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CONCRETE BLOCKING FOR VERTICALSM- PLAN- 330,3
t
DEPARTMENT FITTINGS
_.✓
MARCH 2010
WATER PLAN GENERAL NOTES � Standwd pian No, 300
1. ALL WORK AND MATERIALS SHAH. BE IN ACCORDANCE WITH THE LATEST EDMON OF THE CRY OF RENTON pmm
wom
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD
AMENDED BY THE CRY OF RENTON. A SET OF CITY APPROVED PLANS SHAD. BE KEPT AT THESITE 04M SAS
IS IN PROGRESS. A PRE4MNSTROCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF RATION
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NEM COIYSTRt1CTION, THE CONTRACTOR
� PRIOR TO CUNSTRUCTI[)N,
2. ALL EXISTMIG UTILITIES SMALL REMAIN IN SERVICE DARING CONSTRUCTION UNLESS OTHERWISE NOTED. THE
CALL 1-x-424-5555 TO VERWY UTILITY LOCATIONS BEFORE MINNING OXCAVATION, CONTRACTOR SHALL
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND
"CATALOG CUTS" FOR ALL MATS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON AND
MATERIALS OWSiff.
PRIOR. TO BRMIGNNG ANY
4, ALL WATER MAIN PIPE MATMUALS SHALL SE CEMENT LINED DUCTILE fRON PM
T1i
4• PIPE
OIN'TS SHALL BE PUSH -0N OR MEQ 10NdT. CAST IRON OR IC1aIS CLASS 512 PER AWWA C iS1 AND C
PER ANSIjAWWA C110/A21.10-R2. ALL DUCTILE IRON PIPE AND F DUCTILE IRON POE FtTTMIGs SHALL BE CLAS �4 AS
POLYETHYLENE PLASTIC PER AWWA CUM STiANDAR06, TTTNYGS SHALL BE WRtt B•MA eiACI4 TUBE-TifPE,
S, MINIMUM COVER FROM TOP OF WATER MAN€IS TO FWIi1SHEfl GRADE SHALL BE 36 INCHES
FOR Pipf DIAMETER OF 12 -MICH AND LARGER,
AND F
MAXIMUM CO FOIi P DIAMETER OF 10 -NIGH OR LESS
ANY DEifT1AT NS MUST BE APPROVED BY THE CXT1► OF PENTON VER � ALL WATER MAWS SHALL BE 60 N� 0*s.
THE PROFILE OF THE WATER MANY SIFiALL BE PRKLR TQ CONSTMTt CTIUN. WNW UTILRY C+ miucTs OCCUR,.
PSE D LECRON SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S TO CLEAR CpEi UCiS AND To PROS MWSWM CDVEI .
BACKFILL SHALL BE COMPACTED TO 9S PERCENT UFACTURER'S SPE TERMINED FOR SIZE OF
PIPE USED, ALL TRENCH
1N1`THOC3 {MDO} IN ROADWAYS, ROADWAY fillAXli►AiNbt DRY 01=NSITY AS pETERMiNED BYTHE M0MM PROCTOR TEST
AREAS, ALL PIPE ZONE COMpACI M SHALL BE MDDD. ROADWAY PRISM AND DRIVEWAYS, AND 85 MKIM MDD IN UNPAVED
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, *$TIAU.ED AND POURED IN PLACE IN ACCpRQANCE
RENTON STANDARD DETAILS AND SPECMKJITIONS AND SHALL BI: INSTALLED AT ALL VERTICAL WITH OF
AND BASE OF HYDRANTS. MEGA -LUSS {OR SNYRLAR PROD ALL
MAY IIIE REQUIRED ON Aii, AAEC111WICA<,IpR�S ���r Ftl'i�1IG5
CONCRETE BLOCKING, ADDtTK)N TO
7. ALL NEW WATER MAIN PIPES AND FIT,,,WGS SHALL HAVE A FOAIM PIPE PIG RUN THROUGH THE
gII PRIOR TO BEING
DISINFECTED, AND TESTED. CLQ, PRESSURE AND PURITY T1sTWG SHALL BE DONT: IN THE PRESENCE OF AND FLUSHED,
SUPERVISION OF A CITY OF PENTON UNDER THE
CORPORATION STOPS, BLOW -OFF ASSEM INSPECTOR.
� CONTRACTOR SHALL. SUPPII.Y, STALL AND RN�IOVE
CONNECTION SHALL BE MADE MIWEEM NEW MAIN OR TESTING AND POINTY ACCEPTANCE, t+IrO
WEEN THE NEW WET TAP VALVE TO AN EXISTING MAN UNTIL
THE NEW PIPING HAS BEEN D, , FLUSHED, AND PASSED BOTH PIiESSt)RE ANp pJIM TEMM.
8. NEW WATER MAINS INCLIJUNG SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 M ABOVE �
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETfOOF MUTES WITH A MAXIMUM OF S PSI PRESS( DROP D�
AND THEFT WATER SAMPLES SHALL K TAKEN FOR PURITY TESTMITHE THEE PRESSURE TEST, THE LINE SHALL BE DLSNrFECTED, FLUSHED
BY # PUBLIC WORKS MISPECTOR. ,
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILRY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PIIIOR TO MAKING CONNECTIONS TO THE EXLS7'ING WATER
MANY AND FFtTINGS AT THE CommEcrm POINT BEFORE ITEM' THE COQ SHALL OCPOSE THE � WATER
THE FMIAL COIIMIECTION. THE ERING THE NECESSARY ADAPTS AND F�,S REQLfMRED FOR
ALL MATERIALS CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATER A !S AND PROV" SF"" AND
REQUMtED FOR THE CITY OF PENTON TO PERFORIN THE CONNECTION TO THE ppSW WATER S1I5'i'EM, THE
CONTRACTOR SMALL PROVIDE AND INSTALL BACKFILL„ CONCRETE SLOCKM, ANDCOMPLETE SLW#ACE R#SII,AATION.
!i
1
PUBUC WORKS SM. PLAN -• 300.0♦1 DF.PAR'?'MFNT WA7'LR PLM
MAk4'H 2010
OFF EERS
13932 S, , r
RENT+_`�JTHEAST 159TH PLACE
p ?,N, WRSffiGTON 98058
CONT. ,HONE: 425-260-3412
ACT: DARRELL OFFE, P.E.
cX;�'IN- WATER - RE
€'I AN v -F *
TEST C L-C'A_
NC
$:Ni 41 N f.AN(3:. i)t, 61-- 2 -TAP
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+ , 1, , ` €CONNECTION YO WATER EFZ MANN CUT �. PLS - 300.2
70
IN-LINE TEE & ONE VALVE
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t. t
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CAP
TE 90"
"HRI ST BLOCK 3EARlNC AREA ?tv SL1liAR1 FEET (SEE VOTES) FOR H%f ZONTAL ANO DOWNWARD VERTIC:A- BENCS
SOL FRm :N � Ca
FIRM srt y omOACT SANC
4S 8F4
COW -PAC- 'SANO & RAVrL
TING ANO Tkc
CAR {3R f=_UG do �2 ? f2 ITTEhiJ ITE CA OR PLUG 2 T'Z' f3 Nii fE£ CAP :rRt:NI G ,. 22� fZ'
>S
s_ t3.3 4 t. T BEND
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- 9.� 3.B Tx. a.?. aT --I-
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w E3 25.3 7.7.6.) ' I? 'r.. $.�.4 _._.0 %� 5 --r_ =
18.8 1B F3 ti &.3
>3 3 . ..w 2.;..
AREAS CALCULATED ON 3G0 PSi TEST PR' RE, 3'-0' MIN. COVER FOR WAaERM41hCLESS �?_i : N t 2' � h•�
4` D" MIN, COAR FOR WATERAAAIN 2' C* "AT£R.
VAX bzE?GOi Of THRUST BLOCK (FT) 7EI}TH (A T.R C Vigil
MIN. HF1Ca T Zf THRUST 8.i3CfC (FT) ., +^t.1;•
}IROS' tlt(�t� Af21F2� �
IN SQUARE i"Fi^'F
i. i.00ATION AND S17F OF B:OCKING ,ARCFR THAS 12"')IAA0.F > A# IJP :Tai 'Ypf
D'FFER£.'VT THAN SHOWN SHALL HE DETERMINED BY THE £NUNE£R.
2: Al... Bt.00K tai. :I AI.. $f: PoT ,RCI) IN PLACE. AGAINST UND STI, Qr f') NATIVE :�.hi♦t
3. ALL Tlik.l57 8LOLKS S~fAJ.. i3E: UACK11I,,L E) Af T1R MIAs. 1 "AY. Pkw S;S %L E
S'"C' OCCUR AFTER CONCRETE NA5 I_ACu£D NOMINAL r,()mpRES%vE CTI-.
