HomeMy WebLinkAboutW-343007i
1
I
1
v
I
I I
� � I
I I
III - r-
r3.fi4HIGH I �e Up
SEE CONNECTION 12 DETAIL, SHT 144
UNK LF PIPE
I =2=lm
m
CLll
ali
y I
I
I
WATER LAYOUT TABLE
STA
OFFSET LT
OFFSET RT
SIZE
34 +00
34.5'
--
12"
34 +50
34.5'
34.5'
12"
35 +00
34.5'
34.5'
12'
35 +50
34.5'
--
12"
36 +00
34.5'
--
12"
36 +50
34.5'
--
12'
37 +00
34.5'
--
12"
37 +50
34.5'
--
12"
38 +00
34.5'
--
12'
WATER LEGEND
�IABANDON OR REMOVE EXISTING WATER MAIN
PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS
EXISTING
12" D.I.
?� POWER SPORTS
l
JACK IN THE BOX
115 - =gG
IL
EXS
I
36
]. ME S
-
0 5 10 20 40
SCALE IN FEET
GENERAL GENERAL WATER CONSTRUCTION NOTES
1. SEE GENERAL WATER CONSTRUCTION NOTES ON NEXT SHEET.
WATER CONSTRUCTION NOTES
Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE O7 FURNISH AND INSTALL 45 DEG BEND.
FOR STATION, OFFSET AND SIZE THIS SHEET.
O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPUNG AND PROVIDE CONNECTION TO STA 33 +95.0, 66.4 RT STA 34 +06.4, 56.5' RT
EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 1 - 12' 45' BEND, MJxMJ 1 - 12' 45' BEND, MJxMJ
1 - THRUST BLOCK 1 - THRUST BLOCK
APPROXIMATE STA NOT PROVIDED, LT APPROXIMATE STA 351 +17.5, 10.91' RT Og FURNISH AND INSTALL GATE VALVE.
1 - 12" COUPLING, MAMJ 1 - 8" COUPUNG, MAMJ
O3 FURNISH AND INSTALL TEE. STA 37 +80.0, 34.5' LT
1 - 12' GATE VALVE, MJxMJ
STA 34 +07.1, 34.5' LT STA 34 +23.0, 34.5' LT
1 - 12 °x12 "x12" TEE, FLxFLxFL 1 - 12 °x12 "x12" TEE, MJxFLxFL 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN
3 - 12" GATE VALVE, MJxFL 2 - 12" GATE VALVE, MJxFL 310.1.
1 - THRUST BLOCK 1 - THRUST BLOCK STA 34 +92.5, 46.3' LT STA 35 +21.4, 46.3' RT
STA 34 +07.1, 34.5' RT STA 35 +13.6, 34.5' RT STA 37 +91.7, 46.3' LT
1 - 12 "x12 "x12" TEE, FLxFLxFL 1 - 12 "x12 "x12" TEE, MJxMJxFL
3 - 12' GATE VALVE, FLxMJ 1 - 12' GATE VALVE, FLxMJ 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3
1 - THRUST BLOCK 1 - 12' CAP, Mal AND CONNECT TO EXISTING SERVICE LINE
1 - THRUST BLOCK
APPROXIMATE STA 351 +03.8, 31.3' RT APPROXIMATE STA 34+60.8, 60.6' LT
d� 1 - 1 METER 1 - 3/4' METER
1 - METER BOX 1 - METER BOX
.,,> APPROXIMATE STA 35 +87.9, 46.5' LT APPROXIMATE STA 37 +77.5, 46.5' LT
1 - 1" METER 1 - 3/4' METER
QDOBA ( 1 - METER BOX 1 - METER BOX
APPROXIMATE STA 37 +82.6, 46.5' LT APPROXIMATE STA 37 +87.2, 46.5' LT
. . . . . . . :] _ _ 1.. -.:. 1 - 3/4' METER 1 - 1" METER
- - 4 L 1 - METER BOX 1 - METER BOX
I
- - - --
10
-
-7 � A 23 UTILITY MANHOLE REMOVED
A 15
_
26
FURNISH AND INSTALL 12 CLASS 52 DUCTILE IRON PIPE.
r _ 1 3448 LF PIPE
31
e
Y
75
w
87
ALIGNMENT PROFILE
1 - 12" BLOW OFF VALVE, MAMJ
n
110
1 - 12' CAP, MJ
315 LF PIPE
N
1 - THRUST BLOCK
_
w
N
157;
+
M
170
JOINT UTILITY TRENCH PROFILES
35
M
_
INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM.
223
Q
234
m
M
37
y
a
TO EXISTING SERVICE ONE
z
EZ
26
BY
DO
z
_ - - --
uC \O�
HE
3
3
1 - 1 1/2" METER
L__ _ 3106 LF PIPE - - - - ---
1 - METER BOX
26
I PC 1
- -- a -- - -- - -
26
• _
I'P- LED �,U
0
J
IIE
I u
d_J �I 26
c
71 /
�I
a I r
-I
I SEE CONNECTION 11 DETAIL, SHT 144
115 - =gG
IL
EXS
I
36
]. ME S
-
0 5 10 20 40
SCALE IN FEET
GENERAL GENERAL WATER CONSTRUCTION NOTES
1. SEE GENERAL WATER CONSTRUCTION NOTES ON NEXT SHEET.
WATER CONSTRUCTION NOTES
Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE O7 FURNISH AND INSTALL 45 DEG BEND.
FOR STATION, OFFSET AND SIZE THIS SHEET.
