HomeMy WebLinkAbout2739 STATE ST; ; 70-1031; PermitBUILDING PERMIT APPLICATION
1
City of CARLSBAD, CALIFORNIA HCT 23-70 ?*?
Applicant to complete numbered spaces only.
JOB ADDR ESS
ATTACHED SHEET)
MAI L ADDRESS
CONTRACTOR MAIL ADDRESS ICENSE NO.-R DESICNE
f
MAIL ADDRESS LICENSE NO.
MAIL ADDRESS LICENSE NO.
MAIL ADDRESS
OKfBUl LDING _
// C-
8 Class of work:D ADDITION D ALTERATION D REPAIR D MOVE D REMOVE
9 Describe work:
10 Change of use from
Change of use to
11 Valuation of work: $PLAN CHECK FEE PERMIT FEE,
SPECIAL CONDITIONS:Occupancy
Group
No. of
Stories
Division
Max.
Occ. Load
Fire
Zone
Use
Zone
Fire Sprinklers
Required Qves
No. of
Dwelling Units
OFFSTREET PARKING SPACES:
Covered -11"7 Uncovered
NOTICE
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB-
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED,
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CON.STPUCTION OR^FHE. PERFORMANCE OF CONSTRUCTION.
Special Approvals
ZONING
HEALTH DEPT.
FIRE DEPT.
SOIL REPORT
OTHER (Specify)
Required Received Not Required
RACTON OR AUTHORIZED AGENT
SIGNATURE OF OWNER (\F OWNER BUILDER)
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH
Form 100.1 9-69
INSPECTOR
REOROER FROM: INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS • 50
PLUMBING PERMIT APPLICATION
2
City of CARLSBAD, CALIFORNIA
Applicant to complete numbered spaces only.NflV-9-70 386**+**
JOB ADDR ESS
U
,LESAL
DESCR.
ATTACHED SHEET)
«A1L ADDRESS
Mrffl. jfcDRESS
7X^2.3
LICENSE NO.
ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO.
>ENGINEER MAIL ADDRESS LICENSE NO.
MAIL ADDRESS
USE OF BUILDING //
7 Hh
8 Class of work: C2-NEW O ADDITION D ALTERATION D REPAIRP
9 Describe work:
PERMIT FEES
No.Type of Fixture or Item Fee
SPECIAL CONDITIONS:WATER CLOSET (TOILET)
Va/V BATHTUB
LAVATORY (WASH BASIN)
SHOWER
KITCHEN SINK & DISP.
DISHWASHER
APPLICATION ACCEPTED BY:PLANS CHECKED BY APf_ROVEO FOR ISSUANCE BY LAUNDRY TRAY
CLOTHES WASHER
WATER HEATER
v NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
OR THE PERFORMANCE OF CONSTRUCTION.
URINAL
DRINKING FOUNTAIN
FLOOR—SINK OR DRAIN
SLOP SINK
GAS SYSTEMS: NO. OUTLETS
WATER PIPING & TREATING EQUIP.
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
SEWER
CESSPOOL
SEPTIC TANK & PIT
SIGNATURE OP CONTRACTOR OH AUTHORIZED AGENT
PERMIT
SIGNATURE OF OWNER (IF OWNER BUILDER)TOTAL FEE
WH&fiLPROPERLY VALIDATED UN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION M.O.CASH PERMIT VALIDATION CK.M.O.CASH
Form 1OQ.2 9-69
INSPECTOR
REORDER FROM: INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS • BO .IPORN1A 91101
MECHANICAL PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA FW-I»-?I 5
Applicant to cdmpffiiTnumbered spaces only.
290****
JOB ADOR I
SaATTACHED SHEET)
MAIL ADDRESS
MAIL ADDRESS LICENSE^O.
TU ftLICENSE fks.ARCHITECT OR DESIGNER MAIL ADDRESS
^QMAIL ADDRESS LICENSE NO.
MAIL ADDRESS
USE or BUILDING
8 Class of work: D NEW D ADDITION D ALTERATION D REPAIR
9 Describe work:
TvpeofFuel: Oil D Nat. Gas D LPG. D
PERMIT FEES
SPECIAL CONDITIONS:No.Type of Equipment Fee
Air Cond. Units-H.P. Ea.
