HomeMy WebLinkAbout1 LEGOLAND DR; ; FPC2018-0040; Permit4L-City of
PERMIT REPORT Carlsbad
Print Date: 12/02/2020 Permit No: FPC2018-0040
Job Address: 1 LEGOLAND DR, CARI.SBAD, CA 92008-4610 Status: Closed - Finaled
Permit Type: FIRE-Construction Commercial Work Class: Underground Fire
Parcel #: Track #: Applied: 02/05/2018
Valuation: $0.00 Lot #: Issued: 02/05/2018
Occupancy Group: Project #: Finaled Close Out: 12/02/2020
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #: Inspector:
Plan Check #: Final Inspection:
Project Title:
Description: LEGOLAND FIRE LANE -HYDRANT RELOCATION
Applicant: FPContractor:
COMMERCIAL BUILDERS INC KYNE CONSTRUCTION INC
525 B ST, # 1010 971 INDUSTRIAL PL
SAN DIEGO, CA 92101-4414 EL CAJON, CA 92020-3105-
(619) 564-7555 (619) 749-2400
FEE AMOUNT
FIRE Underground Piping with up to 4 Hyds/Risers $733.00
Total Fees: $733.00 Total Payments To Date: $733.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov
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: 1 Legoland SR#:
(Assigned upon plan submittal)
PROJECT ADDRESS: 1 Legoland CITY: Carlsbad
PHONE: ( 407 ) 660.0088 (Dan Coppens - EXP) FAX NUMBER:
Largest Building (ft.2): Sprinkled? 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): Legoland Drive north of Palomar Airport Road
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 97 PSI Hydrant Number (if applicable):______________
Elevation of test: 150 Feet Date/Time of Test':
Pitot Tube Reading: PSI Corresponding Flow: GPM
Total Flow: 2,350 GPM Residual Pressure 86 PSI
Atpeakdemand, this water system is capable of providing a fire flow discharge @ 20 psi of 5,725 GPM, but exceeds the
maximum velocity 15 fps. Therefore, the maximum available fire flow at this location is 2,350 GPM.
Test 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/Orga- ect Manager Date: 01/22/2016
-Frc
I Legoland Drive Fire Flow Analysis
JUNCTION (MOTYPE)
Active
Domain
o Inactive
TANK (MOTYPE)
Active Tank
Domain Tank
Inactive Tank
Active Reservoir
Domain Reservoir
i Inactive Reservoir
PIPE (MOTYPE)
P' Active Pipe
i' Domain Pipe
? Inactive Pipe
"i Active Check Valve
P' Domain Check Valve
p' Inactive Check Valve
PUMP (MOTYPE)
Ia' Active
Domain
P' Inactive
VALVE (MOTYPE)
1a' Active
Ia' Domain
i' Inactive
hydrants
E AN N 02
a
ANN 03
'V
tran Road
Prepared By: Jennifer R. Mael, PE - MCS Date: Friday, January 22, 2016