HomeMy WebLinkAbout2645 OBELISCO PL; ; CB990491; PermitCity of Carlsbad',
06/10/1999 Retaining Wall Permit, Permit No:CB990491
Ruilding-Ihspection Request Line (760) 438-3101
Job Address: 2645 OBELISCO PL CBAD
Permit Type: RETAIN Status: -ISSUED
Parcel No: 2154400100 Lot 0 Applied: 02/04/1999
Valuation: .$11~1682.00 Construction Type: NEW Entered By: MDP
Reference #: Plan Appr(Q& 0664MA 9 001 01, 02
132-56 Issued: 06/10/1 9g9PRMT
Insp, Project Title: WILSON wl-IOUSE RET. WALL ect Area:
Applicant; Owner:
MATZINGER CONSTRUCTION I LSOi77T—RU S-T,09-2 3-9 5 W
7 -DE STE 201 7,11_2,EST~RELLA -.MAR RD
4405 MANCHESTER AV ICARLSBAD
DEL MAR CA 92024
619 756-2465
Total Fees: $217 45 To-taI.Paymeents fdVaifiEU.J"~' $85.2 \\~/Baldnce Due: $132.25. 0
Building Permit $131.08
Add1 Building Permit Fee koo
Plan Check $l§5.20
Add'l Plan Check Fee % $0.00
Strong Motion Fee $1.17,
RenewalFee $0.00
Addl Renewal Fee i'IN CORPORATED $0.00
Other Building Fee $6.0d
4
$217.45 TOTAL PERMIT FEES
'X_
FINALAPPROVAL
S &17 0,~ Clearance: Inspector-- Date:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" offees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/6xactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Secton 66020(a), and file the protest and any other required information with the City Manager for ,
processing in accordance with Carlsbad Municipal Code Section 3.32.050. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which vou have previously been ciiven a NOTICE similar to this or as to which the statute of limitations has Dreviously otherwise expired. I
~CITY OF C,ARLSBAD -
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
71 .... ..
U
TOR, F_FIqE,;JV$
'PERMIT, APPLI CATI QIM PLAN CHECKM.
EST; J VXL
~PJTY,CIF 'CARLSBAD 8UILDING-DEPARTMENT,0%
Plan- Ck., Qeposi~,L.;;,,,~ ~t ;2075 Uas Palfrias Dr. 'Cdri~bid -J~A`02009-
,V.61idat66..By.::
c Z4 V~ilf Date 7
A
Address (include _131~gjSuite #) ss Name (ai'thi§'iddressil' lt~
_A, t4
'No; ~Subilivision-Name/Number-- JLeggDe
`0
-Lot
P -it 0, nozo o- A.,'A /A 1,7746AA I.M011
Proposed U*-' Existing Use ,~s~es!~pr's earcel #
Ali LW
)Description of Work. 7- #of Stbries'#:%
w 4-
V;-;1`19_CO3;N,1TA'C ISO W. 1 eren,iromaplirant V 1W IMMilTiM N1, V mm~~" p _c
T,- tE3~ , """i D V6 A ~,~Q lii~ --I I - -;7- City,. 'State Zip' # ,.,Name -~,,Address---- #
A,Nafirib City`,~--':~,;~ S~tat~. Z i p ',-'Jalephone 9
*E=RTIF ,;d_WN_EFi
Kame Addre,,s City State Zip Telp~oq~ #
4
0 Ve, ",~pfiuv i(Sec. 7031-.5 Business and,Professions Cgq(k:,_Any..qily,,!,!Cpy!ltyw_lc~ iraqui~ese pa"a o curistruct, alter, impr6 --de'ffi6lish~6~re'paif jey,str6~ture -~6 it; J1.
ant-for such permit to file a signed statement that he is licensed'pursuant to t e provisions of the Contractor,s icirn-S6 i -issuance, also requires, the applic' h 0 6 W
OChapter, 9, commending with, Section J 000 of Divisi on,3 ofrthe~Busineis~and,Professi on*s Code] ~,or-'thiaj,'he~i 9X"ernpj.tH.'e66i jn'dlhe~bli' A ' al~ Jis, sis for'
icant, to,a. civil pen of not more than five hundred'dollais'1$5001). p C7 ~4 t A iolation of Section 7,0.31.5 Yy,pny applicant for a piermit,subjects.the a
'a el? co W- -
~y',! City,,_ V; ..,;'-%T I h # q,ep .-Ppe.,
fiState Licetise 4 9,'6~6ieiClasii 1.,0C i ily "Bu'siness,Licerise
r 2116. ~Rnlh A& ~6V 3,1 3 73JI
IiDesigner Name~_' Telephone. C. -,,,,State/Zip p
State License' ilc~7/6gii, 41"
AORKERS"L j R _6 COMPENSAT ON,
Workers' Compensation Declaration: I hereby offorri u"duir pondity of poijuiry,onts of the Iulluwing.duclairatiuns~ P 14
[T I -have and will,rn ainta in a. certificate' oi'c'o'nsent to s eil I, i, n`sfy- r. a -work6es'-curA~pei as,providiied by 5e!~tion 3700 of the Labb Code, for ihe.ppEforL T~rice
of the work for which this permit is issued. A. 'ET I have-and will,maintain, workers' compensatiii requked by-Sectiori-3700-6f,-the-Labor- Coda,-- for-,the' performance. of-the work,'for.whic'h, this. peii is-,
'issued. My worker's compensation in policy number are: surance carrier and
, n "i'surance Company Policy No._x Expiration Date,
1~(THIS SECTION NEED NOT BE- COMPLETED THE -PERMIT -IS 4FOR ~ONE-HU N DRED, DO LLARSt $,1001 -OR LESS)
ii~o. CERTIFICATE OF EXEMPTION: Ice i Ythatin the performinc6~of the work for whi h hi no~~e~nploy';ny.persoRin.anyma in er si~6,as i;
_~ensationr Vto I is , _ - - ",.i. , --." _ -- , __~,l S,p bec I ome subject to/ he Workers' bjG. Laws of Cali ornia.
