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HomeMy WebLinkAboutCD-3923ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 WASTEWATER UTILITY dchristen 08/23/2017 REGIONAL FIRE AUTHORITY cthomas 08/23/2017 APPROVED WATER UTILITY Abdoul Gafour 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 CURRENT PLANNING mdavis 08/24/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 CURRENT PLANNING mdavis 08/24/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 CURRENT PLANNING mdavis 08/24/2017 D D ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 D D D D ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 D PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 WATER UTILITY Abdoul Gafour 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 WATER UTILITY Abdoul Gafour 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 * * ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET SHALL BE DUCTILE IRON (DI) ALL 30" DI STORM DRAIN PIPE SHALL BE CL52 ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50 ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 2 SURFACE WATER UTILITY rstraka 08/28/2017* DI* * ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET SHALL BE DUCTILE IRON (DI) ALL 30" DI STORM DRAIN PIPE SHALL BE CL52 ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50 THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1). ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 2 2 2 2 SURFACE WATER UTILITY rstraka 08/28/2017 * DI* DI* * ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET SHALL BE DUCTILE IRON (DI) ALL 30" DI STORM DRAIN PIPE SHALL BE CL52 ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50 THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1). ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 * DI* * ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET SHALL BE DUCTILE IRON (DI) ALL 30" DI STORM DRAIN PIPE SHALL BE CL52 ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50 THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1). ALLURA AT TIFFANY PARK AL L U R A A T T I F F A N Y P A R K TE D - 4 0 - 3 9 2 3 8/23/2017 PR - 1 3 0 0 7 3 3 9 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017 SURFACE WATER UTILITY rstraka 08/28/2017 * * ALL STORM DRAIN PIPES WITH COVER EXCEEDING 20-FEET SHALL BE DUCTILE IRON (DI) ALL 30" DI STORM DRAIN PIPE SHALL BE CL52 ALL OTHER DI STORM DRAIN PIPE MATERIALS SHALL BE CL50 THE DUCTILE IRON PIPE WILL NEED TO MEET WSDOT STANDARD SPECIFICATION REQUIREMENTS 9-30.1(1) WITH FITTING THAT MEET THE WSDOT STANDARD SPECIFICATIONS 9-30.1(1).