All BLOCx=NG � At: BF CONCRETI' C.. s
931 OCKA'w' AI AIN!31 fITTINGS "ASI [)i:.A} As3AIIVS[df., ai;x; 9aG;I. ARt �?
�'OSSi)N E C A..l NOT d:OWN k i f`NCU)SE BF €.1. ENDS. , J�3INT Be,):.T S (TFT-U..ArNDS
f+2-AS(;l1Ai31E ACC;, TO 6VLTS ANI) aANE S SHAL. i3E PRC)' DE3 C),
CONCRETE BLOCKING FOR STD, PLAN 30.2
HORIZONTAL AND DOWNWARD
VERTICAL. BENDS
= I G"
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02/23/2015 N0.
2'' CLAEE
#2„
CLA,
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CLAII
1
1 I' 2.5' 1'1'
IN41N I IN MIN MIN�MIN
OF CURB OR
OF PAVEMENT
---------------
2" CLASS
6.5' MIN.
;MIN
2.5IM11N
MIN I KiIN MIN
ACP CLASS `E' OR `B'
6" CRUSHED
\ SURFACING TOP COURSE
\"--CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
- N i ER LINE OR
SNE LINE
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
6.5' MIN. -�- - WHEN PERPENDICULAR 2" DEPTH OF HTO
GRIND OR SAWCUT AND REMOVE ROADWAY CENTERLINE
(rjje*0w%iy0")N-ADOPTED
CITYOF PENTONSTANDARDPUNS
SEE DWG# HR ---05 FOR MINIMUM STANDARDS LST DATE: 12/96
DATE REVISION 8Y PPR DWG. NAME: HR -23
SP PAGE: H032A
4 TYPICAL PATCH FOR FLEXIBLE _ BLE PAVEMENT
N.T.S.
A A
P _ AN _VJEyy%p _.
.-''
-AL"VE- E30X _ID VOTH
ONE INCH
F AT FULL SCALE
OR 11 1/4* tit 2.21/2* 2' ER i HCAL HE.NDS
/•
V,
.......
.E ACCORDINGLY
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TV
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T HR A.) 8" ---\
U. ? 5''5
I riI �
! d
TYI'� .3 1LCK NG
VCR 'ER. ICAL BENDS � f
CG
vp
E�
i v)
zo E ca l` 63 wC 't ua C7 II`
F i C3 t? id t, vi
u rt
-
ca. > c
P. ,
CONCRETE BLOCKING FOR VERTICALSM- PLAN- 330,3
t
DEPARTMENT FITTINGS
_.✓
MARCH 2010
WATER PLAN GENERAL NOTES � Standwd pian No, 300
1. ALL WORK AND MATERIALS SHAH. BE IN ACCORDANCE WITH THE LATEST EDMON OF THE CRY OF RENTON pmm
wom
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD
AMENDED BY THE CRY OF RENTON. A SET OF CITY APPROVED PLANS SHAD. BE KEPT AT THESITE 04M SAS
IS IN PROGRESS. A PRE4MNSTROCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF RATION
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NEM COIYSTRt1CTION, THE CONTRACTOR
� PRIOR TO CUNSTRUCTI[)N,
2. ALL EXISTMIG UTILITIES SMALL REMAIN IN SERVICE DARING CONSTRUCTION UNLESS OTHERWISE NOTED. THE
CALL 1-x-424-5555 TO VERWY UTILITY LOCATIONS BEFORE MINNING OXCAVATION, CONTRACTOR SHALL
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND
"CATALOG CUTS" FOR ALL MATS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON AND
MATERIALS OWSiff.
PRIOR. TO BRMIGNNG ANY
4, ALL WATER MAIN PIPE MATMUALS SHALL SE CEMENT LINED DUCTILE fRON PM
T1i
4• PIPE
OIN'TS SHALL BE PUSH -0N OR MEQ 10NdT. CAST IRON OR IC1aIS CLASS 512 PER AWWA C iS1 AND C
PER ANSIjAWWA C110/A21.10-R2. ALL DUCTILE IRON PIPE AND F DUCTILE IRON POE FtTTMIGs SHALL BE CLAS �4 AS
POLYETHYLENE PLASTIC PER AWWA CUM STiANDAR06, TTTNYGS SHALL BE WRtt B•MA eiACI4 TUBE-TifPE,
S, MINIMUM COVER FROM TOP OF WATER MAN€IS TO FWIi1SHEfl GRADE SHALL BE 36 INCHES
FOR Pipf DIAMETER OF 12 -MICH AND LARGER,
AND F
MAXIMUM CO FOIi P DIAMETER OF 10 -NIGH OR LESS
ANY DEifT1AT NS MUST BE APPROVED BY THE CXT1► OF PENTON VER � ALL WATER MAWS SHALL BE 60 N� 0*s.
