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FOUND 1.5" BRASS DISK WITH
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AVENUE NORTHEAST AND NE 19TH
STREET, KNOWN AS CITY OF
RENTON CONTROL POINT #716
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2" BRASS DISK WITH PUNCH MARK
IN CASE AT THE INTERSECTION OF
NORTHEAST 19TH STREET AND
DUVALL, KNOWN AS CITY OF
RENTON CONTROL POINT #1996
WATER PLAN AND PROFILE
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
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VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
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R-409514
W-409701
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY
C�
agafour 11 /13/2020
PO 00
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DEVELOPMENT ENGINEERING P'*-1
Nathan Janders 11 /12/2020 O
DATE:
WATER PLAN AND PROFILE 6/18/19 V) M
DALPAY SHORT PLAT FIELD
DALPAY PROPERTIES LLC. PAGE:
f DRAWING N0: 00 4033 N.E. SUNSET BOULEVARD 0 �-!
RENTON, WA 98059 SHEET :��^0F: 18
WATER NOTES AND DETAILS
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WATER PLAN GENERAL NOTES Standard Plan No..300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WFrH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL Pi MISIONS AND WSOOT / 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 PROGR€S5. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR 0EVE LOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CcNSTRRUCTION.
2, ALL EX15TING LTIILITIE5 5HALL 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 UN -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 IOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA CI10/AZ1.10-82. 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 FfN15HED GRADE SHALL BE 35 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 M UST BE APPROVED BY THE CITY OF RENTON PRIOR TO CON5TRUCTTION. 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 9S PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MOJDIRED PROCTOR TEST
METHOD (M1DD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 89 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.
5. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAJLS AND SPECIFICATIONS AND SHALL BE 1NSTALLED AT ALL VERTICALANO HORIZONTAL. BENDS, FrTTING5
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 PRICIRTO 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 REEN FDA M-PIGGED, 0151NFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTEMNG.
S. 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 NOTIFYTHE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAMNG CONNECTIONS TO THE EXISTING WATER SYSTEM. TH E CONTRACTOR SHALL EXPOSE THE €XSnNG WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERINGS THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS RECZUIRED 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.
STET. PLAN — 300.0
* •� # PUBLIC WORKSWATER PLAN GENERAL NMES
DEPARTMENT
gARCI-I 2010
TESTING [DETAIL
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
VERTICAL CR'QSS (MJYFL) FOR POLYPI.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 AND DISINFECTION,
REMCVE TEMP. BLOCK & BLOW —OFF & CONNECT
TO EXISTING WATER LINE WFTH SLEEVF- (MJ)
AND D.I, SPOOLS
FINAL CONNECTION BY CITY FORCES
PUBLICWORKS
+ � + 17CI'ARTh4CN'r
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
STD. PLA.t+>' = 300.5
MARCI 2010
OF
DALPA Y 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 MECALLION1 M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS 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 STORE ADAPTOR.
4.875" SEATTLE THREAT] X 5" STDR7. ATTACHED WITH 1/9" STAJNLESS
STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORI=/P}ZESERVATIVE
PAINT No- 5780-563 07M ACRYLIC GLOSS, SAFETY YELLOW DR
APPROVED EQUAL, PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY REtJTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK Qf
CURB OR 12" BEHIND BACK OF
3'
SIDLWALK THAT IS ADJACENT TO
CURB
4,875" x 5" 5TORZ
TWO-PfECE CAST IRON VALVE BOX wITH LUG
5'x51xG" THICK CONCRETE PAD AROUND
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK.
STANDARD 8" TOP SECTION WITH REGULAR BASE
EXPANSION JOINT AT
SECTION LENGTH TO KIT. VALVE NUT EXTENSION
a'
HACK OF SIDEWALK
AS REQUIRED.
