HomeMy WebLinkAbout05060041 C804 Stamdard Utility Details & SpecsTRENCH SCHEDULE
1' -0' Mkt!mum
Undisturbed Ground
Special Bochfn Under
Pavement. Drives, Walks
Or Where Ordered Tamped
in 6" Layers
Special Backtllt Shall
Conform To INDOT 211.02b
Table 1s 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.
Undisturbed Earth
Match Existing Pavement
Material And Thickness
/Area I
pprovi
op Of Pipe
TRENCH DETAIL
FOR SEWER AND WATER MAINS NTS
Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Under Existing Sewers, Water Lines.
Gas Lines, Telephone Coble And
Electrical Conduits, Backfill With
Granutar Bedding Material To The
Centerline Of The Existing Utility
Lines.
exi
For Flble Pipe With Solid Or Profile Walla,
Granular 8048041461 e Material Shall Be Placed
And Hand Tamped In 6 Layers To A Minimum
Of 1 -0" Above PIP..
Bed Pips in Specified Granular
Bedding Material Hand Tamped to
to 8 to 12 inches above pipe.
Bedding Material Shel Conform
To 14DOT 403-02. Size No. 8
Note; "W" Is The Moximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordonce With ASTM D -2321.
512E "W" "U"" 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" 3' -6" 3' -O" 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' 9
54" 8' -0" 9"
60" 8' 9
1
66" 9' -1" 9"
72" 9' -8" 10"
78" t0' -3" 10"
CITY OF CARMEL
STANDARD DETAILS
Date: March 2001
Scale: Not To Scale
CITY OF CARMEL
STANDARD DETAILS
Scale: Not To Scale
TITLE:
TRENCH DETAIL
TRENCH SCHEDULE
Curb Stop
Double Strap
Service Saddle
Corporation Stop
Mueller H- 15008, Or Equal
Water Main
Length Varies
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.)
Copper'Service Line
Concrete Block
(Verify)
NOTE:
1) 1" Or Smaller Service Line
Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Top Sholl Be
installed With A Min. Horz.
Seperotion Of 24
4) 2 inch taps and smaller
shall not be installed
within 18 inches of mechanical
joints and bells.
Width Of
Flow Line
Rip- Rap
New Utility Line
Top Of Bonk
Top Of Bank
Construction Trench
STREAM CROSSING
PLAN VIEW
Drawing Noe: CW2
MH Frame And Cover
Neenah R -1642, Or Equal
For Watertight 'netoiiations
Neenah R- 1916 -F. Or Equal
"WATER" Cast In Cover
Top Of Structure
1' -0" Higher Than
Adjacent round
MH Riser
ASTM C478
0 -Ring Gaskets
ASTM C443
Water Line
Flexible Watertight Joints
By Kor -N -Seal Or Equal
Distance Between NPT Female Ends Shall
Be As Needed For Portable Meter And Within
Easy Access From Outside The Manhole
,-.Flat Slab Top
Special Backfill .J
(Special Backfill Shall Conform
To INDOT 211.02b)
I Emile
1" Copper Tubing w/ Compression
Valve, Female End And Plug.
1 All Fittings Shan 8e Com
j i ll
1" NPT x Compression Brass
Corporation Stop. Direct Tap
To Water Main
Concrete Blocking As Required
1. Manhole Steps Shall Be
M.A. industries Model
PS -1 Or Equal.
2. 1" Copper Tubing Shall Be Type K
Firmly Anchored To The Manhole
Walls And Ceiling.
3. Meter Yoke Shall Be Ford
Y502 Assembly w /Angle Valves
4. Angle Volvo' Shall Be Ford
KV43 342W. Tephlon Coated
12' And Smaller WaterMains Shall
Hove Gate Valves, Lager Than
12" Shall Have Butterfly Valves.
Monitoring Manholes Shall
Be I+1stoIled At
Each Stream Crossing
Water Main
Tee M.J.
