HomeMy WebLinkAboutW-370301NOTE
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
TEMPORARY 2' GALVANIZED PIPE: APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
AND 2' GATE VALVE RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
O
O FINISHED GRADE ELEVATIO - - HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION: NO
Ch MONROE AVE. NORTH REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
r STA. 32 +25.6 2.4'LT. INT'X MONUMENT ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
//INSTALL 2' PLUG ON TOP BLIND FLANGE
/ AFTER REMOVAL OF POLYPIG 1 -8" 45' BEND (MJxMJ) RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) / STA. 32 +52.4 2.6'LT. 1- CONCRETE BLOCK FOUND TACK & LEAD NOT SHOWN IN THEIR PROPER LOCATION.
IN MONUMENT CASE
4 FT MIN. COVER (12 -INCH DIAMETER AND ❑VER) 1 : -8" 45° BEND (MJxMJ) STA. 10 +00, NE 7TH STREET
1- CONCRETE BLOCK STA. BEFORE YOU DIG, 1- 800 - 424 -5555
�/ '� + PRIVATE ROAD INT'X
(� " > - ` ' -. - �� y- , -..._� �_� r ' u, _ :, p
STA. 18 +20.65, NE 7th St.
�' .... o STA. 30 +00, PRIVATE ROAD
Q NEW WATER MAIN POLYPIG f / %_� \I _ -
...1 e I �� ''-'� 184LF. 8' D.I. WM
\,Xl SEE CONNECTION DETAIL PER CITY STANDARD
PLAN NO. 300.0
VERTICAL CROSS FOR POLYPIGGING STATIGN1 Q ).i 24LF., 8 "D.I. WM SSIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE - STA. 30 +40.0 S' _ I vERTICAL CROSS <MJ x FU �� BOTTOM OF �LANGE- 404.75 CUT N CONNECTIO (BY CITY FORC )
U) ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP 4 2' TEMPORARY BLOW -OFF ASSEMBLY "'�. ! -� I it m r , 1- 8 °ITEE (ALL FL N 1 -8'X6' -TEE (MJxFL) r ES (REMOVE BLOW OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') 4W' I' I r 2 -8" GATE VALVES (FLxMJ)
" 1 -FIR , HYDRANT ASSEMBLY 'i ONE BLIND FLANGE ON BOTTOM OF CROSS h ((�' 7( ONE PLUG (MJ) ON END OF CROSS ..,� i �j fry � i ;i I 3W 2W ,Lt / 1- SLEEVE (MJxMJ)
1 CONCRETE BLOCK w I 1- CONCRETE BLOCK
W CONCRETE BLOCKING �'i' \�� J of p I 1 1W y "� 1 -8" ADAPTOR (FLxMJ)
Z ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE i;o - /� �: 58LF., 8" D.I. WM
DISINFECTION OF NEW WATER MAIN ` f + i I '/,
`*e., �'� Iro I-- F '�.. z I NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
:"� ` /rr�'^•�._ �� ,': ! F,l CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
10 zr
J 9
B „4 WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING -- - - - -- --
-- -
'` I fm EXISTING SERVICES TO BE SAVED AND UTILIZED
x STA. 3/5 +35.0 5'LT.; ' to
n: I ,, FOR NEW LOTS, RELOCATE METER BOX BETWEEN SIDEWALK
c L. - -_, ,,,,, _I 60 1” M OF FLANGE=,404.00 - I AND CURB, TYPICAL THREE (3) LOCATIONS
v w l 4M I N -I 1/ -8 "X6" TEE (ALL FL) s 0 -- - - --{-
's r I 1 FIRE HYDRANT ASSEMBLY
Il- CONCRETE BLOCK ) I Cam. ;� �•�
''� v I m I /1 8" GATE VALVE (M JxMJ) 2M 1 M
u
3M % STA. 19 +98.0
SERVICE OFF "LIVE"
I - - _ - I MAIN, TO BE INSTALLED
1i j f II I+ ,i 1" SERVICE LINE b f
UNDER SEPARATE PERMIT
CITY FORCES
t / 0
I / SEE CONNECTION DETAIL PER CITY STANDARD
PLAN NO. 300.0
I.(}o .r. ..
3E 1E J I Asia
I C p ALL FIRE HYDRANTS TO BE
— SHACKLED PER CITY STANDARDS
- STA. 20 +73.0 18'LT.+ -
1 CUT -IN CONNECTION (BY CITY FOR
./ 23LF., a, "DiiI:'FR1'
1 r 1 I., 1 -8" TEE (FLxFL)
!! i ';a 2 -8" GATE VALVES (FLxMJ)
STA 34 +69.0 2' 1 -S E (MJX )
1 '._aEND' MJxMJ ! _ , a D[ wM �^� _ 1 CONCRETE SMOCK ALL WATER SERVICES SHALL BE
45!
_BEND'
BLOCK _36 +00 -- _ -8" ADAPTOR (FLxMJ) 1 " SERVICE LINE
i -'. _` -
STA. 34 +94.3 21T. /STA. 36 +80.0 T. j �< 0 I t;s 15
1 -8" C BEND (MJxMJ) // BOTTOM OF FLANGE= 415.80 r ALL WATER METERS SHALL BE
1- CONCRETE BLOCK / f�>'.?rC' `" ,�.,"
1 -8 "X6" TEE (MJxFL) 58LF., 8" D.I. WM 3/4" IN SIZE
1 -FIRE HYDRANT ASSEMBLY
1- CONCRETE BLOCK
O L
W W
j Z
415 a
ol= FILL AND COMPA T ROADWAY TO FINAL SUBGRADE
0'+ p BEFORE EXCAVATION OF INSTALLATION OF
0 O
O
NEW WATER LINE (TYP.)
-P
M
410 .
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GRAPHIC SCALE
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BIZ
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COVER " 1
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1 inch = 30 feet
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Ann
SURVEYED muc ��++� rw ,
a�' y;a SCALE N0�°" D10°°°' CITY OF NE 7TH SHORT PLATS 06/20/2013
13932 SOUTHEAST 159TH PLACE m aG »
D.L OFFE, P.E. rnnamc
RENTON, WASHNGTON 98058 Z' '� RENTON DONOGH HOMES /ENDURE INVESTMENTS, LLC
PHONE: 425 - 260 -3412 P'.P �' D.L. OFFE, P.E.
o F.c /STER:'�V� o ®�tt r DATUM Planning/Building/Public ATER PLAN /PROFILE
CONTACT: DARRELL OFFE, P.E. s/ Nai"Ed i J ME P� g /Building /Public works Dept. 3513 / 3517 & 3603 NE 7th STREET
10/4/2013 NO. REVISION BY DATE APPR
9 lA-
r°�:0 WATER