HomeMy WebLinkAbout2184 DICKINSON DR; ; CB032890; Permit12-04-2003
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
12/04/2003
# Dwelling Units
Bedrooms
Project Title
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Residential Permit Permit No CB032890
Building Inspection Request Line (760) 602-2725
2184 DICKINSON DR CBAD
RESDNTL
2081821200
$278,684 00
Sub Type
Lot#
Construction Type
Reference #
1 Structure Type
5 Bathrooms
HERON BAY-PLAN 2-PHASE 6
3043 SF, 610 SF GAR.184 SF DECK
SFD
95
VN
CT97-16A
SFD
45
Status ISSUED
Applied 10/16/2003
Entered By RMA
Plan Approved
Applicant
SHEA HOMES
10721 TREENA STREET STE 200
SAN DIEGO CA 92131
Issued
Inspect Area
Orig PC#
Plan Check#
12/04/2003
RB
PC03-03
PC030053
Owner
SHEA HOMES LIMITED PARTNERSHIP
C/O PAUL BARNES
10721 TREENA ST #200
SAN DIEGO CA 92131
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot Water Con Fee
Meter Size
Add'l Pot Water Con Fee
Reel Water Con Fee
$1,09788 Meter Size
$0 00 Add'l Reel Water Con Fee
$71362 Meter Fee
$0 00 SDCWA Fee
($57 09) CFD Payoff Fee
$27 87 PFF
$3,251 00 PFF (CFD Fund)
$0 00 License Tax
$0 00 License Tax (CFD Fund)
$0 00 Traffic Impact Fee
$0 00 Traffic Impact (CFD Fund)
$0 00 Sidewalk Fee
$0 00 PLUMBING TOTAL
$0 00 ELECTRICAL TOTAL
$0 00 MECHANICAL TOTAL
$0 00 Housing Impact Fee
$2,400 00 Housing InLieu Fee
D5/8 Housing Credit Fee
$0 00 Master Drainage Fee
$0 00 Sewer Fee
Additional Fees
TOTAL PERMIT FEES
$000
$14000
$2,004 00
$2,598 37
$5,072 05
$000
$000
$000
$640 00
$000
$000
$21000
$6000
$91 50
$000
$000
$000
$000
$3,743 00
$000
$21,99220
Total Fees $21,992 20 Total Payments To Date $000 Balance Due $21,99220
024? 12/04/03 0002 9J 02
21992,20
SIGNATURE
City of Carlsbad Bldg Inspection Request
For 07/02/2004
Permit* CB032890
Title HERON BAY-PLAN 2-PHASE 6
Description 3043 SF, 610 SF GAR,184 SF DECK
Sub Type SFD
Inspector Assignment RB
2184 DICKINSON DR
Lot 95
Type RESDNTL
Job Address
Suite
Location
APPLICANT SHEA HOMES
Owner SHEA HOMES LIMITED PARTNERSHIP
Remarks
Phone 6198432056
Inspector
Total Time
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs/CVs
Requested By LARRY
Entered By CHRISTINE
Act Comment
Date
06/23/2004
04/26/2004
04/21/2004
04/19/2004
04/15/2004
03/24/2004
03/22/2004
03/18/2004
03/09/2004
01/20/2004
01/14/2004
01/13/2004
01/06/2004
01/06/2004
Inspection History
Description
39
82
16
84
84
15
13
13
15
81
81
81
21
22
Final Electrical
Drywall/Ext Lath/Gas Test
Insulation
Rough Combo
Rough Combo
Roof/Reroof
Shear Panels/HD's
Shear Panels/HD's
Roof/Reroof
Underground Combo
Underground Combo
Underground Combo
Underground/Under Floor
Sewer/Water Service
Act
AP
AP
AP
AP
CA
AP
AP
CO
PA
AP
NS
NS
NR
NR
Insp
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
RB
PS
PS
Comments
EMR PLUS A/C OK
WRONG LOT CALLED IN
OK TO PAPER ONLY
PLUS DECK FTGS
WORKING EARLY 3RD TIME
WORKING EARLY
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 Ronson Court "G"
San Diego, Ca. 92111
(858) 576-9110
Fax (858) 576-7028
TEST REPORT
HERON BAY
2184 DICKINSON DRIVE
JOB NO.: 3409
JOB:
ADDRESS:
OWNER: SHEA HOMES
CLIENT: SHEA HOMES
ARCHITECT:
INSPECTOR: BRYAN DUMAS
CONTRACTOR: BEN F. SMITH
ENGINEER: JEM III
BLDG AUTH: CITY OF CARLSBAD
PERMIT NO: CB032890 PLAN FILE:
FIELD
SAMPLE OF: CONCRETE
LOCATION OF SPECIMEN
IN JOB OR STRUCTURE: LOT #95 SLAB ON GRADE
MIX NO.: 2533001
PROPORTIONS: 5 SACK
&DMIXTURE:
FYPE OF CEMENT:
CONCRETE SUPPLIER: HANSON AGGREGATES
MADE BY:
SLUMP:
DATE MADE:
BRYAN DUMAS
5 1/2"
1/23/04
DATE RECEIVED: 1/26/04
TICKET NO: 603600
I
\GE TESTED
SPECIMEN MARKINGS:
5ATE TESTED:
MAMETER- AREA- SQ . IN . :
JLTIMATE LOAD - LBS :
JNIT STRESS - PSI:
5PECIFIED STRENGTH
iT 28 DAYS - PSI:
ABORATORY TE
10 DAYS
72145
2/02
28.28
66000
2330
ST DATA
28 DAYS
72146
2/20
28 28
91500
3240 ^
28 DAYS H DAYS
72147 72148
2/20 HOLD
28.28
90000
Y 3180 .
2500
•ISTRIBUTION: SHEA HOMES
BEN F. SMITH
JEM III
CITY OF CARLSBAD
EST BREAK IN USUAL CONFIGURATION WITH UNBONDED CAPS UNLESS NOTED OTHERWISE
EST METHODS - ASTM C39: C173: C231: C1231:
C172: C143: C138:
ENGINEER