Notes:
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
Hydrant Assembl' 1!�
Restrained
Length And Fittings
As Required
Mueller Centurion A -423, Or Equal
Painted "Safety Yellow"
1' -0" Min.
_L
Bedding Material Conforming To
INDOT 903.02, Size No. 8
One 8 "x8 "x16" Solid
Conc. Block Or 6 "Min.
Class "B" Concrete
Bose On Undisturbed
ground.
5. Hydrant Valves must be restrained to the tee
with either all thread, or an anchoring tee.
TITLE:
FIRE HYDRANT
ASSEMBLY
Topping Sleeve
Varies
Existing Water Main
Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
sots:
1) Megalug flanges shall be used for all mechanical joints.
2) Bee end pieces of pipe 4 ft. and smaller shop be considered
was. and shall not be installed into system.
New Pipe Shall Be
Installed Under The
Existing Water Moin
New Water Main
SECTION
Existing Water Main
New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand *romped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To SNOUT 903.02, Size No. 8
CITY OF CARMEL
STANDARD DETAILS
Date: March 01
Scale: Not To Scale
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" 10" 12" 114" 16" 18" 20" 24" 30"
^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'
Drawing Nome: CW8
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.
Pavement
•Select Excavated Material Or Special
Bockfill Hand Tamped in 6" Layers
Note: Select Excavated Material Or Special Backfill
Shall Be Placed Under All Pavements And
Within The Limits Shown Above.
Special Backfill Shall Conform To INDOT 211.02b
Select Excavated Material Shall Be Approved By Engineer.
Approved Excavated Material
Unless Otherwise Directed
CITY OF CARMEL
STANDARD DETAILS
Date: Mad' 2001
Serfs: Not To Scale
TITLE:
JOINT RESTRAINT
TABLE
Groom ay.
Jones dr Henry
Engineers. inc.
Drawing Nome: cwio
CITY OF CARMEL
STANDARD DETAILS
oat. March 2001
Scale: Not To Scale
CITY OF CARMEL
STANDARD DETAILS
Date: March 2001
Date: March 2001
Date: March 2001
Scale: Not To Scale
CITY OF CARMEL
STANDARD DETAILS
Scale: Not To Scale
CITY OF CARMEL
STANDARD DETAILS
Scale: Not To Scale
TITLE:
WATER SERVICE
DETAIL
r Ziefs Henry
Engineers, Inc.
raven 8y.
t1:
ears, a.
Drawing Naha: Cyµ
TITLE:
MONITORING
MANHOLE
Drawing Nome: CW6
TITLE:
WATER MAIN
CONNECTION DETAIL
Crowing Nome: cw5
1ITLE:
LIMITS OF
SPECIAL BACKFILL
Drawing Name: owl
CARMEL CITY CODE
Sec. 9 -31 Permit; Acreage Costs
(1) From and after the effective date of this Ordinance, no extension to any City -owned water supply transmission line or to any part of
the City -owned water distribution system shall be allowed until a permit is obtained and payment or satisfactory surety for payment as a
contribution to aid in construction has been made into the City of Carmel "Water Availability Mains Fund" which is a depository for said
contributions. These payments designated as "availability contributions" shall be, from time to time, updated and fixed by the City of
Carmel, but shall be established as an acreage cost based on the project cost of the transmission line(s), and/or existing system reinforcing,
necessary to provide adequate service to a service area or sub -area as defined by the Board of Public Works and Safety; with the total cost
to be divided by the total number of acres within the service area or sub -area. Provided, however, that the applicant- owners of real estate
applying for the service shall make payment to the City Engineer or provide surety for such payment in accordance with costs set forth by
platted sections before they are signed per Common Council Ordinance No. Z -289 and recorded, but in no event shall any subdivision or
final plats be signed per Common Council Ordinance No. Z -289 and recorded until satisfactory proof or surety of full payment of the
contribution is on file with the Department of Community Services.
