HomeMy WebLinkAbout2728 ANTA CT; ; 77-6235; PermitMODEL NO. BUILDING PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008
Applicant to cornpiere numbered spaces only. Phone 729-1181 PdbnnBaNai z-225LZw1,
3 Describe work:
.
IO Chaw of use from
Change of use to
TlON AUTHORIZED IS NOT COMMENCED WITHIN 120 0AYS.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 REA0 AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AN0 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 GlVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH
TOTAL FEES $ %be?-
,MODeL NO.
BUILDING PERMIT APPLICATION
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3it"rr""r or OI*E" <,r O**C" ."lLDT", .., V.TCI 1 \I .&EN PROPERLY VALIDATED IIN Tnls SPACE) Tnls IS YOUR PERMIT
M.O. CASH PERMIT VALIDATION CK. M.O. CASH
TOTAL FEES $
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10 Chanps of use from pyA2vA3u
Change of use to 4j' '
I1 Valuation of work: $ -. s3 76 c/ 7
SPECIAL CONOITIONS:
t PLAN CHECK FEE 5 /@'q PERMIT FEE L 41 -
MiCRO FILM FEE
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMB^ ING. HEATING.VENTILATING OR AIRCONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCE0 WITHIN 120 0AVS.OR IF
MENCED.
,MOOEL NO.
,.
BUILDING PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008 ~ ~ " . . .*~._
I 't : I 76" -
DOITION 0 ALTERATION 0 REPAIR
SEPARATE PERMITS ARE REOUIRED FOR ELECTRIC L.'PLUMB- ING. HEATING. VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR NSTRUC- TlON AUTHORIZED IS NOT COMMENCED WITHIN 120 0AYS.OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
L PLANNING DEPT.
FlRE OEPT.
4
HEALTH DEPT.
SOIL REPORT
OTHER ISoectfYl
ENGINEERING DEPT.
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SITNIIYIT 0, CO*I"~U)" 0" A"T"O"12rD .CLNl
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,,'*.,"IT O.m.1'" ,I, 0W"E" ."ILDr", ,O.TC,
PLAN CHECK VALIDATION
WHEN PROPERLY VALIDATED IIN THIS SPACE1 THIS IS YOUR PERMIT
CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH
TOTAL FEES 5 36.00
INSPECTOR
~
MOOEL NO.
BUILDING PERMIT APPLICATION
8 ClatlLwork: NEW MOOITION ~LTERATION REPAIR OMOVE REMOVE
f 9 Dncribe work: .. \. ., -i. .{ t'. I : 13 y e-> I
I10 Change of UP from
I Change of use to ... . ,
11 Valuation of work: S
SPECIAL CONDITIONS:
PLAN CHECK FEE 5
Type 01
COOI,.
U" ex'- f." PERMIT FEE 5 ,"/
MICRO FILM FEE OCC"P)."CY
Group
NO. 01 MIX.
SlOrln OCC. Load
TlON AUTHORIZED
CONSTRUCTION OR
PERIOD OF 120 0
APPLICATION AN0 KNOW THE S4ME TO BE TRUE AN0 CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
I HEREBY CERTIFY THAT I HAVE REA0 AND EXAMINED 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.
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IIG*..""E or 01°C" ,,, 01"s" ."ILDI", 1OA.1, I I I I
PLAN CHECK VALIDATION
WHEN PROPERLY VALIDATED IIN THIS SPACE1 THIS IS YOUR PERMIT
CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH
TOTAL FEES $
INSPECTOR
8 Clprofwork: &EW 0 AOOlTlON OALTERATION 0 REPAIR
9 Dauiba work:
~~
SPECIAL CONDITIONS:
I
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM MENCED.
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINE0 THIS
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TVPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GlVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
NRMIT FE
SWIMMING POOL WIRING,
NO INCREASE IN SERVICE
NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER
NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE
OR RRFAKFR IN MAIN SERVICE, SWITCH, FUSE - . . - . . -. . , . -, .
REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE
TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP.
TEMP. SERVICE OVER 200 AMP. PER 100
ISSUANCE FEE
TOTAL FEES i T
INSPECTOR
..
PLUMBING PERMIT APPLICATION
~ city of CARLSBAD, CALIFORNIA 92008
4pplicant to complete numbered spaces only. Phone 729-1181 Permit No. ' -7-7- 7; !//J
~
Oncribe work: ,.
,/ ,/ , SI I y5 t I I
ISSUANCE FEE ,"
CONSTRUCTION OR WORK ISSUSPENDED 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
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
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.
