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A RLM VIEW A
VALVE OPERATiNN NUT EXTENSON NOTE
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMJM OF ONE (1) FOOT SONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: A_L EXTENSIONS ARE '0 BE MADE
OF STEEL, S;ZED AS NOTED, AND PAINTED
NTH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VANE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VANE MARKER POS- TO BE USED FOR ALA
MAIN LN"- VALVES OUTSIDE PAVED AREAS
38" MIN.
WIDTH
WHITE I:'C35
X20#
24"
VALVE MARKER POST
<A PUBLI(' WORKS VALVE BOX, MARKER OPERATING ' - '
NUT EXTENSION
,I
- i /4' BEND 22-1/2' BEND 45` BEND
TEE 90* BEND
THRUST K= 3EAfaNG AREA IN SQUARE FEET (SEE NOTES) FOR HORtZONTA�_ AND DOWNWARD VE RDCAL BEAKS
FM SILT SOIL FWI SIL " OR COMPACT SAND COMPACT SAND A GRAVEL
W 45' BEO-D ' 1 t /4' 90' 4'S' BEhO 11 t /4' 90' 4S' BEND ' 1 1 /
iFI,n"G TREND: TEF CAP OR PLUG A 22 1/2' 0" TEE CAP OR PLJG Nk 22 1/2' SEND TEE CAP OR PLUG !& 22 1
800 BI"IVL� i 3EI,If
K. 4' 7. 4. 1 7 i i. '.S L .
, 9. 4. 47 1, S S 4<4
7 t6.7 6.7 . 11.7 4 a.4 3.4 8 6 S.3
375 J7,' 150 726 511881 lae 7.5 14.0 i 5.6
AREAS CALCJ A-1:'C ON 300 Psi TEST PR£SSLOW. T-W WK CO%qR FOR WATFWAIN LESS THAN 12'.
4' -0' MN. COYER FOR WATT3IMAIN •2' OR GREATER.
MAX HEXI ' 01 'HfAJS1 &OCK (--T) - 05 : OEPW Of TRLNCH
WK ham; OF THRUST E QOM (T T) - O.D. PiPE + 1.0'
NOTES:
MUST NiL= d,
WA REFERS TO
ACE Of 1100E M
A lQu&w FEET
1 LOCATION ANC SIL OF SLOCKDOG FOR PIPE -ARK ER THAN 12- MAMETER AND FOR SOIL TYPES
D+FT:EREHT THAN SHOW% 9NALr 8E DETERMPED Br THE ENtBNEER.
2. AL_ BLOCKJ *G SHAL. 13E POURED M PLC ACAMST UND STURBEO NATIVE_ GROUND,
I AL_ POLMED THRUST BLOCKS SHAD BE BACOILLED AFTER WS.. I DAY. PRESSURE 'TES -nNG
91ALt OCCUR AFTER CONCIIIIEW HAS REACMM NOMINAL COMPRESSIVE STRFNGTH.
4. AL_ BLOCK&G %*A - 13E CONCRE?E C� S 0-%/r).
5. IILOCKIKG AGAINST FITTINGS SmALL BEAR AGAINST TIME GREATEST FITTING SURFACE AREA
POSSIBLE. &JT SHA_L k0'- COVER OR ENCLOSE WU FNDS..OlNT BOLTS OR GLANDS
REASOMABti ACCESS TO BOLTS iND GtAkDS, SHAL: BE PROWDED.
PUBLIC WORK:, ! CONCRETE BLOCKING FOR SM. PLAN - 990,2
• I •
HORIZONTAL AND DOWNWARD
,)I:,a►�'r�aN;v' VERTICAL BENDS I10
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
-ScC L)
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LIE f.
z TESTING OLTAI »
I
E
VAL.V'E (F €.. XMJ)
TEMPORARY PLUG (M4 WITH 2-INCH TAP
AND 2, -ANCH BLOW OFF ASSEMBLY
CONCRETE BLOCKING
T
VERTICAL CROSS(MJXfL) FOR POLYPIGGING
RND FLANGE ON TOP WITH 2' TAP AND 2' PLUG
7.- 81LKND FLANGE ON BOTTOM
1 PLIJG(MJ) MATH 2 "TAP & 2' BLOW -OFF
# EMKWMY BLOCK
FINA€, CONNECTION DE'TAI €.
rr.. Y ........
