HomeMy WebLinkAboutS-397302o, 2f85.22, 9.00' RT
6" CLEANOUT i � 1N6" CAP M✓
388.22R/M 385.-3� / 15 PUBL/C WATER �, ( )
EASEMENT TOP NUT EL 384.49 (AB)
384.22 6" IE I-8LOWOFF ASSEMBL Y
CONC. BLOCK/NG i " Wy & PR (TYP��
4"x6" REDUCER ((A 8)
PVC AB - - �- - u- � STD. PLAN NO.340.5)
2LF 4
I( ) 6 CLEANOUT
22 1/2 VER77CAL END AB) I ^�
I - - Cl ° -- - 6" lE
I r 384.50
° �:
��- RIP E
�, Q,e�� , 45' R77CALVC (AB)
6 CLEA OUT 1 P
\ 388.08R/ 38 o a° A < BEND (AB) �A-6�� CLEANOUT 2' DEEP WITH 4x6
\ 388 08 6i IF -44 66 / � ,. � RIM 390.18 REDUCER (AB)
\ 2 pEq (A8)/ / �2 1/2 VERTICAL r ° I 6" D.l. WA R MAIN 6 /E �� 388.12
a ,<
6" C EANQ� T I i B ND (AB) > . ; : 4° 27LF 6" PVC
17R1M 1 --- I Q. "
• 4 -fr CLEANOUT
\ MJ 7 6 /E / I a BEND (AB) 29 M/N. TYP.) RIM 389.22
\ \ 6" C'LEA` OUT / AF 4 / PVC ( y "ELF 6 6 /E 3:5�8 387.22
2' DEEP WITH 4x6
\ .50R/M I °4 PVC (AB) 50 6" IE REDUCER (AB)
\ I ti" i o i „
\ / x6 IR01A (AB) I . 1 I 6 CLEANOUT
RIM 388-6.9 389.17
6"/ SCAL 1" 20
° °� ----- �'` 6ANOUT7 E. _
\ Ol j'' CL ANO 17L PVC 0 co $ 1 1 \ RIM 9- 389.15
\ 815 /M 2�' TYP �� o ; ° j `� 6-1 �¢ 38J 15 I 0 10 20 40
\ JWE 15 " /E a ;a / 4" CLEANOUT 3' DEEP WITH 4x6 REDUCER (AB)
\ \ 5' D (wB) I I. RlM 389.63
2LF 4" PVC (AB) d a o --- 6" lE �84 383.63
oF9s� \ 4"-6-� CLEA OUT ) I --- ° ° L- 1: 45• VERTICAL -- - 1 _ _ „
BEND AB 1 6 CLEANOUT
I
\ �IF
388." R/M 388.-34 388.90
I386.19 6 I 4LF 4 PVC (AB)
�i cy \ I 1 I o I 6" lE4&1-�'� 382.90
yT�T,o� 2 �EEP B) I / 4 "fir" CLEANOUT 3' DEEP N9TH 46
F' R/M 389.82 REDUCER (AB)
Ia 6 " IE BF� 386. 82
�c �< \ � / / I I i ; e :. i ' ' a i 1-b57.11, 9.�00' RT
6..
I 1 . II •� I ----- --- ---- 1 >^-8"x6" TEE (FL)
„ ---- - ------ I �a 1. < ' TO EL 38
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9Q so \ 6 CLEANOUT l 1 I I I a h P NUT 2.27 AB j
p e L.�'j• I I ( /
QJ Goo \ \ 388.16R/M f� ' � � l � ., .. i. I ° a I / I 1N8" ADAPTOR (FLXUJ)
\ 383.16 6 /E/ 1N6" GATE VAL VE (FLxM✓)
\ 5 DEEP AB J22 1/2' I VER77CAL ; i o TOP NUT EL 382.47 (AB)
4"-6� CLEANOT BEND (AB) 1 �4LF 4" PVC (AB) - 5 LF 6" DI
® 388. 65R, M 4849 9- � 1 V R A ( � \ FIRE HYDRANT ASSEMBL Y
386.65 6 If 384 IL BENQ (AB _ _ Ji 1N8'x6 REDUCER (FLxFL)
2 DEEP (ABB) 2LF 4" PVC (AB) OC 2LF 4" PIS >N6 GATE VALVE (FLxM✓) EX/STING >6
\ " U' �,' ® BOTTOM OF FLANGE EL 386.77 (AB) TRANSMISSION LINE
4 x6 REDUCER (AB)� ' r '5 DEEP (AB) s �
- 16 PVC CONC. BL OCK/NG
\ / LEE]
FIRE HYDRANT ASSEMBL Y »
CLEAN T I EXISTING 8
\ 0� _ o IN LANDSCAPED AREA
\ \ I sr DED/CA 110 \ ➢ ® M 38805
\ I _ RIM J87.03 MB)
\
\
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-S-00260
390
370
360
CORE JOB NO. 16114T
w /
C3 #8011, TYPE I w w
RIM EL=372.3rJ
8"CMP(S)IE�369.85 /
s
s
<
MF 6" P
J.