2"�
/CONCRETE SIDEWALK
RAISED PAVEMENT MARKER TYPE 88-A
,-(3R PLANTING STRIP
STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER
,t
CONCRETE BLOCKING
C:ONORETE -�
-HRUST BLOCK
-6" x 3" x 4" MININOW
CONCRETE HEARING
BLOCK UNDER HYDRANT
0
L MAN LINE TEE. WITH B- FLANGE SfDE OUTLET.
B" GATE VALVE (FL A MJ) AWWA C-509, RESILIENT SEAT
6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" CDR -TEN STEEL TIE RQDS-
112 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
MN 3' RADIUS
5" CONCRETE PAD
ONE MAN ROCK -
s�1
LEVEL ALL GRDUND
MIN 3' RADIUS
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6" CONCRETE PAD
r Lf LL
HYDRANT LOCATION IN CUT OR FILL
STD. PECAN — 310.1
}A PUBLIC WORKS FIRE HYDRANT ASSEMBLY
i D PARTMEN'r
f .,. ?NARCII 2011)
13%24" PLASTIC METEN EIOX EQUAL TO MID -STATES PLASTIC,
INC. [JCF SCRIES MSBCF 1324-12 WITH 1.75- THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLA5T105,
INC. MSCBC-1324--R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
35- MIN COVER
NEW RUCTILE
IRON
WATrNMAIN
9" MIN
12" MAX
FlN15H GRADE -
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IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
LONG COPPER TAILPIECE. a
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SIDEWALK
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TOUCHREA€} WATER
METER 70 HE
12"
P�ivA TE
P[PING
SUPPLIED BYTHE -
CITY i �
TYPE "K" SOFT a O
COPPER TUBING
IF SERVICE LINE TD HOUSE IS
TO 6E INSTALLED IN THE FUTURE CrA1 VAN'.
rNStALL FO1�b 014-,33 OR a4 IlPr PLUG
x COMPRESSION COUPLING
A - LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PRC"OE SLACK IN CDPPER
SFRmcF I_INC 'ra MFTFR.
CORPORATION STOP WITH BALL VALVE. FORD COPPEIRSETTER rQR 1" METER: FORD V@H72-1$W-44-44G, OR
TAPERED THREAD (CC). OUiCK Jd1NT M[DGNALLI BRASS: 21-4T5WGOO44. OR MUELLER: 1-B-2410-2
801H INLET AND OUTLET WIIH QUICK JOINT. PADLOCK WINGS ON
(1- FJ�1000-4-Q) OR AY MCOONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET,
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL IAETER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST—rRON EQUAL TO CLYMPIC FUUNDAFRY. EXPANSION JOINTS MUSH BE INSTALLED ON
our" SIDES OF METER BOB{.
AA
N OTL:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF VORF THAN
ONE RIB.
DRILL. 2" DIA, HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND MONT EDGE OF PIT LID
} STD. PLAN -- 320.1
1" WATER SERVICE
a PUBLIC WORDS
} .` DE.PARTMEN'r
NOVEMBER 2009
WATER MAIN IF ADDITIONAL ADJU57MENT IS
REQUIRED, INSTALL 2-2' CLOSE
NIPPLE AND 2-2" 90- REND, SCREWED
Z" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER ROX IN
PLANTER DR CAST IRON SCX IN PAVED
EEO OR CONCRETE AREAS.
- 2" CLOSE NIPPLE
2" 90' ELBOW
2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED
CONCRETE BLOCKING
PLAN
VALVE NUT EXTFNSION AS REQUIRED
TWO PIECE CAST IRON VALVE (SEE DWG DR46 / PAGE B000)
EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK
STANDARD 8" TOP SECTION, 5" MAX.
