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WATER PIAN GENERAL NOTES SWndafd%anlim300
L ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH. THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE TOB SITE WHENEVER CONSTRUCTION
SIN PROGRESS. A PRE4MUSTRUCTION CONFERENCE SHALL BE HELD PRIORTO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARYPERMITS PRIORTO CONSTRUC XRL
2. ALL EXISTING UTILITIES SMALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS 07HERWISE NOTED. THE CONTRACTOR. SHALL
CALL 1-800-42ASSSS TO VERIFY UTILITY LOCATIONS BEFORE. BEGINNING, EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING. BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SPIE
A ALL WATER. MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AW WA C 151 AND C
104" PIPEJOINTS SHALL BE PUSH -ON OR MECRANICALJOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL. BE CLASS 250 AS
PER ANWAW WA CSS0/A2L1O-82" ALL DUCTILE IRON PIPE AND FITTINGS .SHALLBE WRAPPED WITH R-MIL81AMTUBE-7YPE,
POLYETHYLENE PLASTIC PER AW WA= STANDARDS.
S. MINIMUM COVER FROM TTP OF WATER MAINS TO FINISHED GRADE SHALL BE:36INCHES FOR PIPE DIAMETER OF LNNCHOR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 124NCH AND LARGER. MAXIMUM COVER.FOR ALLWATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIORTOCONSTRUCTION. WHERE UTILITYCONFUCTSOCCUR,
THE PROFILE OF THE WATER MAW SHALL BEADJUSTEDAS NECESSARYTO CLEAR CONFLICPSANDTOPROVIDE MINIMUM COVER
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'SSPECB7CATION FOR SCEOF PIPE USED. ALLTRENCH
RACIMU SHAD. BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTORTEST
METHOD (MDD) IN ROADWAYS, ROADWAYSHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALLBE 9S MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SMALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH aTYDF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALLVERECALAND HORIIANTALBENDS, FI TINGS
AND BASE OF HYDRANTS. MEGA-LUGS(OR SIMILAR PRODUCT) MAYBE REQUIRED ONALLME[RANICALJOWTS.INADDNIONTO
7. ALL NEW WATER MAW PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUNTHROUGHTHEM PRIORTO BEING FLUSHED,
DSINFECTED,ANDTESTED. CLEANING, PRESSURE AND PURIIYTESTING SHALL BE DONE IN THE PRESENCE OFAND UNDER THE
SUPERVISION OF A COYOF RENTON UTILITY INSPECTOR" THE CONTRACTOR SHALL SUPPLY, INSTALLAND REMOVE PLUGS,
CORPORATION STOPS, BIAW-OFFASSEMBUES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITYACCEPTANCE..No
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVETOAN EXISTING MAW UNTIL
THE NEW PIPING HAS BEEN FOAM44GGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESWREAND PURITY TOTING..
8. NEW WATER MAWS INCLUDING SERVICE LATERALS SHALL BE TESTED ATA STATICPRESSURE OF I%PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OPS PSI PRESSURE DROP DURING
THE ENTIRETEST PERIOD. UPON SARSFACTORYCOMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, RUSHED,
AND THEN WATER SAMPLES. SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9• THE CONTRACTOR SHALL NOTIFYTHE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST IO WORKMK
DAYS PRIORTO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARYADAPTORSAND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FORTHE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATERSYSIEM• THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPIETESURFACE RESTORATION,
PUBIJC WORKS •FLAN - 300"0
DEPARTMENT WATER WAN GENERAL NOTES.
MARCH 2010
FRE SYSTEM NOTES:
1. A FIRE SPRINKLER SYSTEM IS REQUIRED FOR EACH TOWN HOME UNIT AND SHALL
BE A ROW THROUGH SYSTEM. A DCVA IS REQUIRED FOR EACH WATER METER
WHEN THE BUILDING HEIGHT IS 3 STORIES AND/OR HAS PLUMBING OVER 30 FEET
ABOVE THE WATER MAIN.
2. SEPARATE PUNS WILL BE REQUIRED FOR THE FIRE SPRINKLER SYSTEM.
3. FIRE SYSTEM TO BE DESIGN BUILD AND APPROVED BY THE CITY PRIOR TO
CONSTRUCTION.
