HomeMy WebLinkAboutzS-2841SetWATER UTILITY - GENERAL NOTES 11 -1/2' x 17 -1/2' CONCRETE METER E - / ^,NSUNIMPMOETED BOX RIGHT WAY zo _
BOX WITH 3/16" STEEL DIAMOND PLATE
COVER EQUAL TO FOG TITS METER PROPERTY LINE.
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SEAL CO. ID METER BOX. z I PROJECT DATA
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY SIDEWALK Z
APPLICANT/ DEVELOPER J 8. J CONSTRUCTION o
THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 9, - _: -. - 2509 Aberdeen Ave NE
TIMES DURING CONSTRUCTION. 91 L - Renton, WA 98058 O
WATER METER TO BE (465) A
2, THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM SUPPLIED BY THE CITY z "�" CONTACT: JIM JACQUES
TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE , COPPER TUBING TYPE 'K' SOFT rn
TRANSPORTATION DIVISION AT 277.6222. ALL STREET CLOSURES, PARTIAL OR FULL, i zz -vz° �� SURVEYOR JAMES CRONES C)
FORD 2-15W COPPERS OR 5. �J
SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN vH 172 -ISW (FpR 5/B• " 3/ <' METER) ^� <
VH 174 -15W cc OR V METER)
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE CAST IRON OR N O
DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. ENGINEER JAMES E. HAYNES, P.E. o
NOTIFIED 24 HOURS IN ADVANCE. WATERMAIN OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE / 37234 22ND AVE SO z _4
SLACK IN COPPER SERVICE ON OUTLET.
LINE TO METER. ALL PACK -JOINT FITTINGS SHAI.L BE WITH GRIPPER. / FEDERAL WAY, WA 98003 3
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE (208) 661 -8794 P1
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE z
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL.
u" F1000) FORD CI4 -33 OR 44 / TOTAL AREA 0.76 ACRES U
48 HOURS LOCATORS, 1- 800424 -5555. FIDT x COMPRESSION COUPLING
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO zz -vz° 3/4 OR I" GALVANIZED PLUG NUMBER OF LOTS 6
L
AWWA Cl 10 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT -23
DESCRIPTION
'' /. CORNER OF SECT 4 -5 1
LEGAL
MORTAR LINING AND SEAL COATING SHALL CONFORM TO AMA G104 OR LATEST FOR SERVICE FROM EXISTING STEEL WEST
REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE I ASBESTOS CEMENT OR PVC WATER MAINS CITY OF RENTON SURVEY THE NORTH HALF OF THE NORTH HALF OF TRACT 245, m >
INSTALL DOUBLE STRAP SERVICE CLAMP CONTROL MONUMENT FJO. 369
CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE EQUAL TO MUELLER CO. \ C.D. HILMAN'S LAKE WASHINGTON GARDEN OF EDEN
WAY, SR 900) AND WEST OF SR 167 ( EAST VALLEY FREEWAY) OR IN SOILS OF HIGH DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF,
} /i RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN o
RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 3 A I WATER SERVICE DETAIL
KING COUNTY, WASHINGTON
STANDARDS. m �
NO SCALE:
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE ADDRESS v
RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C710/A21.10 -82. 1724 ABERDEEN AVE, N.E.
CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF
RENTON, WA 98056
FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,
THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AW WA C110/A21.10 -82 _ r`I _g9_e 21, 0 52'^ !^ _ ___ _ __ �I N _E 2O1ST N 89° Z0_ , F9 E y '
OR ANSI /AWWA C153/A21.53 -84. 3INCHES TO 12 INCHES DIAMETER FITTINGS WHICH 1325.,6' Y !322.58' _
HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE D
WITH ANSI /AWWA C1 10/A21.10.82 OR A COMBINATION OF ANSI /AWWA C1 10/A21.10.82 Z
AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A W m
MECHANICAL JOINT(S), MAY Be IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 CITY OF RENTON SURVEY
U
CONTROL MONUMENT `,.I 00
AND THE PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN NO. 1839 16
ACCORDANCE WITH ANSI /AWWA C110/A21.10-82. ACCEPTANCE TESTING WITH 91 Z
SECTION 53.53 OF ANSI /AW WA C153IA21 -53 -84 OR WITH SECTION 104.3 OF 0 r p
APJSIIAW WA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND
TRANSMITTED TO THE OWNER. / � �,�� _ 252.42/ N 89°43 4eE m
6A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF
1
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 I I v
REPRESENTATIVE OF THE CITY OF RENTON. c
6B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 I �j
a
PPM (MINIMUM CONCENTRATION) CHLORINENVATER SOLUTION. DRY CALCIUM IE 100 , $VG'S- /'
HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE (REF) 1 I
METERED /INJECTED IN ACCORDANCE WITH SECTION 7 -11.3 (12)E OR 7 -11.3 (12) F OF MIN 9 !
