HomeMy WebLinkAbout2730 ARGONAUTA ST; ; 83-397; Permit.~.~~ ~~. ~ DECLARATIONS
' LENDER WORKER'SCOMPENSATION OWNERIBUILDER CONTRACTOR I1 II In
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White - Inspector Green - (1) Finance (2) Data Process, Yellow ~ Assessot
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Pink -.Applicant Gold --Temporary File
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ANN 1.146 DFPARTMENT 7
3NE : SCI~IOOL FEES: SAN DIEGUITO SAN MARCOS w
ENCINITAS CAKLSBAD
"UNITS REQ'D: PROVIDED:
% COVERAGE ALLOIL'ED :
PARKING SPACES REQ'D: PROVIDED:
BUILDING HEIGHT REQ'D: PROVIDED:
FROKT SETBACK SIDE SETBACK REAR SETBACK
ALLOYED : I
PROVIDED:
INTRUSIONS: **
RE-DEVELOPMENT APPROVAL REQ'D:
.. , .PROVID*
, LANDSCAPE & IRRIGATION PL.4N COMbIENTS:
ADDITIONAL COMMENTS: "
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0 APPLICANT COPY
a PLAN CHECKER COPY
//Sublit fully diunsiond plot plan drawn to scale ahwinq location aim, and use of a11 existing and propoaed structuras on the lot. Identify proparty lines and ahow lot dimensions and all easements. Show location of a11 cut or fill slop.. and awroxiute finish floor alevations for all structures and shw elevations at 411 mrturs. Sac. 302lbl7.
diatsnce frm centsr-line of street or alley to proparty line and distance frm curb to proprty line. sac. 301(b)7
enqinnr or srchit.ct. (California bm ai9n.d by a California State licensed
Buainess and Profmssiona Codel
PlAnSt Specifications and calculations shall
7R.F PROTECTION
Walls cloaer than 3 feet to proparty lines shall be ona-hour fire-rated construction, have no op.ninqa. and shall have 30 inch
parap.Cn when the building flwr arm. excmeds 1,000 square feet on any floor. (Table S-A 7. 1709ta)
more than 11 inches into the 3 fwt setback Projections. including ewe*, MY not extend
from the proprey line. See. 1710 and y. SOlib) nata plana receivd by plan chrcker
Date initial plan check
POR~RDI PLEASE READ timber or of non-combustible marsrial if they project into the 3' antback area frm Plan check is limited to the proparty Iinm. Sac. 1110 conta1n.d in the Uniform Building Code. Uniform
Electrical Code and stat. laws regulating energy Plumblnq Code. Uniform bmchanical Code, National
conservation. noire .ttenuation and access for the handicapped. The plm check ia baaed on rcqulat~ons enforced by the Building Inspection lepartmmt. You may have other corrections oared on laws and ordinances enforced by the Planninq Department. Engineering Department or other d.p.rtments.
The items circled bela need clarification, modification or chanqe. AI1 circled items have tc be satisfied before the plans will be in ccnfarmanc. with the cited codas and requlationa. P+r Scc. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state. county or city law.
detector.. sac. 1210
c. ROW mes. LIGHT. VENTILATIONS AND GLAZING
.
a minimum of 5 aquare feet. area muar be 1/20 of the
rooms. Minimum ia 1.3 sq.ft. (Sec.lZOS(a) - . PUNS In bathroou. laundry rooms and similar
Please make a11 corrections on the origins1 tracinqa and sublit two nw sets of prints, rquired windw area must
Provide ncchanicat ventilation capable of Providing five air chanqea p.r hour in bathroous. water cloaet canpartmenta. laundry cooms and similar cooma if required windows TO faalitace rechecklnq. please identify, nexf to each circled ltem. the sheet of are not provlded. See. 12051a1 the plans upon which each Correction on this sheet has bean made and return this check sheet with the revisad plans.
Indicate on plana the name of the legal
the preparation of the plans. Sec. 102(b)
Yo habitable room. other than a kitchen. shall be lerr than 7'0' in any dimension. Sec. 12071~)
show that ceilinq haiqht for habitable /' cvner and name of Perron responsible for rooms is a minimum of 1'6". Sac. 120:(a)
- ..