Refrigeration Units~H.P- Ea.
Boilers-H.P. Ea.
Gas Fired A-C. Units-Tonnage Ea.
Forced Air Systems— B.T.U.M Ea. /
PN ACCEPTED BY:PLANS CHECKED BY APPftOVED FOR ISSUANCE BY Gravity Systems-B.T.U.MEa.
Floor Furnaces—B.T.U.M
Wall Heaters-B-T.U.M
NOTICE
THIS PERMIT BECOMES NULL AND VOID (F WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
Unit Heaters-B.T.U.M
Evaporative Coolers
Clothes Dryers
Ventilation Fan
Range Hood
Air Handling Unit—C.F.M.
Incinerator
SISNATURE OF CONTRACTOR OH AUTHORIZED AGENT
PERMIT
_9l6tj_4T_Une OF OWNEH_JIF_OWHEH BUlLDE^l TOTAL FEE
WHEN PROPERLY VALIDATED IIN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK.M.O.CASH
INSPECTOR
rp- OF BUILDING OFFICIALS • SO -IFORN1A 91 101
3ELECTRICAL PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA (mv-9-7o S4r M«3**
Applicant to complete numbered spaces only.
JOB ADDRESS x-"-"» /^
£^*i ""~~y *~y /*"" ""5 C / / C*"""' f
—/ S ^ ^f \ **J"v-fc *f~43f \ "vr*tZ^*- / - J / _J f Cf f " ^J i *
LOT NO. 1 BLK TRACTi LtaAL -_ O » / / /
1 DESCH. ^J JT^t, ^ t*J /** -/e^
. — -
'
OWNER j ,• WAIL ADDRESS IIP PHONE
CONTRACTOR tf I MAIL ADDRESS PHONE LICENSE NO.
ARCHITECT OR DESIGNER MAIL ADDRESS PHONE L CENSE NO.
Jl __
ENGINEER MAIL ADDRESS
LENDER MAIL ADDRESS
6
PHONE L CENSE NO. .'
\
BRANCH >
USE OF BUILDINO^__^ •
7 / ~yf//ff>^^ f't -. ,, ^r' jf
8 Classofwork: jfrflfw DAODmON DALTERATION DREPAIR
9 Describe work:
SPECIAL CONDITIONS:
^t
APPLICATION ACCEPTED BY: PLANS CHECKED BY APP^CmfD fOff ISlfu^NCE BY.
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
-y
SIGNATURE OF JBlfTRACTO* OR AUTHORIZED A5ENT (DATE)
SIGNATURE OF OWNER [IF OWNER BUILDER) (DATE)
oSzPIk*»
b
\
Vfeoj-\
k
oa
~%nu01
Nl
U)^0
£
PERMIT FEES
TotalRECEPTACLE nmi-t.:
LIGHT
LIGHTING
FIXTURES
Total
Fixtures
RANGES CLO. DRYER WTR. HTR.
GARBAGE DISP. STA. COOK TOP
DISH. WASH.
SPACE HTR.
CLOTHES WASH.
STA. APPL. to H.P. MAX.
MOTORS:H.P.
SIGNS NO. TRANS.
NO. LAMPS
TEMP. POWER DPOLE DUNDGO.
SERVICE
D NEW
D CHANGE
0-200A
201-400A
401-600A
OVER 600A
PERMIT ISSUING FEE
TOTAL FEE
No.Each
$
Fee
2
3V
* ^/^
n?C
&-
*TC
.50
^)
U
WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH
INSPECTOR
rnfjPERENCE OF BUILDING OFFICIALS • 00 SO. LOs ROBLES • PASADENA, CALIFORNIA 91101
JUN101970
CITY OF CARLSBAD
60
E WRITER!S ALLOWED.USE BALL POINT PEN OR TVPPRESS FIRMLY. NO ERASURETO APPLICANTS!»1
INSTRUC1/
" , , „, «....« H.^.L».j3uiiHuitf rtaparfrwpt " f
"*M ' •* IPRE55NT ZONE TYPE
FOR APPLICANT TO FILL IN 1 - „ ' ' " "" rlt — f. — -
SITE ADDRESS
LEGAL DESCRIPTION MAP NO. .
