HomeMy WebLinkAbout2618 OBELISCO PL; ; 81-222; Permit-I.h n tKa't.* W i at h. iicensed -under
0 provllilppji~.. ..4p-ter",~ (d -- mihcliig ;;Itff.~
om Section 7000) of.[)Ixlslon.-3 of the.BusIness
and Professions Cocle,- and my license is In
full force and effect.
z Lic. No. Cl ass
0
J(J 7
I herebiattifih that I am eximpt from the. Con-
tractor's License Law for t~jg.following.!eason j(Sec.. 11 70315 Business and Professions Code: Any city or
couhty which reQuires a permit to construct
alter~ improve," demoligh.,or 'reipair,iny struictuiti.
prior to its issua6ce also relfbireg the~,applicanl for
S
,i
uch permit to file a signed statement that he is
censed pursuant to the provisions,ot the Cot),
ra,,
,
tqr's
7
License Law jChapter 9 co mencing With
Sec ion 0(Xf of Division 3 of , he Business a
fessions Code) or that is exeTpl therefrom. and the -
basis for the alleged. exemption. Any violation of
Section 7031.5 by an applicant for a permit. subjects
Ins applicant to a civil penalty of not more than five 1
UJI hundred dollars (M).
0 C] 1. as owner of the propeirly,cir einplo~efis-
*ith wages as their sole compersatioii. will do the
work. and the st ructUre is not intended.or offered for
sale -(Sec . 7044 B iness aind Professiohsy~ne ' UJI The Contractor'; Licsnse.LaW does not appl n -
z owner of property. who builds~or improves thereon ~9 and who doe's such'wdrk himself or through his own
0 em
p
!oyees, provided that such improvements are
not niendeJ,or.offered for sa~le. If, however.: the 1:
building or iin*piovernent ii sold WitKin one year of
cc;mpiiIioA. thibwner-builder will have in . e burden
of proving that he did not build or improve for I he
purpose o Lsale~.
E) 1; as 6 'net ~ of the property, exclusively
w am z contractin ith -licensed -contractor to construct 0 proj;~111 ls:;,N44. Business and Professions'
Me: The'ConiFactot's License Law does not apply
to an owner',ol' property who ~fjilds'or improves - I IX thereon: andWho contraicts, for,eaich projects with a
contractorts) license, ppirsuant to the Contractor's L) License La f LU -W
I airr~ exempt under Sec. B. & P.C. J
for this (eas6n
I hereby affirm that I have a cerliticateof consent
to self-ins
u
re, or a- certificate of Workers'
Compensation Insurance. or a cell fled y th r f
..(Sec 3800. Labor Code). ~~ _: ~. i .. 1 .7.
z POLICY NO.
2 C MPAN
Y
the cit
V
y.
is I.'- W j~- UJ 0 n",ed-copy,. hereby furnished
0 CERTIFICATE OF EXEMPTION FROM
WORKERS'COMPENSATION INSURANCE
(rhis section need not be completed if, the permit. W is for one hundred dollars ($100) or less) Uj 11: cc 0 1 certify that in one performance of the work.for
Lo whic~'thiS permit is issued, I shall not employ any
person in any
C
Z~aqner So as to become subject to
the Workers' 6ensation Laws ot-california.
rI - I I . . . . . I . NOTICE TO APPLICANT: If. after making this Cer. W
icate.ot*Exe
'Or! ou
should become subject to
:he Workers*Umpe~ysal i on provi io f In Labo
sons 0 le ir Code. you must forthwith comply with such -
provisions or this permit shall be deemed revoked.
L
D I hereby affirm that there is a construction
cc, lending agency for the performance of the work I r us which this penqrs~ is iss~ed jSec~3097, Civil Co&~)
z UA Lender's Name
Lender's Address
USE BALL POINT'PFN ONLY & PRESS HAi~ APPLICANT TO FILL IN INFORMATION WITHIN §R i J AREA AND DECLARATIONS.