WHEN PROCERLV VALIDATED IIN THIS SPACE) THIS IS VC
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT V,
...... ........................ , .......................... i. I."~ -. I,,. .................... I ....
INSPECTOR
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INTERDEPARTMENTAL INFORMATION SHEET u. -
BUILDING DEPARTMENT
JUILDING ADDRESS:
PLANNING DEPARTMENT
ZONE .. " LOT SIZE LOT WIDTH - i'
-. . ~. I.,/ .
UNITS ALLOWED UNITS PROVIDED . ..
PARKING SPACES REQUIRED
% COVERAGE ALLOWED PROVIDED
BUILDING HEIGHT ALLOWED PROVIDED
FRONT SETBACK: SIDE SETBACK: REAR SETBACK:
ALLOWED .. 2
PROVIDED
INTRUSIONS
L.ANDSCAPE & IRRIGATION PLAN COMMENTS:
,/ 1 PROVIDED 4
\, . _~"
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.- ,, &'
ENVIRONMENTAL PROTECTION REQ: I?. OY" (49
ADDITIONAL COMMpTS:
fJ
OK TO ISSU TE OK TO FINAL DATE 3)fhg
-
ENGINEERING DEPARTMENT
k.0.W. &CC>r INDUSTRIAL WASTE @/A IMP,ROVEMENTS
SEWER CONNECTION 1- @WD DRIVEWAY LOCATIONS,E@~~, e.0. LO. p~&u/i;4wD
GRADING PERMIT Ndwe EASEMENTS &eve DRAINAGE faAh. S&
ADDITIONAL COMMENTS 5+e &&/ 4- /4-s
LEGAL DESCRIPTIONLOP 267. d. /ar =at 4w-S Ah. 2
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OK TO 1SSUE:mC DATE 7- 6 -77 PWI- OK TO FINAL e(ndL-' DATE
FIRE DEPARTMENT
SPRi-IiKLING SYSTEM FIRE PROTECTION EQUIP.
FIRE ALARMS EXITS
FIRE HYDRANTS LOCATION
ADDITIONAL COMMENTS
OK TO ISSUE: DATE OK TO FINAL DATE -
WATER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET 7'7m356-C
CARLSEAD. CALIFORNIA 92008
lz00 ELM AVENUE
DATE :
TO :
FROM :
SUBJECT:
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Citp of Carlsfiab
November 3, 1977
Hermosa Housing
City of Carlsbad, Building Department
Duplex buildings located at:
2726/2728 Anta Court
2831/2833 Cebu Place
2825/2827 Cazadero
been built to condominium standards.
These buildings are not condominuims but have
1714) 729-1181 TELEPHONE:
Sen r Building Inspector -v
HERMOSA HOMES
2551 STATE STREET - CAALSRAO. CA 92008
TELEPHONE AREA CODE (714) 729-7964
July 22, 1977
City of Carlsbad
Building Department
E- Avenue
Carlsbad, CA 92008
Dear Mr. Quebada:
In reference to our plan check meeting today, we wish to
certify that we will conform to the 'building code Standards
as you prescribed for Lots 308, 347, and 285 of La Costa
Meadows Unit No. 2.
The follawing specific areas will be corrected, and you will
receive a new plan within 10 days.
1. Staizway to loft in garage - We will rep€ace steps
with 2 xps instead of plywood as noted.
2. The concrete footings - We will change from 12"
footings to .24" f0Oting.S for Lots 308 and 347. Also,
we will conform to the soils report of September 1,
1971 for Type A Lots. Lot 285 is a Type C Lot, which
dwsn't require the 24" footings in slab. (Exhibit A -
Soils Report)
3. The height of our concrete wall on Lot.347 will be
one foot.
We understand that this letter will allow us to receive OUT
building permits today, with the'corrected plans in your
office within 10 days.
Sincerely,
HERMDSA HOUSING CORPORATION
Garyginans
GW/ j ac
INVESTORS - DEVELOPERS * BULDERS
lZ00 ELM AVENUE -
CARLSEAD. CALIFORNIA 92008
December 6, 1977
.Hermosa Housing Corporation 2551 State Street Carlsbad, California 92008
SUBJECT: Proposed Minor Subdivision No. 364 Lot 285 of La Costa Veadows No. 2
(714) 7291181 TELEPHONE:
lality Act and the Ci tv Whereas the resuirements of the California Environmental QU Carlsbad Environmental Protection Ordinance of 1973 relating ti the subject propked of
.significant ,impact upon the environment; and whereas nenative findings delineated by parcel map have been examined by the Planning Director and declared to hav, 0 a non-
Section 20.24.130 of the Carlsbad Municipal Code have not been made; and whereas this minor subdivision is found to be in conformity with the General Plan of the City of Carlsbad; therefore, a final decision has been made to approve the subject tentative parcel map subject to the following conditions:
1. A1.l structures within this subdivision shall be constructed to meet Building
. Department requirements for condominium developments.
