HomeMy WebLinkAbout1960 CAMINO VIDA ROBLE; ; 87-318; PermitDECLARATIONS
LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR
White Inspector Green (1) Finance Gold — Temporary File
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009-4859
(619)438-1161
MISCELLANEOUS FEE RECEIPT
Applicant Please Print And Fill In Shaded Area Only
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ADDRESS /£&£> C^MtM/0 t/tDA /&&/£/£
ASSESSOR'S
PARCEL NO.
OWNER Goitkb#<i Aitpffid- C&dfate
OWNER'S '
MAILING * s)
ADDRESS tty&& C/&/X/VO faff A KoL I<L.
CITY Gsr<lsiAC/ ZW*?260& TEL. ^3l'Ot^ff
CONTRACTOR /"*_/.*»/ >/Lc*/r£c DGtfGIoPni &sr
CONTRACTOR'S '
MAILING - y? / -* y7 / /?/ rr ?ADDRESS *H \ /"ld*Vl^/f /vt/t/ffltT' mSy t JyfajL' I
CITY CflrjjbKJ ZIP f2flfl9 TEL 93l~0UfcJ>
STATE BUSINESS
LICENSE NO. LICENSE NO,
LEGAL DESCRIPTION
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DESCRIPTION OF WORK
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CITY UflK^S^</ ZIP <JZ00& TEL f5/-^2V^T
PLAN ID NO. ^-> ^ -, , />F7--3/<P
VALIDATION AREA
OW/ W6/16 0101 05niSC- 103-00
F<STMATFnVAIIIAT.nM C^ *?, ^H^>
^1 AN HMPHK FFF 001-810-00-00-8821 /tf 3
"IF THE APPLICANT TAKES NO ACTION
WITHIN 180 DAYS, PLAN CHECK FEES
WILL BE FORFEITED.
CHECK IF SUBMITTED:
Q] 2 ENERGY CALCS /{/ / $-
rn 2 1987 ENERGY CALCS /L/ //}
"-1 FOR NON RESIDENTIAL BLDGS ' //T
fj 2 STRUCTURAL CALCS {p^JL^ jjLv^^S
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D 2 SOILS REPORTS * ji^. J^^^-^
Q 2 SELF ADDRESSED ENVELOPES /^
DATE GIVEN/ nATF
SENT TO APPLICANT
LA COSTA LETTER
SCHOOL FEE FORM
P & E CORRECTIONS LIST
CERTIFICATE OF OCCUPANCY
APPLICANT'S SIGNATURE DATE
White - File Yellow - Applicant Pink - Finance Gold - Assessor
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:.
CONTACT TELEPHONE:.
FINAL BUILDING INSPECTION
87-318
DATE:
tino Vl<J;j *
UNIT NUMBER:
ining wall
NUMBER OF UNITS:
PHASE NO.:
unk
7-14-1
INSPECTED
BY:
INSPECTED
BY:
INSPECTED
BY:
INSPECTED:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
COMMENTS:
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:.
CONTACT TELEPHONE:.
INSPECTED
BY:
INSPECTED
BY:
87-318
DATE:
1960 Cam! no Vida Roble
UNIT NUMBER:
retaining wall
NUMBER OF UNITS:
PHASE NO.:
unk
unk
INSPECTED
BY:
bldg,engln,plan
DATE
INSPECTED:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
APPROVED
7-14-1
DISAPPROVED
DISAPPROVED
DISAPPROVED
'COMMENTS:
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
REGISTERED INSPECTOR'S WEEKLY REPORT
CONSTRUCTION LABORATORIES
6455 NANCY RIDGE DRIVE. SUITE 200SAN DIEGO, CA 92121(619)587-0250
COVERING WORK PERFORMED O REINFORCED CONCRETE
WHICH REQUIRED APPROVAL D PRE-STRESSED CONCRETE
BY THE SPECIAL INSPECTOR OF Q REINFORCED MASONRY
D STRUCT. STEEL ASSEMBLY OGLUE-LAM. FABRICATION
D REINFORCED GYPSUM HOTHER
D PILE DRIVING
JOB ADDRESS NO.FOR WEEKENDING
OWNEB OR PROJECT NAME
g/r-*^ "
BLDQ. PERMIT NO.JOB NO.
CONSTR. MATL (TYPE. GRADE, ETC.)' A ARCHITECT
DESIGN STRENGTH
rz>
SOURCE OR MFGR.ENGINEER .
/V)Stf
DESCRIBE MATL. (MIX DESIGN, RE BAR GRADE ft MFGR.)GENERAI/CONTRACTOR
/I/A
CpNTR-DOING REPORTED WORK
LABRECEIVING ft TESTING CONSTR. MATL SAMPLESLA
CONTRACT NO.
INSP-N.
DATE
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC.
Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test samples taken;
structural connections (welds made, h.t. bolts torqued) checked; etc.
TO
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE
REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND
THIS WORKTO COMPLY WITH THE APPROVED PLANS SPECIFICA-
TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS.
SIGNATURE OF REGISTERED IUSPECTOR
DATE OF REPORT REGISTER NUMBER
REGISTERED INSPECTOR'S WEEKLY REPORT
i?£rr
CONSTRUCTION LABORATORIES
6455 NANCY RIDGE DRIVE, SUITE 200SAN DIEGO, CA 92121
(619)587-0250
COVERING WORK PERFORMED D REINFORCED CONCRETE D STRUCT. STEEL ASSEMBLY D GLUE-LAM. FABRICATION
WHICH REQUIRED APPROVAL D PRE-STRESSED CONCRETE D REINFORCED GYPSUM D OTHER
BY THE SPECIAL INSPECTOR OF D REINFORCED MASONRY D PILE DRIVING
JOB ADDRESS
NO.
FOR WEEKEND.NG
OWNER OR PROJECT NAME BLDG. PERMIT NO.JOB NO.
CONSTR. MATL (TYPE. GRADE, ETC.)ARCHITECT * .
A. '-A
ENGINEER
F'C *
DESCRIBE MATL. (MIX DESIGN. RE BAR GRADE A MFGR.)GENEHAL CONTRACTOR
CONTH. DOING REPORTED WORK
COMC.
LAB RECEIVING & TESTING CONSTR. MATL SAMPLES
CONTRACT NO.
INSP-N.
DATE
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC.
Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test samples taken;
structural connections (welds made, h.t. bolts torqued) checked; etc.
3/as
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE
REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND
THIS WORKTO COMPLY WITH THE APPROVED PLANS SPECIFICA-
TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS.
DATE OF REPORT REGIST&aJMtJMBER
REGISTERED INSPECTOR'S WEEKLY REPORT
CONSTRUCTION LABORATORIES
6455 NANCY RIDGE DRIVE, SUITE 200SAN DIEGO, CA 921 21(619)587-0250
79/7
N.S\)
COVERING WORK PERFORMED JS REINFORCED CONCRETE D STRUCT. STEEL ASSEMBLY "D GLUE-LAM. FABRICATION
WHICH REQUIRED APPROVAL D PRE-STRESSED CONCRETE D REINFORCED GYPSUM D OTHER
BY THE SPECIAL INSPECTOR OF D REINFORCED MASONRY D PILE DRIVING
JOB ADDRESS NO.
FOR WEEK
ENDING
BLDG. PERMIT NO.JOB NO,
CONSTR. MATL (TYPE. GRADE, ETC.)ARCHITECT
A. /-A
i'11
DESCRIBE MATL. (MIX DESIGN, RE BAR GRADE* MFCRJ GENERAL CONTRACTOR
&PO$>
CONTR. DOING REPORTED WORK
LAB RECEIVING & TESTING CONSTR. MATL SAMPLES
CONTRACT NO.
INSP-N.
DATE
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC.
Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test samples taken;
structural connections (welds made, h.t. bolts torqued) checked; etc.
/A/u
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE /
REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND V
THIS WORKTO COMPLY WITH THE APPROVED PLANS SPECIFICA-
TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS.
SIGNATyBE OF RXSfSTEHED INSPECTOR
DATE OF REPORT REGISTER NUMBER
REGISTERED INSPECTOR'S WEEKLY REPORT
79/7
CONSTRUCTION LABORATORIES
6455 NANCY RIDQE DRIVE, SUITE 200
SAN DIEGO, CA 92121
(619)587-0250
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL
BY THE SPECIAL INSPECTOR OF
SI REINFORCED CONCRETE
D PRE-STRESSED CONCRETE
D REINFORCED MASONRY
D STRUCT. STEEL ASSEMBLY
D REINFORCED GYPSUM
Q PILE DRIVING
G GLUE-LAM. FABRICATION
D OTHER
JOB ADDRESS
NO.