WITH REGULAR BASE SECTION
LENGTH TO FIT, - \ I;
2" RESILIENT SEATED _
GATE VALVE, SCREWED
I
2" GALVANIZED �
PIPE 12" LONG
2" CLOSE NIPPLE
RETWEEN CAP OR PLUG
AND 2" 90' ELBOW _
o`er, auo��o
INST,�L 4 MIL POLYETHYLENE ] u °° pp �d °` G
PLASTIC COVER OVER WASHED 1 B" MAX Q D o'❑ o a ° o
GRAVEL. CUT HOLE FOR PPE °��' "All
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10 CU, FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
ELEVATION
2 1/2' NST (HOSE)
ANO 2 1/2" FNST
CAP WITH GASKET
2"x2"x2" TEE AND 2" CAP
2' CLOSE NIPPLE BEWTEEN TF
ANO 90' ELBOW
2" 90' ELBOW
SM. PLAN - 340.1
` s PUBLIC WORk;S 2" BL(DiN-C)FF
+ I)LPARTMEN'T' PERMANENT ASSEMBLY
MAR(71-I 201:0
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SECTION
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23
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— (PUBLIC) / IE 6" PVC SW=411.90'
CENTER=409.71' I
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" v a& UTILITY EASEMENT PER
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SURVEYED: SCALE:
TSL VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
BENCHMARKS: DESIGNED:
IDSC
FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK 8 10 DD DRAWN:
2 PER COR COMMENTS DATED 6 20 DC 6
PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF / / / /20 DSC ONE INCH DATUM
AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC 12/2/19 DD CHECKED: AT FULL SCALE
STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF DID IF NOT ONE INCH
RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION BY DATE APPR APPROVED: DIDSCALE ACCORDINGLY
VIIIICITY OF
RENTON
Planning/Building/Public Works Dept.
ROCKERY
re 42009
F�/STE�� \��,
/ONA L LNG
9-21-20
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S-409704
W-409704
j R-409714
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITYff IL
Ann Fowler 11 /13/2020
DEVELOPMENT ENGINEERING 4 I
Nathan Janders 11 /12/2020
COMPOSITE UTILITY PLAN
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
W
NNE
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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
Q
a
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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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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MANHOLE. FRAME AND COVER
PER STD. PLAN 401-
I
ADJUSTMENT RINGS
AND MORTAR JOINTS �
SEE NOTE 5
� - 4" MIN TO
Q � 9
-� 12,E MAX.
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[OT S-
I STEPS Tea BE PQLrPRGPYLENE SAFETY STEPS
STEPS ARE TO EL IN PLACE BEFORE MANHOLE '=ECTIONS ARE INSTALLED.
E CASTJIAG SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED FRE_A5T CCNCRETE.
5. ADJUSTMENT OF THE CASTING T17 GRADE SHALL BE -ER STD PLAN l D6
TTI E USE OF SHIMS IS_PRQUDITED
6. SANITARY SEWED MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INC'•_UDING CHANNELING.
COATED (SEALED) WITH A HJCH SOLIDS URETHAI%IE CRATING; WASSER
M;-SHIELI7CGAT 100 OR APPROVED EQUAL; COLOR OF COATING SMALL BE WHITE.
i. RUJ EVER GASKETED ,JOINTS SHALL BE IN C[)ix1FGRIViANCE WITH ASTA•! C-443.
6. CHANNEL HEIR H7 SHALL BE A MINIMUM FjF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL
BOOTS OP ARPRCIVECr EQUAL
10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAxWl-!M DF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS. O'OVEP MI.15T 5LOPE IN ALL CIRECIRDN ; TO MATCH PAVING.
L—Z'
g STD. PLAN! - 400.2
VAR)
PUBLIC WORKS SANITARY MANHOLE �V .
DEPARTMENT SHALLOW AZ 9/11/2419 I
Nksov DATE
ASBUILT SEWER NOTES AND DETAILS
OF
DALPA Y 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
1 1 ASBUILT
SEAL WITH AR 4-000 DiR APPROVED
EQUAL AND DRY SAND AFTER
PATCHING
Mf}R ..r u
NOTE 3 AND SPECIAL PRONSONL
7-05.3( t ).
PAICHEO AREA
PLAN
NTS
13MCK5. SEE NOTE 4.