THE STANDARDS SPECIFICATIONS REFERENCED IN 1 ABOVE. - BELOW ) IE 102.5 TIE 104.1 - - lull:,
GRADE' WTR I 7 IE 102.3
SVG I ( 15 SAN SWR 20' PAVED NEW 8 CO
7. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A _ ,,I EASEMENT 5 DET SEE DETAIL
MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. p _ _ � SHEET 2
PRIOR TO SCHEDULING THE PRECON A PERMIT SHEET MUST BE SUPPLIED TO THE WTR MN -
--4-EE=- .�
UTILITY ENGINEER'S OFFICE. TWENTY FOUR HOURS NOTICE WILL BE REQUIRED CONNECT I I I .. 1�
PRIOR TO STARTING NEW CONSTRUCTION. TBD AT I 190 LF 8'�PVC SS
NEW MN --
8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY INSTIL
PERMITS PRIOR TO STARTING CONSTRUCTION. _ _ w
- - - - 6' /SS AF-4 ►ri
9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL - I i TYP 6 PLACES
NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS,
CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF IE 102.3
RENTON. NEW,SSMH 1 WT IE 1025
IE 104.1 z
PROVIDED BY Sy C
10. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF CITY OF 1 + NEW 26' EASEMENT _ D
RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP RENTON I WTR3 / /(�` (r(
PRIVATE ROAD &. - -{ m
CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL W SVG T I MAINTAIN 18' VERT UTILITIES -
PROJECT I z I OD SEPARATION �J
NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR SIT__ I N WT P,- SWR
AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. Z F I j III
,� (TYP)
�{- r ^
11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF q v u Z Z <1 a° IGTl y
J
RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY NE 16� S'Y J Im DI m -U-
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE iL Lw _p O � O
CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS, Z 2 a z ; - 252.41' N 89 °43'42" E Q°
12. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR O Q
TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. I I'- a:
Z
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3 ��
w ' Rs�a. ®Iti
13. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS a p \Q (-
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR n - HYDRANT PORT _ >
EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION.
14. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH NE 12TH �jT I z �- • - °� r Hq y y F_
OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, - -� O ;' / /� r
A Z
PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAYS APPROACHES SHALL I U ! ^
BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING - J
EXPANSION JOINT.
SR; 906
15. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL 1pmAffWVAL
EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF 'oNAL�
-d0 _
RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO I�
BY=
PLACEMENT OF FINAL PATCH, TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT VICINITY MAP'
WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. -
rlo scALE PR
� � ���_ JAMES. E HAYyES PE
16. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE SHALL BE
SCHEDULE 401N UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. 4� Fi EDDEE AND AVENUE SOUTH
) w � FEDERAL WAY, WA 98003
ALL CHEMICAL LINES SHALL BE SCHEDULE 80 PVC PIPE.
' (253) 661 -6794 �
TL._ Sao -Aftl WT,P- 7 -s8W r+n - aw/ : es'u/ / (p - ?bw /A-/ . S'- p3'ft /4 / Elk el" )
ROLL # 167 , t
SCANNED OCT 4 [UUU
SANITARY SEWER UTILITY - GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF
WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M.
TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON
STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA)
AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. 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.
5. A PRECONSTRUCTION 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 REPRESENTATIVE OF
THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS
ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION,
SHALL TAKE PRECEDENCE OVERALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. 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 A LICENSED PROFESSIONAL
SURVEYOR.