33. show ceiling height for laundry room, 0'
hallway.. corridors. and bathrooms ia a minimu. of 7'0'. Sac. 12071.1 a. Provide handrail for steineya over 30' high when serving a single dwelling. Title 24. Sac. TZS-221b)
nosing of traada. Sac. 13OSfjl
14. Provide 10. clear width for water do-et eolpartmmnts and 21. cl..rance in front of water cloaet. Sac. llllfb)
b. Nandrall shall be 30. to 34. above the
35. Yo cooking rwI shall be uad for sleeping purpoaea. unleaa 6o.plyinq as an efficiency living unit. See. 1208
Every stairway landinq shall have a dimension,
Sac. 1711 iflfgl A door my open over a stairway landing
not reduce th. clear area of the landing. prov1d.d the door. in any position. doas
in the dir-etion of stairway travel. to leas than one-half the r.gu1r.d width of StaiNmy. Sac. 1305ig)
A door my open inward at the top atep of a atainay providd the top atep ia not
open into the yard. See. 1206fdl Provide detail. of winding atairway.
a. nini8um tread' ia 6 inches at any point and minimum 9 inchea at a point 12 inchea from the aide of the StaiNay.
b. luximm ria. is 9 inchea.
a elear height of 7 f.etr above and belw.and muat have 651 of the long aide open to the c Minimum width ia 10 inches. 9.6. 11051dl
/r- belor. / iau attachdl P The loft you show doe. not comply as rerranin. floor and is, by Building Code definition, a atory
r/. Provide apiral atainay detail.:
a. Minimum run is 7 LIZ inch.. at point
b. Saximum ria. is 9 1/2 inchea.
from where the tread ia the narrowst.
Provlde I.C.n.0. Reeaearch Report and Sumbe= for metal atairnay. or sutmit plans and calculaeiona and appr0v.d fabricator rqiaterd with the Building hwrwnt or note that the atainay fabrication shall
approvd fabrication plans. Sac. 306IaI1B b. done under apecia1 inspection per the
~nd see. 306Ifl
.# 1/4 hour fire-rat.d aea.mblie1 far all In bulldinqa over 2 stories in height, provide
owning. in the oxtarior wall below or within 10 feat horizontally of an exterior atair- . An exit balcany with 2 separated is exmot. See. 1105
, tb. 3 foot r8thack from :h. property liner. staimws shall not project into
5.5. 1305fn1
Wall1 and SOffits af tb. enclosed USablQ soace under interior stazrs shall be protuted
fira-r.sirtive Construccion. Set. 31051ml
.*idbum construccion sp.cifiCatiOns shall be made 1 p.rc ot the approved plans.
Show I 3/8* solid core adf-closinq door for op.ninqs mtween qaraqe and dwllinq. See. 503ldl
Glraqes are not pmmitted to open into room uaed for sleeping purpaaes. Sac. 1104
' l/Op.n)nga bmcween cupart Jnd residence
- .. on :ha WlClOled side as CQqulred for on.-hour
15.. atCaChedl I r.quLre self-cioainq doors and scJtionary 4"" rrindowa. Sec. 1211 shw qaraqe fruinq section. sire Of huder over qareqe opninq, lateral croaa bracing at plate line and authod ot brJcin9 Taraqe front. Chapter 23 spmcified. Specity minimu pitch of
the difference in floor elevation b.eween
7 L/2 inches and provided the door is not uaed aa the primary man. of wreaa from th. buildinq.
If the difference in floor elevation excnda 7 1/2 inches, or if the door ia used JS the primary man. of egresa from the buildinq. additional stepa or landing muat b. provided in accordance with seaismay raquirenenea.
mat.rzals not covered in UBC. the dwllinq and qaraqe doe. not exceed
Specify roof slop. for drainage or deszqn
? . Show roof drains and ov*rflws. S.C. 1a07(.1
to Support aCCUmU1Jt.d WaC*C. S.C. 3207i.1
' $ Pfovide skylight details to show compliancm wtth Secclons 3101 and 5207 or provide ICBO
I' approval number.
