HomeMy WebLinkAboutzS-3760SetI
CO)
I
a
CL
a
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.
J0 Y Wg g g g
IP SEWER NOTES: �s 0FJ g N a
r.W
. J 2
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
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
o
->
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
z
N
W
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
fL
= 11.16
.16
SURVEYOR'
O
O
,6,
O
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
J
L J
m
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
0
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
.
Ex THl
m
IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY
W
m
AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
W
22Jlm O
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
W
m
STANDARDS.
TDP SF a
W
W
12.
DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN.
dN0
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SIE
¢¢
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
n
0S2 mW
FOUNDATION IN ACCORDANCE WITH SECTION 7-133 OF THE CURRENT STATE OF
Ja0
WSW
�w
o
¢
v
d
MKO�
10UW� 1p
K
I+W1N
N
m
-W FZ
+ WUG
O.-
m
2
OU
o
IY
fJN
NN�O, ufN�OILN
OQN
-3�,f�iiWN
6WKW
4
i -n
K�d
OQN ONZ O�N ONz
.fn
m
m
J0 Y Wg g g g
IP SEWER NOTES: �s 0FJ g N a
r.W
. J 2
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
o
->
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
N
W
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
fL
= 11.16
.16
SURVEYOR'
O
O
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
0
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
�R/M
22Jlm O
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
o
m
STANDARDS.
TDP SF a
q ON
8017 FH
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
Ja0
WSW
A
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
3
0
J
N
31587'
S 6th St
�
Rl
= 21.68
sl
a m
o
->
to
3
o
z
�o,
T��
LLI
H
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
_
Y
H
31587'
S 6th St
Y
Rl
= 21.68
a m
->
fR ON NORTH
3
o
z
�o,
11
VC E -W, 5
N
W
u
fL
= 11.16
.16
O
O
f
L CB
RIP = 27.04
*
/E 12" 0WhNW = 2339
• /E 6' PW S = 24.34
N 89'4730" E -
119.95'
0
SSM
m
m
�R/M
22Jlm O
m
MUD,
q ON
0 m
m m m
0S2 mW
U"- U.-
Ja0
WSW
�w
JdZ �O JdZ �V
'n
d
MKO�
10UW� 1p
K
I+W1N
N
-W FZ
+ WUG
u, N,n Mg -YY!
AKN
2
IY
fJN
NN�O, ufN�OILN
OQN
-3�,f�iiWN
6WKW
4
i -n
K�d
OQN ONZ O�N ONz
.fn
6'
23.0
IE 23.0(61• E23.5mIE25(61
30� I` ` SAVE ATER&METER TO PROTECT REMAIN
RIM = 16.76
lE 11"ADS W = 23.45
m
5-316001
,y FOUND TACK N4
LFAO IN C4WNG
(12/Os/os�
_ nrt
n
I
2 P
23.