11. BACKFILL SHALL 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% 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 BACKFILL OF
THE PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH A
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.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. 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.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
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" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 61NCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
WW10-21 -2601
I
PROPERTY LINE
I
FUTURE
6" BUILDING SEVER PIPE I BUILDING SEVER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
FTEE 7SEWER IDE GUTLET '� PORTION WHITE ANS STENCIL ON SIDE
WORDING 'SEVER' WITH 3" HIGH BLACK LETTERS -
AND q6 WIRE WRAPPED AROUND TF STUD AND
ND BUILDING SEWER w EXTENDED 1 THE TOP OF THE STUD.
0
a
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP Ti- COL- R#"1;. CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BA.JDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D! PIPE AND CE
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
CWSRETE
eLOCxINC
�5
N z �tgp'f_.LR6tF'
Gpa r. MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE _
'6° MIN. ' -_ • -SEWER MAIN
SEWER MAIN
CORCRE:TE BLOCKING ANGLE
OF` TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION -
NOTE.
UNLESS; OTHERWISE SHOWN ON PLAN, SIDE SEVER, SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE - OR3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE SEWER INS T L DETAIL
NO SCALE
ACCE S
RD
i
13� 13✓,
I
lo' 10,
2.Z
\ 4" COMPACTED DEPTH
CL. '13' ASPHALT CONCRETE
—G'COMPACTED DEVYH
I z CRUSHED ROCK-
TYPICAL ROAD SECTION
NO SCALE
RING 8 COVER —\
PER CITY OF 1\
RFNTnN STI7S
Iz°
FIRE
PA C
45 °C'/
1 I..
;ts
PLUG TO BE SCALED
IN5AMC MANNER AS
MAIN -SEWER 301NT5
G" OR 8" CL EANOUT DETAIL
NO SCALE
- o
PRO P
LINE`
ABERDEEN
AVE NE a920'
197.G'
119.5✓ TOP I E 110. ?_
f09.5� NEI.J ROADWAY
- -i SEE DETAIL A6V NEW S" CO
-T SEE DETAIL
CONCRET[
CLA55 3007
NEW SAN.SWR M61-;' 'I
--'190 Lf= 85J Z °o I I
PVG �
E
I 104.2
PROVIDED BY
CITY
SIDE SEWER
SIDE SEWER
LOTS 5 & 6
IE 100' �IE
LOTS 1 92
I00.4
SIDE SEWER
'~
LOTS 3 4 4
SANITARY
SEWER PROFILE
f ,
NOR? I"_-2y
SCALE.
A
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VER T i" = 10'rf6...1
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JAMES E HAYNES PE
3723422 NO AVENUE SOUTH
!Y„ nAly i
FEDERAL WAY, WA 58003
(253) 661 -6794
ROLL # 167
FR 3911,�
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SCANNED OCT 4 2000
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T
WATER UTILITY - GENERAL NOTES
t. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY
THE CITY OF RENTON. 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
TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS IN
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
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 LOCATE CALL
48 HOURS LOCATORS, 1- 800-424.5555.
4. AL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO
AWWA C110 AND C111 OR LATEST REVISION, THICKNESS rLASS 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 INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE
WAY, SR 900) AND WEST OF SR 167 ( EAST VALLEY FREEWAY) OR IN SOILS OF HIGH
RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77
STANDARDS.
5. 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 -82.
CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSUAWWA C104/A21.4.85. IF
FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,
THE FITTINGS SHALT. BE IN ACCORDANCE WITH EITHER ANSUAWWA C110 /A21.10 -62
OR ANSI /AWWA C153/A21.53 -84. 31NCHES TO 12 INCHES DIAMETER FITTINGS WHICH
HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE
WITH ANSI/AWWA Cl 10/A21.10.82 OR A COMBINATION OF ANSI/AWWA Cl 1 O/A21.10.82
AND ANSI/AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A
MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53 -84
AND THE PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN
ACCORDANCE WITH ANSI /AWWAC110IA21.10 -82. ACCEPTANCE TESTING WITH
SECTION 53.53 OF ANSI/AWWA C153/A21.53-64 OR WITH SECTION 104.3 OF
ANSI/AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND
TRANSMITTED TO THE OWNER.