FOR WEEK
ENDING
OWNER OR PROJECT NAME
" O
BLDQ. PERMIT NO.
$-7 - 3 /
JOB NO.
9 / 7
CONSTR MATL fTYPE. GRADE, ETC.)ARCHITECT
DESIGN STRENGTH SOURCE OR MFGR.. ENGINEER
A A7 J.ir d Y
DESCRIBE MATU (MIX DESIGN, RE BAR GRADE & MFGR.)GENERAL CONTRACTOR
CONTR. DOING REPORTED WORK
LAB RECEIVING 4 TESTING CONSTR. MATL SAMPLES
CONTRACT NO.
INSPN.
DATE
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC.
Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test samples taken;
structural connections (welds made, h.t bolts torqued) checked; etc.
5-
5
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE
REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND
THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICA-
TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS
SIGNATURE OF REGISTERED INSPECTOR
/
DATE OF REPORT REGISTER NUMBER
REGISTERED INSPECTOR'S WEEKLY REPORT
CONSTRUCTION LABORATORIES
6455 NANCY RIDGE DRIVE, SUITE 200SAN DIEGO, CA 92121(619)587-0260
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL
BY THE SPECIAL INSPECTOR OF
Q REINFORCED CONCRETE
D PRE-STRESSED CONCRETE
D REINFORCED MASONRY
D STRUCT. STEEL ASSEMBLY
D REINFORCED GYPSUM
n PILE DRIVING
G GLUE-LAM. FABRICATION
D OTHER
DESCRIBE MATL. (MIX DESIGN. RE BAR GRADE A MFGR)
LAB RECEIVING ft TESTING CONSTR MATL SAMPLES
INSfN.
DATE
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKE!-; WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC.
Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test samples taken;
structural connections (welds made, h.t bolts torqued) checked; etc.
<se 7% 8s
O
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE
REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND
THIS WORKTO COMPLY WITH THE APPROVED PLANS SPECIFICA-
TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS.
DATE OF REPORT REGISTER NUMBER
REGISTERED INSPECTOR'S WEEKLY REPORT
CONSTRUCTION LABORATORIES
6455 NANCY RIDQE DRIVE, SUITE 200SAN DIEGO. CA 92121(619)587-0250
COVERING WORK PERFORMED JS REINFORCED CONCRETE
WHICH REQUIRED APPROVAL D PRE-STRESSED CONCRETE
BY THE SPECIAL INSPECTOR OF D REINFORCED MASONRY
D STRUCT. STEEL ASSEMBLY D GLUE-LAM. FABRICATION
D REINFORCED GYPSUM D OTHER
D PILE DRIVING
JOBADORESS^FOR WEEKENDING
'9
OWNER OR PROJECT NAME
LO
BLOQ, PERMITJUO. _/- 5 g JOB NO.
CONSTRMATL (TYP ITECT
DESIGN STRENGTH SOURCE OR MFGH.ENGINEER
DESCRI , RE BAR GRADE * MFQR.J GENERAL CONTRACTOR
CONTR, DOING REPORTED WORK
LAB RECEIVING & TESTING CONSTR. MATL SAMPLES
CONTRACT NO.
INSPN.
DATE
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC.
Includes information about - amounts of material placed or work performed; numtj^r, type, and identify numbers of test samples taken;
structural connections (welds made, h.t bolts torqued) checked; etc.
1/27
EO£. WALL ''# " AMD s*/
U/ALL CA rr- ) f£r~
3 CyL.
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT 1 HAVE INSPECTED ALL OF THE ABOVE
REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND
THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICA-
TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS.
DATE OPlREPOBT REQtSTER NUMBER
Highland Testing Labortoty, Inc.
1832 Commercenter Circle. Suite A
San Bernadino. CA 92408
714/884-6839
Highland Testing Labortory, Inc.
68703 Perry Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason, Irvine, CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive, Suite 200
San Diego, CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd., Suite 104
Calabassas. CA 91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CARLSBAD AIRPORT CENTRE
ALONG PALDMAR flIRPORT ROAD
PROJ. NO.: 7917
DATE: G6/O2/B8
LOCATION IN STRUCTURE: WftLL @ WEST END- O/S Wft|_Li, APPRQX. 4O' FROM END
CONCRETE SUPPLIER: 3. D.
MIX NO.: 355
SLUMP-IN.: 4. 0
MIXING TIME—MINS.: 94
READY-MIX _ PLANTNO.: l
TYPE OF CEMENT: 1 1
CONCRETE TEMP:
TICKET NO.: l 4O458
ADMIXTURE: PQZZ
AIR TEMP:
WATER ADDED: £0 GAL
SPECIMENS MADE BY: H. PROD DATE MADE: O4/O7/88 DATE RECEIVED AT LAB: 04/12/88
FIELD I.D.
LAB l.D.
AGE- DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-psI
H/D
CORR. FACTOR
CORP. STR.-PSI
34760
7
04/14/S8
6X1£
38. 49
S34OO
1870
34761
23
05/05/88
6X1S
£8. 52
8OOOO
£810
3476£
56
06/oe/se
6X1£
£8.41
81700
£880
0
0
0
0
0
0
o
0o
SPEC. STR. -psl 300O COPIES: 3 <p,s requested)
DISTRIBUTION:
CITY OF CARLSBAD
CENTRE DEVELOPMENT (£>
CONSTRUCTION LABORATORIES, INC.
R«sp«cttuJJxJ3u bm Ittad,
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas,CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT: CARLSBAD AIRPORT CENTRE
ADDRESS: ALONG PALOMAR AIRPORT ROAD
CONTRACTOR:
ARCHITECT:
ENGINEER:
PROJ.NO.: 7917
DATE: 05/05/88
BLDG. PMT. #
PLAN FILE #
LOCATION IN STRUCTURE: WALL & WEST END, 0/S WALL, APPROX. 40' FROM END
CONCRETE SUPPLIER: 3-D. READY-MIX PLANT NO.: 1
MIX NO.: 355 TYPE OF CEMENT: 1 1
SLUMP-IN.: 4. O CONCRETE TEMP:
MIXING TIME-MINS.: 94
TICKET NO.: 140458
ADMIXTURE: POZZ
AIR TEMP:
WATER ADDED: £O GAL
SPECIMENS MADE BY: H. PROO DATE MADE: 04/07/88 DATE RECEIVED AT LAB: O4/ IS/88
FIELD I.D.
LAB I.D.
AGE— DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR— psi
H/D
CORR FACTOR
CORB. STR.- pel
34760
7
04/14/88
6X1£
£8. 49
53400
1870
34761
£8
05/05/88
6X1£
£8,55
80000
£810
O
0
O
0
0
O
O
0
O
O
0
O
SPEC. STR. -psl 3000 COPIES: 3 (fls requested)
DISTRIBUTION:CITY OF CARLSBAD
CENTRE DEVELOPMENT
flNTHONY F. BELFflST, P. E. C 4O333
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Cdmmercemer Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd.. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CflRLSBflD ftlRPORT CENTRE
RLONG PftLOMflR PURPORT ROftD
PROJ. NO.: 7917
DATE: O4/25/8S
BLDG. PMT. #87-318
PLAN FILE*
LOCATION IN STRUCTURE: LOWER PLRNTER WftLL
CONCRETE SUPPLIER: ESCON. REflDY-MIX PLANT NO.: ESCON.
MIX NO.: 5. 5 SflCK TYPE OF CEMENT: 11
SLUMP-IN.: 5.0 CONCRETE TEMP:
MIXING TIME-WINS.: 105
TICKET NO.: 138423
ADMIXTURE: POZZ
AIR TEMP:
WATER ADDED:
SPECIMENS MADE BY: R. DAVIS DATE MADE. 03/25/83 DATE RECEIVED AT LAB: 03/£6/88
FIELD I.D.
LAB I.D.
