HomeMy WebLinkAboutW-403602LEGEND
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W/ THRUST BLOCKING 11 LF OF 10" 1-10" 11.25' VERT. BEND (FLxMJ) I 1-10" CAP (MJ) - SHACKLE CAP TO VALVE W WATER LINE NOTE:
v - - - - - - - - - - - - _ (SEE WATER PROFILE #1) 1-10" FLxMJ ADAPTER I + - WITH 4-3/4 RODS 1. ALL MECHANICAL JOINT
-'- -�..- _..�.= T " I ao EXISTING WATER LINE
7=0- =_ = _ - - -1 -__` = -_ 1-6 GATE VALVE J TEMPORARY BLOW OFF ASSEMBLY FITTINGS SHALL HAVE
5 I W/ THRUST BLOCKING - - PER CITY OF RENTON STD. PLAN-340.2 FITTING RESTRAINED RETAINER GLANDS
q� I° �° - - - - - - - - - STA:6+49.98, 0.05' LT � EQUAL TO MEGALUG SERIES
II II - _ _ - - - " INSTALL - 3" DOMESTIC WATER METER ASSEMBLY PER 1100 IN ADDITION TO
CONCRETE THRUST BLOCKS.
�1-10 11.25' VERT. BEND MJxMJ 6M CITY OF RENTON DESIGN STD. 320.4 SHOWN ALL MECHANICAL JOINT VALVES
II + _ W/ THRUST BLOCKING- -
II II r
- - - ON SHEET WT-05
� I 28 LF OF 10" I I 23 LF OF 10" RETAINER GLANDSHALL HAVE S EQUAL TO
II II I INED
(SEE WATER PROFILE #2) I I �;S__ .... __ PROFILE O� _ J (SEE WATER PROFILE #2)
Lj
FIRE HYDRANT PER CITY OF RENTON DESIGN RE AINE SERIES 1 EQUAL
II II I t WATER 1)100.
I I STD. 310.1 SHOWN ON SHEET WT-05
II II I I I # �SE WATER PROFIL 7+ 7+55
82 LF OF 10" 134 LF OF 10" - �� 4 FIRE DEPARTMENT CONNECTION
II II I � ■ ■
- + 10.00 - ss N GATE VALVE
II yy II I I ENLARGED VIEW #2 15.00 10.00
II I I ' I
I NI PRESSURE REDUCING VALVE
ENLARGED VIEW #1 SEE THIS SHEET STA:6+61.23, 22.91' RT I STA:7+04.10, 0.12' LT
II WATER PROFILE #1 0+07.55 = I W - INSTALL n i�, I10.00 INSTALL - - - - - - - - - UTILITY EASEMENT
II II A -LINE 12+29.08 I SEE THIS SHEET J 1 FIRE HYDRA YR I 1-10 TEE (FLxFL)
PER CI I OF RED. �„ PLAN 310.1 �
I ��• II I I I II I I ��� _ 1TY 11. SEE SHEET WT-05� + 3-10" GATE VALVES (FLxMJ) � STEEL CASING
STA:0+19.14, 0.00 RT "� STA:5+12.44, 39.45 RT I W/ THRUST BLOCKING
» _ 00
39 LF OF 10 15.00
. I j CONNECT TO EXISTING 12 WATER MAIN (SEE WATER PROFILE #1) - STA:4+86.70, 32.16' RT F INSTALL , I�
�u.c•1 �' PER CITY OF RENTON STD. PLAN 300.3 INSTALL 1-4 90 BEND MJ 43F OF 1
I I 3" 90' BEND (MJ) BEND(