NEW D.I. WATER J%E
3
AFTER ALL 'CLEANING BY POLYPIG, PRESSURE TESING
AND DISIINFEC'nON, REMOVE TEMPORAY BLOCK do SLOW-OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) do D.I. SPOOLS
FINAL CONNLCTIONN BY CITY FORCES
N01MS l
i TAW14C 'T'EE'S SHALL BE MAI Or CAST IRON, DUCTILE IRON OR
. tOATE17 STEEL BOLTS AND NUTS SEAL BE COR TEN.. k!15 "TEES
ANQ SHALL BE WATER TESTED BEFORE TAP
2. NO SI TAPS oAr CAST-IRON WATIrHK u ' P SFIALL £i£ AT
LEAST 2' SMALL ANETER THAN THEE G MAIN
3. NO WET TAP ON ASaES CEMENT i. i,-M STEEL LIRE
4 WET 'AT'PT'1G a E.xaSTIfi1G t'TIq Tt3Fi WATER MAINS W€i BE A13N£ !3Y
SPEER TAP OR SUPERIOR
' G
S CONTRACTOR SMALL AND V THE HORIZONTAL AND VERTICAN
I+L:IGNUENT OF NG LINE OR STLiB AIIALL START LAYING THE NEW
LINE AT E HORIZONTAL AND VEFt'1CAL AL*WENT OF THE EXISTING
ETU
6. . HR`z.`FS WILL VALVE PERFORM THE FINAL VE ANDTTOS OO A� WATER LINE
TO "FEE TAPPING VALVE W3T'Ft D. €, SLEEVE AND D.I. I. SPOOL.
Ffiw see*-
I
.4
♦ + WORKS CONNECTION TO WATER MAIN WITH
'TEE & VALVE
='ice - l itLt:C I :'_U1(:
13x24" PLASTIC METER i OX LQUAL TO MID- STATES PLASTIC.
INC. €iCF SERIES 4SBCF 1324 -18 WIT 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER FOUAL TO VID- STATES PLASTICS,
INC, MSCBC- 1324 -R WITH READER LID AND 2' DRILLED HOLE
FOR TOUCHREA.D P T LID (SEE DETAIL A -A)
9" MIN .
12" MAX
FINISH GRADE
.36' MIN COWR
22-1/2-
NEW XJCTILE
IRtN
WATERMAN
car.
rr c
IN UNIMPROVED RIGHT O z
I
vAly� aox �ID WITH
WAY INSTALL METER BOX AT
EARS IN DIRECTION OF
2" SOUAIRE
WATER MAIN AND WORD
OPERATING NU
-
LONG COPPER TAILPIECE. W
c
"WATER" CAST INTO IT
SIDEWALK
12' MIN.
16' MAX.
, ..
rn
412'
,WATER t '
m,
T0004READ
4' CONCRETE COLLAR FOR
VALVES A PAVED AREAS
4 -1/4" DIA.
METER TO BL
12.
`�-
1/8" MIN. THICKNESS
SEE DETAIL
2 NIECE CAST ::RON VALVE
Box. RICH- SEATTLE TYPE
OR OLYMPIC FOUNDRY
� „SEE`
LEND TI-I AS REQUIRED
1, 8 " MIN. THICKNESS
2 --1/4" INSDE MEASUREMENT
I
2-1/4* DEPTH
VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPERATiNN NUT EXTENSON NOTE
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMJM OF ONE (1) FOOT SONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: A_L EXTENSIONS ARE '0 BE MADE
OF STEEL, S;ZED AS NOTED, AND PAINTED
NTH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VANE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VANE MARKER POS- TO BE USED FOR ALA
MAIN LN"- VALVES OUTSIDE PAVED AREAS
38" MIN.