of -'SBAD BUILDING DEPARTMENT, A-POLIC-AT16-11I PERM, IT
11._ Carlsbad, California 92008 (714) 43B-5525
P -IC CEN§E~#;'I~ VALUATION. PERMIT NUMBER - y yr -
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QTY. PLILIME~I'NG PE'RMIT' ISSUE
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t MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT
'iEACH BUILDING SEWER OVER 100,0.00 BTU SIGN PERMIT-
T EACH WAfER.HEATER AND/OR VEN , I — POILER/COMPRESSOR UPTO 3 HP PLAN CHECK
EACH GA§ SYSTEM I TO 4 0 UTLETS POILER./COM~RESSQR 3.15 HP TOTAL PLUMBING
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WATER SOFTNER RELOCATION OF EA FURNACE/HEATER MQBILEHOME PARK INSP
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F SOLAR
TOTAL MECHANICAL STRONG MOTION
-
TOTAL-PLUMBIN G J0 - FIRE SPRINKLERS
PUBLIC FACILITIES FEE
QTY.I ELECTRICAL PERMIT - ISSUE' QTY. SOLAR -.ISSUE BRIDGE FEE
NEW.CONST EA AMPISWTIBKR Say COLLECTORS SCHOOL FEE --DISTRICT
I PH' 3 PH STORAGE TANKS Carlsbad
EXIST B-LOG EA AMP/SWT/BKR MCI< ~TORAGE Encinitas
1 PH 3 PH PUMP San Dieguito
R-EMOOEti~L4E.R-_ PER CIRCUIT PLAN'CHEdK FEE San M
TEMP"PbLE ~00 AMPS It< nlz
OVER 200 AMPS
TEMP OCCUPANCY.(30.[)AYS)
ELECTRICAL .- TOTAL7 SOLAR- -7-7TOTAL ~f
TOTAL IF EES PAYABL
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INSPECTION T~PE_ DATE INSPEbTOR
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-
BUILDING FIELD. INSPECTION RECORD
FOUNDATION tv REQ.Q.IREQ. SPECIAlL,I_NSP!,EQTLQN$_ , . INSPECTOR'S.NOTES__
REINFORCED STEEL 4-m I
- INSPECTION REO. IF.
CHECKED
INSPECTOR'S
APPROVAL DATE
.. . - ~) 11
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'FOUNDATION INSP
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SHEATHING STRUCTURAL CONCRETE
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CONCRETE
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-CONCRETE
PLUMBING FIELD WELDIN'G I0,
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CALL FOR FINAL INSPECTION -WHEN ALL APPROPRIATE
ITEMS ABOVE HA V-E Br, PPROVED*"~,,t\lA'io-, Ek
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> B A D -CITY..OF C A W. > 4", T ts of Section 306 1his Certi icate issu*ed pursuant to the requiremen
'Assuance e,: e of the Uniform Cod certifi s that at the time of~
this, structure co m p I i es w i W,,'a p p I i cab t 16 ordinances of he City
regulating bui:lding construction use.
8 17" 2 2 2' 1, Single .Famil"'.;Dwelling
'Use Classification Y Bldg. Permit No. >
Gr' up Type Con st
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ruchon -Fire, Zone Use Zone 0
< Occupant Load
dk* ~4 Owner of'BuildinT,-,. P.~kul_go -in .'--Add,ess' 7 S94, Dd I he~aiCt.
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ICarlsbad MISCELLANEOUS
JG, CAFALSBAD, CA 92008 TEL. (714) 438-5525 RECEIPT, 6/04/81061 341's
b
O'Add~easts Ax I a r, 4, MISCLLANEOUS FEE RE66~T
PLAN CHECK F~E )c
VALUATION
EJ DEM~01_1~10N
HOUSE'MOVING
PARKS AND RECREATION FEE
PUBLIC FACILITIES FEE
SCHOOL FEE - DISTRICT T
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Carlsbad
Encinitas
'Sari Di.go
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Mailing
,Address' bla_ .14 ~_A CQ P-7'
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Address
ity
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State Li
S. Classif.- Ic City
L ic. No. -1-1'le 9'7
C 0 ETE F R'PLA C J #PC "J i" -0 N HECK C;NLY
LEGAL DESCRIPTION
ASSESSORS PARCEL: NO -7
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DESCRIPTION OF WORK'1-
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TOTAL FEE 1$ _3
CONTACT PE`RSON *WARNING:-,PLAN CHECK FEES. WHERE NO ACTION IS TAKEN "APPLICANTLIN 180 DAYS'AND NO BUILDING PERMIT IS ISSUED,
'FORFEITED TO THE CITY.