THE PROFILE OF THE WATER MANY SIFiALL BE PRKLR TQ CONSTMTt CTIUN. WNW UTILRY C+ miucTs OCCUR,.
PSE D LECRON SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S TO CLEAR CpEi UCiS AND To PROS MWSWM CDVEI .
BACKFILL SHALL BE COMPACTED TO 9S PERCENT UFACTURER'S SPE TERMINED FOR SIZE OF
PIPE USED, ALL TRENCH
1N1`THOC3 {MDO} IN ROADWAYS, ROADWAY fillAXli►AiNbt DRY 01=NSITY AS pETERMiNED BYTHE M0MM PROCTOR TEST
AREAS, ALL PIPE ZONE COMpACI M SHALL BE MDDD. ROADWAY PRISM AND DRIVEWAYS, AND 85 MKIM MDD IN UNPAVED
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, *$TIAU.ED AND POURED IN PLACE IN ACCpRQANCE
RENTON STANDARD DETAILS AND SPECMKJITIONS AND SHALL BI: INSTALLED AT ALL VERTICAL WITH OF
AND BASE OF HYDRANTS. MEGA -LUSS {OR SNYRLAR PROD ALL
MAY IIIE REQUIRED ON Aii, AAEC111WICA<,IpR�S ���r Ftl'i�1IG5
CONCRETE BLOCKING, ADDtTK)N TO
7. ALL NEW WATER MAIN PIPES AND FIT,,,WGS SHALL HAVE A FOAIM PIPE PIG RUN THROUGH THE
gII PRIOR TO BEING
DISINFECTED, AND TESTED. CLQ, PRESSURE AND PURITY T1sTWG SHALL BE DONT: IN THE PRESENCE OF AND FLUSHED,
SUPERVISION OF A CITY OF PENTON UNDER THE
CORPORATION STOPS, BLOW -OFF ASSEM INSPECTOR.
� CONTRACTOR SHALL. SUPPII.Y, STALL AND RN�IOVE
CONNECTION SHALL BE MADE MIWEEM NEW MAIN OR TESTING AND POINTY ACCEPTANCE, t+IrO
WEEN THE NEW WET TAP VALVE TO AN EXISTING MAN UNTIL
THE NEW PIPING HAS BEEN D, , FLUSHED, AND PASSED BOTH PIiESSt)RE ANp pJIM TEMM.
8. NEW WATER MAINS INCLIJUNG SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 M ABOVE �
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETfOOF MUTES WITH A MAXIMUM OF S PSI PRESS( DROP D�
AND THEFT WATER SAMPLES SHALL K TAKEN FOR PURITY TESTMITHE THEE PRESSURE TEST, THE LINE SHALL BE DLSNrFECTED, FLUSHED
BY # PUBLIC WORKS MISPECTOR. ,
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILRY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PIIIOR TO MAKING CONNECTIONS TO THE EXLS7'ING WATER
MANY AND FFtTINGS AT THE CommEcrm POINT BEFORE ITEM' THE COQ SHALL OCPOSE THE � WATER
THE FMIAL COIIMIECTION. THE ERING THE NECESSARY ADAPTS AND F�,S REQLfMRED FOR
ALL MATERIALS CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATER A !S AND PROV" SF"" AND
REQUMtED FOR THE CITY OF PENTON TO PERFORIN THE CONNECTION TO THE ppSW WATER S1I5'i'EM, THE
CONTRACTOR SMALL PROVIDE AND INSTALL BACKFILL„ CONCRETE SLOCKM, ANDCOMPLETE SLW#ACE R#SII,AATION.
