HomeMy WebLinkAboutW-409705U
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WATER PLAN GENERAL NOTES Standard Plan No, 300
1. ALL WORK AND MATEIRIALS SHALL BE IN ACCORDANCE WFFH THE LATEST EDITTON OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISICNS ANC) WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EOMON AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SIFE WHENEVER CONSTRUCTION
15 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE H ELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPCNSIBILE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2, ALL EX STING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-024-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IM PROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CTY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON-5IfE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWAC 151AND C
104. PIPE JOINTS SHALL BE P05H-ON OR N1 ECHANICAL 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 $-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 35 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND AS INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGsER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIDNS MUST BE APPROVED BY THE CITY OF RENTCN PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MIN€MUM 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 MIDI] IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 VIDD-
5. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STAINDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDF110N TO
CONCRETE BLOCKING.
7, ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO 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-0FF 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 THEN 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 PH10R TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. TH E CONTRACTOR SHALL EXPOSE THE EX€STING 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 PERFCJRM THE CON NECTTOIN TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
SrD, PLAN - 300.0
ra PUBLIC WORKS
` # DEPARTMENT WATERPL.AI11 GENERAL NOTES
MARC11 2D10
±TO FT
EXISTING WATER LINE
TESTING [DETAIL
EXISTING TEE, DEAD END LINE, CAP OR PLIJG
DO NOT DISTURB 13LOCKING
NEW WATER LIME
T-I r
r
VERTICAL CROSS (MJYFL) FOR POLYP€.GGING
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 ANID DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WFTH SLEEVE (W)
AND D.I, SPOOLS
FINAL CONNECTION BY CITY FORCES
CC!+
PUI WORKSNDCPAPARTh4I;N'r
CONNECTION TQ VVATER MAIN
EXISTING TEE OR END LINE CAP
f STD. PLAN - =.5
I MARCH 2010
ASBUILT WATER NOTES AND DETAILS
OF
DALPAY SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
4, TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLIONI M & H 929, MUELLEIR
SUPER CENTURION 200, AND 4WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WTH LUGS, 5-1/4" MAIN VALVE OPENING, TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF-SEATTLE THREADS WITH A STORZ ADAPTOR.
4.875" SEATTLE THREAT] X 5" STDR7, ATTACHED WITH 1/9" STAMLESS
STEEL CABLE, 11-1/4" PENTAGON OPERATING NUT FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No- 5.784-5153 DTM1 ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL, PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY REtJTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
3'
2"-j
CONCRETE -
-HRUST BLOCK
6" x 3" x 4" MINNOW
CONCRETE HEARING
�LO>wK UNDER HYDRANT
MIN. 18" TO 20' BEHIND BACK Of
CURB OR 12" BEHIND BACK OF
SIDL WALK THAT IS ADJACENT TO
CURB
- -4,875" x 5' 5TORZ
5'x51xb" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
13ACF{ OF SIDEWALKSIDE
SIDEW
ALK
WALK
/,-(3R PLANTING STRIP
36" MIN
COVER
r TWO-PfECE CAST IRON VALVE BOX wITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE W-A
STIMSI7NITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
MA1N LINE TEE- WITH B- FLANGE SIDE OUTLET.
B" GATE VALVE (FL X MJ) AWYWA C-509, RESILIENT SEAT
6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" CDR -TEN STEEL TIE RODS-
112 YARD DF 1-1/4" 'HASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL,
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
IVIN 3' RADIUS
ONE MAN ROCK -
B
5" CONCRETE PAD
LEVEL ALL GRDUN❑
MIN 3' RADIUS
S%
6" CONCRETE PAD
'•Am
r LI LL
HYDRANT LOCATION IN CUT OR FILL
SM. PLAN — 310.1
PUBLIC WORKS FIRE HYDRANT ASSEMBLY
f� D PARTMEN'T
{ MAL C11 2010
1 ASBUILT
NO.
REVISION
1Yx24" PLASTIC METEN aox EQUAL TO MID-51Al-ES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75_THICK DUCTILE
IRON 01AMONp PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324--R WITH READER LID AND 2" DMILED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
FINISH cR12" MAX
A.DE ,
= a' ir
uj
a
35' MIN COVER
NEW DUCTILE
IRON
WA7NMAIN
pPr
BIOPIC
z
IN UNIMPROVED RIGHT OF
WAY INSTALL METER FADX 0.T
PROPERTY LINE WITH 12"
LONG COPPER TAILPIECE.
w
i
51DCWALK
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TOUCHREAD WATER
METER TO HE
PR�I VA TE
PWING
SUPPLIED BY THE 12 z a a
CITY i
TYPE "K" SOFT a o
COPPER TUBING
IF SERVICE LINE TO HOUSE IS 3/4" OR
TO LIE INSTALLED IN THE FUTURE GALVAN'.
