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W/M STA. 0+50 = 20+08.499 8.4' RT- - ----CONTRACTOR NOTE
INSTALL 12"X12"TEE (FL. X FL.)" 111,11
CONCRETE THRUST BLOCKINGfm . '� ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION.
,
3 12" GATE VALVE (FL. X M.J.)
.
ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN .
NIPPLE (M J X M J)
2 - 2.5 D.I. .. .. AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY/111
2 - 12" LONG SOLID SLEEVES (M.J. X M.J.) v
CONNECT NEW 12" WA RTO I OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF
T I I THOSE RECORDS AND SURVEY FOR THE FINAL LOCATION OF
EXISTING 12" D.I. MATER EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION :, I I : , " /
PER T1Y, "OE'��N ON °STA ARD 300.4I I ,
'�" "'� CONTACT THE UTILITY OWNER/AGENCY. /6 L.F.
SEE NOTE 5
1 " TYPE K P,PE-R TI"BING
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EXISTING WATER METER (TYP)
j ; POT HOLD 'ItEQIS`fD SEE NOTE 8 I 46 L.F.
SEE N011= 5
6" CL. 52 D.I. PIPE
I i,„"" EXISTING 8" C.I. WATER LINE I I _
TO BE ABANDONED BY CITY F RENTON 53 L1111, �:_" ,J�� i_,,,� � i� � i5,?
1i �.F.
AFTER 12" WATER MArN INS ELATION 1- 2 " TYPE K
1111 _ I COPPER TUBING
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--� STREET RESTORATION
�y/�������� PER CITY OF RENTON STANDARD W/M STA. 3+25 22+83.88, 8.45' RT
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ENLA ED WATER UTILITY
ECTIDETAIL SHEET C3.0
k /U. 3+42 = STA. 23+00.93, 5.47' LT
;�7A;NEW FIRE 14YDRANT ASSEMB Y
PER CITY OF RENTON STANDARD 310
FLANGE ELEVATION=S 44.88
36 L. F.
6" CL. 52 D.I. PIF
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70 L.F.
4" CL. 52 D.I. PIPE
INCLUDING BYPASS � _
23+17.24, 11.9" RT
INSTALL 12" GATE VALVE (FL. X 4A. .
W/M STA. 4+50 �. �F09�0, �7' LT
INSTALL NEW FIRE HYDRANT S MBLY
PER CITY OF RENTON STAND R 10�
FLANGE ELEVATI = 45.03
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CITN' OF RENTON
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_ _�T� += __ STA._24+9� .0 _25. LT
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PER CITY OF RENTON STANDARD 310.1
FLAN TION= 44,57
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REPLACE 4 12 X 2 �% INSTALL 4 DOMESTIC WATER UNE AND METER tl�t/A T PIP 1'*1
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/ IN,STALL 1 2 COMMERCIA WATER U E AND METER
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CONCRETE PANELS
PER CITY OF RENTON STANDARD 320.4 MIN. 4' OF C/ER
■
R CITY CIENTON STANDARD 320 2 PROVIDE DDCVA ASSEMBLY WITHIN BUILDING MECHANICAL ROOM n
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°�STiN`G 6 WATT LINE TO REMAIN, "
Lel N BUIL G
EXISTING 12 STORM DRAIN LINE C.I.
WATER LINE (A
BA N
/; % 9 L.F. TO BE ABANDONED BY CITY OF RENTON
I'll"POOTECT IN PLACE 15 L.F. IV
EXISTING SIDE SEWER (TYP) 12" CL. 52 D.I. PIPE 12" CL. 52 D.I. PIPE 93 L.F. AFTER 12" WATER MAIN INSTALLATION
�11N. 4' OF COVER MIN. 4' OF COVER 12" CL. 52 D.I. PIPE
" POT HOLE REQ _ MIN. 4' of covER GRAPHIC SCALE
UESTED TYP
EXISTING 12 D.I. WATER LINE SEE NOTE 4 W/M STA. 3+36 = STA. 22+94.'93', 10.93 RT
INSTALL 6" FIRE UNE &DDCVA ASSEMBLY W/M STA. 3+39 =STA. 22+97.50, 10.93 RT zo o 10 20
EXISTING 66" STEEL WATER UNE, 8' COVER, VERIFY MAINTAIN 7.5' HORIZONTAL SEPARATION
WITHIN BUILDING SPRINKLER ROOM INSTALL 1" IRRIGATION WATER UNE METER & DCVA ASSEMBLY
(OUTSIDE WALL TO OUTSIDE WALL) WITH POST INDICATOR VALVE PER CITY OF RENTON STANDARD 320.1 & 340.8
P LAN " PER CITY OF RENTON STANDARD 360.5
aA
EXISTING 52" STEEL WATER UNE, 8' COVER, VERIFY
BETWEEN NEW 12 WATER LINE AND EXISTING STORM C
SCALE:1 "= 20' 6 L. F. 1 inch = 20 ft.
