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CASING DETAIL
"" STD. WALL NTS 'A" WATER
STBEEL CASING PIPE
D.I. PIPE
CASING SPACER
so
SECTION A -A
NTS
NOTES:
1. CASING SEAL BRICK IN AND MORTAR FINISH.
2. PROVIDE MIN 3 CASING SPACERS PER PIPE LENGTH.
3. EXTEND STEEL CASING 4.5' FROM FRONT FACE AND BACK FACE OF
WALL, OR WALL FOOTING, WHICHEVER IS WIDER.
REINFORCED CONC. WALL FOOTING
OR BASE OF STRUCTURAL EARTH WALL
AND FOUNDATION PAD.
SEE WALL PLANS, PROFILES
@ DETAILS, SHTS 28 -35.
I CASING SEAL
2' MAX
1/2" MIN. CLEARANCE BETWEEN STEEL
CASING @ END BELL OF D.I. PIPE
CASING PIPE "B° DIA.
STD. STEEL PIPE
"A° PIPE SIZES
°B° CASING
SIZES
MIN CASING
WALL THICKNESS
6"
12"
1/4"
B.
16"
1/4"
10°
20°
1/4"
12°
24°
1/4"
14°
28°
1/4"
16°
32°
1/4"
STEEL CASING FOR WATER DETAIL
NTS
D.I. LONG SOLID
SLEEVE COUPUNG (MJ)
NEW DUCTILE
IRON PIPE
E%. PVC, D.I.
LACED
OR C.I. PIPE
(DUTCHMAN)
TYPICAL CONNECTION TO EXISTING WATER MAIN DETAIL
NTS
WATER CONNECTION GENERAL NOTES
1. REMOVE ANY CONFLICTING EXISTING WATER PIPES, FITRNGS, THRUST
BLOCKING, OR APPURTENANCES AS NECESSARY TO INSTALL EX. 12° C.I. WATER CONNECTION 2 TO
CONNECTIONS TO EXISTING WATER MAINS. EXISTING WATER MAIN
2. THE CONNECTION "/" DETAILS SHOWN ARE INTENDED TO DEMONSTRATE
THE VARIOUS STEPS AND SEQUENCING REQUIREMENTS
RENTON' BEFORE EACH NEW 11.25' BEN
CONNECTION CAN BE MADE TO THE CITY ,I INCLUDING WATER SYSTEM.
ALL EXISTING AND E FUTURE
COON IMPROVEMENTS, LS. FOR UTILITIES, ARE
NOT SHOWN ON THE CONNECTION "/° DETAILS. FOR ADDITIONAL WATER
CONSTRUCTION INFORMATION, SEE SHTS 132 -141. SEE APPLICABLE Vi
CONTRACT DRAWINGS FOR ALL OTHER INFORMATION.
NEW 12° D.I. Vi
WATER STUB
E%. 90' BEND AND BLOCKING
Vl-
NEW 12° D.I. WATER STUB Z Z
CONNECTIOIN 1 TO �/ D3 D3A E% 12" C.I. WATER
EXISTING WATER MAIN NEW 12° D.I. WATER TO BE ABANDONED
\\ o - p
E%. 12° WATER o p PO
a .g NEW 12" D.I. WATER
-W 71�IC 71 iC
EX. DEAD -MAN P -� CONNECTION 2 DETAIL Nohs:
BLOCK E%. 12° CAP
� SEE PLAN SHT 133 REMOVE TEMPORARY FIRE HYDRANT AND 12"
E%. 12" GATE VALVE IN VAULT APPROXIMATE STA 14 +98.0, 69.4' LT END CAP. SEE WATER BYPASS PLANS, SHT
' 160.
REMOVE EXISTING 90' BEND AND BLOCKING
AND CONNECT NEW 12" D.I. WATER STUB TO
CONNECTION 7 DETAIL` EXISTING 12° C.I. WATER WITH 12° SOLD
SEE PLAN SHT 132, PROFILE SHT 146 REMOVE EXISTING END CAP AND CONNECT SLEEVE COUPLING (MJ) OR ADAPTOR AND D.I.
APPROXIMATE STA 11 +15.8, 31.2 LT NEW 12° D.I. WATER STUB TO EXISTING 12" D.I. SPOOL CAP EXISTING WATER LINE WITH MJ
PIPE PATH 12° SOLID SLEEVE COUPLING (MJ),
CAP.
AND D.I. SPOOL, AND SHACKLE TO EXISTING
VALVE NTH 4 -3/4° RODS.
/ o NEW 12° D.I. WATER
CONNECTION 3 TO C.I.
EXISTING WRIER MAIN
X L//
NEW 11.25' BEND
E%. 12° C.I. WATER /NEW 22,5' BEND
TO BE ABANDONED _, ru
Fx NEW 12" D.I.
WATER STUB
_B" C.I. WATER I D5
NEW 8° D.I. WATER STUB
y G— v. v CONNECTION 4 TO
I EX. 8' C.I. WATER EXISTING WATER MAIN
La NEW 12' D.I. WATER � @ i
CONNECTION 4 DETAIL NOTES:
I SEE PLAN SHT 134 REMOVE TEMPORARY FIRE HYDRANT, 2"
APPROXIMATE STA 18 +33.3, 63.0' RT SERWCE LINES AND 8" END CAP. SEE WATER
BYPASS PLANS, SHT 161.
REMOVE EXISTING B" TEE AND BLOCKING FOR
CONNECTION 3 DETAIL NOTES: INSTALLATION OF NEW TEE AND BLOCKING.
ABANDON AND REMOVE EXISTING B" C.I.
SEE PLAN SHT 134, PROFILE SHT 156 REMOVE TEMPORARY FIRE HYDRANT AND 12" END CAP. WATER PIPE AND CONNECT NEW 8° D.I. WATER
APPROXIMATE STA 16 +28.2, 72.2' LT SEE WATER BYPASS PLANS, SHT 160. STUB TO EXISTING 8" C.I. WATER WITH 8"
CONNECT NEW 12" D.I. WATER STUB TO EXISTING 12" SOLID SLEEVE COUPLING (MJ) OR ADAPTOR
C.I. WATER WITH 12° 22.5' +11.25' BENDS AND AND D.I. SPOOL
BLOCKING, 12" SOLID SLEEVE COUPLING OR ADAPTOR 0 5 10 20 30
AND D.I. SPOOL. CAP EXISTING 12° WATER NTH 12° MJ SCALE IN FEET
CAP.
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KpG RECORD
753MM�brueN 2iPtkAeamArenu
Batlb,WAABI4B TpYIq WA9&f& DRAWINGS
2114M0 V4677 DRAWINGS
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All CITY OF RENTON
N
P�eu�wo,ks Department
APPROVED FOR COmslRUCliom
BY DATE.
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
WATER DETAILS
DRAWING NO 142
PROJECT NO TEDaos(04
FEDAID IJG. -0MO B)
DATE MAR 2014
SHEET NO iaz of aoa
NUMBER
REVISION DescawnoN
By
APP.
DATE