HomeMy WebLinkAbout1955 MARCASITE PL; ; CB073063; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
06-26-2008 Residential Permit Permit No: CB073063
Job Address:
Permit Type:
Parcel No:
Valuation:
Building Inspection Request Line (760) 602-2725
1955 MARCASITE PL CBAD
RESDNTL Sub Type:
Lot#: 2132922100
$300,348.00 Construction Type:
SFD
53
VN
Status:
Applied:
Entered By:
ISSUED
1211212007
JMA
Occupancy Group:
06/26/2008
Reference#: CT 04-09 Plan Approved:
# Dwelling Units: Structure Type: SFD Issued: 06/26/2008
Bedrooms: 4 Bathrooms: 4 Inspect Area:
Project Tille: TRIESTE PL 3: PHS 6,-2742SF LV Orig PC#:
598SF GAR/162SF DECK/162SF LOGl70SF PORCH Plan Check#:
PC 06-35
PC07-76
Applicant:
WARMINGTON HOMES
701 PALOMAR AIRPORT RD
CARLSBAD CA 92011
931-4766
Building Permit
Add'I Building Permit Fee
Plan Check
Add'I 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'I Renewal Fee
Other Building Fee
HMP Fee
Pot. Water Con. Fee
Meter Size
Add'I Pot. Water Con. Fee
Reel. Water Con. Fee
$1,271.61
$0.00
$826.55
$0.00
($66.12)
$30.03
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$7,702.00
D1
$0.00
$0.00
Owner:
WARMINGTON TRIESTE ASSOCIATES LP
C/0 WARMINGTON HOMES CALIFORNIA
3090 PULLMAN ST #A
COSTA MESA CA 92626
Meter Size
Add'I Reel. Water Con. F~e
Meter Fee
SDCWAFee
CFO Payoff Fee
PFF (3105540)
PFF (4305540)
License Tax (3104193)
License Tax (4304193)
Traffic Impact Fee (3105541)
Traffic Impact Fee (4305541)
Sidewalk Fee
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Housing Impact Fee
Housing lnlieu Fee
Housing Credit Fee
Master Drainage Fee
Sewer Fee
Additional Fees
TOTAL PERMIT FEES
Total Fees: $27,391.53 Total Payments To Date: $27,391.53 Balance Due:
Inspector: M 1,,,,1,µ;.. Clearance:
$0.00
$225.00
$7,188.00
$3,618.63
$5,466.33
$0.00
$0.00
$0.00
$750.00
$0.00
$0.00
$252.00
$60.00
$67.50
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$27,391.53
$0.00
NOTICE: Please take NOTICE that approval of your project includes the 'Imposition• of fees, dedications, reseivations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this pro_i<;cl. NOR DOES IT APPLY to any
m City of Carlsbad Bldg Inspection Request
For: 05/27/2009
Permit# CB073063 Inspector Assignment: MC ---
Title: TRIESTE PL 3: PHS 6,-2742SF LV
Description: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH
Type: RESDNTL Sub Type: SFD
Phone: 7608818240
Job Address: 1955 MARCASITE PL
Suite: Lot: 53
Inspector: tw\G-Location: ---'----
APPLICANT WARMINGTON HOMES
Owner: WARMINGTON TRIESTE ASSOCIATES LP
Remarks:
Total Time:
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
---------------··
Act
.£_!__
I
Comments
Requested By: KYLE
Entered By: CHRISTINE
~ f>\i..v -o-~s tsC -p"tv:n,W bl£.
M -Mel'AL.4l--PlfW!a pr;;:o,t. 4-C J?Mla Ok.,
ed -------=+~lo~--------------_ __0,c ___ ---
Comments/Notices/Holds
Associated PCRs/CVs Original PC# PC 06-35
lns12ection Histo~
Date Description Act lnsp Comments
04/30/2009 39 Final Electrical AP MC EMR, OK TO RELEASE METER
02/17/2009 16 Insulation AP MC
02/17/2009 27 Shower Pan/Roman Tubs AP MC
02/17/2009 84 Rough Combo AP MC
02/12/2009 84 Rough Combo NR MC
02/11/2009 84 Rough Combo co MC COMPLETE ALL TRADES
02/09/2009 84 Rough Combo co MC PROVIDE PLUMB TEST
01/22/2009 13 Shear Panels/HD's AP PC
01/07/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD
11/03/2008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS, PT & BLDG.
11/03/2008 12 Steel/Bond Beam WC MC REPLACEMENT REPORTS
11/03/2008 21 Underground/Under Floor WC MC
11/03/2008 31 Underground/Conduit-Wiring AP MC UFER GRND. OK
City of Carlsbad Bldg Inspection Request
For: 04/30/2009
Permit# CB073063 Inspector Assignment: MC ---
Title: TRIESTE PL 3: PHS 6,-2742SF LV
Description: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH
Sub Type: SFD Type: RESDNTL
Phone: 7608818240
Job Address: 1955 MARCASITE PL
Suite:
Location:
Lot: 53
Inspector: fvll, -~---
OWNER WARMINGTON TRIESTE ASSOCIATES LP
Owner: WARMINGTON TRIESTE ASSOCIATES LP
Remarks:
Total Time:
CD
39
Description
Final Electrical
Act Comments
Requested By: KYLE
Entered By: CHRISTINE
Comments/Notices/Holds
Associated PCRs/CVs Original PC# PC 06-35
lnsi;1ection Histo!Y
Date Description Act lnsp Comments
02/17/2009 16 Insulation AP MC
02/17/2009 27 Shower Pan/Roman Tubs AP MC
02/17/2009 84 Rough Combo AP MC
02/12/2009 84 Rough Combo NR MC
02/11/2009 84 Rough Combo co MC COMPLETE ALL TRADES
02/09/2009 84 Rough Combo co MC PROVIDE PLUMB TEST
01/22/2009 13 Shear Panels/HD's AP PC
01/07/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD
11/03/2008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS, PT & BLDG.
11/03/2008 12 Steel/Bond Beam WC MC REPLACEMENT REPORTS
11/03/2008 21 Underground/Under Floor WC MC
11/03/2008 31 Underground/Conduit-Wiring AP MC UFER GRND. OK
10/24/2008 21 Underground/Under Floor AP MC waste only
10/24/2008 22 Sewer/Water Service AP MC water
10/22/2008 21 Underground/Under Floor CA MC PER CONTRACTOR
10/22/2008 22 Sewer/Water Service CA MC
'
l'!ANNIN(;
HUNSAKER
&ASSOCIATES
S I\ N I• I I lj 11, I r,i \.
ENC'"''""c October 31 , 2008
S\!liVIYINI,
ltNINI:
tm ,,N~FI fS City of Carlsbad
"v""""' 1635 Faraday Avenue
'·'" ""'·'·' C rl b d CA 92008-7314 J\M!/.UNr\ a s a '
Attention·
Regarding
Reference:
District Grading Inspector
Civil Engineer's
Certification of Final Grading
Project:
Drawing No:
Lots
La Costa Greens Neighborho :Jd 1.17
429-2C
50 through 63
Pursuant to Section 11.06.170 of the Carlsbad Municipal C :>de, I hereby state in
my professional opinion all work incorporated in the gradin11 and dra,nage plans,
authorized under the grading permit to include grading, dra nage and
construction of appurtenant structures, has been construct11d to the lines and
grades in substantial conformance with the approved plans and any approved
revisions thereto.
I further state that the embankment and cut slopes as sho1,1 n on the approved
grading plans have been placed at their proper line and grade.
Respectfully submitted,
a~.hl.
Daniel P Smith L.S. 6854
, "v' .,,,MM'" Hunsaker & Associates San Diego, Inc,
I.EX WllllMAN
ALIM VIALl'ANIJ( J
1,l/\N SMITH
1.1'\YMAttrlN
(1-ll!Clo.: (/\II 1:
\1707 W.ll.Jh•, <;t,ccl
,'i,1111111•1:11, C/\ 'l,!l:'I
(X'il1J J'.:itl-45tltl l'H
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wwy.,.H111'1~,1~c:rSD ,·,1111
lnh1l°Ol·li 111~,llL-r~l).\:,1, 1,
loonooli'l
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*V 010) 1ti~ 101,112oo&~l1JA1ri1
~l~l8ss8,8L xv,,~ lo 800l/OC/O(
..
4 SOI,\ & 1ESTOfG, INC. i 74518 ·g . -~ I . .. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 ,._
83-740 ClTRUS AVENUE, SUITE G, INDIO, C/\ 92201 •··Phone (760) 775-5983 Fax (7(,0) 775-8362. 0. f 2 .. n ' (, ~~,
SCs&T ,FILE NO.·.__.,_..,....,(...,Q'""-1\,--.-..:· ..t-_____ ....__.L._
P.O. NO._·-------.----
C PL FIX PAGE OF
FIELD INSPECTION REPORT FOR: 0 REINFQ_RCED MASONRY , 0 '«f:LDltl!G O FIREPROOFING
0 ROOFING/ WATERPROOFING
MATERIAL ClASSIFICATION:
OSA I hereby certify that I hove Inspected the above reported work In accordance with the
requirements of OSA approved documents. sampling ooo tesffng were conducted In
accordance wilt1 the requirements of 1he DSA_ approved gocurnents. Th~ :'<':'.ork-lr:ispec\ed
complies with the DSA oppro\ted documents. l ~• ·
Yes: __ No: __ Inspector lntt10ls:
o EPOxv'ANCHORS O H.S. BOLTING o ---
0SAAPP. NO.:
OEOCON Q ·Qr. 1
· I NC 0 RPO RATE D GEOTECHNICAL CONSULTANTS 6
6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL (858) 558-6900 ■ FAX (858) .. 558-6159 -
FOUNDATION OBSERVATION REPORT
PROJECT NAME : 1l( Grt tr]) • l.,_L fJ'ld. ·~" · }, I 1
LOCATION : [n,l,.~d (A V , I
FOUNDATION LOCATION (if not entire bu ii din ) / ls 5 0 ... t; 3
PROJECT NO. 9k "/l 2 -2 Z · z e,
DATE : Jt/31/o~
g I'
PLAN FILE NO. PERMIT NOS :
L,t ~" r 0 ADDITIONAL OBSERVATION REQUIRED
FOUNDATION TYPE : fl. '
0 CONVENTIONAL j? POST-TENSIONED 33 ~ SUBSTANTIAL CONFORMANCE .
• PURPOSE OF OBSERVATION
~ Verify soil conditions exposed are similar to those anticipated F/ Verify footing excavations extend to minimum depth recommended in soil report
D Verify foundation reinforcement complies with minimum recommended in soil report
D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report '9 Verify footings have been extended to an appropriate bearing strata
D Other -------------------------------------
• APPLICABLE SOIL REPORT : TITLE : t}.J~k. Gtof ,,~. '"\ ~rrr 1 ).Ii 1. J L. Cask --ru.e.
1. •1 c.,b}vxd cL 1 DATE : \ I 1 ~
• SOIL REPORT RECOMMEND A TION\~fSED ON : r"i. LJ~ SH~
it' Expansion Condition ~VERY f.6\N □ LOW L/" MEDIUM □ HIGH
~ Fill Geometry L,~ £~ · L-u~ 1 /,ph £ I-5:i G"L
~Other ~ Lf>!: Eil -CAT I . [,J l>l--caJ:I[ -1.J G1 11rA 5'2, C.AI J[
□ VERY HIGH
• MINIMUM FOUNDATION RECOMMENDATIONS : Li Footing Depth : &' 12 hi~hh ~ 18 ~t~Js P3i 24 ~n~iis OTHER __________ _
Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B D Post-Tensioned OTHER: _____ _
Interior Slab Reinforcement : D 6x6-10/10 □ 6x6-6/6 □ No.3@24lnches D No.3@18lnches D Post-Tensioned
Slab Bedding Material and Thickness : ____________ Vapor Barrier :
Foundation Width : J.2' M;l<l £:.ul!l\l,~,,_s 7 :2Li'. ;-~ f'SrzJJe tj 5,1rt2*Gi
• FsERVATIONS :
Substantial conformance with Soil Reports (see "Purpose of
Substantial conformance with Foundation Plans. Identify : ~--+---1~.,.,_,__.;'-¥--:::v"--....YP~-------
J.r Q. ✓-
D Other
• COMMENTS: ----------------------------------
F!:I CltJ GI C1rl1b1d i13 Flnal Bulldlna lnspeellon
M;, y l ,;, 2" o
Dept: Building Engineering Planning CMWD St Lite Fire
Plan Check #: Date: 05/14/2009
Permit#:
PC07-76
CB073063 Permit Type: RESDNTL
Project Name:
Address:
Contact Person:
Sewer Dist:
TRIESTE PL 3: PHS 6,-2742SF LV
598SF GAR/162SF DECK/162SF LOG/70SF PORCH
1955 MARCASITE PL
Phone:
LC Water Dist: CA
Date
Sub Type: SFD
Lot: 53
Inspected ~ i 5°)Dc;; By: ~ Inspected: Approved: Disapproved: ~ I
Inspected Date
By: Inspected: Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __
Comments: _____________________________ _
!! SOIL I!. TESTING. INC z er 0 ~-,f. (.)
Southern California Soil and Testing, Inc.
6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321
P.O. Box 600627, San Diego, CA 92160-0627 z c:: w :x: .... :::,
0 u, 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983
Concrete (4x8) Compressive Strength Test Report
File Number: 0612215
Project Title: Trieste at La Costa Greens PTCC Phase: 6
Project Location: 1955 Marcasite Place
Architect: n/ a
Engineer: Permit No: CB073063
Contractor:
Davidson Reinforcing
Warmington Plan File No:
Location In Structure: Lot: 53 SW Quad
Material Supplier: Superior
Mix Designation: 375p
Admixture(s): n/a
Time In Mixer:
Air Content: (ASTM Cl 73/C231)
Air Temp:
Truck Number:
Samples Made By: (ASTM C31)
Laboratory Number -
Mark On Samples
Date Made
Date Received
Date Tested
Diameter, Inches
Area, Square Inches
Maximum Load, Pounds
Compressive Strength, psi
Age Tested
Required 28 Day Strength, psi
Fracture Type
75 minutes
65 degrees F
033
MJB
0879640
LOT53
11/6/2008
11/7/2008
11/17/2008
4.00
12.57
52,640
4190
11 Days
4500
Slump inches: (ASTM C143)
Unit Weight Plastic/Dry, pcf: (ASTM
C138/C567)
Concrete Temp: (ASTM C1064)
Ticket Number:
Samples Tested By:
0879641 0879642
11/6/2008 11/6/2008
11/7/2008 11/7/2008
12/4/2008 12/4/2008
4.00 4.00
12.57 12.57
82,840 80,930
6590 6440
28 Days 28 Days
4500 4500
1 2
5.00
I
74 degrees F
62948
CN DH
Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C39
standards. This agency makes no other warranties express or implied.
Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end, vertical
cracks running through caps.no well defined cone on other end; 3 -Columnar vertical cracking through both ends, no well formed cones; 4 -Diagonal
fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbonded caps); 6 -Similar to type 5 but end of
cylinder is pointed.
----~ Distribution: Reviewed By: ~
(1) City of Carlsbad -Building Inspection Department ~ / (1) Warmington Homes California
Gordon T.M.lWoodard RCE # 60481