!i
1
PUBUC WORKS SM. PLAN -• 300.0♦1 DF.PAR'?'MFNT WA7'LR PLM
MAk4'H 2010
OFF EERS
13932 S, , r
RENT+_`�JTHEAST 159TH PLACE
p ?,N, WRSffiGTON 98058
CONT. ,HONE: 425-260-3412
ACT: DARRELL OFFE, P.E.
cX;�'IN- WATER - RE
€'I AN v -F *
TEST C L-C'A_
NC
$:Ni 41 N f.AN(3:. i)t, 61-- 2 -TAP
13t`iLfx1}; r Vdi€?f Aid do
�UCCK
if f,
? Li t Lx W/ ( t r
1 C,ATEA..tiS Fix!v
2 SC)L D
.EE11E ;I.i, r ;:F �ti Ac:
;VJ )
LMP, J_QCK
1107ER L:NE
f
RV, OVtCw
WI -H mJ)
c INA
WATEFR 1TNx
i
€
+ , 1, , ` €CONNECTION YO WATER EFZ MANN CUT �. PLS - 300.2
70
IN-LINE TEE & ONE VALVE
t
1' 1/4" U L N D - I '2' 3I N%1 4b" iIL1 .
t. t
r
CAP
TE 90"
"HRI ST BLOCK 3EARlNC AREA ?tv SL1liAR1 FEET (SEE VOTES) FOR H%f ZONTAL ANO DOWNWARD VERTIC:A- BENCS
SOL FRm :N � Ca
FIRM srt y omOACT SANC
4S 8F4
COW -PAC- 'SANO & RAVrL
TING ANO Tkc
CAR {3R f=_UG do �2 ? f2 ITTEhiJ ITE CA OR PLUG 2 T'Z' f3 Nii fE£ CAP :rRt:NI G ,. 22� fZ'
>S
s_ t3.3 4 t. T BEND
t
- 9.� 3.B Tx. a.?. aT --I-
z
w E3 25.3 7.7.6.) ' I? 'r.. $.�.4 _._.0 %� 5 --r_ =
18.8 1B F3 ti &.3
>3 3 . ..w 2.;..
AREAS CALCULATED ON 3G0 PSi TEST PR' RE, 3'-0' MIN. COVER FOR WAaERM41hCLESS �?_i : N t 2' � h•�
4` D" MIN, COAR FOR WATERAAAIN 2' C* "AT£R.
VAX bzE?GOi Of THRUST BLOCK (FT) 7EI}TH (A T.R C Vigil
MIN. HF1Ca T Zf THRUST 8.i3CfC (FT) ., +^t.1;•
}IROS' tlt(�t� Af21F2� �
IN SQUARE i"Fi^'F
i. i.00ATION AND S17F OF B:OCKING ,ARCFR THAS 12"')IAA0.F > A# IJP :Tai 'Ypf
D'FFER£.'VT THAN SHOWN SHALL HE DETERMINED BY THE £NUNE£R.
2: Al... Bt.00K tai. :I AI.. $f: PoT ,RCI) IN PLACE. AGAINST UND STI, Qr f') NATIVE :�.hi♦t
3. ALL Tlik.l57 8LOLKS S~fAJ.. i3E: UACK11I,,L E) Af T1R MIAs. 1 "AY. Pkw S;S %L E
S'"C' OCCUR AFTER CONCRETE NA5 I_ACu£D NOMINAL r,()mpRES%vE CTI-.
All BLOCx=NG � At: BF CONCRETI' C.. s
931 OCKA'w' AI AIN!31 fITTINGS "ASI [)i:.A} As3AIIVS[df., ai;x; 9aG;I. ARt �?
�'OSSi)N E C A..l NOT d:OWN k i f`NCU)SE BF €.1. ENDS. , J�3INT Be,):.T S (TFT-U..ArNDS
f+2-AS(;l1Ai31E ACC;, TO 6VLTS ANI) aANE S SHAL. i3E PRC)' DE3 C),
CONCRETE BLOCKING FOR STD, PLAN 30.2
HORIZONTAL AND DOWNWARD
VERTICAL. BENDS
= I G"
y�L
.. h ..0
A' y•�
e
v
• o
60 0
'�1;6,.Q
.,� 27480 O eoo
._/STE�:*v�
sSIdjgo***
o ''�'
02/23/2015 N0.
2'' CLAEE
#2„
CLA,
C
CLAII
1
1 I' 2.5' 1'1'
IN41N I IN MIN MIN�MIN
OF CURB OR
OF PAVEMENT
---------------
2" CLASS
6.5' MIN.