) (SEE WATER OFILE #1) _
SEE SHEET WT-05 13 LF OF 10" I I I F W/ RESTAINED JOINTS-FE:179.00 o J o 14+00
Ill II INSTALL I I I,� RESTRAINED JuiiJTS ,l N � U- �� s
oo 1-12"X10" CUT -IN TEE FLxFL STA:1+88.38, 0.00' RT I 10.00 I o 23 LF OF 4 I CL o ss s
` + III.:;IU (FLxFL) -1 1� -I- ,-,- LL I I 3 STA:3+87.43 0.00' 1" IRRIGATION METER AND
C ' �� .�II 3, r2 III;:: 1-12" GATE VALVE (FLxMJ) " INSTALL L` -' STA:4+89.83, 39.46 RT 0 1-1" SERVICE CONNECTION DCVA PER DETAILS ON '
.>.b IIf.;'. 1-10" GATE VALVE (FLXMJ) 1-10 GATE VALVE (MJxMJ) STA:2+00.78, 22.80' LT I o F INSTALL A I + PER STD. PLAN 320.1 IR-03
'--'-WT---- 1-12" FLxMJ ADAPTER W/ THRUST BLOCKING INSTALL 1-4" 90' BEND MJ w3 I
'' j I I III ( ) I w STA:3+83.43, 28.43' RT
3 ~ III 2-12" SLEEVES (MJxMJ) 1-4 CAP/PLUG FOR I STA:2+97.08 71.32 RT ao RD W/ RESTAINED JOINTS CIS vcn
" » '
VALVES TO BE CUT IN BY THE CITY FORCES STA:1+83.92, 0.00' RT FUTURE CONNECTION INSTALL D� I 9 F F INSTALL 3 RPBA IN ABOVE GROUND
WITH 2 BLOW -OFF ASSEMBLY 1-3 45 BEND (MJ) STA:2+99.72, 74.33 RT i I ' ENCLOSURE "HOT BOX" PER STD. PLAN
11 I
" " INSTALL INSTALL _ / I NO. 350.2 SHOWN ON SHEET WT-06
1 1-10 X6 TEE MJXFL PER STD. PLAN 340.2 W/ RESTRAINED JOINTS
" » ( ) ON SHEET WT-05 1-4 45 BEND (MJ) i I 10.00-I ,
STA:4+47.26 28.14 RT
31 LF OF 10 1-6 GATE VALVE (FLxMJ) SEE LANDSCAPE PLANS
III . a 10.00 23 LF OF 4" I I STA: 2+59.76, 0.00' W/ RESTRAINED JOINTS I 3 ' I ` '
3 (SEE WATER PROFILE #1) W/ THRUST BLOCKING INSTALL �,L_1_I FOR CONTINUATION
SHACKLE END CAP TO STA:2+64.73,109.26 RT1-10 90' BEND MJxMJ
�"� as S INSTALLv
VALVE WITH 2-3/4 ( ) 1,��- - STA:6+62.10, 25AT LT � I 18 LF OF 4" »
W THRUST BLOCKING o,�. 1-4 45' BEND MJ yy
' i, = t' RODS AND BLOCK / �y " ( ) IN:;TALL o ' W 43 LF OFW3 A
- ss- - W RESTRAINED JOINTS +
ss c ` v�� / 1-FIRE HYDRANT ASSEMBLY ,+A3
II ; (SEE WA R PROFI #1) 5.00 E WATER ROFILE 1 �c STA:2+63.07, 105.25' RT- i - -
'- # 19 LF OF 4 PER CITY OF RENTON STD. PLAN 310.1 I 1 LF OF 3
_ 133 LF OF 10 59 F OF 10" INSTALL- STA:2+59.76, 113.98' RT- SEE SHE ? I�'T-05 I
._�. ___I - 1-3 5' Bt_ND (MJ) NS - - - - I-- 3 4 17 55 RT '
71
