HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 17PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF IPE TO BE RESTRAINED
IN EACH DIRECTION FROM 1/4 OF BEND
BASED ON 150 psi TEST PRESSURE
DEGREE OF
BEND
6" 8" 10" 12" 14" 16" 18" 20" 24" 30"
90 TEES
PLUGS
27'
35'
42'
50'
58'
65'
73'
80'
95'
115'
45°
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22-1/T
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
11-1/4°
2'
2'
3'
3'
4'
4'
4'
5'
6'
7'
0
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5
0
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BURY
LINE
O' -6"
MIN.
CONCRETE
THRUST BLOCK
CAST —IN —PLACE AGAINST
UNDISTURBED GROUND
F
R
w
CC
1' -0 "(MIN.)
(CONFORM TO LOCAL REQUIREMENTS)
4' SIDEWALK
2' -0" DIA.X2' -0 "DEEP
DRAINAGE PIT
COARSE GRAVEL
CONCRETE
BEARING PAD
OR ANCHOR
BLOCKING IF
REQUIRED
YD RANT D
VALVE BOX
COVER
-1A
r CURB
VALVE BOX INSTALLED
IN ACCORDANCE
WITH SPECIFICATIONS
VALVE WATER MAIN TEE OR
ANCHORING TEE
THRUST BLOCK
L
(NO SCALE)
ALL WAT -RMAIN SERVICE LINES TO
TERM NAT- 8 FEET B ND SIDEWALK
A \D MARK:D W T A 4" PVC PIP
W T A PAINTED BL TOP.
NOTE: P OSI —CAPS OR -QU I VALE T IS
Pi D ON ALL WATER
VALV SALLAT ON AND MEGA L„ GS
V ST B- I STALLED AT ALL
V= C A \CAL JOINTS.
T ER S' ALL BE NO MAN OLIS OR
WATER VALVES W1 T— IN T STR --T
PAVEM C „RBS, SIDEWALKS, OR
ASP A_T PAT S.
\STALL WAT -RMA1\ TRACIR WIR
WIT ALL WATER M AI S LAD.
A \D WAR\ NG TAPE VLSI BE I\
12” TO 18” ABOVE ALL WATERV
FULL DEPT GRA \„LAR BAC ILL IS
N D -D =OR ALL STREET CROSSINGS
ALL WATERV AI \S
DJCT LT IRO\ AN
I\ SA\D, FROM TF
TR C TO 12" ABOV
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F
0
R
N T.
TO T
WAT
O.D. 1
1" CORP.
COCK
El 1
El ;,IIII
SHALL BE
D S—ALL B
BOTTOV
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COPPER SERVICE
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C-
B D
OF T
PIP
ANGLE VALVE
PROTECTED
WITH PLASTIC
WRAP
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH EXCAVATE FOR EACH JOINT
-R SERVICE \STALLAT O\
(NO SCALE)
D
STALL D
AI \S LAID
YDRA T MARKERS TO BE INSTALL
STR -T PAVEMENT P- RP=NDIC
EIRE HYDRANT.
D
J LAR
NOTE:
BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS,
PLACEMENT AND COMPACTION FOR WATER MAINS, WATER
SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER
SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS
UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE B— BORROW
FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS
OF THE INDOT AND SHALL BE COMPACTED IN 6 —INCH MAXIMUM
LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR
THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL
FOR THE TOP 6— INCHES OF THE EXCAVATION BELOW THE START
OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53
STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND
SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD
PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE
STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT
REQUIREMENT SHALL GOVERN.
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2" K COPPER
SERVICE LINE
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2" K COPPER
SERVICE LINE
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4.
2" K COPPER
SERVICE LINE
46 L.F.
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1" K COPPER
SERVICE LINE
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SERVICE LINE
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STREET B
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SERVICE LINE
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NOTE:
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1 -0 IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS
MORE STRINGENT COVER REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
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LEGEND
PROPOSED HYDRANT
VALVE
TEE
RESTRAINED JOINTS SHALL BE MEC
US PIPE TR FLEX JOINT SYSTEV
OR EQUAL.
ANICAL JOINT WITH
US PIPE FIELD LO< GAS
SCALE: 1"= 50'
RETAINER GLANDS,
(ET SYSTEVV,
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE VINIMUV1 LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
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