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HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 18PRESSURE 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" 14" 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' 2' -6" 2' -0" Ell Inn BIEN 8" Ell 18" IBM E OEN 30" 36' 48" 60" 66" 78" 2' -6" 2' -6" 2' -9" 3' 0" 4'- 3" V -6" 6' -3' 7' -4" 8' -6" 9' -8" 10' -3" 2' -1" 2'-5" 2' 8' 3' -0" 3' -8" 6 6 MEI g" 10 10 TRENCH SCHEDULE Table Is For ASTM 0 -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. Width Of Flow Line Water Main Special &acktxl Under Pavement. Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backlit' Shall Conform To INDOT 211.02b \f Silt Basin To Be Excavated At 1' Deep Tee M.J. 1' -0" Minimum Undisturbed Ground Existing Pavement. Saw Cut Straight Edge Undisturbed Earth 6 "Valve Box O 0 C Rip- Rap 6" Gate Valve 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 30' Length And Fittings As Required Top Of Pipe TRENCH DETAIL FOR SEWER AND WATER MAINS NTS CITY OF CARMEL STANDARD DETAILS Dot. Maw 2401 Match Existing Pavement Material And Thickness Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For flexible Pipes In Accordance With ASTM 0 -2321. New Utility Line Top Of Bank Top Of Bank Construction Trench e: Nat To Scale CITY OF CARMEL STANDARD DETAILS Dote: March 2001 Date: March 01 Date: Mach 2001 pproved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lutes. Scale: Not To Scale CITY OF CARMEL STANDARD DETAILS Scale: Not To Scale Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. CITY OF CARMEL STANDARD DETAILS Scale, 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 l' -0" Above Pipe. Bed Pipe in Specified Granular Bedding Material Hand Tamped in to 6 to 12 Inches above pipe. Bedding Material Shall Conform To INOOT 903:02. Size No. 6 TE LE: TRENCH DETAIL TRENCH SCHEDULE 1' -0" Min. e .#ones Henry Engineers. Inc. Flow 6" Byers Drawing Name: CW3 TITLE: STREAM CROSSING PLAN VIEW Urown by. JOnzs Henry EEn�glnn e, 1lnmo. Mueller Centurion A -423, Or Equal Painted "Safety Yellow" Bedding Material Conforming To INDOT 903.02, Size No. 8 One 8"x8 "x16" Solid Conc. Block Or 6 "Min. Class "B" Concrete Base On Undisturbed ground. 5. Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee, NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. Drawing Name: CW2 FIRE HYDRANT ASSEMBLY Drawn ny. Jones Henry Engineers, Inc. Drawing Name: TITLE: JOINT RESTRAINT TABLE Jane k Henry Engineers, Inc. CWB Drawing Name: cwie MH Frame And Cover Neenah R -1642, Or Equal For Watertight installations Neenah R- 1916 -F, Or Equal "WATER" Cast in Cover Top Of Structure 1' -0" Higher Than Adjacent Ground Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Tops Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DiP.) MH Riser ASTM C478 Flexible Watertight Joints By Kor -N -Seal Or Equal 0 -Ring Gaskets ASTM C443 Water Line Existing Water Main Tapping Sleeve Bend As Required Varies Curb Box With Cover 4 7VVVOOOVVVOO VVVVVOVVVVOVV VV: VV VV W V 000 ..,nvn.rvnvern n.. ..n,. .rw p,*"n" .r ..wn.rne v .r 7 1' -0" Min. Cast -In Special Backfill (Special Backfill Shall Conform To INDOT 211.02b) Valve 1 0nee 111 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 smaller shalt be considered scrap, and shall not be installed Into system. Pavement Corporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle Copper Service Line Tee 3 Length Varies 1' E D Concrete Block (Verify) e: March 2001 Distance Between NPT Female Ends Shall Be As Needed For Portable Meter And