(2) The "availability contributions" will be allocated to and paid into the project cost of the specific off -site transmission line, on -site
distribution system oversizing, and/or existing system reinforcing for which it is paid. Such project costs, in all cases, must be reasonable
and necessary, and subject thereto, shall expressly include legal fees and costs up to a total sum of Four Thousand Dollars ($4,000.00),
construction costs, engineering costs, construction inspection costs, and permit costs of projects administered by the Board of Public Works
and Safety. All elements of the project costs must be disbursed by the City only form the funds deposited as "availability contributions" for
that specific project. Easements, in each case, must be obtained by the owners areal estate prior to designing the project. If the entire
contribution of the computed costs per acre is not needed for a specific development, the excess, if any, will remain in the fund to be
disbursed as hereinafter provided.
(3) The "availability contributions" are hereby established at One Thousand Ten Dollars 1,010.00) per acre. This "availability
contribution" may from time to time be changed by the City of Carmel. (Ord. No. A -54, 4.03 (b), 1 -4 -82; Ord. No. A -66, 1, 12 -7 -92;
Ord. No. A -71, 3- 15 -93; Carmel City Code, 1985 Suppl., 4.03 (b); Ord. No. D- 1444 -99 12 -6 -99)
Sec. 9-35 Individual Connections Equivalent User Contribution Multiples.
Where an individual connection is sought for acreage or developed areas inside or outside the corporate limits of the City of Carmel, the
following water users, listed by type of occupancy, shall pay a contribution to aid in construction of additional water supply, treatment, and
storage facilities, into the City of Carmel "Water Connection Facilities Fund," which is a depository for said contributions. The funds
accumulated will be used to assist in financing the cost of construction of the above described facilities when they are required. The
"equivalent" user unit of (1) is based on a single family residence and the "equivalent" user contribution is hereby initially fixed at
$1,310.00. The equivalent user contribution of $1,310.00 as well as the multiplication factors listed below may from time to time be
updated and changed by the city
Sec. 9 -35 Individual Connections Equivalent User Contribution Multiples.
Equivalent User Contribution Multiplier
Water User Unit
Airports 0.015/Passenger
Apartments and town houses 0.54/Each 1 Bedroom Unit
Apartments and town houses 0.81 /Each 2 Bedroom Unit
Apartments and town houses 1.00 /Each Over 2 Bedroom Unit
Barber Shop 0.30 /Chair
Bars Cocktail Lounges 0.10 /Seat
Beauty Shops 0.90 /Chair
Bowling Alley0.40 /Alley
Car Washes 0.80 /Sq. Ft. inaide
Churches 0.008 /Sanctuary Seat
Dentist Office 0.25 /Chair
Drive -In Restaurants 0.40 /Car space
Drive -In Theaters 0.10 /Cal :pace
Retail Space 1.0 /per 1000 Sq. Ft.
With Fountain Service, Add 0.10 /Seat
Duplex Residence 2.0
Institutions other than hospitals 0.50 /Bed
Launderette 2.0/Machine
Mobile Home Park 0.70 /Unit
Motels 0.50/Room
Offices0.50 /1000 Sq. Ft.
Physicians Office 0.60 /Examining Room
Restaurant 0.10 /Seat
Rooming Houses 0.30 /Renter
Service Stations 0.70 /Island
Single Family Residence Condominiums 1.0
Swimming Pools 1.60 /1000 Sq. Ft.
Theater 0.10 /Seat
Contribution of users not listed will be computed based on estimated usage. Users listed above shall also be billed a monthly water rate according to
established rates.
For the purpose of reviewing the unit contribution, the usage of a single family residence will be considered as 9,000 gallons per month. (Ord. No.
A-54, 4.03 (F), 1 -4-82; Ord, No. A -71, 3- 15 -93; Ord. No. A -77, 5 -2 -94; Carmel City Code, 1985 Suppl., 4.03 (fl)
City of Carmel Water Utilil r
Approved List of Construction Materials
1. Water Main: Shall be Ductile Iron Pressure Class 350.
2. Reflective Warning Tape Shall be installed 18in above pipe.
3. Tracing Wire (10 or 12 gage): To be installed with all water mains. There must be access to the tracer wire at each
valve box, with enough wire in the valve box to insure the proper connection to the locating machine.