WIDTH
WHITE I:'C35
X20#
24"
VALVE MARKER POST
<A PUBLI(' WORKS VALVE BOX, MARKER OPERATING ' - '
NUT EXTENSION
,I
- i /4' BEND 22-1/2' BEND 45` BEND
TEE 90* BEND
THRUST K= 3EAfaNG AREA IN SQUARE FEET (SEE NOTES) FOR HORtZONTA�_ AND DOWNWARD VE RDCAL BEAKS
FM SILT SOIL FWI SIL " OR COMPACT SAND COMPACT SAND A GRAVEL
W 45' BEO-D ' 1 t /4' 90' 4'S' BEhO 11 t /4' 90' 4S' BEND ' 1 1 /
iFI,n"G TREND: TEF CAP OR PLUG A 22 1/2' 0" TEE CAP OR PLJG Nk 22 1/2' SEND TEE CAP OR PLUG !& 22 1
800 BI"IVL� i 3EI,If
K. 4' 7. 4. 1 7 i i. '.S L .
, 9. 4. 47 1, S S 4<4
7 t6.7 6.7 . 11.7 4 a.4 3.4 8 6 S.3
375 J7,' 150 726 511881 lae 7.5 14.0 i 5.6
AREAS CALCJ A-1:'C ON 300 Psi TEST PR£SSLOW. T-W WK CO%qR FOR WATFWAIN LESS THAN 12'.
4' -0' MN. COYER FOR WATT3IMAIN •2' OR GREATER.
MAX HEXI ' 01 'HfAJS1 &OCK (--T) - 05 : OEPW Of TRLNCH
WK ham; OF THRUST E QOM (T T) - O.D. PiPE + 1.0'
NOTES:
MUST NiL= d,
WA REFERS TO
ACE Of 1100E M
A lQu&w FEET
1 LOCATION ANC SIL OF SLOCKDOG FOR PIPE -ARK ER THAN 12- MAMETER AND FOR SOIL TYPES
D+FT:EREHT THAN SHOW% 9NALr 8E DETERMPED Br THE ENtBNEER.
2. AL_ BLOCKJ *G SHAL. 13E POURED M PLC ACAMST UND STURBEO NATIVE_ GROUND,
I AL_ POLMED THRUST BLOCKS SHAD BE BACOILLED AFTER WS.. I DAY. PRESSURE 'TES -nNG
91ALt OCCUR AFTER CONCIIIIEW HAS REACMM NOMINAL COMPRESSIVE STRFNGTH.
4. AL_ BLOCK&G %*A - 13E CONCRE?E C� S 0-%/r).
5. IILOCKIKG AGAINST FITTINGS SmALL BEAR AGAINST TIME GREATEST FITTING SURFACE AREA
POSSIBLE. &JT SHA_L k0'- COVER OR ENCLOSE WU FNDS..OlNT BOLTS OR GLANDS
REASOMABti ACCESS TO BOLTS iND GtAkDS, SHAL: BE PROWDED.
PUBLIC WORK:, ! CONCRETE BLOCKING FOR SM. PLAN - 990,2
• I •
HORIZONTAL AND DOWNWARD
,)I:,a►�'r�aN;v' VERTICAL BENDS I10
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E.
-ScC L)
y
LIE f.
z TESTING OLTAI »
I
E
VAL.V'E (F €.. XMJ)
TEMPORARY PLUG (M4 WITH 2-INCH TAP
AND 2, -ANCH BLOW OFF ASSEMBLY
CONCRETE BLOCKING
T
VERTICAL CROSS(MJXfL) FOR POLYPIGGING
RND FLANGE ON TOP WITH 2' TAP AND 2' PLUG
7.- 81LKND FLANGE ON BOTTOM
1 PLIJG(MJ) MATH 2 "TAP & 2' BLOW -OFF
# EMKWMY BLOCK
FINA€, CONNECTION DE'TAI €.
rr.. Y ........
