SFD (14989)77365 Loma Vista
14989
Ed We1senhe1Li er
Mailing
Address
City Zip Tel.
P.O. BOX 1504
78-495 CALLE TAMPICO—
LA QUINTA, CALIFORNIA 92253
Contractor
Stephan Jones
AV:r&. Drawer 4656
City
Palm Desert.,
Zip
A 92261
Tel.:
346-3366
State Lic.
City
& Classif. g 518714
Lic. # 2096
Arch.; Engr.,
Designer Ste nan Sones
Address
Tel.
249.00
S.M.I.
City
Zip
State
Driveway Enc.
00
Lic. #
--ZZ:: d•....,. -. r.FLICENSED CONTRACTOR'S DECLARATION
I hereby affirm that 1 arp,licensed under provisions of Cliapter 9 (commencing with Section
;77000) of Division 3 of the B`usin`ess and Professions Code,'and my license is in full force and
effect. Q.—. \, . \ ky ! k i -K I -.
OWNER -BUILDER DECLARATION
1 hereby affirm that 1 am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,Business and ,Professions Code: Any, city or county which requires a
permit to construct, atter, Improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to,
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or thathe is- exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit
subjects the applicant to a civil penalty or not more than five hundred dollars ($500). .
❑ I, as owner of the property, or my employees with wages as their sole compensation, will
do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or knproves thereon and who does such work himself or through his own employees,
provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner -builder will have the burden
of proving that he did not build or knprove for the purpose or sale.)
❑ I, as owner of the property, am exclusively contracting with licensed contractors to con•
struct the project. (Sec. 7044, Business and .Professions Code: The Contractor's License Law
does not apply to an, owner of property who builds or Improves thereon, and who contracts for
such projects with a contractor(s) jlcensed pursuant to the Contractor's License Law.)
❑ 1 am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
❑ Copy is filed with the city. ❑ Certified copy is hereby furnished.
'CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less.)
I certify that in the performance of the work for which this permit is issued, I shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions or the Labor Code, you must forthwith.,
comply with such provisions or this permit shall be deemed revoked. '
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND
SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION.TO THE COST OF COMPENSATION,
DAMAGES AS PROVIDED FOR IN SECTION 3708 OF THE LABOR CODE, INTEREST, AND
ATTORNEY'S FEES.
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives -of this city to enter the above-.
mentioned property for Inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
No. 14989
11LDING: TYPE CONST. VH OCC: GRP._
P. Number 631--810-001
gal Description Lot 30 Tract 25233
oject Description $FZi
S-R/R3
Sq. Ft. No. No. Dw.
Size 4639 Stories Units
New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑
Permit includes 61 high block garden
wall. Retaining_ walls. and pool permits
to be obtained separaiely.
Estimated Valuation $397t842.00
PERMIT
AMOUNT
Plan Chk. Dep. ' 250.00
Plan Chk. Bal.
1.135.15
Const.
1,682.50
Mech.
164.00
Electrical
313.63
Plumbing
249.00
S.M.I.
39.78
Grading
20 . 00
Driveway Enc.
00
Infrastructure
6,000.00
Arts in Public Places
744.61
TOTAL 10,600-67
10,350.67
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Pro.
Side Street Setback from C' Li
Side Setback from Prope me.
FINAL DATE INS ECTOR Q
Issued by: Date, /fPermt
Validated by: \Ix
Validation: /
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SO. FT. ® $
2ND FL. S0. FT.
POR. SO. FT. ®
GAR. SO. FT. ®
CAR P. SD. FT. ®'
WALL SO. FT.
SO. FT. ®
ESTIMATED CONSTRUCTION VALUATION $
UNITS
MOBILEHOME SVC.
POWER OUTLET
YARD SPKLR SYSTEM
BAR SINK
ROOF DRAINS
DRAINAGE PIPING
DRINKING FOUNTAIN
URINAL
WATER PIPING
NOTE: Not to be used as property tax valuation
BONDING
FLOOR DRAIN
MECHANICAL FEES
FORMS G !
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
GAS (ROUGH) /566
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
OTHER APP.IEGUIP.
LAUNDRY TRAY
AIR HANDLING UNIT CFM
TEMP. POLE
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SO. FT. ® c
BATH TUB
FRAMING / 2 9J
SO. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. FT. RESID ® 11/a c
SEWAGE DISPOSAL
`
SO.FT.GAR ® 3/ic
HOUSE SEWER
FIREPLACE
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK 2f
GROUND PLUM /1V-541
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS G !
SEWER R SE
ROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF, s/ b `
GAS (ROUGH) /566
METER LOOP
HEATING (FINAL)
OTHER APP.IEGUIP.
REINF. STEEL7
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM j
WATER SYSTEM
FINAL INSP. 3 /v
$
GRADING
cu. yd.
plus x$ -$
LUMBER GR.
- D
Lew
FRAMING / 2 9J
FINAL INSP. y 9/
ROOFINGtF% /
/C` e
'—
/61/20 /l!— A1fV MQ4j
IdleQ
,// ( J
Ae`>xo " "C/
104rl" /
% / /may r✓ " X
REMARKS:
VENTILATION
`
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATION/SOUND y'
FINISH GRADING
FINAL INSPECTION / /
CERT. OCC.
FENCE FINAL
INSPE OR'S SIGNATURESIINITIAL
GARDEN WALL FINAL
43' -
I'I�!:
II r' •il
Al
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Tito. of ka (autonta
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lltilbin anb _�Safet 3 t PStnn
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This Certificate issued pursuant to the re uirements:of Section 306 of the Uniform .Buildin
: ; !