' 2. The subdivider shall provide separate sewer laterals and separakwater, gas and
electric services with meters to each of the units.
3. The subdivider shall sign a written statement to the'effect that he has read Section 66427.1 of the Subdivision ?tap Act and that he shall make the required notifications to the tenants.
4. All required fees and deposits shall be paid prior to Final Map recordation.
See attached list.
5. The tentative parcel map approval shall expire one year from the date of the
the final decision for tentative map approval.
c: R. J. and R. R. Toal, Inc.
San Clemente, CA 92672 139 Avenida Navarro
. Building Department/
FEES AND DEPOSITS
MINOR SUBDIVISION NO.' 354
LA COSTA MEADOWS. NO. 2
. .. .
LOT 285
Final bp Check Fee $ 1ao.00
Park in Lieu Fee 866.69
Duplicate Tracings Deposit .,. . . . .50;oo
TOTAL .$1 lo1 6.69 *
* Does not include any fees which may be'required by publlc
. utility agencies pursuant to Condition No. 2.
.
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November 25, 1977
Hormosa Homlng Corporation
Carisbad, CA 92008
2551 State Street
Subject: Proposed Minor Subdlvlslon No. 364
Lot 285 of La Costa hdaws No. 2 73-b - %lax hbi 4,
the Cerlsbad Hunlclpal Code to approve the Tentative Parcel Map subJect to A pmllmlnary decision has been made pursuant to Section 20.24.120 of
the following amdltlons:
1. All strudures wlthln thls subdlvlslon shall be constructed to
meet Building Department requirements for condominium developments.
2. The subdlvlder shall provlde separate sewer laterals and separate
vator, gas and electric sarvlcss wlth meters to each of the unlts.
3. The subdlvlder shall sign a rrttten statement to the effect that
he has read Section 46477.1 of the Subdlvlslon Nap Act and that he shall
make the requlred notlflcatlono to the tenants.
recordation. Sea attached 11s).
4. All required fees and deposits shall be paid prlor to Final Msp
date of the letter mntslnfng the final decision for Tontetlve Map approval.
5. The Tentative Parcel Map sppmveii shall expire one year frwm the
tPVr Jero Rlddle
For Tln Fiana@8n, Clty Englrtoor
TCPzJRsFNLzvob
CCr R. J. and R. R, Tasl, Inc.
139 Avsnld. Navarro
S.n Clamant., CA 92672
&I ldlw 0.p.rhYtt
FEES AND CWOS ITS
MINOR S~iVlSl~ No. 364
LA COSTA MAOOWS NO. 2
LOT 285
FINAL WP CHECK FEE
PARK IN LIEU FEE
WPLICATE TRACINGS DEPOSIT
3 i00.00
066.69
50.00
TOTAL ft,OIG.69*
*Does not include any tees which nay k required by public utllity agencies pursuant to Condttlon No. 2.
.. .
WILLIAM 5. KROOSKOS '& ASSOCIATES
W. 8. KROOSKOS. CIVIL ENGINEER F0UNOhTK)N CNGINIBRING
A' VENTON. ENGINEERING GEOLOOIST ENGINEERING GEOLOGY
4320 VANOEVER AVENUE . SAN DIEGO. CALIFORNIA 92120 . PHONE 283-6506
August 22, 1977
:Ir. Gary Xinans iiernosa I-omes, Inc. 2551 State Street Carlsbad, California 92008
Job XO. 77-5379 RECEIVED
In accordance with your request, we have conducted site inspections and obtained disturbed samples of the surface soils on the above 'subject lots located within La Costa Seadows Unit 140. 2 Subdivision.
?he enclosed report summarizes the results of our inspections,
made by our firm'for the proper design of the proposed structures test re.sults of the typical bearing soils, and the recormendations
to be located on the subject lots.
Qur investigation reveals that Lots 285 and 308 contain low expansive sandy clay soils. Lot 347 contains high expansive clay soils. .It is our'.opinion if the proposed building foundations are properly reinforced'with steel, they will.be suitable for the support
of the proposed duplex type structures and the other improvements.
