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WATER GENERAL NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
PLANNING/BUILDING/PUBLIC WORKS 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 PLANS & SPECIFICATIONS. A 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
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
OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR
LOCATORS 800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE
JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE
WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS
ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER
ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE
MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION
OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A
MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS)
SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF
ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO
THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING
BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER
OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4
INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH
PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF
MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH 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 WITH OPERATING NUT OF THE SAME
DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR
POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ
ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT 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 WITH 1/8 INCH,
COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR
APPROVED EQUAL.
cow*ote r r a
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
35163,
SIGNAL'
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN
12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION.
THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A
DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING
OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING
PRESSURE, IN ACCORDANCE WITH 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
RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2
HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE
IS REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE
AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT 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 PUBLIC 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 CONTRACTOR'S
RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING 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 ACCEPTANCE PRIOR TO
FINAL TIE-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR
MANUFACTURING 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. OIL MAT STREETS MAY
BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE
SAWCUT TO A MINIMUM 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 SUBGRADE INSPECTION PRIOR TO PLACEMENT
OF FINAL PATCH.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE
SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
CIVIL
CONSTRUCTION
PERMIT
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INTAKE
CIVIL
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SCREEN
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NO. I REVISION
SURVEYED: _ I SCALE:
-/ . ' / . -I I DESIGNED: MB
11/14/19
11 /8/19 DRAWN. MB
ICHECKED: PA I
BY I DATE I APPR I APPROVED:
1 "=20' HORIZO TAL NAD/983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
W-408501
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 01 /03/2020
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
NOTES
7/29/19
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321 3rd Ave South, Suite 406
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ph 206.596.7115
coterraengineering.com
CIVIL
CONSTRUCTION
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INTAKE
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CONSTRUCTION
PERMIT
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NO. I REVISION
1 /2/20 SURVEYED:
12 19 19 DESIGNED:
11/14/19 MB
11/8/19 DRAWN' MB
8/ 1 / 19 CHECKED: PA
BY DATE APPR APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
% CITY 0E
RENTON
Planning/Building/Public Works Dept.
T
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND
GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND W 0-
REQUIREMENTS. 0-
3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON z
STANDARD 406.2. 0
4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
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5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER U
AND FIRE SERVICE, BACKFLOW PREVENTER, AND FDC LINES PRIOR TO CONSTRUCTION.
FDC LINES SHALL HAVE CHECK VALVES INSIDE BLDG.
6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND
PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC
212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL v�
PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC z
212-80-043(2). 0
7. LOCATE ALL WATER METER AND DOUBLE CHECK VALVE BOXES FOR DOMESTIC SERVICES OUTSIDE r ,
OF MAIN DRIVEWAY AISLES AND PROVIDE TRAFFIC RATED LIDS. V
8. SEE SHEETS C5.0 TO C5.2 FOR APPLICABLE DETAILS. \J_
9. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED JOINT RETAINER GLANDS EQUAL TO /
MEGALUG SERIES 1100 AND CONCRETE BLOCKING.
10. SURFACE MOUNTED UTILITIES SHOWN ON LANDSCAPE SHEETS PER HEARING EXAMINER CONDITION U
OF APPROVAL #6.
11. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT OF ALL WORK.
STATIONING FOR WATER LINE WORK SHOWN ON WATER LINE PROFILE PLAN SHEET C4.3.
12. SANITARY SEWER MANHOLES SHALL BE PER COR STD DTL 400.2, "SANITARY MANHOLE SHALLOW"
SHOWN ON DETAIL 2, SHEET C5.1, UNLESS NOTED OTHERWISE. SANITARY MANHOLES WITH RIM
TO LOWEST INVERT DISTANCE GREATER THAN 7.0' SHALL BE PER COR STD DTL 400.1,
"STANDARD SANITARY MANHOLE" SHOWN ON DETAIL 1, SHEET C5.1.
13. INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLIES PER DETAIL 7, SHEET C5.0 SHALL BE
INSTALLED ON EACH DOMESTIC WATER SERVICE WITHIN EACH TOWNHOME UNIT DOWNSTREAM OF
THE DCVA.