IN5TALL I OCRO CT4-33 OR 44 i9Pr PLUG
x COMPRESSION COUPLING
L- LOOT DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN CIUP EftL COPPE♦?SETTER FOR 5/13"x3/4" METER- FORD
SERVICE LINE 'Fd METER. VEIH72_15W-44-33G, OR MoDONALD BRASS: 21-21.5WC0033, OR
MUELLM- 3/4-8-247D-2 WITH ANGLE BALL VALVE DN INC-ET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP 'WTH [BALL VALVE. FORD COPPER5ETTER FOR 1" METER: NDRD VBH72-1$W-44-440, OR
TAPERED THREAD (CC). CUICK MNT McDONALLI BRASS: 2T-4T5WCQQ44. OR MUELLER: 1-5-2410-2
(3/4" F01000-3-Q) OR AY AICDONALD 47DIS BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1- 17731000-4-Q) OR AY jArGDONALO 4701F INLET ANGLE BALL VALUE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE MTH DUICK JOINT.
NOTE:
ALL IAETER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO CLYMPIC FUUNDARY_ EXPANSION JOINTS MUSH BE INSTALLED ON
BITTH SIDES CF METER BOY.
AA DRILL. 2" 01A, HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L _ 2-1/2" MIN. FROM NEAREST
7�'— AND MOINT EDGE OF PIT LiTI
TYPICAL
file I
I
NOT£:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLM THE
NUT TO TIGHTEN AGAINST THE OPFN SIDE OF MORF THAN
ONE RIB.
w PLTBI,iC W[JFZitS �/4" AND 1" WATER SERVICE . PLAN -- 320.1
` DEPAIRTM)EN'I'
:v. NOVEMBER 2009
SURVEYED:
TSL
DESIGNED:
DSC
DRAWN:
DSC
EN 1 1 /19/21 DD CHECKED:
DID
BY DATE AP P R APPROVED:
DID
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
WATER MAIN IF ADDITIONAL ADJUSTMENT IS
REOUIRED. INSTALL 2-2' CLOSE
NIPPLE AND 2--2" 90- REND, SCREWED
2" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER ROX IN
PLANTER OR OAST IRON BOX IN PAVED
OR CON OPETE AREAS.
-� 2" CLOSE NIPPLE
2" 90' FL13OW
2" 90' EEROW 2" 'GALVANIZED PIPE AS REQUIRED
CONCRETE BLOCKING
PLAN
VALVE NW )T EXTENSION AS REQUIRED
TWO PIECE CAST IRON VALVE (SEE DWG MR45 f PAGE B090)
EQUAL TO GLYNIPIC FOUNM'Y CO, GROUND LIME CONCRETE SIDEWALK
STANDARD 8" TOP SECTION, fi" MAX.
WITH REGULAR BASE SECTION ,
LENGTH TO FIT.
2" RESILIENT SEATED
_
GATE VALVE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE.
BETWEEN CAP OR PLUG
AND 2" 90' ELBOW 1"
,� �-
o o`er, atbuo��o
INSTAL 4 MIL POLYETHYLENE
15" MAX-
PLASTIC COVER OVER WASHED
a s° 4 .00 a o
g.0�°�
GRAVEL, CUT HOLE FOR PIPE
°
G nC7❑ Gpn`R❑
10 CU. FT. WASHED GRAVEL
PASSING
1-1/2" AND RETAINED ON
1/4" MESH
FOR DRAIN
ELEVATION
2 1/2" NST (HOSE;)
AND 2 1/2" FNST
CAP WITH GASKET
2'x7"x2" TEE AND 2" CAP
2" CLOSE NIPPLE BEWTEEN TIE
AND 90' ELBOW.
2" 90' ELEIOW
' STD. PLAN -- 340.1
` s PUK,iC WORKS 2" BLOVV-OFF
+ DEPARTMENT PERMANENT ASSEMBLY MARCrt) 2010
r l
0 C TY OF
RENTON
Planning/Building/Public Works Dept.
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R-409742
W-409705
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT WATER NOTES AND DETAILS
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
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DATE:
1 1 /19/2021
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