AGE- DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD— LBS
COMP. STR.-psi
H/D
CORR. FACTOR
CORR. STR.-psi
3469O
7
04/01/88
6X1 iE:
28. 46
67400
£370
34691
£8
04/E2/88
6X12
£8.46
9620Q
3380
34692
O
HOLD
O
O
0
O
0
O
0
0
O
0
O
SPEC. STR. -psi 3000 COPIES: 3 (fts requested)
DISTRIBUTION:
CITY OF CfiRLSBftD
CENTRE DEVELOPMENT (£)' INC-
>
ftNTHONY F. BELFSflT, P.E. C 4O333
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle, Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
REPORT OF CONCRETE TESTS
Construction 1 boratories
6455 Nancy Ridge tJrive. Suite 200
San Diego, CA9212!
619/587-0250
Coastal Valley Construction Laboratory
jntura Blvd. Suite 104
asas.CA91302
518/888-4994
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CARLSBAD AIRPORT CENTRE
ALONG PALQMAR AIRPORT ROAD
PROJ. NO.: 7
DATE: 04/
BLDG. PMT.# 7-318
PLAN FILEtt
LOCATION IN STRUCTURE: FOOTINGS AT WEST END
CONCRETE SUPPLIER: ESCON.
MIX NO.: I6p
SLUMP-IN.: 6. 00
MIXING TIME-WINS.:
PLANT NO.:
TYPE OF CEMENT:
CONCRETE TEMP:
II
TICKET NO.: 3O43S1
ADMIXTURE: pQZZ 3S£
AIR TEMP:
WATER ADDED: 20 GfiL
SPECIMENS MADE BY: p. DEB I EN DATE MADE: 02/19/33 DATE RECEIVED AT LAB: O3/08/88
FIELD I.D.
LAB I.D.
AGE— DAYS
DATE TESTED
NOM. SIZE— IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STfi.— psi
H/D
CORR. FACTOR
CORR. STR.-PSI
34O10
18
03/os/aa
6X1£
Z&r-trS^
^87OO
\ £O6O
VV
34O11
28
03/18/88
6X1E
. 41~
681OO
S4OO
^— - ,
34012
56
O4/15/88
6X12
_£8>~42
79£oe-
E73O
0
D o
0
0
0
o
0
0
o
SPEC. STR. -pal 3OOO COPIES: 3 <fts requested)
DISTRIBUTION:
CITY OF CARLSBAD
CENTRE DEVELOPMENT (£)
DOES NOT CONFORM
ANTHONY P. E- C 4O333
D DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
SanDiegaCA92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CfiRLSBftD flIRPORT CENTRE
flLONG PfiLOMflR PURPORT ROflD
PROJ. NO.:
DATE:
7917
O4/ 14/68
LOCATION IN STRUCTURE:WflLL ftT WEST END
CONCRETE SUPPLIER:
MIX NO.:
SLUMP-IN.:
MIXING TIME-MINS.:
ESCON.
355
6.5
REfiDY-M I X PLANT NO.: 1
TYPE OF CEMENT: 1
CONCRETE TEMP:
TICKET NO.: 137042
ADMIXTURE: PQZZ
AIR TEMP:
WATER ADDED: 30 GAL
SPECIMENS MADE BY: H- PROO DATE MADE: 03/17/88 DATE RECEIVED AT LAB: Q3/21/88
FIELD I.D.
LAB I.D.
AGE-DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD— LBS
COMP. STR.-psi
H/D
CORR. FACTOR
CORR. STR.-PSI
34383
7
03/24/88
6X12
28.43
515OO
1810
34384
£8
04/14/88
6X12
28.49
-. — /6400
( 3750
V ^x>
^- —
O
B^P ' y/iWf\|\ -1
Si^, 0
J> 1 0*s \
X)
Ls \<A
/ i A\
h\\ ^\ \ *•*o
o
0
0
0
o
o
SPEC. STR. -psl 3OOO COPIES: 3 <fts requested)
DISTRIBUTION:
CITY OF CflRLSBflD
CENTRE DEVELOPMENT (2)
ONTHONY F. BELFRST, P. E. C 4O333
DOES NOT CONFORM CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City, CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CARLSBAD AIRPORT CENTRE
ALONG PALQMAR AIRPORT ROOD
PROJ. NO.: 7917
DATE: 04/14/88
LOCATION IN STRUCTURE: WALL & WEST END, O/S WALL, ftPPROX. 40' FROM END
CONCRETE SUPPLIER:
MIX NO.:
SLUMP-IN.:
MIXING TIME-WINS.:
S. D. READY-MIX PLANTNO.:
355 TYPE OF CEMENT:
4.0 CONCRETE TEMP:
94
1
II
TICKET NO.: 140458
ADMIXTURE: POZZ
AIR TEMP:
WATER ADDED: £0 GAL
SPECIMENS MADE BY: H. PROO DATE MADE: 04/07/38 DATE RECEIVED AT LAB: 04/12/88
FIELD I.D.
LAB I.D.
AGE— DAYS
DATE TESTED
NOM. SIZE— IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-ps!
H/D
CORR. FACTOR
CORR. STR-psi
34760
7
O4/ 14/68
6X12
28.4^
53£OCT
A&7Q
(
V _-
O
^X
) °
/ ^
jS I
^ sS® *\\r^ \ ! ^
r 4
0
oy o
!> /
!Y^^-~^
O
O
0
^
0
0
o
0
o
o
SPEC. STR. -pal 3OOO
7 ' \rJ COPIES: 3 (As requested)
DISTRIBUTION:
CITY OF CARLSBAD
CENTRE DEVELOPMENT <2>
ANTHONY F. BELFAST, P-E. C 40333
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd, Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA 91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT: CARLSBAD AIRPORT CENTRE
ADDRESS: ALONG PALOMAR AIRPORT ROAD
.~ARCHITECT:
ENGINEER:
PROJ. NO.:
DATE:
7917
04/04/88
BUILDING PERMIT NO. 87-318
LOCATION IN STRUCTURE:LOWER PLANTER WALL
CONCRETE SUPPLIER: ESCON- READY-MIX PLANT NO.: ESCON.
MIX NO.: 5.5 SACK TYPE OF CEMENT: II
SLUMP-IN.: 5. 0 CONCRETE TEMP:
MIXING TIME-MINS.: 1 OS
TICKET NO.: i334
ADMIXTURE: PQZZ
AIR TEMP:
WATER ADDED:
SPECIMENS MADE BY: R. DAVIS DATE MADE: O3/25/88 DATE RECEIVED AT LAB: 03/26/38
FIELD I.D.
LAB I.D.
AGE— DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD— LBS
COMP. STR.-psi
H/D
CORR. FACTOR
CORR. STR.-psl
34690
7
04 /O I/ SB
bX.ic!
,58. *+6
674OO
3370
O
0
o
o
0
o
o
o
o
o
o
'•-'
o
o
o
SPEC. STR. — psl OOO COPIES: 3 <As requested)
DISTRIBUTION:ul 1 V Dr- L.ARLSBHL)
CENTRE DEVELOPMENT <£>
ANTHONY F. BELFAST. P.E. C 4O333
CONFORMS DOES NOT CONFORM
•- -tHighland Testing Laboratory, Inc.
1832 Commercenter Circle, Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Masoa Irvine, CA92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT-
ENGINEER:
CflRLSBftD flIRPQRT CENTRE
ALONG PftLQMflR PURPORT ROOD
PROJ. NO.:
DATE:
7917
04/04/66
BUILDING PERMIT NO. 87-318
LOCATION IN STRUCTURE:RET. WflLL.. E. RETURN. 3rd LIFT
CONCRETE SUPPLIER: E3CON. REftDY-M IX PLANT NO.: ESCON.
MIX NO.: 5- 5 SflCK TYPE OF CEMENT: 11
SLUMP-IN.: 5. OO CONCRETE TEMP:
MIXING TIME— MINS.: 75
TICKET NO.: 13496O
ADMIXTURE:
AIR TEMP:
WATER ADDED: 3
SPECIMENS MADE BY: R. DfiVIS DATE MADE: 03/O4/8S DATE RECEIVED AT LAB: O3/OS/68
FIELD I.D.
LAB I.D.
AGE- DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-psI
H/D
CORR. FACTOR
CORR. STR.-p«t
34O13
7
03/1 i/aa
6X18
cia. 4u
571OO
£010
34O14
28
04/01 /SB
6X1£
£8. 46
89OOO
3 1 3U
34015
O
HOLD
o
0
•
O
O
O
<J
(.)
