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EX SS MH
RIM EL= 208.5
IE EL=196.95
(CNTR CHNL)
EX 8" S.S
STA. 5+37.95f 8.5' LT
1-12"02%8" TAPPING TEE (1139
1-8" TAPPING GATE VALVE (FLxMJ
W/ CONC THRUST BLOCKING
SEE TIE-IN DIET THIS SHT
SEE NOTE 7 - SHEET 10
ASSUMED MIN. OF 3' COVEOR.
00
It
9.7 16'
0
III i
CAI 00 EX WATER METER EXISTING FENCE
i
(TYP)
o - - WATER NOTES:
• �i 1. WATER LINE DISTANCES SHOWN ON i THES
E PLANS ARE FROM
z
CENTER OF FITTING TO CENTER OF FITTING
,
STA. 6+43.0 14.0 LT 2. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
i
STA. 6+13.5 15.5' LT - __ RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
3/4 DOMESTIC WATER ' - � -
SEE DETAIL ON SHEET 4.
1-FIRE HYD ASSEMBLY N
SERVICE METER ( TYP.
SEE DETAIL SHT 11 _ �n 3. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
-SEE DETAIL SHT 11 N VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
4. CONTRACTOR TO MAINTAIN 1.0' MINIMUM VERTICAL CLEARANCE BETWEEN BOTTOM
f EX WAT METER 1 -113' 4" .I. CLASS 52 W TER LINE C w 11"A POLYuj"P OF CB#1 AND TOP OF 8" D.I. WATER LINE; AND 1.0' MINIMUM VERTICAL
16' 0- CLEARANCE BETWEEN BOTTOM OF 8" D.I. STORM LINE (FROM CB#2 TO MH#2) &
TO SERVE LOT 1 2
TOP OF 4" D.I. WATER LINE. CONTRACTOR MAY NEED TO INSTALL
(RELOCATE TO p 11.25, 22.5' OR 45' BENDS TO COMPLY WITH MINIMUM 1.0' VERTICAL CLEARANCE
25 25 BACK OF WALK) 1 4REQUIREMENT.
STA. 5+47.7 30.8 LT V)V) (0 1 �,
ADDITIONAL 1 15' WATER
8'x10' HYD \ESM T N
•
• WATER E§M'T �- ' co "�d- � I I i
I
0 13+00
0
-+-- Ln ap _ - __
0
- - -
c� a,-
-- 00
00
R&F - TYP
STA. 7+24.5 5. LT
N 76' 8" D.I. SSS - TYP
CLA 52 WATER LINE STA. 6+13.5 8.5' LT A. 7+24.5 3.5 LT
Wi,M 90L4 WRAP 1-8"x8%6" TEE (MJxFL)
1-8" VERTICAL CROSS (FOR PIG CLEANING F LINE)
1-6 GATE VALVE FLxMJ
1-6" D.I. LENGTH AS REQUIRED STA. 7+26.5 8.5' LT
W/ THRUST BLOCKING 1-CONCRETE BUCKING
1--8"x4" REDUCER (MJxMJ) 2-4" BLIND FLANGES W/2"
JxMJ VALVE " �
1-4GATE V � (M ) TAP & 2" PLC --(ON TOP)
(crlsfat 4" POLITi SOW WS' REAM Of 8 `x4'1 R£DucER 1-4" PLUG (MJ) W/ 2" TAP AND
PERMANENT 2" BLOWOFF PER.O.R.'
- STD PLAN B105-SEE DIET SHT 11
II j I
I12 QQ
o�
Ln EX SS MH N W I
RIM EL= 206.00
-4&;
:t 10' P
TESTING DETAIL
STA 5+37.95 8.5' LT
1 - 12"X12"X8" TAPPING TEE (MJXFL)/W CONC. BLOCKING
1-8" GATE VALVE (FLXMJ) A a
1-8" VERT. (CROSS) (MJXFL)-FOR POLYPiG
2-8" BLIND FLANGE W/2 TAP & 2" PLUG (ON TOP OF CROSS)
1-8" BLIND FLANGE (ON BOTTOM OF CROSS)
1-8" PLUG(MJ) W/2" TAP & 2" TEMP. B.O. ASSEM.
2-TEMP. CONC BLOCKS
V • it It 'Da . W ivf%
(DRAWING NUMBER W-230507)
* AFTER ALL TESTING, CLEANING & DISINFECTING
STA 5+37.95 8.5' LT
1-8" SLEEVE (MJXMI)
REMOVE TEMP. B.O. ASSEM.
8" PLUG & TEMP. CONC. BLOCKS 6
INSTALL 8" DI NIPPLES SIZED TO FIT.
N.T.S FINAL CONNECTION DETAIL
N.T.S.
CUT
SEE SHEET 2 FOR UTILITY SEPARATION EXHIBIT
GRAPHIC SCALE
zo o ,a
4yx 411 %J6,91 CALMC0055 C M3Ic FL� ( IN FEET )
FOR RE MOV R�, OfV 0 Li -'Pi 6R " Il inch = 20 ft
tip
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK
i- 5" STORTZ
:2vp3so3
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN RC
FILL
HYDRANT LOCATION IN CUT OR FILL
N.T.S.
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
UNDERGROUND SERVICE (USA)
SCANNED NOV - 7 ZOOq
RECOMMENDED
FOR APPROVAL
BY Asm., 6PA-N/ - 9 IL/O
BY
BY
so
0001's-io
�'� nAyt
iW Z'
0;
O \ 17670 ��
�,f'y' •-„STEP..- JQ,
r
N4i LANDS
AVOID CUTTING UNDERGROUNE
UTILITY LINES. ITS COSTLY!
C a I I
before you
Dig
2847
/�NASL
/
EXPIRES
5-13-03
STAMP NOT VALID UNLESS SIGNED AND DATED
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�' ` SCANNED FEB 15 2002