Code certifying that at the time of issuance this structure was in compliance with.the various
ordinances, of the City regulating building construction or use. For. the following: '
BUILDING- ADDRESS 77-365 Loma Vista
Sin le Famil Dwellin 14989
Use Classification . ay Bldg. Permit No.
I
!I!
R-3 VN SR
Group Type. Construction Fire Zone. Use Zone-
Ali
;I I �I
t
Ed Weisenheimer: 77-365 Loma 'Vista
Owner of Building Address
t I I
City La : Quinta, -CA., 92253 Daniel . P. Crawford Jr.
j
June 13,-, 19 9 6
Building Official: '
POST IN A ooNereuovs rocs -
MAn'in'G
IM rim MM in MMMM
DESERT SANDS UNIFIED SCHOOL DISTRICT
82-879 Highway 111
NOTICE: Indio, CA 92201 '
Document Cannot Be Duplicated 619-775-3500
Date 4/14/95 Type of Permit La Quinta
No. 13412 Permit #
Log
Owner Name Ed Weisenheimer
No. 77365 Street Loma Vista
city La Quinta Zip 92253 Study Area 1109
APN # Tract # 125237 Lot # 30 Square Footage 1
Type of Development Single Family Residence No. of units 0 ,
Comments
At the present time, the Desert Sands Unified School District does not collect fees on
garages/carports, covered patios/walkways, residential additions under 500 square feet,
detached accessory structures or replacement mobilehomes. It has been determined
the above-named owner is exempt from paying school fees at this time due to the.
following reason:
Under Mitigation Agreement ,
This certifies that school facility fees imposed pursuant to Mitigation Agreement
in the amount of 628:00 x 1 or $ 628.00 have been paid to D.S.U.S.D. for
the property listed above and that building permits'and/or Certificates of Occupancy for
this square footage in this proposed project may now be issued.
Fees Paid By StephenJones/Res. Design & Con. Telephone' 346=3366
Name on the check
By Dolores A. Ballesteros '
Superintendent ,
Fee collected /exempted by Pauline Pearson
Signature P4 , .LP i A' . QPn 1QI51_V1_
Payment Receiveely
r
Checks" Nok$626-
Collector: Attach a copy of county or city plan check application form to d
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt
4
Ri:CORDING'REQUESTED BY
AND WREN RECORDED MAIL TO:
Weise nheimcr' Family Trust
76-920 Avenida Fernando
La Quinta, CA 92253
-810-0
GRANT DEED
THE UNDERSIGNED GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX 309.10 CITY TAX
Xcomputed on full value of property conveyed, or
computed on full value less value of liens or encumbrances remaining at time of sale, `
[ l unincorporated area; [ City of _, and
FOR A VALUABLE CONSIDERATION, Receipt of which is hereiby-atZowledged,
NBD Bank, N.A., Successor Trustee under the Revocable Living Trust Agreement of Glen W.
Fbrtinberry dated September 22, 1988, as amended
hereby GRANT(S) to E. J. Weisenheimer and Patricia Weisenheimer, Trustees of The Weisenheimer
Family Trust
the following described property in the City, of La Quinti, County of Riverside, State of California;
Lot 30 of Tract No. 25237, in the City of La Quinta, County of Riverside, State of California, as per
map recorded in book 228, pages 95 to 99 inclusive of maps, in the office of the County Recorder of
said County.
NBD Bank, N.A., Successor Trustee under
the Revocable Living Trust Agreement of
Glen W. Fortinberry dated September 22,
1988, as mended -
By : "0'." 9'cy
James C.Frame, Investment Officer
Date: November 10, 1994
STATE OF CffiMQilNk&A MICHIGAN )SS
COUNTY OF OAKLAND )
On November 22, 1994 before me, a Notary Public in and for said County,
personallyappearcd James C Frame, Investment Officer of NBD Bank, N.A.
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(k) whose name(X) is/= subscribed to the within
instrument and acknowledged to me that heh6br/jhcycxeculed the same in his/baxAbiA authorized capacity(ies) and that by his/X0t/ut01K signatures)
on the instrument the person K) or the entity upon behalf of which the person(E) acted, executed the instrument.
WITNESS -my hard and official seal. l
Signatue
Candace J. Morr on
Macomb Co. acting in Oakland Co., MI. This area for official notarial seal.
My Commission Expires: 2/25/96
Notary F% r: 2c, Mxtxnb Ce c MtV. K'
my Ccrf FfM. 2&
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No.: Space Above
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GRANT DEED
THE UNDERSIGNED GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX 309.10 CITY TAX
Xcomputed on full value of property conveyed, or
computed on full value less value of liens or encumbrances remaining at time of sale, `
[ l unincorporated area; [ City of _, and
FOR A VALUABLE CONSIDERATION, Receipt of which is hereiby-atZowledged,
NBD Bank, N.A., Successor Trustee under the Revocable Living Trust Agreement of Glen W.
Fbrtinberry dated September 22, 1988, as amended
hereby GRANT(S) to E. J. Weisenheimer and Patricia Weisenheimer, Trustees of The Weisenheimer
Family Trust
the following described property in the City, of La Quinti, County of Riverside, State of California;
Lot 30 of Tract No. 25237, in the City of La Quinta, County of Riverside, State of California, as per
map recorded in book 228, pages 95 to 99 inclusive of maps, in the office of the County Recorder of
said County.