0
O
O
O
SPEC. STR. -psl ;ooo COPIES: 3 (fts request ed )
CENTRE DEVELOPMENT <£)
CONSTRUCTION LflBORflTORIES, INC,Respectfully Submitted,
teJto .PNY F. BELFAST, P.£. C 4U333
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas,CA91302
818/888-4994
REPORT OF CONCRETE
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CARLSBAD AIRPORT CENTRE
flLQNG PfiLDMflR AIRPORT ROAD
PROJ. NO.: 7917
DATE: 03 / £5/SS
LOCATION IN STRUCTURE:WALL AT WEST END
CONCRETE SUPPLIER:
MIX NO.:
SLUMP—IN.:
MIXING TIME—MINS.:
ESCON
355
£-5
64
READY-MIX PLANT NO.:
TYPE OF CEMENT:
CONCRETE TEMP:
TICKET NO.:
ADMIXTURE:
AIR TEMP:
WATER ADDED:
OZI
O 6 PL
SPECIMENS MADE BY: H. PROD DATE MADE: O3/17/88 DATE RECEIVED AT LAB: 03/21/88
FIELD I.D.
LAB I.D.
AGE-DAYS
DATE TESTED
NOM. SIZE— IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-psi
H/D
CORR FACTOR
CORR. STR.-PSI
3438ji
f
03/24/88
6X1£
£8. *3
5 1 bOo
i a i o
u
o
u
u
(_>
u
E.J
(J
u
I..J
y
O
t.j
U
(..)
SPEC. STR. — psi 3OOO COPIES:(As reo nested)
CENTRE DEVELOPMENT (2)
CONFORMS
CONSTRUCTION LABORATORIES. INC,Respectfully Submitted,
ANTHONY Fr- BELFAST
CONFORMS NOT C
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd, Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CARLSBAD PURPORT CENTRE
ALONG PALOMAR AIRPORT ROOD
PROJ. NO.: 7917
DATE: 03/82/68
BLD6. PMT.# 87-318
PLAN FILE#
LOCATION IN STRUCTURE:FOOTINGS AT WEST END
CONCRETE SUPPLIER: ESCON,
MIX NO.: ISP
SLUMP—IN.: 6. 00
MIXING TIME-WINS.: S£
PLANT NO.: 3
TYPE OF CEMENT: 11
CONCRETE TEMP:
TICKET NO.: 304381
ADMIXTURE: PQZZ 3,
AIR TEMP:
WATER ADDED: £0 GAL
SPECIMENS MADE BY: R. DEBIEN DATE MADE: O£/19/68 DATE RECEIVED AT LAB: G3/Q8/BS
FIELD I.D.
LAB I.D.
AGE-DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-psi
H/D
CORR. FACTOR
CORR STR-psi
34O1O
18
03/O8/80sxia
£8. 43
58700
2Q60
3401 1
28
03/3.3/88
6X1£
£8. 41
68 1 OG
8400
O
0
o
O
oo
o
o
0
o
o
o
SPEC. STR -psi ;ooo COPIES:(As reauested)
DISTRIBUTION:
CITY OF CflRLSBflD
CENTRE DEVELOPMENT
CONSTRUCjIOi^ LABORATORIES,RespecnuTiysu om Ined,INC,
DOES NOT CONFORM
ANTHONY F. BELFAST, P. E. C 4O33;
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason, Irvine, CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CARLSBAD filRPGRT CENTRE
flLONG PflLOMAR QIRPORT ROOD
PROJ. NO.: "917
DATE: 03/11/66
BLDG. PMT.ft 87-318
PLAN FILE#
LOCATION IN STRUCTURE:RET. t-jPLL. E. RETURN. 3rd LIFT
CONCRETE SUPPLIER: ESCQN. READY-il IX PLANT NO.: ESCON. TICKET NO.:
MIX NO.: 5-5 SACK TYPE OF CEMENT: II ADMIXTURE:
SLUMP-IN.: 5.OO CONCRETE TEMP: AIR TEMP:
MIXING TIME-MINS.: 7" WATER ADDED:
SPECIMENS MADE BY:DflVIS DATE MADE: 03/O4/B8 DATE RECEIVED AT LAB: O3/Q8/B8
FIELD I.D.
LAB I.D.
AGE— DAYS
DATE TESTED
NOM. SIZE— IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-psi
H/D
CORR FACTOR
CORR. STR.-psi
34013
7
O3/1 1/86
b X i cL
£8. 4O
371 GO
20 1 O
0
O
0
o
u
y
<.j
o
u
'
(.j
(.1
o
u
o
(..)
SPEC. STR. — psl OOO COPIES:( fts rea nest ed >
ClH'?Tf?iFU"l?0fliLSEiPD
CENTRE DEVELOPMENT (£)
CONSTRUCTION LfiBORPTDRIEB, INCRe.pectfu.ly Submitted,
ff
flNTHDNY F. BELFAST, PH E. C 4u33;
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle, Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd, Suite 10
Cathedral City, CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. C A 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT: CflRLSBflD AIRPORT CENTRE
ADDRESS: ^LONG PflLOMftR AIRPORT ROP.D
CONTRACTOR:
ARCHITECT:
ENGINEER:
PROJ. NO.: 7917
DATE: 03/10/8B
BLDG. PMT.tt 87-318
PLAN FILE#
LOCATION IN STRUCTURE:TOP OF E. SECTION OF S. RETftlNNING WALL
CONCRETE SUPPLIER: ESCON. REftDY-MIX PLANT NO.: 1
MIX NO.: 355 TYPE OF CEMENT: II
SLUMP—IN.: 5.50 CONCRETE TEMP:
MIXING TIME-MINS.: AS
TICKET NO.:
ADMIXTURE:
AIR TEMP:
WATER ADDED:
131543
POZZ M/B COLOR
10 GftL
SPECIMENS MADE BY: R. DEB I EN DATE MADE: 03/11/88 DATE RECEIVED AT LAB: 08/ 16/88
FIELD I.D.
LAB I.D.
AGE- DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-PS)
H/D
CORR. FACTOR
CORR. STR.-PSI
33493
7
oa/ is/as
6X1E
£8.41
597OO
2OOO
33494
•II 'QC.O
03/10/88
6X12
£8.47
895OO
3140
33495
O
HOLD
0
O
O
(_>
0
(.)
0
t.)
O
0
O
SPEC STR. -psi 3OOO COPIES: 3 <P,s requested)
CENTRE DEVELOPMENT (£)
CONSTRUCTION LflBORfiTQRIES, INCRespectfully Submitted,
ftNTHONY F. BELFAST. P. E. C 4O333
CONFORMS Q CCONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd, Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine, CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego, CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd.. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS.
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CflRLSBAD PURPORT CENTRE
ALONG PftLOMflR RIRPQRT ROOD
PROJ. NO.: 7917
DATE: 03/10/88
BLDG. PMT.tt 87-318
PLAN FILEtt
LOCATION IN STRUCTURE:LOWER PORTION OF W. END OF S. RETRINNING WALL
CONCRETE SUPPLIER: ESCON,
MIX NO.: 355
SLUMP-IN.: b.OO
MIXING TIME-MINS.: 35
REftDY-M IX PLANT NO.: 1
TYPE OF CEMENT: J I
CONCRETE TEMP:
TICKET NO.: 131475
ADMIXTURE: POZZ
AIR TEMP:
WATER ADDED: 15 GflL
SPECIMENS MADE BY: R. DEBIEN DATE MADE: 02/11/88 DATE RECEIVED AT LAB: Q2/ 15/88
FIELD I.D.
LAB I.D.
AGE-DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.- psi
H/D
CORR FACTOR
CORR. STR-psi
3349O
7
oa/ia/as
6X12
88.41
646OO
22 7 O
33491
£8
O3/1O/S8
6X12
28. 47
9180O
322O
3349E
0
HOLD
O
O
0
0
0
0
0
O
O
O
O
SPEC. STR. -psi 3OOO COPIES: 3 (As requested)
DISTRIBUTION:
CITY OF CflRLSBftD
CENTRE DEVELOPMENT
INC-
flNTHONY F. BELFAST. P. E. C 4O33;
CONFORMS HI DOES NOT CONFORMQ COI
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City, CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine, CA92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd., Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS.
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CRRLSBflD PURPORT CENTRE
OLQNG PflLOMfiR PURPORT ROAD
PROJ. NO.: 7917
DATE: 03/10/88
BLDG. PMT.# 87-318
PLAN FILEtt
LOCATION IN STRUCTURE:FOOTINGS flT WEST END
CONCRETE SUPPLIER: ESCON.
