HomeMy WebLinkAboutzS-3973SetON O�
M M
nl nl
N
*-o
0
0
Qt
CL
0
0
A
\
� sD-
SDMH #8010,
TYPE II
RIM EL=372.16
8"CMP(N)IE=367.98
18" CONC(E)IE=367.84
12"CMP(S)IE=367.01
24" CONC(W)IE=366.49
HYD-5-00260
400
390
370
360
CORE JOB NO. 16114T
o, 2f85.22, 9.00' RT
6" CLEANOUT 15' PUBL/C WATER 1N6" CAP (MJ)
388.22RIM 3:35-3� , � � EASEMENT TOP NUT EL 384.49 (AB)
384.22 6" IE 1N8LOWOFF ASSEMBL Y
CONC. BLOCK/NG i " Wy & PR (TYP��
4"x6" REDUCER ((A 8) - - �o STD. PLAN NO. 340.5)
2LF(AB) 6 CLEANOUT
22 1/2 VERTICAL ��W (AB) I ^�
RIM 389 19 389.00
I - ° ° ° ° - - - 6" If r 384.50
r I v
RIP E p
6�' CLEA OUT I i I Q,e�
45' RnCALVC (AB)
J88.08R/ 8 �o BEND (AB) �'-6�� CLEANOUT 2' DEEP WITH 4x6
388 08 6i /E 984 06 / � � , � RIM 390.18 REDUCER (AB)
2 DEEP (AB)l / �2 1/2 VERTICAL r ' ° a , 6" D.l. WA R MAIN 6 /E 3 � 388.12
a ,<
JJ I B ND (AB) > a : a° 27LF 6" PVC °
6 C EANO�/T II _ _ �d C.S. 0.0122 AB� °' -- -
2LF
17RIM - �"P --
" / 3LF� . PVC � s . a 45'� I�FRACAL 4 fr CLEANOUT
383. 7 6 / / ' �' a 27 MIN. TYP.)
/ I I BEND (AB)- RIM 389.22
\ II ; 2LF 4/ PVC (� ° , :�(F 6 6" lE gim 387.22
6 LANOUT ,
2 DEEP WITH 4x6
\ .50R/M I ° PkV (AB) REDUCER�(AB)
\ 50 6" IE 1 I ti" i O i „
\ x6 RMI&R (AB) . , I 6 CL NOUT
R/MI388 E L 389.17
E 384.17 >'
° -- °� I� 6 CLEANOUT E • _20
NO 17L PVC ® co $ I ; \ RIM 9- 389.15
CL A
\ 815 /M I 2� TYP o i a a°i J . 6" If-4 38J15 I 0 10 20 40
\ \ JWE 15 " /E 3 a 4 "fir" CLEANOUT 3' DEEP WITH 4x6 REDUCER (AB)
AD)' " RIM 389.63
a
2LF 4 PVC
d \-� 6"
1E438363
4`6CLEANOUT --- 41E
09\ BEND (AS) 6"
JCLEANOUT RIM 388-34 38890J8871F 4LF 4 PC (AB)386196J/E 382.9
0 Q5T\12 �EEP o
o4"4" CEANOUT3'DEEP WTH 46
J2 R/
�� REDUCER (AB)9.
I
38 i \ 6" lE �BF� 6.82
�� e .i a 1f57.11, 9.00' RT
6..