NBD Bank, N.A., Successor Trustee under
the Revocable Living Trust Agreement of
Glen W. Fortinberry dated September 22,
1988, as mended -
By : "0'." 9'cy
James C.Frame, Investment Officer
Date: November 10, 1994
STATE OF CffiMQilNk&A MICHIGAN )SS
COUNTY OF OAKLAND )
On November 22, 1994 before me, a Notary Public in and for said County,
personallyappearcd James C Frame, Investment Officer of NBD Bank, N.A.
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(k) whose name(X) is/= subscribed to the within
instrument and acknowledged to me that heh6br/jhcycxeculed the same in his/baxAbiA authorized capacity(ies) and that by his/X0t/ut01K signatures)
on the instrument the person K) or the entity upon behalf of which the person(E) acted, executed the instrument.
WITNESS -my hard and official seal. l
Signatue
Candace J. Morr on
Macomb Co. acting in Oakland Co., MI. This area for official notarial seal.
My Commission Expires: 2/25/96
Notary F% r: 2c, Mxtxnb Ce c MtV. K'
my Ccrf FfM. 2&
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6,MPd)Onk(j45 --DS
GRANT DEED
THE UNDERSIGNED GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX 309.10 CITY TAX
Xcomputed on full value of property conveyed, or
computed on full value less value of liens or encumbrances remaining at time of sale, `
[ l unincorporated area; [ City of _, and
FOR A VALUABLE CONSIDERATION, Receipt of which is hereiby-atZowledged,
NBD Bank, N.A., Successor Trustee under the Revocable Living Trust Agreement of Glen W.
Fbrtinberry dated September 22, 1988, as amended
hereby GRANT(S) to E. J. Weisenheimer and Patricia Weisenheimer, Trustees of The Weisenheimer
Family Trust
the following described property in the City, of La Quinti, County of Riverside, State of California;
Lot 30 of Tract No. 25237, in the City of La Quinta, County of Riverside, State of California, as per
map recorded in book 228, pages 95 to 99 inclusive of maps, in the office of the County Recorder of
said County.
NBD Bank, N.A., Successor Trustee under
the Revocable Living Trust Agreement of
Glen W. Fortinberry dated September 22,
1988, as mended -
By : "0'." 9'cy
James C.Frame, Investment Officer
Date: November 10, 1994
STATE OF CffiMQilNk&A MICHIGAN )SS
COUNTY OF OAKLAND )
On November 22, 1994 before me, a Notary Public in and for said County,
personallyappearcd James C Frame, Investment Officer of NBD Bank, N.A.
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(k) whose name(X) is/= subscribed to the within
instrument and acknowledged to me that heh6br/jhcycxeculed the same in his/baxAbiA authorized capacity(ies) and that by his/X0t/ut01K signatures)
on the instrument the person K) or the entity upon behalf of which the person(E) acted, executed the instrument.
WITNESS -my hard and official seal. l
Signatue
Candace J. Morr on
Macomb Co. acting in Oakland Co., MI. This area for official notarial seal.
My Commission Expires: 2/25/96
Notary F% r: 2c, Mxtxnb Ce c MtV. K'
my Ccrf FfM. 2&
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STRUCTURAL AND ClV1L:ENGINEERING`.:
DENISE R:_POELTLER INC:.
." 73.661 Highway l l:1:*Sufe G:`• PgIih Desert Californ16.92260
14 Septei... "1995 r 1.
1. .
Mr` Mark Harold;:
,.,.
.
'. :CITY OF` LA,-QUINTA :. +.
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Building Department: `
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-78:=495: Ca'114 Ta_mpico>
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WEISENHEIMER.RESIDENCE ?
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. 3;-365- Loma U s --a -
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.;Enclave Mountain Estates
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...Dear Mr Harold:.
'. .,.,--:....':,
I have : irispect:ed th:e foundation
.,.-.
..
. and," framing `elements : of t 1.
project.. referenced :;ab"ove and found ;them:=.to ;be in:'sub.staat'ia1 ...`:
"; ..
.:.. .. ; p.prov:ed
,aorifo:rmance with .the a
:
building :drawings .
... ..:—I
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.. Respectfully submitted,
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Denise .R >?aeltler
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619 779
1 -0405
1
•:--' FAX.(b19) 779 131.7
Buena Engineers, Inc.
' AN EARTH SYSTEMS, INC COMPANY -
79-811B COUNTRY CLUB DRIVE BERMUDA DUNES, CALIFORNIA 92201 PHONE (619) 345-1588 FAX (619) 345-7315
January.21, 199167-2628-P3
L`
91-01-832
I ' Ohio. Cif izens.Invest ment Corporation
P.. O.- Box 780
La. Quinta, California 92253
l Project: Tract 25237
La Quinta, California
' Subject: Final Report of Testing and Observations
Performed During .Grading
Ref: Soil Engineering Report by Buena Engineers, Inc..
dated March 3, 1988; Report No. 88-03-725
Submitted herewith. is a report of testing and intermittant observations
performed during the rough grading on 1he above referenced project.
Grading operations were performed by J.H.T: Construction using conventional
heavy equipment. Testing was performed as per -authorization of Tom Hill.
Test results are presented on the attached test report sheet with their estimated
locations plotted on the accompanying. plan. Compaction tests were
performed in accordance with, ASTM D-2922-81 Method A or..B and ASTM D
3017-88 Nuclear Density Test Procedures.
Maximum Density -Optimum Moisture were determined in -the laboratory in
accordance.with ASTM D 1557-78, Method A or'C.
