HomeMy WebLinkAbout04070007 C702 Water Details and SpecificationsPRESSURE 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'
115'
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'
DATE:
7/2/04
PROJECT NO.:
1238.9007
DRAWN BY:
BET
CHECKED BY:
SHEET TITLE:
WATER DETAILS
AND SPECIFICATIONS
DRAWING FILES:
N: \1238 \9007 \DWGS \C702.DWG
SHEET NO.:
C702
BLOCKING FOR PLUGS BENDS
BLOCKING FOR TEES WYES
PIPE
SIZE
OUTSIDE FACE AREA
(SQ. FT.
SIZE OF
RUN
SIZE OF
BRANCH
OUTSIDE FACE
AREA (SQ. FT.)
PLUG
90' BEND
45" BEND
22 1/2"
11 1/4"
20"
16
25
14
7
4
20"
OR
16"
16"
12
16"
12
16
9
5
3
6
12"
7
9
5
3
2
g
5
10"
4
7
4
2
1
12"
OR
LESS
12"
7
8"
3
5
3
2
1
10"
6
8"
4
6"
2
3
2
1
1
6"
2
4"
2
3
2
1
1
4"
2
1. SCOPE OF WORK:
A. The work required under this section includes all cold water distribution lines, valves,
hydrants, and related items including excavating and backfilling necessary to complete
the work shown on the drawings. The ends of water service lines shall be tightly
plugged or capped at the terminal points pending the connecting to all such lines
of the building piping as specified in the plumbing specifications and architectural
drawings.
2. MATERIALS:
WATER MAINS
A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints
meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4
in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe
to be cement lines per AWWA C -104.
B. Copper Tubing: Shall be seamless, "K" copper tubing complying with Federal
Specification WW —T -799. Fittings shall be wrought copper with compression fitttings or cast
bronze.
C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local
standards and requirements, particularly as to nozzle diameters and threads, direction
of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one
pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet
connection. The length of the hydrant barrel shall be determined by the specified
depth of cover over the pipe.
D. Valves: All valves and stops shall have ends suited or adapters shall be provided for
the proper installation in the lines in which they are located. Valves shall meet local
standards or in the absence of such standards, the following requirements:
1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves
conforming to AWWA Specification C -500. They shall open in the same direction
as those used in the local waterworks system. Valve stems shall terminate in 2 inch
wrench nuts. Furnish two (2) keys.
2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with
T heads. Furnish two (2) keys.
E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the
following requirements:
1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron,
adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches.
2. For brass body valves (stops) boxes shall be approved standard cast iron extension
service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in
place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar
pitch varnish. Furnish two (2) keys for bolt in lids.
F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA
taper thread, and with copper compression type fitting on outlet, or equal.
G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation
(H -10283 or H- 10291), or equal.
H. Angle Valves: Angle valves at the end of water service stub are to be copper
compression type fitting also, and ore to be protected with plastic bag over the valve.
I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping
saddle. Water service lines should be marked on curbs with a stamped "W placed
while pouring curbs.
3. APPLICATION:
A. Permits and Codes: The intent of this section is the specifications if that the contractor's
bid on the work covered herein shall be based upon the drawings and specifications but
that the work shall comply with all applicable codes and regulations. Contractor shall
furnish all necessary bonds to get permits for cuts and connections.
B. Existing Improvements: Maintain in operating condition all active utilities and sewers
and other pipe system that may be encountered.
C. Trenching: Lay all pipe in open trenches, except when local authority gives written
permission for tunneling. Provide a separate trench for the water line at least 10
feet horizontally from any sanitary sewer. In locations where separate trenches for sewer
and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches
above the top of the sewer.
D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12
E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and
adjacent structures. All trenching shall comply with the Occupational Safety and
Health Administration Standards.
F. Water Removal: Keep trenches free from water while construction therein is in
progress. Under no circumstances lay pipe or appurtenances in standing water.