WARNING:' Failurp&sec e compensati coverage"is unlawful,- and -shall-subject -an. erriplo'yer ies and'6MI fin6k4p~toone'hundred.,:. V u if thousand dollars oc 0 eM* d ey's fees. _ttrpst an attorn #ii~flon to.the cost of compensation,,damages' as provided for in Section 3406,of thelabor cod'
N TURE 4 Eiim A 7 DATE
A _ER%&DJTA_RiD' -EC LIA/AiTlAh-
I I her!l!~- hi Pat I am exem from the Co trictor's License Ljv for the following reason: _a
-pro*, Y~011 'v~oi and-tK6 sfructure is nbt- intended or offered for, said' as own r o he o my ernployees with.wages as their i~16'68mpensation, will o the .~~(Sec..7044i,Busines~.and.~rofessions-Code:,,The,c'ontra6t'or,~s~i -t6s~,Li a-h-- "-'94 ilds 9 s qA(Rei rop ty _r,~ i M' p r'o V-es f h'e re' o n, a n d '~v h c, 146 a _@ r, _ _, 4u,
such work himself or through his'ovvn employees, providedLthat such improvements are'not intended or offered for'sale. If, however, the 6zilding oil improvement is ,
)
J,,Ir, * , ~ i~~sold-within one year-of completion~ the~owher-builcler will,have-the burden of proving that~he did~not.build,or..impiove--for-.thd,pu'rpo's6'o'fT~a~le
as owner -o f the property, am exclusively contracting with licensed,co ntracto rs to construct, the project, (Sec. 7,044; -Business !and, Professions' Code:, Jhe
iiContractors License Law-cices__not`ap,p1_y`i`6 an owner of p!opjgrty who builds or improves thei-rean,-ifind 'contiad&- for 's' ii "pro-i 'doniracior(d) liqensedrl,t
t to the Contractor's License Lawl.'
if C3 I am exempt under Section Business and Professions Code-for this'rea'~on: A
1 personally plan to'provide the-majo! labor and materials for',construction 6hhe proposed pr6pert~jmpiovement.,Cl YES;,
-br _buildiKdf"~ it'fo r'th6 -pr6posbd'W_ [(ka~e haWniiit)'signi~d*in ippli'dii6h f. a, perm ork.
bqr)'-~ ~3, I. have contracted with.the following, person'(fi6) to,provide the.'prolio'sed,construction (include name /,addrqss' fphoinel~dmberKii license hum !acto!s
toL &6ordifi4tb,'s0perVi6e an provide the-major'work (include name'/ address phone p an to provi e portio7Ts of the w6ik,`b4`f 11h'
i number / contractors. license numbe
work, but I have c 5. 1 will Oirovicl~,some of the' ontracted (hired) theJollowing persons to provid6.the work ih`~icatecl (include'name address phbne number. /,type'
of work):-
PROPERTY OWNER -SIGNATURE ~DAJE
% E C ~Tl 0 W F ~QR -NOM ~_R -7_
. . .... . . . . ...... 114166"Fidtl TRFSTII __MITSIOULF.
t ariZI prev6tion Is the applicant or future building occupant required to submit a business'plan, acutely- hazardous maerial regisiraii67i', form, or ris manag(
ner,Ha'zardoUs Substance Account Act?, 4-4 progrim,under,Sections,25505;-25533-o~~25534 of"the-,Peesley-Tan 0 NO
Is the applic nt or future. buildi ng, ~ecup iied-io-6136ifi,a,,permit from tfie:iiir pollution cdh&6I4sfh6ici iiii~,4uality~management district? YES NO not req6i
Is the f~6i I iiyr to be constructed within - 1 000 feet of. ttt~~quter ol sit NO
~F ANY OF THE,ANSV~E,RVARE YE~S~ kFINA1_ C~ERTIFwATE OF~'OCCUPANCY-.MAY NOT BE;ISSUED U NLESS.THE APPLICANT HAS MET-OR'IS MEETING,-THE,
_RViC IES Wib tAt`AiJFf'06_LL
, LIT , I , ON CONTR
I
OL REQUIREMENTS OF THE OFFICE OF EMERG6iCY ~eE 'DISTRICT.-
R'~IEENDINJ NC 17,10 AGE Y
I hereby.affirm, t hat th,eire-i~,ac9ristrycturi le.nding agericy for the porforma cepf~~the',.%ork for vhich this.permitlis,issu,d (S,,c 30976).CiviI,Code).,'
LENDEA'SNAME LINDER'S ADDRESS
EA, K~O _N- 3
v~thb:a e ndthat tho,inf6rmibon,on;the1plans is.accuiate.',-I.igre`6751 I certify~ 1~6`tfhiveire hi_'- `Ii "' ` t a "t,e~appicationa'n"d~s't~tetha4 6 Vii kfor'matibrilis'Correct,6 d to' comply,Wiih ail 4'
9 antei~, upon -the' aibove mentioned,~ Citytoidinandes.aind Stite,ilaws; .1relatirib 'to., building Jc6nstruction.' I lierebV,authcr'izwrepres ntatives~.of~the,.Citt:o!;,Cpr!s~po,to-'
4,property for.inspection purposes. I ,ALSO 'AGREE TO,SAVE, INDEMNIFY AND KEEP. HARMLESS THE CITY QF,,CARLSBAD. AdA'I~ST.'ALL LIABILITIES,
JUDGMENTS,-COSTS'AhD'EXPENSES WHICH MAY IN**ANY WAY.'ACCRUE AGAINST SAID CITY IWCONSEQUENCE~OF'THE-GRANTING OF-THIS, PERMIT
N- 0. -stories in height."? SHA: An OSHA permit is required for dxcav6tions'bv6r 5'0" deep and deiy~olition'or'con~trtictio~~df stru6tu"res ov ev2l
lei
P 0 ull;6nd,voidf, ~EXPIRATION: Every permit issued iby the4s Idi6g*0 icial tun' eiAhi 'iovisioris-of-this Code shall,expiee b~'Iimitatidn dhd_6e~c' "me. R' if..the.,6uilding. or~y
work~ authorized- by,~~uch~ pqrrh~Vis ~no crom 6ce jthin~ 365,days from the date of, such: pdrmit, or, ifthe building or work authorized.by such,permit is, suspended!.
r is~c ne&at-any time after t ed-for a,period 0, ays ection-l' i o i -or_~6an~o-- h
A RE 4 ot~ , E PPL CANT'S SliG'N;' TU 7 a HITEi'-Fii YlfLLOW~ 'Ap-olicarit' -PINK"Fin6nbe~ W
City Of Carlsbad Bldg Inspection, Request
A For 1/14/.2000
Permit# CB990491 Inspector Assignment: RB
Title: WILSON HOUSE RET. WALL
Description:
Type: RETAIN Sub Type:,
Phone: 7609311211
Job Address: 2645 OBELISCO PL
Suite: Lot 0
Location: In spector:
APPLICANT MATZINGER CONSTRUCTION
,Owner: WILSON TRUST 09-23-95
Remarks:
Total Time: Requested By: GRANT
Entered By: CHRISTINE
CD Description Act Comments
69 Final Masonry
Associated PCRs
Inspection Histo[y
Date Description Act Insp Comments
12/7/1999 62 Steel/Bond Beam AP RB SLAB AREA AROUND BBQ
11/22/1999 11 Ftg/Foundation/Piers -CA RB BY GRANT
11/4/1999 66 Grout PA --IRB TOP LIFT OK @ END OF DECK & PLANTER
11/1/1999 66 Grout AP RB 1 ST LIFT Q PLANTER AREA OK
10/21/1999 12 Steel/Bond Beam CA, RB BY GRANT
10/20/1999 12 Steel/Bond Beam PA RB 2 FT STEM WALL OK @ DECK AREA
1 0/i 8/1999 11 Ftg/Foundation/Piers PA RB OK @ MAIN DECK & PLNTR AREA
10/15/1999 62 Steel/Bond Beam CA RB BY GRANT
10/14/1999 11 Ftg/Foundation/Piers CO RB @ "S" END MAIN DECK AREA
8/20/1999 63 Walls AP RB FRENCH DRAIN
8/11/1999 66 Grout AP RB TOP LIFT
8/5/1999 62 Steel/Bond Beam PA RB 1 ST LIFT 6K @ MASONRY WALL
8/4/1999 62 Steel/Bond Beam NS RB
7/16/1999 62 Steel/Bond Ream PA~ RB OK@REVISED STEM WALL
7/2/1999 61 Footing PA RB STEM WALL PORTION OK
6/25/1999 61 Footing PA RB SEE JOB PLNS
6/25/1999 62 Steel/Bond Beam WC RB
6/24/1999 61 Footing CO RB MISSING #7 S @ 8 IN O.C.,
~INGER 0*1 -DNSTRUCTION INC.-
1'. 0. Box 2555, 1('111010 Snlli8 Fe. Califorida 92007 (614) i%-2465 Fa% (.761)) 943
.
