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O'REILLY'S ! EXISTING
!/ 12" A.C.
SEE "CONNECTION 15A DETAIL, SHT 145
10
±32 LF PIPE \ i/ /
1
1 8
I 40
L /
SHE 12
GASIT IOI
i
f 2
EXISTING ` 23
i ®® 8" D.I. Icy
�® C#3
Q
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0 5 10 20 40 60
SCALE IN FEET
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WATER LAYOUT TABLE
STA
45+50 _
OFFSET LT
40.5'
OFFSET RT
--
SIZE
12"
46+00
40.6'
--
12"
_
46+50
60.2'
28.6'
12"
47+00
67.5'
25.1'
12"
47+50
_
--
23.8'
12"
48+00
--
24.6'
12"
48+50
--
26.4'
12"
49+00
--
- -
--
WALKER'S RENTON SUBAR
WATER CONSTRUCTION
NOTES CONTINUED
dcv
28
FURNISH
AND INSTALL CAP.
STA
46+32.4, 70.9' LT
42
1 -
12" CAP, FL 1 - THRUST BLOCK
40
FURNISH
AND INSTALL CROSS FOR FIRE HYDRANT ASSEMBLY.
STA
46+31.2, 67.5' LT
SEE CONNECTION
1 -
12"x12"x12"x12" CROSS, FLxFLxFLxFL
16 DETAIL, SHT 145
2 -
12" GATE VALE, FLxMJ
1 -
12"x6" REDUCER, FLxFL
1 -
12" D.I. NIPPLE
1 -
GATE VALVE AND THRUST BLOCK FOR FIRE HYDRANT
ASSEMBLY
GENERAL WATER CONSTRUCTION NOTES
1. SEE GENERAL WATER CONSTRUCTION NOTES ON PREVIOUS SHEET,
WATER CONSTRUCTION NOTES
01 FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE THIS SHEET.
O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION
TO EXISTING MAIN DETAIL, SHT 142.
APPROXIMATE STA 551+38.6, 6.1' RT APPROXIMATE STA 48+62.0, 15.0' RT APPROX. STA 551+24.9, 18.7' LT
1 - 8" COUPLING, MJxMJ 1 - 12" COUPLING, MJxMJ 1 - 6" COUPLING, MJxMJ
APPROXIMATE STA 47+08.4, 64.0' LT APPROXIMATE STA 48+77.9, 29.9' RT
1 - 12" COUPLING, MJxMJ 1 - 12" COUPLING, MJxMJ
WATER LEGEND FURNISH AND INSTALL TEE.
C7 3
0 1 ABANDON OR REMOVE EXISTING WATER MAIN
STA 45�+80„5, 40.5' LT STA 4659 29.0, 29.8' RT
/ PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS 1 - 12 x12 x12 TEE, MJxMJxFL 1 - 12 x12"x12" TEE, FLxFLxFL
EXISTING 1 - 12" D.I. NIPPLE, MJxMJ 1 - 12" D.I NIPPLE, MJxMJ
/ 8D.I. USE CONTROLLED DENSITY FILL FOR PIPE
� ZONE BEDDING 1 - 12" GATE VALVE, FLxMJ 3 - 12" GATE VALVE, FLxMJ
II WALGREENS 1 - THRUST BLOCK 1 - THRUST BLOCK
1 / �
STA 46+28.8, 40.8' LT STA 48+60.2, 27.7 ' RT
I 2 22 1 - 12"x12"x12" TEE, FLxFLxFL 1 - 12"x12"x12" TEE, FLxFLxFI.
3 - 12 GATE VALVE, MJxFL 3 - 12 GATE VALVE, FLxMJ
a°
1 - THRUST BLOCK 1 - THRUST BLOCK
22 EXISTINGFURNISH AND INSTALL 11.25 DEG BEND.
20 ° ®`� / ®.$" D. 1. 6o FURNISH AND INSTALL 22.5 DEG BEND.
STA 48+39.1, 24.8' RT ,
®®® 1 - 12" 11.25' BEND, MJxMJ STA 45+80.5, 49.6 LT
1 - THRUST- BLOCK 1 - 12" 22.5' BEND, MJxMJ
1- THRUST BLOCK
(7-1 FURNISH AND INSTALL_ 45 DEG BEND.
