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WATER PLAN GENERAL NOTES Sid Plan No. 300
1. ALL V40RK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / AP'WA STANDARD SPECIRCATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOI1 SITE WHA CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SMALL BE HELD PRIOR TO THE START OF CONSTRUCT110N. THE i7DNTRA0OR
AND OR DEVELOPER SHALL. BE RESPONSIBLE FOR SECURING ALL NECESSARY PELMETS PRIOR TO C NISTRUCflON.
2. ALL STING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL - 4 �1 EXI-SSSS TO VERIFY UTILITY LOCATIONS BEFORE BEGINNIING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND , AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRMNG BY THE CITY OF RENTON PRIOR TO BNHINGING ANY
MATERIALS Ot 411 T`E.
4. ALL WATER MAIN PIPE MATERIALS SHALL. BE CEMENT LINED DUCTILE IRON PIPE, THHCKNESS CLASS 52 PER AWWA C 15s AND C
UK PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FTiTNrGS SHALL BE CLASS 250 AS
PER ANSI%AWWA C110/A21.10.82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 84AIL BLACK, TUBE -TYPE,
POLYETHMNE PLASTIC PER AWWA C10 STANDARDS,
S,
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 !NICHES FOR PPE DIAMETER OF 104WH OR LESS
AND 49 INCHES FOR PIPE DIAMETER OF 12 -INCE! AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL LIE 60 RANCHES.
ANY DEVI MNS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MANN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MWMAUM COVER,
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SO OF PIPE USED, ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 9S PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PI O00R TEST
METHOD (MOO) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND LIS PERCENT MOD IN UNPAVED
AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MDD,
6. CONCRETE BLOCKING FOR WATER MAINS SHALL. BE DESIGNED, INSTALLED AND POURED IK PLACE IN ACCONHDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VEKTIC& AND HORt7ONTAL BENDS, FITTINGS
AND BASE OF HYDRANT'S, MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOPM IN ADONTION TO
CONCRETE ISL aaNG.
7. ALL NEW WATER MAIN PIPES AND FIRMUGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PAM TO TIEING FLUISHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVRSION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, 06TALL AND REMOVE PLiiGS,
CORPORATM STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOOMIS FOR TESTING AND PURNTY ACCEPTANCL NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN EXIISTiNG MAW LwnL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURII Y TESTING.
B> NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE W04113 1G
PRESSURE WITH A MINIIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD, UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE L INE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SLAiL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS TOR.
u
9. THE CONTRACTOR SHALL NOTIFY TETE CITY OF RENTON WATER UTIU'T'Y AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALT. DWO E THE EXISTING WATER
MANN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND HTTINGS REQUIRED FOR
THE FRIM. CONNiECT10N. THE: CONTRACTOR SHALL. EXCAVATE, REMOVE ALL SURFACE MATERIAL,', AND PROVIDE SHORING AM
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE iOfOTM WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL„ CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
STD. PLAN - 900.0
! PUBLIC WORKS
EPS ? 44F:'ti T WATER PLAN NOTES
MARCH 2010
OFFE ENGINEERS
13932 S �I ° THEAST 159TH PLACE
RENTON,, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
E
PIAN YE I M
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COMPACT SANG
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- . - m b
X.REAS CALCU-.ATED ON 300 PSI TEST PRE
4' .. 0' UIN. COV" FOR WAT€RIAAIN 12" OF
VAX 1EEIG4,, Of ri'iRUST BLACK (F-) -.
%I1N. HFIGW OF THRUST 8.00( (FT) �: t.
2f .. ... x...,,
_ RE, 3'-0" 1dfN. CC}V1CR FOR
-Y'7ATER.
U,T€+i of: TRE'NGt
=. -t 1,0
. 4 4.,.. ...
WA ERVAihT LESS ?MAN 42.