1-8"x6" TEE (FL)
�SQF so \ 6" CLEANOUT l I � --�-�---/------ i u'a .. I .< Q .. a
TOP NUT EL 382.27 AB
QJ Goo \ \ 388.16RIM f2 ' � � l i i I �, I / I 1N8" ADAPTOR (FLxUJ)
\ 383.16 6 /F � I / ti � / � I 1-6" GATE VAL VE (FLxUJ)
\ 5 DE J AB J22 I VERTICAL ; a TOP NUT EL 382.47 (AB)
¢"-6=k CLEAN�T BEND (AB) ' �4LF 4" PW (AB) --J, 5 LF 6" Dl
77 A" \ i FIRE HYDRANT ASSEMBL Y
® 388.65R,�M .�&9�9- � I , � ' VERTICAL I „
J86.656" IF �� BEND (AB � J 1N8'x6 REDUCER (FLxFL)
)' D�(A) L� 12LF 4" PVC (AB) +0 2LF 4"PIS AB --�1-6 GATE VALVE (FLxUJ) EXISTING 16
\ " ( O - BOTTOM OF FLANGE EL 386.77 (AB) TRANSMISSION LINE
1 4x6 REDUCER (AB) '5 DEEP (AB) s
r
CONC. BLOCKING
FIRE HYDRANT ASSEMBL Y »
i 0 ) 15' _ _ I' : CLEAN T� /N LANDSCAPE AREA EXISTING 8
sr DED/CA AON ➢ ® 01482 - _ e , p 1 // 38805 9 ® SEVER MAIN
., 1 PLA
I IE 382.05 S-03
I RIM J87.03 s SS \
❑ s s
W....
I&F 6" PkV
/ 6LF 6
p
..... / /
/ �.�:..:.iiii;ii;ii::.�.::_.��,....: �.. J ( • ;;:;•:;:;;:;;� 1� 6 PVC EX/ G METER TO BE/ / ss�,iH #8056 �-
�o w / Et8� G w-�......... U O w 0 0.03 / I ) -, US D lRR%� W W w RI rl EL=397.46 w
CB #8011, TYPE w w /�"tu:I :CHANNEL-368.9 \8 DEEP AB ::::::::.::::::.� �, w 0 0� AB R CHANNEL-390.50
RIM EL=372.36 COYV ECT %0 EX. SEWE�MAIN # %E
6./E, IN 377.0� 4:::::. :::...� L CA ON. / w, OUT
\ - 8"CMP(S)IE�369.85 y8" NW, OUT \ / " / 12�'�1 ) RIM EL= 03 w w w�
_ use ,/w \ / w w:: w 8,,,,CMP(S��E=389.40- -
/ \ 007*00
\ w PAVEMENT RESTORA77ON o CB #8019, TYPE I SOUTH PUGET
I \ 1f11.00, 7.60 RT AREA PER STD. PLAN RIM EL=392.82 (PUBLIC RIGHT OF WAY)
1N12"x8" TAPPING TEE (FL) H032-1 8"CMP(N)IE=387.33
\ / 1N8" TAPPING VALVE (FLxMJ) 18" CONC(S)IE=386.76
\ CONC. BLOCK/NG 18°CONC(W)IE=386.52
\
400 `HYD-S-00259
f
390
.m
370
360 LEGEND
390
1+00 1+50 2+00 2+50 3+00 3+25
EX. SURFACE TEXT
EX. CONTOUR MAJR
EX. CONTOUR M/NR
PROP. SURFACE TEXT
PROP. CONTOUR M4JR
PROP. CONTOUR M/NR
HYD-S-00258
8f 0g -
STANDARD UT/L/TYNOTES
GENERAL
1. ANY DEWA77ONS REGARDING THE WATER AND SEWER IMPROVEMENTS
SHALL BE SUBMITTED TO THE CITY OF RENTON, UTILITY DIVISION
ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION IN THE FIELD.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARD
SPECIFICATIONS AND DETAILS OF THE CITY OF RENTON. WATER AND
SEWER SPECIFICATIONS AND DETAILS SHALL SE THE SPECIFICATIONS
AND DETAILS IN EFFECT ON THE DATE OF APPROVAL OF THESE
CONSTRUCTION DRAWNGS.
3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
EXISTING UNDER- GROUND UTILITIES. CALL UNDERGROUND LOCATE
SERVICE, 1-800-424-5555 FOR UTILITY MARKING.
