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A PORTION OF THE SE 1/40F THE SE 1/40F SEC. 8, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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EX. SSMH
RIM = 255.8.8
7
GRAPHIC SCALE
EX. 6"0 CONCRETE—
SIDE SEWER ±260 LF TO
SSMH 0 INT'X OF
WINDSOR WAY &
WINDSOR PL
EX. 5' WIDE PUBLIC UTILITY EASEMENT,
AS DELINEATED ON THE FACE OF THE
PLAT OF WINDSOR HILLS.
9476700072
EX. 6' CYCLONE FENCE
( IN FEET )
inch = 20 ft
EX. WATER METERS –
EX. MAIL BOXES
EX. ROCKERY -
EX. 8' WIDE PRIVATE INGRESS EGRESS
EASEMENT, RECORDING NO. 3341726.
EX. GAS METER
(TYP.)
EX. POWER METER
(TYP.) —\
BASE:
FOUND %" COPPER PLUG WITH
PUNCH IN 4"x4" CONCRETE
POST, CITY OF RENTON #398
ELEVATION= 285.05
EX. POWER POLE
EX. FIRE HYDRANT
•!�� EX. 16 "0 WATER MAIN
NOSO
EX. WATER VALVE ------ 9 R I I
FOUND 2" BRASS DISC WITH EX. POWER POLE
A. PUNCH IN 4"x4" CONCRETE, W/LIGHT & STOP SIGN
\ � � STAMPED ITS #11691 I
WV EX. WATER VALVE
F'D
Double Ye12°W I SEE SANTARY SEWER NOTES
^� f Pc„tJJ ON THIS SHEET.
Asphalt n I
SITE N0. 1:
I \ 7 FOUND 2 " BRASS DISC WITH
Building'
9476700105
EX. SEWER EASEMENT, RECORDING
N0, 3341724. AFFECTS 5' WIDE AREA
ABOUT LINE AS CONSTRUCTED.
EX. SSCO, 6 "6 GATE -
LOCATION ESTIMATED
PER AS -BUILT RECORDS,
INSTALL NEW 6 "0 SSCO 36" MAPLE TWIN
ASSUMED IE± 228.43 ,
EX. POWER POLE
W /ANCHOR &
TRANSFORMER
111NZ)S0R
EX. 4' HOG
ORE FENCE
�° _ R
5' \
H /LL S W14R/(
•Concret �' \
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Existing House
7.058
so ft
F= 232
Cpncrete.
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® 18/W
\2,1 sqft. L
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/ \ PROP/OSI..
& FF 1ST
FF/2ND
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PUNCH IN 4"x4" CONCRETE,
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APPROVED
STAMPED LS #11691
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ELEVATION= 251.88
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— FOUND TACK IN LEAD WITH
O B DATE
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WASHER STAMPED °11691" (TYP.)
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'.PROPOSED 10' WIDE PRIVATE
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SANITARY SEWER EASEMENT,
FROM LOT 1 TO LOT 2.
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65 LF 6 "4 PVC 0 2.0%
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SSCO $1, 6"0
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RIM= 232.80
A, - • E3 I
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A PORTION OF THE SE 1/40F THE SE 1/40F SEC. 8, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
��
EX. SSMH
RIM = 255.8.8
7
GRAPHIC SCALE
EX. 6"0 CONCRETE—
SIDE SEWER ±260 LF TO
SSMH 0 INT'X OF
WINDSOR WAY &
WINDSOR PL
EX. 5' WIDE PUBLIC UTILITY EASEMENT,
AS DELINEATED ON THE FACE OF THE
PLAT OF WINDSOR HILLS.
9476700072
EX. 6' CYCLONE FENCE
( IN FEET )
inch = 20 ft
EX. WATER METERS –
EX. MAIL BOXES
EX. ROCKERY -
EX. 8' WIDE PRIVATE INGRESS EGRESS
EASEMENT, RECORDING NO. 3341726.
EX. GAS METER
(TYP.)
EX. POWER METER
(TYP.) —\
BASE:
FOUND %" COPPER PLUG WITH
PUNCH IN 4"x4" CONCRETE
POST, CITY OF RENTON #398
ELEVATION= 285.05
EX. POWER POLE
EX. FIRE HYDRANT
•!�� EX. 16 "0 WATER MAIN
NOSO
EX. WATER VALVE ------ 9 R I I
FOUND 2" BRASS DISC WITH EX. POWER POLE
A. PUNCH IN 4"x4" CONCRETE, W/LIGHT & STOP SIGN
\ � � STAMPED ITS #11691 I
WV EX. WATER VALVE
F'D
Double Ye12°W I SEE SANTARY SEWER NOTES
^� f Pc„tJJ ON THIS SHEET.