-11124) Vk-AIVR74
FACSIMILE TRANSMISSION REPORT,
Matzinger Construction assumes that all the information in this tr8n smission has been
recelired In a legible condition and accepts no responsibility for problems or- delays due to
poor transmission unless we are notiriedwithin 24 hours of receipt or this'form.
To:, Engineering Analysis & Design,
Attention: John Imandoust Time:
From: Grant Harper. Pages following.
Reference: Wilson Project Faxed-to: (619) 755-5669
John: &q
41 4.41
A 4, <A OXX '~P&
FESSt
No. 6633 --1
V\
OF C IN
DATE R E M A R K S_
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De -Q_,, er-
w, si 'utic ne Aj
(7 Vz.~ ocyrz-7-
~ 0
f
0
sad iwd %azag, 70e, FIELD REPORT FILE NO.
280-4321 DATE (S) 1-7
JOB NAME \/\/ ( , Opfu-6(o _REPORT No.
PROJECT ENGINEER F I E L D TE--C-fi
CONTRACTOR -FOREMAN
EQUIPMENT WORKING % . ___
TYPE OF COMPACTOR
DATE
HOURS CHARGED
I IUD
~,fll& RRED CONSTRUCTION INSPECTIONS, INC.
11ONSON COURT "G
SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 FOR WEEK JOB NO. ENDING
CERTIFIED INSPECTOR'S WEEKLY REPORT 7-5 z -3
xt
A
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
1$Ir'REINFORCED CONCRETE . OSTRUCT. STEEL ASSEMBLY El SPRAY-APPLIED FIREPROOFING
El PRE-STRESSED CONCRETE El REINFORCED GYPSUM C3 OTHER.
D REINFORCED MASONRY D DEEP FOUNDATION
JOB ADDRESS
0
BUILDING PERMIT NUMBER
CIS 45~9 04r1zt i
PLAN FILE NUMBER
OWNER OR PROJECT NAME
\1**J 0 tQ jz.;~ C- T---
ARCHITECT
c_-r-
CONSTR. MAT'L. (TYPE. GRADE. ETC.)
C STRENGTH 0 V-Z C-r-ler~VTE
DESIGN
'3 () 0o 'r? S
I SOURCE OF MFGR.
&-s cot-t> 1, 10:- C) NKt;x;>-1 tl \1e
ENGINEER
DESCRIBE MAT'L (MIX DESIGN, RE-ELAR GRADE & MFGR.. WELD-ROD. ETC.)
C-0 tz~ C_
GENERAL CONTRACTOR
M ;~, --r -2- IL 1~4 C, C-0
CONTA: DOING REPORTED WORK
M \ t-a Co. ~'z
LAS. RECEIVING & TESTING CONSTR. MArL. SAMPLES
c— -7K
INSPEC- TION
DATE
ARRIVAL TIME.. DEPARTURE. TIME
DETAILED REPORT OF LOCATION OF WORK INSPECTED.-TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS, REMARKS. ETC. WORK . WwDE3 iNFOFwATm AsoUT-AMOLINTS Of MATERIAL PLACED OR WORK PERFORMED. NUMBER, TYPE &IDENT. NOS. OF TEST SAMPLES TAKEW, STRLICT. INSPECTED CONNECTICAS (WELDS MADE. KT. BOL'M TOROUED) CHECKED; ETC.
F- 0 t_1 r__ W_r .
p.
'qr
I
'V-~ <~ VZ_ F_~ _- Z--, 0-3 "Z-
vio
C-0 7- k %-a -!E:
C, *J_t>~ %Z
INSPECTOR (paw OR TvM )? L e
L
DATE SIGNED b /~c~~CERiIFICATE~~ ~5n
NMALLSOMI FAPMMMUSTUMCVMBYFMMYOFTWIWDCMWWOOTM TION OATEIL
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan!;
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion or project control.
_..UFt1,REI5 CONSTRUCTION INSPECTIONS, INC. (619) 576 -911G
4888'gonson Court "Gil Fax (619) 576-7028
San Diego, Ca. 52111
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7
TEST
-------------------------------------------
REPORT JOB NO.: 2503 ----------------------------------
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON —CONTRACTOR: MARVIN CONCRETE
CLIENT: MARVIN CONCRETE ENGINEER-
ARCHITECT: BLDG AUTH: 'CITY OF CARLSBAD
INSPECTOR:,FERNANDO.CARDENAS PERMIT NO:, 990491 PLAN FILE:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-FIELD LOCATION OF SPECIMEN
SAMPLE'OF*- CONCRETE IN JOB OR STRUCTURE: STARTER WALL AT N-W CORNER
WEST- SITE~ WALL
--------------- 7--.--7 --------- 7 ------------------------ MIX NO: 26P
- -----------------------
MADE.BY:-. FERNANDO CARDENAS
PROPORTIONS: 6 SACK SLUMP:
ADMIXTURE: POZZ DATE MADE: '7/06/99
tYPE OF CEMENT- DATE-RECEIVED: 7/07/99
CONCRETE SUPPLIER:.ESCONDIDO READY MIX
tICKET NO: 253622
7 ------------------- ------------------------------------------------- 7 --------
-LABORATORY TEST DATA
AGE'TESTED 10 DAYS 28 DAYS 28 DAYS DAYS
SPECIMEN MARKINGS:. 37800 37801 37802
DATE TESTED: 7/13 8 [0 3 .8/03
AREA-SQ.IN.: 28.28 28.,28 28.28,
ULTIMATE LOAD -LBS: 89000
UNIT STRESS PSI: 3150
SPECIFIED STRENGTH
AT 28"DAYS:
-----------------------------------------------------------------
3000.