MIX NO.: 16P
SLUMP-IN.: 6. CO
MIXING TIME-MINS.: SS
PLANT NO.: 3
TYPE OF CEMENT: 11
CONCRETE TEMP:
TICKET NO.: 3O43B1
ADMIXTURE: PQZZ 32
AIR TEMP:
WATER ADDED: £Q
SPECIMENS MADE BY: R. DEBIEN DATE MADE: 02/19/88 DATE RECEIVED AT LAB: Q3/O8/8S
FIELD I.D.
LAB I.D.
AGE-DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD— LBS
COMP. STR.— psi
H/D
CORR. FACTOR
CORR. STR-f»i
34O10
18
03/08/88
oX 1 b.'
£8.43
587OO
2O 60
0
0
0
0
0
o
o
o
0
0
o
o
0
o
o
SPEC. STR. -psl 3 GOO COPIES: 3 (As red nested)
DISTRIBUTION:CITY OF CflRLSBRD
CENTRE DEVELOPMENT (£)' INC
ftNTHONY F. BELFAST, P. E. C 4O33;
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd, Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine, CA 92718
714/951-8686 213/630-8032
REPORT OF CONCRETE TESTS
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
Ventura Blvd. Suite 104
:alabasas.CA91302
818/888-4994
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CfiRLSBflD PURPORT CENTRE
flLONG PflLOMPlR ftlRPORT ROflD
PROJ. NO.:
DATE:
BLDG. PMT.#7-318
PLAN FILE*
LOCATION IN STRUCTURE:"P," WftLL 30' EflST FROM S. U. CORNER
CONCRETE SUPPLIER:
MIX NO.:
SLUMP-IN.:
MIXING TIME-MINS.:
ESCON. REftDY-MIX PLANT NO.: 1
355 TYPE OF CEMENT: II
4.50 CONCRETE TEMP:
44
TICKET NO.: 303307
ADMIXTURE: POZZ
AIR TEMP: 78
WATER ADDED: 0 GPL.
SPECIMENS MADE BY: NICKELL DATE MADE: 01/27/88 DATE RECEIVED AT LAB: 01 /SB/88
FIELD I.O.
LAB I.D.
AGE-DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-psI
H/D
CORR. FACTOR
CORR. STR.-PSI
33254
7
02/03/88
sxie
•as, 49
7O5OO
8480
33255
£8
02/24/88
6X12
28. 47
99900
3510
33E56
O
HOLD
O
0
0
0
0
0
O
0
O
O
0
SPEC. STR. -psf tooo COPIES: 3 <fls requested)
DISTRIBUTION:CITY OF CflRLSBfiD
CENTRE DEVELOPMENT (£)
, INC.
T* •~T7-rr*"Y /.•.**• - —'•
PNTHONY F. BELFAST, P. E. C 4033;
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd, Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd.. Suite 104
Calabasas. CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT: CARLSBAD AIRPORT CENTRE
ADDRESS: ALONB PALOMAR AIRPORT ROAD
CONTRACTOR:
ARCHITECT:
ENGINEER:
PROJ. NO.: 7317
DATE: OS/18/88
ELDG. PMT.tt 87-318
PLAN FILE*
LOCATION IN STRUCTURE:TOP OF E. SECTION OF S. RETAINNING WALL
CONCRETE SUPPLIER: ESCON. READY-MIX PLANT NO.: 1
MIX NO.: 355 TYPE OF CEMENT: II
SLUMP-IN.: 5.50 CONCRETE TEMP:
MIXING TIME-WINS.: 48
TICKET NO.: 131549
ADMIXTURE: POZZ M/B COLOR
AIR TEMP:
WATER ADDED: 1O GAL
SPECIMENS MADE BY: R. DEB I EN DATE MADE: O£/ 1 1 788 DATE RECEIVED AT LAB: 08/16/83
FIELD I.D.
LAB I.D.
AGE- DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.-pSi
H/D
CORR. FACTOR
CORR. STR.-psI
33493
7
o£/ia/aa
GXlc:
28. 41
59700
2OOO
O
O
O
O
O
O
0
0
O
O
0
0
0
0
O
SPEC. STR. -psi 3000 COPIES: 3 (As requested)
CENTRE DEVELOPMENT <£)
/ /
ANTHONY F. BELFAST, P. E. C 4O333
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd. Suite 104
Calabasas.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT: CflRLSBRD PURPORT CENTRE
ADDRESS: flLONG PftLOMftR AIRPORT ROOD
CONTRACTOR:
ARCHITECT:
ENGINEER:
PROJ. NO.: 7917
DATE: OS/18/88
BLDG. PMT.# 87-318
PLAN FILEtt
LOCATION IN STRUCTURE:LOWER PORTION OF W. END OF S. RETfilNNING WflLL
CONCRETE SUPPLIER: ESCON.
MIX NO.: 355
SLUMP-IN.: 6- OO
MIXING TIME-WINS.: 35
REflDY-MIX PLANT NO.:
TYPE OF CEMENT:
CONCRETE TEMP:
TICKET NO.: 1 31475
ADMIXTURE: POZZ
AIR TEMP:
WATER ADDED: 15 GftL
SPECIMENS MADE BY: R- DEBIEN DATE MADE: 08/11/88 DATE RECEIVED AT LAB: OS/15/88
FIELD I.D.
LAB I.D.
AGE— DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD— LBS
COMP. STR-psI
H/D
CORR. FACTOR
CORR. STR.-PSI
33490
/02/1 a/aa
6X1E
£8.41
64600
££70
u
0
o
o
o
0
(J
o
0
o
o
o
u
0
o
SPEC. STR. -psi 3OOO COPIES: 3 (fls requested)
ClWIUPUWfiLSBflD
CENTRE DEVELOPMENT (£)
CONSTRUCTION LflBORflTORIES, INC,Respectfully Submitted,
F. BELFAST, P. E. 'W 4O3
CONFORMS DOES NOT CONFORM
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
San Bernardino, CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Masoa Irvine. CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive. Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd.. Suite 104
Calabasas.CA 91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CARLSBAD AIRPORT CENTRE
ALONS PALOMAR AIRPORT ROAD
PROJ. NO.: 7917
DATE: 02/04/88
BLDG. PMT.# 87-318
PLAN FILE#
LOCATION IN STRUCTURE:'A" WALL 30' EAST FROM S.W. CORNER
CONCRETE SUPPLIER: E5CON,
MIX NO.: 355
SLUMP-IN.: 4. 50
MIXING TIME-MINS.: 44
READY-MIX PLANT NO.: 1
TYPE OF CEMENT: I I
CONCRETE TEMP:
TICKET NO.: 303307
ADMIXTURE: POZZ
AIR TEMP: 73
WATER ADDED: 0 SAL.
SPECIMENS MADE BY: NICKELL DATE MADE: 01/37/88 DATE RECEIVED AT LAB: 01/28/88
FIELD I.D.
LAB I.D.
AGE— DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD— LBS
COMP. STR.-psi
H/D
CORR. FACTOR
CORP. STR.— psi
33254
7
oe/03/sa
6X12
38. 49
7O5OO
£48O
0
O
0
O
0
0
0
0
0
0
O
0
0
O
0
SPEC STR. -psl JOOO COPIES: 3 (As requested)
DISTRIBUTION:CITY OF CARLSBAD
CENTRE DEVELOPMENT <£>
ANTHONY F. BELFAST, P.E. C 4O333
CONFORMS DOES NOT CONFORM
MfCC f *'
TO:
Robert Fefferman
Structural Engineering
INFORMATION REQUEST
FOR
Planter Walls
DRAWING LOCATION:
SPEC. PAGE:
TITLE O« SECTION OF WORK:
Dowels @ Retaning Wall "R"
COST EFFECT:ISSUED BY:
DATE:
F.A. Wagner
03
CONTRACTOR/SUPPLIER
DISTRIBUTION:
WRITTEN DESCRIPTION OF PROBLEW — ATTACH SKETCHES AS REQUIRED.
The contractor, Martelli, left out dowel inserts at the east wall of planter "If.
The maximum wall height is 16'0" and they propose to drill and epoxy #5 dowedObars
at 12" O.C.
Is this acceptable and what should be the embedment depth?
