HomeMy WebLinkAboutW-394908CONSTRUCTION NOTES:
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SEE SHEET W-30
FOR CONTINUATION
ItLS.b t CONNECT TO EXIST 6" ��
STA A9+71, 0� LT IE 25.3 SE / STA Al2 °+73 4' LT STA A13+ r- 4.3' LT CB 62912
WATER SEE SHT W-30 EXIST 6 FIRE RIM 33.15
STA F1+00, 0 RT I � 1-12 45 BEND, RJ
FOR PLAN &PROFILE 1-SDMH #5 5 IE 306 N 12" CPP
A SSMH 5330 KiNI JL.LI �/� SPRINKLER VAULT 1-TB Ei, CB 62819
RIM 32.22 E 29.6 S, 6" CONC SSMH 62818 IE 30.6 W, 12" CPP
RIM 31 S,
SDMH 62148 SSMH 62147 STA A9+84, 16' LT IE 20.5 E,W ® CL 29.2 E, 12" CPP STA Al2+64 4' LT JE W a.55 1� � r. IE 31.1 S, 6" CONC
RIM 31.80 RIM 32.38 STA FO+84 13' LT F$-I 9�9-'-E� 1-12" 450 BEND RJ �- STA G-8 1 85
IE 27.5 SE, W @ CL, IE 20.8E ' ' -
4' CHLK IE 20.E S 1-12"� TEE, FLG IE=26.62 PROVIDE TEMPORARY � ` 1-TB _ _ _STA G-0+04, 9' RT 4
34
3-12 GV FLGxRJ SUPPORT AND PROTECT - W - - STA A11+75 11' LT STA Al2+78 4' LT -T
A 1-Tg AG EXISTING FO DUCT CB 62448 1-12" 450 BEND o
1_12 90 BEND, RJ
�G DURING CONSTRUCTIO c I RIM 32.12 1-TB T AC RAMP -
-33�•3 N, 6" STA A1�2��� 1-TB ®� AC
--- T-----T-IE=26.97 T -- ---- - - -T -
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+ 1-12" INSULATING SLV - - - _ ---- --- --- ss-� - ss- -- 9&�----ss - -SS ----
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FOR CONTINUATION
SEE SHEET W-15
- �-
--------------IE=26.9----------- - - - - - - -- ----------
CTf OLS CY 6" STL 26 /� �\ -- - -cR 3 6�ST -
FOUND PREVIOUSLY STA A11+81 5' LT 26 - 9 �y
2 6 v- -34- - - - - - -
O-----------------------CRPL -- STL
------
13 6 STA A14+00 39' RT
1-12" 45° BEND 8 - UqP • 33" iVIP 1-12" GV RJxRJ 2
UNKNOWN LUMEN FO DUCT _ �� '
' ^-, �� ' T P - - - UG - 1-TB UGP- - - GP- - - - � U P- - � = KB-2 26 B - ,�- - 2-12" SOLID SLV, RJ - �-�-=-
. 11 UGP- - - - STA A+ r; --rT =-� $ -3
2 PVC CONDUIT STA A11+48 10' LT = STA S1+00 IE=27.05 sp IE=26.9
8 SD 1-12" TEE, FLG - _ r �- 8�� SDR .3D D
36 TA Al2+30 4 LT iflE=IL9
33,z�Q.