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WOH THE STANDARDS AND : co : °D o w ' a : m cW.> - `�" is cWi-' "�' w w w To v w 1v v a
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST+ ^ a H'' - a iSY W a a W
Y A�20 NWN WW WV'�W I(JN IN ^wN NW WW 'MNJN OlUr4
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. " LS m o'a m N - F z N N ��' `� N o E" `. "i N ri `� N
Z_ 3.m Md.06 F0F wf Wd. (n tO Wd.N I� Wwd.N Nd.N <{y LL
Obi 12m�- mm O�~OZ YFN ONO' OFN ONO OF -N '--O' ±1-N +>00
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS ' 30, , , + i o �...: <3 a 3 4 °x°.w 4 3 ^ .4 7 w 4 3 ^ .4 °x° 4+ a w m W 3 o a W � o 30
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE "' �� in N m G W y : $ N m Ci W uWi Ci W n• N m W vW', W h: N m N W li m
N -a �a
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY 4 0i
OF RENTON STANDARD SPECIFICATIONS. 98
8
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND R SHALL BE 3' COVER :
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION .2rOO..... ... ......... ...:... .. T77'25
SO AS TO AVOID DAMAGE OR DISTURBANCE LF� PPED Of W'. " 'PROPOSED GRADE
-1 AT STATION LINE :
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED EXISTING GRADE : :
PRIOR TO STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S AT STATION LINE : 124 LF 8' PVC C-900 SS 0 1.020
% (PRIVATE) :
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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE : 0 10 20 40
PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF B.ACKFIWNG ALL
CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES Scale 1'-29: H 1'-5'V: : 1
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE ...... ............... ...... ...... ....... ......... ' ..... ...... ....... .
CONSTRUCTION SITE. S 3rd St 10+00 IDM 1Hm *m
6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE - - Ex 08 Water an Sewer Profile
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ; CITY OF RMON. SURVEY RIM 1697
N 178C MON N0. 1140
N 178 LVB 990 Ex HA
7 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SWUl Q E1099198120 L J '-EK CB
3
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TAKE PRECEDENCE OVER ALL OTHER PLANS.
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31587'
S 6th St
8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
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CONSTRUCTION IS IN PROGRESS.
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9.
THE CONTRACTOR SWILL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
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DRAWING OF THE SANITARY SEWER SYSTEM, WHICH WAS BEEN STAMPED AND
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MARK IN CASRN6 (17/06/06)
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
017Y OF RENTON SURWYWITH
A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
CONTR01 MDI✓ NO 1898 IE 1�
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
N 1,`6J678J8 Il(.
E. 1,299.159.285
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THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
OVER THE PIPE SHALL BE THE SAME AS DESCRIBED.
• /E 6' PW S = 24.34
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
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0
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
.
Ex THl
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IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY
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AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
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PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
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STANDARDS.
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12.
DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN.
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ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SIE
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14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
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FOUNDATION IN ACCORDANCE WITH SECTION 7-133 OF THE CURRENT STATE OF
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WOH THE STANDARDS AND : co : °D o w ' a : m cW.> - `�" is cWi-' "�' w w w To v w 1v v a
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST+ ^ a H'' - a iSY W a a W
Y A�20 NWN WW WV'�W I(JN IN ^wN NW WW 'MNJN OlUr4
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. " LS m o'a m N - F z N N ��' `� N o E" `. "i N ri `� N
Z_ 3.m Md.06 F0F wf Wd. (n tO Wd.N I� Wwd.N Nd.N <{y LL
Obi 12m�- mm O�~OZ YFN ONO' OFN ONO OF -N '--O' ±1-N +>00
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS ' 30, , , + i o �...: <3 a 3 4 °x°.w 4 3 ^ .4 7 w 4 3 ^ .4 °x° 4+ a w m W 3 o a W � o 30
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE "' �� in N m G W y : $ N m Ci W uWi Ci W n• N m W vW', W h: N m N W li m
N -a �a
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY 4 0i
OF RENTON STANDARD SPECIFICATIONS. 98
8
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND R SHALL BE 3' COVER :
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION .2rOO..... ... ......... ...:... .. T77'25
SO AS TO AVOID DAMAGE OR DISTURBANCE LF� PPED Of W'. " 'PROPOSED GRADE
-1 AT STATION LINE :
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED EXISTING GRADE : :
PRIOR TO STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S AT STATION LINE : 124 LF 8' PVC C-900 SS 0 1.020
% (PRIVATE) :
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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE : 0 10 20 40
PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF B.ACKFIWNG ALL
CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES Scale 1'-29: H 1'-5'V: : 1
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE ...... ............... ...... ...... ....... ......... ' ..... ...... ....... .
CONSTRUCTION SITE. S 3rd St 10+00 IDM 1Hm *m
6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE - - Ex 08 Water an Sewer Profile
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ; CITY OF RMON. SURVEY RIM 1697
N 178C MON N0. 1140
N 178 LVB 990 Ex HA
7 PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SWUl Q E1099198120 L J '-EK CB
A
3
0
TAKE PRECEDENCE OVER ALL OTHER PLANS.
N
31587'
S 6th St
8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
V
= 21.68
sl
CONSTRUCTION IS IN PROGRESS.
'y 1
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to
9.