NEW D.I. WATER J%E
3
AFTER ALL 'CLEANING BY POLYPIG, PRESSURE TESING
AND DISIINFEC'nON, REMOVE TEMPORAY BLOCK do SLOW-OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) do D.I. SPOOLS
FINAL CONNLCTIONN BY CITY FORCES
N01MS l
i TAW14C 'T'EE'S SHALL BE MAI Or CAST IRON, DUCTILE IRON OR
. tOATE17 STEEL BOLTS AND NUTS SEAL BE COR TEN.. k!15 "TEES
ANQ SHALL BE WATER TESTED BEFORE TAP
2. NO SI TAPS oAr CAST-IRON WATIrHK u ' P SFIALL £i£ AT
LEAST 2' SMALL ANETER THAN THEE G MAIN
3. NO WET TAP ON ASaES CEMENT i. i,-M STEEL LIRE
4 WET 'AT'PT'1G a E.xaSTIfi1G t'TIq Tt3Fi WATER MAINS W€i BE A13N£ !3Y
SPEER TAP OR SUPERIOR
' G
S CONTRACTOR SMALL AND V THE HORIZONTAL AND VERTICAN
I+L:IGNUENT OF NG LINE OR STLiB AIIALL START LAYING THE NEW
LINE AT E HORIZONTAL AND VEFt'1CAL AL*WENT OF THE EXISTING
ETU
6. . HR`z.`FS WILL VALVE PERFORM THE FINAL VE ANDTTOS OO A� WATER LINE
TO "FEE TAPPING VALVE W3T'Ft D. €, SLEEVE AND D.I. I. SPOOL.
Ffiw see*-
I
.4
♦ + WORKS CONNECTION TO WATER MAIN WITH
'TEE & VALVE
='ice - l itLt:C I :'_U1(:
13x24" PLASTIC METER i OX LQUAL TO MID- STATES PLASTIC.
INC. €iCF SERIES 4SBCF 1324 -18 WIT 1.75' THICK DUCTILE
IRON DIAMOND PLATE COVER FOUAL TO VID- STATES PLASTICS,
INC, MSCBC- 1324 -R WITH READER LID AND 2' DRILLED HOLE
FOR TOUCHREA.D P T LID (SEE DETAIL A -A)
9" MIN .
12" MAX
FINISH GRADE
.36' MIN COWR
22-1/2-
NEW XJCTILE
IRtN
WATERMAN
car.
rr c
IN UNIMPROVED RIGHT O z
I
WAY INSTALL METER BOX AT
'
PROPERTY LINE MATH 12' t 7
'
r
n
LONG COPPER TAILPIECE. W
c
SIDEWALK
I
rn
z
,WATER t '
m,
T0004READ
D
METER TO BL
12.
nevA'E[
vp c
SUPPLIED 6Y THE z_ x
�
CITY 0
TYPE »K» SOFT u
COPPER TUBING
iF SERVICE LINE M HOUSE IS 3/4' OR i'
TC BE INSTALLED 114 THE FU77URE GALVANIZED
INSTALL FORD C14-33 OR 44 F IP T PLUG
X COMPRESSION COUPLNNG
c_ LOOP DOWN TO CEINTERUNE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER - , -. •T R FOR "x METER: FORD
SERVICE RARER!' TO METER. VBH72- 15W -44 -330, OR MCDONALD BRASS. 21- 215WCOOM. OR
MUELLER* 3 /4-- 8- 2470 --2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
v0RPQRATTON STOP WITH BALL VALVE, FORD CgEHR5ETTER FOR i' M FORD VW72-- 15W -44- 44G, OR
TAPERED THREAD (CC). QUICK .JOINT McDONAL€3 BRASS. 21- 415WCW44, OR MULLLLR: 1 -13- 7410 -2
(3/4" FT3`000 -3 -17) OR AY M4=ONALD 47018 BOTH INLET AND £}t TLET WITH QWK JOINT. PADLOCK WINGS ON
FT3'1(K>C -4 -0) OR AY MCOONALD 4.7018 INLET ANGLE BAI... VALVE: AND SINGLE 04ECK VALVE ON OUTLET.
ALL FITTINGS SHALL 8E WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WTH,N CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF DETER BOX.
A- DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2 M IN. FROM NEAREST
AND FRRONT EDGE OF PIT LID
TYPICAL
RIFT
NOTE:
THE CENTER OF THE -40 LE MUST BF AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS "CIE
NUT TO TIGHTEN AG"ST THE OPEN SIDE OF MORE THAN
ON LE R 1S.
SM. PLAN - 920.1
I' t. "I:� LIC WORKS
3'4" AND 1" WATER SERVICE
4 ♦
N.
L
..*,-*.**0
WOO so
'T. GO^
a• y'�
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0
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'� .• 27460 •:
o.�,.�c C/S
FSS /dN •
12/04/2014 NO.