4. NO WORK SHALL COMMENCE PRIOR TO A PRE -CONSTRUCTION
CONFERENCE AT THE CITY OF RENTON.
5. COORDINATE WTH LANDSCAPING IMPROVEMENTS NO TREES SHALL
SE PLANTED WITHIN 8 FEET OF WATER OR SEVER IMPROVEMENTS
WA TER
1. ALL FIRE HYDRANTS SHALL BE COVERED WTH A BURLAP SACK UN77L
771E WATER SYSTEM HAS BEEN PLACED INTO SERVICE.
2. FIRE HYDRANTS SHALL BE EQUIPPED WTH 5" LOCKING STORZ
CONNECTORS.
3. EACH UNIT SHALL HA VE A MINIMUM OF A I" DOMES77C WATER LINE.
4. THERE IS A 15' PUBLIC WA TER EASEMENT AROUND WA TER MAIN AND
FROM 171E WA TER MAIN TO AND AROUND 171E WA TER METERS•
SEWER
1. S/DE SEWERS SHALL HA VE A MIN/MUM SLOPE OF 27.
2• NEW SANITARY SEWER MAINS SHALL BE PLUGGED AND NOT PUT INTO
SERVICE UN77L LINES HA VE BEEN CLEANED, FLUSHED AND TES TF0.
W-397302
S-397302
CONSTRUCTION
RECORD DRAWING
l SIDEKO
�� •oFWAS'yiy 9� CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
kG
PLANNING
'� DESIGN SURVEYING
o�0 JPFGAl ER�� �
Fss/OVAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
17-IZ-1�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: SCALE: UA1=
DAP VERTICAL: NAVD 1988
HORIZONTAL: NAD 19a3/1991 CITY Y O F SEPT. 2017
DESIGNED: VMG , SANITARY SEWER AND WA TER FIELDBOOK:
DRAWN: SES RENTON PLAN AND PROFILE PAGE.
ONE INCH DATUM � DRAWING N0:
CHECKED: MAU AT FULL SCALE Planning/Building/Public Works Dept. (.yc7 01
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY SHEET: 12 OF: 22
NO
RECESSED
LIFT POCKET
o��
SFWER
�- 3 JA" LETTRING "SEWM"
;2) Bt7C, BOLT S(ALLEN I[ADt
5/8" - 11 X 1.5 SrAINLC5S
$TEE.
3FF. PF4T #G(19R1177
o�I�
-
1
L-yfv+.
ASPHA
1 1 1 1
2-' .1• 1
I-- �•''4"
CAYT 1RON RING AND COVPR
Ncl In Sr_nle
H-RAVE
-i1,' n"
~` 45' (' /-E) 314C
OR
DAIIRC
PIPE MA7PiAL AS SDECIFEii
PY TIIE ENriNCCR
11V �5•
1. 9' AND 6• CLEAN-CUT RINGS AND CY1vCRS ON SEVER MAINS SHALL & LAST-CNOAII IRON NORKS, INC_
No. 3698 (DROOUCT NO. IXU49903) Cfl APPHUVLJ LWAL CYLAN OUT 51HALL BE A WATER T'GHT A55EMBLY
2. IN IINIVPROKD AREAS, POUR A 1'-0- )HICK, 2' • 0- SQUARE
CONCRETE. CLASS 30D,% PAu AROUND "I IF RIN9 AND CCVF_R,
STB. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEAINOLIT
DEPARTMEW FOR SANITARY SEWER MAIN
^PT40J_- LNE,-.,...--
f
I_8,. _ �1 FUrW MTI 4" SIDF S
- 0c- =:A
2"11 A" STUD MA*9140 POST PARTED
I 6' LAP) %H17E 07H 7HE WCR] 'SEIAE7Y KIMCII.FD
14 3' HIGH 5LAC* Li=' re. A14D 41B NRE
%TLI,PPID RKLIJND T}tE STL;J M1r13
EISTFIM)FD T17 'HE TGP 4F THE 5TU0.