Test results are as follows:
Soil Description USCS Maximum Density -Optimum Moisture
Light brown sandy very
silty, clay CL 118.7 pcf 14.0%
Grey brown clayey very
silty sand SM .110.6 pcf 13.9.%
Brown silty fine sand SM 102.0 pcf 11.0%
Light brown slightly silty
Very fine to fine sand SM 108.9 pcf 13.0%
Grey brown very fine to
fine sand SP 107.6 pcf 14.1%
BERMUDA DUNES BEAUMONT BAKERSFIELD ., LANCASTER VENTURA
in1014A4_1RAR 171AlAA4_OAAA /A/141497_41rn /AA41OAA_7AAA /A7141RAA-8797
1 January 21, 1991 -2 B7 -2628-P3
91-01-832
DISCUSSION:
L 1.
The project 'is located on the ' north side of Avenida Fernando east of
Avenida Del Ray inthe City of La Quinta, California..
l 2.
Prior to. grading, the site consisted ' of an abandoned. date grove.
Previously removed soils from earlier phases :of grading were stockpiled
on the southern portion of the site.
3.
The proposed development will include wood framed single family
houses.
4.
The scope of our work was based on 'the referenced Soil. Engineering
Report, plans by J. F. Davidson Associates, Inc. and staking by J.H.T.
I ..
Construction.
5:..
The project area was cleared of vegetation and debris prior to the stmt of
grading operations.
6..
Areas where tree roots were encountered were excavated additionally
until the majority of roots were removed.
7.
Building areas were excavated to a depth of two '(2) feet below existing
grade. An additional twelve (12) inches. was scarified, moisture
conditioned and compacted.
8.
Other areas to receive' fill were. processed by scarification, moisture
conditioning and recompaction. .
9.
Fill materials consisting. of on site soils and import soils were placed in thin
layers and compacted into place:
10.
The final one and one-half (1 1/2) feet of soil placed on the building pad
areas consisted of non -expansive imported sand.
11.
Areas not achieving minimum density requirements were. reworked and
retested.
12.
A total of two hundred thirteen (213) compaction tests were performed.
13.
Test results indicate that a. minimum of ninety (90) percent of maximum
.
density has been. obtained in the. areas tested.
14.
The test.locations are approximate and were determined by pacing and.
sighting from prominent field features. In our work., we have relied on
topographic and survey information provided by others.
15..
Based upon full-time observations and testing during .the grading
operations, from August 21 through November 18, 1990 on this project, it is'.
our opinion that the intent of the recommendations of the referenced Soil
R I I P M A PMr_itiGFRc 1tin
r
L January 21, 1991 -3- B7 -2628-P3
91-01-832
Engineering Report as well as the ordinances of the City of La Quinta,
California have been met:
16. As used herein, the term "observation" implies only that we. observed the
progress of work we agreed to be involved with, and performed tests on
.: which together we based our opinion as to whether :the work. essentially
k. complies with the job requirements.
17: With any manufactured product there are statistical variations in its
uniformity and' in the accuracy. of tests used to measure. its quality. As.
compared with other manufactured products, field construction usually
presents large statistical variations in its uniformity .and accuracy of test
results used to rneasure its quality. Thus, even with very careful observation
and testing, it cannot be said that all parts of the product comply with the
job requirements and the degree of certainty is greater with full-time
observation than it is with intermittent observations and testing. Therefore,
our opinion, based on observing and testing the work means that there is
only a statistically based, reasonable certainty, that the work essentially
complies with the job requirements.
18. We make no warranty, express or implied, except that our services were
performed in. accordance with engineering -principles generally
accepted at this time and location.
19. It is recommended that Buena Engineers, Inc: be provided the
opportunity for a general review of any changes to the final design
and/or location of the proposed structures in order that earthwork and
foundation recommendations may be properly interpreted. If Buena
Engineers, .Inc. is not accorded the privilege of making this
recommended review, we can assume no responsibility for
misinterpretation of our recommendations. .
20. This report. is issued with the understanding that it is the responsibility of the
owner, or of his representative, to insure that the information and
recommendations contained herein are called to the attention of the
architect and engineers for the project and are in into the
plans and specifications for the project. It also the owners responsibility,
or his representative, to insure that the.necessary steps are taken to see
that the general contractor and all subcontractors carry out such
recommendations in the field. It is further understood that'the owner or his
representative is responsible for submittal of this report to the appropriate
governing agencies.
M r I r \1 A r AI !' 1 AI r r M 0 1 \1 n
.1. REPORT OF RELATIVE COMPACTIONS
:JOB NAME: .Tract 25237. JOB NO: B7=2628 -P3
LOCATION: La Quinta, California REPORT NO: 9.1-01-832 .
Test No.
.Date Tested
Description Elevation
%Moisture
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
Street
`1
08=21-90
' Per Plan Via Sierra 47.1
4.3
96.2
87*
110.6
2
08-21-90
Per Plan Loma Vista 48.7
2.0
81.7
74*.
110.6
3
08-21-90
Retest #1
14.9
101.8
92**
110.6
4
08-21-90
Retest #2
13:8
100.0
90**
110.6
5
08-21-90
Per Plan Loma Vista 49.2
13.9
105.2
95
110.6
6
08-21-90
Per Plan Loma Vista 50.6
15.9
99.7
90
110.6
7
08-2.1-90
Per Plan Loma Vista 51.0
17.0
102.3
92
110.6
8
08-21-90
Per Plan Loma Vista.. 46.5
14.3
101.2
9.1
110.6
9
08-21-90
Per Plan Loma Vista 48.0.
15.7
105.7
96.
110.6 -
Building Pads Lot
10
08-22=90
Per Plan 32 42.3
15.3:
101.7
92
*110.6
11
08-22-90
Per Plan 30 43.0
14.2
100.8
91
110.6
12*
08-22-90.