SECTIGN A_
-A
NOFES
1 REMOVE PAVEMENT AND BASF MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE 01AMETER OF THE FRAME PLUS FOUR
FEET. ADJUST CASTING FRAMETO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN
400.1.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF
CLASS'S* ASPHALT OR TO A DEPTH THAT IS 7 SIrLOHI THE
BOTTOM Of THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
r_l
DEPTH OF CLASS "13"
ASPHALT TC BE 2' SELOW
BOT70M OF THE UPPER
ADJUSTMINT RING OR A
WINIMUM OF 8" WHICHEVER
15 GREATER-
3 . ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
BRICKS AND FRAME SHALL BE GROUTED.
4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS. BRICKS AND MORTAR ONLY. BRICKS S"k-L BE
STAGGERED TO CREATE A RUNNING BOND OR V2 BOND. THE
USE OF SHIMS IS PROMBrnM.
_ STD. Pl" - 400.4
{a
PUBLIC WORKS TYPICAL UTILITY COVER APPROVED:
*• �+ ADJUSTMENT FORaEpARTMENT PAVEMENT OR OVERLAY o ��
P,,..,.,•, DATE
REVISION
SURVEYED:
TSL
DESIGNED:
DSC
DRAWN:
DSC
EN 1 1 /19/21 DD CHECKED:
DD
BY DATE APPR APPROVED:
DD
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
B[aLiHC1LkE - 3 PLC$
➢IA E.C. (SEE 1 _ T„i1_
I( R E�/ 1fI I''I
SEWER
COVER & FRAME
PLAN VIEW
COVER BOTTOM VIEW
L �Srlr7a I' r'35❑E ' BLT tALLEN HEAD)
F- PU.BbEP WASHER
a sr4r � 2 112,
IF22 ml I64mnj
TiF
COVER SECTION VIEW
26 lic" A!A
Ic73nn]
25 1/4` WA
[�41r�3
I I/1Ti'
lf'4' l6mrP DIA
NEDPP.ENE GASKET
6'
L1'72m ]
`8- f 2 3 3Y S' DIk CL OPEN
r lr.,rlr7'I [��r�r,rll
e, LIM
[694mnl
3s I.L.• 13IA
BOLTING DETAIL
L3mriI
L�ar~M] J
GASKET GROOVE DETAIL
F9e 7Mn-1 NI:;1 ES:
FRAME SECTION VIEW 1. ALL COWERS SHALL DE LOCK{ NC- UD PER EAST
)ORDAN IRON .WORk;S INC. No 37T7C'1 OR Efill-,AL
2. USE FRAME AND COVER FOR STOPM ['-.PEC1=
"DRAIN'' ON COVER), SANITARY (SPEr:Ir
"SEWER"). 014 WATER (SPEC'FY "WATEFApolkilk ;
5TO, PLAN - 401
• PUBLIC WORKS PPROVE[7:
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019
PILI• DATE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
• CITY OF
RENTON
Planning/Building/Public Works Dept.
R-409745
W-409707
11-19-21
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER NOTES AND DETAILS
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
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r�R r--i—r----------
-� EX- SEWER MAIN
I I I E PROPERTY LINE
SPOOL
I ! I I I
{LENGTH AS NEEDED}
6 SEINER STUB I I I
I ! I I
I I I
I I I I
I 1 I I -
SEWER MAIN TEE X 6" TEE
i SIDEWAILK
I i ii i�r
I I GOUPUNG {TYP,} L_uJ �L �.. �.. �...._�..J ¢
kkj 3c
r
.y
BEND AS $"
REQUIRED
FUTURE 4' SIDE SEINER
Day--==______3
2"x 4" STUD MARKING POST PAPNTED
S" CAP WHITE NTH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #E WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE S7UD-
6"X6"X6" SURFACE CLEANOuT WITH CAST IRON RING ANT) COVER
(EAST "DAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER- ON LID),
CL£ANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD,
CONCtRETE PAD TT) BE 8' CN I)EP7H-
EXIS71NO SANITARY
SEINER MAIN —2.0% MIN. SLOPE
FUTURE 4" SIDE SEWER
\-g" SEWER STUB 6"x6"XG" WYE FUTURf 6"x A" REDUCER
SEWER MAIN 512E X 6" TEE
ACCEPTARLE PROCEDURES rQR SIDE SEWER CONNECTIONS Tti EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BA0X" FLEXIBLE COUPLINGS (FERINCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEMBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C- PVC & G904 PVC MAIN - CUT IN NEW TEE USING R1100 COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQQAL)-
D_ DUCTILE IRON MAIN - CORE -DRILLED IWITH A ROMAC SADDLE {CR APPROVED EQUAL)
E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP. ETC.); CUT IN A NEW PVC 'TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL),
F. HDPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE' MAY BE USED ON SEWER MAINS f2" DIAMETER OR LARGER.
G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL PE CORE-DRfLLED-
/ l
3000 PSI MIX
CONCRETE
BLOCKING %err
r—ti r 'ek�t1
`- 6" TEE
b" MIN. SEINER
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45'
_ 2% MINI SLOPE
J HORIZONTAL
MAIN
NDTE: UNLESS O-IHERWISE SHOWl4 ON PLAN, SIDE SEWF3i SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3-'-
LOWER THAN T3iE LOWEST HOLISE ELEVATION- WHICHEVER ES LOWER.
SIDE SEINER STUB pRJ3: STD. PLAN - 406.1
DEPARTMENT P WORKS INSTALLATION �� 9/11/2019 l
PAR
(SEWER MAIN TO PROPERTY LINE)
ASBUILT SEWER NOTES AND DETAILS
OF
DALPA Y 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
ALL 90' TLJRN5 SHALL BE ACCOMPLISHED
0Y MEANS OF A WYE WITH CLEAHOUT AND
4" BZNV AS REWIRED (NO MORE 45' BEND- TWO 45' BENDS SHALL NOT 8E
THAN 45' BEND). EVERY 2ND 4" CLEANout wYE wITH ACCEPTABLE. (SEE NOTE 11)
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG.
WALL REQUIRE A SURFACE (SEE NOTE 11)
CLEANOUT WYE- (SEE H07 11)
w W w
HOUSE LU I HOUSE of HOUSELU I HOUSE
3 O" MIN,
4" SEWER PIPE
SURFACE CLEANOUT VAnk
* {TYPICAL)
fi"x fi"xt3" WYE ¢ 4" SEWER PIPE SEE NOTES 2
(SEE STD PLAN - 4p7j 4" TEST TEE WITH AND 3. MINIMUM LINE WE FOR
PLUG FACE UP OTHER THAN SINGLE FAMILY JS 6"
{TYPICAL)
PROPERTY TINE _PROPERTY LINE
L3. MIN. 5"x 4" REDUCERzF (TYPICAL) z
MAIN SEWER LINE
lA DIE S:
1, P60F to Installation of o sanitary sewer carinectron, o slde-sewer
z
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
permfl must be purchased from the City or Renton Public Vlbrks
ax
<
FLOOD LEVEL RIMS LOCATED 6ELOWw' THE ELEVA71pH
Depgr#rnertt.
In
OF THE; NEXT UPSTREAM MANHOLE COVER OF THE
0
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
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z
DEVICE SUCH AS CLEAN CHECK tXTENDABLE
2. Types of pipe and fittings that may be used for sanitary sewen
3
BACE WATER VALVE OR APPROVED EQUAL SHALL BE
shall Inn approved by the D9porimeht of Public Wanks. Qnleo
INSTALLED,
otherwise approved by the Wastewater Utility, rubber or neoprene
m
gaskets as speeffled by the manufacturer, shall be used on
0
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
joints,
a
9
5URfACE CLEAi#OU7
3. A minimum grade of 2% (1/4" per foot) must be maintained
4"x 4•'x4" WYE
with o 4' plpe. In the event a 2% grade canna( be maintained.