Conduct the discharge from trench dewatering to drains or natural drainage channels.
G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and
uniformly supported. The full load shall rest on the barrel of the pipe. The trench
may be excavated to a depth of 4 inches or more below final grade with sand, crushed
stone or grovel backfill to bring it back to pipe laying grade. For a depth of at least
12 inches above the top of the pipe backfill with earth or granular material free from
large stones, roots or frozen clogs. Tamp this backfill thoroughly taking care not to
disturb the pipe. Backfill under walks, parking areas, driveways and streets with
granular material only and tamp thoroughly, by approved methods. Trenches parallel
to and within 10 feet of paved roadways shall be constructed the same.
H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at
least two hours at a pressure of 100 pounds per square inch. Inspect all joints for
leakage and remedy any leaks. Upon completion of the water distribution mains, flush
out the system until the water runs clear. As soon as the system has been flushed out,
it shall be sterilized in accordance with the requirements of City of Carmel.
I. If a horizontal distance of 10 feet cannot be maintained between the water line and
and a sanitary sewer line, one of the following shall be done.
a. Water line laid in a separate trench and 18" above sewer.
b. Water line laid in same trench on a bench of undisturbed earth and
sewer at least 18" below bottom of water line.
J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities
and conditions pertaining to his phase of the work. It shall also be the contractors
responsibility to contact the owners of the various utilities before work is started. The
contractor shall notify in writing the owners or the engineer of any changes, errors or
omissions found on these plans on in the field before work is started or resumed.
K. New Water Main Construction: Contractor to record dimension of each water stub and
valves from nearest fire hydrant measured along water main. The locations of hydrants
and water valves, along with any other construction changes are to be incorporated on
the original construction drawings and "Record Drawing" prints submitted to
Engineer's Office as soon after completion of construction as possible.
Pipe Tracing Tape
A. All pipe shall be traced with "Terra Tape" by Reef Industries,
Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape
shall be "Detectable" type imprinted with "Caution Buried
Water Line Below
Gate Valves
Where water lines and sewers cross and the water lime cannot be placed
above the sewer with a minimum of 18" vertical clearance, the sewer must be
constructed of water works grade cost iron pipe with mechanical joints within
10 feet of the water line.
A. All gate valves shall be iron body, bronze mounted, double
disc, parallel seat type gate valves, conforming to AWWA
Standard Specifications C500. They shall open in a counter
clockwise direction. Valves placed in a valve box shall
terminate in 2 inch square operating nut and have non rising
stems. One valve wrench shall be supplied to the Owner for
this project. Gate valves shall be as made by Kennedy Valve
Manufacturing Co., Inc., Elmira, New York, Mueller or equal.
Valve Boxes
A. Valve boxes shall be a three —piece cast iron type (base,
center section, and sliding type adjustable extension)
toge +her with a "stay —put" cover marked "WATER The base
shall be of the size recommended by the manufacturer for the
size valve with which it is to be used. Wall thickness of the
base and vertical sections shall not be less than 3/16 inch,
and each valve box shall have a minimum shaft diameter of
5-1/4 inches.
BACKFILL WITH
EXCAVATED
MATERIAL
0.D. OF
WATERMAIN
/.A.
MINIMUM
O.D. 1'—
TYPICAL WATER MAIN
INSTALLATION
FITTING TO SUIT
MECHANICAL JOINT
r
CONNECTION TO EXISTING MAIN
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/2'
11 1/4* BENDS.
3/4 "x18"
ANCHOR BOLTS
(4 REQ'D)
PLAN
5" DIAM. WASHER, 1" THICK
ANCHOR BLOCK TO BE OF
CLASS "B" CONCRETE
STRAP IRON ANCHORS
2" WIDE x 1/2" THICK
DOWNWARD BEND
DIG OUT EACH JOINT. PIPE
TO REST ON FIRM EARTH
USE TAPPING SLEEVE "ALV E
FOR CONNECTIONS UNDER PRESSURE
1
EXISTING MAIN
I
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90'
45" BENDS.
