCH 2O10
WATER MAIN
2" CLOSE NIPPLE
2" 90' ELBOW
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT.
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
f2" IFS TAP SHALL BE A
ROCKWELL 482 END CAP
COUPLING.
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" GALVANIZED IRON PIPE, 12"
LONG.
2" GALVANIZED IRON PIPE 12" LONG
PUBLIC WORKS
DEPARTMENT
PLAN
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 / PAGE B090)
INSTALL 2" 90` ELBOW, SCREWED
T 2" PLUG, SCREWED
18"
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
f SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
2" BLOW -OFF STD. PLAN - 340.2
TEMPORARY ASSEMBLY
MARCH 2O10
BUSH, ROED & HITCHINGS, INC.
LAND SURVEYORS & CIVIL ENGINEERS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-71 35
era
REVISION
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 WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NOT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
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
BE USED IF REQUIRED.
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 TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
�e
EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION
BACK OF SIDEWALK AS REQUIRED.
2„�
CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
/�OR
PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE
36 MIN
COVER CONCRETE BLOCKING
"
CONCRETE
THRUST BLOCK
MAIN LINE TEE. WITH &" FLANGE SIDE OUTLET.
6" 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.
16" x 8" x 4" MININUM
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING
1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
EIIRE HYDRANT ASSEMBLY
�{
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LEVEL ALL GROUND'
LEVEL ALL GROUND MIN 3' RADIUS
,MIN .3' RADIUS
ONE MAN ROCK
1
6" CONCRETE PAD �6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
.•,,� PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENTS
NORM z01 G
THE BY-PASS ASSEMBLY SHALL BE
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
5/8" x 3/4" METER SHALL BE
SENSUS SRII WITH TOUCHREAD PITUD
(TR/PQ ICE REGISTER.
(METER OWNED BY CITY)
PRECAST CONCRETE VAULT WITH 2 - 3'x 3'
HINGED STEEL PLATE COVERS. DIMENSIONS 5'-D"
x 9'-0" z T-2" UTILITY VAULT CO. 4484-LA OR
EQUAL
CITY PIPING PRIVATE PIPING
z 4" FL. z P.E. D.I. PIPE
W7 TFi COLLAR 18" FROM
P.E. 3'-4" LONG
TEE (MJ z FL)
GATE VALVE (FL x MS)
5'
TO CITY MAIN
12" ALL AROUND -
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE COVER
THROUGH 2" DIA.. DRILLED. HOLE IN.
COVER.
4" PIPE FL.x FL
2'-0" LONG 1
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•
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III►�►plus
JCONCRETE BLOCKING -�
MAN
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL
INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TESTDOUBLE CHECKT'VALVE ASSEMBLY INCLUDES
COCKS. AND APPROVED CROSS -CONNECTION CONTROL_ TWO RESILIENT SEATED SHUTOFF VALVES.
ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST 4"" FLANGED COUPLING
APPROVED LIST. ADAPTER EGUAL TO ROMAC.
TOUCH READ PIT LID SENSOR M
ON STEEL PLATE COVER THROUI
DIA. DRILLED HOLE IN COVER.
6" MIN. DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM WITH
CATCH BASIN OR MA
2 X 2Y2- FIRE DEPARTMENT SIAMESE.
CONNECTION FOR STANDPIPE WITH
BREAKABLE CAST IRON HOSE CAPS,
4" SWING TYPE GRAVITY OPERATED CHECK VALVE,
FL. EQUAL TO MUELLER CO. A-2600-6 WITH ALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK GROUT (TYP.)
PIPE, ,FL. -
FL S." LONG
/-4" SHORT RADIUS 90' BEND FL.
TO BUILDING -�
DEADMAN
BLOCK
REQUIRED.
4"x4"x4" TEE
FL.
4" GATE VALVE MJ X FL WTH INDICATOR
POST INDICATOR POST VALVE SAME SIZE AS+
DOUBLE CHECK VALVE (MUELLER CO. OR
EQUAL). PAINTED RED,
4" DUCTILE IRON CLASS 52 PIPE,
CEMENT LINED, LENGTH TO FIT
4" 90' BEND FL.
EL LADDER
CADJUSTABLE STEEL PIPE
COMPACTED FOUNDATION
SUPPORT, STANCHIONS BOLTED
GRAVEL
p7: TO FLOOR
1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING. END VIEW
2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT
LINED.
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES
AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN
VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE
THE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE
SUPPORT.
4. GALVANIZED LADDER FOR ACCESS.
5, AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS
DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF
HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TO CITY OF RENTON WATER
UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW
LINE.
6, INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS.
•j� PUBLIC WORKS 4" DDCV ASSEMBLY WITH STANDPIPE STD. PLAN - 380.11
DEPARTMENT OUTSIDE CONNECTION MARCH 2O10
SURVEYED:
JMH
DESIGNED:
ZJE
DRAWN:
ZJE
CHECKED:
TFD
BY DATE AP P R APPROVED:
TFD
SCALE:
AS SHOWN
ONE INCH
AT FULL --
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAND 1988
HORIZONTAL• NAD 1983/1991
DATUM
A A
PLAN VIEW
LAWATER
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
12" MIN.
"WATER" CAST INTO IT
18' MAX:
1'-4"
CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
1/8' MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUS
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
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
�3 ?
T-
38"
6"
(IF,ll
'24"
VALVE MARKER POST
-
• PUBLIC WORKS VALVE BOX, MARKER & OPERATINSTD. PLAN 330.1G,
' `•` -` DEPARTMENT NUT EXTENSION
%i Ao I110
CITY OF
RENTON
Planning/Building/Public Works Dept.
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF
THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION
OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN
BOLD IS THE RESULT OF A FIELD SU PERFORMED BY ME OR
UNDENDE�IRECTION.
TED DIMOF, P. 0. 024
12/6/18
DATE
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS
NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT
RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE
CONTRACTOR OR THE SURVEYOR OF RECORD.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON STANDARD WATER DETAILS
US BANK EXPANSION
2500 EAST VALLEY ROAD
RENTON, WASHINGTON 98057
STRADA DA VALLE
W-396702
DATE:
12/6/2018
FIELDBOOK:
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R-396709