I
I
I'YAi'Xb' SLRFKF armarr wiH P07 WN FdAG AND DaYER
(EAST imDAN IRP4 1 f" PWJL"JC1 H0, D=75Q2 OR
rPPRMrZ EQUAL, srEaP r 'Stick m a jo}
(ME YD. 'LkN 40.1 MR INST.ILL41.10w)
API EAGLE THREW-2 CLEAN-0JT A36P1E]R As
At PLUF W AQPRQ LD SDJAL)
Fl1TtiI 4' SI1E SEWER
�Jr ems" &CWFR s-Le I-Irta • WfE FUTURE 011w -V' HLUUCE11
`gNIER WAN SZE X G" ME
IS1 -`ASL5 PR0 BLIP£% FM
A. VITFIfT1ED CIA'( 4+6N - S:4 I IN A REIN p'oC 'SEE' U50,C 'SRDNG- I?A[it' F_%ICfiLE ti0bPLI11GS {�ER%Ica m AAFROVEG EQLSAL.).
9, CC14CFEM YA14 CUT IN A NCII' PVC "[ES USiNL 'SiRO^m-BACK' FLEmaLE cwpL kwGS (Irrom . OB ,4F@m1Rc*D EQUAL)
C. PVC & 99M PVG STAIN - CUT IN NEW M WANG 12100 CEUPONGS Oil C012E-.Ardl LET! Vni A R04AC SAJ}CLL
(OR APPROVED SOUNJ
3, OL-CzLE IRCM WAIM CORE-I)MLEEO "T'I A r WAC SMDLE (OR a.Tn '4uAL)
E-. WANHq-F CLTAIEE-Ivm - ALL CO1AECPON$ TO MAN 0z4 194ONLL Wz AT IdAHJFACTURFD KNOI:K -ad -K OH THC E; (Rtt J&mL
511ALL DE OCR: -GRILLED.
f OyA
DOWMEIL
S" 1IE 7 j
D., fiJV Il]i SE4 M SIA N
kiNN
OL`,flyiR=TE 3LO nw m e
S31.ITK rrpicAL 5rar SEWq
N0.7T.. LAKESS OPIERKISE am" ON PILAFIL SIOE SEWER SHALL YAVF A MIN1101,I1d '7,5 unEw r' F1i0✓EIITT Li Pa DR ]-n'
I-DwR Tm04 114E LO'IrILST HQU5L. ELLVAIICN, WHRHE R IS LUAT-71.
STAN DARO SIDE SEVER SM. PLAN - 40.1
PUBLIC WORKS I N STALLATION � �]
DEPARTMENT
{SEINER MAIN TO PROPERTY LINES
_, , FX SFMITR AlakiM
__-5ML 0J24TH k5 SELULLI
8" SEW9i TSTI.9E
S,
5E 15ER L4 M TEE 9 11" TEE
} 7
r CBUPLk1;
1C
--- E_ r era rs
IdgJF"
�XSi1ND SaNfTWtI
91 ER ram _ w mr unL. FLW
O
O
N
Q
h
CORE JOB NO. 16114T
EXISTING WATER LINE
TESTING DETAIL
t8 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE (FLxFL) W/ CONC. BLOCK
1- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
1- PLUG (MJ) W/2"fAP & TEMP. BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
4-
W-T�
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
� Y + + PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN - 300.2
o� DEPARTMENT IN -LINE TEE & ONE VALVE
MARCH 2O10
n
E
a
- -
11-1/4' BEND 22-1/2' BEND 45• BEND
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRSILTY SAND M SILT
FIRM
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
11 1/4-
90`
45' BEND
11 1/4'
90'
45' BEND
11 1/4-
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2•
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6
1.6
1.0
6"
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
1 8.4
3.4
8.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
1 18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
iRUST BLOCK BEARING !