bbm
Lya
3 880
IE 24.6 (61
26 IF 6' SS 0
2% MI (TYP OF 3)
E 4834.49 1
STA 10+30.57, 1' RT
PER COR SID
DWG NO 400.2
RIM 27.1
3 IE 23.11 (6' W)
j7-7.5 LF 6' SS 0 2.0% MIN
PER OOR 8078 W/ 4x6'
o REDUCER AT END OF SS STUB
z (TYP OF 5)
v 2' WATER SERVICE CONTRACTOR
TO COORDINATE EXACT LOCATION I
WITH PLUMBER (TYP)
SEE NOTE 1
18 LF6'SS
0 2% MIN
6' SIDE SEWER CONNECTION /
CONTRACTOR TO COORDINATE
LOCATION WITH PLUMBER (TYP)
SEE NOTE 2
I
16'
GRAPHIC SCALE
20 0 10 20 ,
SCALE IN FEET
South 7th Street
FOUND BRASS GAP X78/ PUNCH
A44RK 1N CASRX (11/06/06)
ka�
Ah�d LITCHFIELD ENGINEERING '"" ` � BLAKEY TOWNHOMES 12-3-13
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
Cbz s/w----a, --�(00-01
0
c
a
E 4z
O
lA
Y
r
0
c
a
O
lA
Y
r
a m
->
N
3
o
z
�o,
3
N
W
u
O
0
c
a
lA
{�
�'o
N
NM
v,
W
u
O
0
c
a
H
CO)
N
3
FTESTING DETAIL
/ I O NEW T,,..WATER FINE
TAPPING IEE (MOOT) VERTICAL CROSS(MUWQ W POLYPICGING
TAPPING GALE AMC(M (R xM2 I -B IND MAAOE ON BOT WN 2' IAP AND 2 PWG
IND 2 -INC G (MJ) WW 2 -INCH FAR I-DLINJ J) PAR ON BOTTOM
AND 2 -INCH DIOW-OFF ASSEMBLY 1-PLDOARY WM 2'TAP h 4" BLOW -CFF
CONCRETE BLCG(ING TEMPORARY BLOCK
Al
FINAL CONNECTOR DETAIL
' \ AFTER ALL CLEANING 9Y P0.YPIG, PRESSURE RESTING
AND NSWFECTON, RELOVE TEMPORAY STOCK h BIOM'-OFF
M'0 CONNECT TO VALVE AN DI, SLEEVE (NJ) & UI. SPOOLS
FINAL CONECTW BY CITY FORGES
NORS:
1. TAPPING TEES SHAH SE MADE CF CAST IRON, DUCTILE IRON OR
EPDIT-CHARD 5 EEL BOILM AND NUM R1AL BE CON -TIER. ALL ZEES
MD YAI.LES SHALL BE WATER TESTED BIRMNE TM
2 NO 4II GIN SM TAPS ON CAST-IRON WATER LINES TAP SHALL BE AT
` NOLEAST WET 2' CAUN £R DIAMETER TRIPSTHEFISTING MAN.
ON ASSERMS CEMENT LORE ON SPIEL ONE
.MFT-IµPWG OF EASTRIG GUY CSI RGTON WATER MAINS WILL BE TOM BY
VEER TM Wt SUPERIOR TARRING INC.
s. CONTRACTOR STALL PDNOL AND 'a, THE HORIZONTAL AND VERNAL
ALTNMENT OF CWRN'G LINE M SNR AND STALL START LAYING NE NEW
LME AT THE SAKE HORIZONTAL AND VRMCAL ALIGNMENT GF THE OUSTING
STUN.
G. CITY FORCES WILL PERFORM THE FNAL CBQECHON FROM THE WATER LINE
N
THE TAPPING VALVE IN OL SLEEK AND BI. SUCCL.
PUBLIC WORKS CONNECTION TO WATER MAIN WITH7' PLAN - 9001
DEPARTMENT TAPPING TEE $ VALVE MARCH 2010
Call 2 Working Days Before You Dig
1-800-424.5555
Utilities Underground Loeation Center
(ID,MT,NDFORFWA)
7'
13'a ' PLASTIC METER SOX EOUAL TO MID -STATES PLASTIC.
INC W OSERIES MSBCF 1324-18 NIP 175' NICK DOODLE
IRON BAMOND PLATE COVER EWA1 LO MID STAINS PLASTCS,
INC MSCRC-1:316 R VON READER LIS AND ]" DRILLED HOLE'
FOR TOUCHREM PIT LID (SEE DETAIL A A) --�
£29" MIN
FINISH GRADE ??" MAX
:SF' NW TEAR, 1o8
22-1/Z
IN UNIMPROVED RIGHT C£
__-N
WAY INSTALL METER BOxAT
zI
I B'
PROPERTY TINE WN 12_
c"
E
LONG COPPER TAILPIECE.
