HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. L1
ESTRIDGE DEVELOPMENT CO., INC.
CARMEL, INDIANA
DEGEE
OF BEND
6" 8 10" 12" 14" 16" 18" 20" 24" 30"
90 TEE
PLUG
27'
35'
42'
I1
58'
65'
73'
80'
95'
115'
45'
I
PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF PIPE TO BE RESTRAINED
IN EACH DIRECTION FROM 1/4" BEND
BASED ON 150 PSI TEST PRESSURE
DEGEE
OF BEND
6" 8 10" 12" 14" 16" 18" 20" 24" 30"
90 TEE
PLUG
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:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
PRC
CHECKED BY:
JCC
SHEET TITLE:
WATER DISTRIBUTION DETAILS
DRAWING FILES:
R: \4K \4409 \001 \DWGS \C702
SHEET NO.:
C702
REVISIONS:
1. PRC 01/16/04 REPLACE CONCRETE BLOCKING DETAIL WITH JOINT RESTRAINT DETAIL.
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G G\STE-R
_-.0 920350
STATE OF 2
e AN I A C
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DATE: 1 Z 1 C: �J
HIS DRAWING AND THE ID AS, D SIGNS AND
ONCEPTS 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. (2003)
S chneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
SCOPE OF WORK:
WATER MAINS
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:
A. Cost Iron Pipe: Cost iron pipe shall meet AWWA Specification C -106 with push —on join
r Meeting AWWA Specification C-111. Wall thickness shall be determined from Table 6.1
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, annealed copper tubing complying with Federal
Specification WW —T -799. Fittings shall be wrought copper or cast bronze with solder
joints. Solder shah be of a composition recommended by the manufacturer of the fittings.
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 inozzles. A valve opening not less than 5 inches and a 6 inch inlet
connection. The length of the hydrant barrel shah 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:
C.
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 inch
wrench nuts. Furnish two (2) keys.
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, bogies shall be approved standard buffalo--type, cas 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 minimurn 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
pitch varnish. Furnish two (2) keys for bolt in lids.
F. Stops: Stop shall he those manufactured by Ford or Mueller Corporation with AWWA
taper thread, and wth 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. Angie Valves: Angle valves at the end of water service stub are to be copper
compression type fitting also, and are 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 sE ;ers
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 '8 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 gravel 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.
Water line laid in same trench on a bench of undisturbed earth and
sewer at least 18" below bottom of water line.
Where water lines and sewers cross and the water line cannot be placed
above the sewer with a minimum of 18" vertical clearance, the sewer must be
constructed of water works grade cast iron pipe with mechanical joints within
10 feet of the 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.
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.
coal —tar
BACKFIL.L WITH
EXCAVATED
MATERIAL
O.D. OF
WATERMAIN
MINIMUM
O.D. 1'—
TYPICAL WATER MAIN
INSTALLATION
NOTE:
BEMDS FITTINGS
AS REQUIRES.
(SEE WATER
MAIN PLANS)
DIG OUT EACH JOINT. PIPE
TO REST ON FIRM EARTH
..111111 11111
111 III1
FITTING TO SUIT
Col
r
MECHANICAL
JOINTS
NEW MAIN
TAPPING SLEEVE
VALVE
0
EXISTING MAIN
TYPICAL CONNECTION TYPE "B"
TEE
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\7� ;GA S M AI N
SANITARY
SEWER
WATER MAIN
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TYPICAL UTILITY CROSSING
MECHANICAL JOINT
4
USE TAPPING SLEEVE VALVE
FOR CONNECTIONS UNDER PRESSURE
EXISTING MAIN
CONNECTION TO EXISTING MAIN
/r. i \i \i \i \�i \�\i \ice
4'
O i
SET TOP FLUSH WITH FINISHED GRADE
WATER MAIN
GATE VALVE AND BOX
ri
ADJUSTABLE VALVE BOX
POSI -CAPS OR EQUAL REQUIRED
FOR ALL VALVES
UTILITY EASEMENT
3'
TYPICAL SECTION HYDRANT MAIN LOCATION
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
TITLE:
JOINT RESTRAINT
TABLE
DRAWN BY:
JONES HENRY
ENGINEERS, INC.
DRAWING NAME: CW10
1
COVER AS SPECIFIED