HomeMy WebLinkAboutWTR2703471.10
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LEGEND
PROPOSED GATE VALVE
—
TEE (FL)
ADAPTER (FL X MJ)
a
CONCRETE BLOCKING
BEND (MJ) W/BLOCKING
0
SLEEVE (MJ) OR FLEX COUPLING
PROPOSED WATER MAIN
W
EXISTING WATER MAIN
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PROPOSED FIRE HYDRANT ASSY.
EXISTING FIRE HYDRANT ASSY.
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EXISTING WATER METER
—SS SS--
SEWER MAIN
ASPHALT RESTORATION
'
MATCH EXISTING SECTION
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EXISTING MANHOLE
CATCH BASIN
_CT ST-
EXISTING STORM
16'X16'X8' WET
TAPPING TEE
(MJXFL)
8' TAPPING GATE
VALVE (FLXMJ)
!N L CONNECTION BY
CITY FORCES
STAi 11+85.07
a SAW CUT 4' TRENCH
REPLACE ASPHALT AND PAVEMENT
MATCH EXISTING PAVEMENT SECTION
(26' TEST TEE WITH PLUG FACE UP (TYP,)
24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034 c+
@ 13.20% 16, F
4 24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034
@ 16327
5� 6' SURFACE CLEANOUT WYE (TYPJ
I
® 4' DI
SAW CUT 4' TRENCH
REPLACE ASPHALT AND PAVEMENT
MATCH EXISTING PAVEMENT SECTION
NOTE:
BOUNDARY AND TOPOGRAPHY ARE BASED ON
MAPPING PROVIDED TO E3RA BY GEODATUM SS
AND OBSERVATIONS MADE IN THE FIELD. THE
INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD
SURVEY BY E3RA.
ALL DETAILS CAN BE FOUND ON CITY OF RENTON WEBSITE
STANDARD DETAILS, SEE SHEETS 4 AND 5 FOR NOTES.
SEE SHEETS 9 AND 10 FOR DETAILS
THIS PLAN SUPERSEDES ALL PREVIOUS PLANS
ALL UTILITY SHALL BE POTHOLED AND VERIFIED BY CONTRACTOR
PRIOR TO BEGINNING CONSTRUCTION. SHOULD CONFLICTS EXIST THE ENGINEER IS
TO BE NOTIFIED IMMEDIATELY.
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
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135.2'
F1+80 I
I i
�25.6'
STA: 1
14
+70
I wl
' ' r
I ao h
EAASS DISK
W/PUNCH IN 3"x3" CONC
z POST IN ASE y
-1+60 i
i
STA: 11+20
A
D4 ' N❑RTHING: 53756.917
I EASTING: 395980,70
1 STA: 10+00
316.07'
BEARING)
FOUND
1 1/2" BRASS DISK S. 6th STREET
W/PUNCH IN 3"x3" CONC
POST IN CASE
(C.O.R. PT #1898)
NORTHING: 53756.917 i +20
EASTING: 395983.750
j 0+10
i
EXISTING FIRE HYDRANT
0+00
FIRE HYDRANT
Q Jiur_ JLWr_m
IE: 23,50 (APPROXIMATE)
MAINTAIN MIN 2' COVER
EXISTING SSMH
RW=25.93
IE=17.79 8" N
iE=17.79 8" S
10 0 10 20
SCALE IN FEET
66 ok
ro-
Vowca�tr'
st►v��s. f� 3 �
I
I SSMH
RIM=27.91
I__IE=23.40 8" S
i 6' CI SADDLE
I
�— IE 20.49
i
s 1-8' VERTICAL CROSS
(FOR POLYPIGGING)
i 2-8' BLIND FLANGE W/2' TAP AND
3
o, 2' PLUG
d' 1-8' PLUG (MJ)
r`
2' PERMANENT BLOW —OFF ASSEMBLY
I SEE DETAIL B114 AND B105 SHEETS SHEET 10
> STAt 13+25.07R
�-- NORTHINGj 53842.59
m EASTINGs 396024.66
i
NOTE:
SEE SHEET S-1 SURVEY BY GE❑DATUM INC. FOR VERTICAL AND H❑RI70NTAL C❑NTR❑LS,
ALL TRENCH REST❑RATI❑N SHALL BE PER THE CURRENT CITY OF RENT❑N TRENCH REST❑RATI❑N
AND STREET OVERLAY DETAIL,
SW 1/4, SE 1/4, SEC 18, TWN 23N, RGE 5E, W,M,
530 SHATTUCK AVE S
RENT❑N, WA 98057
- _
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
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Date Iyw�'
'Al Date 9 08
DateglslQ.?
p J� PROJECT: Renton Triplexes
No, Date Revision BY RA Inc. 5 E. Bh'1 Renton WA
1 5/5/08 RESPONSE TO CITY COMMENTS CRL gg02 29th Ave. W. _ ��``$og CIA S���TITL :Water, Side Sewer, and \'
_- 5 Q�
2 6/15/08 RESPONSE TO CITY COM' ,AFNITQ CRL Suite B102 Fire Plan
Everett, WA 982041.
3 7/17/08 RESPONSE FIRE COMMENTS CRL - �tr
425-356-3372 ,� f '�o ,� � � DESIGNER: CRL JOB NO: T07250
IST
4 8/7/08 RESPONSE CITY COMMENTS CRL 425-356-3374 f11 <'{ ass ONAG�Q_ Q `; BY: CRL SCALE: 1 "' = 10'
WWW.e3ra.com CHECKED BY: RCE SHEET- 4
EXPIRES 0, 3 }Q
DATE- 6/15/08 FILE: phrent.d
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