48"
6 MIN.
$I �SIDEWALX
gl
21 1qD
x
TIDE SOFT I =?o
COPPER
P. CUBING.
ERMVIArtRMAIN
IFS BE
S DNF i0 HWS IS
IN BE INSTALLED IN NE NNRE
INSTALL FptO C14-33 OR 44 FlPT
x COMPRESSION COUPLING
L
LOOP DOWN f0 CENTERLINE
UE WART MAIN.
PROVIDE SLACK IN COPPER S4PPERT fi/B 6/9 METER. AFORD
M
SERMON UNE TO METER, V8.72 -15W-44 -33G. 0- MWINNAR BRA55: VJMVS AN INLET
ON
N
MU II FR. G/4 -D -$4]0-R MIX ARGUE BALL VALVE pi INLET AND
BUGLE CHECK VALVE QY OUTLET
CCRRORAl10N STOP WITH BALL VALE. FORD DOPPER5xT1Eft:£GR 1�EIERL FORD VBN)2-15W-M-44G. OR
TAPERED NREAD (CE). QUICK JOINT M60NALU. BRA55: QH-CSWCCQM. OR MUELLER: 1-8-2470-2
(3/4" FROW .3 M OR AY MCOONALO 47C18 SON INLET ANO GULLET WN WICK JOINT. PADLOCK "NGS ON
jY MIMO-4-Q) OR AY MCDONALD 47016 INLET ANI BALL VALVE AND SINGLE OLSON VALVE ON CURET.
ALL FIENDS SMALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTAL.ED-MLLIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-RON EQUAL TO OLYMPIC FOUNDART 'FJ.PANSION JOINTS MUSH BE INSTALLED ON
BON SIDES OF METER FOR
A- A DRILL 2' ODA HOUR FOR AMR (AUTOMATIC
METER READ) TD,
DEVICEII 2-1/2'MIN MIN . FROM NEAREST
- AND EDGE aF PITAUD
i
R0 I
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST V FROM
UNOERNEAN MBS UNLESS THE RIB SPACING ALLOYS THE
NUT TO TIGHTEN AGAINST THE OPEN SDE OF MORE THAN
ONE MD.
t PERU; WORKSWORKS AND 1" WATER SERVICE STD.. PIAN - 920.1
1]f E ART'MGN1'
NOVEMBER $009
NOT TO SCALE
MANHOLE FRAME AND COVER..
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8' MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKEIED JOINTS IN
ACCORDANCE WEI ASIA C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC„
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
A'
I B'
C
D
E
48 MH
48"
6 MIN.
5. MIN.
24 MIN
21 1qD
54 MH
54"
a 'MHN.
55 MIN.
24 MIN
24
60 MH
60"
8 MIN.
6 MIN.
42 MIN.
30
NOTES:
I. .STEPS TO BE POLYPROPYLENE SAFETY STEPS.
CqJ C SA1.0
CY9RAC SP 0 CRAVE
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
I -t/
90
3. CASTING SHALL BE PER STD. PLAN 401.
90
5 OENO 1 /S
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
- I
]3 /3
ew0
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
pr O "fF
OF R.J ¢!a /r
6. ADJUSTMENT OF THE CASTING M GRADE SHALL BE ACCOMPLISHED WTM A COMBINATION OF
GEMS
2" CLOSE NIPPLE
ADJUSTMENT RINGS, BRICICS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BETWEEN CAP OR PLUG
MA,
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHRDED
]
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
pRj.V
IN 10
COATED (SEALED) WTH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR
38
E]
APPROVED EQUAL, .COLOR OF COATING SHALL BE WHILE.
SO 15
_
IS
IS
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PITH ASTM C-443.
1-1/2" AND RETAINED ON 1/4"
MESH
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE .INSIDE DIAMETER OF THE LARGEST .PIPE
B 6
15_
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
1S
USES ARE AS FOLLOWS:
APPROVED EQUAL
fE
VITRIFIED CLAY MAIN - WT IN A NEW SECTION OF SEWER MAIN WITH
11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF G' AND A MAXIMUM OF 12"
4'-0 MW, tLNF LCR rv'AIDNIAN 12- ON .111M.