DISTRIBUTION: MARVIN CONCRETE
--------------
CITY'OF -CARLSBAD
TEST METHODS ,-*ASTM C39: C173: C2 31': C1231:
C172: C143: C138:'
ENGINEER
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 676-91.10 ---- 7-FoRWEEK JOB NO. ENDING
CERTIFIED INSPECTORS WEEKLY REPORT
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
0 PRE-STRESSEDCONCRETE 0 REINFORCED GYPSUM 0 OTHER
REINFORCED MASONRY El DEEP FOUNDATION
JOB ADDRESS
Of cf-6 W—ng —elij
BUILDING PERMIT NUMBER ILE NUMBER
OWNERO - PROJECT NAME
;0/1- 50^.- lf5~~Sl - -5; 7W W.4 /' 4~
ARCHITECT
CONSTR. MATL. (TYPE. GRADE. ETC.)
46'foq -r
DESIGN STRE
I z
FSOUV OF FGR..
~
ENGINEER
'04
DESCR MATWIX DESIGN. RE-RAR GRADE A MFGR., WELD-ROD. ETC.)
28.;~Wl 7s,,r
GENERAL CONTRACTOR
7-Z,4&-40,-6_,f
0
CONTR. DOING REPORTED WOR
LAO. RECEIVING & TESTING CONSTR. MArL. SAMPLES
INSPEC- TION
DATE
ARRIVAL TIME.
DEPARTURE TIME
DETAILED REPORT OF LOCATION OF WORK INSPECTED.- TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC.
WORK INCLUDES INFORMATION ABOUT--AMOUNTS OF MATERIAL PLACED OR WOW PEW<MEV. NIJUSER. TYPE & IDENT. NOS. OF TEST SAMPLES TAKEN: STRLICT.
INSPECTED CONNECTIONS (WELDS MADE. H.T. IIIOLTS TOROUED) CHECKED: ETC.
1116 C_~4001- 01/ t9
ej S
a Z62
10" zl~y z 01- C9 7z' o3:1 lz~~
<P >z-
e--z
INSPECTOR (PmToRTwe) Z111-141<16-
SIGNATURE ef ~_ Z'4Z
DATE SIGNED /.:~_ / 9,,9 CERTIFICATE 'NO.
NOM ALL BSPWMN RMM MUBT It WOMW BY FMAY OF THIE V48C POLLOWINO THE INSPECTION DATU.
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved planF-
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion or project control.
PREFERRED CONSTRUCTION INSPECTIONS-, INC. (619) 576-9110
4888 Ronson Court IlGll Fax (619) 576-7028
San Diego, Ca. 92111
TEST ----------------------------------------------------------
REPORT JOB NO.:
-----------------------------
7 --------- 2503
7 --------------------- 7 ---------------------
JOB: WILSON RESIDENCE
ADDRESS: ~~6,~ _TBELISCO~PLACE,)
OWNER: WILSON ~:CONTRACTOR: C AND L CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER:
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM PAYNE PERMIT NO: CB990491 PLAN FILE:
-----------------------------------------------------------------------------
FIELD LOCATION OF SPECIMEN
SAMPLE OF: CONCRETE IN JOB OR'STRUCTURE: STARTER WALL
MIX NO-. 26P
--------------------------------------------------------------------------------
MADE BY: TOM PAYNE
PROPORTIONS: 6 SACK SLUMP: 3-1/2 11
ADMIXTURE:. POZZ DATE MADE: 10/21/99"
TYPE OF CEMENT: DATE RECEIVED: 10/22/99
CONCRETE SUPPLIER: ESCONDIDO READY MIX
TICKET NO: 260448
------------------------------------------------------------------------------
LABORATORY TEST'DATA
AGE TESTED 10 DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 39942 ~39943
DATE TESTED: 10/28 11/18 11/18
AREA-SQ.IN.: 28 ..28 28.28
ULTIMATE LOAD -LBS:.- 93000 132000 130000
UNIT STRESS -,'PSI: 3290 4'6 7 0 4600
SPECIFIED STRENGTH
-AT 28 DAYS: 3000
-------------------------------------------------
DISTRIBUTION- MATZINGER CONSTRUCTION I ----------------
CITY OF CARLSBAD
TESTMETHODS ASTM C3-9': C173 1: C231:.
C172: C143: C138:
..........
ENGINEER
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 FOR,WEEK JOB NO. END NG 'S WEEKLY PEPO CERTIFIED INSPECTOR RT
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
[R'REINFORCED CONCRETE C3 STRUCT. STEEL ASSEMBLY 0 SPPRAY-APPLI REPR FING
[3 PRE-STRESSED CONCRETE C1 REINFORCED GYPSUM EeOTHER
REINFORCED MASONRY El DEEP FOUNDATION
JOB ADDRESS BUILDING PERMIT hIUMSER PLAN FILE NUMBER
OWNER OR PROJECT N ME
27L~ Ll Z~~,A~/Zoc
ARCHITECT
CONSTR. MATL. (TYPE. GRAM ETC.) DESIGN STR NGTH
-7 URCE OF MFGR. ENGINEER
-fl~XMIAM6 7"
DESC WELD-A ET GENERAL.CONTRACTOR
CONTR. DO TED7
__Z~
/44 1h1,_12Lf1) I ~0' J i L LAB. REC7M_~F%MCONVA. MArL. SAMPLES
INSPEC. TION. DATE
ARRIVAL TIME
PAR URE DE T TIME
DETAILED OF 'LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC.
INIUMBEILTYPE IDENTAIDS FTE AMPLE AKEM TRUC WORK NCUJDES INFCMMTICN AWff--AM0UNT8 OF MATERIAL PLACED OR WORK PEW<W&dE&. & .0 STS ST .5 T.
INSPECTED CCNNEr.TICW (WELDS MADE. KT. 6(XTS TOROUID) CHUXED: M.
~J
I'M
41 A_J Al Z14W J
L
AnxZW ct_ 'Oo r
&),d-Z L
A A 11
INSPECTOR (paw cA Tvm--/ Z/1,Vi
SIGNATURE
DATE SIGNED ftl 12 CEF4IFr_ATE NO. L.,l 06
NW&AU.0APW7=RV*ffrSML*TSE CBMGYFWUYCFTMVMEKFCU.GWMTWMMTM"M.
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion or project control.
