HomeMy WebLinkAbout2503 LEVANTE ST; ; CB880619; PermitCl) z
0 ~ ,c CZ: ,c ..... u w C
C
I[
0 u
z Q ... ~ z w G. ::E 0 u
Cl) a: LI.I ,,;:
CZ: 0 3
0 I he<'lllly affirm Iha! I am licensed under
provlalona of Chapter 9 (commencing with
Section 70001 of Dl•lslon 3 of the Business
and Prot••••ons Code, and rny license is in
tu11 force and effect.
I here-by at111m that I am e~empt horn th,e, Con'.rac·
io,·s L•r.enS:e law !o, 1h-e 1i:rnow1ng reason (Sec 7031.5
Bus-1nes-s 3nd Prole-ss1oris cooe Any ctty or cotinty wh1u, re
(lu.r,es a permit 10 -con-strucl_ alter. Impmve_ demoI,sri. o'
repaIf ilny sHucture prior to 11s issuance .a.Iso requires ~tie ap
p11canl lor -sucn pefm1t lo hie a s1qned sta!ernent mai he 1s
11censed 'Durs.ual't 10 the provisions 01 the con1ra-c1or" s.
l1c-ense L3w ~Chapter 9 commeric1-n9 w1ih 'Ser.lion 7000 ot D1v1-s,-on 3 ,:it Ir,e Bus1neS;5 and Prolessions Code, or that 1s ,e;,:
emp\ :heretr-cm and the basis 1-or !he alleg,ea e;,:empt1ari. A.ny
v101.at1ofl o1 Section 1031.5 by an apph-c.ant far a pe•rm1 suo-
1ec.t":. !he: apphcaint lo a c,vII penally al not more thari. t1"e hur-oretl d~ars 11,00•
1. as owner ot the property. or my empioyee-s wI1r wages .as 1he,r soie compe~sat1on will Oo n,e work. -i!nd ine struc
lure Is 001 mtended or ottered 1or sale (Sec 7044. Busmess
and Profession!. Cooe The Contrac1or s LLcens1:1 I a.w does
not apply ro a;n own-er of property wno builds or imorovies
the,eon and who does such -Nork himself or thrau-gh his own
emolayees. p-ro-1tided That s.uth improvements are not 1n\end-
ea or Ollered for s.aie. 11_ tmwever. the t1u1ld1ng m imprnve-
rnent 1s sold w1lh1n one year 01 completion. the owner-D,Hlder will have ine burO!':n of proving that he did not build or im-
prove Im ltle purpose 01 5aleJ
l. _ as. owne-r 01 the property. am exc.lus1vely contr;ic11t1g with l1cens.ect r:ontractor5 to con.s.trucT tile p,o[ecl (Sec. 7044
Bus.mess and Profes51Dns Code· T'he Contrac1or"s uc-ense
law does nnt apply to an owner of property whO builds or irn proves ltiereon_ ani::, wM c.ontracts tor ea.ch prn1ec.ts with a
C01Wrac1of(st 1iceme pursuanl 10 01e Cartraclo1s Llceris,e-Law)
As a Mmeowner I am ImprovIng my home_ and the !ollaw
mg cond1hof1s e11:1sl
1 The work I'S bemg per1o,rrnel.] pfl□r ,._. 'i-ale
2" ' ha11e lwed in my home f:Jr 1welv,e man.rhs
orior ta c'Omple-tIon ot this w-ork
I have no\ claimed this ex;emp1Ion duririg 1he
las! three years
• 1 I am ex~mpt under Sec _______ . B & P C
lor this. reason -------------
\ !"'eret,y aH1rm th.a,\ I 'nave a ceir\1f1cale of c.onsen• to
::.ell-• cisure. or a cer\·,f1c3.le ot Wor'kers· Compensat1ori In
s-.1ra'tlce. rn a c.er~d1e-ct copy thereat tSec. 3800. Labor Codei
POLICY NO.
COPJ PANY
Co;:::,v ,s '1led wIH1 the city
Cen1t1ec1 copy •~ he•eby turt'lisried
CERTl~ICAfE OF EX£.Mf>TION FROM
WORKERS. COMP'E.NSATION INSURANCE
iThis section need not be completed 1! the permit
15 for one hurid,ed. E101:ars ,::$1001 or !es.s)
----~ 1 cert1iy lhat 1n the -performance ot trie work ior wh1ct-
:h1s perrn1~ 1s issued. l shall ~ot employ 31"'1Y person 1n 21ny
-nanner so as to become subIect to tn-e Workers· Compen-
sation Laws 01 Californ,a
NOTICE iO APPLICANT; If . .a.her making this. Certificate
of b.ernDt1on. you should tlecome subject to the Workers
Comp.eflsaI1on pro,.nsIons of the Labor Code. you must
tmtl"lwItn comply with such provIsIor1s m this perm,, sl'.all
De deemed •evoked.
: i hereby affnrn that there is a coristructio., IendIng,
agency for the performance of the work lorwt,1ch thLs. per-
mit 1s issued (Sec 3097, Ci ... 11 Code)
lenders Name
Lender s Address
USE BALL POINT PEN DNL 'I & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009· 1915 (619) 438-1161
1:,:;;,; L,,5os AV.ST.RO. THOMAS BROS NO.
IOAT//J;~&;t
BUSINESS LICENSE# VALUATION PERMIT NUMBER
Lev.Al#k sr llef5q /5~ ,_
LOT BLOCV I SUBDIVISION l ASSESSOR PARCf\?iO. CONTRACTOR ~RACTORS Pt:IONE • ZONE .
I 1/b i'"t> 0 0 / 9 ;?ft-.·/ o-CJ5 ~g("O.a"-1'. ~t~~~ TM .. ,\-.. ... t.~ In--C. o(K;~~~~C\ I OWNER'S PHONE C\L '2 -!l.4'i ll .Par~~r T,11,.. L.':'.1. d-:1',NJ CONTR~R"S AD0RESS ""-I Wli STATE LICENSE NO. BUILDING SO. FOOTAGE
Qt.., -1.lY-'14 -~--r-.---... ...,
\02..2..l S\c:;..,\-,..,r k STct.llL ~5/~ OWNER'S IVIA\-ING AQ0RESS . 4'Z.~!
laJ.1\ c;, \ -~u::.. s,e: 21:.,2-Ft:u,._~A \Alttu DESIGNER 0ESIGNE R'S PHONE -3243 1V21/88 0001 01 02 .
□Escn_noN Of WORK
.. :.r./~y /75t::. _c;-;::·· ,e,~R~ ~ ~,.. -~ 0ESIGNER'S ADDRESS STATE LICENSE NO BldPmt 12712-0•)
/ / .,, q
F p FLFli ELEV. NO ace GP EDU STORIES /f73 ,□ '-0 ~~-I CENSUS TRACT I ·A7;/fl/E : RES UNITS I GRADING PERMIT ISSUED I REt~LOPM£1\fT ~~ OCC LOA0 FIRESPR
'.~ YO N D ..ol ,0 -.□ ..-o NO Not Valid Un~!i M•chlne Certified
75!:-"""f-)5 "'J,J-QTY PLUMBING PERMIT -ISSUE QTY. MEC~A~}L PE~T -IS~ f~7' SUMMARY/ACCOUNT NUMBER
/fa EACH flXTIJRE TRAP ~ INST AL l.;t u_vo UCT$ i,IP ,a 100JIOO,i!i1U"' ~UILUIN\> PERMIT uu 1-l! HJ-00-00 ·l!UU //bJr
I EACH BUILlJING SEWE:R _;,.y "-.. 0-V ER.i,'(wl/l)Q {I ;fU SIGN PERMIT 001 810 00-00-8221
-z. EACH WATER HEATER Arlill OR VlNT BOILMOMPRf-1,SDR UP ~'!,;If(•_'.; PLAN CHECK 001-81 D-00-00-8891 7.5Y
I EACH GAS SYSTEM I TU 4 0 U ILETS BOILER,COMPRtSSOR l_l.ta H~:J:: TOTAL PLUMB/,G 00; -810-00-00-82?2 ,,;-«-
EACH GAS SYSTEM a OR MGR[ 7. McTAt FiREPLACt .. ~ ""~~-ELECTRICAL 801-B' 0-00-00-8?23 "7 :,
EACHINSTAL ALTER. REPAIR WAHR PIPE h VENT FAN SIN(l,..D~-' MECHANICAL 001-6 :a-D0-00-8224 y-;,_
£1, EACH VACUUM BREAKER MECH EXHAUSl .. ~o oucrs M □BILEHOME 001-B:a QO-G0-8225
WATER SOf TNER RELOCATION ~-A FU RN ACE fl EATER SOLAR oa, a 1 o oo oo-8226
LACH ~om= '.H=lll.l~-J 11\~1r,ir 1 z__.. DRYER VENT STRONG MOTION 880-5' 9 92-33 ,g
_} TOTiil MECHANICAL FIRE SPRl'l~LERS 001-B 1 J-00-00-8227 w-0 IO I Al Pl UMBINL. I -;;,, _-q)J PUBLIC FACIUT,ES FEE 320-81 J-00-00-87 l,J
s~ BRIDGE FEE 360-810 00 00-8740 '5}-~iT QTY ELECTRICAL PERMIT -ISSUE QTY. MOBILE HOME SETUP -PARK-IN Llcll IAREA I
"'),. NEW CONST lA AMP SW I 8Kfi.{ /'f-0 XZ.) CAR PORT T1F 312-810-00-00-8835
I PH 3 PH AWNING LA COSTA TIF 311 810-00-00-8835 /<J 7;(
EXIST Ht (JG EA AMP SWT BKR GARAGE FMF /o;/D
1 PH 3 PH LICENSE TAX. 0 3'5 C!O":-S 10-00-QO·S1 C2 <;;-7.5 5
REM DD EL AL 1 tH PER CIRCUIT Mff A 880 519 92-o7 I
l E r,,p PO l F !OU AMPS DL , .;::..;!~~ N
OVER}OOAMPS
TEMP OCCUPANCY •30 DAYSI
CREDIT DEPOSIT <. ?PJ? >
l()TAl EllLTRll:Al I -?.S tr TUI.A.t TOTAL FEES PAYABLE l I~. 7/.-3 OU
I HAVE CAREFULLY EXAMINED THE COMPLETED ··APPLICATION AND PERMIT"' AND DO HEREBY Expirahon. Every perm,t fuued by the Bu;ldfng Official under the prOv1s10:ns of this * AN OSHA PEFNIT IS REQUIRED FOR EJ{C,,.VATIONS OVER
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code ~hall expire by lim,tation and becorna nuH and void If the bu1ldmg or work 5· o·· DEEP liND DEMOLITIOti OR CONSTRUCTIOtl Of
DECLARATIONS ARE TRUE ANO CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT I~ authorized by such permit ,snot commenced w~thin 180 days from the date of such STRUCTURES OYER 3 STORIES IN HEIGl'IT permit. or if the buddi~ or worik author~1ed by such -perm~1 15 suspended or ISSUED: TO COMPLY WITH ALL CITY COUNlY AND STATE LAWS GOVERNING BUILDING CON-abandoned •t any time a er tha work 1$ commencOd tor a oeno" m , 80 aavs STR\JCTI0N_ WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE ... OWNE~ CONTRACTOR 0 Arr~DBY DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND
~E. 1(/~ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE Of THE BY PHONE 0 ' .-..-.AII.IT1 .. ,r-nc Tu,c Pt=~MIT t177,1 ~
~
LL
~ l"l
0 0.