Nq% NDdT Oi THRUST BLOFM (i T1 - OS " DFP1H CF 1PiNCH
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE
(REFUNDS, OR APPROVED EQUAL).
IN PAVED AREAS, COYER MUST SLOPE IN ALL DIRECTIONS M MATCH PAVING. -
B.
CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WEI
Y
STID• PLAN - 400.1
T L . PUBLIC WORKS
d DEPARTMENT
STANDARD SANITARY MANHOLE
C.
PVC MAIN - CORE -DRILLED PITH A NOMAD SADDLE (OR APPROVED
L I
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS,
SEPTEMBER 2011
DUCTILE IRON MAIN - CC(RE-DRILLED WEN A SCABS SADDLE (OR
APPROVED EQUAL)
E
MANHOLE CONNECTION - ALL M4NECRONS M MANHOLES SHALL BE
B
e LITCHFIELD ENGINEERING
4 REVISED PE
29476 12840 81ST AVENUE NE a REVISED PE
REVISED PE
�A99lOrAA.L l �� Kirkland, Washington 98034
1
V' (425) 821-5038 FAX (425) 821-5739 T suBMrnED
STAMP NOT VALID NO.
UFT POCKET
11-1/4' BEND 22-1/2' BEND- 45' BEND
CAP
TEE 90 .BEND
THRUST NOVA BEMNc MFA IN AWARE FELL (SEE NOTES) FOR LCACWTAL AND DOWNWARD ISHLML POLLS
Stll PPo SIDS q
1. mrr SINN
CqJ C SA1.0
CY9RAC SP 0 CRAVE
90 5 REIN
I -t/
90
45 B NO Til 1/S'
90
5 OENO 1 /S
FRnuC &ND LEE CM -PLUG
- I
]3 /3
ew0
RC G OR PIva
pr O "fF
OF R.J ¢!a /r
GEMS
2" CLOSE NIPPLE
DEND
BETWEEN CAP OR PLUG
MA,
A2
]
1 21
pRj.V
IN 10
113 9.d 94
A'
38
E]
6] f] 1:9
4T
SO 15
_
IS
IS
C .3
1-1/2" AND RETAINED ON 1/4"
MESH
SA
B 6
15_
D 3].5 SIS
1S
USES ARE AS FOLLOWS:
88 10p ].5
fE
VITRIFIED CLAY MAIN - WT IN A NEW SECTION OF SEWER MAIN WITH
AREAS CANLARO W JOB PSI RST RNSRN U-0 WN 1O 1 LIR WA cRMAM. LR THAN 12.
4'-0 MW, tLNF LCR rv'AIDNIAN 12- ON .111M.
Nq% NDdT Oi THRUST BLOFM (i T1 - OS " DFP1H CF 1PiNCH
NIH. HLIW i OF THRUST BLINK (El) - O.D. NPT 4 1.0'
N. NLANN�
;W�
WN. RVI
NOTES.
1, LOCATOR AND 512E U BLOCKING FOR NPC LARWt 1. IS`WAN. AND EOR SDL TYING
tlTTERpT THIN SHORN CH LL SE OEIERMIN S BY 18E ENONEFN.
2 All BLOCKNO 91ALL.a POURED W PLACE AONNST SOMSNRMS, NATNN BRAIN
1 ALL PUOURT MNUS T BLIXX9 SHALL BE BA.M. ATTER NN 1 DAY, PRESSNRE ANDRIS
SHALL OCCUR A`WP PENANKIL HAS REAM M NCNIXAL CCVMMVW S.RENN.
A. ALL MC ANG SCULL BE CONCRER G. S S - R').
s. MUCKNG AGAACT n NN6 STALL BEM ADNNST THE MCAMST FULLNG SURFACE ANA
PCGRKI BUT CHAL NOT COVER ON FNCHWU SULL ENDS .1 GG.15 . UNpS
REVOKABLE ACCESS M MUM CURD GLANDS SAM RE PA NDTD.