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1. WHERE NEW WATER LINE CROSSES EXISTING UTILITIES (EXCEPT SANITARY SEWER
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3. CATHODIC PROTECTION NEEDED FOR THE NEW 12 WATER LINE WHERE THE
SHORTER NIPPLE PIECES AS NECESS RY TO CONSTRUCT THE DESIRED TIE-IN. 9.
THE CITY OF RENTON WATER
AND STREET DEPARTMENT CREWS WILL RESTORE
.�
AS NOTED BELOW), PROVIDE MINIMUM 1' CLEARANCE. IN LOCATIONS WHERE 1'
EXISTING 66" SPU TRANSMISSION MAIN CROSSES. CATHODIC PROTECTION IS TO 6.
CONTRACTOR TO REPLACE TRAFFIC INDUCTION LOOPS AS NECESSARY DUE TO
THE ROADWAY TRENCH CROSSINGS RELATED TO THE TRANSFER OF THE EXISTING
THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND
MINIMUM CLEARANCE CANNOT BE OBTAINED, PROVIDE AND INSTALL ETHAFOAM
BE INSTALLED PER DETAILS PROVIDED BY THE CITY OF RENTON FOUND ON
WATER MAIN INSTALLATION.
WATER SERVICES TO THE NEW 12 WATER MAIN IN MAIN AVENUE S. CITY CREWS
ACCEPTED PRIOR TO ABANDONING THE EXISTING 8" AND 6"
CUSHIONING.
SHEET C5.5. UTILITY CONSENT LETTER NEEDED FROM SPU FOR CROSSING OVER 7.
APPROXIMATE SIZE AND DEPTH OF Ti -'E EXISTING COMMUNICATION DUUT THAT IS
WILL RESTORE THE CONCRETE
ROADWAY AT S. 3RD FOR THE ABANDONMENT OF
WATER MAINS. ALL EXISTING WATER SERVICES ALONG MAIN
2. WHERE NEW WATER LINE CROSSES AN EXISTING SANITARY SEWER, WATER MAIN
THE EXISTING SPU WATER LINES.
CROSSED AT W/M STA. 5+74 IS BASED ON ASSUMPTIONS FROM UTILITY RECORD
THE EXISTING 8" WATER MAIN
ON THE WEST SIDE OF THE ROAD. THE CONCRETE
AVENUE S. BETWEEN S. 2ND STREET AND S. 3RD STREET WILL
SHALL BE 1.5' MINIMUM ABOVE THE CROWN OF THE SEWER PIPE. IF 1.5'
4. THE PROJECT DEVELOPER SHALL SECURE BY POTHOLING THE EXCAVATION, SIZE,
DRAWINGS IN THE AREA. CONTRACTOR TO POTHOLE AND LOCATE THE EXISTING
RESTORATION WORK RELATED
TO THE ABANDONMENT OF THE 6" WATER LINE ON
BE RECONNECTED TO THE NEW 12" WATER MAIN BY THE CITY OF
VERTICAL CLEARANCE CANNOT BE OBTAINED, A FULL PIPE LENGTH SHALL BE
AND TYPE OF EXISTING UTILITIES CRITICAL TO CONSTRUCTION PRIOR TO FINAL
COMMUNICATION DUCT PRIOR TO WATER MAIN INSTALLATION.
THE EAST SIDE OF THE ROAD
TO BE COMPLETED BY CONTRACTOR UPON
RENTON. THE CITY OF RENTON WILL ABANDON 8" AND 6"
INSTALLED CENTERED OVER THE SEWER CROSSING. THE CITY OF RENTON MAY
ENGINEERING DESIGN. 8.
EXISTING WATER METERS ALONG MAIN AVENUE SOUTH THAT ARE CURRENTLY
CONNECTION OF THE NEW 12"
WATER MAIN TO THE EXISTING 12" WATER MAIN.
WATER MAINS. CONTRACTOR CAN COMMENCE WITH THE
IDENTIFY ADDITIONAL CROSSING REQUIREMENTS, SUCH AS CASING THE WATER
5. CONTRACTOR TO POTHOLE AND LOCATE EXISTING 8" C.I. WATER MAIN PRIOR TO
SERVED BY THE EXISTING 6" AND 8" WATER LINES WILL BE RECONNECTED TO
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REMAINING UTILITY CONSTRUCTION WITHIN THE RIGHT OF WAY.
MAIN PIPE OR ENCASING THE EXISTING SEWER MAIN IN CONCRETE.
12" WATER MAIN INSTALLATION. CONTRACTOR TO USE PIPE DEFLECTION OR
THE NEW 12" WATER UNE UPON COMPLETION.
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D.I. WATER MAIN
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PLAN &PROFILE
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