4. Fire Hydrants: Shall be Mueller or American Darling (Safety Yellow, M.A.B. 0433291, Sherwin Williams
F75YP2)
5. Valves: Shall be resilient seat gate valve, Mueller, American, and Dezurik.
Butterfly valves shall be used for sizes over 12in.
6. Fittings: Shall be Union, Tyler
7. Mechanical Joints: Shall be made with Megalugs.
8. Valve Boxes: Shall be Union, Tyler
9. Posi Caps or Boxloks: Shall be installed, with each valve.
10. Curb Boxes: Shall be Union, Tyler
11. Tapping Sleeves: Shall be Smith Blair or Romac.
12. Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith Blair 226, Ford F -1, Mueller equal.
13. Tapped Repair Clamps: (For 3 /4,lin, 11/2 in, and 2in taps on PVC, 11 /2in and 2in on Ductile Iron and service repairs
shall be 12in long, full circle stainless steel with ductile lugs and tapered threads. Smith Blair, Ford, Mueller.
14. Sample Stations: Shall be installed at the utilities request. (GIL Industries model EH101).
15. Service Lines: 3 /4in, I in, 11 /2in, 2in, Shall be K Copper.
16. Brass: Compression Fittings. (See Meter Pit Specs. For Make and Model
17. Joint Restrains: Shall be Field Lock Gaskets or Mechanical Bell Joint Restraints.
18. HDPE Sleeves: Shall be used for services that cross major city streets.
19. Additional Kickers: Shall be solid block and brick. No poured concrete.
ALL WORK SHALL BE IN THE BEST PRACTICES OF THE WA'T'ER UTILITY INDUSTRY AND THE
AMERICAN WATER WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS.
FURTHERMORE:
1) ANY DAMAGE DONE TO THE CITY OF CARMEL UTILITY'S SYSTEM BY THE
CONTRACTOR/DEVELOPER OR HIS AFFILIATES SHALL IMMEDIATELY BE REPAIRED, TO THE
SATISFACTION AND DIRECTION OF THE CITY OF CARMEL UTILITY BY THE
CONTRACTOR/DEVELOPER AT HIS OWN EXPENSE.
2) SHOULD THE CONTRACTOR/DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS
CONTAINED HEREIN, HE SHALL SUBMIT SAMPLES AND /OR SPECIFICATIONS OF SUCH
ALTERNATIVES TO THE CITY OF CARMEL UTILITY BEFORE PROCEEDING.
3) NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION OF THE CITY OF
CARMEL UTILITIES WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB.
THE CONTRACTOR/DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH THE
PRESENT OPERATION OF THE EXISTING CITY OF CARMEL UTILITY'S WATER/SANITARY SEWER
SYSTEM. IF ANY WORK INTERFERENCE IS ENCOUNTERED BETWEEN THE CITY OF CARMEL
UTILITY AND THE CONTRACTOR/DEVELOPER, THE CITY OF CARMEL UTILITY WILL RECEIVE
PRIORITY IN SCHEDULING.
CITY OF CARMEL WATER DISTRIBUTION
11 /2" 2" INSIDE METER SETS
1. ALL NEW COMMERCIAL BUILDINGS ARE REQUIRED BACK FLOW
DEVICES.
2. ALL NEW BUSINESSES RELOCATING 114 EXISTING COMMERCIAL
BUILDINGS ARE REQUIRED BACKFLOW DEVICES WITHIN 30 DAYS.
3. DEVICES SHALL BE OF THE TYPE APPROVED BY INDIANA
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT.
4. DEPENDING ON THE DEGREE OF HAZARD, THE WATER DISTRIBUTION
DEPARTMENT WILL DECIDE IF YOU NEED A
DOUBLE CHECK OR A REDUCED PRESSURE BACKFLOW DEVICE.