PUBLIC WORKS
�n + UEPARTE18N9,
C
CONCRETE BLOCKING FOR
HORIZONTAL AND ENDSDOWNVRD
VERTICAL BENDS
SID. PLAN - 990.2
MARC'If aol0
��
K' - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 Y4 LONG
(BRONZE OR SS.)
)r x 2" RAISED, PADS
6' CONCRETE
TE
CLASS 3000
12 W
14"
1 Y.
11" -
12 W
TV
CAST IRON RING AND COVER
`SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
45'(1/8) BEND
22.
1 8" y1i
L P.e
NA.�
t,P
�O
J�
�O
V' PIPEMATERIAL AS SPECIFIED
V� BY THE ENGINEER
45' (1/8) BEND
NOTES,
1. 8" AND 6" CIEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
N. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000• PAD AROUND THE RING AND COVER
PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT SID. PIAN - 409.1
DEPARTMENT FOR SANITARY SEWER MAINSSEP.EMBER 2011
WATER MAIN
Y' CLOSE NIPPLE
2" 90' ELBOW
CONCRETE BLOCKING
IF ADDITIONAL ADJUSTMENT IS
REWIRED. INSTALL 2-2' CLOSE
NIPPLE AND 2-2' 90' BEND, SCREWED
AT THIS POINTFIELD LOCATE PLASTIC METER
---- _ PLANTER OR CAST IRON BOX
OR CONCRETE AREAS.
.-T--2' CLOSE NIPPLE
2" 90' ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS
TWO PIECE CAST IRON VALVE _
(SEE ONG BR46 / PAGE E
EQUAL OLYMPIC FOUNDRY CO.
C
D
STANDARD 8 -DP SECTION
--6" MAX.
WITH REGULAR BASE SGCTtON
0 -C
y
LENGTH TO FIT
-
_ 3`r
2" RESIDENT SEATED
FUTURE
CARE VALUE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE
n
BETWEEN CAP OR PLUG
0
AND 2" 90' ELBOW
SURFACE CLEANUT PITH TE
IN 3NIGH BI
' LACK LETTERS AND . WIRE
CAST IRON. RING COVER I�
a6
INSTALL 4 MIL POLYETHYLENE
18 MAX.°
PLASTIC COVER OVER WASHED
2925 OR APPROVEDEpUA4 EXTENDED TO THE TDP OF ENE BEUD.
EQUA(
GRAVEL CUT HOLE FOR PIPE
LL
SPECIFY 'SEWER" ON UD,
�CD
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4"
MESH
FOR DRAIN
INSTALIATON)
ELEVATION
UNE r CONCRETE SIDEWALK I
2 1/2" NST (HOSE)
AND 2 1/2' FNST
CAP WITH GASKET
2'x2"x2' TEE AND 2" CAP
2' CLOSE NIPPLE BEWTEEN TEE
AND 90" ELBOW.
2" 90' ELBOW
Y
PUBLIC WORKS 2" BLOW -OFF SSD. PIAN-- 9401
7�
DEPARTMENT PERMANENT ASSEMBLY 3(ARCH 2olO
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN SE'
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
W-316002
q
Z
PROPERTY UNE
C
CP a
T
2
0 -C
y
-O.
m
9 i aHz
FUTURE
8" BUILDING SEVER PIPE
BUILDING SEWER
TEE WTH 6" SIDE OUTLET
n
4" STUO MARKING POST PAINED
6'%6'X6' WYE WHITE WITH THE WORD 'SEWER" STENCILED
0
rcW
SURFACE CLEANUT PITH TE
IN 3NIGH BI
' LACK LETTERS AND . WIRE
CAST IRON. RING COVER I�
a
WRAROUND THE STUD AN
(EAST JORDAN IRON
O
O
2925 OR APPROVEDEpUA4 EXTENDED TO THE TDP OF ENE BEUD.
EQUA(
LL
SPECIFY 'SEWER" ON UD,
SEE SM. PLAN 403.1 FOR
E SIDE SEWEIR A D BUILQBJ SEWER
INSTALIATON)
ACCEPTABLE PROCEDURES FOR EIDE SEWER CDNNECPONS TO MAIN
USES ARE AS FOLLOWS:
A
VITRIFIED CLAY MAIN - WT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPUNGS
(REFUNDS, OR APPROVED EQUAL).
