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HomeMy WebLinkAboutW-375101N
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TEMPORARY 2' GALVANIZED PIPE
AND 2' GATE VALVE
FINISHED GRADE ELEVATION
///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 POLYPIG ,�'' . •.J. �', J'
D
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL
CROSS (MJ X
FU
t
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4" END CAP MJ
ONE BLIND
FLANGE GN
TOP OF
CROSS WITH 2' TAP & 2' TEMPORARY BLGW-OFF ASSEMBLY
2 PERM.
BLOW OFF
(REMOVE BLOW -OFF ASSEMBLY
AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG')
CONCRETE
BLOCK
ONE BLIND
FLANGE ON
BOTTOM
OF CROSS
PER CITY
OF RENTON'
ONE PLUG
(MJ) ON END
OF CROSS
STANDARD
DETAIL #340.1
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
vv ILl\ Iyi/ l I I IyL II IVVlIVI/MINI"
VERTICAL CROSS FOR POLYPIGGING \ \
CUT AND CAP
3 -EXISTING SERVICES AT WATER
MAIN, UNDER SEPARATE PERMIT, ( \I
BY CITY FORCES.
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INTERSECTION
STA. 10+00
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CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058 G
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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'I Ila II 1 rn r PIANIER
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1-8"x6" TEE (MJx
1 -FIRE HYDRANT
1-6" GATE VALVE
1-8"x4" REDUCER
1-4" GATE VALVE
1 -CONCRETE BLOI
ALL WATER SERVICES SHALL BE
1" SERVICE LINE PER CITY
STANDARD DETAIL #320.1
EALLATER METERS SHALL BE
3/4" IN SIZE
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+
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FLANGE=451.10
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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 ND
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
17eA1 IIIIII-fts I I S � IPi0Owl II
' O PER CITY DETAIL
+ REMOVE CAP AND BLOWOFF
i + DEFLECT PIPE AT I i «
I 1 9I MANUFACTOR I _FENCE k CAHtrcc� 'N bR1S111Hn $ Wmau
RECOMMENDATION CONTRACTOR TO COORDINATE WITH
�+ CITY OF RENTON WATER DEPARTMENT
+ TO SHUT OFF 8" VALVE.
+
147LF. 8 D. WM 1.4+00,
NE 25th STREET
SHED
SHED W=375 101
Jb'i6 W y\
r W I r
of
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
G_I CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
UCITY OF
SRVEY &MAPPING SCALE nonuartw wn iam/\va+ �, � RENTON 'I'
D.L. . OFFE, P.E. I REN I ON
_ .0
NALR�'�G\ 09/-1.!1./2014 N0. REVISION _ BY DATE APPR OFFE, P.E.DATUM Planning/Building/Public Works Dept.
T
GRAPHICSCALE
0 15 30 60
1 inch = 30 feet
pp RECOMMENDED FOR APPROVAL
By-N(SrM, (1k6+Y./ nate, 9 14
By' Dnte-
Bye Date,
Byl -- unte- _
MAY CREEK COURT SHORT PLAT
VINEYARDS CONSTRUCTION, LLC
WATER PLAN & PROFILE
2530 DUVALL AVENUE NE
CD" Vq-37 5 01
09/1 /201
00©