HomeMy WebLinkAboutS-397302\
� 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