E (])
t--
c (U
0
0.
0.
<(
I
;,c
C:
a..
0 <I)
<I)
(])
"' U)
<(
a,
'-' C: (U
C:
LL
0 ;:; a,
0. <I)
C:
TYPE DATE INSPECTOR
BUILDING
FOUNDATION "' /'\
REIN FORCED STEEL "-.. /zt+ln ~
MASONRY I I v
GUNITE OR GROUT J
SUB FRAME □ FLOOR □ CEILING -SHEATHING '/IROOF JI, SHEAR ,.,,.r,_ ,..,,...,
FRAME ~
EXTERIOR LATH 1•\0•~ f'Jt.-f't.,
INSULATION 'zl:i./12 +' --
INTERIOR LATH & DRYWALL ;f iO( <..i'1 f 1r{ 't,
PLUMBING /)
□ SEWER AND BUCO D PL/CO z._h4/ },er /.,/
/;
UNDERGROUND □ WASTE □ WATER A,/4JI n-r_
TOP OUT □ WASTE □ WATER '"lf~n ("l.f"'t.
TUB AND SHOWER PAN --,._ct-;Jl ~t,.~~~ GAS TEST if'~
□ WATER HEATER D SOLAR WATER ---~~~ ~--~~-
ELECTRICAL
D ELECTRIC UNDERGROUND D LIFF-ER A
ROUGH ELECTRIC l/.Jt•k1 /'f.~
D ELECTRIC SERVICE D TEMPORARY
D BONDING D POOL
MECHANICAL
D DUCT & PLEM., D REF. PIPING
HEAT -AIR COND. SYSTEMS
VENTILATING SYSTEMS .\ -
\
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITEMS ABOVE HAVE BEEN APPROVED.
FINAL
PLUMBING
ELECTRICAL
MECHANICAL
GAS
BUILDING
SPECIAL CONDITIONS
-~-----
(1-R~>rrHAlq
' FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES
INSPECTION REQ fF )I INSPECTOR s DATE CHECKED APPROVAL -T-SOJL:::, Ci'-=:-1Mpr_,'.A~~C'E
PRIOR TO I FOUND,\TION 1-'JSP
h-~~~--~---~-
.,_
STRUCTufiAL cc,NCRETE ~~~--
OVER 20CIO PSI I I I
PRESTRESSED I ---r---7
CONCRETE ) l I >------POST TEN'.;!l1 t,EO t ~-~+~~ CONCRETE
FIELO Wf'l DIN(_;
~r_;H STRE'J(_iff--<~---f-•-----t~~ -~--t-~-
BOLTS t-~~~~i---~
'~FECl.l,L ,\1.AS,J~J'1Y +~~ ~
f----;:-;; u ~ ,;sc,r,..
>------~~---=-----t--~--r---~~ -~---
I ----~-~~~~-~ ~-~ -f ~~,-----~--. ~t-~ -
--·-
---
-' .. -
·-
-' --
. -. --. -.
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER:
ADDRESS:
PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.:
TYPE OF UNIT:
INSPECTED a,L DATE --$k..-7 APPROVED / DISAPPROVED BY: INSPECTED:
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
COMMENTS: -----------------------------------
' .
I .,
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering
. . .
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 8clOf 1.) DATE: 4/3/89
PROJECT NAME:-------------------------------
ADDRESS: 2503-2505 Levante Street
PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _
TYPE OF UNIT: Duolex NUMBER OF UNITS:
CONTACT PERSON: Joe Rushinq, Par ( rm Pacific
CONTACTTELEPHONE: __ 'l.a.:3""'1'-----'4'-7....:.1-"-5 _______________________ _
II 1 n rt t I
INSPECTED ~ BY: ____ ..... ~;.___,:::;..;;;;.. ___ _ ~A;iECTED: APR. 0 4 1989 APPROVED l
DISAPPROVED __ _
INSPECTED DATE BY: _________ _ INSPECTED: ____ _ APPROVED DISAPPROVED __ _
INSPECTED DATE BY: _________ _ INSPECTED: ____ _ APPROVED DISAPPROVED __ _
~osta fQ!eal Munit:ipa1 Water District
COMMENTS: ' Engineering Department
. {61 ~) 438-3367
....... -... , •• 1.
,,,,
R8Y. 1/86
~
WHITE: Sus ~E: Water District REEN: Engineering CANARY: Utllltles PINK: Planning GOLD: Fire
. ~
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 0119 DATE:
PROJECT NAME: ---------------------------------
ADDRESS:
PROJECT NO.: ________ UNIT NUMBER:
TYPE OF UNIT: -~' --~, .,
)
II
INSPECTED BY: _________ _ DATE 1/-6-%1 APPROVED V INSPECTED: DISAPPROVED
INSPECTED DATE BY: _________ _ INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE BY: _________ _ INSPECTED: APPROVED DISAPPROVED
COMMENTS: ----------------------------------
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Englnee ng K: Planning GOLD; Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 8801 19 DATE: 4/3/J
PROJECT NAME: ---------------------------------
ADDRESS: 2503-2505 Levante Street
PROJECT NO.: --~-----UNIT NUMBER: ________ PHASE NO.: _______ _
TYPE OF UNIT: Duolex NUMBER OF UNITS:
CONTACT PERSON: ___ J_o __ R-'u_s_t-'li_n'-'-", __ 1_r_a_q~o_n_P_a_c~lfl~c ______________ _
CONTACTTELEPHONE: __ 4-'-3"-1"---4"""7--'1"""5'-------------------------
11 e1 • 1rt ... ts.
~~~PECTEDr7"p p
INSPECTED BY: _________ _
INSPECTED BY: _________ _
DATE
INSPECTED:
DATE
INSPECTED:
DATE
INSPECTED: ____ _
APPROVED ✓ DISAPPROVED __ _
APPROVED __ _ DISAPPROVED __ _
APPROVED __ _ DISAPPROVED __ _
COMMENTS:----------------------------------
Rev. 1/86 WHITE: Suspense BLUE: Water District
FINAL BUILDING INSPECTI~
PLAN CHECK NUMBER: DATE: til31 -
PROJECT NAME:---------------------------------
________ PHASE NO.: _______ _
TYPE OF UNIT:
PROJECT NO.: -----:=:=::=:;;;~~U:.:.,:NIT NUMBER:
_ __:::G====~~o~I ~-=·~=-:__ ____ NUMBER OF UNITS:
INSPECTED C!4, ~A;PEECTED: ¥/t.//J 7 /Jl....ll-o1SAPPROVED BY: APPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
COMMENTS:----------------------------------
J {).£ /!,!,U)_/ I 03
THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH
THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24,
STATE OF CALIFORNIA IN:
(Stree (IDt) (Tract)
CEILIN3S:
Batts: I) -1. -!"7r~cl
Manufacturer =--U,.,_.Af...._.__{(......,{t.._.t:..;.../ ...... 7 __ W-=-.;a,__ ___ 'lllickness: tDY4 R Value JD
Blav:
Manufactures: 'llliclmess: R Value ------------
EXTERIOR WAI.JS; /)~·f I ~
Manufacturer: .-L .... J~..___.. ...... _ _..~~--'-.... ~------------'lllickness:
FI,OORS: fl -j_ . ~
Manufacturer: L.VZ JJJ n u1, cl, 'llli.ckness:
J/,% R Value II
bl/4 R Value fl
Air infiltration caulkina to title 24 specs: )( yes no
General Contractor: License# ~ --------~T~i~tl~e--------~~ -------
License# 449316
~te t l_,_1_1 7..,_,.·g.,..,..,q,---Insulation Contracwr: SUN WE.ST INSUIATIOO
av /J. H.on11ng12]; Title: Accounts Receivable
DATE:
·1· ..
ESGIL CORPORATION
9320 CHESAPEAKE DR .. SUITE 208
SAN DIEGO. CA 92123
(619) 560-1468
JURISDICTION: c IT'( oF CAR.Ls ~AD
PLAN CHECK NO: 8/s Q 6/ 9 SET: 1fI
□FILE COPY
QUPS
□DESIGNER
PROJECT ADDRESS: 250 3 J... 2 S-O.>-LE VAN'T£ ::,, T
PROJECT NAME: 7)t..J pLE X _........__, __ ......._ ____________ _
■
D
□
0
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified-:----=-----,---,---=-=---are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Ill) Esgil staff did not advise the applicant contact person that
plan check has been completed.
O Esgil staff did advise applicant that the plan check has
been completed. Person contacted: -------------
Date contacted: ---------Telephone# _______ _
REMARKS: ---------------------------
By: ]?AVID YAO Enclosures: ________ _
ESGIL CORPORATION &/4.s/sg
DATE:
'1'"
BSGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
JURISDICTION: CITY CARLS BA P
SET: 7[ PLAN CHECK NO:
PROJECT ADDRESS: __ e_5~~_3 ___ ,b_Z~5.._P_!;"_~L=--G-1-~A ......... N~L~C:--S-T..__
PROJECT NAME: 7>LJplEX -~--.,.., .....__. _________________ _
□
D
□
■
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified--------------are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck. .
The check list transmitted ~il~~h is for your information.
The plans are being held at Esgil Corp. until cqrrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
■ The applicant's copy of the check list has been sent to:
.IoRG:E ARAN GaRE, z.Bsl vtA SLJspU!o ~ ti ys,oRo
92.013
O Esgil staff did not advise the applicant contact person that
plan check has been completed.