SUBDIVISION NAME
OWNER PHONE
OWNER'S ADDRESS
PLANS BY CIVIL ENGINEER R.C.E.
j) >o xi/ VZ/^TJ^ *jj&
< S~&*/ £)/*£ A i. f*0A /Je &3/-9')6d
REMARKS (IDENTIFY SPECIAL USE PERMIT OR OTHER SPECIAL
ZONING REQUIREMENTS AFFECTING THIS WORK.)
SURETY BOND BOND NO.
SURETY COMPANY
SURETY^ADDRESS
DATE FILED REC'D BY ,
SOIL ENGINEER ^ R.C.E. PHONE | CASH DEPOSIT REC'D BY 'DATE FILED
L^lffl8Qk/&£(ft £,4*1/0*- 9 fjr £&£•£.& \ *
GRADING CONTRACTOR ' STATE LICENSE PHONE
A DOR ESS fi At AJ n / .*>Vi ,* \ "fif ij f^ CHECK 1 F3.4*79 "VOVJTiejS -J^ SUPERVISED F""^
ENGINEER RESPONSIBLE FOR OVERALL SUPERVISION R.C.E.
PROPOSED USE OF GRADED SITE i
THE FOLLOWING DOCUMENTS ARE REQUIRED AND SHALL BECOME APART OF THE GRADING PERMIT WHEN THEY ARE APPROVED. THEIRSUBMISSION IS WAIVED 1? THE ITEM IS CHECKED.
•^—"GRADING PLANS VICINITY MAP
_^T~5OIL REPORT RETAINING WALLS
. COMPACTION REPORT
SPECIFICATIONS BOTHER
NUMBER OF CU3IC YAR3S "1
ON IMPORTED TOTAL ESPECIAL CONDITIONS WHICH AR E MADE A PART OF THISPER.V.iT
CUT SITE FILL FILL WASTE CUT k FILL?]
" - A 0 ff ^} £/ " fl ^r >yy if ^— ^1 / f* tl y^^JL^ *V-X ^»
COMPACTED FILLS 1
YES * NO
PROPOSED SCHEDULE OF START FINISH ;
OPERATIONS (DATES* y J. Q /t)Q ' *?// /'?'& \
\ HERE3Y ACKNOWLEDGE THAT 1 HAVE READ THE APPLICATIONAND STATS THAT THE INFORMATION IjHAVE PROVIDES IS COSSSCTAND' AGRSE TO COMPLY WITH ALL CtCUTI1 ORDINANCES AND STATE
LAWS REGULATING EXCAVATING AND GRADING, AND THE PROVISIONS,
AND CONDITIONS Or ANY PERMIT ISSUED PURSUANT TO THIS APPLI-CATION. *j
«^» Q* ,'uTH^en 40^T ^^
DEPOSIT FOR STRUCTURE INSP. ESTIMATED COST C-~ WORK
$ ' S
PLAN CHSCK FEE ' GRADING P=SMIT F£2
^^ ^o^^T^ [A. ^ xo^a««i
rSrvt^ '^l^^. r
A
INSPECTION DATE INSPECTOR'S SIGNATURE
Ground prapsfsKon
ReujS grading
Com?«f;M f**s« r»='d.
Pla.iri^j 3. V3l.i33«
Finil «rriri-3r;onf*SM. !
WwVecPpfafa':
SyraV/ S.-i.id rsleasss !i i
PLAN CHSC!
ARPI
CK THIS FOS.1-1. n'H3X ?r.OP5.r;LY VALIDATED BY SIGNATURE
CA°EH IS A PERftiJT TO DO THE V/ORK DESCRIBED.
PERMIT ^0.
j" ."f-.j* ff. r~ f •• '"* * f '"- IC/fr C-F £**'AV-£.v^
A
, _F iiBllii TUTU -i
DON NASLAND
ENGINEERING & SURVEYS
LAND PLANNING
2fOO UNIVERSITY AVENUE,-SAN DIEGO
/"'*/-0'
plv a
" iiiiiiirifNiginnnrirT r Tiiiiiiiiimiri . •-" " •^••~,i&^
A/OT£S
I. ML WORk 70 8£ DOME M ACCORDANCE W/TU CITY
G&ADWG O#D/A/AMC£.