14. CHECK VALVE VAULT TO BE 444 UTILITY VAULT. S-408501 u)
15. BLDG B FDC CHECK VALVE LOCATED INSIDE THE BLDG. W-408502 2
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
2
DEVELOPMENT ENGINEERING WASTEWATER UTILITY �' z
Nathan Janders 01 /03/2020 Ann Fowler 01 /03/2020 O
WATER UTILITY
agafour 01 /03/2020 W
WILLOWCREST TOWNHOMES DATE:7/29/19 U
E D M O N D S AVE NE, RENTON, WA FIELDBOOK:
PAGE: 0
DRAWING N0: COMPOSITE U nLITY PLAN C4 •`-
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14 35
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° NW1/4 OF THE NW1/4 OF SEC 9, VALVE ASSEMBLY EXISTING BUILDING
TWP 23N, RING 5E, W.M. C5.=371.84' PARTIAL FOOTPRINT
o (TYP OF ALL BLDGS) I a . 6" SS 2.0% r1ERY8° 54" GATE
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SIGN i 2" C OSS S p RT
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5. 5. "TEMP BOW-0 F R NET
P PIG STATION P R 3.5 EL FF
LL� N a TY BLDG C) APN 722780-1370
C R STD PLAN 300. /
I m I I CONICBL CKING REBAR
4 FIRE HY ANT cAP PERRINE
LL W 1" OM W LS 43618
S
I .° • 3c� , I � , ° ,
A N - •% ER CE (TYP 74 of 2OF .
3
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cmI C5. / �� BLDG A ii S 5 49 145 6
3 3 N ° 6 5 1" STIC WATER a .• d� x PARK BENCH
SERDVI EEAND METER I / _ / / (TYP.) - s R.R_TI ALL
-
° p 3 II N a AND OUBLE CHE K / C ECK VALVE ULT / I
LUI JBIOX COR00
MARE ST SSPLANL 3 0.8 �,_ \ (TY SEE NOTE 14 • i / HEATPUMP
VAL
TELEPHONE
RISER
STREET
SIGN
LUMI�AIRE
& JBOX
FIRE -
HYDRANT
SIGNAL -
JBOX
EPHONE
RISER
SIGNAL
JBOX
OF SEC 9, TWP 23N RNG 5E, W.M. PUBLIC SANITARY SEWER
MAIN PROFILE 1 (TYP)
EX 8" SS MAIN
PROFILE SHEET
I AND IE (TYP)
S88°55'42"E 319.70'
I
co erra
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
2 WATER MAIN
C5. 1-12" COUPLING
12" NIPPLE
FOUND REBAR & CA45' HB MJ
SSM LS #43612, 436BLOCKING
ON SOUTH
oC E EX 12" W
1.1'w AS UIRED. FIELD
LOCATE LINE AND
GRADE PRIOR TO
CONSTRUCTION
1988
1 »=20' HORIZO TAL• NAD NAVD1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EXISTI
FOOTP
ROOF ELEV.=
H
POWEF
METER
a
d
�\AC�ARPdCARPOf�.T
APN 722780-1385 j..
VISSER \
EXISTING HOUSE
PARTIAL FOOTPRI�
-f - - SANITARY SEWER MAIN
- - - - SANITARY SERVICE LINE
e CLEANOUT 5
C5.
SANITARY SEWER MANHOLE 48" 2 SEE NOTE #12 THIS SHEET.
C5. C500110
- - - WATER SERVICE LINE
WATER/FIRE MAIN
x H WATER VALVE 6
C5.
FIRE HYDRANT 4
C5.
5
61 WATER METER C5.
H 11.25° BEND
�- 22.5` BEND
45- BEND
rl 90- BEND
WATER CAP
# WATER COUPLING 2
C5.
001 WATER REDUCERS
IZI WATER TEE
7
® CONC THRUST BLOCKING HORIZ C5.
FIRE DEPT CONNECTION
9 POST INDICATOR VALVE
NOTES
1. SEE SHEET 01.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND
GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
REQUIREMENTS.
3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON
STANDARD 406.2.