Asphalt n I
SITE N0. 1:
I \ 7 FOUND 2 " BRASS DISC WITH
Building'
9476700105
EX. SEWER EASEMENT, RECORDING
N0, 3341724. AFFECTS 5' WIDE AREA
ABOUT LINE AS CONSTRUCTED.
EX. SSCO, 6 "6 GATE -
LOCATION ESTIMATED
PER AS -BUILT RECORDS,
INSTALL NEW 6 "0 SSCO 36" MAPLE TWIN
ASSUMED IE± 228.43 ,
EX. POWER POLE
W /ANCHOR &
TRANSFORMER
111NZ)S0R
EX. 4' HOG
ORE FENCE
�° _ R
5' \
H /LL S W14R/(
•Concret �' \
v
I
Co cre Waii<\ � \
Existing House
7.058
so ft
F= 232
Cpncrete.
T . Ste � `5/'�.��
® 18/W
\2,1 sqft. L
1\y / 111
/ \ PROP/OSI..
& FF 1ST
FF/2ND
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PUNCH IN 4"x4" CONCRETE,
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APPROVED
STAMPED LS #11691
y f
ELEVATION= 251.88
°z
, Asph It
�\
— FOUND TACK IN LEAD WITH
O B DATE
)\
WASHER STAMPED °11691" (TYP.)
I
rI
'.PROPOSED 10' WIDE PRIVATE
.a
SANITARY SEWER EASEMENT,
FROM LOT 1 TO LOT 2.
V I
65 LF 6 "4 PVC 0 2.0%
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SSCO $1, 6"0
\\
RIM= 232.80
A, - • E3 I
IEt 229.73
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5 LF 6 "4 PVC 0 2.0%
ASSUMED IEt 229.83
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I CONTRACTOR TO VARIFY LOCATION OF
16" MAIN LINE PRIOR TO CONSTRUCTION.
• 1 I NEW Y"0 DOMESTIC WATER SERVICE
j ( W/METER. SEE STANDARD DETAIL
B106, SHEET C -7. RECORDS INDICATE
i + 30. - A PRESSURE REDUCING VALVE VALE BE
j REQUIRED.
II I
(, ( EX. SSMH #2
EX. 6' CYCLONE J - i RIM = 250.26
FENCE " j
EX. POWER POLE - SITE N0. 2:
W /ANCHOR FOUND Yz" BRASS PLUG NTH
EX. CB #1 TYPE i PUNCH IN 4 "0" CONCRETE POST.
9476200730 RIM= 249.27 CITY OF RENTON #612
IE= 248.07 6 "6 OUT (SW) ELEVATION= 260.07
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
SANITARY SEWER NOTES:
1. CITY OF RENTON AS -BUILT SANITARY SEWER RECORDS
INDICATE AN EXISTING 6 "0 SERVICE LINE TERMINATES AT A
CLEANOUT (LAMP HOLE) IN THE NORTHWEST CORNER OF THE
PROJECT PARCEL. AT PRESENT THE EXACT LOCATION AND
INVERT ELEVATION OF THE TERMINATION POINT ARE UNKNOWN.
2. THE CONTRACTOR SHALL POTHOLE, LOCATE THE VERTICAL AND
HORIZINTAL LOCATION OF THE LAMP HOLE AND PROVIDE THE
INFORMATION NEEDED TO DETERMINE IF THE FINISHED FLOOR
ELEVATION HAS TO BE ADJUSTED TO MEET GRANTY SERVICE
MINIMUM SLOPE REQUIREMENTS TO THE CIVIL ENGINEER PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR SHALL SUBMIT AN APPLICATION FOR THE
DUAL SIDE SEWER SERVICE PERMIT WITH THE CITY OF RENTON
PRIOR TO INSTALLATION. THE DESIGN INCORPORATING THE
DUAL SIDE SEWER PERMIT AS SHOWN IN THE PLANS HAS
BEEN APPROVED BY THE CITY OF RENTON WITH THE
APPROVAL OF THE SHORT PLAT ENGINEERING DOCUMENTS.