COMMENTS:
BY THE
FEE ARE
Signature of Applicant Date 4/4/K/
White — Applicant , Yellow — File Pink 1) Finance (2) Data Process Gold — Assessor
SHEET INTERDEPARTMENTAL INFORMATION
DEPARTMENT
ADDRESS: 6~44 (9 R-My's
F RNG.DEPARTMENT
'COO. -LOT SIZE LOT WIDTH E
S ALLOWED UNITS PROVIDED'
PROVIDED. fKING SPACES REQUIRED
C 0 -COV ERAGE ALLOWED 0 PROVIDED .7
BUILDING HEIGHT ALLOWED PROVIDED
FRONT SETBACK: SIDE SETBACK: REAR SETBACK:
ALLOWED
PROVIDED-
INTRUSIONS,
LANDSCAPE & IRRIGATION PLAN COMMEN.TS:
ENVIRONMENTAL,3AO TION REQ: tj!~~ e>6'. ~4,eepap IF aTEC oNfAq. :zco C.YAW'5
ADDITIONAL COMMENTS
OnA - -A a A. L
OK.TO ISSUE
0~ ~
DATE915JUI OK TO FINAL DATE-
A-1 , ~/ ( _'6 ~ `7 S_ (9 ENGINEERING DEPARTMENT
R.O.W.. INDUSTRIAL WASTE IMPROVEMENTS
SEWER CONNECT.ION DRIVEWAY. LOCATIONS
GRADING PERMIT EASEMENTS DRAINAGE
.LEGAL DESCRIPTION
ADDITTONAL COMMENTS
IV T~o~ ao'i FINAL OK TO IS SU-EP"Q - DATE PW_
FIRE DEPARTMENT
SPRINKLING 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 DATE -
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V A LU A T! ON A N 0 P -AN F C3
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P L:.,N 1.,1 C h, _E, C X IN, 0 21 11.
'EU I LD I NC ADDRESS
CA!' NO. APFLI .,IT/CONTACT._W
EUILDING OCCUPANCY—
PHONF 0 CON5TRUCTION TY P
C 0 N TR A C To R PH10 N E
PORTION BUILDING AREA A LU AT T ON
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I
GEOTECHNICAL EXPLORATION, INC.
SOIL & FOUNDATION ENGINEERING
GROUNDWATER * GEOPHYSICS e ENGINEERING GEOLOGY
18 September 1981
Mr. Jan Plumb
PLUMB CONSTRUCTION
6394 Rockhurst Drive
San Diego, CA 92120
S u bject Foundation Excavation Inspection
Single Family Residential Site
2,618 Obelisco Place
La Costa area, City of Carlsbad, CA
Dear Mr. Plumb:
job No. 81-1933
In accordance with your request, our firm inspected the foundation after
excavation and prior, to concrete pour. The majority of the foundation
excavation is excavated to a depth of 18 inches as outlined in ou
'
r 'Report
of Grading Supervision and Field Density Testing", dated September 14,
1981.
However, in localized are~s, hard underlying rock was encountered and
the excavation equipment took refusal between a depth of a few inches
and 18 inches.
It is our opinion, in the localized areas, when the foundations are less
than 18 inches in, depth, but at least 12 inches in depth and founded in
dense rock, the foundation depth is adequate.
I n the are
,
as where the foundation is, less than 12 inches . in depth, it is
recommended that No. 4 steel bars be dowled into the rock every 12
inches. Th ' e No. 4 steel bars ihall be dowled a minimum of 4 inches into
the rock and shall extend a minimum of 4 inches into the concrete. The
vertical steel bar shall be tied to the lower horizontal' steel bar that is
continuous in the foundation'.
I f there are any questions concerning, this matter, please do not hesitate
to contact our office. Ref~rence to our Job No. 81-1933 will expedite
response to your inquiries.
Respectful,ly s ubmitted,
GEOTECHNICAL EXPLORATION, INC.- A;
11, - 4(:~
C, ' Eb 401)'
cb C6
Raymod J. Sc~oeamella, Vice P ent
Q~.