II Esgil staff did advise applicant that the plan check has
been completed. Person contacted: _ ____._J~o----~_o~e.. _______ _
Date contacted: 6 /11:l-sa Telephone# 4-z.~-/9ol
REMARKS: tt 8:avide tcus;; def<,,· I" and -+m&S: c«&:.l,rl1..,s :;Gr -th,·c f>"'/.Pe.t, 3/'e<1/J'
+ws.s ,Jen+i:fraf,•Pn..c hurr,Jers en +h: plens. err,n·Je &fr;--,.f,',.,_ dA4_
0£ enJ•'"~er:(s ll,eare. at: -fw.u d',-fb.,/4 (crt.1 ea/,'CV rf Y I ~,
-.if-Asseuce, Pa,tre{ number hJ•-fS: 11ot show..,__
By: DAVID YAO Enclosures: __________ _
ESGIL CORPORATION 6/7 /Sf,
ESGIL CORPORATION
9320 CHESAPEAKE OR •• SL'JTE :?08
SAS DI EGO. CA 92123
(619) 560· l +68
DATE: □APPLICANT
~N
JURISDICTION: CITY OF CARLSBAD § PLAN CHECKER
FILE COPY
UPS PLAN CHECK NO: ___ 8_8.._0_,__6 ___ {---11i----"'""'SE=-aT.__: __ .I_-"----
DESIGNER
PROJECT ADDRESS: 2~03 $... 25:t:.?S: L.EVANTE S[.
PROJECT NAME: ]?UpLEX
D
D
□
■
□
■
D
II
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified"'!"'---------=----are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp.·until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
JoR§G AfcAN(ff URE , 2.8S/ 111A sµ~:p,Ro $Ml ysrt>R.o
/2073
-Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advi~e applicant that_J:l}.e pla~heck has
been completed. Person contacted: Oor'j-1' t:/f~J?
Date contacted: G~J./-FlJ Telephone i 4-:? 3-( 9 D /
REMARKS: -------------------------
aY: ]>Av1D jf o
ESGIL CORPOATION S-/,t, (j D
ENCL: ~--,.-------
Pl.AK aDICl 8':_ .... 3 ..... 8_0_6 ... !_j ______ _
\/IA SLJ$PI R. O I
SAN YSIDRO CA 92073
EIICLOSORIS: ________________ _
FLOOR. AUA:. ____ 1 ___ 7 ...... s __ 6 __ l_£_2$ ___ _
stoRIIS: ______ ?,,,., _________ _
:eirnm: _________________ _
RIMARl:S: -----------------
Pl.All a.pacr;u• PPT
CITJ <I' r.ARC§MQ
SllG.I PANILJ AllQ WlLR r .. u.;rp.
Date plans received by jurisdiction:
17 /J:l-188
Date plans r~eJv•.d by Esgil Corporation:
t;;-/I 6 lh g
Date initial plan check completed:
E>/41 /~ 3 By: )14V{D YA D
Applicant contact person:
_..,] ... 61<......_§....,E ____ 'I.elephone:
·-"'T
Plan check is limited to technical requireme.nts
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and st.ate laws regulating energy
conservation, noise attenuation and access for the
handicapped. 'llle plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Iitle 24 and the following
model codes;
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/87)
1985 UMC (eff. 8/28/87)
the above regulations
construction, regardless
adopted by ordinance.
apply to residential
of the code editions
'Jhe circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in confonaance
with the cited codes and regulations. Per Sec.
303(c), 1985 Uniform Building Code, the approval of
the plans does not permit the violation of any
st.ate, coW1ty or city law.
to speed up the recheck process, note on this list
(or a copy) where each correction item hy beeg
addressed i.e., plan sheet, specification, etc. Be
sure to enclose the marked up list when you sul:git
the revised plans.
IIOD: P.AG& IaltBIRS AD 117.E Ill SIQliilC& AS PAGIS BA9DE 11D IDIIS DIDDE OMIW:fJ~ WIim Da-lDP-
List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC)
I
/·
Q
!
I
0
!·
f·
Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, california 92123,
(619) 560-1468.
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:
'Iha jurisdiction's building department.
Indicate on the Iitle Sheet of the plans, the name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
All sheets of plans must be signed by the
person responsible for their preparation.
{C&lifomia Business and Professions Code).
Plans, specifications and calculations shall be
signed bY the C&lifornia state licensed
engineer or architect responsible for their
preparation., for plans deviating from
conventional wood frame construction. Specify
expiration date of license. (C&lifornia
Business and Professions Code).
Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling, garage, carport.,
patio, deck and balcony. Section 302(c).
Provide a statement on the Title Sheet of the
plans that this project shall comply with Title
2i. and 1985 UBC., UMC and UPC and 1987 NEC.
Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all e&Se!llents. Show location of all cut or
fill Slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with mini.mum slopes.
Section 30l(c).
Indicate distance frOII property lines to
proposed building. Section 302(c).
U/16/87
7·
f
f
f.
r·
f-
11·
Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project sho~TI on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
Walls closer than 3 feet to property lines
shall be one-hour rated construction, have no
openings, and shall have 30 inch parapets when
the building floor area exceeds l,000 square
feet on any floor,
(Table 5-A, Section 1709 (a)).
Projections, including eaves., may not extend
more than 11 inches into the 3 foot setback
from the property line. Eaves over required
windows shall be not less than 30 inches from
the side and rear property lines. Section
1710 and Section soi. (a) and (b).
Plastic skylights shall not be installed
within 81 of an exterior wall located where
openings in such exterior wall are prohibited
or required to be protected.
Section 5207 (a) 7. ·
Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 3' setback area from the propertY
line. Section 1710,
Show location of permanently wired smoke
detector, centrally located in corridor or
area giving access to sleeping rooms or above
stair if sleeping rooms are on upper level.
Section 1210,
A smoke detector shall be installed in the
basement of dwelling units having a staixway
which opens froa the basement into the
dwelling. Such detector shall be connected to
a sounding device or other detector to provide
an alarm which will be audible in the sleeping
area. Section 1210.
\Ulen the valuation of a room addition exceeds
$1,000, or when sleeping rooms are created,
smoke detectors shall be provided at existing
bedr00111s per item 16 above.
l
f
f·
f·
;6.
I·
I·
f·
RCX11 SIZFS. UGHI', VD'IILAXIOM AND GLAZDIG
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
At least one room shall have not less than 120
square feet of floor area.
Section 1207 (b).
Window area must be at least 1/10 of the floor
area and a minil'IIWII of 10 square feet per
Section 1205 (a). Appears to be deficient in
Openable window area in habitable rooms must be
1/20 of the floor area and a mini.mum of 5
square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
mini.mum is 1,5 sq. ft. (Section 120S (a)).
At least 1/2 of the coamon wall must be open
and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the interior
room if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).
Required windows shall not open into a roofed
porch unless the ceiling height is at least 7
feet, the longer side is at least 65% open, and
the porch abuts a street, yard or court.
Section 1205 (a).
Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (a).
Ko habitable room, other than a kitchen, shall
be less than 71ou in any dimension. Section
1207 (c).
Show that ceiling height for habitable rooms is
a minimum of 71611• Section 1207 (a).
Show ceiling height for laWldry rooms,
hallways, corridors, and bathrooms is a minimum
of 71011• Section 1207 (a).
Dimension on the plans the 3011 clear width for
water closet compartments and 2411 clearance in
f~ont of water closet. Section 511 (a).
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing adjacent
to such doors and glazing adjacent to walking
surfaces. Section 5406.
12 16 87
f
f· ,.
Glazing, in the same wall plane as a door,
must be safety glazing if 1odthin 1211 of the
door and less than 60" above the walking
surface, W'lless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
Glazing in shower and tub enclosures shall be
tempered, laminated or approved plastic
(including ,dndows within 5 feet of tub or
shower floor). Section 5406 (d) S.
Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall
not exceed 44," above the floor. Toe ,dndow
must have an openable area of at least 5.7
square feet with the minimum openable width
2011 and the minimum openable height 24".
Section 1204.
A mez:z:anine is an intermediate floor and may
not have a floor area exceeding 33 1/3 percent
of the total floor area in the room below.
nae mezzanine floor must have a clear height
of 7 feet, above and below, and must have the
long side open to the room below except for
posts and protective walls or railings not
exceeding 4211 in height. Section 1716.
Iba loft you show does not comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716.
EXITS. STAIRWAYS, AHD :RAlIJJIGS
Floors above the second story shall have not
less than 2 exits. Occupied roofs may have
one exit if such occupied areas are less than
S00 square feet and located no higher than
imnediately above the second story. Section
3303 (a).
Required exit doorways shall be not less than
3611 in width and not less than 61811 in height,
and shall be capable of opening at least 90
degrees. Section 3304 (e).
Provide 3611 high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railing shall be
less than 611• Section 1711.
Show how guardrail connection details are
adequate to support 20 powids per lineal foot
at a right angle to the top rail. Table 23-B.
3
1·
+·
4-
Pro,·ide stair--ay and landing details. Section
3 306 ( b) & ( c) •
a. Maximum rise is 711 and mini.mum run is 11". When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 811 maximum and I"Wl 911 minimum.
b. Minimum headroom is 6'6".
c. Minimum width is 3611 •
All handrails per Section 3306 (j), shall
satisfy the following:
a. Provide handrail for stairways with 4 or
more risers,
b. Handrail shall be 3011 to 3411 above the
nosing of treads.
c. lhe handgrip portion of handrail shall be
not less than 1 1/411 nor more than 211 in
cross-sectional dimension.
Every stairway landing shall have a dimension,
measured in the direction of travel, at least
equal to the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (i).
A door may open inward at the top step of a
stairway provided the top step is not more than
7 1/211 lower than the floor level. Section
3304 (h).
Provide details of winding stairway c0111plying
with Section 3306 (d):
a. Minimum tread is 6 inches at any point and
minimum 9 inches at a point 12 inches from were the treads are narrowest.
b. Maximum rise is 8 inches.
c. Minimum width is 36 inches.
Provide spiral stairway details, per Section
3306 (f):
a.
b:
c.
d.
Minimum run is 7 1/2 inches measured at a
point 12 inches from were the treads are
the narrowest.
Maximum rise is 9 1/2 inches.
Minimum headroom is 6 feet 6 inches
The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
12/16/87
....... 1 ..
f-
f·
f·
f·
i-
t·
Spiral stairways may not be used for required
exits when the area served is greater than 400
sq. ft. Section 3306 (f).
Provide I.C.B.O. Research Report and number
for metal st..air,;ay, or submit plans and
calculations and approved fabricator
registered with the building department or
note that the stairway fabrication plans shall
be submitted to and approved by the building
official prior to installation.
In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stairway.
An exit balcony with 1 separated stairways is
exempt. Section 3306 (1).
Openings in exterior walls below or within 10
feet, measured horizontally, of an exterior
stair shall be protected by self-closing fire
assemblies having a three-fourths-hour fire
protection rating when the stair serves a
floor level having openings in two or more
floors below it. An exit balcony with two
separated stairways is exempt.
Section 3306 (1).
Exterior stairways shall not project into the
3 foot setback from the property lines.
Section 3306 (n).
'.lhe walls and soffits of tba enclosed usable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306
(11).
Within units, show that corridors have a
minimum width of 36 inches. Section 3305 (b).
JOOl'DG
Specify roof slope.
Roof slope is not adequate for roof type
specified. Tabla 31-B; Section 3103 (b).
· Specify roof 11111terial and application. Chapter 32.
Specify I.C.B.O. or U.L. approval number for
roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
,.
f
f·
/s.
r·
Ii.
/a.
lbe maximum slope for a fire retardant built·
up roof, •,dth rock or gravel surfacing, is 3
inches in 12 inches. Section 3203 (e) 2.
Toe minimum slope for a fire retardant built·
up roof, ~ith cap sheet surfacing, is 1/2 inch
in 12 inches. Section 3203 (e) 3.
Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 {a), Section 2305 (f) and
Section 2511 (d) 6.
Show roof drains and overflows. Section 3207.
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide I.c.B.O.
approval number.
Plastic skylights must be separated from each
other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Minimum vent area is
1/1S0 of attic area or 1/300 of attic area if
at least 50% of the required vent is at least 3
feet above eave vents or cornice vents. Show
reguirec! area and area provided. --·-
Section 3205 (c),
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 41 comply with Section 3006 (d)l and Section 2515
(a). Show ties and #9 wire in horizontal
joints.
Show height and construction details of all
masonry walls. Chapter 24.
Note that cleanout openings shall be provided
at the bottom of all cells to be grout filled
in accordance with Table 24-G. Cleanouts shall
be sealed before grouting, after inspection.
Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds per
lineal foot or the actual design load,
whichever is greater. Cross grain tension or
bending in wood ledgers is not permitted.
Section 2310 & 2312 (j)lA.
Provide details for damp proofing the
foundation walls, below finish grade, where
usable space exists on the interior side of the
walls. Section 1707 (d).
.. ----~-··i-,
f·
r·
f-
l·
r· r·
0
Show a minlJIIUIII 211 air space and flashing
between planter and building 1,;alls.
Section 2S16 (c) 7.
GARAGE ARD CARPORiS
Garage requires one-hour fire protection on
the garage side of walls and ceiling coll'IIIOn to
the dwelling. Table 5•B, Section S03 (d).
All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
Show 1 3/8" solid core self-closing door for
openings between garage and dwelling. Section
503 (d).
Garages are not permitted to open into a room
used for sleeping purposes. Section 110,..
An occupancy separation is not required
between carport and residence, provided the
carport is open on two or more sides and has
no enclosed uses above.
Section 503 {a) Exception 3.
Show garage framing sections, size of header
over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Olapter 23.
ROl'E: Maximum shear panel ratio is 3 1/2 to 1
for height-to-width • ?able 25-1.
Doors may open into the garage only if the
floor or landing in the garage is not more
than one inch lower than the door threshold.
Section 3301. (b). ·
Provide an 1811 raised platfoz:111 for any FAU,
water heater., or other device in the garage
'Which may generate a flame or spark. UMC
Section 508, UPC Section 1310 {a).
IOOIIDAnOII PQuuwaxtS
Per soils report:me.ng~ on th~ plan the t°i~ classificatipn.:r Rtt t;ha IP 1 expansiya and note the allowable bearing
value. Section 2905 (c).
l'he foundation plan does not comply with the
soils report recoaaendations for this project.
Please review the report and modify design,
notes and details ( as required to show
compliance: :See bt> _ow
61.
Provide notes on the foundation plan listing
the soils report reco11111endation for
founda~ions, slab and building pad preparation.
S?e bflow
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been deternined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
Q. Ihe soils report reco1m11endations excavations be V:.;;/ reviewed by soils engineer. Note on the
foundation plan that "Prior to the contractor
requesting a Building Departlllent foundation
inspection, the soils engineer shall advise the
building official in ,-rriting that:
f0 Ihe building pad was prepared in v' accordance with the soils report,
I
0
'!he utility trenches have been properly
backfilled and compacted, and
The foundation excavations, formings and
reinforcements comply with the soils
report and approved plan.11
a/. Show height of all foundation walls. 7· 23.
Chapter
f
f
f
I
Show height of retained earth on all foundation
walls. Cut.pter 23.
If cut or fill slopes exist, show distance of
foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
Note on plans that wood shall be 611 minimum
above finish grade. Section 2907 (a).
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. On graded sites, the top
of any exterior foundation shall extend above
the street gutter at point of discharge or tha
inlet to a drainage device a minimum of 1211
plus 2 percent. Section 290S (f), 2907 (d) 5. t• Dimension fowidation per U.B.C. Table 29A:
Floors Footing
Supported* Stemwall Width ~ Thickness
1
2
3
6"
8"
1011
1211
1S11
1811
1211
1811
24"
,',Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
12 16 87
I I-I·
f
r·
f·
i
Show foUfldation sills to be pressure treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
Section 2907 (f).
Specify si:e, I.C.B.O. number and manufacturer
cf power driven pins. Show edge and end
distances and spacing.
Section 302 ( c).
lf required by structural calculations, show
size, imbedment and location of hold down
anchors on fowidation plan. Section 2312 (f),
302 (c).
lf hold do""1ls are required by calculations,
note on plan that hold down anchors must be
tied in place prior to foundation inspection.
Section 30S (e) l.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
Show on the plans stepped footings for slopes
steeper than 1:10. Section 2907 (c).
Show minimum 1811 clearance from grade to
bottom of floor joists and mini.mum 1211
clearance to bottom of girders.
Section 2Sl6 (c) 2.
Show pier size, spacing and depth into
undisturbed soil. Tabla 29-A.
Show minimum underfloor access of 1811 x 2fi.11 •
Section 2Sl6 (c).
Show minimum underfloor ventilation equal to l
sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners
as practicable and shall provide cross
ventilation on at least two approximately
opposite sides. Section 2516 (c) 6.
Specify that posts embedded in concrete shall
be pressure treated per UBC Std. No. 25-12.
Section 2516 (c) 1.
1'RAMIRG
Show wall bracing. Every exterior wood stud
wall and main cross partition shall be braced
at each end at least every 2S feet of length
with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
Note cross bridging or blocking. Floor joists
and rafters 1211 or more in depth shall be
supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2S06 (h), 2517 (a) 6.
6
101. Show blocking at ends and at supports of floor
/ joists, rafters and trusses at exterior walls.
Section 2517 {d) 3, 2517 (h) 6.
1'4. Show double joists. floor joists shall be
/ doubled under bearing partitions ruMing
parallel ..,,ith the joists. Section 2517 (d) 5.
Searing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
Show rafter purlin braces to be not less than
45 degrees to the horizontal,
Section 2517 (h) 5.
Show 1/2" mini.mum clearance between top plate
of interior partitions and bottom chord of
trusses. (Io ensure loading will be as
designed).
Show double top plate with minimum 4811 lap
splice. Section 2517 (g) 2.
Show nailing will be in compliance with Table
25-Q.
Show or note fire stops at the following
locations per Section 2516 (f):
a. In concealed spaces of stud walls and
partitions,. including furred spaces, at
the ceiling and floor levels and at 10
foot intervals along the length of the
wall;
b. at all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings:;:
c.
d.
12/16/87
In concealed spaces between stair
stringers at the top and bottom of the run
and between studs along and inline with
the run of stairs if the walls under the
stairs are unfinished; and
in openings a.round vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at ceiling
and floor levels, with noncombustible
materials.
•• c• 1
11{
I
l~.
Show stud size and spacing. Maximum allowable
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6
max. 20'. Table 2S·R-3.
Studs supporting two floors, a roof and
ceiling must 'c>e 3 x 4 or 2 x 6 at 1611 o.c.
Table 25-R-3.
Note on A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 306 (f).
Detail all post-to-beam Md post-to-footing
coMections Md reference the detail to the
plan. Section 2516 (m).
Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
Specify nail size and spacing for all shear
walls, floor and roof diaphragms. Indicate
required blocking. Maintain lll&Xi.mum diaphragm
dimension ratios. [Tables 25 I, J, Kand
Section 4713 (d)].
,1a. Show 311 x 411 or 211 x 611 studs in first story r of three story building. Table 25-R-3.
Q Provide truss details and truss calculations V for this project. Specily truss
identification numbers on the plans.
Provide roof framing' plan and floor framing
plan. Section 302 (c). /z1. Provide framing sections through
Section 302 (c).
Specify all header sizes for opening over 4 1
wide. Section 2517 (g) 5.
Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (b).
Provide calculations for lateral loads~ shear
panels, shear transfer and related. Section
302 (b).
7
12£. /
Show on the plans all structural require.ments
developed in the structural calculations.
Section 302 (c). (See coments below or at
end.)
126. Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures sh.all be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treat~d wood is used.
Section 2516 {c) 4. r· Individual concrete or masonry piers sh.all
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
Q Show location of attic access with minimum size '-.J 2211 x 3011 • Section 3205.
Show draft separation for attic areas between
units in a duplex, Section 2S16 (f).
Specify plywood grade and panel identification
index. Table 25-N.
~/,. When roof pitch is less than 3:12, design ridge r~ as a beam. Section 2517 (h).
13! If foundation cripple wall studs are less than Y, • 1411 high, framing shall be solid blocking.
,'3.
f·
fs.
1/6-
lr-
J,a.
Section 2517 (g) 4.
Cripple wall studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
Show plywood sheathing over exposed eaves, or
other weather exposed areas, is exterior grade.
Section 2516 (i).
Show a weep screed at the foundation plate line
on all exterior stud walls to be stuccoed.
Section 4706 (e).
Detail truss layout for 3011 x 3011 attic access,
if required for equipment in the attic.
Ridges, hips, and valleys shall be at least-one
size larger than supported rafters. Section
2S17 (h) 3.
In open beam construction, provide strap ties
across the beams at the ridge support. Section
2S01 (b).
12 16/87
All heating, ventilating, and cooling systems and
appliances shall comply "lo.'ith the Uniform Mechanical
Code.
Show the size, location and type of all
heating and cooling appliances or systems.
Show source of combustion air to furnace, per
Chapter 6, UMC.
Every dwelling unit shall be provided with
heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1211.
Show minimum 3011 deep unobstructed working
space in front of furnace. Section 50S, UMC.
Note on plans, "clearances to be per
manufacturer's listing.11 Section 504, UMC.
Furnace shall not be installed in any bedroom,
bathroom or in a closet or confined space with
access only through such room unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
Section 704 UMC.
Show I.C.B.O.
fireplace.
approval number for prefab
Show access to the attic or underfloor furnace
to be minimum 30 inches by 30 inches.
Section 708 & 709 UMC.
Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches wide.
Section 708 UMC.
/_ Show permanent electrical outlet and lighting y.a fixture controlled by a switch for the attic
furnace. Section 708 UMC. G Show details to comply with Section 209 for furnace under the floor, or Section 710 for roof or outside furnace. 9 Note on plan: Gas vents and non-combustible
piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceili113. UBC, Section 1706 (a) 6.
Provide dryer vent to
1903.
outside. UMC, Section
8
All "''iring shall
Code.
comply with the National Electrical
8 Show on the plan the All!Perage of the electrical sezyice, the location of the service panel and
the location of any sub-panels.
Show location of all electrical receptacles.
Electrical receptacle locations and/or spacing is not adequate in. _____________ _
ls{. Show at least one convenience outlet other than 7-outlets for laundry, etc., outdoors, in garages
and basements. NEC, Art. 210-52,
Ll Note convenience outlets in bathrooms, kitchen V c,ounter tap(&) within 6 feet 0£ the kit,c.hen
sink outdoors, and in £AX'A&es and basements
(oth;r than for laundry and similar equipment)
shall be GFI protected. NEC, Art. 210-8. 9 Note electrical system ground to be provided
per NEC, Art. 250-81.
/s·
f·
f
PIDIBJM {UltIPORk PIDmING rorJE}
Show water heater size, type and location on
plans. UPC, Section 1301.
Show source for providing combustion air to
fuel burning water heater. If wall openings in
an enclosure are used, at least one-half of the
required opening area shall extend into the
upper twelve inches of the enclosure and one-
half within the lower twelve inches. UPC,
Section 1307.
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
Q Provide adequate barrier to protect water V heater from vehicle damage. UPC, Section 1310.
Q Show T and P valve on water heater and -show 'v route of discharge line to exterior.
UPC, Section 1007 (e). G Note on the plan that hose bibbs and lawn
sprinkler system shall have approved backflow
prevention devices. UPC, Section 1003(h) &
{i).
co.c [s: s:how.s: 4o £t2.. +b-errno.l
I s £t.2. elcar e rews:e it . I
12 16 87
/s·
Show sho1o·er stall can accomodate a 3011 circle
and has a minimum floor area of 1,024 sq, in.
UPC 909 (d),
JK>ISE DISULA.TlOft (OOPLEXES)
Show details of duplex co111DOn (party) walls
and floor/ceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibels and an Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibels.
Title 25.
Show how penetrations of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to 111aintain required sound
transmission rating. Title 25.
Provide insulation in walls and ceiling to
achieve SIC of 50 between garage and living
area if garage use is not controlled by
resident. Title 25.
JllPGJ wltS!RYilICJlf: PLl:ASK mp
State regulations (California Admin. Code) require
that the design satisfy one of the attached
alternative energy packages or sulxnit calculations.
lhe law also requires that many mandatory
conservation items be satisfied.
On the title sheet of the plans, provide a
SUDDarY of the design features for this
project (i.e., R-values, glazing, shading
devices, thermal mass, HVAC efficiencies,
etc.).
1p. Show on the plans the "R" value for the walls, floors, ceiling and related areas.
@ Show double glazing as per Energy Design, on
Glazing Schedule.
,✓,'. Show on the plan how shading requirements are 7-satisfied.
Q Show on the plans the thermal mass areas p.s ~ indicated in the energy documentation. >'te pf'{c0
(bp+h) tw±e
9
The plans are not in compliance 1odth the energy
conservation compliance package selected or
design calculations pro,•ided. Sho\o/ on plans
confonnance as follows:
Die glazing are.a on the plans exceeds that
shoW'n in the documentation or allowed in the
package selected. Glazing are.a includes rough
openings of ~indows and the full size of french
doors.
Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "M&ndatory
Energy Conservation Requirements". t"l • ShoW' the make, model and
space heating (or cooling)
heat loss calculations if
45,000 BTU/Hr,
efficiency of the
system and provide
the output exceeds
7 For room additions, sholo' that the glazing area
of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
CARLSBAD S.F.D. & DUPLEX SDPPL»4Eltt
111. Energy conservation design should be for Zone
/ 7 • See attached energy packages.
Floor drains
policy).
must have auto-prime (city
~O. Note exhaust fans cannot be ductless type (city
policy). t
1/·
New residential units must be pre-plumbed for
future solar water heating. Note "two roof
jacks must be installed" where the water heater
is in the one story garage and directly below
the most south facing roof (City Ordinance No.
8093).
Note utwo 3/4" copper pipes must be installed
to the most convenient future solar panel
location when the water heater is not in a one
story garage and is not directly below the most
south facing roof. (City Ordinance No. 8093).
All piping for present or future solar water
heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy).
12/17/87
f· Incorporate the waterproofing details, on the
attached Policy 80-8, W'here interior living
space occurs below grade at the masonry
wall(s).
Q Sho,.., on the ~ information
Developmental
Title Sheet on the plans, the
1~.
if·
required by the attached
Services Sheet 112383.
All new residential
additions, require a
submit two copies.
buildings, including
soils report. Please
Heavy timber framing, minimum 611 x 1011 beams
and minimum 811 x 811 post, for the structural
beam and column supporting the fire separation
between the garage and living area above, is
acceptable if shoW'n on the plans. (city
policy).
118. UBC Adopting Ordinance 8792 requires Fire fl Retardant roof on all st.Iuctures (Sec.
18.04.230). Show compliance with UBC Section
3203(e). J9. City Ordinance 9792 requires two parking
spaces/unit with clear area of 20'x201 i.e. no
washing machines, etc. Show comp Hance.
Please see additional corrections, or remarks,
on the following page.
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive., Suite
208, San Diego., California 92123; telephone rrumber
of 619/560-1468., to perform the plan check for your
project. If you have any questions regarding these plan check items, please contact ________ _
J)AVID YAO
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
1200 Elm Avenue, telephone 619/438-1161.
Thank you.
Enclosures:
3.
10
DEVELOPMENTAL
SERVICES
BUILOING OEPARTMENT
Citp of CarlifJab
1200 El.M AVENUE
CARLSBAD. CA 92001-1-
(9111431-~
THE INFORMATION LISTED BELOW HUST BE SHOWN ON THE TITLE SHEET OF THE PLANS
FOR YOUR SINGLE FAMILY DWELLING
Site Address
Legal Description
Assessor's Parcel Number
Quantity of Grading in cubic yards
Contact Person -Name and daytime Phone Number
Circle any Planning Commission or City Council Action oh this Property:
Variance, Co~it1onal Use Permit, Tract or Parcel Map, Zone Change, . .
Planned Development, Redevelopment Permit,
Development Plan
Specific Plan, · Site
PLAN CHECK NUMBER _______ _
cd 112383
Prepared by1
])AVID )/40
CITY OP CARLSBAD
VALUAT!ON ANO ?LAN CHECK ~E~
c Bldg, Dept.
□ Esgil
PLAN CHECK NO. 88 O 6 f J
BUILDING ADDRESS .2. s--o 3 .sz.. ;i,,ro..r Le 110 n+e s +.
APPL!CANT/CONTACT _:J-""-o=R,..,1r,,.;:;Ga.aE _____ PHONE NO. 42 3 -190 I_
BUILDING OCCUPANCY f?.. -_:s DESIGNER PHONE _____ _
TYP! OF CONSTRUCTION V-N CONTRACTOR PHONE. ____ _
!UILDING PORTION BUILDING AREA VALUATION VALUE
MULTIPLIER
I lvil'I a QYPO\ ~~ I 2-66 .2..=3J7qz.
o,,llr. r, p lo~ I; I l 1~,36D a rJ
I
Air Conditioninc
Commercial @
Residential fa -Res. or Comm.
Fire S-crinklers @
Total Value 2 S'0.1 I t;-2
Building Perllit r .. $ ___________ -=--_____ _.$L..---L-l..:...l6:..-8 .... -_·' __ _
Plan Check rn ____ S.__ _________________ -"'-$ ___ 7..,_~__,1 __ -_J-0 __
CO H Ht N TS._•---------------------------
Plans received by Esgil after July 31, 1987 shall have permit and
plan check fees calculated per 1985 UBC.
SHEET ( OF/ ------12/87
.{
..'fv
cu CIJ aJ +"' +"' +"' n:, n:, 11:1 0 0 0
al a:i al
"'C "'C "'C CIJ aJ cu ;: ii: ;:
CIJ .! <P
> > > aJ (LI (LI
:t~ a:::
□
@ □□
Gr □□
~□□
~□ □
~□ □ ~~ □
□ ~□ □ 0 □ □ 0 □ □ So □ @)□ D
~□ □
Date: ~ /3 IBB
ENGINEERING CHECKLIST
LEGEND
I
Plan Check No ..... 8~&>__...=la......_lC,-+------
Project Address: .Sore, Aco.cq ,, re.. &'5
Project Name: ->~D.3P6 le~"P•+~·,.. Si--
Field Check Date: -----------By:
LEGAL REQUIREMENTS
Site Plan
~
@
1,2,3
I tern Complete
I tern Incomplete -Needs
Your Action
Number in circle
indicates plancheck
number that deficiency
was identified
1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-way
width and dimensioned setbacks.
2. Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing
and proposed slopes, driveway and percent (%) grade and drainage
patterns.
3. Provide legal description of property.
4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
5. Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
6. Grading plans in plan check PE _____ _
7. Need the following completed prior to building permit issuance:
A. Grading plans signed.
B. Grading permit issued.
C. Grading completed.
D. Certification letter and compaction reports submitted.
E. Grading inspected and permit signed off by City Inspector.
for work in public right-of-way
connection to water main,
9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
~□□
(5) □ D
.;@ □
t(/o
6>□
W □
6)0
□
□
D
D
D
FEES REQUIRED
10. Park-in-Lieu fees required. I
Quadrant: ----, Fee Per Unit: ______,.,. Total Fee: .J ti\
11. Traffic impact fee required.
Fee: -~3~~ Fee Per Unit: 5,31 e Total ,
12. Bridge and Thoroughfare fee required ':k
Fee Per Unit: 12Lj. , Total Fee: MB
13. Public facilities fee required.
14. Facilities management fee required. ~ !'a>-Fee: ;$ loX2: lp.2.o
15. Additional EDU's required: L'.cwb l-~e[
Sewer connection fee: -------<. Sewer permit no.
16. Sewer lateral required: lcwl) Le~e(
O.K. to issue: Date:
If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161. ·
•
c:o CD c:o
-0 -0 -0
Cl,) (ll (ll .3: 3: 3:
(ll .! Cl,)
> > > Cl,) Cl,) Cl,)
0:: 0:: 0::
.... N M
* =II= * u u u a. a. a.