4" PIPING
with the approval of the Pubfkc Works Inspector, the contractor
may Install a 6- dlameter side sewer at no less than 17-
PLAN
BUILDING DRAIN FOR
4• Far Inspection 4f side sewer, call 24 hguro M edvurmu. The
LOW ELEVATION HOUSE
Inspection phone number rs on the side sewer permit. Site
must be ready for Inspection and a representative an site when
ll
5
Inspector omr uv at oppo+nted time, Side sewer gad stub shuli
MAIN TO PROPERTY LINE 5'-D" -O
be tested per City speeifleo#icns, Make the connection of the
PROPERTY LINE
FROM THE HOUSE
SUILD1140. DRAIN
hawse. Do not hockflll the ditch until approval Is given by the
SIDE
SEWER
BUILDING SEWER
2'-E"
inspector.
--3'-0"MIN---
TO 3'-tT"
5. Install side sewer with 2' minimum [aver. 18" cover is clluwen
ut the house if gutEet is shallow.
6. If side sewer stub Is nat ovoilabla. The owner shall be
-
m rn 2 0 m rn c: t p A +. n x c m
responsible for its in9talkation per stondwd drawing 406.1. All
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work within street right-of-way shall he done by a licensed and
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banded oantractor.
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7, API work shall be accomplished in accordance with the Washingte,
F x A a i "� n. m o
Indul;trlol Safety and Health Act. (WISHA)
1 a1 Z 02—y � 1 ��
"1
B. Ad trench restoration for Lida sewers rn the puhUc right-of-way
r- Qr�n G7 0 0M
eholl conform to the most current trench restoration
I*1 I ° M O
requirernents as in the Penton Standard Drawings.
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9- All building serer and side 5cwers shall have bedding in
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uccordonce with stgndord drawing 405.
a In PLAN
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1D. Whenever feasible, there aholl be o minlmum 5 foot horizontal
BUILDLNG SEv4EfT
sepurotign between sonftory aide sewers and water services and
INSTALLATiC I
c minimum 5 foot horizontal separatlon between sanitary side
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sewers and id cthar utilltrvs.
CALL 811 BEFORE YOU DIG
11. The cleanout at the Rrght-of-Way shall be installed per
to
Standard Plan 406.1. The 6eanout at the building shall he
Or go
installed to surface grodo. All other 1;€egnout5 shall be metaled
www.callbeforeyoudlg.org
to within 12' of the surface.
TYPICAL BUILDING SEWER STD. PLAN - 406,E
92,R) PUBLIC DEPARTMENT
GA
FROM PROPERTY LINE TO PR � 9 I1/ 019
J=NT � �
NbalF BUILDING CONNECTION P.Mrwa,nw a,TE
WASTEWATER LITILITY STANDARD NOTES
1. ALL WORE( AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTDN PtJBLfG VVORKS DEPARTMENT AND THE LATEST E t)ITION OF THE W$DDT1APVVA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS 8 SPECIFICATIONS.
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTS ON,
2, CATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1956. HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS.
3. A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION- IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION, INSPECTION WILL IRE ACCOMPLISHED
BY A REPR£SENTATiVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS €N ADVANCE OF BACKFILL[NG ALL CONSTRUCTION.
4- THE HOURS OF WORE( IN THE STREET RIi:iHT-OF-VVAY SHALL BE PER CITY SPECIFICATIONS ON WEEK❑AYS
UNLESS OTHERW ISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARRTMENT. AN APPIROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINEL7 PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIG HT -OF -WAY.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
S. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH RCW 19.122 A MIN IMUM OF TWO
BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG
TICKET ON SITE AT ALL TIMES.
7, BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPET IN LAYERS WITH A L00SE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-I19CHES, THOROUGHLY CDMPACTING EACH LAYLR TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8- SANITARY SEWER PIPE SHALL PE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SIDR 35, OR
DUCTILE IRON CLASS 50- UNLESS OTHERWISE APPROVED BY THE CITY.
9, SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL. BUILDING FOUNDATION, ETC.)
UNLESS APPROVI-Cl BY THE CITY, IF A SANITARY SEWER I5 TO BF LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC-), IT SHALL BE ENCASED IN A STEEL CASING THAT EXTENDS A MINIMUM OF 5 FEET
OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED
IN THE STATE OF WASHINGTON AND SHALL HAVE A 318-INCH MINIMUM WALL THICKNESS AND SHALL BE OF
SUFFICIENT SIZE TO ALLOVY INSTALLATION OF THE SANITARY SEWER PIPE WHILE MAINTAINING CLEARANCES AS
RECOMMENDED BY THE CASING, SPACER MANUFACTURER. STAINLESS STEEL CASING SPACERS SHALL BE
INSTALLED ON THE SANITARY SEWER P€PE AT DISTANCES THAT PRDVIDE ADEQUATE SUPF'OF2TTO PREVENT
SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND FLEXIBLE END SEALS.
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
EtACKFILLED WITH CRUSHED SURI=AMNG AGGREGATE: (WSDOT SPECIFICATION 9.03.9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.
11, ALL PIPE AN O APPUFRTENANCE=S SHALL BE LAID ON A PROPI IDLY PREPARLD rOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WS DOTIAPWA STANDARDS
AND SPECFICATIfON AS APPROVED AND MDDIFIE❑ BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS- THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
41}5.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THEE PREVENTION OF ON -SITE EROSION 130TH 0URING GONSTIRUCTION AN D AFTER THEE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL.
13, THE CONTRACTOR SHALL PROM❑E THE CITY OF RENTDN WITH A RECDR❑ DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR.
�S
STD. PLAN - �113
URIPUBLIC WORKS WASTEWATER UTILITY APPAkED.
DEPARTMENT STANDARD NOTES GAZ 9/11/2019 !
•,. wr..�."ti.., DATE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: SCALE:
TSL VERTIN/A HORONTA�L:ND1983/1991 ASBUILT SEWER NOTES AND DETAILS
DESIGNED:DSC CITY O F DALPAY SHORT PLAT
DRAWN:
RENTON ONE '"C" DATUM DALPAY PROPERTIES, LLC
1 ASBUILT EN 11/19/21 DD CHECKED: DD AT FULL SCALE Plonning/Building/Public works Dept. 4033 N.E. SUNSET BOULEVARD
IF NOT ONE INCri
NO. REVISION BY DATE APPR APPROVED: DD SCALE ACCORDINGLY RENTON, WA 98059
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RIM=424.07' LS# 18913
IE 12" PVC N=421.47' 0.4'NXO.5'W
IE 10" PVC W=421.64' OF LOT CORNER
BOTTOM=420.85'
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ASBUILT COMPOSITE UTILITY PLAN
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
REDMOND COU IV E. 3 CB RIM=414.39'
IE 12" PVC N=411.22'
(PUBLIC) H �' IE 6" PVC SW=411.90'
CENTER=409.71' I
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I & UTILITY EASEMENT PER
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& CAP CNW LOT CORNER \ HOLDING MANHOLE
LS#40016 I BOTTOM CENTER=397.49t I N
0.2'SX0.2'W I 3 I 'r���
OF LOT CORNER STORM VAULT I Jr
I TOP=416.70'
CONIC. WALL I PROPOSED ROCKERY I I N
BENCHMARKS:
FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK
PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF
AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 ASBUILT
STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF
RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 NO. REVISION
I
SURVEYED:
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DESIGNED:
DSC
DRAWN:
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EN 11/19/211 DD CHECKED:
DD
BY DATE AP P R APPROVED:
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SCALE:
1 201 HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
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SCALE ACCORDINGLY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT COMPOSITE UTILITY PLAN
DALPAY SHORT PLAT
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4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
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