7.54 0 \ / , ss ss _. I TALL Dy1 _ _ ' STA: 3+8 . 3,
7 0.00 R TA
- - - _ STA:2+01.11, r W RES RAINED JOINTS / STA:6+66.06 9.18 RT '
INSTALL RD RD - , " / 4 FIRE LINE , -%iTj I I STA: 3+83.45, 0.00 INSTALL
1'� 3 F 3 SEE MECHANICAL PLANS STA:6+66.08, 50.95 LT ' 3 DOMESTIC WATER METER ASSEMBLY
1cm 1 o I 1 N : , " " , S YARD HYDRANT INSTALL
\' " o N . , : STA:0+50.53 0.00 RT 1-10 X4 TEE (MJXFL) �� FOR CONTINUATION WATER SERVICE TO YARD HYDRANT o » "
TH 1 DCVA 1-10 x4 TEE (FLxFL) PER STD. PLAN NO. 320.4 SHOWN ON
\\; 11 ; N �~ - INSTALL 1-4 GATE VALVE (FLxMJ) STA:2+59.76, 106.45' RT SEE BUILDING PLANS FOR CONTINUATION I » SHEET WT-05
:1 dll 1 " W THRUST BLOCKING D ' 2-10 GATE VALVES (FLxMJ) '
>=M� 1; 1-10 X6 TEE MJXFL / INSTALL ' »
Q I4; EX. 12" WATER `�II " ( ) " STA:2+59.76, 114.20 RT " I 1-4 GATE VALVE (FLxMJ)
.III N. 'A_ 1-6 GATE VALVE (FLxMJ » 1-3 90' BEND (MJ) 3" CW CONNECTION 25 LF OF 10 , STA:6+62.02 0.00' ' '
4 LF OF 10 W/ THRUST BLOCKING
Q STA:O+ 0.53, 27.,40 RT W/ THRI%T BLOCKING ❑ W/ RESTRAINED JOINTS SEE MECHANICAL PLANS (SEE WATER PROFILE #2) 000 INSTALL
0 S (SEE WATER PROFILE #1) 1-10"X6" TEE (FL) I
INSTALL I �j�j I » FOR CONTINUATION o >;
� 1-FIRE Hy D ANT ASNMBLY f L� 1❑ S STA:1+83.92, 13.87' RT FFE:167.00 8 LF OF 3 " STA:5+33.01, 0.00' co b 1-10" GATE VALVE (FLxMJ)
PER CITY OF RENTON TD. PLAW, 310.1 I i INSTALL STA.2+59.76, 110.18 RT 4 LF OF 4 INSTALL I o 1-10" FLxMJ ADAPTER
0 S SHEET WT-05 � 1-FIRE HYDRANT ASSEMBLY INSTALL ,1 ENLARGED VIEW #1
m 1 I I 1 I " 1-10 TEE FLxFL -j
' r , II 1 0II F PER CITY OF RENTON STD. PLAN 310.1 1-4 90' BEND (MJ) " 0 1-6 GATE VALVE
Q 1. - ' ` / ( + o W/ RESTRAINED JOINTS AND r
J V_ I ^-J S[� -- aFP II SEE SHEET WT-05 W RESTRAINED JOINTS 3-10 GATE VALVES F o I STA:5+02.97, 0.02' LT
~ I % .I : , F " ; 'III ' .. ., I i W/ RESTRAINED JOINTS D o I THRUST BLOCKING INSTALL _ _
�'12 W TER /
�I
.A „ I 'd J'` "-' RD '1 THRUST BLO KI ��amp
41 ' III I I F _ 1 o STA: 5+92.25, 0.00' 1 1-10"X6" TEE (FL) A
STA:0+28.50, 10.7 ' LT /i. - - , ♦ + " "
s� STA:4+29.90, 0.00 as INSTALL 1-10 GATE VALVE (FLxMJ) LF OF 10
I IN! TALL I STA:0+28.61, 0.00' RT INSTALL IA LWATER PROFILE 3 0+48.13 - 1-10" 45' BEND (MJxMJ) ' 1-10" FLxMJ ADAPTER (SEE WATER PROFILE #1) A
1-FIRE HYDRANT ASSE BLY
II INSTALL / o 1-10" 90' BEND (MJxMJ) TER PROF .01 W/ RESTRAINED JOINTS AND 1-6" GATE VALVE
I PER CITY OF R TONII 11-10»X6 TEE (FLxFL.h W RESTAINED JOINTS AND D / THRUST BLOCKING ' W/ THRUST BLOCKING INSTALL
2.41, 0.02 LT '
STD. PLAN 310.1
_ 1-10 GTE VALVE (FLxMJ) �_ _-_-_ TH UST BLOCKING " " "
SEE SHEET 0511 I " 34 LF OF 10 1-10 x4 TEE (MJxFL)
11-10 F MJ ADAPTER � D� DS - D� 103 ' STA:4+97.99, 0.02 LT " '
T �o III W W (SEE WATER PROFILE #2) INSTALL 1-4 GATE VALVE (FLxMJ)
1-6" G VALVE
k.., ,+ r1 `III 20 LF OF 10" _� 1-10" GATE VALVE MJxMJ W/ THRUST BLOCKING
' W/ THRI ST BLOCKI (SEE WATER PROFILE #2) » " STA:5+57.76, 0.00' ' T (MJxMJ)
'
37 LF OF 10 THRI� . �QCK�PIG -UL 5+16.39,�Q2 LT
STA:O� 71.32, 0.00 48 LF OF 10" 15.00 23 LF OF 10 INSTALL
13 LF OF 1 " `�I I I INSTALL , , , , , , (SEE WATER PROFILE #2) (SEE WATER PROFILE #2) 15.00 (SEE WATER PROFILE #3)� as I a INSTALL ---5*06-- as
1-10" 45' BEND (MJxMJ) 1-10 GATE VALVE-(MJxMJ- '
(SEE WATER PROFILE #�) �II 19 LF� 1-10 1. _ ` °T BEND (MJxII J) __ 22 LF OF 10"
r I W/ THRUST BLOCKING- 56 LF 1�9T" �+ I (SEE WATER PROFILE #2) T' RUST BLOCKING JOINTS AND W/ THRUST BLOCKING
1 I ;0+0 OF 10 -� 5+00 '
I;�II111 I 1 0 _ w -
11III 39 LF OF 10"
I:. s x »
.,1113dm N PF " _ (SEE WATER PROFILE #3) �o ' 5 LF OF 10 4 LF OF 10" ,
. ,L LF� - -, - - _ STA:o+70.80, 0.00' (SEE WATER PROFILE #1) (SEE WATER PROFILE #1)
X ---STA:0+48.05, 0.00_ _ _ _ _ STA:3+03.14, 0.08 LT "
I I _ INSTALL
I I.l°#III I INSTALL 25 LF 20 DIAM. STEEL CASING ,1-10y 11.25' BEND (MJxFL) ' I �J I ;
INSTALL INSTALL 5+00
1: ul I 1-10" 11.25' VERT. BEND (MJxMJ) _ _ _ 1-10" GATE VALVE (MJxMJ) CENTERED UNDER RETAINING WALL
1� - -- W - - 1-10 22.5' BEND (FLxMJ) STA:5+12.44 25.09' RT
1:•�..jl• .I W/ THRUST BLOCKING � � � /RESTRAINED JOINTS AND � - � W RESTRAINED JOINTS AND I '
' INSTALL '
I::•.�I I �If:� li STA:2+24.61, 0.00 THRUST BLOCKING STA:3+50.92, 0.00' :`1 I -.- _ = I� ;'; -THRUST BLOCKING
- I STA:0+15.11, 0.00 RT INSTALL` T: + I DDCVA IN VAULT WITH FDC PER STD.
111 I 1-10" 22.5' BEND MJxMJ INSTALL , PLAN NO. 360.1 '
�, �. CONNECT TO EXISTING 12 WATER MAIN (MJxMJ) » STA:1+09.67, 0.00 r,,s ,
1-10 11.25 BEND (MJxMJ) STA:1+19.67 0.02 LT , 3 3
PER CITY OF RENTON STD. PLAN 300.3 W/ THRUST BLOCKING " INSTALL EX. 10" GATE VALVE STA:5+02.98 26.09 R
IN W/ RESTRAINED JOINTS AND CONNECT TO EXISTING 10" WATERLINE '
I•°;fll I o Ilj:rl SEE SHEET WT-05 1-10 45' BEND (MJxFL) ' INSTAL '
o » THRUST BLOCKING » » FINAL CONNECTION BY CITY FORCES
I I + INSTALL 22 LF OF 10 1-10 22.5' BEND (FLxMJ) EX. 10 WATER 1-FIRE HYDRANT ASSEMBL
�•:I » INSTALL I
t,tl 1-12 X10 CUT -IN TEE (FLxFL) (SEE WATER PROFILE #2) W/ RESTAINED JOINTS AND " PER CITY OF RENTON STD. PLAN 310
II III .I 1-12" GATE VALVE (FLxMJ) STA:3+71.41, 0.00' RT THRUST BLOCKING 1-10 SLEEVE (MJ) I SEE SHEET WT-0 FIRE DEPARTMENT CONNECTION '
M I :� :. I III .:I , FITTING AND ADAPTERS AS REQUIRED SEE STD. PLAN NO. 360.1 SHOWN ON
-10" GATE VALVE (FLXMJ) STA:2+47.02, 0.00 INSTALL STA:3+93.17, 0.00' FIELD VERIFY EXISTING LOCATION PRIOR ' SHEET WT-06 '
Q I 1 .,:11.1 I b� o'� 1-12y FLxMJ ADAPTER - " INSTALL 1-10" 11.25 BEND (MJxMJ) INSTALL TO INSTALLATION
i 1 ` Imo„ 2-12 SLEEVES (MJxMJ) 1 10 22.5' BEND (MJxMJ) W/ RESTRAINED JOINTS AND 1-10" 90' BEND MJxMJ W " _ PIV LOCATION SEE STD. PLAN N0.
w I :,I II ( (MJxMJ) L 8 LF OF 4 360.1 SHOWN ON SHEET WT-06 1
n VALVES TO BE CUT IN BY THE CITY FORCES W/ THRUST BLOCKING THRUST BLOCKING W/ RESTRAINED JOINTS AND
z (� ----SD WATER PROFILE 2 0+03.05 = INSTALL 17 LF 20 DIAM. STEEL CASING
# THRUST BLOCKING
= I II A -LINE 10+62.57
CENTERED UNDER RETAINING WALL
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CALL BEFORE YOU DIG
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M co THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
N AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING
o THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
N a_ 48 HOURS PRIOR TO ANY EXCAVATION.
�Z
STA:4+15.56, 0.00' STA:6+61.22, 0.05' LT
INSTALL INSTALL
1-10" 90' BEND (MJxMJ) 1-10"X6" TEE (FLxFL)
I
55 D..7qR
�O� 0F Wgsy j cLjs
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L 3
06/19/20191 NO.
STA:8+64.11, 0.00'
INSTALL
ENLARGED VIEW#2 W-403602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING �
Lchavez 08/07/2019
WATER UTILITY r
agafour 07/31/2019 '
BUILDING PERMIT SUBMITTAL #2
R.E.W.
05 01 19
R.D.J.
SURVEYED:
SCALE:
„ ,
1 =30
VERDATE:
" NAvo 191
HORIZONTAL NAD 1883/1891
DATUM
CITY 0 F
RENTON
Planning/Building/Public Works Dept.
W EAT H E R LY INN R E N TO N
4500 TALBOT RD S
RENTON, WA 98055
WATER PLAN
BUILDING PERMIT SUBMITTAL 3
R.E.W.
06 19 19
R.D.J.
DESIGNED:
K. MELVIN
COMMENT RESPONSE
S.R.O.
07/29/1
R.D.J.
FlELDBOOK:
PAGE:
DRAWN:
S. ORDONEZ
ONE INCH
FULL SCALE
IF
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING No:
WT-01
CHECKED:
R. JAWS
REVISION
BY
DATE
APPR
APPROVER. JAWS
SHEET. 21 OP