;MIN
2.5IM11N
MIN I KiIN MIN
ACP CLASS `E' OR `B'
6" CRUSHED
\ SURFACING TOP COURSE
\"--CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
- N i ER LINE OR
SNE LINE
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
6.5' MIN. -�- - WHEN PERPENDICULAR 2" DEPTH OF HTO
GRIND OR SAWCUT AND REMOVE ROADWAY CENTERLINE
(rjje*0w%iy0")N-ADOPTED
CITYOF PENTONSTANDARDPUNS
SEE DWG# HR ---05 FOR MINIMUM STANDARDS LST DATE: 12/96
DATE REVISION 8Y PPR DWG. NAME: HR -23
SP PAGE: H032A
4 TYPICAL PATCH FOR FLEXIBLE _ BLE PAVEMENT
N.T.S.
A A
P _ AN _VJEyy%p _.
[)�' . i•t,�j I. �N ._�a_Q ' L ' i N ;l" N
EXTCEN SICI< S ARE 4EW REC I f- EN VAS°VE N;JT
1S COR"` THAN HREE y3) FEET 3ELOIW
FINISH.-
- : RADS EXT-NSIONS ARE O BE A
M1.141Iv.0IV.
: N 1`C)C [..�3'�i� . �N1" I...f:NF
EX�tiNSICt Ta BE L SI". D PER VAI S?F
NC?TF rt: l FXTIFN& )NS ARM
MAD1='
UI L _ Sil f: AS NO -�;:o: 3AIN TJ
W I WO CG,A IS Of
V v MA <rF N0IW •.
VA -VF MARKFRS S; ;At C EQL,-AL.
U ILI Y MARKFP
'V A VL MA iICE R POS"r 1O 3L ALL
M:�It: I €N'F VA _ VF S OJ ISiC3f: PA, i A �iF AS
�,.
VALVE SOX, MARKER & OPIL ATING PLAN 3M.1
�'. NUT EXTENSION
- SURVEYED:
SURVEYED
DESIGNED:
D. L. OFFE, P. E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION DATE AP P Rnow �ii
APPRovED:
SCALE:
SCALL
-- ~�
.-''
-AL"VE- E30X _ID VOTH
ONE INCH
F AT FULL SCALE
/•
V,
ARS IN D KE ,'-; `iON :)F
;VA TE f�!Ails ANG ORD
: FR C A _� INT{) I T
.E ACCORDINGLY
N
__....
E
JNCRE17E COLLAR FOR
...i ..d... .i.rO"
�r/�r°.
..'"S ;N PAVED AREAS
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<-E CAS- iRCN VA VE
I
B(-
RICH--'SEATT-E TY --)E
}
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PIC' R
t
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C T -i A
MIN. THICK
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}�
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ti C-1 I ON .A--- A
EXTI`NSIOV
[)�' . i•t,�j I. �N ._�a_Q ' L ' i N ;l" N
EXTCEN SICI< S ARE 4EW REC I f- EN VAS°VE N;JT
1S COR"` THAN HREE y3) FEET 3ELOIW
FINISH.-
- : RADS EXT-NSIONS ARE O BE A
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VALVE SOX, MARKER & OPIL ATING PLAN 3M.1
�'. NUT EXTENSION
- SURVEYED:
SURVEYED
DESIGNED:
D. L. OFFE, P. E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION DATE AP P Rnow �ii
APPRovED:
SCALE:
SCALL
-- ~�
ONE INCH
F AT FULL SCALE
SCAB NOT ONE INCH
1
.E ACCORDINGLY
VER I AL: NAVD 1988
HORIZONTAL, NAD 1983/1991
DATUM
i
J
-A I 10 -
GRADE APPROX.� 246.0
I ,
lb
\ STORM
WM=238.5
NEW 6" W
6" wEX.� w'm
CONNECT TO EX. 6" WM
W 6 SLEEVE TWT7
1 1.00' -12" STEEL CASIN ''''M'
"' W/MEGALUGS & Cr NC. BLOCKING
0.25" THICKNESS) `
CAS ISG SPACERS _K CHO S6ALS
k SV,IDs
WA R CONNECTION TO EX _�_ r.�
I5 I ,C
CST i OF
_ RENTON
� d
)Ing/Building/Public Works Dept.
RECOMMENDED -OR APPROVA
�
By: s1�4/�5
� �!_�UUN _ Date:
� BY'� Date:.1'ui'f�
By:
By: Date:
SHELDEN SHORT PLAT 02 ?.cy / /2015
S ,OTT DONOGH HOMES INC, AELDOP
1 BOPAGE:
'VATE R DETAILS & NOTES )RAWING �:
=18 KENNr=WICK AVENUE NE