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
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FPR2OI9-0116
3450 GARFIELD ST
PACIFIC VIEW VILLAS -PRIVATE 4" FIRE SERVICE BACKFLOW & LATERAL
-
2041500603
6/2812019