.PREFERRED CONSTRUCTION INSPECTIONS,:mINC. (619) 576-9110
4888 Ronson Court IlGll ax (619) 576-7028
San Diego, Ca. 92111
TEST
------------------------------------------------------------------------------
-----------------------------------------------------------------------------
RE.PORT JOB NO.: 2503
-
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER: ..WILSON, CONTRACTOR: CAND L CONCRETE
CLIENT:' ...MATZ INGER - CONSTRUCTION '.ENGINEER.~
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM.-PAYNE PERMIT.NO:.CB9,90491 PLAN FILE:
---------------------------------------------------------------------------------
FIELD :LOCATION OF-SPECIMEN
SAMPLE OF: CONCRETE IN JOB OR'STRUCTURE: STARTER WALL -- - -- - - - - - - - - - - - - - --- - - - - --- - - - --- - - -
7 - - - - MIX NO: .26P
- - - - - * - - - - - - - - - - - - --- - - - - - - - - - - - - --- - - - - - - - - - -- - --
MADE BY: -TOM*PAYNE
PROPORTIONS: 6 -SACK*. ~.SLUMP: 3.1 1/211
ADMIXTURE:— POZZ. MADE: .10/21/99
TYPE OF'.CEMENT:' DATE RECEIVED: 10/22/99
:CONCRETE SUPPLIER:: ESCONDIDO READY*MIX
TICKET NO: 260448
------------------------------------------------------------------------------
LABORATORY TEST DATA
1.0 _DAYS.- 28*'DAYS 28 DAYS H.DAYS
SPECIMEN MARKINGS: 39942 39943 39944
DATE TESTED: ~10/28' 11/18 11/18
AREA-SQ.IN.: 28.28 28.28 28.28
ULTIMATE-LOAD -LBS- 93000
UNIT STRESS PSI: 3290
SPECIFIED STRENGTH
AT 28 DAYS:
- ---------------------------------------------------------------------------------
3000
DISTRIBUTION: MATZING ER CONSTRUCTION
CITY.OF'CARLSBAD
TEST METHODS ASTM.C39:, C173: C231: C1231:
C172: C143: C138:
ENGINEER
PRI ~RRED CONSTRUCTION INSPECTIONS, INC.
4888 ONkN COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (858) 576-9110 FOR WEEK JOB NO. ENDING CERTIFIED INSPECTOR'S WEEK.LY REPORT
W
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
C3 REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY [3 SPRAY-APPLIED FIREPROOFING
RE-STRESSED CONCRETE D REINFORCED GYPSUM 0 OTHER
VREINFORCED MASONRY El DEEP FOUNDATION
JOB ADDRESS 2e1V3_**' MLI-2-1-TZ22
BUILDING 13ERMII NUMBER PLAN FILE NUMBER
OWNER OR PROJECT t4AME
lujlz:6~Aj zz~71J'6AE
ARCHITECT
CONSTR. MAT'L. (TYPE. GRADE. ETC.) DESIGN TH STRENG ~SOURCE OF MFGR. ENGINEA&__
DESCRIBE MAT'L (MIX DESIGN, RE-QAR GRADE & MFGR.. WELD-ROD. ETC.) GENERAL CONTRACTqR
CONTA. REPOR R
LAB. 7&1 )EST
INSPE-C- ARRIVAL TIME. DETAILED REPORT OF LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS. ETC. WORK 'INCIMON INFORNIATICh! A8=-*A10UNT8 OFMATERIAL PLACIDOR WOM PEAFORMED'. NLAASER TYPE & IDENT. NO'S. OF TEST SAMPLES TAK&*. STRUCT. INSPECTED CCNNECTXW (WELDS MADE. H.T. DCXTS TOROUEM CHECKED: M.
If 1 5 10/ _~Vl& A __12:~ le!:~ Azl~
A1"yAbzz
Z" z -
44C I
4
Z_ J5~'A~"elll'
4V
Z122AZI~-21—
"o,
INSPECTOR (PmTastnM
SIGNATURE
DATE SIGNED// f /57—cERTim-ATE
NOM ALL NSM NFORIS MILST N 1119CErVED By F
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved planf.
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin.. . ion or project control.
PknERR-ED CONSTRUCTION. INSPECTIONS., INC,. (619) 576-9110
4888 Ronson Court "G11 Fax (619) 576-7028
San Diego, Ca. 92111
---------------------------------------------------------------------- ------
TEST REPORT JOB*NO.: 2503
- - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO'PLACE.
OWNER: WILSON. CONTRACTOR: C AND L CONCRETE
CLIENT: CONSTRUCTION ENGINEER:
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM-PAYNE NO:'CB990491 -PLAN FILE:
------------------------------------------------ ----------------------
FIELD LOCATION'OF'SPECIMEN
SAMPLE OF: GROUT IN JOB_'OR STRUCTURE: 16" CMU WALL
----------------------------------------------------------------------------------
'MADE BY: 'TOM PAYNE MIX NO: 3870011
PROPORTIONS: 7 SACK 'SLUMP: 611
ADMIXTURE:~ DATE MADE: 11/02/99
TYPE OF CEMENT- '',DATE RECEIVED: 11/04/99
,.CONCRETE SUPPLIER: PALOMAR TRANSIT*MIX.,
TICKET NO: ~972477
- ------------ ------------------------- -----------------------------------------
LA130RATORY TEST DATA
AGE TESTED 10 DAYS- 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 40177 '40178 -40179
DATE TESTED: 11/09 11/30 11/30
AREA-SQ.IN.- 28.28 .'28 28.28
.,ULTIMATE LOAD -LBS- ~32500-
UNIT STRESS PSI: 3610
SPECIFIED STRENGTH
AT-28 DAYS: 3000
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - 7 7 - - - - - - - - - - - - - - - - - - - -
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST METHODS ASTM C39:~ C173:, C231: C1231:
C172: C143: C138:
ENGINEER
Jan-17-01 07:38P P.01
SPECIAL INSPECTION PROGRAM*
ADDRESS OR L EGAL DESCRIPTION:
PLAN CHECK NUMBE . R: OWNER'S NAME:,
1, as the owner, or agent of the owner (contractors may 0.9-t employ the special inspector),
certify that 1, or the a rchite Wang! near of'record, will be responsible for employing the special
Inspector(s) as required by Uniform Building Code (UBC) Section 1701. 1 for the construction
project located at the site listed above, USC. Section. 106.15.
Signed
1, as the engineerlarchitect of record, certify that I have prepared the following special
inspection program as required by USC Section 106.3.5 for the construction project located at
the site listed above. I.,%~%WV&rcriecri Saw
A
Signed _
r
co
1, List of work requiring special Inspection: 3 6 3-4
Sails compliance Prior to Foundation Inspection
Concrete Over 2500 PSI ~Structural
Field
H h Sit n
Prestressed Concrete 19 Expans] I ors
Structural Masonry Spraye
Designer Specified, Other OF C
2.' Narne(s) of individual(s) or firm(s) resooinsible for the. special Inspections listed
above:
3. Dutie s- of the special inspectors for the work listed above:
ZYJ A
VMWi r.— WAZI A-Wy
S.
C
Special inspectors shall check In with the City and pri;scrit their crcdentizIs for approvil pr!C.)r t beginning'
site. work an Via job
SIP 4997
FIN
STRUCTURAL OBSERVATION SPECIAL MASONRY PROGRAM
PAGE 2
REINFORCEMENT TYPE..
