HomeMy WebLinkAbout27 Plumbing Site Utility Details - PSU3.1ELBOWS
PIPE DIA.
"A"
BEARING AREA
INCHES
FEET
90' 45' 22-1/7 11-1/4'
4
1.5
2.1
1.1
0.6
0.3
6
2.0
4.1
2.2
1.1
0.6
8
2.0
6.8
3.7
1.9
0.9
10
2.5
10.1
5.5
2.8
1.4
12
3.0
14.1
7.6
3.9
2.0
16
3.0
24.2
13.0
6.7
3.3
18
3.0
30.0
16.3
8.3
4.2
20
3.0
36.8
19.9
10.1
5.1
TEES, PLUGS HYDRANTS
PIPE DIA.
"A"
BEARING AREA
INCHES
FEET
SQUARE FEET
4
2.0
1.5
6
2.0
2.9
8
2.5
4.8
10
2.5
7.1
12
3.0
10.0
16
3.0
17.1
18
3.5
21.0
20
4.0
26.0
SIZE
"W.,
"u
-7,,
6
2'`6,'
2' -O"
4"
8"
2' -6"
2' -1
4"
10"
2' -6"
2' -3"
4"
12"
2' -9"
2' -5"
4"
15"
3' -0"
2' -8"
5"
18"
JP-6"
.3'-0"
5"
21"
3' -11
3P-4"
6"
24"
4' -3"
3' -8"
6"
27"
5' -6"
JP-11"
6"
30"
5' -9"
4' -4"
6"
36"
6' -3"
5' -2"
6"
42"
6'-11"
8"
48"
7' -4"
9"
54"
8' -0"
9"
60"
8'6"
9"
66"
9' -1
9"
72"
9'-8"
10"
78"
10' -3"
10"
PRESSURE PIPE JOINT RESTRAINT TABLE
Length Of Pipe 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'
11,5'
45°
7'
9'
11'
13'
15'
17'
19'
21'
24'
24'
22 -1/2'
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
11 -1/4'
2'
2'
3'
3'
4
4'
4'
5'
6'
7'
Restrained Joints Shall Be Mechanical Joint With Retainer Glands,
US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System,
Or Equal.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS
ARE REQUIRED.
JOINT RESTRAINT TABLE
NO SCALE
O
TEST, PLUGS HYDRANTS
1. THRUST BLOCK SHALL BE fc =2500 PSI 28 DAYS (SEE SPECIFICATIONS
SECTION 03300)
2. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED EARTH.
3. BOLTS, FITTINGS JOINTS SHALL BE KEPT CLEAR OF CONCRETE.
4. A BEARING CAPACITY OF 2000# PER FOOT IS UTILIZED IN DETERMINING
THE MINIMUM "BEARING AREAS" IN THE ABOVE TABLES.
5. THE CROSS SECTION OF THE THRUST BLOCKS SHALL BE SQUARE.
THRUST BLOCK DETAIL
NO SCALE
ELBOWS
Water Main
NO SCALE
Tee M.J.
6 "Valve Box
6" Gate
Valve
Notes:
3'-0"
Hydrant Assemb
Restrained
4
Length And Fittings
As Required
REL OCA TED
4
a�
1. At High Points Along Main Water Line
Anchoring Tee Shall
Be Set At 45' Angle Upwards And Connected
To 6" 45' Bend. Main Water Line Shall Be
Lowered To Provide Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run
Of Tee.
J. Hydrants Shall Be Set At 500' Max. Horizontal
Distance, Or Less As Specified By Fire Department
4. All valves must include Posi -Cap or equivalent
5. Hydrant Valves must be restrained to the tee
with either all thread, or an anchoring tee.
l'
Bedding Material Conforming To
INDOT 903.02, Size No. 8
One 8 "x8 "x 16" Solid
Conc. Block Or 6 "Min.
Class "B" Concrete
Base On Undisturbed
ground.
RELOCATED FIRE HYDRANT INSTALLATION DETAIL
TRENCH SCHEDULE
Existing Water Main
Tapping Sleeve
Varies
Bend
As Required
Table Is For ASTM D -3034, Wall Thickness
Class SDR 35 For 6 -15" And ASTM
F -679 Wall Thickness Class T -1 For
18 -36. For Other Flexible Pipes,
Minimum Trench Width "U' Shall Meet
Manufacturer's Requirements.
1 Minimum
Undisturbed Ground
Existing Pavement, Sow
Cut Straight Edge
Special Backfill Under
Pavement, Drives, Woks
Or Where Ordered romped
In 6" Layers
Special Bockfill Shall
Conform ro INDOT 211.021,
Valve
Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
NO SCALE
Undisturbed Earth
New Water Main
Tee
Notes:
New Pipe Shall Be
Installed Under The
Existing Water Main
"W" or "U" At
Top Of Pipe
NO SCALE
FOR SEWER AND WATER MAINS
12" Min.
1) Megolug flanges shall be used for oil mechanical joints.
2) Ben end pieces of pipe 4 ft. and smaller shall be considered
scrap. and shot not be installed into system.
Match Existing Pavement
Material And Thickness
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TRENCH DETAIL
SECTION
i
WATER MAIN CONNECTION DETAIL
ALL SITE WATER MAIN PIPING SHALL HAVE A MINIMUM OF
5' -O" OF COVER TO THE TOP OF PIPE MECHANICAL OFFSETS
SHALL BE PROVIDED WHERE CONFLICTS WITH OTHER UTILITIES
(lE STORM /SANITARY) MAY OCCUR
See Trench Detail
For 8ackfill Requirements
Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Existing Water Main
New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02, Size No. 8
Under Existing Sewers, Water Lines,
Gas Lines, Telephone Coble And
Electrical Conduits, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lines.
For Plexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed
And Hand romped In 6" Layers To A Minimum
Of 1"-O" Above Pipe.
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In 6' layers
to 8 to 12 inches above pipe.
Bedding Material Shall Conform
To INDOT 903.02, Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
in Accordance With ASTM D -2321.
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CHS FRESHMAN CENTER
201105.00