Within Easy Access From Outside The Manhole Flat Stab Top New Pipe Shall Be Installed Under The Existing Water Main Water Main 0 0 a 01 v LU Ign Valve For Operation Through Manhole Cover. Place Concrtte Base W/ #4 0 12 E.W. Data: March 2001 Date: March 2001 Note: Select Excavated Material Or Special Backfill Shall Be Placed Under All Pavements And Within The Limits Shown Above. Date: March 2001 CITY OF CARMEL STANDARD DETAILS or Not To Scats Copper Tubing W/ Compression Valve, Female End And Plug. All Fittings Shaft Be Compression NPT x Compression Brass Corporation Stop. Direct Tap To Water Main Concrete Blocking As Required CITY OF CARMEL STANDARD DETAILS Scale: Not TO Scale PLAN SECTION CITY OF CARMEL STANDARD DETAILS Scale Not To Stole N11■. Select Excavated Material Or Special Backfill Hand Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Select Excavated Material Shall Be Approved By Engineer. CITY OF CARMEL STANDARD DETAILS 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 tnstalied With A Win. Hart. Seperation Of 24 l N e: Not To Scale 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. Lerawn By: Engineers. c. WATER SERVICE DETAIL NOTES 1. Manhole Steps Shall Be M.A. industries Model PS -1 Or Equal. 2, 1" Copper Tubing Shalt Be Type K Firmly Anchored To The Manhole Walls And Ceiling. 3. Meter Yoke Shall Be Ford Y502 Assembly w /Angle Valves 4. Angie Valves Shall Be Ford KV43 342W, Tephlon Coated 5, 12" And Smaller WaterMains Shall Have Gate Valves, Lager Than 12' Shall Have Butterfly Valves. Monitoring Manholes Shall Loch Stream Crossing n Urown by Jones Henry Engineers, inc. See Trench Detail For Backfill Requirements Bed Pipe In Specified Granular Bedding Moteriol Nand Tamped in 6" Layers To Pipe Centerline Bedding Material Shall Conform To INGOT 903.02, Size No. 8 ;genet Henry Engineers, Inc. TITLE: Drown By. Jones k Engineers. n. Dr MONITORING MANHOLE Existing Water Main New Water Main Approved Excavated Material Unless Otherwise Directed LIMITS OF SPECIAL BACKFILL CW4 Drawing Name. cwe WATER MAIN CONNECTION DETAIL Drawing Name: cw5 Drawing Name: cci 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 of real 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 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 Alley 0.40 /Alley Car Washes 0.80 /Sq. Ft. inside Churches 0.008 /Sanctuary Seat Dentist Office 0.25 /Chair Drive -In Restaurants 0.40 /Car space Drive -In Theaters 0.10 /Car space 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 82; Ord. No. A 71, 3 15 93; Ord. No. A 77, 5 2 94; Carmel City Code, 1985 Suppl., 4.03 (f)) City of Carmel Water Utility 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 /4,1 in, 11/2 in, and 2in taps on PVC, 11 /2in and 2in on Ductile Iron and service repairs shall be l2in 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 WATER 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 l ALL NEW COMMERCIAL BUILDINGS ARE REQUIRED BACK FLOW DEVICES. 2. ALL NEW BUSINESSES RELOCATING IN 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 11/2"- 2" FORD HB -67 S BALL VALVE C: DISTANCE FOR METERS. 1.1 /2" METER 13 1 /4" 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; one 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. 0.4 to L a) C C Q 0 C 0 J L a) a) C c LU (n 0 I. C 0 O N a) L a O N <n v 0 d" �t- co C) N 00 N N to N T N') X 0 N rf) ai 4- v- C7 r +U I- U L 0 11.1 o ct Q iL z DRAWING: DATE: PROJ. NO.: DRAWN BY: z 1- (0 T IMMINS TUBE FILE W z W SHEET NO.: C804 REVISIONS 2308C803 12/16/05 2308 dwp