PrOVid. plJatiC CWf Pnel details t0 lhor Jnd the door must not swing over thm depreasd CQpIiance with section 1206 or provide l.v.1. 11.. 33031i12 Jnd 1305 iq). fCM n-.
hW JCtiC WUtilJ attic area or 1/100 of JCCiO it JC least ia at ~JSC 3 e-
/~." 7.~. 8. lusonnr
0s. Provide fireplaoe COnstNction detJils Or not. COnStrUCCiOn tO be per attached fireplace standard drawing ... .",. % .. .
with See. 1002. 4 . Submit soils classification determination
reqardinq tias an by a licensed enqineer or architect baad
joints or note co on observation. teats, borinqa. or excavetiona.
sheets 10-1 or 30 and concaininq comments on the dqru Of exP.naiveneaa. compressibility and bearing
Show helqht and construction details ot value. 5.5. 290s
a11 masonry walls. Chaptar 24 . NOC~ on :h. plan the soils classification. whether or not th. soil is expansive. and J epi Note that cI.uout / Jt Che,bottOm Of nore the .llWeblQ bearinq value. 5.6. 290s
_/ over 4 in a sing
1 sac. 211s be sealed before q
Provide notes on the foundation plJn Iiscinq the soil. r.port recOPUndJtions tor toundationa. slab and buildinq pad prmwration.
Not. on the foundation plan that .Prior to the contractor requeaeinq a Buildinq Deparcmnc foundation inapestion. che
Official in writinq chat% soil. enqinmr shall adviae the Building
I. the buildino Dad waa ~re~ared in Jccor-
2. the Utility trenchea hJVe been prOp.rly dance with ihi soils iepbrtr
backfilled Jnd comoect.d, ahd:
Show height of retamed earth on all foundation wails. Chapter 21
Show distance of foundation to mdqe of cut or fill slopes and show sta.pn.sa ad h.i@tr of cuts and fills. Chapter 29
Not. on plans that wood shall b. 6' above finish grade. Sac. 24ll(cl 1.
Show double joiata. rloor Joiata ahall b. doub1.d under bearinq partitions NMinq parallel with the joiata. S.C. 2518(dI S
WILLS-MINIMUM REWIRENENTS
1 fl. Show double top plate with minimum 48. 1
2
14 8 6 8
170. Show nailinq will b. in compliance with 18
18
7
10
13 24 8 10 3 8 8
12 lap splice. sac. 2s18(ql4
Table 23-P. . Provide fire atop. b.twen atoriea. btmn
""f.o.~.nbwd.faml.l~.nd top atow and root space. at ceilinqa and floor levela in interior and excerior
Tb. pouad tlu b my b. -rum 10 Ih Cln..,.. d thr wall.. in punaard ro~t or eyabcw ao no concealed or furred space ia greater than
stair atrinaera at COD and battol and 10' horironully or vartically, b.tween
A
SON:
1- shall b. I quid D smioa ZWl tat.
tap d uu Lcalm'.
htmn atu& along aid in Line with stair run adjoininq stud walls and partitiona. at parinter of alidinq door pockets.
or incombustibles for the fire atop and between chimney and wood fru. uainq MU1
. at other p1ac.a that could afford paaaaqe
)d Show stud size and .pacing. xaximum allow-
Of flur. sac. 2511(fl
abl. stud hmiqhtar 2'x4*P !6* is 14' l.x4~C2.~6~9 16.0.~. is 20 . 5.6. 2
for q1u.d laminated'vood mmb.rr shall
C. 2112(fl
Show adequate fwtinqs under all 1h.u
a11s. Sec. 23111e1
than 1:lO. See. 290l(cl
Show minimum 18' cI.arance from qrada to bottou of floor joists and rmimum 17'
snear ralls, floor and roof dArphraqms. Indicate requir-d blockmq. Xamtain maxmum diaphrapa dimenaion ratma. /clrArance to bottom at girdera. See. as17 . 1Tabl.s I,J,XI.
siza, spacing and depth into ndisturbed loll. Table 294
w minimum under floor accaas at 18-x 24..
Shw minimum under floor ventilation aqua1
of exterior foundaion with opninqs as to 1 1/2 rq. ft. Cor each 2s lineal feet
close to comars 4s Dracticable to provide cross ventilation on at leaat two approximate- ly opporlt. rides. See. 2S17
/ $ shw 1.~4. or 2.~6- stud. in first ator1 of three .tory building. 5.5. 2S18(fl