Per Plan 28 .46.5
17.8
104.0
94
110.6
13
08-22-90
Per Plan 7 48.6
1.6.6.
:109.1
92
118.7
14
08-22-90
Per Plan 11/12 48.4
13.7
107.8
91
118.7
15
08-22-90
Per Plan 18/19 49.0
15.5
99.8
90
110.6
16
08-22-90
Per'Plan .26 46.9
13.2
100.6
91
110.6
17
08=22-90
Per Plan 31 44.1
16.8
103.0
'93
110.6
18
08-22-90
Per. Plan . 29 46.3
14.7
101.6
92
110.6
19
08-22-90
Per Plan 31 44.8
14.3
102.2
92
11.0.6
20
08-23-90
Per Plan 20 47.0
13.1.
100.8
91
110.6
21
08-23-90
Per Plan 27 47.9
10:6
95.4
.86"
110.6
22
08-23-90
Retest #21
13.6
99.7
:90**
110.6
23
08-23-90
Per Plan 30 45.1
13.8
110.5
93
118.7
24
08-23-90
Per Plan 28 46.4
16.1
104.5
88*
118.7
25
08-23-90
Retest #24
13.9
108:3
91 **
118.7
26
08-23-90
Per Plan 30 46.3
14.1
103.7
94
118.7
27
08-24-90
Per Plan 21 48.1
9.3
108.2
91
118.7
28.
0.8-24-90
Per Plan 20 49.2
8.0
109.5
92
118.7
29
08-27-90
Per Plan 17 48.4
9.6 ,
104.2
94.
110.6
30
08-27-90
Per Plan 17 49.4
14.3'.
101.4
92
110.6
31
08-27-90
Per Plan . 16 48.6
13.9
100.8
91 ' .
110.6
32
08-27-90
Per Plan. 16 49:6
13..6
105.3
95
110.6
.33.
08-27-90
Per Plan 19 50.3
11.7
102.7
93
110.6
34.
08-27-90
Per Plan 19 50.9
8:6
104.8
95
110.6
DATE: January 21,'1991 BUENA .ENGINEERS, INC.
REPORT OF RELATIVE. COMPACTIONS
JOB NAME:' Tract 25.237 JOB NO: B7 -2628-P3
LOCATION.: La Quinta, California REPORT NO? 91-01-832
Test No.
Date Tested
Description Elevation
%Moisture
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
Building -Pads Lot .
35
08-27-90
Per Plan 18 49.4
14.3
103.9
94.
110.6
36
08-27-90
Per Plan 18 50.4
9.2.
100.2
91
110.6
.37
08-28-90 ..
Per. Plan 17 49.0
10.6
104.3
94
110.6
38
08-28-90
Per Plan 17 50.0.
12.3:
101.0
91
110.6
39
08-28-90
Per Plan 17 49:5:
8.8
108.0
.'98
110.6
40
08-28-90
Per Plan 17 51.0
10.4
1,04.5
95-
110.6
.41
08-28-90
Per Plan 16 50.0
12.7
.102.5
93
110.6
42
08-28-90
Per Plan 16 51.0
11.6
104.8.
95.
110.6
43
08-28-90
Per Plan 16 51.5
10.7
101.1
91
110.6
44
08-28-90
Per Plan 5' 48.5
7.8
100.3
91
110.6
45
08-28-90
Per Plan 5 49.5
8.0.
99.3
90
110.6
46
08-.28-90
Per. Plan 1 48.5
7.0
1012
93
110.6
47
08-28-90
Per Plan 1 49,5
8.1
101.2
92
110.6
48
08-28-90
Per Plan 4 49.0
11.1
104..0
94 ..
110.6
49
08-28-90
Per Plan 4 50.0
7.2
-.102.9
93.
110.6
50
08-29-90
Per Plan 3 48.5
13.1
103.5
94
110.6
51
08-29-90
Per Plan 3 49.5
12.2
1.02.9.
93
110.6
52..
08-29-90
Per Plan 2 47.5
10.6
100.8
91
110.6
53
08-29-90
Per Plan 2 . 48.5
11.7
100.2
91
110.6
54
.08-29-90
Per Plan 8 47.0
15.1.
1.08.4
98
110.6
55
08-29-90
Per Plan 9 48.5
8.6
99.6
90
110.6
56
08-29-90
Per Plan 33 47.0
14.6
104.4
94
110.8.
57
08-29-90
Per, Plan 33 48.0
11.6
108.4
98
110.6
58
08-29-90
Per Plan 35 47.0
8.9
100.6.
91
110.6
59
08-29-90.
Per Plan 35 48.0
10.0
103.9.
.94
110.6
60
08-30-90
Per Plan 9 49.5
13.1
112.8
95 .
118.7
61
08-30-90
Per Plan 9 50.5
10.8
109.5
92
118.7
62
08-30-90
Per Plan 8 49.5
15.1
117.7
99 .
1183
63
08-30-90
Per .Plan 8 50.5
11.8
112.5
.95
118.7
64
08-30-90
Per Plan 7 48.0
12.0 '
115.2
97
118.7
65
08-30-90
Per Plan 7 49.0
16.1
112.7
95
118.7
66
08-30-90
Per Plan 35 49.0
10.8
101.0
91
110.6.
.67
08-30-90
Per Plan 35 50.0
9.3_
105.5
95
110.6
68
08-30-90
Per Plan 33 49.0
15.6
104.7
95
110.6
69
08-30-90
Per Plan 37 48.0
9.9
115.3
97
118.7
70
08-30.-90
Per. Plan 37 49.5
. 12.4
108.4:
91
118.7
BATE: January 21, 19.91, BUENA. ENGINEERS, INC.