VERTICAL DATUM:
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AS
ESTABLISHED BY CITY OF RENTON.
BENCHMARK:
BASE: CITY OF RENTON VERTICAL CONTROL POINT 398.
FOUND W COPPER PLUG WITH PUNCH IN 4 "x4" CONCRETE
POST AT EDMONDS AVE NE AND IN FRONT OF HOUSE NO. 801
ELEVATION = 285.05
SITE NO. 1: FOUND 2" BRASS DISC NTH PUNCH IN 4 "x 4"
CONCRETE POST AT EDMONDS AVE NE AND WINDSOR PL NE.
ELEVATION = 251.88
SITE NO. 2: CITY OF RENTON VERTICAL CONTROL POINT 612,
FOUND N' BRASS PLUG DISC WITH PUNCH IN 4'x 4" CONCRETE
POST ON EDMONDS AVE NE, MORE OR LESS 75' NORTH OF NE
4TH STREET AND EDMONDS AVE NE.
ELEVATION = 260.01
t" V11f 110
WA ENS t PROJECT I MSEMENT
h45 SOOM 375TH ST M Bus' (253) 225 -45M
FEDERAL WAY, WA SW03 eso5red10.nmcastnel
CALL 48 HOURS CITY OF RENTON
BEFORE YOU DIG DEPARTMENT OF PUBLIC WORKS
1 -800- 424 -5555 ELTING SHORT PLAT
SANITARY SEWER & WATER SERVICE
PLAN
DESIGNED: MJC DATE: 07/08/10 FILE NAME: 07115 -01
DRAWN: MJC
CHECKED: BAS SCALE: 1" = 20' FIELD BOOK: PAGE:
NO. REVISION BY APPR. APPROVED: ...... or rn,auc waves SHEET: C -6 OF:
Cb "fTt- 356401 5- 356.40/ (���
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APPROVED
°z
O B DATE
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I CONTRACTOR TO VARIFY LOCATION OF
16" MAIN LINE PRIOR TO CONSTRUCTION.
• 1 I NEW Y"0 DOMESTIC WATER SERVICE
j ( W/METER. SEE STANDARD DETAIL
B106, SHEET C -7. RECORDS INDICATE
i + 30. - A PRESSURE REDUCING VALVE VALE BE
j REQUIRED.
II I
(, ( EX. SSMH #2
EX. 6' CYCLONE J - i RIM = 250.26
FENCE " j
EX. POWER POLE - SITE N0. 2:
W /ANCHOR FOUND Yz" BRASS PLUG NTH
EX. CB #1 TYPE i PUNCH IN 4 "0" CONCRETE POST.
9476200730 RIM= 249.27 CITY OF RENTON #612
IE= 248.07 6 "6 OUT (SW) ELEVATION= 260.07
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
SANITARY SEWER NOTES:
1. CITY OF RENTON AS -BUILT SANITARY SEWER RECORDS
INDICATE AN EXISTING 6 "0 SERVICE LINE TERMINATES AT A
CLEANOUT (LAMP HOLE) IN THE NORTHWEST CORNER OF THE
PROJECT PARCEL. AT PRESENT THE EXACT LOCATION AND
INVERT ELEVATION OF THE TERMINATION POINT ARE UNKNOWN.
2. THE CONTRACTOR SHALL POTHOLE, LOCATE THE VERTICAL AND
HORIZINTAL LOCATION OF THE LAMP HOLE AND PROVIDE THE
INFORMATION NEEDED TO DETERMINE IF THE FINISHED FLOOR
ELEVATION HAS TO BE ADJUSTED TO MEET GRANTY SERVICE
MINIMUM SLOPE REQUIREMENTS TO THE CIVIL ENGINEER PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR SHALL SUBMIT AN APPLICATION FOR THE
DUAL SIDE SEWER SERVICE PERMIT WITH THE CITY OF RENTON
PRIOR TO INSTALLATION. THE DESIGN INCORPORATING THE
DUAL SIDE SEWER PERMIT AS SHOWN IN THE PLANS HAS
BEEN APPROVED BY THE CITY OF RENTON WITH THE
APPROVAL OF THE SHORT PLAT ENGINEERING DOCUMENTS.
VERTICAL DATUM:
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AS
ESTABLISHED BY CITY OF RENTON.
BENCHMARK:
BASE: CITY OF RENTON VERTICAL CONTROL POINT 398.