46 REINFORCEMENT SIZE"'
REINFORCEMENT LOCATION.
ADEQUATE TIES.
ADEQUATE LAP-AT SPLICES.
-WALL THICKNESS'.
VERIFY THAT BLOCKS ARE 'OPEN-END BLOCKS..
THANK YOU FOR THE OPPORTUNITY TO BE OF SERVICE. I LOOK FORWARD TO
WORKING WITH YOU. IF YOU HAVE ANY QUESTIONS REGARDING THIS OR ANY
OTHER ASPECT OF WORK, PLEASE DO NOT~ HESITATE TO CALL OUR OFFICE.
SINCERELY,
D, NC. FESS
JIHN IIAND06ST, P.E.: N C36633
ol 7_00 b
JI:mj
livi
c
JOHN IMANDOUST, RE.
514 VIA DE LA VALLE
nalysis & Design SUITE 306
SOLANA BEACH, CA 92075
TEL: (619) 792-6055
FAX: (619) 755-5669
STRUCTURAL OBSERVATION AND SPECIAL INSPECTION PROGRAM
FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION:.
CONCRETE WITH fc=3000 psi OR GREATER
STRUCTURAL MASONRY
ABOVE ARE TO BE PERFORMED BY QUALIFIED REPUTABLE INSPECTORS
HIRED BY OWNER OR OWNERS REPRESENTATIVE.
PROGRAMS:
CONCRETE
DURING THE TAKING OF TEST SPECIMENS AND PLACING OF
REINFORCED CONCRETEPER SECTION 1701.5.1 OF 1.994 U.B.C.
STRUCTURAL MASONRY
ALL MASONRY SPECIFIED ON PLANS TO BE MASONRY UNITS
CONFORMING TO ASTM C-90 GRADE N WITH 1500 psi MINIMUM
COMPRESSIVE STRENGTH. USING ONLY TYPE "S" MORTAR AND SOLIDLY
GROUTED CELLS WITH 2000 psi.GROUT. REINFORCEMENT TO BE
INTERMEDIATE GRADE ASTM A615 GRADE 60 EXCEPT FOR #4 AND
SMALLER, USE GRADE 40 DEFORMED PER ASTM A615. ABOVE MAY
BE VERIFIED BY INSPECTION PERFORMED ON A PERIODIC BASIS IN
ACCORDANCE WITH SECTION 1701.5.7.2 OF 1994 U.B.C.
SUMMARY OF SPECIAL INSPECTION FOR MASONRY
AT EVERY 4'-0" LIFT PRIOR TO POUR FOLLOWING ITEMS TO BE INSPECTED
AND VERIFIED:
LET-TER OF VERIFICATION THAT 1500 psi MINIMUM COMPRESSIVE
STRENGTH IS BEING USED.
, Aff.'. 2) LETTER OF VERIFICATION- THAT 2000 psi GROUT IS BEING USED.
LETTER OF, VERIFICATION THAT ONLY TYPE "S" MORTAR IS BEING
USED.
............
EsGil Corporation
2n Partnership with Govern~nent for ~3ui(ding Safety
DATE: 5/27/99 El _6EgLICANT
JURISDICTION: Carlsbad 0 PLAN REVIEWER
LI FILE
PLAN CHECK NO.: 99-491 SET: III
PROJECT ADDRESS: 2645 Obelisco Place
PROJECT NAME: RetainingWalls
F] Theplans transmitted herewith have been c9rre ctbd where necessary and substantially,comply
with t,hejurisdictioh'sbu,ilding, codes:
The plans transmitted herewith will substantially,comply with the jurisdiction's building codes
when minor deficiencies, identified below are resolved and checked by,building department staff.
The plans transmitted herewith have sig'nifica nt deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a.-complete ~echeck.
The check list transmitted herewith is for your information. The p1lan§ are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's,copy of the check list is dnic'losed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has'.been sent to:
Esgil Corporation staff ~did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed....
Person contacted: Telephorie
Date c Fax...#:
a' Telepho Fax In Person
REMARKS: rovide special inspection program to the building official prior to issuance the
building it. lease slip the revised sheet X-Sl 3 (at building department) into the final
set.
By: David Yao Enclosures:
Esgil Corporation
[:1 GA El MB [:1 EJ Fj PC 5/20 trnsmtl.dot
9320.Chesapeake Drive, Suite 208 San Diego, California 92123 (619) 560-1468 Fax (619) 5.60-1576
EsGil Corporation
in Partnership with GoVernment foil B'ui(ding Sa ty
DATE: ~,4:/30/99. El APPLICANT
JURISDICTION: 'Carlsbad 0 PLAN REVIEWER
Q FILE
PLAN CHECK NO.: 99-491 SET: 11
PROJECT ADDRESS: 2645 Obelis6o'Plac'e
PROJECT NAME: Retaining Walls
The plans transmitted- herewith have been.corrected where necessary and substantially comply
with the jurisdi6iion's building codes.
The plans transmitted herewith will substantially comply with -the jurisdiction's building, codes
when minor deficiencies identified below are resolved and checked by building deppqmeht staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list F-1
and should be rrected and resubmitted for ~ complete recheck. co
'The check list,transmitted herewith is for your
I
Jrifonmation.._ The plans, are .be.ing held a . t Esgil
Corporation until corrected plans'are submitted for recheck.
F I Theapplicant's copy of the check list is enclosed for the jurisdiction, to forward to the applicant
cont6ct person.
The applicant's copy of the check list has been sent to:
Grant Harper P.O.Box 2555 Rancho Santa Fe CA 92067
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone
Date contacted: (by: Fax #:
Mail Telephone Fax In Person
REMARKS:
By: David Yao Enclosures:
Esgil Corporation
E] d~ J],MB., ES O.-PC 4/.22 trnsmU.dot
9320 -~ia 92123,..*. (619) 560-1468 -*,Fax (619) 56011576 - 208,; -SadDiegO, Califo! ..C~jii~eaki~DiiNiZE,:Suite
;4te
.7 4 J A
Carlsbad 99-49111
4/dO/99
RECHECK PLAN CORRECTION LIST'
JURISDICTION: Carlsbad PLAN CHECK NO.: 99491
PROJECT ADDRESS: 2645 Obelisco Place SET: II
DATE PLAN RECEIVED BY DATE RECHECK COMPLETED:
ESGIL CORPORAT.ION:4/22, 4/30/99
REVI EWE D BY: 'David Yao
FOREWORD (PLEASE READ):
This plan review is limited,to the technical ~equirements contained~ in the Unifor`m Building Code,
Uniform .Plumbing. Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access. This plan review is
based on regulations -enforced by the Building Department., -You may.-have 'other corrections
based on laws.and ordinances enforced by the -Planning Department, Engineering Department
m
6 oe.oth r d6part ents.'