This opportuhity to be of service is sincerely appreciated.
..
.,
. .., ., .. ." Very truly yours,
..
W1LLiX.I S. KROOSKOS h ASSOCIATES c
\lillian S . Krooskos ,- President
RCE 11318
SCOPE: "
This report presents the findings and results of our site inspections
and limited soil investigation at the site of the proposed duplex-
residential buildings. It is our understanding that a single story duplex structure will be constructed on each of the above
subject lots, utilizinq concrete slab-on-grade and wood-frame stucco construction.
The plans available for.our use consisted of the grading plans for
on a scale of 1 inch = 50 feet, their Drawing No. 3434. The La Costa >feadows Knit :Jo. 2 prepared by Rick Zngineering Company,
governing agency number is L585E.
Since the sites have been previously graded and a Report of Certification of Compacted Pill has Jxen prepared by Kenton Engineering, the scope of our services was limited to the following:
.
1. Classify the exposed suxface soils and determine the presence and effect of any expansive soils that could cause detrimental damage to'the proposed %uplex type structures and the other improvenents. ...
2. Perform foundation and steel reconmendations for proposed footings located in the expansive clay soils.
3. Dctormine'the safe soil bearing value of the firm natural ground soils and the compacted fill soils (coxpacted to at
least 90 percent of maximum dry density).
i' . ..
4. Deternine any construction problems that may develop at the
huildinq site as a result of the soii characteristics
encountered.
SITE:
The three lots under investigation have been previously graded. Zxisting streets and curbs have been constructed adjacent to the
lots.
Lots 285 is a cut lot. The soils exposed in the lot surface consist
of light tan, clayey sands and light gray sands. A review of the grading plan indicates that up to 20 feet of soil_s were renoved to construct this lot. ..
tot 308 is a cut lot located in hard to excavate ntetavolanic rock. ,
Sone clay is also mixed with the rock.
-
3eport of Site Inspection
Lots 285,308 S 347 La Costa Meadows [!nit No. 2
Carlsbad, California
Page 2
Job NO. 77-5379
Lot 347 is located in a cut area, wherc approximately 2 feet of
soils havc been renoved. Tl~e exposed surface soils in this lot
These clays possess moderate to high expansive characteristics.
consist of licjht Srosn to gray-brown clayey sands and clays.
3isturbed samples of the reprcsentntive .surface soils were obtained from cach lot and brought to the laboratory for testing.
LABOmTORY I'CSTS :
I
The following tests were pcrformed on the sampled soils in order to
properly classify them and to determine their physical and mechanical
characteristics.
?kchanical Analysis: This test is conducted on each soil.type in
order to dcterminc the ncrcentage of qrain size. The analysis is made in conformance with A.S.T.A. 422l54T. The potential expansivity
of clay soils can be dctermined from this test, since expansivity
is a function of percentage of colloids (fines less than .OOlm)..
Compaction - Test: The laboratory compaction test is performed on the
typical natural qround beasing soils in accordance with A.S.T.X. Test
Yethod D 1557 (four inch diameter mold, five layers, 25 blows each
layer, 10 pound hamer,..lB inch drop, using all material passing a
'Io. 4 sieve). This test is conducted on the soils in order to
maximum density'represents the value to which it is possible to
determine thd.optimum moisture and the maximum dry density. The
compact the soil in the field with the proper compactive effort.
Expansion Test: An expansion test was conducted on the potentially expansive soils. This test was performed in accordance with the requirements set forth in Chapter 6 of the County of San Diego Ordinance No. 2325, Test for Expansive Soils. Expansive soils are
classified as follows:
.,
Swell Eepansivlty
0 to 3 percent """"""" Low
6 to 12 Percent ------------- iiigh Above 12 Pcrcent ------------ Very Eiqh
3 to 6 percent -------------- :led ium
According to the County of San Diego Tcst for Expansive Soils, in
qcneral, soils that possess a swell lcss than three percent are considered to be non-expansive. ..
CONCLUSIO3S AXD RZCOMNELIDATIOIIS :
%e following sumnarized conclusions and recommendations are based
on the analysis of all the data and information obtained from the
"
.-- " ... . . . "^ ~ .. . " -. .. .