2. ALL G&AD/l/G SHALL 8£ DONE UNDER TM£ DWECTIOM OF THE
SOILS ENG/N££& AM0 /// COMFOt?MAMCE W/TH SO/L5 #£PQ8T.
3. COMTOU& /HTE&VAL - AS
L EGSND
EX/STM6 COMTOU&S ._ \ 36
PROPOSED COMTOL/&S 39
cur SLOPE z:t
FILL store /fry __ ___ ____ __
£AST CO/?M£# STATE AMD BEECH
£L£VAT/OM - 56.7/7
SITS
2739 STATES ST#££T, CA&LS&A0 CAL/FO&M/A
EARTHWORK:
- 8 C.Y. »1
C.Y. •
WOODWARD-CLYDE & ASSOCIATES
CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS
3467 Kurtz S*r«i July 9, 1970
san oufo Proiect No 69-116California 92110 -rrUjet,L HU . O3 1 I O
(714) 224-2911
San Diego Trust and Savings Bank
P.O. Box 1871 (Trust Department)
San Diego, California 92112
Attention: Mr. Jack Kelley <•*•-£
JUL 10 1970
HERCULES SITE
2739 STATE STREETCARLSBAD, CALIFORNIA
In accordance with your request, we have provided soil engineering
services in conjunction with the grading of the subject site. These
services included the following:
(1) Engineering observation of the grading operation.
(2) Taking field density tests in the fill placed and compacted on
the subject site.
(3) Observing the excavation, replacement and recompaction of the
existing fill and loose topsoil within the site.
(4) Observing the placement of nonexpansive soil in the top 2 feet
of rough lot grade.
Site preparation, compaction and testing were done between June 12
and July 3, 1970 in accordance with the "Specifications for Controlled
Fill" in our report entitled, "Soil Investigation for the Proposed
Hercules Site, Carlsbad, California," dated February TO, 1969.
As the site grading progressed, the compaction procedures were ob-
served and field density tests were made to determine the relative
compaction of the fill in place. Field observations and field den-
sity test results indicate that the fill has been compacted to 90
percent or more of maximum laboratory density. The approximate
locations of field density tests and the limits of compacted fill
are shown on the attached Figure 1. The results of field density
tests and of relative compaction, expresssed as a percent of maximum
San Diego Trust & Savings Bank
Project No. 69-116
Page 2
laboratory density, are given on the attached forms.
Laboratory tests to determine moisture-density relationships, maximum
dry density, optimum moisture content, grain size distribution, plas-
ticity characteristics and strength and swell characteristics were
performed on representative samples of the material used for fill.
The results of laboratory tests are given on the attached forms.
Laboratory tests indicate that nonexpansive fill was placed within 2
feet of rough grade.
It is our opinion that most structures which may be built on the sub-
ject site can be adequately supported on conventional spread or con-
tinuous footings. All footings should bear on firm undisturbed forma-
tibnal material or properly compacted nonexpansive fill and should
extend a minimum depth of 12 inches below the lowest adjacent finish
grade. For preliminary design it is suggested that footings be de-
signed for a soil bearing pressure of 3000 psf (dead plus live load).
Higher bearing values may be realized on the underlying natural soils,
if required. Additional studies should be made after the type and
location of buildings are determined in order to provide the most
suitable foundation design.
The elevations of compaction tests shown as finished grade (F6) tests
correspond to the elevations shown on the grading plans for Lot No. 2
of the Seaside Lands Map 1722 dated May 18, 1970 prepared by Don
Nasland Engineering and Surveys, San Diego, California.
This report covers the fill placed under our observation during the
dates specified above. Additional fill placed after these dates, as
well as the backfill in utility trenches located within 5 feet of a
building and greater than 12 inches deep* or any trench 5 feet or
more from a building and in excess of 5 feet in depth, should be com-
pacted under the observation of this office and tested to assure com-
pliance with the earthwork specifications of the project. This
office should be contacted at least 24 hours prior to backfilling
operations. Utility service trenches within 5 feet of a building
that are perpendicular to the building footings and are less than 12
inches wide and less than 3 feet deep are not subject to this recom-
mendation.