5. THE DEVICE MUST BE TESTED AT THE TIME OF INSTALLATION BY A
STATE CERTIFIED BACKFLOW TESTER AND AT
THE CORRECT INTERVALS FOR THE TYPE OF DEVICE.
6. TEST RESULTS ARE TO BE SENT TO: CARMEL UTILITIES 130 1ST AVE.
SW, CARMEL, IN. 46032
A: ANGLE METER STOP. FORD FV43 -666W 11/2"
FV43 -777W 2"
B: LOC-PAC METER COUPLING. FORD BF43- 777W 1 1/2 2"
FORD HB-67 S BALL VALVE
C: DISTANCE FOR METERS. 11/2" METER 13 'A"
2" METER 17 1/4"
CITY OF CARMEL WATER AND WASTEWATER UTILITY
MINIMUM STANDARDS FOR DRAWINGS FOR
DEVELOPER INSTALLED WATER SYSTEMS
Two complete sets of preliminary design drawings are to be submitted to City of Carmel Water and Wastewater Utility for
main sizing and preliminary review; )ne set will be returned to the Developer or his Engineer to include corrections or
alterations.
1. Design drawings shall have a north arrow and the drawing scale indicated. The name of the development as well as the
name and address of the Developer and Engineer will be shown on the drawings. Site elevation information will be shown
when dictated by site/pipe route topography which will allow adequate assessment of the main being installed. Drawings
will show the location, size and type of existing sanitary sewers, storm drains, water mains, culverts, power lines, gas lines
and other existing surface structures. Drawings will also illustrate the layout, type and size of proposed utilities and
structures such as water mains, sanitary laterals and mains, storm mains, culverts, other drainage structures, street
improvements, gas and power lines. Drawings shall have a separate sheet showing the water and sanitary sewer plan.
Include detail sheet for water and sanitary sewer.
2. Include an overall location and key map for the entire project.
3. The minimum specific requirements for items shown on water main drawings is as follows:
a) R -O -W width, centerline of road and Street Name.
b) Back of curb with dimension.
c) Dedicated exclusive or drainage and utility easements. (Installation on public R -O -W is typically not allowed.
d) Property lines, lot numbers, and house numbers.
e) Length, type, size, class or pressure rating of water main must be shown.
f) Location and dimension to main within easement and relative to back of curb and R -O -W.
g) Depth of cover over main.
h) Show all fittings, fire hydrants, valves and other appurtenances along with method of restraint.
i) Crossings beneath existing streets must be shown as open cut or bore per local and state requirements. Crossings made
by boring shall have a detail showing casing size, type wall thickness, length and location of the proposed casing in
conformance with the City of Carmel Water and Wastewater's standard detail. A profile detail shall be included.
j) Stream crossings must show type of material used beneath the waterway and the floodway. D.I. restrained joint pipe
will be required beneath the waterway. Casing shall be used where needed. City of Carmel Utilities will determine
when casing is needed.
k) Where 10 -foot horizontal separation and 18 -inch vertical separation cannot be maintained between water lines and
sanitary and/or storm sewers, the location must be identified on the water line drawings for review and approval by the
City of Carmel Utilities and Indiana Department of Environmental Management at the time water or wastewater main
drawings are submitted for review. Generic details which allow the field contractor to install water and sewer mains
closer than these separations "as needed" will not be allowed.
4) Exclusive or utility and drainage easement (U.D.E.) along with necessary access easement will be provided for main
installation. The minimum width of easements required shall be as stated below. Due to specific site constraints, the
Company may require wider easements than stated.
a) Exclusive or U.D.E. 20 feet wide
b) Access Easement 20 feet wide
4) Entire project should be one drawing, if not it must have corresponding matchlines.
6) Service line size and location shall be shown for each lot.
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No.
10302066 i*
1--.-0t STATE OF
S ,NDI N
DRAWING:
DATE:
PROJ. NO.:
DRAWN BY:
REVISIONS
SHEET NO.:
2308C803
12/16/05
2308
dwp
C804
\TUBE FILE JJ