FOUND W COPPER PLUG WITH PUNCH IN 4 "x4" CONCRETE
POST AT EDMONDS AVE NE AND IN FRONT OF HOUSE NO. 801
ELEVATION = 285.05
SITE NO. 1: FOUND 2" BRASS DISC NTH PUNCH IN 4 "x 4"
CONCRETE POST AT EDMONDS AVE NE AND WINDSOR PL NE.
ELEVATION = 251.88
SITE NO. 2: CITY OF RENTON VERTICAL CONTROL POINT 612,
FOUND N' BRASS PLUG DISC WITH PUNCH IN 4'x 4" CONCRETE
POST ON EDMONDS AVE NE, MORE OR LESS 75' NORTH OF NE
4TH STREET AND EDMONDS AVE NE.
ELEVATION = 260.01
t" V11f 110
WA ENS t PROJECT I MSEMENT
h45 SOOM 375TH ST M Bus' (253) 225 -45M
FEDERAL WAY, WA SW03 eso5red10.nmcastnel
CALL 48 HOURS CITY OF RENTON
BEFORE YOU DIG DEPARTMENT OF PUBLIC WORKS
1 -800- 424 -5555 ELTING SHORT PLAT
SANITARY SEWER & WATER SERVICE
PLAN
DESIGNED: MJC DATE: 07/08/10 FILE NAME: 07115 -01
DRAWN: MJC
CHECKED: BAS SCALE: 1" = 20' FIELD BOOK: PAGE:
NO. REVISION BY APPR. APPROVED: ...... or rn,auc waves SHEET: C -6 OF:
Cb "fTt- 356401 5- 356.40/ (���
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DIRECTOR OF PUBLIC WORKS
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1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
CITY OF RENTON 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 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. 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
H
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.
6. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON
PLANS AND IN ACCORDANCE WITH C110 ANSI AWWA 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 JOINT (S)
j ( )
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.
7. 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.
8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE
OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -8 WITH A 6 INCH MECHANICAL JOINT
( E) C 0 5 1 E
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).
9. 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.
10. THE 4 INCH PUMPER N OZZLE SHALL B E FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X
5 INCH STORZ. STORZ ADAP TE R 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.
11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER
43 -655 SAFETY YELLOW OR APPROVED EQUAL.
12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS,
LATEST REVISION.
14. 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.
15. 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.
16. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL
PERFORM THE CLEANING OPERATION.
17. ALL WATERMAINS E MAINS 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.
18. 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.
19. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE
(5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
20. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION.
22. 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.
23. 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.
24. 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.
25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE -IN.
26. 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.
27. 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.
28. 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.
29. 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.
1. ALL WORK W MATERIAL SHALL AND WORK RIAL A E LL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON 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 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 PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC 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.
4. 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 PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN 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 S H ALL BE PLACED EQUALLY ON BOTH
SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE 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.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL
BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE
APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE
NEATLINE CUT 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 BE CITY OF RENTON, 1988 NAVD.
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.
14. ALL PIPE AND APPURTENANCES SHALL BE AI
L D ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSD'OT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF
RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL,
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034 SDR 35 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 FINISHED GRADE OR MUST HAVE MINIMUM 2 DIAMETER CONCRETE RING POURED AT
GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
13 "x24" PLASTIC METER 9OX EQUAL TO W]D -STATES FLASTIC,
INC. BCF SEPIES N1,S8CF 1424-18 WITH THICK L:uCTILE
IRON DIAMOND PLATE I V" R. EQJAL TO #"III; - STATES PLASTICS,,
IN{:. hr45t R; °_ -1 32 t -R WITH READER LID AI`!FJ 5j8°" f??=1iLEi
HOLE FOR T{: ,1, HRE.AD PIT LII (SEE DETAIL " -A) - -
+. n
L.
.I
2-• MAX
FINISH GRADE
CITY F.RiVATE
M3 r r
II ,
uwIM F 0 EG - ,GHT OF Wf
INAY INSTALL METER BOX AT �
PROPER'l Y LINE WITH 12"
w• LON 1`07PER T"iILDIEC:E. w
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it
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I• SUPPLIED BY THE Y:,
3G-" m" [N .,,.,,BEY , i I ("I TY w
y r
TYPE K"" SOFT :_ r
COPPER LJBIN
2
r - -
i
--
- _ --_-
1� r
IRON
WATERMAIN
f IF SER'';ICE LINE TO HOUSE IS :if4" OR 4"
' TO BE INSTALLED IN THE FOTJPE
LL' ?.N17Ei.