Structures that will not tolerate differential settlements (such as
foundations, swimming pools, concrete decks, walls, etc.) should not
be located within 5 feet of the top of a slope. Footings located
closer than 5 feet from the top of a slope should be extended in
depth until the outer bottom edge of the footing is 5 feet horizon-
tally from the outside face of the slope. It should also be noted
that due to an existing fence line, fill slopes were not rolled and
the near surface soils on the slopes may be in a relatively loose
condition.
WOOD WARD-CLYDE & ASSOCIATES
CoumfHnc Sott «wt Foundmtio* Enginem Md C*ofocbtt
, ,1,
San Diego Trust & Savings Bank
Project No. 69-116
Page 3
The inspections and tests of compaction made during the period of our
services on the subject site were in accordance with the local accep-
table standards for this period. The conclusions or opinions drawn
from the tests and site inspections apply only to our work with re-
spect to grading and represent conditions at the date of our final
inspection.
We will accept no responsibility for any subsequent changes made to
the site by others or by uncontrolled action of water or by failure
of others to properly repair damages.caused by uncontrolled action
of water.
Louis J. Lee^K.E. 14W
EHP/JLH/LJL/jm
Attachments
(5) San Diego Trust & Savings Bank
(1) Carlsbad City Engineer
(1) Carlsbad Building Inspection Dept.
WOODWARD-CLYDE ft ASSOCIATES
Coiuttftfiic S0il«wf FMMMbffcm Emftmeen mud Cedotittt
COMPACTION TEST RESULTS
*
jo. NAME HERCULES SITE, CARLSBAD
JOB NUMBER 69-116
DATMCOVEHED June 25 through July 3, 1970
DATE REPORTED 7-9-70
PAGE 1 OF 1
tUT
NUMBER
JUNE 25
JUNE 26
JUNE 29
JUNE 30
JULY 1
JULY 3
3
4
5
6
7
S
9
10
11
12
13
14
•KTMTor
MOIBTUM FIELD LABOHATOHV RELATIVE
ELEVATION CONTENT DENSITY OCMMITT COMPACTION
OF TEST * DRT WT. KF KT % OF LA». OCNC.
SEE FIGURE 1
12
32.0' 12.3 119.2 127.0 94.0
34.0' 9.3 115.5 127.0 91.0
FG
FG
FG
FG
FG
36.0'
36.0'
37.0'
37.0'
37.0'
37.0'
37.0'
38. 01
38.0'
38. 51
38. 51
38.5'
11.1
11.1
9.9
8.7
10.5
12.3
8.1
12.3
11.1
11.1
9.9
8.7
114.2
115.5
113.8
106.8
109.5
113.5
105.5
113.0
106.5
102.2
112.0
106.5
127.0
127.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
90.0
91.0
97.2
91.1
93.6
97.2
90.4
96.5
91.3
87.5
95.5
91.0
WOODWARD-CLYDE & ASSOCIATES
C<mt*tti*g Soil and Foundation Engineer* and Gcotagut*
BMMMM
IHO
130
120
no
100
90
«°
DIRECT SHEAR TEST DATA
Dry Density, pcf
Initial Water Content, %
Final Water Content. %
Apparent Cohesion, p&f
Apparent Friction Angle. °
1-
o.
I
f-
i
2^
f
\\
1
— •
y <
\
V
\
/
f
/
1 2
114.3 104. f
9.4 10.!
15.0 18.
620 240
25 30
?
MECHANICAL ANALYSIS
3 * *IO MO 200
An
oa:
§60
5 40
K
t 1 1
"^0
>
vt:
W- lTY
2--\N
\ V
^_ __
ii ii
' ^ ^
"~~-
1000 100 10 1.0 O.I 0.01 0.001
GRAIN SIZE IN MILLIMETERSy\
0y\
^
,.-
V\n
\\v\\ >
-..
