• Drawing Naming Convention
  • GISE\Projects\YY###_ProjName\Civil\YY###_UTIL.dwg
• Layers (CU = Civil Utilities)
  • CU-FIRE, Civil Utilities: Fire protection, “REC_FIRE_SERVICE”, Color 3. Lineweight 0.012
  • CU-FIRE-E, Civil Utilities: Fire protection: Existing, “REC_FIRE SERVICE-E”, Color 8, Lineweight Default
  • CU-SSWR, Civil Utilities: Sanitary Sewer, “REC_SEWER SANITARY”, Color 3, Lineweight 0.012
  • CU-SSWR-E, Civil Utilities: Sanitary Sewer: Existing, “REC_SEWER SANITARY-E”, Color 8, Lineweight Default
  • CU-WATR, Civil Utilities: Water Supply, REC_WATER, Color 3, Lineweight 0.012
  • CU-WATR-E, Civil Utilities: Water Supply: Existing, “REC_WATER-E”, Color 8, Lineweight Default

• City of Provo Utah
  • Utility Location in City R.O.W - Standard Detail P-914
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  • see Meyer Fire - Breaking down components of a fire hydrant

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• American Flow Control - Resilient Wedge Gate Valve
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• HD Fowler
  • Bryan - bryansc@hdfowler.com
• SIGMA Fittings - ductile iron flanged, mechanical joint and push-on fittings
• Tyler Union - flanged, mechanical joint and push-on fittings
• Multi Fittings - PVC pressure fittings
• ROMAC Industries, Inc - Grip Ring Pipe Restraint

• PVC Joint Deflection 1°
• 11.25° Fitting - 8" x 11.25 degree
• 22.5° Fitting
• 30° Fitting
• 45° Fitting

• Locating Wire
  • ISPWC SD-401 shows on lateral connections to water main
  • ISPWC SD-404 shows on lateral connections to fire hydrants
  • ISPWC Section 404 - Water Service Line and Meters. Part 2 Materials. 2.4.F Locating wire

• Lateral Removal UDACS Third Edition 2010, 2.14.04
• Lateral Removal UDACS Third Edition 2010, 3.21 Valve Abandonment
• What is a service saddle

• UDACS Plate No. 15 - Storm Drain or Sanitary Sewer Water Main Crossing
• UDACS Plate No. 16 - Casing Installation
• ISPWC SD-407 - Potable and Non-potable Water Line (NPWL) Separation

• allow parallel mains? East Ave F and I going to abandon 4“ line, could we just install another 4” or we trying to upgrade to min 8“ main size?
  • ISPWC Division 400 - Water - 3.2 Parallel Installations
• When do you use a water manhole?
• detail on lateral connections?
  • “Corporation stops shall be male iron pipe thread by compression or flared connection. A corporation stop shall be installed at the water main for all service laterals two (2) inches and smaller.” (UDACS 3.22.02 Lateral Installation B.)
• Does lateral size have to be the same as the meter size? Is there a minimum lateral diameter?
  • UDACS 3.22.02 C. ”… in no case shall the lateral diameter be less than one (1) inch.“

• Mueller Corporation Stop - Ball Type
  • Mueller or “CC” taper thread
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• Stainless Steel Saddle
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• Mueller H-15072
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• Fire Hydrants use a 6” diameter lateral pipe (ISPWC Fire Hydrant Detail, Std Dwg No. SD-404)
• ISPWC Division 400 - Water - Part 2 Materials - 2.4 Appurtenances - B. Corporation Stops

• Fire Hydrant Installation - UDACS Plate No. 7 Sheet 2 of 3 shows horizontal location in relationship to right-of-way and curb-n-gutter.
• “Hydrants must be located a minimum of 6 feet away from the beginning of a turning radius.” (UDACS Plate No. 7 Sheet 3 of 3)
• For non-sprinklered Commercial buildings, a fire hose must be able to touch the building perimeter from the hydrant.
• 2015 International Fire Code Chapter 5 - Fire Service Features
  • 507.5 Fire hydrant systems
    • 507.5.1 Where required. “Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 400 feet (122 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official.”

• City of Las Vegas Sewer
  • Raul Santiago, 702-229-3224, rsantiago@lasvegasnevada.gov
  • Tim Parks, tparks@lasvegasnevada.gov
  • Joe Pena, Senior Engineering Associate, jpena@lasvegasnevada.gov (request GIS Sewer Map)
  • Dominic Panaligan, dpanaligan@lasvegasnevada.gov
• Sewer Connection Charges Based on ERUs and Customer Class
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• Pre-submittal and Design Review Meeting Request
  • Easement and right of way questions ask Developmentservices@cleanwaterteam.com
• Data Sheet
  • Calculations for single family home (1 ERU)
    • Q_AVG = 250 gpd = 0.00025 mgd
    • CCWRD doesn't use Q_PEAK or Q_{PEAK WET}
    • Q_PEAK = 250 gpd * 3.2 = 800 gpd = 0.0008 mgd
      • Q_PEAK = [(Avg Flow in MGD)^0.9044]*2.6186
    • Q_{PEAK WET} = 800 gpd * 1.25 = 1000 gpd = 0.001 mgd
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• Plan Submittal Checklist
• Design and Construction Standards for Wastewater Collection Systems, Southern Nevada 2019, 4th Edition
• Engineering Planning Services 702-668-8160, Mon-Fri 7:30-4:30
  • Cal Starman, cstarman@cleanwaterteam.com
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• General Notes - Sewer Calculation
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• Utility Plan

• Clark County Water Reclamation District (CCWRD) General Notes
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• CCWRD Service Rules, 1.3.4 Schedule of ERU Factors, p. 30
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• CCWRD ERU Schedule - CCWRD Service Rules
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* Sewer/Water Line Plan Review Submittal Application * Single-Family Residence Submittal Application and Checklist * Water Service Application Fee per CNLV Rate Schedule

• Water Service Rules and Regulations
• 'Water Service Application Fee' shall mean a non-refundable fee required of all applicants for water service at the time water plans are submitted for review, or at the time application for service is made if water plans are not required. The fee is based on the size of the meter to be installed (except for multi-family residential where it is based on the number of dwelling units) and is intended to offset administrative costs such as those associated with plans review, system modeling and consultant services. The fee is non-refundable, valid for two (2) years from the time of payment, and may be applied to revisions up to the time of water plan approval. The application fee is required for the reactivation of a service classified as deserted, a temporary service, or an interim service.“ (Water Service Rules and Regulations)

• CNLV Wastewater Main Connection Fees
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• Henderson Utility Services - Service Rules
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