1 Provide Vuas detaila and truaa calculationa.
Provide roof truinq plan. See. 102(a11
Provide fruinq sections throuqh
/ saction 302:a1 7
spuify a11 harder size. for owning aver 4' wide. Sac. 2S11(ql 7
?a . how locatron of attic access with alnimun )#/ Show acceaa to the attic or under floor
siz. 22- x 10.. S.C. 120s furnace to b. minimum 10 inchas by 30
in excess of 1,000 sq.f:. Set. 1205 &k. Xote that waa.q.w.y to :he attic furnace
show draft s.paration.for space between shall be unobstructed and have continuous
dr0pp.d ciilinqr and floor above in excess solid floorinq not lea. than 24 inchea
of 1caoo sq.et. S.C. 2s17 wide. Sea 701 UEE
Sp.cify plywood qrade and panel indenci- liqhtinq fixture contro1l.d by a switch
.ration for attic area. inchea. Sea. 701 L 709 OK
Show pentanent electrical outlet and
,ficatzon index. Table 2s-J / for the attic furnace. SeC. 708 UMC
men roof pitch is lesr than 1212. design rldq. as a beam. Sac. 2518 lh) for furnace under the floor, Saction 708 for attic furnace. or Section 710 for
mod shear wells shall not ba uaad to resist horizontal forcea contributed by
roof or outaide furnace.
masonry in buildinpa OV-2 one atory in No-anta and non-conbuatible
height. Sac. 2Sl6lb) pipinq paaainq throuqh three floors or
Gypsum lath and plaater. qypaum sheathing
lea. ahall be effectively draft at0pp.d at each floor or ceilinq. MC Sac. 11061aW
board and qypaum wallboard shell not be
eonatructzon. Tabla 41-1 forces impred by nuronry or COnCretm All rirrnq shall comply with th. National EhCtricA
If cripple wall stud. are lesa than 14.. framinq shall be solid blocking. Sec.2S11lq16 Note on the plan the amp.raqe of e1ac:rical service. Cripple wall studs exending 4 2-t in heiqht shall be I inch by I inch or 2, - 15 the electrical installation is more
inches by 6 inches when supporting 2 storielr than 200 amp.rea. show panel location and provrde a sinqle line diaqram and Sac. 2Sl8lq16
a. Uirinq method employed. b. Size. of all conductors. switchea.
detail. to ccinply with Section ,709
"
Ired in vertical diaphrapa to re1i.t 1. ti0nal mutrica1 code1
esheathinq over axpoad uvea. - _._ ~. "..\ - load calculationa includinqr
circuit breakera, fuaea. and conduit.. C. ApprOXiMt. Ienqth Of SeCViCe f*.d.rS.
line on a11 .xtarior atud WAlh to be d. Provide plot plan shainq a.rvicee. a11 panel locationa. circuit arranq-nt and load diatribution on panel bu8.e..
Gvellinqa rwuire minim- 100 up service.
Sha location bf a11 e1ectrica1 r.c.ptacles.
Electrical rueptacle locationa and/or spacinq ia not adquaee in TWO OP bt. "'JmjaOoe ~'UcU$Uue~m~u~c~~ .
outdoors, in basements and ateached garaqea. At lease one r.ceptaele shall b. installed
Ridpea. hipa. and Valley$ shall b. at Other than laundry Outleta. Ar:. 210-2Slb)
rafterr. Su. ZS18lhl 1 least one size larger than supported Show mmimum dwellinq liqhtinq OIEC
Provide mt.1 straps acrosa ridqe beam Art. 210-261aI and GPI'S in qaraq., baths
and raftara. Note ,'UfCR" qround EO b. pr0vld.d (NLCI.
tUCCd. 5.5. 47061.1
*per undmr wood sidinq. See. 11011al Provrde an appr0v.d waterprwf building . Provide typical panel ach.dulels1.
Speeify an appr0v.d flaahinq for exterior p.ninqa and parapet -11.. Sec. 3201
Show corridor wdth to be minimum 36'.
Sp.crfy trwa layout for 10. x 10. attic
1101lbl
and OUtdOOrl. NEC Art. 210-8iAl.
J. KCCHANI- Art. 2so-11
A11 heatinq, ventilatmq, and coolinq systems and appliances shall comply wlth the Unrfol'lll
mCke43 - L. PLUWING IrmifO" Phubi"0 Cod.) I -
AI1 plumbinq shall omply with the un~fo~
Show source of cornaustion air for furnace v~ll comply wlth Chaper 6. U.X.C. ha water heater aize, type and
heatlnq faCilit1.s capable 03 maintain- rnq a room tmperature of 10 P. at 3 Ceet above the floor in All habitable cooma. Show baais for compliant.. UK.
Show minimum 10. deep un0bstruct.d working *paca in front of Cumace.
inq Code.
ocat&on on plana.
rue1 corbuation water heater shall not be inatallad in bth or bdroom or in a Cloaet op.ninq into bath or bodroom. Sac. 1309
Show T And P valve on w.t.r h.ater show route of diacharg. line to .xt 10011.1
stairway. S.C. 104 UEE
Pdrnaee mall not be installed in my bedroom. bathroom. closet, or in e0nfin.d IPaC. w%:h ACCSsS Only through such room, unless rptci:ied as dx.ct vent applunc., anclosed furnac. or electric heatlnq sppluncm. sac. 104 OMC ' ____ Sh0w.r 1ta11 shall acconodate a 10.circIe
at ]ob site and Provide approved rnrtallation inrtructlona
i
..
..
:s ,
portions ot the dwallinq, and the arm. Spuify the gross floor area or heated
of q1ar.d oprrinqs on the plu. lT2O-1430)
gross floor =.a. Shw wthod to caduca the single glared =ea b.yond 16% of the
heat loss to that which wuld occur with bAsIC qLazing. lT20-1bOZ.dmf.l
Provide energy, ualysis to show that the bannet capacity of the qas centralfurnace doas not .XCM the building design heat Loss by more than 30%. (Exc~ptionsi
California Efficiency Adjusm.nt.1 T24-1401 b8.000 BW Hr. output furnace. See also
Provid. an analysis juSClfying inCCeASin9
YOC. en plan that a11 cranvarse ducts. plenums. and fic:ing joints of WAC Systm shall b. sealed with pressure sensitive tspe or mastic to prevent air loss. T20-1404
s!Xsi
The plans were revid basad on the intocmAeion shom on
the ptaru. IC the plans are in error. or ch.ng.d during
construction. the wdttee sh.11 contact the Building
Deparmnt for
with the work,
0
0
net. I
Building plans would b. substantially Correct
and complete if minor corrections are nmdm
at counter.
D.t.1
plan ruheck. by plan check
ildinq plans rwire major cocrections and
enqineer. la rwired.
.
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Catel ${@ Jurisdiction c-
0 Bldg. Dept.
VALUATION AND PLAN CHECK FEE [11 Esgil
PLA% CHECK NO. a-377
BUILDING ADDRESS gmo k%"&
APPLICANT/CONTACT PHONE NO. 7s4/9yc
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION ~~Z~~~~~O~H~~~NE
/I
Air Conditioning Commercial @ 2.80
Residential @ 2.40
Fire Sprinklers @ 1 .so
Total Value
Res. or Comm.
DEVELOPMENTAL SERVICES
0 Assistan; City Manager
(714) 4385548
CARLSBAD, CALIiOFNIA 92008 1200 ELM AVENilE
\I (714))43865%1
0 Planning Depytmsnt RESIDENTIAL VALUATION CHART. EFFECTIVE 7/1/83
SFD DETACHED 4557 x $52.00 23L yhq
.. I
APARTMENT HOUSES & ATTACHED SFD
GARAGE AREA 7sq x 12-00 9 /L?J
CARPORT
COVERED PORCH 20 Lt x 4.75 Y6 9
COVERED 'PATIO g3 6 x 4.75 - 3 p 7/
BALCOrJIES/STAIRS/DECKS
- x 41.00
c
X 7.00
c_ X 8.00
FIRE SPRINKLERS 'X '1 -53
RETAINING 'VIALLS X 9.25
POOLS x . 20.00
SPAS X
AIR CONDITIONING X - 2-40
ICIBILE OR NODULAR ON S.F.LOT
(1/2 of BLDG. PER FT) X
TOTAL VALUATION (;r s/; 5/2
,/
SA4 MARCOS ENGINEERING
380 Mulberry Or. Sulte 8 Civil Engineers
SAN MARCOS. CALIFORNIA 92069 (619) 744-0111
August 3, 1983
Mr. Steve Lane
Vista, Ca. 92083 P.O. Box 2283 co5
SUBJECT: Preliminary Soils Report Proposed Residence-Amato,
Dear Mr. Lane,
/
Enclosed is our report of the preliminary soils investigation performed on the above subject property as per your request.
proposed foundation system. It was undertaken to provide preliminary information for the
The generalized soils profile at the site can be described as light. brown to tan, dry, compact to very compact, fine Silty Clay with fractured rock in the upper stratum overlying some shale and
drilled (6 to 9 feet below ground surface).
limestone rock which are rippable upto the depths that we have
In our opinion, the existing site soils can safely support the proposed house with soil bearing footings with the recommendations
that rock blasting may be necessary to attain the desired finish indicated in the enclosed report to be followed. It is possible
grade shown in the grading plan.
If you have any question, please call.
Very truly yours, /7
PRELIMINARY SOILS INVESTIGATION REPORT FOR PROPOSED RESIDENCE
AMATO-Lot 17, La Costa Estates, Argonauta Street
DeSCriDtiOn
The site is located in Argonauta Street, La Costa Estates in Carlsbad, California, specifically Lot 17 as shown in the La Costa Estates Map.
The site is on a mildly sloping terrain. Calculated slope is about 14%. Loose fractured rocks are found in the area of the project. Also some miscellaneous fill exist at site.
The proposed structure to be constructed is a single family 2-story house frame and masonry.
ScoDe of Work
Our scope of work consist of the following:
soils sample and the procurement of samples. a. Preliminary soils investigation to include drilling for
b. Perform the required tests if necessary.
C. Prepare foundation report and recommendations.
Subsurface Emloration
was used in the subsurface exploration. A continous-flight auger drilling rig mounted on a %ton truck
Four holes were drilled at the site, the location of the holes are shown in Plate 1 of this report. The depths vary accordingly as to the depth of rock encountered.
Findinqs
Plates 2 to 5, inclusive show the boring logs of the soils encoun- tered at site. Boring B-1 indicate light brown to tan, dry, com- pact to very compact Silty Clay, some fractured rocks. The depth of rock encountered which appears to be impenetrable is about 8.5' below the surface. Borings B-2, B-3 & B-4 appear to show the same
stratification as boring B-1. The depth of bedrock appears though to be of different depths.
Throughout the 4 borings, fractured rocks were encountered. No free water was found in the borings.
The existing soils appear to be expansive slightly.
Some miscellaneous fill dumping exist at the site.
Conclusions and Recommendations
Based on our observations of the subsurface explorations soils and the soils in the area, it is our opinion that the existing soils can safely support the proposed structure with soil bearing
however, during the design and construction. footings. The following recommendations need to be observed,
in the determination of the footing widths. It is recommended though 1. The allowable soil bearing pressure of 1500 psf can be used
that perimeter footings should not be less than 12 inches in width.
both ways. The bottom of footings should be at least 24 inches Isolated footings should have a minimum dimension of 24 inches
below finish grade.
2. Perimeter wall footings should be continuously reinforced with 244 bars placed 3 inches above bottom of footing and 244 bars placed 2 inches below floor level. Isolated footings should
be reinforced with 344 bars placed each way.
3. All concrete slabs should be at least 4 inches thick and reinforced with welded wire mesh. There should be at least 4 inches of sand and vapor barrier below .the slab.
wetted to at least 1% above the optimum moisture content. 4. Prior to pouring of concrete, all subgrade soils should be
build up the pad. The fill should be placed in 6 to 8 inches lifts 5. The existing soils at site can be used as fill material to
and compacted to at least 90% relative density. The maximum dry
at 12.5% optimum moisture content. density of the existing soils have been determined to be 120 pcf
6. Prior to buildup of fill, the existing ground surface have
to be scarified, unsuitable and deleterious materials removed. the existing soils need to be wetted prior to receiving fill.
.-' 7. The existing miscellaneous fill have to be removed and
carted away from site.
8. It is recommended that the depth of cut should not be more than 5 to 6 feet below existing ground surface to avoid the
bedrock surface as indicated in the boring logs. need of rock blasting. This is based on our encountering the
If you have any question about this report, please call.
prepared by: 6q$fh
BORING FOR
8 Am~h Per, 2 cmce -A G.rA
CONTRACT NO. PURPOSE
Blows Blows on Sample Elev. on Spoon tor 6" Log Material & Remarks
t7 Casing Penetration ~0.1 ~epth
CONTRACT No. PURPOSE
Material 6 Remarks
I I r I I I
~~ ~
CCIJTRACT NO. WRPOSE
Blows Blows on Elm. on Spoon fa 6' 6 Casiw Penetration
LOQ Materiel 6 Remarks
I I I 1 I I I I
I I I I I I I
.. .-
SAN MARCOS ENGINEERING PLATE! 5
I I I I I I
$1.- .
PROJECT DATA SUMMARY Form 1
rn
r : Form 2
Form 3
P: i I, 3.
6.
7.
h
3. '5
. . -.
. .' *-
. . HEAT TRANSFER COEFFICIENT
PROPOSED CONSTRUCTION ASSEhlBLY Form 3
i VENTED ATTIC
List of Conrvuclion Cnrnponmu
1. 0.5" gypsum wallboard
I,
2. mineral fiber insulation
3.
4.
5.
6.
1.
a.
C.ed one: Inside Surfa~ Air Film
-Vl'all , Outside Surface Air Film
Weight lbm/fr2
Xrriling/Roof
Floor
R
0.45 -
0.67
"..Is.
. : ..
A
HEAT TRANSFER COEFFICIENT
PROPOSED CONSTRUCTION ASSEMBLY Form 3.
6.
Ciecx me: ;nslde Surface Air Film
-'.Wall Ourside Surface Air 'ilm
Weighr 1 b,/fr2
.I7
"..fl"g
Form 3
Check me:
R
- 77
22.sq
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COSTA REAL MUNICIPAL WATER DISTRICT
PHONE 438-2722
5950 EL CAMINO REAL
PLEASE FILL OUT & SIGN. APPLICATION FOR SERVICE
PLEASE RETURN IN THE ENCLOSED ENVELOPE TO CDNTINVE !IATER SERVICE.
APPLICANT OR TENANT: I' ,,< , <' ." "" , ' 1, . - ,. , - . ,I -/, , -
! c.. /,/* ,, (,<." SERVICE COST
SERVICE ADDRESS: >?'' / :: C-' ' .' .'," .. .- ' ./ Domestic I
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7
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/I MAILING ADDRESS: L"
FOR BILLING. f, [ :, /:. c
i : , ,, I :/L_-I- ,' i'..f,,;i << " ,.: -" . Agricultural Q .. . i/c
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51-7"1. .-t., 7Lc:' , 3 , <" 725 /> 'G' Construction $= -~
City State Zip
PHONE NO: .,;/ .>/I ,- _. qh-7 i" " Industrial b
PROPERTF OWNER: L- .. ,i:*''-, ,.,; (/.i.". Business $
MAILING ADDRESS: -dd //c& /' Fire s
"""_"""""""""""""""""""""""""""""""""""""""""""" ................................................
CUSTOMER PLEASE READ:
Rates and charges are fixed by Resolution. All bills shall be due on mailing.
If any bill remains unpaid on the fifteenth day following the mailing of such bill, then
there shall be added a penalty of ten percent (lo%), of the amount due on such water charges for every thirty days that the delinquency continues.
If ;he bill remains unpaid the Manager may cause the water to be shut off from the premises
where the delinquency occws and will remain shut off lintil all bills, including penalties
an@ reconnect fees, are paid (Reconnect fee $10.00). (Ord. 26, Art. 11, Sec. 7 81 Ord. 26,
Art. 111, Sec. 10). / .q
A ready-to-serve charge of $ shall be charged monthly for each meter connection in
addition to all other charges.
whether water is used or not, until the District is notified that the.property is onoccupied If an establishment becomes vacant, the ready-to-serve charge shall be charqed to the owner
and requested to shut off the service.
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The District shall not be responsible for any damages to any property, its contents or any
appurtenances, resulting from the shutting off of water. -,I r . 'L,,
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Signed 1-: '. .'. _' , , :', ., I '7 Dated; f ,,& Applicant/Owner I'
LEUCADIA COUNTY WATER DISTRICT
nnnt rrnrrnht CAD CCL~CD cco\rrCE
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Owner's NaRe - DiaGe M. Amato 271 5 Abedul
I - Phone No. -
lilai 1 i ng Address - Carlsbad, CA 92008 619-438-4025 -
- .) - -=====mN
Service Address: 2 7 3 0 f,:&.&, ,zwxcL
Tract Description:
Assessor's Parcel No. - * - /7 -
Type of Building F familv No. Units 1 Connection Fee $600.00
Lateral Size: 4" - 6"?" - - Saddle - Easement Connection (rpe-dp 2oo.oo)
Extra Footage: - a$ Extra Depth: @$ 4nn MI
-4"
il lnt 771 MPadnwq #4
-
Lateral Fee
Prorated Sewer
Total Service Fee
$soo.aa.. , I
The spplication must be signed by the owner (or his authorized reprosentative) of
the poperty to be served. The total charges must be paid to the District at i!te
time the application is submitted.
District. The service lateral is that part of the sewer system that extends from If a service lateral is required, it will be installed by the Leucadia County Water
th2 main collection line in the street (or easement) to the point in the street (at
or near the applicant's property line) where the service lateral is connected to
the applicant's building sewer. The applicant is responsible for the construction,
at the applicant's expense, of the sewer pipeline (building sewer) from the appli-
cant's plumbing to the point in the street (or easement) where a connection is made to t!le service lateral.
The cormection of the applicant's building sewer to the service lateral shall be
made by the applicant at his expense. The connection 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 HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE
TI::E INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL Ok COLLECZ ~
TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIiJERED
INVALID AND WILL NOT BE ACKNOWLEDGED. I
The prorated sewer service fee is based upon the date the District estimatx that
service will Fegin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually comnences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll
in the same manner as property taxes.
The undersigned hereby agreesthat the above information given is correct and agrees
to the conditions as stated. I
LOG. NO. ## 15
SAN F.wEccs IJNIFTEI SIXCOL DIS'RICT PIWFLT SERVICE AVAILABILITY LiTE3
(Applicant fill in - print legibly)
Address: 2 7/g &bcDoL st ., APPLICANT: Z'anc m . 4m&o Phone NO. 438-40.3 S-
mNm: Phone No.
Address :
pRoJE(JT DESCRIPI'ION hoject Address/Location /3roobnb,utcL
F'ruject Name: .UU I
ject located on
( Attach legal description if necessary)
Census Tract No.-??
(check one or rmre)
E Minor Subdivision (TPM)
Major Subdivision (V1) Multiple Family
hbhilehm Units
1. Mer/applicant amees to reconfirm this pro,iect with the issuing schwl district every 6 months
2. Mer/applicant understand that the certification for schwl service contained in this Project
unless such action is not required by the district. District Phone 612-744-4776
Service Availability Letter is no longer effective if the project is disapproved or if the con-
ditional project approval (subdivision, pennit, or other conditional use processes) expires.
3. The information I have prov
APPLIW'S s1mm 3
CERTIFICATION OF SCR32L AVAIIARILITY OR RON-AVAILABILITY SAN DIARCCG UNIFIED SClIcnL DISTRICT
Date: IO DAY YR a
TO: City of Carlsbad
ml: school District San Marcos Unified Grades Served: K-12
1. 0 Schwl services and facilities are carmitted for this nrojrct . StTvices will be available concurrent with project need based on a secured am-emnt with the developer which has adequate financing and clear intent. ?he termination date of the docmnt is: . See attached copy.
2. The undersigned school district hereby certifies that it mill he able to Drovide adequate school services and facilities to the ahve described pro,ject concurrently with the need of such project. Merlapplicant has wid the required develoner's fee.
3. E zhe undersigned schwl district hereby certifies that it will be able to provide adequate
school services and facilities to the above described pmject concurrently with the need of
such project hecause
DISTRICT FZPFE3ENTATIVE'S SIGVAm Date July 25, 1983
744-4776
Application for Grading Permit ,":
$7 $ I ; ?.- .+ ~ . I/.--. PE NO.
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r'n; ,-I :, .- 4 r :> - i '7 _. CITY OF CARLSBAD s'Lv(7. I Vf># 23 / .:'
ENGINEERING DEPARTMENT
1200 Elm Avenue
436.5541
Building Permit Plan Check No.
FOR APPLICANT TO FILL IN
~ Specifications
- Geologic Report
- Compaction report
Drainage structures ~ Other
cut Fill Import Waste
7+ I -?<d 1 FL? 4. All slopes shall be planted per City Code.
Proposed Schedule of
Operations (dates) A.5,A.t . 3
the information I have provided is correct and agree to comply with
I hereby acknowledge that I have read the application and state that
Start Finish 5. All fills to be compacted to at least 90% of optimum
density unless noted otherwise.
.
all City ordinances and
and the provisions and
this application.
Signature of Permittee
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Under City Code Sec. 11.06 170 this grading is: 0 REGULAR GRADING -City inspector will make Inspections isted below.
ONTROLLED GRADING . Private grading engineer shall observe work, coordinate tests, make reports.
THIS FORM WHEN PROPERLY VALIDATED IS A PERMITTO DO THE WORK DESCRIBED
THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD
Type of Constructlom "f0
Person to Contact see Ph. ~o.72.Y- /y7ru
Remarks:
Approval
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