PLAN
OUTSIDE FACE AREA AS NOTED
IN TABLE.
SECTION "C —C"
NOTE:
ALL CONCRETE BLOCKING TO CONSIST OF CLASS "B" CONCRETE POURED AGAINST FIRM GROUND.
Ii, ,Il,
GAS MAIN
SANITARY
SEWER
SET TOP FLUSH WITH FINISHED GRADE
POSI —CAP OR EQUIVALENT TO BE
INSTALLED ON ALL VALVES
BRANCH
PLUG
12"
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
WYES.
FOR PLUGS.
PLAN
-1 11 -1 I I -1 11 -1 I ICI
SECTION "D —D"
DETAIL CONCRETE BLOCKING
TYPICAL UTILITY CROSSING
GATE VALVE AND BOX
WATER MAIN lo
4,
4
4
1
ADJUSTABLE VALVE BOX
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.
CITY OF CARMEL
STANDARD DETAILS
Date: March 2001
Scale: Not To Scale
TfTL
JOINT RESTRAINT
TABLE
Drawn By:
Jones Henry
Engineers. Inc.
Drawing Name: CW10
Existing Water Main
Tapping Sleeve
Notes.
Varies
Bend
As Required
Water Main
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
Notes:
1) Megalug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smoller shall be considered
scrap, and shall not be installed into system.
L
h
Service Saddle Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 350 Or Greater.
(Verify With Owner For Pressure Class DIP.)
Valve
Varies
PLAN
9
New Water Main
Tee
Curb Box With Cover
Double Strap
Service Saddle
Lenath
Varies
Copper Service Line
1. At High Points Along Main Water Line Where
Indicated On Drawings, 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.
3. 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
New Pipe Shall Be
Installed Under The
Existing Water Main
Curb Stop
Date: March 2001
Corporation Stop
Mueller H-15008, Or Equal
Water Main
Length And Fittings
,4s Required
Date: March 01
12" Min.
CITY OF CARMEL
STANDARD DETAILS
Concrete Block
(Verify)
1 vvvvvvvvvvv
vvvvvvvvvv•-
vvvvvvvvvvv
•vvvvvvvvvv•/
vvvvv7vvvvv
vvvv
vvv g3�+
vvvv vvv
vvv vvv
\.vvv vvvv
vvvv•••vvvv
Scale: Not To Scale
CITY OF CARMEL
STANDARD DETAILS
Date: March 2001 I Scale: Not To Scale
Ea t Mueller Centurion A -423, Or Equal
Painted 'Safety Ye %w"
5. Hydrant Valves must be restrained to the tee
with either all thread, or an anchoring tee.
CITY OF CARMEL
STAN DAR D DETAILS
1 -0" Min.
Bedding Material Conforming To
INDOT 903.02, Size No. 8
One 8 "x8 "x16" Solid
Conc. Block Or 6"Min.
Class "8" Concrete
Base On Undisturbed
ground.
Scale: Not To Scale
SECTION
See Trench Detail
For Backfill Requirements
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
WATER MAIN
CONNECTION DETAIL
Drawn Henry
Engineers. Inc.
NOTE.
1) 1" Or Smaller Service Line
Shall Be Direct Tap Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Top Shall Be
Installed With A Min. Horz.
Seperation Of 24':
4) 2 inch taps and smaller
shall not be installed
within 18 inches of machanical
joints and be /s.
Jones Henry
En 'veers. Inc.
Drawn By:
Jones Henry
Engineers. Inc.
Existing Water Main
New Water Main
Drawing Noah: CW5
WATER SERVICE
DETAIL
1 Dmwing Nome: CW4
ARE HYDRANT
ASSEMBLY
Drawing Nome: CW8
LLJ
DATE: 7/02/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering