HomeMy WebLinkAbout1979 MARCASITE PL; ; CB073040; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
04-·l~-2008 Residential Permit Permit No: CB073040
Job Address:
Permit Type:
Parcel No:
Valuation:
Building Inspection Request Line (760) 602-2725
1979 MARCASITE PL CBAD
RESDNTL Sub Type:
Lot#: 2132911900
$314,169.24 Construction Type:
SFD
47
VN
Status:
Applied:
Entered By:
ISSUED
12/11/2007
JMA
Occupancy Group:
04/17/2008
Reference #: CT 04-09 Plan Approved:
# Dwelling Units: Structure Type: SFD Issued: 04/17/2008
Bedrooms: 4 Bathrooms: 4 Inspect Area:
TRIESTE PL 2: PHS 5 2745SF LV, Orig PC#: PC 06-35 Project Title:
639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Plan Check#: PC 07-75
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
STD #2 Fee
STD #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
$1,318.65
$0.00
$857.12
$0.00
($68.57)
$31.42
$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/O WARMINGTON HOMES CALIFORNIA
3090 PULLMAN ST #A
COSTA MESA CA 92626
Meter Size
Add'I Reel. Water Con. Fee
Meter Fee
SDCWAFee
CFD 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: $27,733.13 Total Payments To Date: $27,733.13 Balance Due:
Inspector: VIA. ~ Cleamnce:
$0.00
$225.00
$7,188.00
$3,618.63
$5,717.88
$0.00
$0.00
$0.00
$750.00
$0.00
$0.00
$259.00
$60.00
$74.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$27,733.13
$0.00
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, 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 lo 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 project. NOR DOES IT APPLY to any
f h whi flimi i til!U"-""l!Wi"-"l!!m!ll.lllSl!!ll!ll~--'
m m City of Carlsbad Bldg Inspection Request
For: 12/04/2008
Permit# CB073040 Inspector Assignment: MC ---
Title: TRIESTE PL 2: PHS 5 2745SF LV,
Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF
PATIO
Type: RESDNTL Sub Type: SFD
Phone: 7604271926
Job Address: 1979 MARCASITE PL
Suite: Lot: 47
Inspector: /v( ~ Location: --'-'---
APPLICANT WARMINGTON HOMES
Owner: WARMINGTON TRIESTE ASSOCIATES LP
Remarks:
Total Time:
CD Description
19
29
39
Final Structural
Final Plumbing
Final Electrical
49 Final Mechanical
--~-----------
Act Comments ·
Requested By: KYLE ISBELL
Entered By: CHRISTINE
.E_L o~ ::(b -e,G,t~A~tc:.. bAS
Eti.-t.-O,il<t'i:: ::rA-'2~ Jf.f" :F l'><''T"ueE,:; o~
~ ~ ·:M:E-i""itf+lt:., -PtP1J~~ A,-r 'P.tl~ o~
/
Comments/Notices/Holds
Associated PCRs/CVs Original PC# PC 06-35
lnsgection Histo!)'
Date Description Act lnsp Comments
10/24/2008 39 Final Electrical AP MC EMR only, ok to release meter
10/22/2008 39 Final Electrical CA MC PER CONTRACTOR
09/05/2008 17 Interior Lath/Drywall AP PC
08/18/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY
08/18/2008 18 Exterior Lath/Drywall AP MC
08/18/2008 23 GasfTesURepairs AP MC
08/15/2008 82 Drywall/Ext Lath/Gas Test NR MC COMPLETE ALL TRADES
08/11/2008 16 Insulation AP MC
08/07/2008 84 Rough Combo AP MC
07/25/2008 13 Shear Panels/HD's AP PD
07/21/2008 13 Shear Panels/HD's PA MC COMPLETE EXT. FIREPLACE, HOLD DOWNS@ DINING & FAMILY
06/27/2008 15 Roof/Reroof AP PC
05/22/2008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS,PT&BLDG. PLACEMENT REPORTS
Inspection List
Permit#: CB073040 Type: RESDNTL SFD TRIESTE PL 2: PHS 5 2745SF LV,
639SF GAR/110SF DECK/138SF LOG/120S
Date Inspection Item lnspec_tor Act Comments
12/04/2008 89 Final Combo RI
12/04/2008 89 Final Combo MC Fl OK TO RELEASE GAS, FILL DATE TAGS
AT FIXTURES OK -NON METALLIC
PIPING DECAL AT PANEL OK
10/24/2008 39 Final Electrical MC AP EMR only, ok to release meter
10/22/2008 39 Final Electrical MC CA PER CONTRACTOR
09/05/2008 17 Interior Lath/Drywall PC AP
08/18/2008 17 Interior Lath/Drywall MC PA DRYWALL ONLY
08/18/2008 18 Exterior Lath/Drywall MC AP
08/18/2008 23 Gas/TesURepairs MC AP
08/15/2008 82 Drywall/Ext Lath/Gas Test MC NR COMPLETE ALL TRADES
08/11/2008 16 Insulation MC AP
08/07/2008 84 Rough Combo MC AP
07/25/2008 13 Shear Panels/HD's PD AP
07/21/2008 13 Shear Panels/HD's MC PA COMPLETE EXT. FIREPLACE, HOLD
DOWNS@ DINING & FAMILY
06/27/2008 15 Roof/Re roof PC AP
05/22/2008 11 Fig/Foundation/Piers MC AP RECEIVED SOILS,PT&BLDG.