6A. ALL WATER MAINS AND SERVICES SHALL BE PRESSLME 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.
6B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50
PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM
HYPOCHLORITE ;;HALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED /INJECTED II: ACCORDANCE WITH SECTION 7 -11.3 (12)E OR 7 -11.3 (12) F OF
THE STANDARDS SPECIFICATIONS REFERENCED IN 1 ABOVE.
7. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A
MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
PRIOR TO SCHEDULING THE PRECON A PERMIT SHEET MUST BE SUPPLIED TO THE
UTILITY ENGINEER'S OFFICE. TWENTY FOUR HOURS NOTICE WILL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION.
B. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION.
9. 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.
10. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF
11 -112' x 17 -1/2' CONCRETE METER =il�(N UNIMPROVED RIGHT OF WAY
BOX WITH 3/16' STEEL DIAMONp PLATE INSTALL METER BOX AT
COVER EQUAL T❑ FOG TITE METER WI PROPERTY LINE.
SEAL CO. ID METER BOX. &
it SIDEWALK &
U- WA METE" TO BE
SUPPLTER IED E THE CITY
TYPE 'K' SOFT
COPPER TUBING
FORD COPPERSETTEP.
VH 172 -15W FOR 5/8' x 3/4' METER)
VH 174 -ISW FOR I' METER)
CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
DUCTILE IRON LOOP DOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET.
SLACK IN COFFER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. /
LINE TO METER. J
CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE 1S TO BE
THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL
0' FID00) FORD C14 -33 OR 44
FIDT x COMPRESSION COUPLING
zz_I /z° 3/4' OR V GALVANIZED PLUG
L
FOR SERVICE FROM EXISTING STEEL
ASBESTOS CEMENT OR PVC WATER MAINS
INSTALL DOUBLE STRAP SERVICE CLAMP
EQUAL TO MUELLER CO.
j/ &I" WATER SERVICE DETAIL
NO SCALE
_ rl 89° 20 52�E
1325.28
W
CITY OF RENTON SURVEY L !
CONTROL MONUMENT I N CCD
NO ':839 i M
0
2
/
I
I
i
I
I I
IE 100 I SVC
(REF) / I
MIN 9
BELOW
GRADE
I
WTR MN
CONN
TBD ATT I
NEW MN )
INSTL
NEW 55 MH I WT
PROVIDED BY SVC�
CITY OF
RENTON I I W
WEST %CORNER OF SECT 4-23-5
CITY OF RENTON SURVEY
CONTROL MONUMENT NO. 369 i
I
I
20T-B ST 85' ?D'O'E
1322.58'
252.42
IE 102.3
-15 /SAN SWR
EASEMENT
190 LF 8-PVC SS
N 89 °43/42'E
IE 103.fo
20' AVED
HE DET
IE 1023 -z
IE 103,150
PROJECT DATA
APPLICANT/ DEVELOPER J 8 J CONSTRUCTION
2509 Aberdeen Ave NE
Renton, .A /A 98056
(425)
CONTACT: JIM JACQUES
SURVEYOR JAMES CRONES
ENGINEER JAMES E. HAYNES, P.E.
37234 22ND AVE SO
FEDERAL WAY, WA 98003
(206) 661 -6794
TOTAL AREA 0.76 ACRES
NUMBER OF LOTS 6
LEGAL DESCRIPTION
THE NORTH HALF OF THE NORTH HALF OF TRACT 245,
C.D. HILMAN'S LAKE WASHINGTON GARDEN OF EDEN
DIVISION NO. 4, ACCORDING TO THE PLAT i HEREOF,
RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN
KING COUNTY, WASHINGTON
ADDRESS
1724 ABEkDEEN AVE, N.E.
RENTON, WA 98056
S ?4103 s o,r - 8
IE 104A
NEW 8� CO
SEE DETAIL
SHEET 2
TIP f E 110.
104.2
`TYP G PLACES
0
IIE 104.1 z
- NEW 26t EASEMENT
PRIVATE ROAD &
rn
C)
Z
imll
iu1
I p;
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pt
_4 M
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ROLL 173 4 81