The'folloWing items listed need 61arification' modification or change. All items Most be satis;fied
b efore the f nce w ith the cited codes and r d-, Se*6-~1` plans will be incon o,r.ma egulations. P r 06.4.3,
1994 Uniform Bu ildind Code,
I the approval of the' plans does,not permit the violation of I any
state,. county orbity law.
A . Please make all corrections on the original tracings and submit two new sets of prints' to:
ESGIL CORPORATION. -
To facilitate rechecking,'please identify, next to each item, the -sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
The.following items have not been resolved from the previous plan reviews. The original
correction number has been given for your reference. In case you did not keep a copy of
the prior, correction list, we have enclosed those pages containing the outstanding
corrections. Please contact me if you have any questions regarding these items. _.
Please indicate here if any changes have been made to the plans th
-
at are not"a-riesulfbf
corrections from this list. )f there are othbr changes, please bri6fly describe them and.where
they are located on the plans. Have changes been made not resulting from this list?
LJNo LJYes
I o: ~41,
Carlsbad 99-491 .11
4/30/99
3.4 Provide minimum structural specifications on the plans to'show that all.structural
'6*1661atio'ns'and bibill ing co e 'I omply ith the design d rri~te'rials wi I c w I a
requirements.
When s
. pecial inspection is required, the,architect or ehgineer of reco'f& shall
prepare an inspection program which shall be submitted to the building official for
approval prior to issuance of the building permit. Please review Section
106.3.5. Please complete the attached form.
Provide a copy of the project soil report,prepared -by a California, licensed
architect or civil engineer. The re0ort shall include th.e retaining wall
recommendation. (The retaining wall calculation. shall complies with the soils
report)'~B C Section 1804.(Th
'
e' field .
ob
.
servatio
.
n report date . d 4/12/99 did bot
Show the recommendation for the.retaining wall.)
Per soils report, note on the plan the soils .,classification, whether or not the soil is
expansive. and note the allowable be~ring valu-e. Section"I 804.3.
Provide a letter from the soils en confirming that the,foundation plan, gine.er
grading- plan, and specifications have been reviewed and that it.has.bee'n
determined that the recommendations in the soilsreport &6" 1 pr9pery
incorporated into the construction documents (when required by the soil repdrt)..
Provide',calculation to show the retaining wall detail 152,155 and 157 on sheet X-
S 13 are adequate to resist the propgr loads.
IIr "7'
"K~
,A jt
EsGil Corporation
An Partnership with Governmentfor Buiffing Safety
DATE: 2/ 16/99' El _ARR6&kNT
<~ ~UJU~RIS~
JURISDICTION: Carlsbad E3 PLAN REVIEWER
Q FILE
PLAN CHECK NO.: 99-491 SET: I
PROJECT ADDRESS: 2645 Obelisco Place
PROJECT NAME: Retaining Walls
F] The plans transmitted herewith have been corrected where necessary and substantially comply
.with the jurisdiction"s building codes.
F] The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith -have significant defi
'
ciencies identified on the enclosed ch*eck list
and should be corrected and resubmitted for a complete recheck.
Z The check list transmitted herewith i
*
s for y
I
our information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward-to the applicant
contact person.
The applicant's copy of the check list has- been sent to:
Bill Matzineer P.O.Box
Esgil Corporation staff did not advise th e applicant that the plan check has been completed.
F-1 Esgil corporation staff did advise the applicant that the p Ian check has been completed.
Person contacted: Telephone #:
Date contacted:. (by: Fax #:
Mail Telephone Fax In Person
REMARKS-
By: David Yao Ehclosures:
Esgil Corporation
GA MB EJ [:1 PC 2/8 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (619) 560-1468 Fax (619) 560-1576
Carlsbad 99-491.
2/16/99
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad PLANCHECKNO.: 99-491
PROJECT ADDRESS: 2645'Obelisco Place
DATE PLAN RECEIVED BY DATE REVIEW COMPLETED:
ESGIL CORPORATION: 2/8. 2j 16/99
REVIEWED BY: -David Yao
FOREWORD (PLEASE READ):
This plan review is limited to the technical, requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access. This plan review is
based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced. by the Planning Department, Engineering Department
or other departments.,
The following items listed need clarification, modification or change . All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, couInty or city law.
1 . Please make all corrections on the original'tracings and submit two new sets of prints to:
ESGIL CORPORATION.
To facilitate rechecking,' please identify, next to each item, the sheet of the plans
upon which each correction on this sheet has been made and return this sheet
with the revised plans.
Please indicate here if any changes have been made'to the plans that are not a result of
corrections from this list. If there are other changes, please briefly describe them and
where they are-located on the plans. Have changes been~ made not resulting from this
list?
El Yes Ell No;~'
3. Provide minimum structural specifications on the plans to show that all structural
' 4 - materials will comply with the design calculations and building code requirements.
4.' When special inspection is required the architect or engineer of record shall prepare an
inspection program which shall be submitted to the building official for approval prior to
issuance of the building permit. Please review Section 106.3.5. Please complete the
attached form.
Carlsbad 99-491.
2/16/99
5. Provide a copy of.the project--soil report prepared, by a California licensed architect or civil
engi
'
neer. The 'report shall
'
include the retaining wall recommendation. (The'retaining wall
calculation shall complies with the soils report) UBC Section 1804.
6. Per soils report, note on th e e plan th ~ soils classification, whether or not the soil is
expansive and note the allowable bearing Value. Section 1804.3.
7. The soils engineer recommended that he/she review. the foundation excavations. Note
on the foundation plan that "Prior to the contractor requesting a Building Department
foundation, inspection, the soils'engineer shall advise the building official in writing that:
The building pad was prepared in accordance with the soils report,
The utility trenches have been properl y backfilled and compacted, and
The f6undatiori excavations, the soils expansive characteristics and bearing
capacity conform to the soils report,."
8. Provide a
I *
efter from the soils engineer confirming that-the foundation. plan,- grading plan
and specifications have been-reyiewed and that it has been determined that the
recommendations in the soils report are properly incorporated into the construction
documents (when required by the soil report).
9. Provide calculation to show the retaining wall detail 152,155 and 157 on sheet X-S 13 are
adequate to resist the proper loads.
10. The juris diction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-146'8, to
perform the plan review fo.r your project. If you have any questions regarding these plan
review items, please contact David Yao at Esgil Corporation., Thank you.
Carlsbad 99-491
2/16/99
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad' - PLAN CHECK NO.: 99-491.