REVISION
•21
2" CLAS
* 2,� .
CLA
CLA
'
MIN MIN r MIN I MINIMIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
WATER PIM G NW.L. MCTIFSS Sunwd Pion No. 300
L All WORK AND MA 7RMLS SWILL BE N ACCORDANCE WITH THE LATEST EDMON OF THE CTY OF MENTON PU>r X WORKS
STAB SPEC CA7TONS AND SPECIAL PROVISKIINS AND WSiDOIT / AMA STA DP M ICIl7TONS,, LATEST EDFWN AS
Af MMO /Y TTE CRY OF REM M. A SET OF CRY APPAOMEO PLANS SHALL K KEPT AT 7HE JOB SITE WHOKM C101 IS IlUC`TM
ISINFIDORMAPRE4UX45TWJCTIONrnilmm iCE SMALL K HELD PRIOR TO THE START OF CO--- -RxTiw 7TE CONTRACTOR
AND OR OEVEIOPEM SHALL RE RESPONiMiLE FOR SECLJNI ALL NECESSARY PEN&M PAK)R 70 C0116TlNJCTTON.
2. ALL ENST06 UTKIM SMALL REMAN N SERVICE DURIN6 CONSTRUCTION LOLIESS OTHERWISE r.(M. THE CONTiIAICTOit SMALL
CALL 14K*4Z4�66S TO VEMY UTlJTY LOCATIONS BEFORE 11186MINM E>aCAVATION.
3. ALL MATERIALS USED FOR 71E OF WATER SYSI EM SWILL BE NEW ANO AND
'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROY M N WRITING BY THE CITY OF RENTON PRIOR TO BR NSM ANY
MATERIALS O*9TE.
4. ALL WATER MAN PMIE MATEIMS SMALL K CEMENT LIED DUCTU OM PMT, 7Ti1p M CLASS S2 PER AWWA C 151 AND C
1+04. PIPE JOIiM SHALL AE PUSM401 OR MECHANIC& JOiIT. CAST IAON OR DUCTN,E N= PiPE RTTMIGS SHALL iE CLASS 250 AS
PER MWAWWA CUWA21.104M ALL DUCTiitE NON ME AM Fn TIMERS SHALL RE WRAPPED WRH "AL BLAILI(, TtiW7YPE,
POLYETH LENS PLUM PEA A~ CM STAIOAAM
S. f111RMLUM COM PROEM TOP OF WATER MAILS 70 Aii TED GRADE SMALL BE 36 NICHES FOR PIPE DIAITETER OF 104MM OR LESS
AND 48 MICM FOR PIPE DIAMETER OF 12-4iKH PM LANCER. MAXIMUM COMER FOR ALL WATER MARK SHALL BE 60 NX MS»
ANY DENATi M MUST RE APPWM BY THE CRY Of IM= PRIOR TO CONSTRUC11OK WIEAE UTRRY CONFLICTS OCCUR,
THE PROFILE OF 7HE WA7N MAN SMALL BE ADIILSTED AS NECESSARY M M FAR CONFLICTS AND 70 PROMME MINIMUM COIVEA.
PM OEFIWTM SHALL NOT ETf M ONE-HALF OF PIPE LSANUFACTUMn iG1T10N FOR SiZE OF PIPE USED. ALL 7MKN
iACKRLL SHALL BE COMPACTED TO 95 PEKOff MAXMMUIM 00 ULNSTTY AS DE I � BY 7HE UAODiED PROCTOR 7EST
METHOD OW" N ROADWAY% ROADWAY SIIOULDERSI, AOIADWAY PRISM AND ONVEWAYS, IMO AS PERCEMT MOD MI UINPAiiIO
AREAS. ALL PME ZM OOMPACTiON SHALL BE 9S MDD.