REA REFERS TO THE
4CE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
• { PUBLIC WORKS
+ �•` + DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
..I INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
a
47
NEW WATER MAIN POLYPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
�Y + PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
�N fob DEPARTMENT WATER MAINS
MARCH 2O10
INSIDE HOUSE
PREFERRED CONFIGURATION
�a� 5
0
v 3 10 8 10 4 2
FLOW
1
ADJACENT TO WATER METER
PROPERTY
LINE
SAWDUST
5
6 9 5
FILL
24" MIN
.7
7
7
6"
1
FROM
6"
WATER
METER
1 10
310 8 10 4
I
O
FLOW
2
FOR 3/4" AND 1" SERVICE (3/4" SHOWN)
#
ITEM
AMT
1
90' GALVANIZED STEEL ELBOW
-
4 EA.
2
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4"
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET,
WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AND STRAINER)
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W/SOLID COVER
1 EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
8
3/4" X 1/4" X 3/4" STD. BRASS TEE
1 EA.
9
1/4" PETCOCK (M X F)
1 EA.
10
3/4" BRASS NIPPLE
VARIABLE
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
STD. PLAN - 340.5
+ + PUBLIC WORKS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING
o� DEPARTMENT VALVE ASSEMBLY
MARCH 2O10
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
RON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
NC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MA:
FINISH GRADE
gaw
�>
O
36" MIN COVER N o
22-1/2'
CIT
PIPI
? I
IN UNIMPROVED RIGHT OF
f
WAY INSTALL METER BOX AT
>'
PROPERTY LINE WITH 12"
W'
LONG COPPER TAILPIECE.
w'
a I
SIDEWALK
a
TOUCHREAD WATER
METER TO BE ,-JI
PRIVATE
PIPING
SUPPLIED BY THE 12 z a
FCITY
TYPE "K" SOFT o 00
COPPER TUBING
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIPT
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC5Q44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 2-1/2" MIN. FROM NEAREST
:F_ AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
r
3/4" OR 1"
GALVANIZED
PLUG
3/ STD. PLAN - 320.1
t 4" AND 1" WATER SERVICE
+ �+ PUBLIC WORKS
o� DEPARTMENT
NOVEMB]ER 2009
W-397303
5-397303
CONSTRUCTION
RECORD DRAWING
�l• 7�IDEK0
v WAsy�ar CIVIL ENGINEERING
`'0.on
LANDSCAPE ARCHITECTURE
PLANNING
-0•• 41846 �� DESIGN SURVEYING
�0A 'p�.G l STE?F
FSS�ONAL ENS\
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
11-IZ-1�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: DAP
SCALE
VERTICAL NAVD 1988
HORIZONTAL HAD 1993/1991
DATU M
.
CITY OF
�' RENTON
Planning/Building/Public Works Dept.
SANITARY SEWER AND
WA TER DETAILS'
DATE.
2017
SEPTFlELDBOOK:
DESIGNED:
WG
PAGE:
DRAWN
SES
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING N0:
C5 31
CHECKED: MAY
NO.
REVISION
BY
DATE
AP P R
APPROVED: SHIN
SHEET: 13 OF: 22
V`
M
1
WATER GENERAL NOTES
1 1) ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE
Q STANDARD SPEC/F/CA AONS AND THE STANDARD DETAILS OF THE CITY OF RENTON.
Uj UTILITY LOCATES :
2) THE APPROXIMATE LOCATONS OF EX/SANG U77LI77ES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICAAON OF UALITY LOCATONS SHOWN AND FOR
DISCOVERY OF POSSIBLE ADD/AONAL UAL/AES NOT SHOWN ON PLANS.
3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED,BY APPROPRIATE UALITY DISTRICTS
OR COMPANIES, ALL UNDERGROUND UALIT/ES PR/OR TO BEGINNING CONSTRUCAON.
4) FOR UALITY LOCATES /N K/NG COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING.