PREPARED BY: David Yao 'DATE:. 2/16/99
BUILDING ADDRESS: 2645 Obelisco. Place
BUILDING OCCUPANCY: M` TYPE OF CONSTRUCTION:
BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) MQLTIPLIER M
Retaininci walls
Air Conditioning
Fire Sprinklers
11682
TOTAL VALUE (per city)
199 UBC Building'Permit-Fee Z Bldg: Permit Fee by ordinance: $ 131.08
199 UBC Plan Check Fee Plan Check Fee by ordinance: $ 85.20
Type of Review: Complete Review, E] Structural'Only ~E] Hourly
Repetitive Fee Applicable F1 Other:
_.Esgil Plan Review Fee: $ 68.16
Comments:
Sheet 1 of 1
macvalue.doc 5196
-Carlsbad Cit o f
...-Public Works Engineering
BUILDING PLANCHECK CHECKLIST
RETAINING WALL
BUILDING PLANCHECK NUMBER: CBWO I-Ff
BUILDING ADDRESS: 41 .5 p
PROJECT DESCRIPTION:' Retaining Wall'
ASSESSOR'S PARCEL NUMBER:
ENGINEERING DEPARTMENT
APPROVAL' DENIAL
The item you have submitted for review has been Please
se p
ea :ched report of deficiencies
approved. The approval is based on plans, information marked with~ ke, necessary corrections to
s cifica and/or specifications provided in, your . submittal; plans or sl5 cifications for compliance with
therefore, any changes to these items after this date, applicable codes and standards. Submit corrected
including field modifications, must be reviewed by this plans and/or specifications to this office for review.,
office to insure continued conformance with applicable
codes. Please-review carefully all comments attached,
as failure to comply with instructions in this report can
result i soension of permit to build.
it
Date: Date:
;B Date:
By: Date:
ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON
Right-of-Way Permit Application NAME:' JOANNE JUCHNIEWICZ
City of Carlsbad
ADDRESS: 2075 Las Palmas Drive
Carlsbad, CA 92009
PHONE: (760) 438-1161, ext. 4510
kY-AS~ALMAS~SYSXLIBRARY%ENGNWORDXDOCSkCHKLST~Retaining Wall BuMing Piancheck Cktst Fom JJ.doc -
Re~. MW98
2075 Las Palmas Carlsbad, CA 92009-1576 (760) 438-1161 FAX (760) 431-5769
RETAINING WALLS
1 ST' 2 N D` 3 RD,(
1 Provide a fully dimensioned site plan drawn to scale. Show:
North Arrow, D. Easements
Existing & Proposed Structures E. Retaining Wall
(dimensioned ~ from -street) (location and height)
Property Lines
~eJ 4~~ U 2. Show on site plan:
CO L,-A 3 Drainage Patterns
Existing & Proposed Slopes
Existing Topography 0 (4
4Y
El Q - Q 3. Include on title shee t:
?-b.0 are
14, 'Site Address
Assessor's Parcel Numbe~r ~A&1_CaJ4&__Q
Legal Description
Grading Quantities Cut ill Import/Export i?J-,
U (Grading Permit and Haul Route Permit may be required)
Q 4.~ 'Project does not comply with the following Engineering Conditions of approval
for:Project No.
Conditions were complied with by: ?Date:
MISCELLANEOUS PERMITS
U 0' 5. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way
and/or private work adjacent to the public Right-of-Way.
A separate Right-of-Way issued by the Engineering Department is required
for the following:
Please obtain an application for Right-of-Way permit from the Engineering
Department.
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PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST-~
Plan Check No. C13 q9 Lt CA I Address 01be-lis(-o
Cr Planner Paul Godwin Phone (619) 438-1161, extension 4329
APN:' a q40 -0 1 -00
Type of Project & U.se: 5 Fk - R cA. W t I I Net Project Density: DU/Ae, 16 76 0 C3 0
Zoning: R 150 00 General Plan: F6cilities -Management Zone:
CFD finin'110 Date 'of participation: Remaining net dev acres: -Circle One
(For non-residential development: Type of land used created by 0 U U this permit:
a r C
,a- 0- Q_
Legend:' z Item'Cpmplete 'Item Incomplete Needs your action -
En'vi~onmenia*l Review Required: YES NO TYPE
DATE OF COMPLETION:
Compliance with conditions of ~pproval? If not, state conditionswhich require action.
Conditions of Approval:
Discretionary Action Requi red: YES NO TYPE
APPROVAL/RE,SO. NO. DATE'.
PROJECT NO.
OTHER RELATED,CASES:
Ump~iiance With conditions or appro val? If not, state 6onditions which require action.
Conditions of Approval:
Coasta'I Zone Assessment/compliancei
Project site located in Coastal Zone? YES NO:J -
-CA Coastal Commission- Authority? , YES NO
If California Coastal Commission Authority: Contact them at 3111 Camino Del Rio North,' Suite
200, San Diego CA '92108-1725; (619) 521-8036
Determine status (Coastal Permit Required or Exempt)-
Coastal Permit Determination, Form already completed? YES O~ f N
Af N0,,,'c6rhpIete" CoastalPermit Deterrhiriati6n Fbrm n'*ow' 7
Coastal Permit Determination Log
T
Follow-Up Actions:,,-
1) Stamp Building. Plans. as "Exempt" or "Coastal P ermit Required" (at minimum
Floor Plans).
Compl,ete.,Coa'sta-I., Permit Determination Log as needed:
Inclusionary Housing- F66'required: YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
'Data'Entry Completed? YES NO
(A/P/Ds,,Acti~ity Miint6ha_I ~oolbar, Scree ~Vo sing 6S Construct H t nce, enter CB#, u ouiing Y/W Enter Fee, UPDATEO'.
'Site Plan: -f JTI T
1 .. Provide f ull dimensional site 'plajh d-ra-wn- y , , ; j%, ,,- - -i " ~-- I __ I to scale: -"-'Show: North I a~row I
pr6periy lines, easements, existing a'nd propqsed;.strudures, streets, existing
street improvements* right':-8i-way width, dimensi6ha-1 setbacks and existing
topographical, lines.
2., Provide legal description of property and assessor's paec-el n6mber.
Zoning:
F-I F-I 1 . Setbacks:
Front: Required 0 .,Shown
lhterior Side:1 Requife'd, 0 Shown 10
'Street Sid6:' Required Shown
-Rear: Required 0 Shown
ccessory, structure setbacks: A A es ruct A
cc sory st
~re ~setbacks
ui From. Reouired.
rio
Shown~
I nterior, Side: ~ed Sh6w'n
e d Street Side: R quire Showr,,i"
Rear: Required
Structure separation: Required 7-S h o w nq
F-I F T F~ 3
.
. -,
,
Lot Coverage: _~equired' ~.'.,Lot Coverage:' Required n,
V Height:, Required' Shown
Parkin
I
g:~ Spices Required SW14owk
Guest Spiices Required -Shown
F-I - Additional- Comments
W` o. kj byet A'O+ C-110~oe b7c.4 V
PER. PLAN--
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5Y L/5 L ',5~
SP AR~ H (54 F; 50 5ASCMUNT. AREA
LOCATED' MORE T1
-iz BENEATH AV.4A
&R-Abe >56%
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PROPOSED 2
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