Loading...
HomeMy WebLinkAbout3450 GARFIELD ST; ; FPR2019-0116; Permit(ity of PERMIT REPORT Carlsbad Print Date: 09/29/2021 Permit No: FPR2019-0116 Job Address: 3450 GARFIELD ST, CARLSBAD, CA 92008-3238 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Underground Fire Parcel #: 2041500603 Track #: Applied: 05/29/2019 Valuation: $0.00 Lot #: Issued: 07/18/2019 Occupancy Group: Project #: Finaled Close Out: 05/13/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: PACIFIC VIEW VILLAS - PRIVATE 4 FIRE SERVICE BACKFLOW & LATERAL Applicant: PROPHET SOLUTIONS INC RODNEY BOONE 5845 AVENIDA ENCINAS, # 138 CARLSBAD, CA 92008-4432 (760) 999-2146 FEE AMOUNT FIRE Underground Piping with up to 4 Hyds/Risers $756.00 Total Fees: $756.00 Total Payments To Date: $756.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov No. 87c CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 3450 Garfield St CITY: Carlsbad PHONE: ( 858 ) 634-8620 (Omega Engineering Consultants) FAX NUMBER Largest Building (ft.2): Sprinkled? Yes - ESFR Construction Type:_________________ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Intersection of Garfield St & Acacia Ave. TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 78 PSI Hydrant Number (if applicable): H60952 Elevation of test: 61 Feet Main Size: 6 INCH Pressure Zone: 241 Feet Date/Timeof Test: PitotTubeReading: Psi ling Flow: GPM Total Flow: 3,800 GPM Residual Pressure39 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 4,900 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 3,800 gpm. There was no specific requestforfire flow from the Client or Fire Department. 1Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):C69606 Signature:__________________________________________ Title/Org:P( ct Manager Date: 06/19/2019 2; 2; 2; 2; C III ji~ U) C 00 LL C . 0 C Cl) IL 4- U C 74 C 74 '3 C I C ('1 N I - -- FPR2OI9-0116 3450 GARFIELD ST PACIFIC VIEW VILLAS -PRIVATE 4" FIRE SERVICE BACKFLOW & LATERAL - 2041500603 6/2812019