RJS/pj
8145 RONSON ROAD, SUITE H SAN DIEGO, CALIFORNIA 92111 (714) 560-0428
SAN DIEGUITO ENGINEERING; INC.,
John-B. Fox - RE CIVIL ENGINEERING
Stephen'D.-Dillemuth m P.E. AVENIDA DE ACACIAS S . U RV
I
E : YING James A; Laret-- P.E. P.O. BOX 2004,RANCHO SANTA FE, CA 92067 SOIL.-TESTING 756-3064
SDE ZN2
June 16, 1981
,Paul Rodkin
560 -North Highway .101
Suite -`5-.*
Leucadia, CA 92024
SUBJECT: Preliminary Soil ..Investigation at L* ot Obelisco Way,
'La Costa., California.
Dear,.Mr. Rodkin:
In accordance with your request, this office-performed a Preli min ary,
Soil Investigation ,at the subject-site,to provide recommendations
pertinent to the,proposed development., The scope of our-work included':
.1. Rec.Onnaissance,of the site l and adjoining-areas.
2. Review-of pertinent, published-and unpublished soil
information.
~3. Subsurface exploration.'
Laboratory testing.
En4ineering-analysis.
Preparation of-this report.
PROPOSED DEVELOPMENT
The proposed development is understood to compris6.of cut-fill o'era p tidns
to,create a building pad for' construction of~a-single family residence.
-2 -1981 8DE '22.4 June 16, Page Two
A
SITE DESCRIPTION
1A.
,..f.,The site- comprises an irregular parcel located 6n*S6uth--.of Argonauta-
P 1 ace 1 n~ L a Costa.
gently'northwards towards an existing cut-embankment ;
T f or, 417g9nauta'. P lace''... A minor cut.slope also;exists on 'the.'E,a s t o f
the ,property. site vegetation was sparse and consist'ed"6f indigenous
w6eds 'and,-other chapperal.~-
SUBSURFACE EXPLORATION
',~Subsurfabe,exploration consisted of examination and testing -of`soils-''~
.,-.~.inA~backhbe trenches excavated to a maximum depth of 4 feet. Furthet-
excavation. was not -continued as,bedrock was encountered.,
Bulk and undisturbed samples were obtained,f6r subsequent*laboratory
S OIL.CONDITIONS.
site)is mantled by soff,'.dry, red,brown; silty clayey, sandy soil
to approximate depths of 2 to 4 feet.
.,These soils.typically exhibit relatively low she~Lr strengths and
high Compressibility 'characteristics.
the topsoil to the'depths explored, the-site is 'generally
un derlain by natural bedr6ck. 01
SDE 2242" jun~&, 16, J981 iPage ~Three
ifig'fill was'observed in the southern portion of the property..,,-Existi
Ul d be removed' and recompa6ted The kill--'is considered minor and 'sho'
d~ir d' operations.' gra ing,.
FIELD TE LAI~O RATO RY' AND..' ~TING
d ts',.;pqrforme on. soil samples, to,,determine -the,,ex'isting son'
conditions,,-and establish foundation design criteria,for proposed
de' v e Iopment'were: 1) Direct'Shear Test, 2) Exp~an.sion Potential
Determination;1--and 3) -maximum Density and Optimum Moisture.
:"l)'- A direct shear.test was -performed on representative samples.of
0 Y_ -t e,p oposed 'foundation s ils, remolded to*90% of the,maximum densit
The,results,'of the-test, 'erfo.-~med al accordance with accepted in:gener P.
engineering practice, are -as follows:
ANGLE OF'INTERNAL APPARENT
DENSITY CONDITION FRICTION -COHESION C (psf)'.
Remolde'd*to 90% of max. 32 0 200 psf density' at optimum~
moisturecontent
2,) -the, p:~pans ion potential bf representatiVe* soils..~rom the site w~s',
',._'determined by allowing the material,',remolded tio'field -conditions, to
-'swe,11'agains I t-a surcharge of 150 psf when-br~ough"t intocon
-
tact.with'-
water,. ,-The results of-the expansion test performed in'-accordance with
ad6epted~engj_neering practice.are summarized below..-.
SAMPLE~CONDITION- % SWELL'
maximum 8.9% 1. Aphsity,,;and..op timum moilsture
r t "t, -on en.
7
1 14,
SDE 2242 Jun I e, 16; 19,81, P*ag6 ,Four.
3Y. Kaximum~ d6n'sity and optimum moisture content of rep . re sentative
samples, of on-site soils, was determilned.in accordance,with A.S.T.M.~
'D- 15 5 77;;, 7 0 Test Standard, t~d~xesults~of',,which are summarized,below:
ZENSITY~ SOIL DESCRIPTION MAXIMUPi' OPTIMUM MOISTURE
Red. brb~,in silty clayey,. 105.8 21.5%,
-sand, sandy' -clay-
ONCLUSIONS AND'RECOMMENDATIONS:
Based on-laboratory test' and evaluation of site-condi~io'hs'from .~ng.
a soils engineering standpoint, the site is considered suitable for, d.
-the-proposbd'd.evelopment-provided'the~followipg recommendations are,
...incorporated ih the design.and,construction of-the project.
The on-site loose top'soils were found,to be' moderately'to*highly
exp4nsive-,,ana are-considered unsuitable~for direct'support of 'any
7 structures. Itis therefore-recommeftded that all loose soils be'removed e
- d
I until firm,formation soils -or bedrock is-exp 11 6sed,.and'replaced with fill
,:.compacted to a minimum..of 90% of the maximum:density at op r timum,mols.ture'
content. as per,A.,S.T.M. D-1557'-70.
'.PLACEME14T AND COMPACTION OF FILL
All fill materials placed at the site shall'be in accordance with--
recommended grading'specificati6ns included with this report and in
CO.Mpliaince,with the City ,of Carlsbad Grading brdinance.
;Al~l imported s'6ils for construction of fill shall be'inspected and
tested.by the soil engineer~ prior to being placed as.compacted f"ll.'
''Fill slopes, should be'provided ~iith toe keys and benching as per
recommendations contained in grading specif"cations included herein.
SDE 2242 June 16, 1981 Page F ive-
FOUNDATIONS'.
structu re ma ~be supported on 'conventional,,;."continuous Y
or-~isolated -spread' footings founded minimum .1 8 be l'ow lowest,:adjacent
t crrade', n o'compacted fill or undisturbed natural ~oils'or.bedrock
~~the footings. should be, at,.'least 12 wide
Fouhdations,,-placed'as tre& e ed av be:,~designed f or, d n allowable
soil bearing 'pressure o~
.
2.000 ps,f An.allowable'la:teral .-bearing
pressure.of. .,2.50 p'sf pe- oot,of epth'ma.v be,ulsed vrovided footings
are, poured, tight against firm surrounding soils.
,,,A,,,,coefficient of friction of 0.20 may be assumed,f(or'sliding between
~concret.e. and -underlying soils.
Mlinimum-f6und.ation reinforcement to consist of 1 #5 bat~placed at'
the top and 1 #5. bar at' the' bottom of -continuous footi ngs, in order
to',minimize.affects of potential expansion and span-local.soil
irregularities.,
SLABS
Slabs..on grade supported on modera'tely expansive soils may be rein-
forced with x 6 6/6 welded wire mesh, slabs- shall be minimum 4
thick,. Slabs.should be underlain bv a minimum 4 inch la *,--'r,' c lean sand v
",,'.sandwiching a 6 mil thick plastic or-vinyl moisture,barrier, in order
-Pad soils ',to prevent :upward capillary movement of'soil ,moisture.
shouldbe Ore-rhoistened prior to.placement of mo'isture~ba rrier or,
concrete...
— o
ended av be,.
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S D E 2 2 4'2 June 16, 1981 Page Seven
In no:case should water be allowed to pond at or near..the building
.,areas or beallowed to drain over the slopes in an uncontrolled manner. ~_= ---Fe -pro~vide~dat~ _,,~~Drzaa,nage swales having.a minimum gradient of, 2% s ou ld
the'site wherever required and should be"designed by a.registered civil
eftg-l-n-e—e r
INSPECTION
All footing. e xcav'ations should be inspected by the soil engineer prior
toplacement-of steel or pouring of concrete.
it is suggested that a joint meeting between the owner/developer,
contractor and the soil engineer, be set up prior to'commencement
of grading.operAtions, to discuss construction schedules-and, other
relate d.aspects.
LIMITATIONS AND UNIFORMITY OF CONDITIONS
The recommendations of this report pertain only to the site investi-
gated and~are based upon the assumption that the soil conditions do
hot deviate -Erom those observed in the test pits. If any variations
or undesirable conditions are encountered'during construction, or if
the proposed construction will differ from that planned at the present
.:,,.time, Sa'n,Dieguito Engineering, Inc., should be notified so that
supplemental recommendations can be given.
This report is issued with the understanding that it is the responsi-
bility of the owner, or of his representative, to ensure that the in-
f-atmation and recommendations contained herein are brought to the
&-Me—Mon.of the architect and engineer for the project and incorp-
a nto the plans, and that the necessary steps are taken to see
the contractor and subcontr'actors carry out such recommendations y~ the ield.
I.I-_.A,,S'DY,- 2-21 'A 2 June 16, Page Eight .1981
The, f iridings. of, th is report.are,valid :as', of the present date,., ',,Howeveri
..,in ,the_6onditions of a property can~occur with the.passagb*~o.f
-natu Al p -the w6rks* of' man on' time,. whether'they be due to r rocesses or
",...this or- cidj acent~ properties. In addition, changes in applicable or
appropriat6.,'standards may occur, whether theVresult'from legislati6n-.
or -the',broadening. of knowledge. Ac~ordingly. ~he-findings'.of this
report,:. may -inv idated whollv or 4rtially -b 'change be. al. p s butsi e our.,*.
control.';-,,Theref6re, this report 'is.,subj ect. to- re~riew and. should no~
.`bp rolied%upbn' ai~er a-period-of three -years.
..I.~k ,J.f~'yoO'hay.e any questions,regarding this report, please do not.
hesItatdIto contact ,this office. I
L~,- This :oppqrtuility to be of service is sincerely a ~., ~ . _~: — ppreciated,.' 01
Respectfu'lly submi-Eted,'.
~'SAN:, DIEGUITO ENGINEERING,.INC.,
U
OHN.,B.-FO RCE. 2 6.5 2 5
.~~,CQ: '(4) submitted
Ip
14
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F/
RECOMMENDED GRADING SPECIFICATION GENERAL PROVISIONS
GENERAL INTENT:
~The.intent of these 'specificationsis to establish pr.o~
ceduies, for, clearing, compacting natural,ground, preparing
areas to,be filled and placing and compacting~fill soil to
the,lines and grades'shown on the accepted plans. The
recommendations contained in~the preliminary soil invest-
ion'report an t d/or'the attached special provisions'.are a
-~-ions part-6f'..the recommended grading specifical.- and shall
su ersedezth6.provisions contained hereinafter in the -case'- _P_
of conflict. -
INSPECTION AND TESTING
-shall be employed to observe and. A qualified soil engineer
test the earthwork in accordance with these'specifications.
It will be necessary that -the soil engineer or his repre-
sentative provide adeq,ua.te observations so that he may
provide a mertiorandum that the work was or was not accom-
plished as specified. It shall be~ the responsibility. of.the
contrac.tor to assist the'soil engineer and to-keep him
appraised of work- schedules, change' s and new information and
data so chat he may pr6vide the memorandum to the owner and
proper county auctiorities, as required.
n of the soil engineer, subs-t-andard con- If, in the opinio.
ditions are encountered,- such as questionable'soil,' poor
moisture control, inadequate compaction., adverse weather
he -etc. will be empowered ro either stop construction until
ClIC! coilditions are.rertiedied,or corrected or recommend rejection
of uhe work.
Soil tUSLS LISC-d to de-rerniiiie che d ree of compaction will
be Pert-OrI110-d in accordance wiLk the following American
Socliety for and Hauer.ials test'methods:
Maxim= Dry D6nsity.and Optimum Content.
A.S.T.M. D-1557-70,
'Soi Density of l.In-Place
A.S.T.M. D-1556*-64-
RE AS TO RECEIVE FILL: PRE~IARATION OF A
.'All,. vegetation, brUsh and debri.S shall be removed', piled and
burned or, otherwise disposed of.. ifterl,c
l
e
a
r
i
n
g
,
t
h
e
.
n
a
t
.
i
l
r
a
l
ground shall be scar.ified to a depth of.6
i
n
c
h
e
s
,
b
r
o
u
g
h
t
t
.o the,proper moisture content, compacted and
t
e
s
t
e
d
f
o
r
t
h
e
.
.
minimum density specified in the special provisions or the
recon-uiiend'at ions contained n the prelimindry soil investi~
g4*tion report.
When the slope of the ndEural ground receiving fill exceeds
'.20% (5 horizon-tal to. I-vertical), the original ground shall
'be stepped:or benched 'd-s shown on the attached Plate'A.
Benches shall be cut to a- firiii competent soil condition. The
lo'Wer bench shall be:at lea,st. 10 feet Wide and all-other benches. at. least 6 feet wide.. Ground'slopes flatter than
20%1. sihall be.benched when considered neceSsary
by the Soil engineer.
FILL I'WfERIAL:
Materials placed in the fill shall be'approved by the soil, engineer and shall be free of vegetable matte
r
a
n
d
-
o
t
h
e
r
d ol e ce ri o u s substances. GranUlar soil shall'contain suffic-
ient, fine material. to fill the voids. The difinition and disr)oslcion of' oversized rocks, expansive,and/or detrimen
t
a
l
'
.
soils are covered in clic- special provisions. Expansive
soils ) s.oijs of poor graduaLion or strength characteristics-
m y be thoi~oughly mixed with ,other soils to provide satis-a
but onl' licit c onsent of,,, I 4ctory fill material Y wich, the ex P.
the soil ',engineer.
COMPACTION OF FILL: PLACING AND.
,,'Approved material shall be placed in areas prepared to.
receive fill,.- in layers not t o, exceed s~ix inches in compacted
thickness.. Each layer shall-have a uniformmoistupe ciontent
in the. range that will.allow the.-compac.,tion effort to be
1-~degtee of. eft ici,ently applied to achieve the specilf iec.,
compaction~.to a minimuti-i specified-dens'ity with adequately
~sized eq4ipment, either specifi.cally.designed f or soil
compaction.or of proveireliability. The minimum degre
e
o
f
~
COMPaccion to, be 'achieved is spe6if ied in either the special
provisions, or the recorraiiendations contained in the prb
l
i
m
i
n
-
tigatibn report. ~soil in.ves
1,ield'tes t s and inspection to check the degree of'-conip4ction L
of.the f i`,11 vill be talcen'b' the soi'l'engin'eer or his y At,
representative. The location and frequiency'of the tes,ts shall be at the soil engineer's.d.iscretiqn'. 'In general, the, den s,-.L c y cests will be made at an interval. riot exceeding t o feetin vertical rise and/or 500 cubic yards Of Cmbankment.-
'SEASON TIMITS
Fill 'shall not be placed during unfavorable,weather con-
dit.ions'. When worl( is interrupted by ~-ieavy rain, filling
ari OPL itions shal:L not be resumed until the proper moisture'..
cont:ent and density of che 'fill has been achieved..':'.Damage
..,'Der.rdmencally expansive soil is defined as soil which will
Swell mo,re'than,3 percent of ,the original sahpl,e thickness.
"The expansive pqtential i-s.deteraiined.by~allowing..the mat-
prial, remolded to 90% of,irs maximum dr density, to swell y
-3 t -brought into contact
agaiLl. a surcharge 6f.15G.psf when
with water.',the expansion c) f the sample is deter,mined.,by
mea,~Liring the sw6l.1, ftom air-dry to saturated condl-tions.-.
Oversized fill material is defined-~as rocks or' 'LumpSL oVer six.,inch-es in diameter. Ar. least 40 perc'en.t of t1pe fill, ~:,s 0 1. 1 s h~t I I 1),ass througi-i a No. 4 U.S. StAndard~ Sieve
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CONCRETE STRENGTH -A TWENTY EI CHIT --DAYS' 00CDC-) PS I ~'E N
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ENTERI SPAN NAME,LCAU TYPE,,LOADQISTANCE
4. 0, U- .15 - .01.47.
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SPAN L--SHEAR7-R L-MOMENTSA MA&POS LOICATIA
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nL" ICINTS PINNED
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'ENTER: ZTEMI CE OR' VALUES
n
T"415.3
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1700.00 KS~I.
SPnN! DEFLE CTION- TRATION 1 VALOE:-
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SPANS
ENTER: NAMEKENGTHIREL 1
TQ5AL -1 0 SPANS
LOADS
ENTER: SPAN, NAME LOAD: TYPErLCAD V DISTANCE
YWHAT NEXT ?-6S
RE5ULTS
APAN L—SHEAR-71 - L-MOMENTS-0 MAX POS LOCATION ,
2.26 3.48 ons 0.0b, lt.52 V0Q
ALL jOINTS F 1NNED.
1WHAT NEXT ? 33
WHAT. ? LOADS
LOADS
LOAD -A2%!ST
I UNIF -~-0.05
.,POINT 402 S.00
POINT OISS 11100
H A T NEXT ? 22
REVISE WHAT ? LOGS
WER! SPAN=ME,L0AD lYP&LOAD&ISTANCE
:U .0KA 2,3 S.0 P,085 110
WAT NEXT,?*67~'
ZNTZR: 1TACE QR 1 VALUES
S7S.3
NEXT i-ES.
DE7LECTIONS
E' wo Kai Asoo
w-SPAW DEFLECII00 LOCAT MN 1 IYAMI
i o.s4 moo MAO 1
WH.,AT7 NEXT ?
AXITY iWEX -'G T~~CTZ 7 —S (f Vo=-
SPANS 6T. E67ER: ,
:NAME,LENSTM,REL 1 1~
6
TOTAL- 1 SPANSz
LOADS
ENTER: $PAN NAMLOAD TIP&LOADVIVANCE
U .092 p 4354 3.5
WHAT NEXT ? 66
RESULTS
s A ~' ,. ! I JAX POS' LOCATION L S E AR, -R -"-f-lCMENTS-j . '
0.41 =5
~L~ jOINTS PINNEO
.HAT NEXT ? 1V
RAME WHAT ? LOADS ,
L C; Al 1~
E-.~-40R SPAN BOOM TYPOLOADMISMNC E
U P .112 2.5 ~.'04
L~ HA T NEXT 97
~ENTER: MAMCE PVM -+~YPLUES .
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1 SS.3ZES
~~'-;AT NEXT 7
1700.60 KSI
SPAN JEFLZMIGN .,LOCATION L 1 VALUEA
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OMSTNID AXIAL AND FLEAUNAL AWAY VESIG'
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11 /?l /78
LEUCADIA COUNTY WATER DISTRICT
AP-PLICATION FOR SEWER SERVICE
ris Name 6
.
PartnersbiD Phone No. 2q2-S22~ ;
Md,iling Address Q14. ja Reqla
Can ~'Dipqn,- CA 9212
Service Address: 261A 0hplisro Place-
Tract Description: 116t 668. Meadni 04
Assessor's Parcel No. 215-470-27
SEWER PERMIT ISSUED UPO~
RECEIPT OF BUILDING PEWIT.
BU:LDING PERMIT'MUST BE
APPLIED FOR BY
Building Nd. Units Connection Fee $ s f
Size: 4" 61' 811 Saddi
7
e Easemen t Conhection (pre-pd 200.00.)
Extra Footage: @ Extra Depth: @. $
Lateral Fee
T~pe of
La tera 1
Amount Rec'd
Ck. No/Cash
Date
.Rec'd By
The application must-be signed by the c
the property.to be served. The totalt
time the application is submitted .
Prorated Sewer
Service Fee
Total'
ier (or his authorized representative) of
irges must be paid to the-District at the
if a service lateral is required, it
District. The service lateral is th
the main collection line in the str6
or near
'
the applicant's property lin
the Applicant's building sewer. The
at the applicant's expense, of the s
cant's plumbing to the point inthe
to the service lateral.
Oill be installed by the Leucadia County Water
part of the sewer systein that extends from
(or easement).to.-the point in the street (.at
where'the service Tateral is connected to
applicant is responsible for the construction,
wer pipeline.'(building sewer) from the appli-
tree-I., (or easement) where a connection is made.
The connection of the applicant's b ilding sewer to the
'
service lateral shall be
made by the applicant at his expens .. The conn
'
ection must be made in conformity
with the District's specifications, rules and regulations;'and IT MUST BE INSPECTED
AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT.
THE APPLICANT, OR H.IS AUTHORIZED RE RESENTATIVE, MUST NOTIFY THE'DISTRICT AT THE
TIME INSPECTION IS DESIRED. ANY CO~NNECTJON MADE TO THE SERVICE LATERAL OR COLLEC-
TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED
INVALID AND WILL NOT BE ACKNOWLEDGE
The prorated sewer service fee is a sed upon the date the District estimates that
service will begin and covers the ba lance of the fiscal year. There will be no
.additional fee or refund if service
'
actually connences on a different date. For
succeeding fiscal years, the sewer service fee will be collected-o'n the tax roll I
in the same manner as property taxes.
The undersigned hereby agrees that the above information given is correct and agrees
to-the conditions as stated.
9,11 01
Own 1~~id ature Accou
7. /-0~1