Report of Site Inspection Lots 285, 308 & 347
La Costa Neadows Unit no. 2
Carlsbad, California
Page 3
site inspections. This includes our visual inspection of the
building sites; field investigations and laboratory tests on the
with thcse soils.
typical bearing soils; and our general knowledqe and experience
1. Since it is the intention of constructing the 2roposed structures
and otllcr inprovcments on the exnansive natural ground soils, then it is recomnendec? that the following work be performed.
Lots 285 & 308:
The soils in these lots possess a swell of from,two to six nercent as measured by the aforementioned test.
a. The continuous perimeter foundations shall extend a minimum depth of 12 ,inches into the firm natural ground. The continuous foundations shall be reinforced with at least
two :io. 4 steel barn; one bar shall be placed near the top of the foundation and the other bar shall be placed near the bottom.
b. The concrete floor slabs of thc structures shall be founded on at least two inches thick of granular base materials such
roconmended that the concrete slabs within the dwelling areas
as non-expansive sands, crushed gravel or equal. It is
be reinforced with 6xG - lO/lO steel wire mesh.
c. Concrete slabs, such as patios, pool decking, driveways; .sidewalks, etc., and asphalt pavement shall be founded on
'at least two inches thick of non-expansive soils.
LOf 347:
The soil-s in this lot possess a swell of from six to ten percent
as measured hy the aforementioned test.
a. The continuous perimeter foundations shall.extend a r.inirnurn
depth of 24 inches into the firn natural ground. The continuous foundations shall be reinforced with at least two 110. 4 steel bars; one bar shall bc placed neJr the top of the foundation and the other bar shall be placed near the bottom.
b. ':'he concrete floor slabs of the structure and garaqe shall
be founded on at least 4 inches thick of granular base
materials such as non-expansive sands, crushed rock or
equivalent. It is recommended that the zoncrete slab in the dwelling area be reinforced with 6x6 -10/10 steel wire mesh.
Page 4
ncport of Site Inspection
Lots 2S5, 308 5 347
La Costa r.tcadows Unit i;o. 2
L'arlsbad, California
Job No. 77-5379
c. Concrete slabs, such as patios, pool decking, driveways,
sidewalks, e.tc., and asr.halt pavement shall be founded on
2 inches thick of non-expansive soils.
2. Foundations and footinqs of the 1,roposed single story
naxiruln of 2.000 pounds per scuare foot when followinq the
residential-duplex type structures nay be desipncd for a
aforementioned recotmendations. ?his a1 lovable soil bearing
value nay be increased one-third for desiyn loads that include
wind or seismic analysis.
3. Foundations and footings of the Fronosed structures, walls,
from thc top of the compactcci fill slones clay be of standard
improvenents, ctc., when foundcd five feet and further away
design meetin9 the requirenrnts of the governing agc!acy. If
proposed foundations and footings are located closer than five
feet inside the top of cor,lpacte2. fill slope, they shall be deepened one foot below a 1.5 horizontal to 1.0 vertical line
horizontally inside the top of cornpacted fill slqpe. projected downward and outwarci from a point five feet
"
4. 'The compacted fill soils .that occur within five feet of the face
of thc fill slope possess poor lateral stability, even tilough
of naxir:um dry density or better. Proposed structures and other
they have beemcertified to a relative cor2paction of 90 percent
pool, driveways, asphalt pavem.ent, ctc., that are located within
improvements such as .walls, fences, patios, sidewalks, swimming
five feet of the face of compacted fill slobe could suffer
of these soils.
differential nlovernent as a result of the poor lateral stability
5. Adequate measures shall be undertaken to properly finish grade each lot (after the structures and other improvements are in
place), such that drainaqc waters from the lots and the adjacent propertics are directed away from the building foundations,
drainage direction for the subdivision. Proner drainage will footings and floor slabs towards the street or the natural
insure that no waters will seek the level of the foundation2,
footings, and floor slabs towards the street or the natural
drainage direction for the subdivision. Proper drainage will insure that no waters will seek the level of the foundations,
the b?drltICJ soils and differential settlement or uplift of the
footings and floor slahs whicll could result in undermining of
structures and other improvements. This recornendation is
especially important c!uring the rainy season when poor drainage
during construction could allow water to saturate underneath
the garage and dwelling slab aress.
C. Any backfill soils placeci in utility trenches or behind retain-
as patios, sidewalks, driveways, pavement, ctc., (other than
ing ~~11s which support structures and oti~er inprovcrnents, such
.- .. .~ ". . . . . ..
?eport of Si.te Inspection
Lots 285, 308 & 347
La Costa Xeadows Unit .Jo. 2
Carlsbad, California
Job :Go. 77-5379
landscaping) shall he compacted to at least 90 percent of
rnaximun dry density.