E(o □
□□□
PLANNING CHECKLIST
Plan Check No. B&:::xe/9 Address 2503~250€ Lcv,qtvZP
Type of Project and Use DuPLE.-x
Zone R-2 Use Allowed?
Setback: Front _..Q.K__ Side CJ!< Rear
Facilities Management Zone (o
School Di strict: San Dieguito ~
Carlsbad
Discretionary Action Required
Environmental Required
Landscape Plan Required
Comments
YES
YES
YES
YES K
OK,
Encinitas
San Marcos
NO
--
Type
or
-------~~--------------------
Coastal Permit Required YES NO~
Additional Comments ------------------------
OKTOIS~~
FILE: P-36-5-40*-4/3
MAXIMl..f!I OVERALL SPAN 2X6
FOR LIJYIBER AS NOTED. TOP
2X4
TOP
2X4
BOT
MEMBER FORCES FROM LEFT TO RIGHT • 5 PSF CEILING REDUCTION TAKEN CS/8° DRY WALL>
1-2 • -2329 1-6 • +2137 2-6 •
2-3 • -2005 6-7 • +1462 3-6 •
3-' • -2005 7-5 • +2137 3-7 •
2400 MSR-2.□E-OF 36 1 811 331 71 361 B" ,_ 5 • -2329 4-7 •
------------------1---+----f---~ SELECT. srn. OF 36' 811 30 1 211 361 8 11
-----------------------N□• 1 OF 36' a" 2s' 1 11 36' a11
----------------------·---+--NO. 2 OF 36 1 811 -z,• 611 35 1 311 ____________________ _,__ __ _._ __ ___
WEBS: 2X3 STD. DF, 2X4 STD. OF DR AS NOTED
4XB TO 36 1 811
3X6 TO 34 '11 "
3X4 TD 30 1 611
2
SX6w/i1pl
~ 1W CHORD -FOUR EQUAL PANELS• •
&
£
I
Alt. Splice
3X6 TD 36 1 811
3X4 TD 30 1 □"
EQUAL
3
BXS
l ~AL .
L = 36-8-0
R -1263
J/.(" • I' ..... . . .
■r• IIOted ia •i1it•• a.f•r to ICIO !Lepore llo. 3111 l•r pl&t■ ••l-•• llllLISS otJIDWtSE
IIOTEll: ill Llt■rd l>racta10 .. ~, •r c~r■ry, •"-11 be •,-c1f1N ..a pro,,U.,. lly
-480
•638
+638
-480
CAMBER TD L/1200+/-
Alt. Splice
2X6 T .c. 4X5
2x4 T.c. -3X4
SX6w/11pl
7
-1-EQUAL
MAX. SPAN
L O A D I N G
Top chard 16.0 + 14.0 psf
Btm chard 10.0*psf
oth••·· Duip ···-· tla■C 1■c■r■l 1,r■clq ,. pr ... id■tl ac MX1-ap&CiDI •f l"-0"
along tap cllor• &INI lll'-O" ■laa& botcN chord. Pl■tn th.all be ceaureol .,. uch Joint Oil
■ach face of tru■-uolua otuNh• ,s.~iooed. C.abef to 1/120., Ca 2z traau,
aff-p1nel 1pllcea ■ra loc:.11ted ■t 1/4 P•""l l■n1th '!f>"• Pai,el polnc-•..,j off-.in■l aplice
pl1te■ •r• loceted l/4" fr-■-11■ of chord•. CM 4x2 tru■•••• -..:tor plate■ ■re
locu.. ur fr-.... of .. rd■ 6 ■pUcu Ar■ loc■c .. •t u. _,ar of ,...1 _, ...
lo!,■ct brld11-I ~ lac■rd l,r-ua la recwodu ...,_n _...... vttll (")• lntp u•-
tl>.at adequate <1raln■1• i.t pnnrided, ProYiM J.S" "1a1-h■d .. •Htb •t ■...,porn.
n.■ kiU.r or n.c:U• C:.tractor la rupoaaibla for pn,per -. tr...■ wc■llatioa.
a.tu to ffl "u.u:t.: WOOD TIIISSES: CXIIKDtTAU AIID UCOlfDIDo\Ttms-~ die Tr-a■ Phu
lAAtitute, Sil D'Ooofrlo Ori .. , hit■ 200, X.dl■Dllo VI 'l11'o [601) lll-5,00.
P.O. Bo,c 2297 Total I.Dad 40.0*psf
El C.ioo. CA 92021 Duration factor 25.0 %
Spacing 24. 0" 0. c.
5
.J.~
TYPE: SD CITY
0Qs19n11r
FJS
DATEz 4/23/87
Drewing No.
5-25-3
INVESTIGATE
REPORT
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
7655 M ELOTTE ST.
SAN DIEGO. CA 92119
(619) 697-1967
SOIL
CIVIL
STRUCTURAL
BUILDING DESIGN
HOUSING INSPECTION
REGISTERED PROFESSIONAL ENGINEER 17 I 09
Mr. Joe Rushlng
Porngon Pacific Investments, Inc.
10221 Slater Avenue, Suite 202
Fountain Valley, Caf Hornia 92078
Subject: Report of site preparation, grading, compaction of fi11s and
f oundatf on excavations.
Lot 111, La Costa South, Unit No. 1, Map 6117
Levante Street, La Costa, California
Dear Mr. Rushing:
Pursuant to your request, the undersigned civil engineer has completed tests,
inspections and surveUlance required for site preparation, grading, compaction of
fills and foundation excavations on the subject project.
All trash and debris have been removed from the areas to be graded and the site
prepared and graded in accordance with the recommendations of my ·Report of
Soil Investigation· dated May 5, 1988. Keys were properly cut and topsoils
recompacte1j under my surveillance.
Laboratory tests performed in accordance ·wHh ASTM test method D-1557 intlicate
a maximum dry density of 123.0 pcf and optimum moisture of 11.5 % for the
representative soi ls compacted on the site. Bearing soils on the site consist of
clays with an Expansion Index of 87@ 144.7 psf. The Unified Classification is (CL).
As the grading progressed, compact ton procedures were observed and tests were
made in accordance with ASTM test method D-1556. Results of these tests are
presented on Page "A".
Based on the results of tests and observations, I hereby certify that an fills
placed on the property have been compacted to within 90 percent of mex,mum dry
density .. The site has been properly prepared an1j graded in accordance wtth my
recommendations. The site is suitable for its intended use .
. .
,
Cert if/cot ion Cont int1ed·
I further certify that the soil conditions are in substantial conformance with
the findings of my May 5, 1988 report. All recommendations in that report are
applicable to this project.
Foundation excavations extend to proper depths and are well founded in m1tura)
or recompacted strata capable of supporting the recommended soil bearing
pressures.
If you should have any questions after reviewing this report, please do not.
hesitate to call. We appreciate this opportunity to provide our professionar
services.
Sincerely
SAN RLOS ENGINEER! 6
Attachment
Tue, Dec 13, 19i38 Le·-1,ante-111,3 2
Test
No
I.
2.
3.
Depth
of
Comp.
1 •
1.5'
1'
Tue.Dec 13, 19i38
, ..•.....• , ·····
TABLE OF FI ELD DENSITY TEST RES UL TS
Field Field
Moisture Density
(& dry wt) (pcf)
11.5
11.2
11.4
111.3
112.6
112.2
Laboratory
Density
(pcf)
123.0
123.0
123.0
Levanr.e-111 f5
.,_ ...
Relative
Compaction
(% Lab Den)
90.49
91.54
91.22
"P' -,
INVESTIGATE
REPORT
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
7655 MELOTTE ST.
SAN DIEGO. CA 92119
(619) 697-1967
SOIL
CIVIL
STRUCTURAL
BUILDING DESIGN
HOUSING INSPECTION
REGISTERED PROFESSIONAL ENGINEER 17109
Mr.Jorge Arangure
1188 Beyer Way, • 1 O 1
San Diego, California 92154
Subject: Report of Soil Investigation
Lot t 11, La Costa South. Unit No. 1, Map 6117
Levante Street. La Costa, California
Dear Mr. O'Keef e:
Pursuant to your request, the undersigned civil engineer has completed a soil
investigation for the subject project. The purpose of the investigation was to
classify and analyze the bearing soils, identify potential geologic hezards,
determine site suitability, and develop recommendations for site preparation and
grading, des1gn of seismic response, design of foundations, and finish grading of
the project.
This investigation consisted of surface inspection, subsurface explorations, field
and laboratory testing, analysis of field and laboratory data, and research of in-
house geological literature pertaining to the project. [See Figures 1 -3, Appendix
.. A .. (Investigation and Test Procedurest and Appendix "B" (Recommended Grading
Specifications -General Provisions)].
FINDINGS
J _ Site/Project Description:
The site is a residential subdivision lot located on the southerly side of Levante
Street in La Costa, California. A fil1 has been placed and compacted on the
northerly portion of the property. The southerly portion is more-or-less natural
with a drainage way flowing westerly across the southerly 15 feet. (See Figure
No. 1) The site is to be prepared for construction of a residential structure.
Thu, May 5, 1988 Levante-1118
Findings Cont l1111etl:
2. Bearing Soils:
... ,, .......... ·1
The soils encountered on the site consist of a portion of the Huemuero (HrC2)
formation. Moderately well drained loams that have a clay and gravelly clay
subsoil. These soils formed in sBndy marine sediments. In a representative profile,
the surface layer is brown and pale-brown loam about 12 inches thick. The upper
part of the subsoil is brown clay and gravelly clay. It extends to a depth of about
41 inches. Below this, and extending to a depth of more than 12 feet. is brown clay
loam and sandy loam. The son mass is plastic with a medium potential expansion.
Existing fill soils on the property are compact and stBble.
Tests and nnalyses of the prevailing foundation soils indicate the following
engineering properties:
Liquid Limit
Plasticity Index
Angle of Internal Friction
Apparent Cohesion
Maximum Dry Density
Optimum Moisture
Expansion Index
Unified Classification
AASHO Classification
Active Soil Pressure
Passive Soil Pressure
coefficient of Friction Soil/Concrete
3. Geologic Hazards:
40 I
26~
24 deg.
120.2 psf
123.0 pcf
11.51
87@ 144.7 psf
(CL)
A-6 (16)
60.3 pcf
250.8 pcf
0.5 X Dead Load
No evidence of potential landslide, subsidence, faulting, liquefaction, or other
geologic hazard was detected on the site.