N
I
PROPOSED SOLUTION
Drill and epoxy is OK with the following criteria:
1. Qnbedment depth in retaining wall =8"
2. 12" spacing
3. Also add #5 dowe Is @ 18" O.C. in the foot ing pro j ect ing vert ical into the
wall
4. Dowel length= 3(0" total
L/S >
V
^'Jfr.* C** f*
f* /^*b /
' ,/] - •»/**
«^*
ff*
DATE:
DISTRIBUTION:j OWNER ' j MECHANICAL J ElECTRtCAL
TO:c Robert Feffercjan
Structural Engineering
^INFORMATION"'REQUEST'
'—'•>A£ .•.";• •"' '•-•" 'FOR" ' ',-.Vv ,j. .;- . • ; . -. ... . -
Retaining & Planter Walls
DRAWING LOCATION: $Ht 4':;..
SPEC. PAGE: DTL k/4
TITLE OR SECTION OF WORK:
Embeds for planter wall dowels
COST EFFECT:ISSUED BY: Frank A. Wagner
DATE: January 15, 1988 .
CONTRACTOR/SUPPLIER
DISTRIBUTION:
file . '
Martelli Construction
WRITTEN DESCRIPTION OF PROBLEM — ATTACH SKETCHES AS REQUIRED:
Our subcontractor, Martelli Construction, is requesting a substitution of D-52, 90°
hook bar, per the attached cut sheets from S.C.A. Construction Supply in lieu of the detailed :
3/8" x 4" weld plate. Please review and sign your approval below A.S.A.P. if you approve this
change.
sv-
PROPOSED SOLUTION
|l|. _/
r
*//• t't-uttf A
BY:
*
DATE
.
DISTRIBUTION; DARCHITICT DOWNBI D MECHANICAL
D _ D
Dowel Bar Replacement
ttlno-Spllce 3ar
D-60 DBR Coupler
by generations of experience tn thf concrr * con-
struction Indus'ry, Oiiyton Superior continues lo provide you
wfth products that meel the recommendations of the Owcrels
Reinforcing Sleol Institute and the American Institute. Prod-
ucts thai satisfy your cost and safety requirements »s wait.. Jka
tie Duwe> Bet Replacement)
With the Dayton Superior Dowel Bar Replacement, you got
9 product *wt will:
e Reduce fomwork erection and stripping costs;
i
It:>'t —.1
> Y.1 **v f
D-50 DDR Coupler Selection Chart
P»i titt
D*tl0neHen
• «
• 1
• •
* ?
• »
• t
• 11
• 11
Yhr*ed
DM
K-.tSMC
*"-l1HC
»"-rt»«•
\"+HC
1-4NC
' 1ttH.?NC
' 1V4UN
U-4UN
O.D.
K
Lenctl"
»-»i»-
H"«t%"
1V.«"m2V'
l«M"»r."
»»"•»
1V.-.J',-
»»"rtVi~
t •».»*•«'*"
rnent;
e Allows you to ttveed your own reinforcing bars V so desired.
The D 50 Dowel Bar Raplacemenl (DBR) Coupler. D-51.
D-52. D-53 or D-54 DBR Setting-Splice Bars are simple, easy
to use. and familiar in shape to all construction workers The
D-50 DBR Coupler is fastened to the torrhwork by means of
nails, wood screws or an NC Threaded Bolt of proper diameter
and length.
Fotrn*oik stepping is cosy. loo. hrrause '*><? OBR method
eliminates having to slide lormwork over protnjding mbers c*
retwnding rebars In an expensive keyway. Today's lormwork
costs'are highly tabor Intensive, and fast slipping assures
greater productivity and more ftttracttve bottom ens numbers
vwn previous methods. • :
Since the DBR Setting-Splice Bars are fabricated from
ASTM-A615 Grade 60 reinforcing steel, the contractor can
purchase tttes0 ba^ trom any locnl Dnyton Superior dealer.
or have the material fabricated locally, or do the work with his
own laboi Iwc'*. Since oniy the stock DBR Couple' needs to
be ord**?^, lot-il jnb RexibHtry rEecs'ired Thr-eare no highly
apecialijed products requiring sp^riat fobftrfllkx1 pronedu;e«
This also eliminates potential delays IM deJ've'y of specielized
products
D-51 Straight Bar
D-5Z, BO' Hook D.r
D-53, ISO' Hook Bar
D-54, Sinighi Ber
Both Ends
Setting- Sptkt Bar Cokx Guide
Re bar
Size
M
15
#6
- 07
98
f9
• 10
•11
Color
Coda
* 'Clear
;**'Rtd **
" 'Orange'
Blue
G'een
' -Red
Orange
Green
Deo
cTO; • .• • - . •.
Robert Fefferipan
Structural Engineering
REQUEST
'FOR
Retaining ft Planter Walls
DRAWING LOCATION: Sfit 4V;
SPEC. PAGE: DTL k/4 .
TITLE OR SECTION OF WORK:
Embeds for planter wall dowels
COST EFFECT:ISSUED BY: Frank A. Wagner
DATE: vranuary 15, 1988
l-R. NO:
or
CONTRACTOR/SUPPLIER
DISTRIBUTION:
file , -
Martelli Construction
WRITTEN DESCRIPTION OF PROBLEM — ATTACH SKETCHES AS REQUIRED:
Our subcontractor, Martelli Construction, is requesting a substitution of D-52, 90°
hook bar, per the attached cut sheets from S.C.A. Construction Supply in lieu of the detailed :
3/8" x 4" weld plate. Please review and sign your approval below A.S.A.P. if you approve this
change.
i cv.'-
PROPOSED SOLUTION /* tc
BY:DATE
O ARCHITECT D OWNBl Q MECHANICAL Q ELECTRICALQ STRUCTURAL a—_—; a :
M»CC *** H*
flBHMBt
TO:
Robert Fefferman
Structural Engineering
INFORMATION REQUEST
FOR
Retianing & Planter Walls
DRAWING LOCATION: SHT 2
t
SPEC. PAGE:
TITLE OR SECTION OF WORK:
B lockout* in Retaining Wall Footing
COST EFFECT: ISSUED BY: Frank A. Wagner
DATE: January 15, 1988
I.R. NO:
02»
CONTRACTOR/SUPPLIER
DISTRIBUTION:
file
Martelli Construction
WRITTEN DESCRIPTION OF PROBLEM — ATTACH SKETCHES AS REQUIRED:
Due to a minor conflict with three temporary soldier beams which intrude approximately
.1*0" into the back of the large footing, blockouts are required in order that these beams
can be removed in the future. Please review and approve these blackouts per the sketch below
PROPOSED SOLUTION
K DATE: j. .. 11} lit?
DISTRIBUTION:
LJ snrucrunAi D
J"l 0 6
ROBERT L. FEFFERMAN
3268 1/2 Rosecrans Street
San Diego, California 92110
JulyS, 1988
Centre Development
2111 Palomar Airport Road
Suite 300
Carlsbad, CA 92009
Attention: Joe Giedeman
Dear Mr. Giedeman:
We are in receipt of your letter of June 20,1988 and the enclosed test results pertaining to
the concrete strengths of the footings and a planter wall for the Carlsbad Airport Center
Project.
Both structures called for 3,000 pound concrete. In the case of the footing for the
retaining wall the tests show 2,790# at 58 days. This is in an area where the maximum height
of the wall is 13 feet. The most critical height of the wall is 20 feet where the 3,000# concrete is
required in the stem and in the footing. In this section the ultimate flexural capacity is 31,600
foot pound at this reduced strength. The ultimate moment is 22,654 foot pounds or 72% of the
ultimate strength.
In the instance of the 6 foot high planter wall, the tests show 2,880# at 58 days. The
ultimate bending requirement is 2,448 foot pounds per foot. The ultimate bending capacity is
3,697 foot pounds. The shear capacities in either case are far above the ultimate shear loads.
We recommend the acceptance of these structural elements despite the strength
deficiencies. You may use the contents of this letter in obtaining the approval of the building
authority.
Sincerely yours,
Robert L. Fefferman
Engineers of Record
CENTRE
DEVbLOPMHN
Multi-lamily Division
June 20, 1988
BOB FEFFERMAN ENGINEERING
3268-1/2 Rosecrans
San Diego, CA 92110
Attention: Bob Fefferman
Dear Bob:
Per our discussion, you will find attached your copy of the
concrete break test. The first low test is on the west end of
the wall footing where height is from 13' at the center of this
section down to 41 at the far west end of the wall.
The second set of test results (#34760, #34761, #34762) attached
is for test run in the planter wall on the west end. This vw1 '
is approximately 61 high.
Thank you in advance for your help in resolving this situation.