7. Future swiming pools and appurtenances, and/or other subsurface
structures that are founded in potentially expansive clay soils
shall he properly designed and reinforced with steel following
the reconmendations of a structural engineer or soils engineer.
E. All of the other recommendations sulnnarized in the Report of
Certification oC Compacted Fill by Benton Engineering dated September 1, 1971, their Project Xo. 71-2-24D, which have
not been enumerated and/or modified herein shall be applicable for the proper desiqn of the proposed structures and the developncnt~of the site to receive the contemplated inprovements
'LIXITAT1O:JS:
The conclusions and' recommendations made in this report were,obtained
from site inspections and tests performed by our firm. They are
applicable only to our services during this time and,are
representative of the site at tile tine our report was prepared.
!?e are not to he held responsible for subsequent changes nad'e to
the site hv others which directly or indirectly causes poor
surface driin'age and/or wafer erosion.
I€ you'havc any questions concerning our report;please GO not
hesitate to call us.
This opportunity to be of service is sincerely appreciated.
Respectfully subnitted,
WILLIAM S. ECROOSirOS h ASSOCIATZS
&.L.aLfU
Wi iam S. Krooslros, President
ECE 11318
”. .._
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owner's Name: Hermosa Housing Development Phone No. 729-7964
Mailing Address: 2551 State Street
Carlsbad,CA 92008
.. Type of Building: Duplex .' No. Units - Connection Chargdl ;~o.~
Lateral Size: 4" - 6" 1 8" Saddle: -
Extra footage: @$ Easement Connection -
Extra depth: @ '$ Lateral Charge 255.00
Total $1.,465.00
-
.. Amount Rec'd $1 i455.00
How Paid cki 7706
Rec'd by . s. Nib
~.
Date Paid 6lWJ ert
The application must be signed by the owner (or his authorized representative) of the
property to be served. The total charges must be paid to the District at the time the
application is submitted. '
If a service lateral is required, it will be installed by the Leucadia County Water
main collection line in the street (or easement) to the point in the street (at or near
District. The service lateral is that part of the sewer system tha.t extends from the
building sewer. The applicanh is responsible for the construction; at the applicant,$
the applicant's property line) where the service lateral is connected to the applicant's
expense, of the sewer pipeline (building sewer) from the applicant's plmbing to the
point in the street (or easement) where a connection is made to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be made
by the applicaat at his expense. The connection must be made in conformity with the
District's specifications., rules and regulations; and IT HUST BE INSPECTED AND APPROVED
BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR
HIS AUTHORIZED REPRESENl'ATIVE, HUST NOTIFY THE DISTRICT.AT THE TIME INSPECTION IS DESIREI
ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND
INSPECTION BY"THE DISTRICT WILL BE CONSIDERED JNVAJJD AND WILL NOT BE ACKNOWLEDGED.
After connection is complete, the property described above is subject to a monthly
sewer.service charge,"billed bi-monthly in advance. The rate will be governed by the
use of the.property, single family, multiple ilwelling or commercial., Nan-payment of
the sewer service charge is subject to a 5% penalty per month, plus disconnection if
necessary. . ,
The undersigned hereby agrees that the above information given is correct and agrees to
the ,conditions .as stated:
A!- ~- 61817 Wr's Signature Date
6902
Account No.
. BUILDING DEPARTMENT
CITY OF CARLSBAD
(7141 7291181
CERTIFICATION
C&.
SIGNED:
.. . ..
.. .
..
. /. . '
..t
.
\
.. ...
-.
INSULATION CERTIFICATION
with the current energy regulations, California Administrative Code,
This is to certify that insulation has been installed ir. conformance
Title 25, State of California, in the building located at:
SITE ADDRESS 2738 &a d,, Y
LJ
owens-Corning .and ..
Manufacturer Johns-Manville Thickness/Type$$' Friction R-value 11
CEILINGS :'
Batts: ManufacturerJohns-ManVille, Thickness/Tyie 6" Kraft R-value- 19
Blown: Manufacturer Thickness/Type R-value-
Wt ./Bag Sq. Ft. Covered .. R-value-
Owens-Corning and
+
FLOORS
. Manufacturer *. Thickness/Type R-value-
GENZ~RAL CONTRACTOR .-- LICENSE #
BY TITLE .. DATE
ACTORS, INC. LICENSE # 221517 c-2
TITLE Vice President DATE -