INSTALL FORD C14-33 3 €}R 4,4_ FI11 LI,Ir:
r
L l7r
DOWN TO CENTEFL"' E
OF WAR MAIN TO �f I"DE f�
SLACK IN LO :PPER !:ER VICE f __:_
LINE TO, METED_ RERSETTER FOR .518 i ; = "A° !DETER; FORD
BH72- 1151N-44 33C, OR Mc-DONALD BRAS L' r_,5IK -0 3�5, OR
MUELLER; .3,'4 -8 2474 -2 WITH ANGLE SALL VALVE ON INLET ArdL:'
SINGLE CHEt;K 'VALVE ON OUTLET
CORFONATION .,TAI-', F .1, TAI'EREO THREAD r OPPERSETTER FOR 1" METER: FORS '. +I3HE1 -15 44 -�4h Of
QUICK JOINT �v cDONAL? F3RAFS. 21-=I15%1VCOO 11, O tylUELLER: II- 2`I7C-2
. �4" FSGt >v OR AY 41 "CD, )NALD 470"; I'?TH INLET AND OUTLET KITH =ACK ,:DINT ', °,KITH G <?iPPEk
1
F,fAO -4 -0) C:I: AY a1ti.L'tO *.;r;L1 ¢7010 PADLOCK dulNG:, ON INLET P.1413LE kr,LL •dnLt•E AND SINGLE CHECK
UVE ON OJITLET. ALL " PACK-JOINT FITTINGS SHALL ;'<E %NITH
QUICK JOINT,
NOTE
ALL METER BOXES INSTALLED WITHIN CONCRETE F PAVED DRIVEWAYS c.:
LL ICE
� J Y F NSI�N CAST-IRON EQUAL TC tLY I y F, G I T. VJSH ,E INSTALLED ON
JOTH SIDES OF METER :3L ?x.
'",
L"R1LL 1-5/8" 11A,. HOLE FOR AVR
F ,AUTOMATIC `,PETER RE Dt TOUCHREAri DEVICE
I
L=
2 1 -12" MIN FRO" NEAREST
AND FRONT EDGE OF PIT LID
\4
MJ C
= TYPICAL RIB
DATE.
I�
II
N ( TE:
THE :CENTER OF THE HOLE t. U T BE AT LEAST FROM
NDEF:NE TH .RIBS UNLESS THE RIB "PACIit'Z ALLOWS THE
N10T TO, TIGHTEN AGAINST THE )PEN' SIDE OF N40RE THAN
ONE P -2.
:3i''4" & C WATER SERVICE
ADOPTED
CITY OF RENTON
+
r
STANWARD PLANS
LST DATE: 0,4/04
%A`JtE: B1,06 SP PAGE: 3I (Did;
[ us
IIYV�
BASE: CITY OF RENTON VERTICAL CONTROL POINT 398.,
FOUND % COPPER PLUG WITH PUNCH IN 4x4 CONCRET
POST AT EDMONDS AVE NE AND IN FRONT OF HOUSE N 801.
ELEVATION = 285.05
SITE NO. 1: FOUND 2" BRASS DISC WITH PUNCH IN 4" � 4"
CONCRETE POST AT EDMONDS AVE NE AND WINDSOR PL; NE.
ELEVATION = 251.88
SITE NO. 2: CITY OF RENTON VERTICAL CONTROL POINJ 612.
FOUND Y2" BRASS PLUG DISC WITH PUNCH IN 4'x 4" CO CRETE
POST ON EDMONDS AVE NE, MORE OR LESS 75 NORTH OF NE
4TH STREET AND EDMONDS AVE NE.
ELEVATION = 260.01
REVISION
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
CITY OF RENTON
{DEPARTMENT OF PUBLIC WORKS
ELTING SHORT PLAT
SANITARY SEWER & WATER
NOTES & DETAILS
D ESIG IED:
MJ C
DATE.
07/08/10
FILE NAME. 07115 C1
FIELD BOOK: PAGE:
SHEET: C -7 OF: 7
DRAW! 1,: MJC
SCALE: AS SHOWN
CHECK''D: BAS
BY
APPR.
APPROVED:
DIRECTOR OF PUBLIC WORKS
:.
y� �"�,� � xYr,
^� arm
1315 6 40X
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