VA
\AS A
N A \~^rN
^
MAXIMUM DRY
DENSITY, pcf
OPTIMUM MOISTURE
CONTENT, %
J_
\A's>
N\
GRAVEL
c | T SAND «||T: m f f SILT& CLAY
PLASTICITY CHARACTERISTICS
Liquid Limit, %
Plasticity Index, %
Classification by Unified Soil
Classification Systeai
NP = Non
"\
\ Xv r\^ \v
\ \vvCV
^S:\^
1 2
28
12 NP
SM SM
Plastic
SWELL TEST DATA
Initial Dry Density, pcf
Initial Water Content, %
Load.psf
Percent Swell
2.70
^~--2'6
X^ 2Pfc""^
1 2 \
127.0 117. C sjr.— ^
9.0 10. E V
MOISTURE CONTENT, %
•>
0
.50
iss
v
. v
3 10 20 30
LABORATORY COW ACT ION TEST
LABORATORY COMPACTION
TFST yrnwft- ASTf4 D1557-64T
SPECIFIC GRAVITY
1 2
116.1 -
9.4 -
160
2.4 -
.
7ZERO AIR VOIDS CURVES
fcv
s\
\ rO
40
FILL SUITABILITY TESTS
HERCULES SITE, CARLSBAD
WOODWARD • CLYDE & ASSOCIATES
CONSULTING SOIL ENGINEERS AND GEOLOGISTSSAN Ot EGO, CALIFORNIA
I
<
IR. BY:
IK'D BY:
ALS SCALE: .. PRW. N0:6q_l]6
pit DATE: 7-9-70 Paqe 1 of 1
STATE
\V
^-Existing
Building^
I "'" "' '"I a_ ~fC riir- r^-=-~\Tl!H|i .••-.-•
fi
r
X til\
.
:
"l
1 ' -
• I« i •
1 • A1 W
1
1
1
1*3
1
^
1
-J •»
Property Line — ».
Tt
1 *2
-^
.^^ n--
LEGEND:
• Indicates approximate location
of test.
1 ' Indicates approximate Units
i J of tested fill.
STREET
t •=. tat =r- j»— ..-
* II
. 1
~~"T X~
x^\K
—"1
«. =r ^=r -=^_z-LJI-^^tjri
n•iH. • • - . ii• 10 J%H.Illii
7« 1
S
l|
ll
¥
1
'i
ji(5 * H
i
iii'*• Q i*CH•3 iti
FIELD DENSITY TEST LOCATIONS
HERCULES SITE
UOOOUARO* CLYDE & ASSOCIATES
CONSULTING SOIL EMQINEERS AND GEOLOGISTS
fAlDICOO. CALIFORNIA
OR. BVS ALS
CK'D W| fi^
SCALE! 1 "=20* f
P^TE: 7-9-70
'ROJ. NO: 69-116
•IGURE NO: t
WOODWARD-CLYDE & ASSOCIATES
CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS
3467 Kurtz Sir** AUQUSt 7, 1970
c.r^.,0 Project NO. 69-116
(714) 224*2911
City of Carlsbad
Building Inspection Department D I? /^ IT1 -----." rv
1200 Elm tVJLLitii. . J!j
Carlsbad, California 92008
Attention: Mr. Richard Osborne AUG 1 3 3
CITY OF CARLSBADBuilding Department
HERCULES SITE
2739 STATE STREET
CARLSBAD, CALIFORNIA
Attached is one (1) copy of the report of observation of fill
construction and results of field density tests for the subject
project dated July 9, 1970.
Louis J. Lee, K/E. 14129
LJL/jsk
1 cc
WOODWARD-CLYDE & ASSOCIATES
CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS
July 9, 1970
3467 Kurtz Strwt n • 1 ti *-« i i rsanoufo Project No. 69-116
California 92110
(714) 224-2911
San Diego Trust and Savings Bank
P.O. Box 1871 (Trust Department)
San Diego, California 92112
Attention: Mr. Jack Kelley
HERCULES SITE
2739 STATE STREET
CARLSBAD, CALIFORNIA
In accordance with your request, we have provided soil engineering
services in conjunction with the grading of the subject site. These
services included the following:
(1) Engineering observation of the grading operation.
(2) Taking field density tests in the fill placed and compacted on
the subject site.
(3) Observing the excavation, replacement and recompaction of the
existing fill and loose topsoil within the site.
