HomeMy WebLinkAboutW-3703030
M
r
TEMPORARY 2' GALVANIZED PIPE
AND 2' GATE VALVE
FINISHED GRADE
- INSTALL 2' PLUG ON TOP BLIND FLANGE
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
I
NEW WATER MAIN
VERTICAL CROSS FOR POLYPIGGING STATIONI
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP GF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
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;'1 8" GATE VALVE
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. 34+69.0 2' T. \
3'_A.51._BEI4D (MJxMJ)
;ONCRETE BLOCK
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23LF.,
MONROE AVE. NORTH
I hUUNU IACK & LEAD
IN MONUMENT CASE
STA. 10+00, NE 7TH STREET
PRIVATE ROAD INT'X
ST&_.18.+20.35 NE7th St.
STA. 30+00. PRIVATE ROAD
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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 UNDERGROUND
UTILIITES 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
SEE CONNECTION DETAIL PER CITY STANDARD
PLAN NO. 300.0
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STA. 30+40.0. 5'LT:-' `�
BEFORE EXCAVATION OF
°=
STA. 18+26.0. 18' LT.+/-
...._...
14-
BOTTOM OF - GE=404.75
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CUT -IN CONNECTION (BY CITY
FORCES)
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1-8"X6" -TEE (MJxFL)
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2W
1 -FIRE'' HYDRANT ASSEMBLY
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2-8" GATE( VALVEALL
(FLxMJ)
1 -SLEEVE (MJxMJ)
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1 -CONCRETE BLOCK
SHACKLED PER CITY STANDARDS
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1 -CONCRETE BLOCK
STA. 20+73.0 18'LT.+ -
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our
I 1-8' ADAPTOR (FLxMJ)
CUT IN CONNECTION (BY CITY FORCES)
1-8" TEE (FLxFL)
58LF., 8" D.I. WM
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2-8" GATE VALVES (FLxMJ)
mNOTE:
ALL TRENCH RESTORATION SHALL BE PER CURRENT
1 -SLEEVE (MJXMJ)
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CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
1 -CONCRETE BLOCK
ALL WATER SERVICES SHALL BE
1-8" ADAPTOR (FLxMJ)
1" SERVICE LINE
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'STA 36+80.0 T.
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ALL WATER METERS SHALL BE
1-8"X6" TEE (MJxFL)
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58LF
e" D.I.WM
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1—FIRE HYDRANT ASSEMBLY
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1—CONCRETE BLOCK
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EXISTING SERVICES TO BE
SAVED AND UTILIZED
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FOR NEW LOTS, RELOCATE
METER BOX BETWEEN SIDEWALK
4.00
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AND CURB, TYPICAL THREE
(3) LOCATIONS
GRAPHIC SCALE
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(lG��STA.
19041101)
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'-- "' MINIMUM
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SERVICE OFF "LIVE"
I
BE INSTALLED
illSERVICE
LINE
UNIDERT� SEPARATE PERMIT
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OVER (jyp� ^- --. _ �
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t32LE.,
45': BEND
BY CITY FORCES
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1 inch 30 feet
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I W-310303
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BEFORE EXCAVATION OF
SEE CONNECTION DETAIL PER
CITY STANDARD
...._...
14-
PLAN N0. 300.0
1E
I"
°'
NEW WATER LINE (TYP.)
.U_65,;5
�E� ;, 1'
ALL FIRE HYDRANTS TO BE
i0--�
SHACKLED PER CITY STANDARDS
•
.
STA. 20+73.0 18'LT.+ -
d
CUT IN CONNECTION (BY CITY FORCES)
1-8" TEE (FLxFL)
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rn
2-8" GATE VALVES (FLxMJ)
'-- { ;`---
1 -SLEEVE (MJXMJ)
LLFr 8 D.. WIM _
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1 -CONCRETE BLOCK
ALL WATER SERVICES SHALL BE
1-8" ADAPTOR (FLxMJ)
1" SERVICE LINE
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'STA 36+80.0 T.
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BOTTOM OF FLANGE=415.80
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ALL WATER METERS SHALL BE
1-8"X6" TEE (MJxFL)
J
58LF
e" D.I.WM
o
3/4" IN SIZE
1—FIRE HYDRANT ASSEMBLY
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1—CONCRETE BLOCK
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13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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BEFORE EXCAVATION OF
INSTALLATION OF
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14-
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NEW WATER LINE (TYP.)
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GRAPHIC SCALE
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'-- "' MINIMUM
MINIMU � �
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OVER (jyp� ^- --. _ �
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t32LE.,
45': BEND
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1 inch 30 feet
400
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Ann
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13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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Fssla•...••���
NAL 10/4/2013 NO. REVISION
SURVEYED
SCALE CITY OF
�D L OFFE, P.E. � rru +ow tw '•��
D.L. OFFE, P.E. RENTON
a «�^ DATUM
Planning/Building/Public Works Dept.
BY DATE APPR
NE 7TH SHORT PLATS
DONOGH HOMES / ENDURE INVESTMENTS, LLC
WATER PLAN/PROFILE
3513 / 3517 & 3603 NE 7th STREET
os/2o 2013
/
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