Sincerely,
CENTRE DEVELOPMENT
roe Giedenfcn
Project Manager
JG:res
Enclosures
Jill I';t I Virp.irl K<i:ul • Mint- Ann . (::irKh.ul. ( A <>J(H)«> - (>I9'(M I <L> ti
Highland Testing Laboratory, Inc.
1832 Commercenter Circle. Suite A
S*ft-Bwmirdino. CA 92408
714/884-6839
Highland Testing Laboratory, Inc.
68-703 Perez Rd. Suite 10
Cathedral City. CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine. CA92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge-Drive. Suite 200
Sanf>iegp.CA92I2l
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd.. Suite 104
Calabasa&.CA91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CPRLSBPD PURPORT CENTRE
ALONG PftLOMftR PURPORT ROftD
PROJ. NO.:
DATE:
7917
O4/15/B8
BLDG. PMT.# 7-318
PLAN FILE#
LOCATION IN STRUCTURE: FOOTINGS flT WEST END
CONCRETE SUPPLIER: ESCON.
MIX NO.: 16p
SLUMP-IN.: 6- OO
MIXING TIME— MINS.:
PLANT Ntt: 3
TYPE OF CEMENT: J
CONCRETE TEMP:
TICKET NO.: 304381
ADMIXTURE: pQZZ 322
AIR TEMP:
WATER ADDED: £0 GftL
SPECIMENS MADE BY: R. DEBIEN DATE MADE: OS/19/88 DATE RECEIVED AT LAB: 03/08/88
FIELD I.D.
LAB I.D.
AGE- DAYS
DATE TESTED
NOM. SIZE— IN.
ACTUAL AREA
CRUSH LOAD-LBS
COM P. STR.-pil
H/D
CORR. FACTOR
CORR. STR.-P1I
34O10
18
03/08/88
6X12
£8. A3
58700
EO60
340 11
28
O3/1S/B8
6X12
28.41
681OO
24OO
34012
56
O4/15/88
&X12
28.42
79SOO
2790
O
O
O
O
O
O
O _
0
O
SPEC. STR. -p»(3OOO COPIES: 3 <fts requested)
DISTRIBUTION:CITY OF CftRLSBfiD
CENTRE DEVELOPMENT <£)
DOES NOT CONFORM
ftNTHONY F. BELFflST, P. E. C 4O333
CONFORMS DOES NOT CONFORM
Highland Testing Labortory, Inc.
1832 Commercenter Circle. Suite A
San Bernadino, CA 92408
714/884-6839
Highland Testing Labortory, Inc.
68703 Perry Rd. Suite 10
Cathedral City, CA 92234
619/328-2322
Irvine Testing Laboratory, Inc.
15 Mason. Irvine, CA 92718
714/951-8686 213/630-8032
Construction Laboratories
6455 Nancy Ridge Drive, Suite 200
San Diego. CA 92121
619/587-0250
Coastal Valley Construction Laboratory
23875 Ventura Blvd., Suite 104
Calabassas, CA 91302
818/888-4994
REPORT OF CONCRETE TESTS
PROJECT:
ADDRESS:
CONTRACTOR:
ARCHITECT:
ENGINEER:
CftRLSBftD AIRPORT CENTRE
flLONG PftLOMftR PURPORT ROftD
PROJ. NO.: 7917
DATE:
LOCATION IN STRUCTURE: wflLL g WEST END( O/S WflLL, flPPROX. 4Q» FROM END
CONCRETE SUPPLIER: 3.0. REP.DY-MIX PLANTNO.: 1
MIX NO.: 355 TYPE OF CEMENT: 1
SLUMP—IN.: 4.0
MIXING TIME-MIN&: 94
CONCRETE TEMP:
TICKET NO.: i 40458
ADMIXTURE: pQZZ
AIR TEMP:
WATER ADDED: £Q GflL
SPECIMENS MADE BY: H. PROD DATE MADE: O4/O7/3S DATE RECEIVED AT LAB: 04/ 13
FIELD I.D.
LAB I.D.
AGE- DAYS
DATE TESTED
NOM. SIZE-IN.
ACTUAL AREA
CRUSH LOAD-LBS
COMP. STR.— psl
H/D
CORR. FACTOR
CORR. STR.-PSI
34760
7
04/14/88
6X1£
£8. 49
534OO
1870
34761
£8
05/05/88
6X1S
on BTO»_D. vJC.
aoooo
£810
347G2
56
06/03/88
6X12
£8.41
8170O
sseo
0
o
o
o
0
0
o
0
0
SPEC. STR. —pftl JOOO COPIES:(fts requested)
DISTRIBUTION:
CITY OF CftRLSBftD
CENTRE DEVELOPMENT
CONSTRUCTION LABORATORIES, INC
RaApectfuJJy^ubmittad,
ANTHONY F. BELFPST. P.E. C 403333
RECEIVED
JUN 61988
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO* CA 92123
(619) 56O-1468
DATE: /^,h £7. /¥&? QAPPLICANT
JURISDICTION:JPLA
[JFILE COPY
PLAN CHECK NO: _ 7? - 5 /£ JL. _
///>,. i~)DESIGNER
V/.'-h /PROJECT ADDRESS:
PROJECT NAME:
«The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
I — - The plans transmitted herewith will substantially comply
I _ I with the jurisdiction's building codes when minor deficien-
cies identified _ are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
| [ The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #_
REMARKS:
By; x <#frCx sfa >*' Enclosures
CORPORATION \
ESGIL CORPORATION
932O CHESAPEAKE DR., SUITE 2O8
SAN DIEGO. CA 92123
(619)560-1468
DATE:
JURISDICTION:
PLAN CHECK NO:
PROJECT ADDRESS:
PROJECT NAME:
WlDA Rc.-g.t-g:
\M AI L.*.
QAPPLICANT
JFILE COPY
Dups
QDESIGNER
D
D
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
jjj The applicant's copy of the check list has been sent to:
II Esgil staff did not advise the applicant contact person that
plan check has been completed.
I&J9 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS:
Telephone #
Enclosures
ESGIL CORPORATIN
Cttp of Cartefaab
JURISDICTION;Date 7-I-A7
PROJECT ADDRESS;
TO;
£AMHJ& VtDA
PLAN CORRECTION SHEET
Plan? Check No.
Date plana received by the jurisdiction^
Date plana received by plan checker_£-2
Date initial plan check completed 7-M
By
FOREWORD; PLEASE READ
Plan check ie limited to 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 access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department or
other departments.
The items etrded below need clarification,
modification or change. All oiralad items have
to be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 303 (c), of the Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
A.
1.
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan gets that may have
been returned to you by the jurisdiction,
2.To facilitate rechecking, please identify,
next to each circled item, the sheet of
the plana upon which each correction on
this aheat has been made and return thia
check sheet with the revised plans.
K0 KAAUF".
AK!
TbLE.Tft *>\\rMi LocATim
fnfl. fbvJER fcLJ? id
Th CETAltJIMfe
-ViMJ ADD moMK .
1*1
VJAUL5.
DETAI
-4- C
FOE. ^TTEAA. lT AA-
THAT UEW-UTS ARE
Ln\A/
C,"
R pft<,e vwc iF
AvW
MOORE & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS
*S3O EAST LA PALMA AVENUE • ANAHEIM, CALIFORNIA 928O7 • (714) 779-esOi
May 26, 1987
Job No. 285-256
Carlsbad Airport Center
2204 Garnet Avenue
San Diego, California 92107
AIRPORT BUSINESS CENTER- PHASE I
PROPOSED RETAINING WALL - LOT 10
ADJACENT TO PALOMAR AIRPORT ROAD
CARLSBAD, CALIFORNIA
This letter presents recommended design values for the subject
retaining wall. The- design values are based on the results of
laboratory tests performed on samples of typical earth materials
obtained from the approximate location of the proposed wall. In
addition, we have reviewed the retaining wall design from a
geological point of view. We understand that the wall is to
support an area around a high tension power pole and the maximum
wall height will be about 18 feet.
Because of the proximity of the power pole to the construction
zone, we recommend that the construction slope be no steeper than
one horizontal to one vertical. The toe of the construction
slope should be established by projecting a 1.5:1 (horizontal to
vertical) plane downward from the outside edge of the pole
footing to the catch point at the bottom of the wall and then
projecting a 1:1 slope upward to the top. A minimum of five feet
horizontal distance away from the pole to top of slope should be
maintained at all times. However, it should be noted that SDGE
will have final review and their recommendations, where
applicable, will prevail for the placement of the construction
slope.