\8 DEEP (AB)
:;:""`. """.I
": '.....: HANNEL=368.9�
IN
:.`:.r. NW, OUT
w
-
w
\ 377.0��
w \ / w
w
/ 4:::`
w :` :..
t 5f 00 -
1f 11.00, 7.60' RT
1N12"x8" TAPPING TEE (FL)
I-8" TAPPING VA VE (FLxM✓)
CONC. BLOCK/NG
® SEWER MAIN
S-03
SS
/ 15Lf 6" PVC / EX/ G METER TO BE/ / SSVH #8056
w 0° AWYAS) US D lRR/GATION. W RI 41 EL=397.46 W
COIN ECT TO EX. SEWE�MA/N #�/ W W C R CHANNEL=390.50
L CA ON. 8, YPE / �" W, OUT
RIM EL= 03 w w w
w) / w w 8CMP(SE=389.40
l 7fOO
oo sf- - �-
PAVEMENT RESTORATION o CB #8019, TYPE I SOUTH PUGET DRIVE
AREA PER STD. PLAN RIM EL=392.82 (PUBLIC RIGHT OF WAY)
H032-1 8"CMP(N)IE-387.33
18" CONC(S)IE=386.76
18"CONC(W)IE=386.52
400 f HYD-S--00259
390
370
360 LEGEND
390
1+00 1+50 2+00 2+50 3+00 3+25
EX. SURFACE TEXT
EX. CONTOUR MA✓R
EX. CONTOUR M/NR
PROP. SURFACE TEXT
PROP. CONTOUR MA✓R
PROP. CONTOUR M/NR
HYD-S-00258
STANDARD UTILITYNOTES
GENERAL
1. ANY DEV/A TONS REGARDING THE WA TER AND SEWER IMPROVEMENTS
SHALL BE SUBMITTED TO THE C/TY OF RENTON, UTILITY DIWS/ON
ENGINEER FOR APPROVAL PR/OR TO IMPLEMENTATION /N THE FIELD.
2. ALL WORK AND MA TER/ALS SHALL CONFORM TO THE STANDARD
SPEC/F/CA7IONS AND DETAILS OF THE C/TY OF RENTON. WATER AND
SEWER SPEC/F/CATIONS AND DETAILS SHALL BE THE SPEC/F/CA77ONS
AND DETA/LS /N EFFECT ON THE DATE OF APPROVAL OF THESE
CONSTRUCTION DRAWINGS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
EXISTING UNDER- GROUND UT/L/T/ES. CALL UNDERGROUND LOCATE
SERVICE, 1-800-424-5555 FOR UTILITY MARK/NG.
4. NO WORK SHALL COMMENCE PR/OR TO A PRE -CONSTRUCTION
CONFERENCE AT THE CITY OF RENTON.
5. COORDINATE W/TH LANDSCAPING /MPROI/EMENTS. NO TREES SHALL
SE PLANTED W/TH/N 8 FEET OF WATER OR SEWER IMPROVEMENTS.
WA TER
1. ALL FIRE HYDRANTS SHALL BE COVERED WITH A BURLAP SACK UNTIL
THE WATER SYSTEM HAS BEEN PLACED INTO SERVICE.
2. F/RE HYDRANTS SHALL BE EQUIPPED WITH 5" LOCKING STORZ
CONNECTORS.
3 EACH UNIT SHALL HA VE A MIN/MUM OF A I" DOMESTIC WA TER L/NE.
4. THERE /S A 15' PUBLIC WA TER EASEMENT AROUND WA TER MAIN AND
FROM THE WA TER MAIN TO AND AROUND THE WA TER METERS.
SEWER
1. SIDE SEWERS SHALL HA VE A MIN/MUM SLOPE OF 29
2. NEW SANITARY SEWER MAINS SHALL BE PLUGGED AND NOT PUT INTO
SERVICE UNTIL LINES HA VE BEEN CLEANED, FLUSHED AND TESTED.
W-397302
S-397302
CONSTRUCTION
RECORD DRAWING
ygIDEKO
�•oF'wAsy�� CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
Z•
PLANNING
• 41846 � DESIGN SURVEYING
�oAFss ONAL �NG\���
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
17-IZ-1�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: DAP
SCALE'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
.
CITY OF
• RENTON
Planning/Building/Public Works Dept.
SANITARY SEWER AND WA TER
PLAN AND PROFILE
UAI
2017
DESIGNED: i/MG
FIE BOOK:
PAGE.
°""W"(;%R)
SES
ONE INCH
DRAWING N0:
C5 01
CHECKED: MAU
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED: SHY
SHEET: f2 OF. 22