4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER
AND FIRE SERVICE, BACKFLOW PREVENTER, AND FDC LINES PRIOR TO CONSTRUCTION.
FDC LINES SHALL HAVE CHECK VALVES INSIDE BLDG.
6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND
PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC
212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL
PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC
212-80-043(2).
7. LOCATE ALL WATER METER AND DOUBLE CHECK VALVE BOXES FOR DOMESTIC SERVICES OUTSIDE
OF MAIN DRIVEWAY AISLES AND PROVIDE TRAFFIC RATED LIDS.
8. SEE SHEETS C5.0 TO C5.2 FOR APPLICABLE DETAILS.
9. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED JOINT RETAINER GLANDS EQUAL TO
MEGALUG SERIES 1100 AND CONCRETE BLOCKING.
10. SURFACE MOUNTED UTILITIES SHOWN ON LANDSCAPE SHEETS PER HEARING EXAMINER CONDITION
OF APPROVAL #6.
11. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT OF ALL WORK.
STATIONING FOR WATER LINE WORK SHOWN ON WATER LINE PROFILE PLAN SHEET C4.3.
12. SANITARY SEWER MANHOLES SHALL BE PER COR STD DTL 400.2, "SANITARY MANHOLE SHALLOW"
SHOWN ON DETAIL 2, SHEET C5.1, UNLESS NOTED OTHERWISE. SANITARY MANHOLES WITH RIM
TO LOWEST INVERT DISTANCE GREATER THAN 7.0' SHALL BE PER COR STD DTL 400.1,
"STANDARD SANITARY MANHOLE" SHOWN ON DETAIL 1, SHEET C5.1.
13. INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLIES PER DETAIL 7, SHEET C5.0 SHALL BE
INSTALLED ON EACH DOMESTIC WATER SERVICE WITHIN EACH TOWNHOME UNIT DOWNSTREAM OF
THE DCVA. Q r�
14. CHECK VALVE VAULT TO BE 444 UTILITY VAULT. R-408535
15. BLDG B FDC CHECK VALVE LOCATED INSIDE THE BLDG. S-408504
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
W-408503
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
COMPOSITE UTILITY PLAN
7/29/19
PAGE:
DRAWING NO:
C4.1
SHEEP: OF:
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THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE
DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY
4" FL.x'.E. DUCTILE RON CLASS 52 CEMENT LINED
PIPE WITH COLLAR 'B" EROM P.E. AS SUPPLIED BY TOUCH READ PIT LID SENSOR
PACIFIC WATER WCRKS SUPPLY CO INC. MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
PRIVATE CITY INSTALL EPDXY NON -SHRINK GROUT
P PING PIPING 12"
_ 3'-4"
LONG T-0" 4" DUCTILE IRON CLASS 53. P.E.xP.E. PIPE.
TEE (MJ x FL) CEMENT LINED, LENGTH TO FIT.
�. GATE VALVE DEADMAN BLOCK REQUIRED
(FL x MS) 2'-4„ 1 " -
4'-8" -_
C_ TO BUILDING
2'. 4„ 2"
CONCRETE BLOCKING 12" ,ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST.
INDICATOR POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE, PAINTED RED.
4" FLANGED COUPLING ADAPTER EQUAL TO
ROMAC.
.A__ DETECTOR DCLBLE CHECK VALVE ASSEMBLIES
SI IALL N;; JDL dLSI L\I LATED S•U'OFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
VA_VES AND T_ST COCKS AN CAPS AND RESILENT SEATED SHUTOFF VALVES.
APPROVED CROSS CDNNECLON CONTROL
ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST.
PLAN
TOUCH READ PIT LID SENSOR
U UPRECAST CONCRF-F VA,:LT WITH 2 - Tx3' HINGED MOUNTED ON STEEL PLATE
STEEL PLATE COVER. DIMENSION 4'-B' x 7'-0" x 7' 0" COVER THROUGH 2" DIA.
UTILITY VAU_- CO. 577-LA OR EQUAL. -GALVANIZED DRILLED HOLE IN COVER.