PERMITS :
5) THE DEVELOPER /S RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS EXCEPT THE RIGHT-OF-WAY PERMIT,
WHICH THE CITY OF RENTON OBTAINS.
6) ALL WORK /N RIGHTS -OF -WAY SHALL BE /N ACCORDANCE W/TH THE REQUIREMENTS OF THE PERM/TT/NG
AGENCY.
PRE -CON :
7) A PRE-CONSIRUCAON CONFERENCE SHALL BE HELD AT THE CITY OF RENTON PR/OR TO THE START OF
CONSTRUCAON. DISTRICT STAFF W/LL NOAFY THE APPROPRIATE AGENCIES OR REPRESENTA77VES.
SURVEYING
8) PR/OR TO CONSIRUCANG ANY WATER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF
CUL-DE--SACS, ALL WATERLINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM
STA HONING INTERVAL WILL BE 50 FEET WITH THE STA AON NUMBER ON EACH STAKE.
SEWER GENERAL NOTES
1) ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE
STANDARD SPEC/F/CAPONS,, STANDARD DETAILS OF THE CITY OF RENTON.
UALITY LOCATES :
2) THE APPROX/MATE LOCATONS OF EXIS77NG UAL/T/ES ARE SHOWN ON PLANS AND PROFILES FOR
CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VfR/F/CAT/ON OF UTILITY LOCATIONS SHOWN
AND FOR DISCOVERY OF POSSIBLE ADD/AONAL UAL/AES NOT SHOWN ON PLANS.
3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UALITY
DISTRICTS OR COMPANIES, ALL UNDERGROUND UALIAES PR/OR TO BEGINNING CONSTRUCAON.
4) FOR UALITY LOCATES /N KING COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING.
PERMITS :
5) THE DEW LOPS? /S RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS EXCEPT THE RIGHT-OF-WAY
PERM/T, WH/CH THE CITY OF RENTON OBTAINS
6) ALL WORK /N RIGHTS -OF -WAY SHALL BE /N ACCORDANCE WITH THE REQUIREMENTS OF THE PERM/TANG
AGENCY.
PRE -CON :
7) A PRE-CONSTRUCAON CONFERENCE SHALL BE HELD AT NORTHSHORE UALITY DISTRICT'S OFFICE PR/OR TO
THE START OF CONSTRUCAON. DISTRICT STAFF WILL NOAFY THE APPROPR/ATF AGENCIES OR
REPRESENTA AVES.
SURVEYING :
8) PR/OR TO CONSIRUCANG ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEW _LOPMENT, CENTER OF
CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM
STA HONING INTERVAL SHALL BE 50 FEET WITH THE STA AON NUMBER ON EACH STAKE.
9) HORIZONTAL CONTROL DATA SHALL BE NAD 83/'91. VERACAL CONTROL SHALL BE 9) HORIZONTAL CONTROL DATA SHALL BE NAD 83I91. VERACAL CONTROL SHALL BE NA VD-88 DATUM.
NA VD-88 DATUM.
10) AT THE CONCLUSION OF CONSTRUCAON, THE DEVELOPERS REGISTERED PROFESSIONAL SURVEYOR SHALL
10) AT THE CONCLUSION OF CONSTRUCT/ON, DISTRICT STAFF WILL LOCATE THE WATER MAINS WTTN SPRAY PAINT. PREPARE A DRAWING BASED ON THE SURVEYED LOCAAON OF ALL AT -GRADE APPURTENANCES INSTALLED,
THE DEVELOPERS' REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED INCLUDING BUT NOT LIMITED TO,, LOCAAON OF EX/SANG MANHOLES INCLUDING RIM & ALL /NWRT
LOCAAON OF ALL APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED TO, WATER MAIN, METER BOXES, ELEVAAONS AND NEW MANHOLE LOCATONS INCLUDING RIM & ALL INVERT ELEVAAONS. THE DRAWING
BLOWOFFS, VALVES BOXES, HYDRANTS AND BENDS. THE DISTRICT WILL PROVIDE LOCATES TO ASSIST THE SHALL BE PRO14DED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADDIAON, ALL SEWER
SURVEYOR /N LOCA77NG THE WATER MAIN BETWEEN APPURTENANCES AND LOCATING THE BENDS. THE DRAWING EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR /NTFRSECAON WITH PROPERTY LINES AND AT 25
SHALL BE PROVIDED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADD/AON, ALL WATER FOOT STA AONS ALONG THE EASEMENT LINES.
EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR INIERSECAON WITH PROPERTY LINES AND AT 25-
FOOT STATIONS ALONG THE EASEMENT LINES. CONSIRUCAON
11) THE SEWER MAIN SHALL BE PLACED FNE (5) FEET SOUTH OR WEST FROM THE CENTFRL/NE OF ROADWAY,
CONSTRUCAON : UNLESS OTHERWISE SHOWN ON THE PLAN.
r ^ 11) THE WATER MAIN SHALL BE PLACED AS SHOWN ON PLAN.
`� , 12) A M/N/MUM 1FN (10) FOOT HORIZONTAL SEPARAAON MUST BE MAINTAINED BETWEEN THE SANITARY
LV 12) A MIN/MUM TEN (10) FOOT HORIZONTAL SEPARAAON MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE SEWER L/NE AND THE WATER MAIN.
AND THE WATER MAIN.
13) AFTER TRENCH BACKF/LL AND COMPACAON, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR
O 13) A FIVE (5) FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER FACILIAES AND DEFLECAON AS SPECIFIED /N SECAON 7-17.3(2)0 OF THE WASHINGTON STATE DEPARTMENT OF
UNDERGROUND POWER AND TELEPHONE FAC/LIAES, UNLESS OTHERWISE APPROVED BY THE DISTR/CT. 1RANSPORTA77ONS STANDARD SPECIFICAAONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCAON. TFST
OBSERVA AON AND /NSPECAON BY NOR THSHORE UALITY D/STR/CT.
14) D/S1R/CT VA VES SHALL ONL Y BE OPERA 1ED BY D/STR/CT PERSONNEL.
Z 14) WHENEVER SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN
MATERIALS : ELEVAAON THAT THE TOP OF THE SEWER LINE /S AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM
15) ALL WATER MAIN PIPING SHALL BE DUCALE--IRON MIN/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND OF THE WATER MAIN.
TYTON JOINT. ALL WATER MAIN PIPING TO MEET THE REQUIREMENTS OF AWWA C-151.
15) ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FlI/E-TENTHS (0.50) FOOT
O 16) ALL WA TER MAIN FITANGS SHALL BE CEMENT -MORTAR LINED AND MEET THE MAX/MUM DROP BETWEEN INVERT /N AND INVERT OUT.
REQUIREMENTS OF AWWA C-153.
16) MANHOLES /N THE PUBLIC RIGHT-OF-WAY SHALL BE A MIN/MUM OF EIGHT (8) FEET IN DEPTH OR PER
17) POLYETHYLENE ENCASEMENT TO MEET THE AWWA STANDARD C-105. ANY TEARS OR OPENINGS MADE FOR APPROVED PLANS.
1 � . SERVICES OR TAPS SHALL BE REPAIRED WITH AN ADHESIVE TAPE.
�1 17) MANHOLES NOT /N PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE
18) ALL WATER MAIN PIPES AND SERVICES SHALL BE INSTALLED WITH A 14 (FOURTEEN) GAUGE, CONANUOUS, LOCKING TYPE PER THE STANDARD DETAILS.