3-12" GV. FLGxRJ .. 1-1" AIR RELEASE VALVE 20 1 .16
® 1-TB o / i"DI SD
CASE 81815 1 1211)($" RDCR
"VW DI - 12"W DI
-32_B
=SD= - �4-45°BENDS --�
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STA Al2+78 39' RT
w
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IE-27.15 - - - -
1-12" TEE, FLG
SDMH 633
T
IE=26.35
iI D
CB 62661
3-12" GV, FLGxRJ
RIM 7
28A S, 6" CONC
Q
1 CB 63513 W-40
RIM 31.33
RECORD DRAWINGS SHOW CONTRACTOR
1-TB
IE 28.3 E, 12" CONC
=
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DIKA 701)1)
28.8 N, 6"
CONIC SURVEYED STRUCTURE LOCATIONS AND
STA Al2+86 39' RT
IE 28.3 W, 12" CONC
1
STA Al2+92, 39' RT
ELEVATIONS. THE ORIGINAL DESIGN
1-22.50 BEND, RJ
IE 28.4 NE, 4' CONC
- 27 1
1-22.50 BEND, RJ
LOCATIONS AND ELEVATIONS ARE 1-TB CB 63515 0 1-TB
INDICATED WITH STRIKETHROUGH TEXT. plA^ �� �� � FOR CONTINUATION
REFER TO CONTRACT DOCUMENTS FOR PLAN
ADDITIONAL DETAILS ~ SEE SHEET W-19
0 10 20 40 60 >_
SCALE: 1"=20'
nmr,,
1 W DI - -
�1�1.� -
CB 63332 / Li
RIM 32.66
IE 29.2 W, 12" CONC
IE 29.2 E, 12" CONC
IE 30.3 N, 6" METAL(THROUGH)
IE 30.3 S, 6" METAL(THROUHG)
1
CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
6
12" GATE VALVE TO BE CUT IN BY CITY
FORCES PRIOR TO ABANDONMENT OF EXIST
WATER
< > 8
WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER
PIPE
9
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTION DETAILS SHT CP-1
13
REPLACE EXIST WATER LATERAL SETTER AND
METER BOX PER COR STD PLAN 320.3 AND
RECONNECT TO EXIST SERVICE
15
FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO
COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
20
REPLACE EXIST WATER LATERAL AND METER
PER COR STD PLAN 320.1 AND RECONNECT
TO EXIST SERVICE
24
WATER SERVICE TO BE INSTALLED WITH A 2"
SADDLE TAP PRIOR TO ABANDONMENT OF 8"
WATER BETWEEN SHATTUCK AVE S AND
WHITWORTH AVE S
26
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETAILS, SHT CP-1
27
TEMPORARY WATER SERVICE WITH END CAP
WATER SERVICE TABLE
SERVICE
APPROX STATION
FIELD VERIFIED
NO.
ADDRESS
SIZE
AT MAIN
STATION AT
MAIN
�1
321 S 2ND ST
1"
Al2+07, 5' LT
Al2+09, 16' RT
ElIRRIGATION
2"
A13+26
A13+241 18' RT
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STA Al2+35
1-12" INSULATING SLV
STA Al2+88
1-12" 22.5° BEND, RJ
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=
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IE=28.9
STA Al2+64
IE=28.3
u
1-12" 450 VERT BEND, RJ
28
IEE=27.6
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f 320 LF OF 12 CL 52
IE=26.5
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REST JOINT DI WATER
STA
Al2+73
STA Al2+78
(�
MAIN WITH POLYWRAP
1-12"
BEND, RJ
1-12" 22.50 BEND, RJ
45° VERT
IE
=3{�T
20.0
IE=26.5
STA Al2+78
1-12" 900, RJ
IE=20.0 - .
INSTALL
JOINT BONDS AT ALL
INSTALL JOINT BONDS AT ALL JOINTS
JOINTS AND
ANODES EVERY 20'
AND ANODES EVERY 20'
A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 Al2+00 Al2+20 Al2+40 Al2+60 Al2+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00 A14+20 A14+40
/1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE
JAM
0 /Z 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
RECORD
DRAWINGS
SEE NOTE ON murraysmi
COVER SHEET
i
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
AND THRUST RESTRAINT, SEE SHT D-3
28 SEE SHT W-19 FOR PIPE CONTINUATION
29 SEE SHT W-30 FOR PIPE CONTINUATION
30 SEE SHT W-30 FOR PIPE CONTINUATION
45
36 AIR RELEASE VALVE PER COR STD PLAN
340.3
40 <
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-3
35
30
25
20
15
10
S2NDSIT
WATER PLAN & PROFILE
STA A9+60 TO STA A14+40
W-394908
SHEET
W-3
80 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021