�
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TYF- 3 jL-,CK Iii;
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STD. PLAN - 990.8
j'
PUBLIC WORKS
DEPAR7ME T
FITTINGS
'
,,
MARCH 2010
WATER PLAN GENERAL NOTES Sid Plan No. 300
1. ALL V40RK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / AP'WA STANDARD SPECIRCATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOI1 SITE WHA CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SMALL BE HELD PRIOR TO THE START OF CONSTRUCT110N. THE i7DNTRA0OR
AND OR DEVELOPER SHALL. BE RESPONSIBLE FOR SECURING ALL NECESSARY PELMETS PRIOR TO C NISTRUCflON.
2. ALL STING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL - 4 �1 EXI-SSSS TO VERIFY UTILITY LOCATIONS BEFORE BEGINNIING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND , AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRMNG BY THE CITY OF RENTON PRIOR TO BNHINGING ANY
MATERIALS Ot 411 T`E.
4. ALL WATER MAIN PIPE MATERIALS SHALL. BE CEMENT LINED DUCTILE IRON PIPE, THHCKNESS CLASS 52 PER AWWA C 15s AND C
UK PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FTiTNrGS SHALL BE CLASS 250 AS
PER ANSI%AWWA C110/A21.10.82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 84AIL BLACK, TUBE -TYPE,
POLYETHMNE PLASTIC PER AWWA C10 STANDARDS,
S,
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 !NICHES FOR PPE DIAMETER OF 104WH OR LESS
AND 49 INCHES FOR PIPE DIAMETER OF 12 -INCE! AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL LIE 60 RANCHES.
ANY DEVI MNS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MANN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MWMAUM COVER,
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SO OF PIPE USED, ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 9S PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PI O00R TEST
METHOD (MOO) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND LIS PERCENT MOD IN UNPAVED
AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MDD,
6. CONCRETE BLOCKING FOR WATER MAINS SHALL. BE DESIGNED, INSTALLED AND POURED IK PLACE IN ACCONHDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VEKTIC& AND HORt7ONTAL BENDS, FITTINGS
AND BASE OF HYDRANT'S, MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOPM IN ADONTION TO
CONCRETE ISL aaNG.
7. ALL NEW WATER MAIN PIPES AND FIRMUGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PAM TO TIEING FLUISHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVRSION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, 06TALL AND REMOVE PLiiGS,
CORPORATM STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOOMIS FOR TESTING AND PURNTY ACCEPTANCL NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN EXIISTiNG MAW LwnL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURII Y TESTING.
B> NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE W04113 1G
PRESSURE WITH A MINIIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD, UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE L INE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SLAiL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS TOR.
u
9. THE CONTRACTOR SHALL NOTIFY TETE CITY OF RENTON WATER UTIU'T'Y AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALT. DWO E THE EXISTING WATER
MANN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND HTTINGS REQUIRED FOR
THE FRIM. CONNiECT10N. THE: CONTRACTOR SHALL. EXCAVATE, REMOVE ALL SURFACE MATERIAL,', AND PROVIDE SHORING AM
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE iOfOTM WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL„ CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
STD. PLAN - 900.0
! PUBLIC WORKS
EPS ? 44F:'ti T WATER PLAN NOTES
MARCH 2010
OFFE ENGINEERS
13932 S �I ° THEAST 159TH PLACE
RENTON,, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
E
PIAN YE I M
f
t8 -T
Dow- 14
M I
:Al FSS(Atix t.' �: FGi �Pk' ►iC
' iNl 41 N, - T ANG= ON TCJF bi 2 -TAP 3c "i 6
� :rNf Al N _ -1 WG- c)n �- €Cu
` ONl ;A!'; �_ :: Nii f c.. A� do 1 _IA-'ikvWY tiLVlk-1
�.
T CATE
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r„ NIS :C ION VE;M
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,ori NTS &
i
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vVATER LIN'
i
SM. PLAN -- 800+2
K CONNECTION TO WATER MAIN CUT
} IN-LINE TEE & ONE VALVE
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'tEi�•,�S ai.r.�r� �4 ARfwac: •._...,,,�...�,...,,,.,.; +,
ARA 46$ff Rs TO 14
1A42,. (ii'' PUKK W1:A`SURk::i3 `r
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1, 1.0CATION AND S17i 11,F iIOCKNG FOR ThAN 12'7>IAVF AND FOR SM. 'YP(-'-
OFFERONT THAN SHOWN 'SHALL BE DETERMINED BY 'q E ENUNEER.