PLACEMENT REPORTS
05/22/2008 12 Steel/Bond Beam MC AP
05/22/2008 21 Underground/Under Floor MC AP
05/22/2008 31 Underground/Conduit-Wirin MC AP UFERGRNDOK
05/14/2008 21 Underground/Under Floor MC AP
05/14/2008 22 Sewer/Water Service MC AP
05/13/2008 21 Underground/Under Floor MC NR PER CONTRACTOR AFTER STOP
05/12/2008 21 Underground/Under Floor MC PA WASTE ONLY
05/12/2008 22 Sewer/Water Service MC NR
Thursday, December 04, 2008 Page 1 of 1
Plan Check#:
Permit#:
Project Name:
Address:
Contact Person:
Sewer Dist:
\
DEC -1 2008
g Planning CMWD St Lite Fire
Date: 11 /26/2008
CB073040
TRIESTE PL 2: PHS 5 2745SF LV,
639SF GAR/11 0SF DECK/138SF LOG/120S F PORCH/103
1979 MARCASITE PL
Phone:
LC Water Dist: CA
Lot:
Permit Type: RESDNTL
Sub Type: SFD
47
..........................................................................................................................................................
Inspected
AMI-Os
Date ,1lu:l,s By: <2odo Inspected: Approved: x_ Disapproved: __
I
Inspected Date
By: Inspected: Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __ ...........................................................................................................................................................
Comments: ______________________________ _
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
83-7 40 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760) 77 5-5983
Concrete (4x8) Compressive Strength Test Report
File Number: 061 2215
Project Title: Trieste at La Costa Greens PTCC Phase : 5
Project Location: rn79 Marcasite Place
Architect: William Hezmalhalch
Engineer: Martin Permit No: CB07-3040
Contractor: Warmington Plan File No:
Location In Structure: Lot: 47 Northeast Corner of Slab
Material Supplier: Superior
Mix Designation: 375p
Admixture(s): Pozzolan
Time In Mixer:
Air Content: (ASTM C173/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
102 minutes
57 degrees F
654
JG
0870314
47
5/23/2008
5/24/2008
5/28/2008
4.00
12.57
56120
4470
5 Days
4500
Slump inches: (ASTM C143)
Unit Weight Plastic/Dry, pcf: (ASTM
C138/C567)
Concrete Temp: (ASTM C1064)
Ticket Number:
Samples Tested By:
0870315 0870316
5/23/2008 5/23/2008
5/24/2008 5/24/2008
6/20/2008 6/20/2008
4.00 4.00
12.57 12.57
80460 83320
6400 6630
28 Days 28 Days
4500 4500
1 2
5.00
I
75 degrees F
116510
CN
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:
(1) City of Carlsbad -Building Inspection Department
(1) Warmington Homes California Gordon T.M. Woo<Jard RCE # 60481
GEOCON
I<NC0R,P0RATED
6960 FLANDERS DRIVE
.·\-0 o . c~
GEOT~HNICAL CONSULTANTS ~~
■ SAN DIEGO, CALIFORt-t!A 92121-297 4 ■ TEL 1858) 558-6900 ■ FAX 1858) 558-6159 •
FOUNDATION OBSERVATION REPORT
PROJECT NAME: __ 7_-_• r.:_"~C:~--._.z~i::-'>£_,-,_!._·_W~-'"'cc.....c''-::...~-'-'-'-' ~=-'cc.·---''-c.c...,-'V-..__ ___ _ PROJECT NO. o u,1~3 -S-2. -;u..,.