STEEL LADDER
r3„
1 6' TO 46"
INSTALL EPDXY q•_3••
NON -SHRINK GROUT
(TYP.) I
7'-0" -�
,
12"
..
I
_12„
2'-9�
CONCRETE SUPPORT
e
PADS OR ADJUSTABLE 1
PIPE SUPPORTS.
ELEVATION
NOTE:
6" MIN- DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM
INSTALL GALVANIZED LADDER FOR ACCESS.
AFTER FIELD IN5TALLA-ION, MAIN DDCVA AND BY-PASS
COMPACTED FOUNDATION
DCVA MUST BE TESTED SATISFACTORI_Y BY A DEPT. OF
GRAVEL
HEA TH C-R 11 E) 3ACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TC CITY OF RENTON WATER
U-ILITY ENGINEERING DFP-.
PRIOR TO ACTIVATION OF NEW LINE. INSTALL Y" FLARE
TEST COCKS WITH Y4" FLARE CAPS.
+► f PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD. PLAN - 360.3
'`•` ` DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
MARCH 2O10
OUTSIDE BLDG DDCVA
f 1 0 FT
X'STING WATER LINE
TESTING DETAIL
STING TEE, DEAD END LINE, CAP OR PLUG
NOT DISTURB BLOCKING
NEW WATER LINE
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
�n^�+ PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
DEPARTMENT EXISTING TEE OR END LINE CAP
"f'FN,ip� MAk01i 2010
EXISTING END LINE CAP CONNECTION
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
1111SHED GRADE ELEVATION
IINST.e.,LL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) /
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
( NEW WATER MAIN POLYPIG ^
-.
I
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VER-ICA_ CROSS (M" X FL)
ONE BLI\D FLANC= ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLI\D FLANGE ON BOTTOM OF CROSS
ONE PLUG 'MJ) C\ END OF CROSS
CONCRETE B_CCKING
ALL D-BRIS A\D POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
n PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
DEPARTMENT WATER MAINS
biAkCli 2010
POLY PIG STATION
OFI RE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
CCIVFRESS ON -Y-E SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTJRION 20C, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH _UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEA`TLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE
PAINT No. 5780-563 DTV1 ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQJA_. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRFCTED Bv RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE JSED L-- REOU RED.
f 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
5x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
ac EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION
BACK OF SIDEWALK AS REQUIRED.
fCONCRETE SIDEWALK --- RAISED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP / STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE BLOCKING
Y
CONCRETE
THRUST BOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
r 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FI-
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MNINUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE B_AINNC; 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UN-iFR HYDRAN- POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GRFIUND
MIN 3' RADIUS MIN 3' RADIUS
iL
ONE MAN ROCK
D
s
6" CONCRETE PAD 6" CONCRETE PAD
41,
im
CUT FILL
HYDRANT I OCATION IN CUT OR FILL
Y.
n o' PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
,11AI{Cli 2010
FIRE HYDRANT CONNECTION
NTS C5.2 NTS C5.2 NTS C5.2 NTS
13%24" PLASTC M -ER BOX ECLAL TO MID -STATES PLASTIC,
INC BC" SERIES MSBCF 1324 '8 WITH 1.75" THICK DUCTILE CITY PRIVATE
IRON DIAMOND PLATE COVER -QUA O MID -STATES PLASTICS,
INC. VSC3C-1324-R WILT1 REACER LID AND 2" DRILLED HOLE PIPING PIPING
FOR TOUCHREAD PIT LID (SEE )ETAI_ A -A)
K I IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
W LONG COPPER TAILPIECE. w
9" MIN a I SIDEWALK a
12" MAX
-WISH GRADE rr _
z ¢ rc TOUCHREAD WATER
- 0 \ METER TO BE
O SUPPLIED BY THE 12" z
36" MIN COVER n" CITY ` s>
J TYPE "K" SOFT o
' COPPER TUBING
j;
NEW DUCTLE
IRON
WATFRMA!N
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-3-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
- CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METR_L FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK ..DINT McDONALO BRASS: 21-415WC0044, OR MUELLER: 1-8-2470-2
(3/4" FB1000-3-0) OR AY VCCCNALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONAI_D 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT,
NO -.
