HomeMy WebLinkAboutW-394916CONSTRUCTION NOTES:
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SEE SHEET W-3
FOR CONTINUATION
CONTRACTOR TO ROTATE 11 1� 1 I 1
450 BEND AS NEEDED TO I I�� I I � 1
MAKE CONNECTION
Ih 1 �•' D — I �
APPROX LOCATION
OF EXIST 6"W
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C/� �� I
CONNECT TO EXIST 6" W
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HIGH SCHOOL N
ACCESS ROAD w-4
2
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0
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I STA SO+94
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1I•-�
1-12"x8" RDCR
2-8" 45° VERT BENDI
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1
44
1 00
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1 cSTA A r; 42,-- T�
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I STA S1+00, 0' LT = STA A11+48, 11' LT
11-12" TEE, FLG
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37'
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ail
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STA SO+66, 0 RT
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1 +R"x8" 1-8"x6" RDCR, RJ
1-6" 450 BEND, RJ
1-6" SOLID SLV, RJ w I III
1-TB
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE I BY
PROVIDE TEMPORARY
SUPPORT AND PROTECT
EXIST FO DUCT DURING
CONSTRUCTION
0
FOR CONTINUATION
SEE SHEET W-3
PLAN
0 10 20 40 60
SCALE: 1"=20'
2 SEE SHT G-6 FOR STATION CL NORTHING
AND EASTINGS
25 PROPOSED WATER MAY HAVE A CONFLICT
WITH EXIST UTILITY TO BE ABANDONED,
CONTRACTOR SHALL TAKE APPROPRIATE
MEASURE TO INSTALL THE WATER UTILITY
SUCH THAT FUNCTIONALITY OF THE EXIST
UTILITY IS MAINTAINED UNTIL SUCH TIME
AS IT IS ABANDONED
32 SEE SHT W-3 FOR PIPE CONTINUATION
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-3
99 CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALL PRIOR
TO FINAL CONNECTION
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—ME
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f 35 LF OF 8" CL 52
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REST JOINT DI WATER 25
,�.-' <'. f,-'
MAIN WITH POLYWRAP
20
20
SO+20 SO+40 SO+60 SO+80
S1+00
DUCT BANK FOUND APPROX
4.5' DEEP. 8" W RUN ABOVE
• _
W/ FOAM PAD, SEE PHOTO
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
W-394916
NOTICE JAM RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN m rra SMI
IF THIS BAR DOES SEE NOTE ON mt
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
EA
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
RENTON HIGH SCHOOL
WATER PLAN & PROFILE
STA SO+00 TO STA S1+00
SHEET
W-30
88 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021