LOCATION : --'-L_0_, _~ __ '-1_5_-_'-+~o/.__,_. ---=~'-':f__,__,:/---'t.,'-$" ____ _ , DATE : __ s_-_2_2 _-_"'::...s> ____ _
FOUNDATION LOCATION (if n t entire building) 0
PLAN FILE NO. . PERMIT NOS: (,'-/: 73b::,' '-/:S . (. •:,,O l ] 0 ~ (,,
'-ft,,; 7 -y~•~1 ll D ADDITIONAL OBSERVATION REQUIRED
FOUNDATION TYPE : ~-7 . {y S : ]3 c.> ... ,: 7~01l lJ
~NVENTIONAL 1/ /J ·. 73o'.3>7 E".f;~BST ANTI AL CONFORMANCE ST· TENSIONED 41: 730 '11
• PURPOSE OF OBSERVATION
g"\lerify soil conditions exposed are similar to those anticipated
i;:vv'erify footing excavations extend to minimum depth recommended in soil report
D Verify foundation reinforcement complies with minimum recommended in soil report
D ~rify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report
Gt'verify footings have been extended to an appropriate bearing strata
0 Other
• APPLICABLE SOIL REPORT : TITLE : --'I...J=-.:.j_"' ::.0_4_,_"'-::.· __;C:i::::-,_,~c::....:.~..:.T'"...:~:....:,.(·c.:::· .... '--..:.(8,.-=-~'---'-· -= ..... ,...· -'v:'--. ='-...:.•_s,.,·~,._c'-. --=L,,.=__,,C.=oc.::-s,...~:...:-4-:.__
T, ta G ,v= ""N :s. / · / 7 DATE : .3 -":, -~ o
• SOll..,,REPORT RECOMMENDATIONS BASED ON :
g/Expansion Condition D VERY LOW gr(ow ~EDIUM 0 HIGH 0 VERY HIGH
Ga'Fill Geometry v c.. I c ' '-'--
□ Other : C ' / · '-/..6-'-I 1 ~ -r -rr.. .. "---/5
l
(A vf . {, 5
• MINIMUM FOUNDATION RECOMMENDATIONS :
~ooting Depth : Gr12'4rfch{s QYtR 't;~t,Ts" 0 24 Inches OTHER 1"'5 --------------
Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B Gt1>ost-Tensioned OTHER : _____ _
Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches ifpost-Tensioned
Slab Bedding Material and Thickness : -------------Vapor Barrier :
Foundation Width : -------'1-'z=-·-· _,f"lc..:..•_,-.J _________________________ _
• OBSERVATIONS :
Q/Substantial conformance with Soil Reports (see "Purpose of Observation")
~bstantial conformance with Foundation Plans. Identify : _,_I _-r __ F._ .. --<_1c...~_::..:. _0.:::.)_'-/,__--'[=-1_-.._;'•=-:i-'-~-n_J _____ _
J.t--2-0 G:> -s
0 Other
( :~---=~------------------------------
1 ---------------------------------------
('
• L.~ TE: IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE aEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT Will BE MAINTAINED
1r1-i.J c-.c~~ #--s s-2-
, ., ·t~ FIELD COPIES TO . GEOCON REPRESENTATIVE
.... ,,
' '
FIX PAGE I OF /,
'Q R~INFORCE,b 'CONCRETE' ;,, · ,: 0 REINFORCED MASONRY O WELDING O lilR6PRdOFING·
[B P.l ~ONCRETE / smESS □ EPOXY ANCHORS □ H.S, BOLTING □ ' ,, ,!'·'•
DSA FILE,NO •. :
·u~ .• 11her8by ce,tl(y tti!JI I hoye Inspected the ab9ve teporli3d,wQ!1\, . Unle~ rioted ,olhe ·tt;ie v,"Qrk ~ted Is to the best of my knOwle<;lge,ln,cOiTlPIIO.hCe with the opproved_pla s,
speclflcalfOhs dnd_ appnc~-ns of the g' o':'.ernlhg building lpws ..
lnspeolor lnlllols ,. · ~ · · ' , , " · .. "' t
QSA ·,1 hereby cerlity that 1. have 11\spect~ 1),e above reporte<;I wO(k In accordiiince. wtth .the ·
requirements of DSA qpproved •documef1tS, Sqmpllng and testing ,were conducteo In · '
· ,ocpord<Jnce with fhe,requlrements of jhe OSA q¢proved documents. The w0rk lnspE)cted
' coni'plles with the DSA approved documents:· • ·,• . , , · · t. · · '· ,
;, ' '} ,l, 1 1 , I• '~
bSAAPP.,NO.:
PlAN FILE NO.:,
P.E. REVIEW:
' .
' '
PlANNINC
ENCINEERINC
SURVIVING
HUNSAKER:
&ASSOCIATES
5 A N D I C C 0. I N (,
NU.bl:::!(
lfMNE
LOS ANGELES May 14, 2008
RIVERSIDE
SANOJIGO
ARIZONA
DAVEHAlri'\MAR
LEX WJLL1MAN
ALISA VIALPANDO
OANS!YIITH
RA.YMARTIN
CHUCl<C/\TER
.,,o, Waples S1tetl
S,tn Oic•~n, CA 92121
(l\'il\l 55R--4;i00 11H
IM&l S!iA• U 14 F X
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City of Carlsbad
Engineering Department
1635 Faraday Avenue
Carlsbad, CA 92008-7314
Re: Building Form Certification
La Costa Greens Neighborhood 1. 17
Carlsbad Tract 04-09/PUD 04-08A
Drawing No. 429-2C
Lots 45 through 49 and 64 through 71
Dear City Inspector:
Please be advised the building foundation forms ;ire in conformance with the
precise grading plans as to horizontal and vertical location. All locations checked
were found to be within 0.1 of a foot horizontally and vertically per the precise
grading plans.
Sincerely,
o£b•s~ L.S. 685'
Hunsaker & Associates San Diego, Inc.
111. kc ~.~101\2~0,·,m ooc•
'l<'A 0107·JOI ,,1412aot ID.,""'