4. Si le Sui tabi Ii ty:
The existing fill on the property is has been properly placed and compacted. The
site is stable, and with strict adherence to the recommendations which conclude
this report, will be suitable for its intended use.
rnu, nay~. 1900 Levante-1 t 1 c z
RECOMMENDATIONS
1. Prepare and· grade the site in accordance with Appendix "B" (Recommended
Grading Specifications -General Provisions) and the following special provisions.
After the site is cleared and all trash and debris removed, top soils under, and
within five feet of new structures, should be excavated to a depth of 12 inches on
the compacted fill and 18 inches on the native formation, brought to optimum
moisture, and compacted to within 90 % of maximum dry density. The surface
exposed after excavation should be scarified and moisture conditioned prior to
compaction operations.
2. The earthquake requirements set forth in Chapters 23 and 25 of the UBC
will be safe for use in the design of structures on the project.
3. Continuous foundations on the project should extend 18 inches below the
lowest adjacent grade and be reinforced with II minimum of (2) No. 4 bars near the
top and (2) near the bottom. Spread footings should extend at least 18 inches
below the lowest adjacent grade. Design of continuous foundations should
incorporate a maximum soil bearing pressure of 2000 psf and spread footings
2500 psf. On grade slabs should be II minimum of 4 inches thick, cast over 4
inches of clean sand with moisture barrier and reinforced with 6")(6"-1 Oga/ 1 Oga
Welded Wire Mesh.
4. Finish grade the site after structures and other improvements are installed
such that surface waters are directed away from building foundations II distance
of five feet. Thence, via surface swales and/or underground drains, toward and
into approved drainage ways.
If you should have any questions after reviewing this report, please do not
hesitate to call. We appreciate this opportunity to provide our professional
services.
Owen C. Lemons, RCE 17109
Attachments
Tnu, nay ::,, 1900 Levame-1 1 1 o
I
l
)( I
"-~ '.tJ ~ ~ l
1i ~ I
---J
.
I
t I
.•..•• I
GRAIN SIZE ANALYSIS AND ATTERBURG LIMITS
SA~PLE
6'"
4 ..
3"
l"
3/ 4"
u, .... u, 1/ 2 .. I-> u, % ii; C,
uj 0 3/ 8" ~ a:.
lii ~ z #10 a: ;! w Cl) z en t:20 ~ ... =i ..... #40 z Q it6o ~ < #80 a:. C,
#100
#200
► .05mm a: ,-w
::::E .OOSmm 0 a:. 0 ► .001mm %
LIQUID LIMIT
PLASTIC LIMIT
PLASTICITY INDEX
UNIFIED
CLASSIFICATION
TP-..1-/
/0011/0
?.Sft,
<g-~o
~o'{'o
37'6
4C>f'o
14~
t9 6,-t.fe,
C,L, [
, •• , ·,1,..,..t.11 SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
I
BY ,,..--. /_. ,..-;;// .-.. ··-..... . .
.!OBNO. /// 8
l
..... ,__, ................ ,
-DIRECT SHEAR TEST RESULTS
SAMPLE Angr« of Coht5ion DESCRIPTION lnte:r-nal 1nte:r-ctpt
friction (") (pSf)
T, -1-:? t:.. I, g K,, ::5'"/ /, t:/' $.:2--:xtd {4~ ~40 /o?O, ~
-
MAXIMUM DENSITY S OPTIMUM MOISTURE CONTENT
AST M 1557-70 METHOD A
SAMPLE DE sen I PTIO~-J
TP-::?-~ ,t?;;,,o~~ c5:?,./c..P C /2c.f -~-=z;J~/
EXPANSION TEST RESULTS
-rP-1-/ SAMPLE Rr--v/e-Jel
CONDI TIO" uno1sturl>ed uno1s turoea b:/~U'
Afr Dried Air
PASSU,'G #4
'.'ERT. !JISPLACEME!\/'T I
:~O~·~ST~.\~
NOP,}1.:'·2.. STRESS
:-.Xf'A.~J-= ION
••vl ·,l,1w,&11
INDEX
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
Dried £} -;,-/ -,.,;
J6DtJ'o
.. o&'~,1/
I ZJOt:>
14-4, 7f"sl
g·17, 0
; .,--~ ... -, I .,-,
Maximum Optimum
Density Moisture
(pcf) (JDrv)
/.,;.?..? ... 0 //,,..,5
,L _., ,::7
•·-· r·. -~
APPENDIX 11A"
Investigation and test procedures.
Page 1
1. SURFACE INSPECTION AND SUBSURFACE EXPLORATIONS: f~
1. 1 The "Surface Inspection" was conducted by our registered civil~'1ngineer.
The purpose of the inspection was to: (1) confirm the soil classifications and
properties set out in the area's geomorphology; (2) identify existing or potential
geologic hazards; (3) identify disturbances in the natural formation such as
man-made fills, subsurface installations, etc.; (4) select the locations where
exploratory excavations are to be made; (5) determine the depths to which the
excavations are to be extended.
1.2 "Subsurface Explorations" consisted of open pits extended beyond the depths
influenced by the grading and/or foundation affects. Undisturbed chunk samples,
which are a representative piece of the soil mass, is taken from the stratum
being investigated. It is then placed in a waterproof container to retain the
field moisture and carefully transported to the laboratory. In-place density,
moisture and soil bearing "penetrometer" tests are made in undisturbed affected
strata. The pits are backfilled when, and as directed, by the engineer.
2. FIELD AND LABORATORY TESTING:
Field and laboratory tests were performed in accordance with the generally accepted
American Society for Testing and Materials (A.S.T.M.) test methods or suggested
procedures. A brief description of the tests performed are presented below:
2.1 Field Moisture and Density:
The field moisture and density of the soil mass is determined by applying the
current applicable provisions of ASTM test method D-1556 (sand cone). In particular,
the sampling procedure consists of:
a. Leveling the surface of the undisturbed in-place soil mass.
b. Seating a special base plate approximately 12 inches square with a 6.5
inch diameter hole in the middle.
c. Removing 5 to 8 pounds of soil through the hole without disturbing the
remaining soil mass.
d. Determining the volume of the hole by filling it with a calibrated sand
of known density through a special cone. The weight of sand is determined
by the weight loss from a measured amount in filling the hole.
e. Weighing the soil removed from the hole and thus determining the density
of the soil removed.
f. Moisture is found by drying a sample of the removed soil in an oven or
by calcium carbide chemical analysis.
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
APPENDIX 11A11
Investigation and test procedures.
Page 2
2.2 Field Pen~trometer Tests:
Penetrometer (probe) tests are perfonned on the undisturbed soil mass with a
piston type calibrated penetrometer capable of producing an equivalent soil
pressure of up to 9000 psf. Readings are taken at proposed foundation depths
and used to verify the ultimate soil bearing pressures computed through the
Terzaghi equation.
2.3 Atterberg Limits:
The "Atterberg Limits" are measured by the water content that corresponds to
the boundaries between several arbitrary states of consistency pro;rressing from
liquid to solid. These limits tests are performed on that portion of the material
that passes the No. 40 sieve.
a. The liquid limit is the water content in percent dry weight at which the
soil first shows a small but definite shearing strength with a reduction in
water content. In the reverse direction, it is the water content at which the
soil mass just starts to become fluid.
b. The plastic limit is the water content at which the soil mass ceases to
be plastic and becomes brittle or crumbly when rolled into threads one-eighth
inch in diameter. The plastic limit is always lower than the liquid limit.
c. The plasticity index is numerical difference between the liquid limit
and the plastic limit and represents the range of moisture over which the soil
is plastic. The plasticity index, in combination with the liquid limit, indicates
the sensitivity of soils to changes in moisture. Realtionships of the plasticity
index to strength and expansive properties of soils are well established.
2.4 mechanical Analysis:
The mechanical (sieve) analysis consists of the process of passing a representative
sample through a system of sieves each with progressively smaller openings from
top to oottom. By weighing the total sample and subsequently the amount retained
on each sieve the portion, or percentage, of the material passing each sieve
can be determined. Data from a mechanical analysis was used to develop a "gradation
curve" (percent finer curve) from which the partical size distribution was determined.
Relationships between the gradation of soils and their engineering properties
are used to evaluate stability, resistance to erosion or scour, compactibality,
shearing resistance, and bearing capacity.
Page 2
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
--...-·,••9j>
APPENDIX "A"
Investigation and test procedures.
Page 3
2.5 Direct Shear Tests:
Direct shear tests are perfonned to detennine the failure envelope based on
yield shear strength. The shear box was designed to accol11110date a sample having
diameters of 2.375 inches or 2.5 inches and a height of 1.0 inch. Samples are
tested at different vertical loads and saturated moisture contents. The shear
stress is applied at a constant rate of strain of approximately 0.05 inches
per minute.
Direct shear tests are perfonned when values from the area geomorphology are
not considered by the engineer to be applicable on the site. When required,
representative samples are transported to a more complete soils laboratory for
the tests. Results of these tests are used to determine active, passive, and
soil bearing pressures through use of the Rankine and Terzaghi equations.
2.6 Expansion Index Test:
An expansion index test on rernolded samples is performed on representative samples
of the soils likely to influence the project's foundations. The test is performed
on that portion of the sample passing a No. 4 standard sieve. The sample is
braught to optimum moisture content, then dried back to a constant moisture
content for at least 12 hours at 230 deg. F. The specimen is then compacted
in a 4-inch diameter mold in two equal layers by means of a tamper, then trirrmed
to a final height of 1 inch, and brought to a saturation of approximately 50"/4.
The specimen is placed in a consolidometer with porous stones at the top and
bottom, a total normal load of 12.63 pounds (144.7 psf) is placed and the sample
is allowed to consolidate for a period of 10 minutes. The sample is allowed
to become saturated, and the change in vertical movement is recorded until the
rate of expansion becomes nominal. The expansion index is reported as the total
vertical displacement times the fraction of the sample passing the No. 4 sieve
times 1000.
The expansion index is used to classify the soil in accordance with Section
2904 (b) of the Uniform Building Code. Special design consideration is required
for structure foundations resting on soils with an expansion index greater than
20.
2.7 Density/Moisture Tests:
The maximum dry density and optimum moisture content of typical soils were determined
in the laboratory in accordance with AS™ Standard Test D-1557-78, Method A.
Results of tests and findings are presented in the text of the report attached
hereto.
1"'°" l '.J 1 IG.1'1., E
\
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
UNIFIED SOIL CLASSIFICATION CHART
SOIL DESCRIPTION
COARSE-GRAINED
More than half of m1terf1I la larger than• No. 200 sieve
GRAVELS. CLEAN GRAVELS
More than half of coarse fraction is larger than OW Well-graded gravels, gravel and sand mix-
No. 4 sieve size, but smaller than 3" tures, little or no fines.
