HomeMy WebLinkAbout1100 LAS FLORES DR; ; AS070212; Permit5/20/24, 3:43 PM AS070212 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address: 1100 LAS FLORES DR
Permit Type: SPRINK
Parcel No: 1551803100
Lot #: 0
Reference No.:
Permit No: AS070212
Status: ISSUED
Applied 8/9/2007
Approved: 8/13/2007
Issued: 8/13/2007
PC #: Inspector:
Project Title: BUENA VISTA CONDOS U/G FIRE SPRINKLER PLAN CHECK &
INSPECTIONS
Applicant:
BELTRAN CONSTRUCTION
799 HYGEIA AVE
ENCINITAS, CA
760-802-7073
Owner:
PACIFIC LIBERTY INC
C/O STEPHINE SPAULDING
P 0 BOX 752
RANCHO SANTA FE CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
260 0 260 0
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2505 "M" Street SHEET NO. BAKERSFIELD, CALIFORNIA goi I OF
(661)325-%74
www.cornerstoneeng.com
CALCULATED BY S DATE 45&h 7
CHECKED BY. DATE________________________
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NOTES: Pipe Diameter in Inches
BASED ON 225 PSI TEST PRESSURE AND EEARING VALUES OF DRY SCILS.
VALUES FROM CURVES ARE FOR TEES AND DEADENDS, I.E. ; STRAIGHT LINE THRUST.
FOR 90 BEND: 1 4 VALUE FROM CURVE.
FOR 45 BEND: 0.8 #IL!JE FROM CURVE.
FOR 22 1/2 BBD: 0.4 VALUE FROM CURVE.
FOR CONDITIONS NOT COVERED BY CURVES SPECIAL THRUST WALLS, THRUST BLOCKS AND ANCHORS MUST BE CALCULATED AND APPROVED.
REV. I APPROVED JDA71E I CARLSBAD MUNICIPAL WATER DISTRICT I 6-04
I CITY ENGINEER DATE THRUST BLOCK BEARING AREAS
STANDMD ID. NO. W19
PROJECT NAME: FARBER - LAS FLORES DEELOPMENT
PROJECT NO: 002486
EQUIPMENT: HAND DUG
LOGGED BY: EER
DATUM: EXISTING GRADE = 0.0'
ELEVATION: SEE MAP
TEST PIT NO: I
FIGURE: 4 ENGINEERING
DATE LOGGED: 12/18/00 DESCRIPTION: SEE MAP UCSC SAMPLES ____
SOIL TYPE GEO. AU.
TOPSOIL/FILL
1 0-35" park brown, moist, medium dense, slightly silty sand with small SW-SM
rootlets.
2 SANDSTONE
3540" Rust brown to brown, moist, dense slightly silty sandstone. SW-SM
GRAPHIC REPRESENTATION: SURFACE SLOPE: 0% +- TREND: N/A
SILT SAND CLAY 0 .5. - • -. CONTACT
FRACTURE I . SEEPAGE POCKETS OF GRAVEL
I
ROOTLET
- jj BULK SAMPLE CEMENTED ZONE
ROOTLET
(a BEDDING
1 .
- \z J1 CONTACT JOINT
FRACTURE CS) CLAY SEAM
UC • UNCONFINED COMPRESSION (1SF)
EIEXPPNSION INDEX
\o.
.. . 5 2
3
4
5
6
7
— TOTAL DEPTH = 40"
NO GROUNDWATER
1V&InflI.IF6misI1 FRMFARBER.LAS FLORES - TP#1.wpc
of
TRENCH WIDTH AT TOP OF TRENCH
NOT LIMITED
, TOP OF BACKFILL TO BE SAME
\ AS ORIGINAL GROUND AND MATCH
ADJACENT UNDISTURBED GROUND
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Co BEDDING
. . • •
... . :.. .
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,. •..•. : .:: j EARTH BACKFILL OR
IMPORTED MATERIAL
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AND PIPE
BACKFILL PIPE BE E WITH
IMPORTED SAND
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—< O-m
A PIPE OD- A
- -
TRENCH WIDTH IN PIPE ZONE
LIMITED
A
PIPE DIAMETER MIN. MAX.
1" THROUGH 8" 6" 9"
10" -THROUGH 16" 8 12-
18" THROUGH 24" 10" 18"
27" THROUGH 36" 12" 24"
NO SCALE
ITEM DESCRIPTION I SPEC/DWC
1 BEDDING MATERIAL SECT 02223
REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT , 2. 6-04
TYPICAL TRENCH SECTIONJ CITY ENGINEER DATE
STANDARD DWG. NO. W2