2, At.. OLOCK<NC '.44 k.,. fir. P0i,;t` FI) IN PLACE AGA:NST IJND3 STt,lRMD NAI V ;�:.ii3�N
3. ALL f'UiALD 01HOSI BLOCKS S>iAiLL ik BACKI &Li. ► AI ILF VIN. 1 )AY. f?k Sat ATE tl a' u4,
SHIALL MCU -R AFTER CONCRETE #IAS REA.CuED NOMWAL COMPRESSIVE ST)K .N T'H_
4, At,,. MOOCH NG 9iA1, 13F CONCRE.TF (',1 5
i. I4:,O CK€Ai„ A( AINSI IITiTNGS SHAI.L. bi AA A(i/+1M1T`aI 11%t irtl:.Ji x 1 N A(A., ARI.;A
POSSIM.f, 9:1T St:A..i.. NOT COW.R OR f hiCi.1)SF 8' I CICS, JONT 80 -TS OR ;I..ANOS
REAS004AULE ACCE55 ID BOLTS 4NU aA[N DS SHAL. 6E PNCViUEQ;
.,.
CONCRETE BLOCKING FOR STD. PIAN * 990.2
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2" CLAS
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CLA
CLA
MIN IMIN r MIN � MIN MIN
6.5' MIN. -- -�i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN MIN I MIN MIN
OF CURB OR
OF PAVEMENT
2" CLASS `B' ACP CLASS `E' OR `B'
6" CRUSHED
SURFACING TOP COURSE
;ENTER LINE OR
ANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
Y p ADOPTED
G 'n CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
* SEE DWG# HR --05 FOR MINIMUM STANDARDSDWG. NAME: HR -23 SP PAGE: H032A
- DATE REVISION I BY APPR
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
A
A
k
AN
11: 1/4' 11Ltr
-}/2' Fh[i
4t,
- f`yi
CAP
:>
TEE.
TNRt;ST BLC6K 3EARM AREA iN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICA;. BENDS
FAM `�ti.T OR SGL
FIh71.i SIL7y SAAiCS......
COMPACT SANG
C'FA�C" SAND RaX'a'EL
+ _ _...
9�T'-_I � µ45 16, 11 1/4` 90' 4_` RIND 11 A5•..13%�1G T}�'
::' TT+iG ;SENO T Et CAS OR I'_U(; do 22 1/2' ?8E§ D IEE CA, '�� I'LUC & '.2 1 /�' Fs '0 111 . CATs OR 3LLC a ;, 22 ' � �•
...... BEND
� 4` 70 ;2 4. j�._
t. c.
sE� C BEND.
�G_. Z.c .6 16 'v
? ` `.0 3. 5 _
0' 6 . 13 3 9 4 9.4 3.8
6. 4.?_ -
8 73.3 tfi.7 16.1 5.7
2 ' S3 s3 3 i h 3 T. � 5 i1
' :' $.4 8.4 .,4 8 6.3 2.S�,
5 18.8 1I I3 l ie,..... 20" ' 4.O I4 fa
- . - m b
X.REAS CALCU-.ATED ON 300 PSI TEST PRE
4' .. 0' UIN. COV" FOR WAT€RIAAIN 12" OF
VAX 1EEIG4,, Of ri'iRUST BLACK (F-) -.
%I1N. HFIGW OF THRUST 8.00( (FT) �: t.
2f .. ... x...,,
_ RE, 3'-0" 1dfN. CC}V1CR FOR
-Y'7ATER.
U,T€+i of: TRE'NGt
=. -t 1,0
. 4 4.,.. ...
WA ERVAihT LESS ?MAN 42.