B.
CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WEI
A NEW TEE USING FLEXIBLE COUPLINGS
(EERNM OR APPROMM EQUAL).
C.
PVC MAIN - CORE -DRILLED PITH A NOMAD SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS,
D.
DUCTILE IRON MAIN - CC(RE-DRILLED WEN A SCABS SADDLE (OR
APPROVED EQUAL)
E
MANHOLE CONNECTION - ALL M4NECRONS M MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
SIRUCII SHALL SE CORE -DRILLED,
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
SOU?
1:3;5 MIX- p5
CONCRETE
ONO
BLOCKING
X,�
G� 29. MIN SLOPE
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN SE'
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
W-316002
q
Z
ggz
C
CP a
T
"Z
0 -C
y
I 0
m
9 i aHz
N
I y0
:E
o'F
S=316002
CITY OF RENTON
APPROVED BY' DAIS I 8 O
APPROVED BY' DAIS D
APPROVED BY: DAIS Z
APPROVED BY' DAIS a _ Q
AENrs KAL 9-5-14 KAL DEsoE¢ srxE: NTS IM@IIMI:' w CITY OF BLAKEY TOWNHOMES X12-3-13
LENTS KAL 7-21-1 KAL KAT- L 604 MORRIS AVENUE S
IENTS KAL 4-1-14 KAL KAL -'� RENTON RENTON WA 98055 M�
KAL" DATUM planning/Building/Public Works Dept. wuwe Lc
KAL 2-3-13 KAL a¢tuu
REVISION BY DATE APPR AL WATER IS SEWER DETAILS & NOTES 7 -3 7
W
py
a
D
T
z
9
0 -C
y
I 0
N
9 i aHz
N
I y0
:E
o'F
I
n
w
0
S=316002
CITY OF RENTON
APPROVED BY' DAIS I 8 O
APPROVED BY' DAIS D
APPROVED BY: DAIS Z
APPROVED BY' DAIS a _ Q
AENrs KAL 9-5-14 KAL DEsoE¢ srxE: NTS IM@IIMI:' w CITY OF BLAKEY TOWNHOMES X12-3-13
LENTS KAL 7-21-1 KAL KAT- L 604 MORRIS AVENUE S
IENTS KAL 4-1-14 KAL KAL -'� RENTON RENTON WA 98055 M�
KAL" DATUM planning/Building/Public Works Dept. wuwe Lc
KAL 2-3-13 KAL a¢tuu
REVISION BY DATE APPR AL WATER IS SEWER DETAILS & NOTES 7 -3 7
W
a
D
a n
z
9
0 -C
y
0
O
A
N
:E
o'F
I
n
w
T
rn
O
S=316002
CITY OF RENTON
APPROVED BY' DAIS I 8 O
APPROVED BY' DAIS D
APPROVED BY: DAIS Z
APPROVED BY' DAIS a _ Q
AENrs KAL 9-5-14 KAL DEsoE¢ srxE: NTS IM@IIMI:' w CITY OF BLAKEY TOWNHOMES X12-3-13
LENTS KAL 7-21-1 KAL KAT- L 604 MORRIS AVENUE S
IENTS KAL 4-1-14 KAL KAL -'� RENTON RENTON WA 98055 M�
KAL" DATUM planning/Building/Public Works Dept. wuwe Lc
KAL 2-3-13 KAL a¢tuu
REVISION BY DATE APPR AL WATER IS SEWER DETAILS & NOTES 7 -3 7