THE CONTRACTOR SWILL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
T��
LLI
DRAWING OF THE SANITARY SEWER SYSTEM, WHICH WAS BEEN STAMPED AND
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SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
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= 11.16
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SURVEYOR'
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FOUND BRASS CAP WITH PUNCT/
MARK IN CASRN6 (17/06/06)
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
017Y OF RENTON SURWYWITH
A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
CONTR01 MDI✓ NO 1898 IE 1�
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
N 1,`6J678J8 Il(.
E. 1,299.159.285
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
L J
/E 12" 0WhNW = 2339
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
OVER THE PIPE SHALL BE THE SAME AS DESCRIBED.
• /E 6' PW S = 24.34
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ff
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ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW
Ex THl
m
IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY
m
AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
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PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
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STANDARDS.
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12.
DATUM SHALL BE 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 -SIE
EROSION AFTER THE COMPLETION OF CONSTRUCTION.
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
0S2 mW
FOUNDATION IN ACCORDANCE WITH SECTION 7-133 OF THE CURRENT STATE OF
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WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL I
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE I
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE STA 10+00
WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING N 9908.83 WmEE
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE E 4684.53 { KI03
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED STA 10+10.20, 1' RT
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE INSTALL SSMH ON
APPROVED BY THE WASTEWATER UTILITY. IX SS MAIN PER COR
STD DWG 400.2
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 RIM 27.20
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL IE 21.87 (EX 8' SS)
DIRECTIONS TO MATCH PAYING. CUT. CO C nhTN Li+b
IX. ATER SERYICE T UTILIZED
FOR IR TION, IZE MERIT TO 1'
PER CRY DS AND INSTALL
1' IRRI PER STD PIAN
340. EE IRRIGATIO LAN FOR
CO NUATION SOW ED
BIAI = 76.90
IAOOER ON 50117H
/E 11"AOS W =2065
IE 12' ADS E = 2252
lE 12- ADS S = 20.94 r i
J
CB
RAM = 1657
lE 12"ADS E = 2257
CITY OF RENTON
BY: RAR/ DATE: 0 1
BY: DATE:
Fr
BY: DATE:
BY: DATE:
/F 17" CNP NW. 5W. SF. NE = 2295
IF 12
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31587'
S 6th St
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WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL I
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE I
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE STA 10+00
WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING N 9908.83 WmEE
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE E 4684.53 { KI03
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED STA 10+10.20, 1' RT
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE INSTALL SSMH ON
APPROVED BY THE WASTEWATER UTILITY. IX SS MAIN PER COR
STD DWG 400.2
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 RIM 27.20
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL IE 21.87 (EX 8' SS)
DIRECTIONS TO MATCH PAYING. CUT. CO C nhTN Li+b
IX. ATER SERYICE T UTILIZED
FOR IR TION, IZE MERIT TO 1'
PER CRY DS AND INSTALL
1' IRRI PER STD PIAN
340. EE IRRIGATIO LAN FOR
CO NUATION SOW ED
BIAI = 76.90
IAOOER ON 50117H
/E 11"AOS W =2065
IE 12' ADS E = 2252
lE 12- ADS S = 20.94 r i
J
CB
RAM = 1657
lE 12"ADS E = 2257
CITY OF RENTON
BY: RAR/ DATE: 0 1
BY: DATE:
Fr
BY: DATE:
BY: DATE:
/F 17" CNP NW. 5W. SF. NE = 2295
IF 12
PE N, E, Y/ = 13+/ -(AS BU/(T) N 89'47'30' E
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31587'
S 6th St
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• /E 6' PW S = 24.34
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119.95'
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WITH PLUMBER (TYP)
SEE NOTE 1
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6' SIDE SEWER CONNECTION /
CONTRACTOR TO COORDINATE
LOCATION WITH PLUMBER (TYP)
SEE NOTE 2
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16'
GRAPHIC SCALE
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SCALE IN FEET
South 7th Street
FOUND BRASS GAP X78/ PUNCH
A44RK 1N CASRX (11/06/06)
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4 REVISED PER CRY COMMENTS KAL -5-14 KAL 1�=20'"�'""'""'°-'°°' CITY OF
Call2 Working Days Before You Dig9476 3 REVISED PER CRY COMMENTS KAL -21-14 KAL m604 MORRIS AVENUE S 12840 81ST AVENUE NE RENTON1-800-424.5555l � Kirkland, Washington 98034 2 REVISED PER CITY COMMENTS KAL 1-14 Ku °""` KAL RENTON, WA 98055
Itlllties Underground Location Centergay (425) 821-5038 FAX (425) 821-5739 1 SUBMITTED TO CLIENT KAL 2-3-13 KAL a� a� DATUM
KAL Planning/Building/Public Works Dept.
(ID,MT,ND,OR,WA) STAMP NOT VALID aor
UNIECC RTCHPD A Nn DATFD NO. REVISION BY DATE APPR KAL WATER & SEWER PLAN & PROFILE .-n 6 W'7
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