1,
'tEi�•,�S ai.r.�r� �4 ARfwac: •._...,,,�...�,...,,,.,.; +,
ARA 46$ff Rs TO 14
1A42,. (ii'' PUKK W1:A`SURk::i3 `r
IN SOf,3AR11F FFFT
1, 1.0CATION AND S17i 11,F iIOCKNG FOR ThAN 12'7>IAVF AND FOR SM. 'YP(-'-
OFFERONT THAN SHOWN 'SHALL BE DETERMINED BY 'q E ENUNEER.
2, At.. OLOCK<NC '.44 k.,. fir. P0i,;t` FI) IN PLACE AGA:NST IJND3 STt,lRMD NAI V ;�:.ii3�N
3. ALL f'UiALD 01HOSI BLOCKS S>iAiLL ik BACKI &Li. ► AI ILF VIN. 1 )AY. f?k Sat ATE tl a' u4,
SHIALL MCU -R AFTER CONCRETE #IAS REA.CuED NOMWAL COMPRESSIVE ST)K .N T'H_
4, At,,. MOOCH NG 9iA1, 13F CONCRE.TF (',1 5
i. I4:,O CK€Ai„ A( AINSI IITiTNGS SHAI.L. bi AA A(i/+1M1T`aI 11%t irtl:.Ji x 1 N A(A., ARI.;A
POSSIM.f, 9:1T St:A..i.. NOT COW.R OR f hiCi.1)SF 8' I CICS, JONT 80 -TS OR ;I..ANOS
REAS004AULE ACCE55 ID BOLTS 4NU aA[N DS SHAL. 6E PNCViUEQ;
.,.
CONCRETE BLOCKING FOR STD. PIAN * 990.2
HORIZONTAL. AND DOWNWARD
VERTICAL. BENDS
L.
00 0
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o
�
° 0.
°
o �r °•
0
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27460 0
0 0
0
c�sTER�°°
FSSIAG0 °���
02/23/2015 N0.
REVISION
2" CLAS
*2„ .
CLA
CLA
MIN IMIN r MIN � MIN MIN
6.5' MIN. -- -�i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN MIN I MIN MIN
OF CURB OR
OF PAVEMENT
2" CLASS `B' ACP CLASS `E' OR `B'
6" CRUSHED
SURFACING TOP COURSE
;ENTER LINE OR
ANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
Y p ADOPTED
G 'n CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
* SEE DWG# HR --05 FOR MINIMUM STANDARDSDWG. NAME: HR -23 SP PAGE: H032A
- DATE REVISION I BY APPR
4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
A
A
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AR5 I'N D R i`!:)N F
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.?ALV„. Cr FRATINC NI✓T
S,` CHIN A --A
EXTENSION
�IA€_VL NU' LX I h�i� i N
EXT NS1ChS ARE' REQUIRED WHEN VANE N JT
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M VII�tIM C: L.YjI._`r' ( V
EXTwtiSICR TO HE USED PER VAI V'F
NOTE ; FXT"!`�� OttiS ��R MAD
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r :3I i `��)Tt:ti:: VALVE BOX, MARKER & ORLFZATING
f',:: .) i: AljA [11" i. N, NUT EXTENSION
l
SURVEYED:
SURVEYED
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
DATE AP P R APPROVED:
SCALE:
SCALL
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAw 1988
HORIZOWN- NAD 1983/1991
DATU M
c'
N.T.S.
GRADE APPROX. 246.0
O�.
10
STORM
WM=238.5
6" _E_X_._ WM
CONNECT TC
W/6` SLEEVI
NEW 6" W :... 6" 45t VERTICAL
W/MEGALUGS & CONC. BLOCKING
11.00'-12" STEEL CASIN
~tj
(0.25" THICKNESS) _�
CAS G SPACER: pC CHD AALS
dr` S K.10 S
WA R CONNECTION TO EXISTING
W-315802
� - CI TY OF
RENTON
1 ling/Building/Public Works Dept.
RECOMMENDED FOR APPROVA'
By: V_.. Vu Date:
By: Date: S' -u -
By: Date:
By: Date:
DAM
SHELDEN SHORT PLAT 02/2-'/2015
SCOTT DONOG H HOMES, INC, FIELDWOle
PAGE:
NATER DETAILS & NOTES DRAWING NO; -
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