6. CONCRETE KOCKM FOR WATER MARK SWILL ME DESNWED, NOTALLED AND POURED N PLACE N AIOCORDANCE WITH CITY OF
MENTON STANDARD DETAILS AND SPECiRGTIONS AND SHALL BE MLSTALLED AT ALL VERTICAL MID IiORRONTAL OENK RTTNQS
AM BASE OF HVDRAJi M IIINGALUOS {OR SMM M PROD " MAY RE REWRED ON ALL h%CI IAIMCAL JOM N ADDITION TO
CONMTE KOCIOW
7. ALL NEW WATER MAN PIPES AND RTTiNGS SMALL HAVE A FOAM POE P16 RUN TWA IM 7NDA PRIOR TD BEMIS RUG ED,
OISMIIFECTED, AND TES11 . CLEATING, PRESSURE AND PURRY TWW SHALL BE DONE N 7HE PKSEI ICE OF AND UNM THE
SUJ•ERIASION OF A CiTY OF BESEECH UTWT'Y VWSCTOR. THE CONTRACTOR SWILL SUPPLY, NSTALLAND MUM PLUGS,
COAPORATIO N STIOPSI, BLOW -Off ASSEMMUM AND DMIIST RESi UWfT / NDCI FOR TEST11101 AND PURITY A01` "ONCE. NO
CONIECTiOM SMALL BE MADE BFTWUN THE NEW MAIN OR •ETWEEM TIE NEW WET TAP VALVE TD M ETaSTMf6 MAN UNTIL
THE NEW RPM HAS BEEN FOAM401660, DLSMI FIC11106 FLUSH, AM PASSED SM P1113SURE AiD PUlIfiYTESTW
L NEW WATER MARK MK XW$6 SERVICE LATERALS SHALL IK TESTED AT A STATIC PRESSURE OF 150 PSI ADM WOftKMiG
PRESSURE WRH A MINMMUM OF 225 PSI TEST P213SURE FOR IM L MIU75 WiTH A MAXMAW OF S PSi PRESSURE DROP DLWMIG
THE 8MRE TEST PERIOD. UPON SATLSFACTORY COEIMLEMN OF THE PMUM TEST, THE LW SMALL BE DGIi fC`TED, RUSHED,
AND 7HEN WATT SAWIPM SMALL ISS TAKE! FOR PURITY 7ESTM16 MYTHE PUBLIC WOW MLSPEIt.'TOR.
9. THE CONTRACTOR SHALL N0 7W 7HE CiTY OF REMMM WAT O UT11JiTY AND I IAMITENANCE DEPAKIIIWO S AT LEAST W WIORION
DAYS PRIOR TO MAKM CONNECTIONS TO THE EWTT06 WATER SYSTEM. Tl* CONTRACTOR SHALL EKPOSE 7HE DOSTTNG WATER
MAR! AND FR7MM AT THE 0010 MCTTON POWT BEFORE OAOERM THE NOCES.SARY ADAPTORS AND RTTOGS RECTUM FOR
7HE RNAL OOIiiECi101i. TIE CM IIACTiOR SHALL EXCAVATE, REIMONE ALL SUIMACE MA7ENAM AND PROVIDE SHORMiG iMO
ALL MATERIALS REaIMiEp FOR THE CiTY OF R8ffON TO PERFORM THE COIMECTION TO THE DOSTMI6 WATER SVSML TIE
CONTRACTOR SHALL PROVIDE AM MISTALL RAOUFILI• CONCRETE B 001111 I6, AND COBAILETE SURFACE Ml VAMM
3w'0
PUBLIC woxxs am. PLAN -
DEPARTMENT V�itR
MARCH 2010
7.
SCALE
Iw INICH
AT FULL SCALE
IF WT ONE 011CH
SCALE ACCORDDIGLY
Vvmcu: wwD 19M
H0RIZ0NTAIr TNAD IM /INN
DATUM
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
;ENTER LINE OR
.ANE LINE
6.5' MIN.
1' 1' 2.5' it 1'
MIN MIN MIN MIN MIN
ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEMLE PAVE11ENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
G'1TY OP iiOrlm
STAiMAIM PLUM
1 IS! DAM 12/96
DWG. NAME: HR -23 SP PAGE: H032A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
%- CITY OE
OR
RENTON
Planning /Building /Public Works Dept.
N.T.S.
W -3771
03
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: IV�� Date:
NE 7th NORTH PHASE 2
SCOTT DONOGH HOMES, INC.
WATER DETAILS & NOTES
3518 NE 7th Street
12/04/2014
P"E.
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