GRAVELS WITH FINES
(appreciable amount)
SANOS, CLEAN SANDS
More than half of coarse fraction is smaller than a
No. 4 sieve.
SANDS WITH FINES
(appreciable amount)
FINE-GAAi NED
GP Poorly graded gravels, gravel and sand mix•
tures, little or no fines.
GM Silty gravels. poorly graded gravel-sand-silt
mixtures.
GC Clay gravels, poor1y graded gravel-sand-silt
mixtures.
SW Well-graded sand, gravelly sands, little or no
no fines.
SP Poorly graded sands, gravelly sands. little or
no fines.
SM Silty sands, poorly graded .sand and silty
mixtures.
SC Clayey sands, poorly graded sand and clay
mixtures.
More than haH of material 18 emalfer than • No. 200 sieve
SILTS AND CLAYS
Liquid Limit Less Than 50
Liquid Limit Greater Than 50
HIGHLY ORGANIC SOILS
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
ML
CL
OL
MH
CH
OH
PT
Inorganic silts and very fine sands. rock flour,
sandy silt and clayey-silt sand mixtures with
a slight plasticity.
Inorganic clays of low to medium plasticity,
gravelly clays. sandy clays, silty clays, clean
clays.
Organic silts and organic silty clays of low
plasticity.
Inorganic silts. micaceous or diatomaceous
fine sandy or silty soils, elastic silts.
Inorganic clays of high plasticity, fat clays.
Organic clays of medium to high plasticity.
Peat and other highly organic soils.
n C/1
0 > z z
"' n := > ~ ~ Cl 0
,., VI z ffl " z z a ,., ,., z :c ffl
"' ffl :II z a
General
Classification
Usual Types
of Significant
Constituent
Materials
Textural
Classifi-
cation
General
Grading
Group
Classification
General
Stability
Properties
General
Rating as
Subgrade
Stone Frag-
ments
Gravel and
Sand
Uniformly
graded;
coarse-
fine, ex-
cellent
binder
A-1
A-1-a A-1-b
Highly
stable at
all times
AASHO SOIL CLASSIFICATION
Granular Silt-Clay Materials
(35% or less passim!: No. 200) (More than 35% passing No. 200)
Silty or Clayey Fine Silty Soils Clayey Soils Gravel and Sand Sand
Coarse Fine sand Defloc-Poor grading; Poor grading; material cohesion-Micaceous culated Drainable Peat
poor binder inferior only;no less silt and dia-cohesive flocculate and
binder binder and friable tomaceous clays clays Muck
clay
A-2
Friable Plastic A-3 A-4 A-5 A-6 A-7 A-8
A-2-4 A-2-5 A-2-6 A-2-7 A-7.-5 A-7-6
Satisfac-t
torywhen Difficult Good Good
Stable when Good Ideal dry; loss to com-stabil-stability Incap-
dry; may stable support of stabil-pact;sta-itywhen when able
ravel material when ity when bility proper-properly of
confined wetorby doubtful ly com-compact-support
frost ac-pacted ed
tion
Excellent to Fair Fair to Poor
,..,.n·,IIGAII
2 3 " S 6 7 I 9 10 15 20 25 30 ,o 50 60 10 ao 90 100
UniflNI Soil Clastiflc:ation CJ)
Corpt .t' fn9lneen. CJI' • -Deportment •f tke Army, and I -•• .
lurffu ef Reclamatl•A I
I I I I .1 ,.
I ~
!
AASHO Soil Clastific:ation (JI I I lurffu ,.f Pullllc l•adt
I I ~ I I -_,, •
I I I I I ·--~
1.-2-h.A· ·°:.1.-Jl.-·"-ft• ..,_ -I ·-I ,._,. __ ,
... _ ...
A-.T-""11 .&-T-lllli
Federal Aviation Agenc:y -:f~ Soil Clauiflc:ation (4) I I I I I I I
b 1----'
I -I -· .,_ ... .. _, ,._ "
Ra1i,tanc:• Yalu•-• IS) I
20 30 l•t I !iO] 55j 101 I 60 80 85
I I r I
I Modulus of Subgrade Reaction-tr, psi per In. <•I
100 l!i0 1 1200 I 250 300 •oo 500 6001700 80 0
t I I
I
I I I I I ' Bearing Value, psi !7) I
(30-ln. di<1meler plate, 0.1-in. deflectfonl I
10 I I 20 I 30 I I -'O ! 50 60 70
I I I I I I
i C~lifo~nia ha~in9 Ratlo-CBR I ! I ' 3 ' 5 6 7 8 9 10 15 20 25 30 -'0 50 60 70 80 90 100 I
{I l Po, the basic idea, ••• O. J. ''"""• "P,:,uttdatiaM lo, ,re•il>I• Pov•m■ftta," Highway IIH•••dl laGrd
ProcHditt91 of tl,e T'""/J'·tKond A,,...,..I M .. 1109, l 9U, Vol. 22, pog•• 100-l 36.
12) ''Choract•ri,tin of Soil Groups P•rtoiaittg lo load• ottd Airfi•ld,," App••di.l I, Tl,e Uo;f,.,J Soil Cl<mil/cali...,
Sfdfft, U.S. Army Ca,p1 of EnglnHn, Techoical MeMo,onduffl 3-3!11, l 9S3.
(3) "Clauiflcat,..., of Hi9hway S•b grad• Material-.'" Highwoy ••••••di laard ,,ace.Jinr• of ,,._ Twenly-1/t"'
MttWI MNli1t9, 1.4!1, Vol. 2$, pog4t 376-392.
14) Ai,p«I ,.,.;n9, U.S. Deporlm-af Comm••••• F•derol AviGliolt Agency, May 1941, pa9H 11 -16. EIII•
mciited "-.ino ..-ah••• 9.,.,.,. in FAA D•.tiign, M•nwl 1or .A•rport Po_..,.,._,,._
l5J P, N. H••em, 0 A. N•w Approcach for Pav•mettt DeMgn/' fngi.,...,i.n-a N•••·•KDl'd, Val, 141, No. 2, J'lolfy I,
1948, l'GIH l J4, 139. I i& facto, •••d in Calllorola Stob,lo..,etfl Method of Deli9r1.
(61 S.• T. A. M.iddlebtooli:1 and G. IE, lertr-om, '•SoH Te1f1 fot" O•si,g.., of Ru:n.wi::1y Pa-.emwih,"" Hl,;hwoy R•March
IGord 1'rocHdirl91 of tlle r.,..,1-,.-0..., ,._, M.ting, 1942, Vol. 22, pog• I Sl. k is focror u .. cl in W•••••raorcl"1
analyt', fo, d..-gn of c:oncr•t• pc•e111ff!t.
(1) S.e raf••-• (6), pot• l 14.
Approximate interrelationships of soil classifications
and bearing values.
SAN CARLOS ENGINEERING
CONSULTING ENGINEERS
---··-T•· .
APPENDIX ·o·
RECOMMENDED GRAD I NG SPECIF I CAT I ON-GENERAL PROVISIONS
1. GENERAL:
The site sha11 be prepared and graded in accordance wHh this specification; the
approved grading plans; applicable Sections of Chapters 29 and 70 of the Uniform
Building Code; Codes, ordinances and policies of the Governing Agency; and,
recommendations of the attached "Report of Soil Investigation".
1.1 lntent:lt is the intent of this specification to estabhsh the level of control
and set out the minimum standards for clearing and grubbing, preparing natural
soils, processing fill soils, placing and compacting fi11s and grading the project.
This specification is a part of the "Report of Soi1 Investigation" (herein after
referred to as Report) and shall be used in conjunction with it. Notwithstanding
the recommendations of the "Report", deviation from this specification will
not be permitted except when modifi.ed in writing by San Carlos Engineering.
2. DEFINITIONS: For the purposes of this specification the definitions listed
hereunder shall be construed as specified in this specification.
Bedrock is in-place solid rock.
Bench is a relatively level step excaYated into earth material on which fill
is to be placed.
Borrow is earth material acquired from an off-site location for use in
grading on a site.
Civil Engineer shall mean a professional engineer registered in the state of
California to practice in the field of civil works. The term Ci't'il Engineer (herein
after ref erred to as Civil Engineer) is the person responsible for preparation of the
approved grading plans.
Civi1 Engineering shall mean the applicatlon of the knowledge of the forces
of nature, principals of mechanics and the properties of materials to the
evaluation, design and con~truction of civil works for the beneficial uses of
mankind.
Compoction is the densification of soils by mechanical means.
Earth Materiol is any rock, natural soil or fill and/or any combination
thereof.
GRADINIJ SPECIFICATION f',3ge 1
APPENDIX ·a·
RECOMMENDED GRADING SPECIFICATION-GENERAL PROVISIONS
DEF/JV/TIO.NS COJVTIJVl/ED:
Eorthwork includes all site preparation, grading and compaction operations.
Erosion is the wearing away of the ground surface as a result of the
movement of wind, water and/or ice.
Excovotion is the mechanical removal of earth material.
Fill is the deposit of earth material placed by artificial means.
Grode shall mean the vertical location of the ground surface.
Existing Grode is the grade prior to grading.
Rough Grode is the stage at which the grade approximately conforms to the
approved p 1 an.
Finish Grode is the final grade of the site which conforms to the approved
plan.
Grading is any excavating or filling or combination thereof.
Key is a designed compacted fill placed in a trench excavated in earth
material beneath the toe of a proposed fill slope.
Report is the "Report of Geotechnical Investigation" of which this
specification is a part.
Site is any lot or parcel of land or contiguous combination thereof, under the
same ownership, where grading is performed or permitted.
Slope is an inclined ground surface the inclination of which is expressed as a
ratio of horizontal distance to vertical distance.
Soil is naturally occurring superficial deposits overlying bedrock.
Site Engineer shall mean a civil engineer experienced and knowledgeable in
the practice of soils engineering. For purposes of this specification the term Site
Engineer shall meen Son Carlos Engineering.
Soils Engineering shall mean the application of the principals of soil
mechanics in the investigation, evaluation and design of civil works involving the
use of earth materials and the inspection and testing of the construction thereof.
Terroce is a relatively level step constructed in the face of a graded slope
surface for drainage and maintenance purposes.
Unsuitable soil is soil which in the opinion of the site engineer is not
competent to support other soil, fill_, or structures or to satisfactorily perform
the other functions for ,vhich the soil is inten,je,j
GRADING SPECIFICATION Pa1J8 2
----r.
APPENDIX ·a·
RECOMMENDED GRADING SPECIFICATION-GENERAL PROVISIONS
3. SUBSURFACE CONDITIONS: Borings, trenches and test pit investigations have
been made at aYailable locations selected by the Site Engineer. