HomeMy WebLinkAboutWTR2703430.12l
CD
N
Lr_�,
Lr�
o�
�T
c�
z
W
Un
U
w
0
Q
nf
NUMBER
24
CONNECTION 5D TO
WATER M.A1hL_
f
1 �
STEP 1, SEE CONNECTION 5A, 5B & 5C BELOW
CONNECTION 5D DETAIL NOTES:
SEE PLAN SHT 135, PROFILE SHT 157 SEE CONNECTION 5A, 513 & 5C
CONNECTION 5D — APPROXIMATE 7TH AVE STA 248+12.3, 11.1' RT BELOW, THIS SHEET, FOR NOTES.
NEW 18" D.I. WATER
CONNECTION 5A TO
EXISTING WATER MAIN j
i
VPM
00
.�
1
ER
1 JLL J I Lr J ULLOW
� 251
f
EX. 18" C.I. WATER
P � `
I�
— SEE STEP 2
BELOW
CONNECTION 513 TO
EXISTING WATER MAIN
✓
SEE W
NEW 18" D.I. WATER
SEE STEP 1 BELOW —/
CONNECTION 5C TO
EXISTING WATER MAIN
249
NEW 12"
STEP
STEP 1 —
OWN ---_x *N
�d E7j �00 I
EX. 18" C.I. WATER NEW 18" D.I. WATER
EX. 8" C.I.
WATER
J CONNECTION 6 TO
EXISTING WATER MAIN
.2
CONNECTION 6 DETAIL
SEE PLAN SHT 135, PROFILE SHT 157
CONNECTION 5D — APPROXIMATE STA 22+04.0, 39.3' LT
CONNECTION 5A, 5131 & 5C DETAIL
NOTES:
SEE PLAN SHT 135, PROFILE SHT 157
CONNECTION 5A — APPROXIMATE STA 22+73.0, RT, 39.7' RT
STEP 1: CUT
—IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18"
C.I. WATER LINE AT STA
CONNECTION 5B -- A.PPROX11MIATE STA 22+85.8, 54.2' RT
248+12.3,
11.1' RT & 251+30.5, 8.1' RT.
CONNECTION 5C — APPROXIMATE 7TH AVE STA 251+30.5, 8.1' RT
STEP 2: CUT —IN 2 NEW 18"x12" TEES, 18" BUTTERFLY VALVES AND 12"
GATE VALVES AT STA
22+73.1, 39.7' RT (5A) AND 22+85.8, 54.2' RT (513).
STEP 3: AFTER ALL TESTING, POLY —PIG CLEANING,
DISINFECTION, AND FLUSHING OF NEW LINES,
CONNECT
2 NEW 12" WATER LINES TO ABOVE NEW 12" VALVES WITH 12"
SOLID SLEEVE COUPLINGS
(MJ) AND
D.I. SPOOLS.
11-14-11
��G'A°�
��S
f _ o
SURVEYED: KPG
DRAWN BY: SOD
DESIGN BY: SOD
G KPr
753 9th Avenue N 2502 Jefferson Avenue
20320�� ww�
�roN�L E��
CHECK BY: JLF
PROJ MGR: JF
Seattle, WA 98109 Tacoma, WA 98402
(206) 286-1640 (253) 627-0720
www,kpg.com
REVISION DESCRIPTION
BY
APP.
DATE
FILE: 0655DWATDET01.dwg
NEW 8" D.I. WATER STUB
CONNECTION 8 TO
EXISTING WATER MAIN
EX. 8" C.I.
WATER __1
NEW 12" 5 BEND
CONNECTION 8 DETAIL
R11103
STEP 1: REMOVE TEMPORARY SERVICE LINE,
SEE WATER BYPASS PLANS, SHT 161.
REMOVE SECTION OF EXISTING 18" AND 8"
WATER LINES, 18"x8" TEE, VALVE, BEND AND
BLOCKING AND CUT —IN NEW 18%12" TEE, 18"
BUTTERFLY VALVE AND 12" GATE VALVE.
STEP 2: AFTER ALL TESTING, POLY —PIG
CLEANING, DISINFECTION AND FLUSHING,
CONNECT NEW 12" D.I. WATER TO NEW 12"
VALVE WITH 12" SOLID SLEEVE COUPLING (MJ).
NEW 12" D.I.
WATER
NEW 11U."I.WATER
SEE PLAN SHT 136
CONNECTION 9 — APPROXIMATE STA 27+26.3, 72.8' LT
0 5 10 20 30
SCALE IN FEET
NOTES:
NEW 1,
WATER
CONNECTION 7 DETAIL 0-1ES:
SEE PLAN SHT 136 REMOVE TEMPORARY FIRE HYDRANT,
CONNECTION 7 —APPROXIMATE STA 26+11.2, 40.3' RT g" END CAP AND 2" SERVICE LINE.
SEE WATER BYPASS PLANS, SHT 161.
CONNECT NEW 8" D.I. STUB TO
EXISTING 8" C.I. WATER WITH 8"
SOLID SLEEVE COUPLING PER CITY
OF RENTON STD. PLAN 300.5
W=343012
REMOVE TEMPORARY 3" SERVICE LINE,
SEE WATER BYPASS PLANS, SHT 161.
CONNECT NEW 8" D.I. STUB TO
EXISTING 8" C.I. WATER WITH 8" SOLID
SLEEVE COUPLING PER CITY OF
RENTON STD. PLAN 300.5
CITY OF RENTON
R
BID =�
Public Works Department
DOCUMENTS APPROVED FOR CONSTRUCTION
BY: DATE: , r
WATER
Ilc
�
NEW 12"
D.I.
WATER
I
D.I. WATER
CONNECTION 9 DETAIL
ON 9 TO
WATER MAI
SEE PLAN SHT 136, PROFILE SHT 157
CONNECTION 9 — APPROXIMATE STA 28+61.6, 60.5' RT
NOTES:
REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER
BYPASS PLANS, SHT 161.
CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10" SOLID
SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
WATER DETAILS
DRAWING NO.
143
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO. 143 OF 304
z
�J
z
cr: �
w
�
o
ON