Carlsbad Airport Center Page 2
The following design values do not consider an adverse geologic
structure, and will not be appropriate if low strength layers
with out-of-slope components of dip are exposed in the back cut.
We therefore recommend that the geologist inspect the back cut
during construction in order to provide final acceptance of the
geotechnical design values. Alternatively, several backhoe test
pits could be excavated into the existing slope at the location
of the proposed wall with the geologic structure evaluated by the
project geologist prior to initiation of construction.
Soil values to use for design should be as follows:
i
Native undisturbed materials
Allowable bearing pressure 3500 psf with a maximum toe
pressure of 5000 psf
o
Angle of internal friction 35
Cohesion 0.0
Unit weight of soil 125 pcf
Allowable Coefficient
of Friction 0.47
Allowable passive earth
pressure 230 psf/ft
Equivalent fluid pressure - level backfill
Clean select granular soil 30 psf/ft
On-site select granular soil 33 psf/ft
In addition to the above, the effects of the power pole must be
considered in any wall design. All backfill behind the walls
should be compacted to 90 percent of maximum density and pipe and
gravel subdrains should be placed near the bottom of the wall.
Alternatively, a two cubic-foot/foot gravel wedge could be placed
behind the wall and the wall provided with weep holes. Cribwall
design, if applicable, should also provide drainage at the back of
the wall.
Job No. 285-256 - May 26, 1987
Carlsbad Airport Center Page 3
This report has been prepared in accordance with generally
accepted geotechnical practices and makes no other warranties,
either express or implied, as to the professional advice or data
included. If there are any questions, please feel free to call.
MOORE & TABER
Walter M. Christian
WMC/DRB/mc
Attachments: None
Distribution: (3)Addressee
Attention:
Reviewed by Douglas^R. Bell
RCE 40516
(Expires 3-31-91)
Mr. Don Cook
Job NO. 285-256 - May 26, 1987
Date*Jurisdiction
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept*
p Esgil
PLAN CHECK NO.
BUILDING ADDRESS .
APPLICANT/CONTACT
BUILDING OCCUPANCY
i c
PHONE NO.
DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
BUILDING PORTION
RerfAUJ lKJr« VAO^L-4
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA VALUATION
MULTIPLIER
<a
@
@
VALUE
-Zjt-^OG
Fee Adjusted To Reflect
Building Permit Fee $_
Plan Check
D Energy Regulations (Fee x 1.1)
Q Handicapped Regulations (Fee x 1.065)
/52
ef£f,
COM M E N TSi
8/4/82
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-1468
DATE:
JURISDICTION:
PLAN CHECK NO
£>( C&
APPLICANT.
PLAN CHECKER
FILE COPY
UPS
DESIGNER
PROJECT ADDRESS:
PROJECT NAME:
I—I The plans transmitted herewith have been corrected where
, — |
I _ I
D
D
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified _ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck. £&*- £&&**)
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
300
aLadi , L4S-14
I1 Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS: ""*
Telephone #-62.4$
By:
ESGIL CORPORATI
Enclosures
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ENGINEERING CHECKLIST
LEGEND
Date:
Plan Check No.
Project Address:
Project Name: __.
Field Check Date:
By:
1,2,3
Item Complete
Item Incomplete - Needs
Your Action
Number in circle indicate
plancheck number that
deficiency was identified
LEGAL REQUIREMENTS
Site Plan
1. Provide a fully dimensioned site plan drawn to scale.
Show: North arrow, property lines, easements, existing
and proposed structures, streets, existing street improve-
ments, right-of-way width and dimensioned setbacks.
2. Show on Site Plan: Finish floor elevations, elevations of
finish grade adjacent to building, existing topographical
lines, existing and proposed slopes, driveway and percent
(%) grade and drainage patterns.
3. Provide legal description of property.
4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
5
6
7
Grading permit required.
Grading plans in plan check PE
Need the following completed prior to building permit issuance:
A. Grading plans signed.
B. Grading permit issued.
C. Grading completed.
D. Certification letter and compaction reports submitted.
E. Grading inspected and permit signed off by City inspector.
Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,etc)
Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
0
FEES REQUIRED
r~1 10. Park-in-Lieu fees required.
Quadrant: , Fee Per Unit: , Total Fee
I IP] 11. Traffic impact fee required.
. Fee Per Unit: , Total Fee: .
I I r~| 12. Bridge and Thoroughfare fee required.
Fee Per Unit: , Total Fee:
1—I LJ 13. Public facilities fee required.
[ZI I 1 |~1 !**• Facilities management fee required. Fee:
I—- I—. 15. Additional EDU's required: .
I—I I—J Sewer connection fee: Sewer permit no.
\~~] p"| 16. Sewer lateral required: .
REMARKS:
( V^T^Q I \C
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O.K. to issue: f &** fr #WJ>/ML~ -^ Date:
If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
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Plan Check No. 87~3/ft
Type of Project and Use
Zone
PLANNING CHECKLIST
Address
Setback: Front
School District:
Use Allowed? YES
Side Rear
NO
San Dieguito
Carlsbad
Encinitas
Discretionary Action Required
Environmental Required
Landscape Plan Required
Comments
YES
YES
YES
San Marcos _
NO _ Type
NO _
NO
Coastal Permit Required
Additional Comments
YES NO
OK TO ISSUI DATE
C ~Y OF CARLSBAD - AGEr A BILL
MTn 06/09/87
nPPT. ENG
TITLE:ABOVE-GROUND ENCROACHMENT
PERMIT - PALOMAR AIRPORT ROAD
(CENTRE DEVELOPMENT)
RECOMMENDED ACTION:
Adopt Resolution No. °l /O f approving the above-ground
encroachment for Centre Development and authorize the
City Manager to sign the Encroachment Permit.
ITEM EXPLANATION
Centre Development has requested an above ground
encroachment permit for a retaining wall and planter
boxes along Palomar Airport Road west of Camino Vida
Roble. The purpose of the wall is to allow for the
widening of Palomar Airport Road without having to relocate
an existing SDG&E transmission tower. The developer
claims relocation of the tower would be too costly and
would delay opening of Palomar Airport Road along this
project for another year.
Staff has worked with the developer in preparing a suitable
alternative to relocation of the tower. The retaining
wall and planter box proposal was brought before the
Planning Commission and received their support by a six
to one margin. The developer has agreed to permanently
maintain the planter boxes and landscaping. In addition,
the developer has agreed to re-landscape and maintain
the median landscaping adjacent to their project as a
condition of Commission's acceptance of their proposal.
FISCAL IMPACT
None.
EXHIBITS
1. Location Map.
0.o.2. Letter requesting encroachment permit dated May 14,
1987.
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3. Resolution No. 11 OS approving the above-ground
encroachment for Centre Development and authorize the
City Manager to sign the Encroachment Permit.
4. Encroachment Permit.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
RESOLUTION NO. 9108
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA APPROVING THE ABOVE-GROUND ENCROACHMENT FOR CENTRE
DEVELOPMENT AND AUTHORIZING THE CITY MANAGER TO SIGN THE
ENCROACHMENT PERMIT.
WHEREAS, Centre Development has submitted a request for an above-ground
Encroachment Permit for the purpose of installing a wall and planter boxes
within the Palomar Airport Road right-of-way; and
WHEREAS, the City Engineer has determined the encroachment will not
adversely affect the movement of pedestrian or vehicular traffic along
Palomar Airport Road;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Carlsbad, California, as follows:
1. That the above recitations are true and correct.
2. That the Encroachment Permit, dated June 2, 1987, authorizing
Centre Development to install and maintain a wall and planter boxes in the
Palomar Airport Road right-of-way, which is on file with the City Clerk and
is incorporated by this reference, is approved.
3. That the City Manager is authorized to sign the Encroachment Permit
on behalf of the City and the City Clerk is authorized to cause the original
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
Encroachment Permit to be recorded in the Office of the County Recorder of
San Diego County, State of California.
PASSED, APPROVED AND ADOPTED at a regular meeting of the Carlsbad
City Council held on the 9 day of June , 1987 by the following
vote, to wit:
AYES: Council Members Lewis, Kulchin, Mamaux, Pettine, Larson
NOES: None
ABSENT: None
CLAUDE A. LEWIS, Mayor
ATTEST:
ALETHA L. RAUTENKRANZ, City Clerk
7
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