SOLID -CORE, NEOPRENE COATED LOCA ANG W/RE. ANY CONNEC77ONS OR SPLICES SHALL BE MADE WITH
SPLIT -BOLT W/RE CONNECTORS. 18) FOR PIPE SLOPES GREATER 11/AN 207, RESTRAINED -JOINT DUCALE IRON PIPE SHALL
Q PLACEMENT: BE USED FOR EVERY JOINT. 19) FIRE HYDRANT LOCATONS TO BE APPROVED BY THE FIRE MARSHAL OF ✓UR/SD/CAON. 19) SIDE SEWER STUBS SHALL HAVE A MIN/MUM OF TWO (2) PERCENT SLOPE AND
t, ,
W 20) WA 1RR SERVICE W O AND METER LOCH AONS WILL BE COORDINATED W/TH THE DEVELOPERS MAX/MUM OF FORTY-FIVE (45) DEGREE SLOPE. STUBS SHALL BE 6" MIN/MUM DIAMETER. FOR ALL STUBS
ENGINEER AFTER A LESS THAN EIGHT (8) FEET /N DEPTH : INSTALL A THREE (3) INCH W/DE GREEN METALLIC DETECTOR TAPE
w THOROUGH REVIEW OF ALL UAL/TY FAC/L/AES. 12" ABOVE THE PIPE, THE ENARE LENGTH OF THE STUB CONANUING UP THE 2X4 SIDE SEWER MARKER
20-1 THE METER LOCATION SHALL BE W/1H/N THREE (3) FEET OF THE PROPERTY LINE THAT /S POST. IDENAFICAAON ON THE TAPE SHALL INCLUDE THE WORDS `SANITARY SEWER: W-397304
PERPENDICULAR TO THE RIGHT-OF-WAY AND W/TH/N ONE (1) FOOT OF THE EDGE OF PROPERTY ON THE
RIGHT-OF-WAY SIDE UNLESS OTHERWISE APPROVED /N WR/ANG BY THE DISTRICT MATERIALS
20-2 AFTFR INSTALLATION OF THE METER AND BOX, A 2X4 BOARD PA/NTFD WHITE W/TH "WATER SERVICE" 20) SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET /N DEPTH AND LESS THAN 209 SLOPE SHALL BE
STENCILED ONTO IT W/LL BE DRIVEN INTO THE GROUND BEHIND THE METER BOX. PVC CONFORMING TO ASTM D-3034, SDR-35 AND SHALL BE BEDDED WITH CLEAN, GRANULAR
MANUFACTURED PEA GRAVEL FROM 4 " UNDER TO 6" OVER THE P/PE. SAN/TARP SEWER PIPE EIGHTEEN S-397304
(18) FEET DEEP AND GREATER, OR ON A SLOPE OF 209 OR MORE, SHALL BE DUCALE--IRON M/N/MUM
THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON JOINT. ALL DUCALE--IRON PIPE MUST MEET
THE REQUIREMENTS OF AWWA C-151. CONSTRUCTION
21) HIGH-DENSITYPOLYETHYLENE (HOPE) SHALL BE SDR-11 M/N/MUM. RECORD DRAWING
0
W
SIDE$0
WA •
of sy•.. a CIVIL ENGINEERING
C •y y�;Z9
coff LANDSCAPE ARCHITECTURE
PLANNING
A�,•..p 41846 p,.•� DESIGN SURVEYING
G1 STERF;•�.
Z �SS/0NAL ENG�
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
j
Q
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
z
0
QN
SURVEYED: SCALE: DATE.
Q DAP HOR ONTAC`L r D 1983/1991 SEPT. 2017
4) DESIGNED:WG CITY OF SANITARY SEWER AND WATER NOTES FlELDBOOK:
� DRAWN: SES
RENTON PAGE:
ONE INCH DATUM ' DRAWING N0:
QN CHECKED: YAM AT FULL SCALE Planning/Building/Public Works Dept. C5. 32
IF NOT ONE INCH
CORE JOB NO. 16114 T NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY SHEET: 14 OF: 22
N
�O
0
0
0
Qt
CL
geI �j
0
X