(4) Observing the placement of nonexpansive soil in the top 2 feet
of rough lot grade.
Site preparation, compaction and testing were done between June 12
and July 3, 1970 in accordance with the "Specifications for Controlled
Fill" in our report entitled, "Soil Investigation for the Proposed.
Hercules Site, Carlsbad, California," dated February 10, 1969.
As the site grading progressed, the compaction procedures were ob-
served and field density tests were made to determine the relative
compaction of the fill in place. Field observations and field den-
sity test results indicate that the fill has been compacted to 90
percent or more of maximum laboratory density. The approximate
locations of field density tests and the limits of compacted fill
are shown on the attached Figure 1. The results of field density
tests and of relative compaction, expresssed as a percent of maximum
San Diego Trust & Savings Bank
Project No. 69-116
Page 2
laboratory density, are given on the attached forms.
Laboratory tests to determine moisture-density relationships, maximum
dry density, optimum moisture content, grain size distribution, plas-
ticity characteristics and strength and swell characteristics were
performed on representative samples of the material used for fill.
The results of laboratory tests are given on the attached forms.
Laboratory tests indicate that nonexpansive fill was placed within 2
feet of rough grade.
It is our opinion that most structures which may be built on the sub-
ject site can be adequately supported on conventional spread or con-
tinuous footings. All footings should bear on firm undisturbed forma-
tional material or properly compacted nonexpansive fill and should
extend a minimum depth of 12 inches below the lowest adjacent finish
grade. For preliminary design it is suggested that footings be de-
signed for a soil bearing pressure of 3000 psf (dead plus live load).
Higher bearing values may be realized on the underlying natural soils,
if required. Additional studies should be made after the type and
location of buildings are determined in order to provide the most
suitable foundation design.
The elevations of compaction tests shown as finished grade (FG) tests
'correspond to the elevations shown on the grading plans for Lot No. 2
of the Seaside Lands Map 1722 dated May 18, 1970 prepared by Don
Nasland Engineering and Surveys, San Diego, California.
This report covers the fill placed under our observation during the
dates specified above. Additional fill placed after these dates, as
well as the backfill in utility trenches located within 5 feet of a
building and greater than 12 inches deep, or any trench 5 feet or
more from a building and in excess of 5 feet in depth, should be com-
pacted under the observation of this office and tested to assure com-
pliance with the earthwork specifications of the project. This
office should be contacted at least 24 hours prior to backfilling
operations. Utility service trenches within 5 feet of a building
that are perpendicular to the building footings and are less than 12
inches wide and less than 3 feet deep are not subject to this recom-
mendation. '
Structures that will not tolerate differential settlements (such as
foundations, swimming pools, concrete decks, walls, etc.) should not
be located within 5 feet of the top of a slope. Footings located
closer than 5 feet from the top of a slope should be extended in
depth until the outer bottom edge of the footing is 5 feet horizon-
tally from the outside face of the slope. It should also be noted
that due to an existing fence line, fill slopes were not rolled and
the near surface soils on the slopes may be in a relatively loose
condition.
WOODWARD-CLYDE & ASSOCIATES
Committing Soil and Foundation Kngiuem *nd C*oto*utt
San Diego Trust & Savings Bank
Project No. 69-116
Page 3
The inspections and tests of compaction made during the period of our
services on the subject site were in accordance with the local accep-
table standards for this period. The conclusions or opinions drawn
from the tests and site inspections apply only to ourWork with re-
spect to grading and represent conditions at the date of our final
inspection.
We will accept no responsibility for any subsequent changes made to
the site by others or by uncontrolled action of water or by failure
of others to properly repair damages-caused by uncontrolled action
of water.
EHP/JLH/LOL/jm
Attachments
(5) San Diego Trust & Savings Bank
(1) Carlsbad City Engineer
(1) Carlsbad Building Inspection Dept.
WOODWARD-CLYDE & ASSOCIATES
CoAMff/ng Soil «ud Foundation Engineer* and Geologitlt
COMPACTION TEST RESULTS
jo. NA»« HERCULES SITE, CARLSBAD
Jos NUMBER 69-116
DATES COVERED June 25 through July 3, 1970
DATE REPORTED 7-9-70
PAGE 1 OF 1
DAT*Y*»T
MUM»M
HBTOTor CUtVATIONOF TEST CONTENT% DRY WT.