O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPUNG AND PROVIDE CONNECTION TO STA 33 +95.0, 66.4 RT STA 34 +06.4, 56.5' RT
EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 1 - 12' 45' BEND, MJxMJ 1 - 12' 45' BEND, MJxMJ
1 - THRUST BLOCK 1 - THRUST BLOCK
APPROXIMATE STA NOT PROVIDED, LT APPROXIMATE STA 351 +17.5, 10.91' RT Og FURNISH AND INSTALL GATE VALVE.
1 - 12" COUPLING, MAMJ 1 - 8" COUPUNG, MAMJ
O3 FURNISH AND INSTALL TEE. STA 37 +80.0, 34.5' LT
1 - 12' GATE VALVE, MJxMJ
STA 34 +07.1, 34.5' LT STA 34 +23.0, 34.5' LT
1 - 12 °x12 "x12" TEE, FLxFLxFL 1 - 12 °x12 "x12" TEE, MJxFLxFL 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN
3 - 12" GATE VALVE, MJxFL 2 - 12" GATE VALVE, MJxFL 310.1.
1 - THRUST BLOCK 1 - THRUST BLOCK STA 34 +92.5, 46.3' LT STA 35 +21.4, 46.3' RT
STA 34 +07.1, 34.5' RT STA 35 +13.6, 34.5' RT STA 37 +91.7, 46.3' LT
1 - 12 "x12 "x12" TEE, FLxFLxFL 1 - 12 "x12 "x12" TEE, MJxMJxFL
3 - 12' GATE VALVE, FLxMJ 1 - 12' GATE VALVE, FLxMJ 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3
1 - THRUST BLOCK 1 - 12' CAP, Mal AND CONNECT TO EXISTING SERVICE LINE
1 - THRUST BLOCK
APPROXIMATE STA 351 +03.8, 31.3' RT APPROXIMATE STA 34+60.8, 60.6' LT
d� 1 - 1 METER 1 - 3/4' METER
1 - METER BOX 1 - METER BOX
.,,> APPROXIMATE STA 35 +87.9, 46.5' LT APPROXIMATE STA 37 +77.5, 46.5' LT
1 - 1" METER 1 - 3/4' METER
QDOBA ( 1 - METER BOX 1 - METER BOX
APPROXIMATE STA 37 +82.6, 46.5' LT APPROXIMATE STA 37 +87.2, 46.5' LT
. . . . . . . :] _ _ 1.. -.:. 1 - 3/4' METER 1 - 1" METER
- - 4 L 1 - METER BOX 1 - METER BOX
I
- - - --
10
-
-7 � A 23 UTILITY MANHOLE REMOVED
A 15
_
26
FURNISH AND INSTALL 12 CLASS 52 DUCTILE IRON PIPE.
13
31
FURNISH AND INSTALL BLOW -OFF PERMANENT ASSEMBLY PER RENTON ST) PLAN 340.1.
Y
75
STA 35 +13.6, 59.5' RT
87
ALIGNMENT PROFILE
1 - 12" BLOW OFF VALVE, MAMJ
n
110
1 - 12' CAP, MJ
_ _ _ _
9
WATER PLAN
1 - THRUST BLOCK
_
w
N
®
FURNISH AND INSTALL 12'x8' REDUCER AND 8" CLASS 52 DUCTILE IRON WATER PIPE AS
170
JOINT UTILITY TRENCH PROFILES
NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO
°o
201
INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM.
223
ILLUMINATION PLANS
234
m
M
37
FURNISH AND INSTALL IRRIGATION METER PER RENTON STO PLAN 320.2 AND CONNECT
a
TO EXISTING SERVICE ONE
N
REVISION DESCRIPTION
BY
DO
GTE
APPROXIMATE STA 35 +81.9, 46.5' LT
1 - 1 1/2" METER
i
1 - METER BOX
- -- a -- - -- - -
CORRESPONDING SHEETS
I'P- LED �,U
77 V t
McLENDON
HARDWARE
60
CATEGORY
SHEET
RIGHT OF WAY PLANS
13
EXISTING CONDITIONS
61
SITE PREPARATION & TESC PLAN
75
ALIGNMENT PLAN
87
ALIGNMENT PROFILE
99
DRAINAGE PLAN
110
DRAINAGE PROFILE
120,121
WATER PLAN
-
WATER PROFILE
152,158
JOINT UTILITY TRENCH PLAN
170
JOINT UTILITY TRENCH PROFILES
186
PROPERTY RESTORATION PLANS
201
CHANNELIZATION & SIGNING PLAN
223
ILLUMINATION PLANS
234
IRRIGATION PLAN
288
LANDSCAPE PLAN
300
rzCwrzu UKARIIvU3
aLr
UPT
I
SURVEYED'. CDC
DRAWN DY. soo1KH
DESIGN DY. soo1KH
CHECK BY JFF
PROS MOIY. M
FILE 0655GWAT01.Mq
KpG
76iBNA'mueN 2ilQJdieam&m• RECORD
swkwA•14B iawi•,WA91Vi2 DDA��•If��
)NI VA�1M DRAWINGS VV
MMY. �
h8
All
� CITY OF RENTON
ME P�fiu�wo,ks oaPaamam
APPROVED FOR CONSTRUCTION
BY DATE
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
WATER PLAN
STA 33 +50 TO STA 38 +00
DRAWING NO. 138
PROJECT NO TED403430
FEDAIO no. cMO s7
DATE MAR 2014
SHEET NO. 138 OF 304
NUMBER
REVISION DESCRIPTION
BY
APP.
GTE