HomeMy WebLinkAboutzS-3403SetHorizontal Control
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Civil Sheet Index
Basis of Bearing
A Portion of the SE 1/4 of the SE 1/4 of Section 18, Township 23 N, Range 5 E W.M.
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TOP SE FLANGE
E. 1,299,198.120 y
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W 1.0 WATER & SEWER PLAN & PROFILE
RECORD OF SURVEY, RECORDING N0.
FOUND BRASS CAP WITH P
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W 1.1 WATER & SEWER DETAILS &NOTES
RECORDS OF THE KING
Blakey Townhomes
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COUNTY AUDITOR
COUNTY
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Civil Engineer
nd Specifications
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LPD ENGINEERING, PLLC
7936 SEWARD PARK AVE S
FOUND 3' BRASS DISK STAMPED 'KING COUNTY SURVEY
ON THE WEST
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS
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SEATTLE. WA 98118
MONUMENT EN -61 1973' IN SIDEWALK
SIDE OF RAINIER AVE SOUTH. LOCATED NORTH SIDE OF
AND SPECIFICATIONS.
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PH. (206) 725 -1211
FAX. (206) 973 -5344
SOUTHERLY DRIVEWAY TO BUILDING AT 604 RAINIER
'STANDARD
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CONTACT: STEVE HATZENBELER
AVENUE SOUTH. ELEV= 27.867
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
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ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
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3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
_ _ -
SADL ER/ BARNARD & ASSOCIATES, INC.
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
_
3717
W. STEWART
DISTURBANCE.
25 - -
25
PUYALLUP, WA 98371
PH. 253 848 -5170
((253)
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4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING
- ,53.E @'POLYWRAPPED Df W : " ROPOSED GRADE
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FAX. 848 -5246
CONTACT: ERIC ISAACSON
NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
- - (-�C� : AT STATION
EXISTING GRADE
LINE
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OF THE CITY OF RENTON.) R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
AT STATION LINE 124 L F8° PVC SDR35 SS 0 1.07
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WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
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5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
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AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
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LOTS 2 AND 3, BLOCK 1, OF GUNN'S ADDITION TO
RENTON. ACCORDING TO THE PLAT THEREOF
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RECORDED IN VOLUME 17 OF PLATS, PAGE 76, IN
KING COUNTY . WASHINGTON.
TO OBTAIN STREET USE AND ANY OTHER
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Vicinity Map
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
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7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE
10+00 10+50 11+00 11+50
Water and Sewer Profile
Horizontal Control
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CITY OF RENTON SURVEY T
TBM
N. 178,048.990 s
syy B
TOP SE FLANGE
E. 1,299,198.120 y
y N
N
FOUND TACK IN
_ m N 00'16'27' W
Sy P
FOUND BRASS CAP WITH P
PUNCH I
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MARK IN CASTING (12/06/06) I
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ROS 20050606900003)
Call 3 Working Days
Before You DIGI
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1 -800- 424 -5555
• Checked for Compliance to City Standards
• NC700at, 606411/ j I tvl o�
OVER ALL OTHER PLANS. ; ,l -,.- - 7 U &t
B. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS INJ�
PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE='"° I
DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER 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
PIPE SHALL BE THE SAME AS DESCRIBED. -
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11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
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SHALL BE NEATUNE CLIFF WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED
WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
12, DATUM SHALL P'E CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION
OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION. Ex-Fm-
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 3
WITH SECTION 7 -17.3 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE N
TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING m o
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALI BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE. o
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, U
OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE 9 +75
FINISHED GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
LPD ENGINEERING, PLLC
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INSTALL SSMH ON
EX SS MAIN PER CDR
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EX WATER METER TO
BE ABANDONED. REFER
TO DEMO PLAN
185 UTILITY EASEMENT
FOR SEWER AND WATER
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PH: 206.725.1211 FAX: 206.973.5344 NO. REVISION
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CITY OF Blakey Townhomes 08 -02 -07
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RENTON 604 Morris Avenue S
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ED Renton, WA 98055
°"ENp1 DATUM
�" "� Lip ` ,A' 1 •O Planning/Building/Public Works Dept. Water & Sewer Y9 I
APPR P Plan &Profile s `6
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LPD ENGINEERING, PLLC
STA 10 +00
N 9908.83
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SSiIM-I 54 a
STA 10 +10.20, 1 RT r
INSTALL SSMH ON
EX SS MAIN PER CDR
STD DWG 8072
RIM 27.20
IE 21.87 (EX 8° SS)
EX WATER METER TO
BE ABANDONED. REFER
TO DEMO PLAN
185 UTILITY EASEMENT
FOR SEWER AND WATER
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7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.973.5344 NO. REVISION
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SAVE & PROTECT EX
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2% M11 I OW OF 3)
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1. SIZE OF WATER METER & SERVICE LINE TO BE
DETERMINED BY SPRINKLER CONTRACTOR SINCE
EACH UNIT WILL REQUIRE A FIRE SPRINKLER SYSTEM
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E rI 103 Ir = 2 .4s SEWER CONNECTION W/ BUILDING PLUMBING
DESIGN. IE AS NOTED. INSTALL 6 °x4' REDUCER
AT SOUTH EDGE OF SS ESMT -
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PER CDR STD
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PER CDR 8078 W/ 4 "x6"
i REDUCER AT END OF SS STUB
(TYP OF 5)
2' WATER SERVICE CONTRACTOR
TO COORDINATE EXACT LOCATION
WITH PLUMBER (TYP)
SEE NOTE 1
i 18 LF 4" SS
0 2% MIN
4" SIDE SEWER CONNECTION
CONTRACTOR TO COORDINATE
LOCATION WITH PLUMBER (TYP)
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CITY OF Blakey Townhomes 08 -02 -07
o SEH /WP "°°a°°"'
RENTON 604 Morris Avenue S
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ED Renton, WA 98055
°"ENp1 DATUM
�" "� Lip ` ,A' 1 •O Planning/Building/Public Works Dept. Water & Sewer Y9 I
APPR P Plan &Profile s `6
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Unit 1 Unit 2 Unit 3 Ul
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SAVE & PROTECT EX
WATER METER TO REMAIN NotPS
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2% M11 I OW OF 3)
4 Unit 5
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F i...