AL.. MFTFR BOXFS INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CASI-IRON EQUAL 0 OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
3011- SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) 70UCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
�t
TYPICAL
RIB
I
NOTE:
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 MORE THAN
ONE RB.
�Y
PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1
n
`. �'•` �` DEPARTMENT
NOVLIMBEI{ 20UD
1" WATER SERVICE
A PLAN VIEW A
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
"WATER"
OPERATING NUT
12" MIN
r_,'�,.'=_"•'" CAST INTO IT
18" MAX
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
VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPc_RAIION NUI EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FIN S-IED GRAD__. EXTENSIONS ARE TO BE A
MINIMIJM 0= ONE (1) FOOT LONG. ONLY ONE
EXTENSION -0 BE USED PER VALVE,
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, S ZLD AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
-0 GARSONITE UTILITY MARKER
VALVE MARKER PCS- TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
a%..
T � _
} 3„
38" MIN.
WIDTH
WHITE POST
- - 62"
j
I Ti
24"
VALVE MARKER POST
Y PUBLIC WORKS VALVE BOX, MARKER &OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
ter. MARCH 2010
WATER VALVE BOX
NTS C5.2 NTS
co errs
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
uj
ph 206.596.7115
uj coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
2
! 4�_
11-1/4" BEND 22-1/2' BEND 45' BEND
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FQR 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'
90'
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
1-)
BEND
4'
7.0 42
42
1.7
2.9
2.1
2.1
2.2
1:6
1.6
1.0
6"
13.3 9.4
9.4
3.8
6.7
4.7
4.7
1.9 1 5.0
3.5
3.5
1.4
8"
23 .3 "6,7
16 ?
6.7
11.7
8.4
8.4
3.4 1 8.8
6.3
613
2 3
12"
53.0 3Z5
37.5
15.0
26.5
18.8
I&B
7.5 120.0
14.0
14.0
5.6
AREAS CALCULA. _D ON 300 PSI TESI PRESSURE. S-0- MIN. COVER FOR WAIERMAIN LESS THAN 12".
4'-D" MIN. COVER FOR WATERMAIN 12' OR GREATER.
MAX. HEIGI-- ::- IHRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0'
1RU5T BLOCK BEARING
TEA REFERS TO THE
ICE DF FLOCK MEASURED
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. AL_ BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. B_CCKING 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.
Tt ° CONCRETE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPAh''PMENT VERTICAL BENDS
MARCH 2010
CONCRETE THRUST BLOCKING
NTS
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL, NAD 1983/1991
DATUM
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
E.ARTI, SIZE OF BLOCK TO BE DETERMINED DASED ON TEST
PRESSURE OF WATER LINE .AND SOIL CHARACTERISTICS.
,`�, ,R ,•skCAST
IRON CAP OR PLUG WITH
�.�
2" IPS TAP SHALL BE A
ROCKWELL 482 END CAP
COUPLING.
WATER MAIN
I
2" GALVANIZED IRON PIPE
-
AS REQUIRED.
2" CLOSE NIPPLE
2" 90' ELBOW
2" GALVANIZED
IRON PIPE. 12"
LONG.
PLAN
TWO PIECE CAST IRON VALVE, BOX I
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT.
2" CA_VAN ZE IRON PIPE 12" 1 ONG
VALVE NUT EXTENSION IF REQUIRED
;SEE DWG BR46 / PACE B090)
/ INSTALL 2" 90- ELBOW, SCREWED
-� 2" PLUG, SCREWED
i _- 2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
- ✓ SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
1 STD. PLAN - 340.2
1' Gr
°+ PUBLIC WORKS_ 2" BLOW -OFF
ll1PAP.I'MENT TEMPORARY ASSEMBLY
MAR(.I1 �010
2' BLOW OFF ASSEMBLY
NTS
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
+_ CITY OF
RENTON
Planning/Building/Public Works Dept.
CO
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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EDMONDS AVE NE, RENTON, WA
CITY OF RENTON CML DETAILS
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DATE:
7/29/19 V
FELDBOOK:
PAGE: O
DRAWING NO: J
C5.2 `J
SHEET: OF:
19 35