STA 46+28.8, 60.1' LT
•� STA 46+58.4, 57.1' LT STA 464-86.1, 72.1' LT 1 - 12" 22.5' BEND, MJxMJ
1 - 12" 45' BEND, MJxMJ 1 - 12" 45' BEND, MJxMJ 1 - THRUST BLOCK
\� 1 - THRUST BLOCK 1 - THRUST BLOCK
\� STA 46+29.2, 38.8' RT
0 FURNISH AND INSTALL 90 DEG BEND. 1 - 12" 22.5' BEND, MJxMJ
STA 551 +24.6, 31.8' RT STA 46+16.7, 73.3' LT 1 - THRUST BLOCK
1 - 6" 90' BEND, MJxMJ 1 - 6" 90' BEND, MJxMJ
1 - THRUST BLOCK 1 - THRUST BLOCK
22 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1.
22 EX. 12STA 45+68.6, 52.3' LT STA 46+24.4, 96.0' LT STA 551 +47.4, 31.7' RT STA 46+87.4, 43.7' RT
"
2 12 FURNISH AND INSTALL 8" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON
i 4 PLACEMENT OF COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM.
i 20 ' 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLAN 320.1 - 320.3 AND CONNECT TO EXISTING SERVICE LINE.
e
20 APPROXIMATE STA 45+73.1, 64.4' LT
2 , 1 - 3/4 METER 1 - METER BOX
20 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AS W 343VI 0
NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF
s COUPLING TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. CORRESPONDING SHEETS
43 ) D
/
22 ADJUST WATER VALVE BOX TO GRADE.
O
/.
' `23 ADJUST UTILITY MANHOLE (COVER) TO GRADE.
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26 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE.
40
FURNISH
AND INSTALL CROSS FOR FIRE HYDRANT ASSEMBLY.
STA
45+94.8, 118.5' RT
1 -
12"x6"x12"x6" CROSS, FLxFLxFLxFL
1 -
12" GATE VALE, FLxMJ
1 -
12" GATE VALVE, FLxFL
1 -
12"x8" REDUCER, FLxMJ
1 --
6" GATE VALVE, FLxMJ
1 -
GATE VALVE AND THRUST BLOCK
FOR FIRE HYDRANT ASSEMBLY
42
CONNECT
TO EXISTING FIRE HYDRANT.
STA
551 +25.3, 28.4' LT
43
CONNECT
TO EXISTING WATER SERVICE METER.
STA
47+23.8, 39.45' RT
STA 47+24.20, 44.83' RT
1-
11 /2" METER
1- 1 1 /2" METER
STA
48+42.84, 40.40' RT
STA 48+69.33, 43.50' RT
1 -
3/4" METER
1 - 3/4" METER
45
FURNISH
AND INSTALL 6" CLASS
52 DUCTILE IRON PIPE TO CONNECT
TO EXISTING
FIRE HYDRANT.
39
FURNISH
AND INSTALL ADAPTOR
PER CITY OF REN".ON STD. PLANS
300.2-300.5.
STA
45+73.6. 80.7' LT
1 -
12" ADAPTOR, MJxMJ
CATEGORY
SHEET
RIGHT OF WAY PLANS
16
EXISTING CONDITIONS
64
_
SITE PREPARATION & TESC PLAN
78
ALIGNMENT PLAN
90
ALIGNMENT PROFILE
102
DRAINAGE PLANS
113
DRAINAGE PROFILE
123,124
WATER PLAN
---- --- -- - ---
WATER PROFILE
JOINT UTILITY TRENCH PLAN_ _ '
JOINT UTILITY TRENCH PROFILES -�
-------
155,159
173 _
189
PROPERTY RESTORATION PLANS
204
CHANNELIZATION & SIGNING PLAN
--ILL.IMINATION PLANS -----------__-____ i
226
237
IRRIGATION PLAN
291
LANDSCAPE PLAN
303
1 1-14-11
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SURVEYED: KPG_
DRAWN BY: SOD/KH
DESIGN BY: SOD/KH
CHECK BY: JLF
PROJ MGR: JF
FILE: 0655DWAT01.dw 9
3p,clk
I--:
753 9th Avenue N 2502 Jefferson Avenue LID
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720 DOCUMENTS
www.kpg.com
CITY OF RENTON
_
Public Works Department
APPROVED FOR CONSTRUCTION
,,
% � �/ Or
BY: DATE: ��77!!!
RAINIER AVENUE S (S R 1 67)
S GRAD`Y WAY TO S 2N D ST
WATER PLAN
STA 4a+00 TO STA 49+00
DRAWING NO. 141
� Tr -
PROJECT. �G. , �D403430
FED AID NO. CM0167(048)
DATE: NOV 2011
SHEET NO. 141 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE