HomeMy WebLinkAbout1808 ASTON AVE; ; AS010017; Permit9/14/22, 3:26 PM
Job Address:
Permit Type:
Parcel No:
Lot#:
Reference No.:
PC#:
Project Title:
Applicant:
Fees($)
140
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AS010017 Permit Data
City of Carlsbad
Sprinkler Permit
1808 ASTON AV
SPRINK
2121200700
0
ASTON VIEW PLAZA
Add'I Fees ($)
0
Permit No: _AS010017
Status: ISSUED
Applied 1/12/2001
Approved: 1/13/2001
Issued: 1/13/2001
Inspector:
Owner:
ASTON VIEWS L L C
4370 LA JOLLA VILLAGE DR #655
SAN DIEGO CA
Total($) Balance($)
140 0
1/1
10-01 ~ED 9:34 CARLSBAD FIRE PROTECTION FAX NO. 7606028561 P. 02
.ff o/ {\~ -c/~~IJ 5 Oloor~7
::~-2-{~s
' -,. • .,, ""' " 4":
CARLSBAD F'IRE ·~ROTE<., TlON SERVICES .. "'
· Permit Submittal Form .. --~ .: : .. -~
A. Check or fiJJ in pertinent infiirm~lip"n, for type t,f pcnnit you are submitting.
AS -Awomatic Sprinklers
Commercial_____ RcsictcJithd
Number of Heads per System:
System# __ l-foad .. s •r----System # ___ Heads
Syste111 # __ Heads ..... , ___ _ System# ____ Hcnds _______ _
System #__ Head8 ___ .. ,. System # ___ 1-I~aus __
\o.J,y) ~ Underground included for apprnval ------
Underground included for reference only ____ _
Ji'A -Fire Alarm
10 devices or Jess
Over 10 d~vices # of devices
Total Fees "15@.ZJl> :/ta,
----
FS -Fixed Systems (Circle One)
Hood & Dl1ct; Halon, Special Chemical /\gent, Standpipe.
Spray Booth, or Appliance. Totul F('cS __ _
fl-Gf cn, (/; ~ ;J;~ 2--ff
There may bee an adc.litional fee of $50.00 per½ hour for F'aikd Inspections.
B. Address ofjoh sile_./ 60.B AstoAl. __ .~V ... ___ Suite# ___ _
Building Permit# CB 00 ~ ':) Lf 5_ ____ ,,_
C. Contractor Informati()n
Name_ 6-f.\siJe. CoAJs.\_r_\l.~t\AJ 71\1.C... ···-
A<luress.~.7~~-fo bvJk_QQ~~·--· .
..
City, Stule,Zip~~ ........ bi-c-5o__,. .... _c;;..A j 'l-00 8
Kind of Llcensc and number __ . (i,(o 't~,_'f__'j, __ A_ Phonc(«c,sg) 58:lo· / 8oo
~ Ccttilicate of I nsurnnce on file with Fire Dept,? * Bu~in~ss Lkrn~l· on lilr with Ciry'!
Date / .. /Q, o I
Ol/31/01 WED 15: 57 FAX 619 586_ 7809 Basile Construction Inc
,~en-C B):~ GE01'ECHNICS INC; e.59 536 8311 _ ; Jan-30-01 18:48; 14)002 Page 2/3
Geotechnics
Incorporated
January 30, 2001
Aston Views, LLC
4:370 La Jolla Village Drive, Suite 655
San Dit!go, California 92122· 1252 .. ---AttentiiiJW~-ft ~~ 7809 ~,a s ile . Cor.'1~rv.,...ti n. Inc
'Pl"laldpalan
Allthcay F. Uftl.11l
Micha.IP. lml>rllllo
W. l..oe VDDchd1111111
Proje(A: No. 0599-001-01
DocumcntNo, 1-0114
-Lt.,;_ --• fl
,1 1r~.... 11c ; z 5?. 5~~r : ']11 · ... n-' ;_ -o· 1 .. ,~40; P·a.i~ 2, · :&
SUBJECT: THRUST BLOCK DESIGN PARAMETERS
.A.ton Views Plazai CRC ,Lot li9 1Cari1bad, ·cillfornia : .1 J. ,.._ ~~ ! _ .... ...l-~~:::lf 1'
~ «•-. ------· ~---·· -.. ··, -,~--c; 21 ~I • ~~ __ , ·_r ,~-~ · ~ .c ·
Reference: Ocotechnics Incorp01atcd {"1998) .. Report o/Geolechniaal lnvtRtlp~i~'lt, _<;:~l,,had
'~ r:: ::.=::::; =-Ii.sssar-ch-Ge,uefi.· Lot 69, -€arlsbad,~ Califarnl~ PtojeetNo:·047·,.-:.001 =Q0;1>oc(iincnt
No. 8 ... 036&, dated June 3. i -'•_1..s._.~~ \:. _1,.. ~
I . --· ·--~ ..,. _,...,,,,SI IL,
t-•::~:· . _.,:. ~ _·. .0.:IL::._.
Gentlemen:
In accordance with the request of Ms. J0linda On:y with Builc Co:4Btruction, we are providing
herein our recommended dcmgn parameters for thrust blocks at the subject site. Thc:se
recom.irtchdattons arc approprlate for thrust blocks which an: embedded into wmpactcd cla.yoy flll
soils ~~~~~t-~ site .. As stated in Sec~on 7.7.S of~ rcfe~~ed fOPfJ1?i-~i~~ ~af:~--~C ~~ ·ic
may ,bt! l~~ gy i:P~~~~ -~~~-against tbe vertical projection of s~~~-~~·1 t./'-
passi~J.~;_P~~~ ~~ :!QJJµit~~~rted by a fluid with ,m equivalent unit Wlrigbt of 250 lbs/tl:3 was
recomme~d~4-Th.e ~l~wa~lc ~rce of resistance (Ft) may therefore be determlnrA ~:
~~ 002
I:.,, 1 : -1~ EL.·/-~: ·.:. ).,, .-:;; ·-·.::,:,-~ · 1:· ·-· ·-·· ., ~·:··-~ i? or
F, • 250 • (Z + D/2) • A [lbs]
) l~'.f, :i'\ . ~-.: :·~-. L. __ . ; .; ... ~ ~·r:.· ~ ;_·~·:__· :_·,:-~ .... \ ..
where: Z _=-gei,$_ fro.mJJ:i~ sgi_l_ sP4f~_,!o the top of the thrust block [ft]
D .~ vcrti_r;aLtbickness of thrust block [ft]
A -cross aecrlonal area of thrust block [ft.3]
·:: :, •• 1.'. :-: : .-;c;' • .-: ... ,,.; :_-_ ·_ .. _ _ ! C · .. ,,-: . ):: .... , -\ :., . .,, --J'..-f1 ..... l ~ ... ·J.JJt,~:~::;1.L .· ... :: __ t;i::-]I~: ";,. .• ~,,.,
-~-·, "'h-· •.. ~:. ~ !i .. ~'-. .:::.1_r. :.._. :.. ·--~-_ ,_ :..T __ -,'.~..: .. ,;;,_,-.. f'l-,' -··~~,-~:.,t:;, .. j ~··r~.~~: . , ,;, .. . .
J.' )i..• ..u..:.. ·~ . .._.;, ---·---.. __ .. ... .•· .'• . .:!,.
9'AS Adl\llty 'Rd .• Ste. 103 • Sim Diep. C.Ut,-.;ma PilU
, t : ~.r,·. , ; Pllau11 (858) 536·1000 • Fu (851) 534-1311
'Ii.
====-------~=:=:=:=~-=:=:=:=========~~=--------------------~1/~1/~ WED 15: 58 FAX _619 586 7809 Basile Construction Inc
Sen~ Qy: GEOTECHNICS INC; '858 538 8311 ; Jan-30-01 18:48; \.... .
(4Jooa Page 3/3
Aston Yit:,"'I: LLC
Jnnuary 30. 200 I
' I. , ,. ~
Project No. 0~95>-001-01
Documertt'No. 1.011_.
Pgetl
Based on our conversation with Mr,. La-nee Rieman with Lusardi Construction, it is our
underst~mding that the top of the water line will be situated approximately :3 ½ fed below finish
grade_ lfthe thru.st bfock extend~ between depths of 3 and S fe~ with an i.lvmage depth of 4 feet,
the average passive resistance provided by the soil would be Fr= 250 * (3 + 2/2) • A-ltOO0 • A
[lbf]. Assuming that the numbers in parenthes~ for each of the curves provided by Ms. Orey
(Carlsbad Municipal Water District, Thrust Block Bearing Areas. Stan.dud Drawin1t'No: Wl 9r ~ .,.,_, ...... ,-, ,, I I
repre$«ml p,ver~t: ptll58ive resistance for each soil type. then the &(Sand (l 000 lb/.ftZ)" curve may be
used for design of thrust blocb at the site wbic:h have an average depth of 4 feet. The Carlsbad
Municipal Water District should review this document t.o determine if the assumptions made arc
appropriate for use with their design charts. _ ---·· _ ,... . .. , l __
1EI> __ rn::_1.s FAX _s:rn 586 7809 _._,a.sil Cons ~rt, ... ti .n Inc ~goo3
iu.U:c:s: I 1: · • ~. ::s5 ... ~t~ ; 11 ' ,) · tl -: ·1)-0~ 1 .: 4CB; • • P~-•~e-3·,' These reconfrrimdations have been prov1cfed usmg the degree of care and skill ordinarily exercised,
u:nder similar circumstsnc:es~ by tcpute.ble geoteohnicol c:onS\lltants practicing in this or $imilar
localities. No other warranty. expressed or implied, is mad~ as to the conclusions and professional
opini~~-:~l\Jded in this report. This report is issued With the understandf1'iiJJJ~af~:rs9~1~-[ >~O ·~Of. __ l1.:=.,. I • l O J,.._!.
sponsimlity ·of the owner. or of his representative., to ensure that the information contained hG{Cin
arc br~'iighit~ the attention of the ncccssaiy~sign -~omul~"' ~ ~corpomted into the plans, mid
then~~:;~ ~~rJ.: ~!~~~~fo,;~e~-th~~-~~~~n~~~~ ~~ttir,s,~~~o~~~~~~) ~th~ifi~.
GEo'TEcmh:csINCORPbilATED~~ j -
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