REPORT OF RELATIVE COMPACTIONS
LJOB NAME: Tract 25237JOB NO: B7 -2628-P3
LOCATION: La Quinta, California REPORT NO: 91-01-832
Test No.'
Date Tested
Description Elevation
%Moisture
Dry Density
Relative
Maximum
In Place.
In.Place
Compaction
Density
Building Pads Lot .
71
08-30-90
Per Plan .. 33 50.0
9.1
112.7
95
118.7-
72-.
08-30-90
Per Plan 33 51.0.
12.8
110:4
93
118:7
.73
08-30-90
Per Plan 6 48.0
8.8
113.5'
96
118.7
74
08-30-90
Per Plan 6 49.0
8.8
111.7
94.
118.7
.75
08-30-90
Per Plan 8 51.0
8.7
1.13.9
96
118.7
.76-
08-30-90
Per Plan 8 51.5.
10.4
109.0
92
118.7
77
08-31-90
Per Plan 33 , 51.0
9.4
109.3 .,
92
118.7
78
08-31-90
Per Plan. . ; .33. 51.5
8.8
106.8''
90
118.7
79
08-31-90
Per Plan 6 50.0
8.3.-108.0,
.3 .108.0
91
118.7
80
08-31-90
Per Plan 6 51.0.
8.4
108.3
91
118.7
81
08-31-90
Per Plan 36 46.0
10.2
109:1
92
118.7
82
08-31-90
Per Plan 36 47.0.
8.8
106.4
90
118.7
83 ;r
08-31-90
Per Plan 36 48.0
12.7
107.6
91
118.7.
84.
08-31-90
Per Plan 34 46.5
7.3
107.6
91
118.7
85
08-31-90
Per Plan 34 47.5
8.1
106.8
90
118.7
86
09-.04-90
Per Plan 29 47.0
12.2
106.3
90
118.7
87
09-04-90
Per Plan 29 .. 48.0
.7.7
106.8
90
118.7
88
09-04-90
Per Plan 32 45.0
9.3
111.4
94
118.7
89
09-04-90
Per Plan' 32 46.5
.11.8
114.5
97
118.7
90
09-04-90
Per Plan 32 47.5
12.1
111.2
94
11.8.7
91
09-04-90
Per Plan 34 48.5
10.8
106.7
.90 .
118.7
92,
09-04-90
Per Plan 34 50.0.
10.6
108.2.
91
118.7
93
09-04-90
Per Plan 27 34.0.
9.8
108.1
91
118.7
94
09-04-90
Per Plan 27. 49.5
12.1
106.2
90
118.7
95
09-04-90.
Per Plan. 30 47.5.
10.2
110.1
93
1.18.7
96
09-04=90
Per Plan 30 48.5
9.3
106.9
90
118.7
97
09-04-90
Per Plan 28" 47.5
7.9
109.5.
92
118.7
98
09-04-90
Per Plan 28 .49.0
8.9
109.5:
92.
118.7
99
09-04-90
Per Plan 31.. 46.5--
11.6...
107..7
91
118.7
100
09-04=90
Per Plan .31 48.0 :.
.10.5
107.8.
91
118.7
101
09-05-90
Per Plan .50 47.5.
12.1
107.7
91
118.7
102
09-05-90
Per Plan 50 48.5
10.2.
107.4.
`91
118.7
103.
09-05-90
Per Plan 52 48.0.,
12.3.
108.0'
91
118.7.
104
09-05-90
Per Plan 52 49.0
11.9
110.4
93.
118.7
REPORT OF RELATIVE COMPACTIONS
L JOB NAME: Tract 25237 JOB NO: B7 -2628-P3
LOCATION: La Quinta, California REPORT NO: 91-01-832
Test No.
Date Tested
Description Elevation
%Moisture
Dry Density
- Relative
Maximum
In Place
In Place
Compaction
Density
Building Pads Lot
105
09-06-90
Per Plan 53 47.0
10.3
108.8-
92
118.7
106.
09-06-90
Per Plan 54 47.5
12.8
108.9
92'.
118.7
107 _
09-06-90
Per Plan 52 47.0
10.0
109.9
93
118.7
108
09-06-90
Per. Plan . 52 48.,0
9.4
107.4
91
118.7
109
09-06-90
Per Plan 50 48.5
9.1
106.2
90
118.7
110
09-06-90
Per Plan 50 50.0
10.0
107.8
91 '
118.7
111..
09-06-90
Per Plan 51 48.5
10.4
108.9
92
118.7
.112
09-07-90
Per Plan 12 48.0
10.1
115.3-
97
118.7
113
09-07-90
Per Plan 12 49.5
12.2
117.2
99
118.7
114
09-07-90
Per Plan 10 46.0.
9.0
109.8
93
118.7
115
09-07-90
Per Plan 10 48.0
10.3
110.5.
93
118.7
116
09-07-90
Per Plan 11 46.5
12.0
114.8
97
118.7
117
09-07-90
Per Plan .11 48.5
7.3
.111:4
94
118.1
.118
09-07-90
Per Plan 13. 47.5
8.8
.,107.4
90
118.7
119
09-07-90
Per Plan 14 49.0
9.4
111.8
94
118.7
120
09-07-90
Per Plan . 15 48.0
9.8
116.0
98
118.7
121
09-07-90
Per Plan . 15 49.5
8.9
108.5
91
118.7
1.22
0.9-07-90
Per Plan 2 49.0
8.7
108.0
91
118`.7
123
09-07-90
Per Plan 2 49.5
10.6
113.8
96
118.7
124
09-07-90
Per Plan 3 50.5
9.9
111.9.
