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TED
'-6" WOOD
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HYLENE�
'SI CONC. -
BLOCK
SIDE VIEW
0
Ld
TRENCH WIDTH
FRONT VIEW
GATE VALVE BOX SETTING
TEES, PLUGS & HYDRANTS
TEES, PLUGS &
HYDRANTS
PIPE DIA.
BEARING AREA
INCHES
"A" 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
NOTES:
NO SCALE
F I RNAN
ELBOWS
PIPE DIA.
BEARING AREA
"A" FEET
INCHES
90° 45° 22-112° 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
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 WAS USED IN DETERMINING THE MINIMUM "BEARING
AREAS" IN THE ABOVE TABLES.
5. THE CROSS SECTION OF THE THRUST BLOCKS SHALL BE SQUARE.
CONCRETE THRUST BLOCK DETAIL
NO SCALE
New Pipe Shall Be
Existing Water Main
Installed Under The
Topping Sleeve
Existing Water Main
See Trench Detail
For Backfill Requirements
tVG/VeVGI
Existing Water Main
New Water Main
Varies
� vvvvvvvvvvv
vvvvvvvvvvv•
12" Min j vvvvvvvvvvv
vvvvvvvvvv i
Tee
vvvvvvvvvvv
vvvvv New Water Main
vvv
vvvv vvv '
vvv vvv
Bend
\ vvv vvvv
As Required
9
I/ories
vvvvv vvvv
vvv vvvvvv
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
Note:
All Joints Shall Be
6" Layers To Pipe Centerline
Restrained Except
Bedding Material Shall Conform
In Run Of Tee.
To INDOT 903.02, Size No. 8
PLAN
SECTION
Notes:
1) Megalug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smaller shall be considered
TITLE:
scrap, and shall not be installed
into system.
CITY OF C A R M E L WATER VAIN
STANDARD DETAILS CONNECTION DETAIL
Drawn By:
Date: March 2001 Scale: Not To Scale Jones & Henry Drawing Name: CW5
Engineers, Inc.
SIZE
"W"
Ll "**
"T"
6"
2'-6"
2'-0"
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
3'-6"
3'-0"
5"
21 "
3'-11 "
3'-4"
6"
24"
4'-3"
3'-8"
6"
27"
5'-6"
3'-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"
g"
72"
9-8
10»
10
78"
10'-3"
loll
1'-0" Minimum
Undisturbed Ground
Match Existing Pavement
Material And Thickness
Existing Pavement, Saw
Cut Straight Edge
Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Special Back/ill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.02b
TRENCH SCHEDULE
Note: Under Existing Sewers, Water Lines,
Gas Lines, Telephone Cable And
% o Electrical Conduits, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lines.
Undisturbed Earth
"W" or 'U" At
Top Of Pipe ~
*Note.' "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With ASTM D-2321.
** Table is For ASTM D-3034, Wall Thickness
Class SDR 35 For 6 "-15" And AST"
F-679 Wall Thickness Class T-1 For
18"-36. For Other Flexible Pipes,
Minimum Trench Width 'U" Shall Meet
Manufacturers Requirements.
TRENCH DETAIL
FOR WATER LINES - NOT TO SCALE
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed
And Hand Tamped In 6" Layers To A Minimum
Of 1 "-O" Above Pipe.
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In 6"" foyers
to 8 to 12 inches above pipe.
Bedding Material Shall Conform
To INDOT 903.02, Size No. 8
Final backfill for water mains, water service laterals, sanitary mains
and sanitary service laterals for all installations within the City
right-of-way shall be B-Borrow for Structure Backfill meeting the
material requirements of the WDOT The material shall be
apporoved by the City of Carmel Department of Engineering at time
of installation. Final bockfill shall be compacted in 6-inch
maximum lifts to not less than 95Z Standard Proctor Density for
the entire depth of the material placed. The bockfill for the top
6-inches of the excavation below the start of the aggregate
sub -base of the pavement shall be No. 53 Stone meeting the
material requirements of the INDOT and shall be compacted to not
less than 957 Standard Proctor Density. If the standard practice
of the utility that has jurisdiction over the installation has a more
stringent final backrill requirement, the more stringent requirement
shall govern.
PRESSURE PIPE JOINT
RESTRAINT TABLE
Length Of Pipe To
Be Restrained
In Each
Direction From
? Of Bend
Based On 150 PSI
Test Pressure
Degree
Of Bend
6"
8"
loll
12" 14"
161, 18"
20"
24"
Jo
90" Tees
27'
J5'
42'
50'
58'
65'
7J'
80,
95'
115'
& Plugs
45-
7'
9'
11,
13'
15'
17'
19'
21 '
24'
29'
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.
CIRCLE
DESIGN GROUP
INDIANAPOLIS, IN 1 317,781.6200
C I RCLEDESIGNGROUP.COM
Engineer:
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910023
STATE OF .ram
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KEY PLAN
CARMEL CITY CENTER
SCALE: NTS
PLAN (NORTH
Developer:
P E D C O R
a' aew&x
DEVELOPMENT CO.
COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. m COPY RIGHT 2015
JAMES R. STUTZMAN, AIA, Carmel, Indiana.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
06/30/21
Drawn By Checked By
DBH RDM
Last Revision Date:
Sheet Title:
WATER
CONSTRUCTION DETAILS
Sheet Number:
C805