FIELD LABORATORY KCUYIVKDENSITY DENSITY COMPACTIONFCF F«F % OF LA*. DKMV,
JUNE 25
JUNE 26
JUNE 29
JUNE 30
JULY 1
JULY 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SEE FIGURE 1
12
FG
FG
FG
FG
FG
32.01
34.0'
36.0*
36.0'
37.0'
37'. O1
37.0'
37.0'
37.0'
38.01
38.0'
38.5'
38.51
38.5'
12.3
9.3
11.1
11.1
9.9
8.7
10.5
12.3
8.1
12.3
11.1
11.1
119.2
115.5
114.2
115.5
113.8
106.8
109.5
113.5
105.5
113.0
106,
102
9.9
8.7
112.0
106.5
127.0
127.0
127.0
127.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
117.0
94.0
91.0
90.0
91.0
97.
91,
93.
97.
90.
96,
91.
87.5
95.5
91.0
WOODWARD-CLYDE & ASSOCIATES
Contufrfnc Soil and Foundation Enitinetn and fcoloftiti*
DIRECT SHEAR TEST DATA
Dry Density, pcf
Initial Water Content. %
Final Water Content. %
Apparent Cohesion, psf
Apparent Friction Angle. °
1
114.3
9.4
15.0
620
25
2
104.6
10.9
18.1
240
30
100
60
60
UO
20
MECHANICAL ANALYSIS
3 | 4 10 MO 200
1 I
140
130
120
no
100
90
80
1
oo.
5
£
3
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MAXIMUM DRY
DENSITY, pcf
OPTIMUM MOISTURE
CONTENT, £
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fs
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1
127. C
9.0
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117. C
10.6
N
V V
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PLASTICITY CHAF
Liquid Limit, %
Plasticity Index
Classification
Classification
NP =Non Plasi
swaL TEST DAT
Initial Dry Den
Initial Water C
Load.psf
Percent Swell
^.fc
V^"rtrs
s
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MOISTURE CONTENT, %
70
.2.60
^2.50
V
11^s,^
s
SPEC
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s\
slsl
1000 100 10 1.0 O.I 0.01 0.001
GRAIN SIZE IN MILLIMETERS
COBBLES GRAVEL
c I *
SAND
<=] m f f SILT 4 CLAY
SPECIFIC GRAVITY
ZERO AIR VOIDS CURVES
10 20 30
LABORATORY OmCTION TEST
LABORATORY COMPACTION
TEST uFTHfin^ASTM mfi57-fi4T
FILL SUITABILITY TESTS
HERCULES SITE, CARLSBAD
WOOLXJARD • CLYDE & ASSOCIATES
CONSULTING SOIL ENGINEERS AND GEOLOGISTSSAN DIEGO. CALIFORNIA
DR. BY;
CK'D BY:
ALS SCALE:
DATE: 7-9-70
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idlest" approximate location FIELD DENSITY TEST LOCATIONS
. , ,^. / . . t. I+ HERCULES SITEi i Indicates approximate limits
WDOOCftRO* CLYDE & ASSOCIATES
COMSULTIKQ SOIL DiQIHEERJ AND GEOLOGISTS
?"1 D!Er^)f C4LIFORKU !
OS. BY: ALS 1 SCALE: 1 "=20' F
("('O PYi /^^ * hWt 7-Q-70 F
ROJ. NO: 69-116 i
1GURE ».0: 1 j
August 10, 1970
Dr. Henry C. Gregg D.V.M.
234 Melba Road
Bncinitas, California 92024
Dear Dr. Greggt
As per your request regarding the soils report on the property
located at 2739 State Street in the City of Carlsbad referred
to as Assessors Parcel 1203-070-02, a copy is on file in the
Building Department of the City of Carlsbad and is approved
for construction of a structure as recommended in said report.
This Soils Report was prepared by the firm of Woodard-Clyde
and Associates, 3467 Kurtz Street, San Diego 92110.
Very truly yours.
RICHARD 8. OBBDRK
Director, Building & Housing
RSO/lo