94
118.7.
125.
09-07-90
Per Plan 3 . 51.5
9.3
110.7
93
118.7
126
09-10-90
Per Plan 13 48.5
9.6
113.2
95
118.7
127
09-10-90
Per Plan 13 49.5
11.7
115.1
97
118.7
.128
09-10-90
Per Plan 14 50.0
8.8
115.5
97,
118.7
129
09-10-90
Per Plan 14 51.0
10.1
.114.2
96
1183
130
09-10-90
Per Plan 13 51.5
10.6
109.8
93
118.7
131
09-10-90
Per Plan 12 51.0
12.6
106.8
90
.118.7
132
09-10-90
Per Plan 11 49.5
8.5
113:9
96.
118.7
133
09-10-90
Per Plan 11 51.0
10.0
117.2
99
118.7:_
134
09-10-90
Per Plan 10 49.5
8.1
111.7
94
118.7
135
09-10-90
'Per Plan 10 51.0
8.8
111.1
94
118.7
136
09-11-90
Per Plan 7 51.0
'10.4
110.2
9-3
118.7
137
09-11-90
Per Plan 7 51.5
11.1
111.6
94
118.7
DATE: January 21, 1991 BUENA ENGINEERS, INC.
Test No.
Date Tested
Description Elevation .
%Moisture
Dry DensityRelative
Maximum
In Place
In Place
Compaction
Density
Building Pads Lot
138
09-12-90
Per .Plan 26. 49.0
11.9
110.4
9.3
118.7
139.
09-12-90
Per. Plan 25 48.5
10.0
109.1.
92 .
118.7
140
09-12-90.
Per Plan 24 49.0
12.2
111.7
94
118.7
141
09-12-90
Per. Plan 23 49.0
" 13.4
111.4
94
118.7
142.
09-12-90
Per Plan 22 50:0
11.5
109.6
92 ..
118.7
143
09-12-90
Per Plan 9 51.5
10.2
110.8
93
118.7
144.
09-18-90
Per Plan 42 51.0
11.5-
107.1.
9A
11'8.7
1.45.
09-18.=90
Per. Plan 43 51.0
:9.9.-
108.0
91
118.7
14.6
09-18790
Per Plan 40 51..5,
13.4
107.5
91
118.7
147
09-18-90 .
Per Plan 38 51.5
10.2
108.6
92
118.7
.148
09-18-90
Per Plan 47 47.5
11.2
.. 110.6.
93
118.7
149
09-18-90
Per. Plan 48 .48.5
9.3
111.0.
94
118.7
150
091-24-90
Per Plan 44 52.5
7.4
97.9
96
102.0
151
09-24-90
Per Plan. 44 .53.0..
7.8 ' .
98.0
96
102.0
152
09-24-90
Per Plan 45 53.0
8.3 .
99.0
97
102.0
153
097-24-90
Per Plan 46 .52:5
9.2
97.3
95
102.0
154
09-24-90
Per Plan 46 53.0
7.3
98.1
96
102.0
155
10-09-90
Per Plan 43 53.0
101.1
103.6.
95
108.9.
156
1.0-09-90
Per Plan 42 53.0
5.1
108.5.
100
108.9
157
10-09-90
Per Plan 40 53.5
1.4
104.9`
96
108.9
158
10-09=90
Per Plan .'. 38. 53.8
7.4
107.5
99
108.9
159
10-09-90
Per Plan 36 .53.8
6.6
106.9
98
108.9
.160
.10-09-90
Per Plan 34 515
7.1
107.3
.99 ,
108.9
161
10-11-90 .
Per Plan 25, 51.6
6.7
99.2 ..
91
108.9
162
10-11-90
Per Plan 26 51.6
8:4
102.6
94
108.9
163
10-11-90
Per Plan 27 51..6
7.8
106.0
97
108.9.
164
10-11-90
Per Plan 28 51.6
7.2
.104'.3
96
108.9
165'
10-11-90
Per Plan 29 51.8
8.9
105.4
9.7
108.9
166
10-11-90
Per Plan 30 52.2
:6.9
.105.9
97
108.9
.167' .
10-11-90
Per Plan 31 . 52.5
7.3
.106.9
98
.108.9
168
10-11-90
Per Plan 32 52:1
8.0
98.8
91
108.9
169
10-11-90
Per Plan 34 53.5
7:9
105.7
97
108.9
Test No..
Date Tested
Description Elevation
%Moisture
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
Building Pads Lot
..170.
10-25-90
Per Plan .. 52 50.5
7.5
105.4
98
107.6
171
10-25790
Per Plan:, 51 51.5
5.8
106:1
99
107.6
172
10-25-90
Per Plan 50 52.5
6.9
104.4
97
107.6-
1.73
10-29-90
Per Plan. 54 49.5
7.6
105.2
. 98
107.6
174
10-29-90
Per Plan 53 49.5.
9.1
106.9.
99
107.6
175.
10-29-90
Per Plan 49 53.5.
11.3
106.5
99
107:6
176
10-29-90
Per Plan 49 53.0
8.6
104.4 '
97
107.6
177
10-29-90
Per Plan 49 52:0.
9.2
110.1
'93
118.7
178
10-29-90
Per Plan 41 54.4.
10.2.
99.8
93.
107.6
179
10-29.90
Per:Plan 41 53.8
7.1
105.7.
98
107.6
180
10-29-90
Per Plan 39 54.4
..7.0
107.5
100
107.6
181
10-29-90
Per Plan 39 . 53.7
7.7
102.0
95
107.6
182.