fllliG = -� i
1. SIZE OF WATER METER & SERVICE LINE TO BE
DETERMINED BY SPRINKLER CONTRACTOR SINCE
EACH UNIT WILL REQUIRE A FIRE SPRINKLER SYSTEM
t r 2. COORDINATE EXACT LOCATION OF EACH 4° SIDE
E rI 103 Ir = 2 .4s SEWER CONNECTION W/ BUILDING PLUMBING
DESIGN. IE AS NOTED. INSTALL 6 °x4' REDUCER
AT SOUTH EDGE OF SS ESMT -
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PER CDR STD
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RIM 27.1
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PER CDR 8078 W/ 4 "x6"
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(TYP OF 5)
2' WATER SERVICE CONTRACTOR
TO COORDINATE EXACT LOCATION
WITH PLUMBER (TYP)
SEE NOTE 1
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4" SIDE SEWER CONNECTION
CONTRACTOR TO COORDINATE
LOCATION WITH PLUMBER (TYP)
SEE NOTE 2
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CITY OF Blakey Townhomes 08 -02 -07
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RENTON 604 Morris Avenue S
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ED Renton, WA 98055
°"ENp1 DATUM
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Permanent 2" Blow-off Assembly 6
Water Main Polypigging Station Vertical Cross
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for Polypigging
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Water Connection Detail Wet
Concrete Blocking
Water Utility Notes and SWfficafions
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF 6. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, 11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH SAFETY YELLOW OR APPROVED EQUAL. CONSTRUCTION.
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL
STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL
DURING CONSTRUCTION. C153YA21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN
SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION 13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR
AN OR FLANGED JOINTS, FIRE HYDRANTS, LATEST MADE TO THE CITY OF RENTON.
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2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON OF ANSI/AWWA CII0/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING REVISION.
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21_-�-94 AND THAT PORTION OF THE FITTING 23. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS,
430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C1 I /'A21.10-87. ACCEPTANCE TESTING IN 14. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC
ADVANCE OF ANY WORK IN THE RIGHT OF WAY. ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI /AWWA C1I0/A21.10-87 SHALL GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE
BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 30 AS TO AVOID DAMAGE OR DISTURBANCE. 7. GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 15. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS' PRIOR 24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE TO DISINFECTION. THE "PC .( PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE
DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST LB/CU. FF. DENSITY FOAM WITH 9GA DUROMEFER URETHANE RUBBER COATING ON THE REAR OF -PIG- ONLY. OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 14, MUELLER COMPANY NO. A2380 OR M & H. AS-BUILT DRAWINGS.
1 6. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM
5. ALL WATERMAN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING THE CLEANING OPERATION. 25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY
OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN ACCEPTANCE PRIOR TO FINAL TIE-IN.
TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 17. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER
BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE 26. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ERIC.) SHALL BE AS MANUFACTURED BY THE
C105/A21.5-93 STANDARDS. THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMErER OF MALE THREAD 4.875 AND ROOT WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC
DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT WORKS DEPARTMENT.
COUNTER CLOCKWISE (LEFT)- EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS &
\E pin SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL
Call 3 Working Days 9. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING PERIOD. MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND
NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN
Before You D161 SUITABLE NEOPRENE GASKErS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 18. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM EXISTING EXPANSION JOINT.
'V*W3042=
CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE
0 10. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 28. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A
L STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR
1-800 424-5555 ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SEr SCREWS 180 DEGREES APART. SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER 19. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5)
GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS
AIRCRAFT CABLE. LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC `12
• Checked for Compliance to City Standards 20. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. PIPE UNDER IMPROVED AREAS. Water Utility Notes and Specifications
UDENGMERM, PLLC As Noted CITY OF Blakey Townhornes 08-02-07
SEH/LJP 604 Morris Avenue S -
7936 SEWARD PARK AVENUE S. ED RENTON Renton, WA 98055
DATUM
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SEATTLE, WASHINGTON 98118 P l Planning/Building/Public Works Dept. Water & Sewer W 1.1
PH: 206.725.1211 FAX: 206.973.5344 NO. REVISION BY DATE APPR - P
u Details & Notes '
6 6
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5-3 " 2 2607
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