10-29-90.
Per Plan' 37 54.4
7.5
102.9
96
107.6
183
10-29-90
Per Plan 35 54.0 •
9.5
101.3.
94
107.6
184
10-29-90
Per Plan 33 54.0
8.0
100.9
94
107.6
1.85
10-29-90
Per Plan 6 54.0
10.0
106.4
99
107.6
186
10-29-90
Per Plan 7 54.0
8.3
104.1
97
.107.6
187
10-29-90
Per Plan 8 54.0
8.5
105.3
98
107.6
188
10-29-90
Per Plan 9 54.0
8.2
106.3.
99
107.6
189
10-29-90
Per Plan 10 .54.-0.-
9.3
104.5
. 97
107.6
190
10-29-90
Per Plan 11 53.8
9.4
103.2
96
107.6
191
10-29-90
Per Plan 12 53.8
8.6
106.7
99
107.6
192
10-29-90
Per Plan 13 54.0
7.9
105.6
98
107.6
193.
10-29-90
Per Plan 14 53.8
9.2
97.0
90
107.6
194
10-29.-90
Per Plan 15 53.8
7.3
103.3
96
107.6
195
10-29-90
Per Plan 16 54.0
7.3
103.0
96
107:6
196
10-29-90.
Per .Plan 17 53.7
8.6
106.4
99
107.6
197
10-29-90
Per Plan 18 53.7
9.2
104.2..
97
107.6.
198
10-29=90.
Per Plan 2 52.0
9.0
103.4
96
107.6
199
10-29-90
Per Plan 1 51.5
10.5
106.6
99
107.6
200
10-29-90
Per Plan 5 52.5
11.4
97.8.
91
107.6
201
10-29-90
Per Plan 4 53.0
6.9
99.1
92
107.6
202
10-29-90
Per Plan .3 53.0
8.2
103.3
96
107.6
DATE: January 21, 1991
BUENA ENGINEERS, INC.
L REPORT OF RELATIVE COMPACTIONS
L' JOB NAME: Tract 25237•
JOB NO: B7 -2628-P3.
'LOCATION: La Quints, California REPORT No: 91-01-832
Test No:
Date Tested
Description .Elevation
%Moisture
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
Building Pads Lot
203
11-08-90
Per Plan 19 510
8.2
104.1
97 .
107.6
204
11-08-90
Per Plan 19 53.8
7.1
101.4
94.
107.6
205
11-08-90
Per Plan 20 52.5
7.6
103.0
96'
107.6
206
11-08-90
Per Plan 20 53.5
6.9
105.1
98
-107.6
207.
11-08-90
Per Plan .2'1 53.5
6.7
161.5
94
107.6
208
11-08-90
Per Plan ` 21 54.5.
7.1
102.6
95
107.6
209
11-08-90
Per Plan 22 53.0
8.9
99.4
....92
107.6
21.0
11-08-90 .
Per Plan 22 54.0
7.9
101.4
94
1.07.6
211
11-08-9.0
Per Plan 23 52.0
6.8
99.2
92
107.6
212.
11-08-90
Per Plan 23 52.5 '
7.2
102.2
95
-107.6
213
11-08-90
Per Plan 24 ` 52:0.
6.6 ..:
103.0
96
107.6
* = Failing Test
** =Passing Retest
ESPECIAL INSPECTION SERVICE
REGISTERED INSPECTOR'S WEEKLY REPORT
JON TANDY
3580 Coridalia Ave.
Yucca Valley, CA 92284
(619) 365-5045
TYPE OF
INSPECTION
PERFORMED
❑ REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY ❑
❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ OTHER
❑ REINFORCED MASONRY ❑ FIRE PROOFING
JOB /
(r -J w% A LA Go t o 1w
REPORT SEQUENCE NO.
TVP O RUCT RE 4
We_ i s 6J 0 e ( wx e z QC -p— S .
PERMIT NO.
D, AY OF WEEK
19 -9
MATER I L DESCRIPTION
ARCHITECT
I SPE TOR HRS. CHARGED
ENGINEER
ASSISTANTS HRS. CHARGED
INSPECTION GENERAL SUB
DATE CONTRACTOR S `etf CONTRACTOR Sp, a le b A G
_S I N (g- N SS .,", lece01 tJ
6 N Co ' S
V
• I. T
6-eA MS •— S- -L 1 Thi C N s2 l C T I o tJ o te.
F} -a e weuetwct Co t pl e - Te .
ENT
1 Co vAM EJ o cA "iZ<p--,Aprr no.
4-4 E3:. , BION_.._.._
COPY SENT TO CLIEN `"
CONTINUED ON NEXT PAGE ❑
PAGE OF
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS.
SIGNATURE OF REGISTERA INSPECTOR
DATE OF REPORT REGISTER NUMBER
t 1 S5 FABRICATMN REPORT Begin Date: /S7 fS
Job Name: Job No. Fab. Shop-SAJAP-6c( -
End ate: SIS YS
s
H D D
A S.P. A M.P. A Full PEN
P ASTM Heat AM Camber Filets T Filets T (Symbol) NCE Hardware
PCO El Des No. Tol. Size Date (In) CK (AOC) E (AOC) E (VIS)(Date) (Date) Rea
/A L1 WD xs m
,
-tog II AS°
E Ci
KC
')A- -FACC-
l A sx b Acs
C S3/v t& 3
b
6 7f= A << Q
*Materials and weldments conform to plans and specifications and RISC, a AWS Dl.
Shipping Mark
905 SHEL Special Deputy Insp. 0 ^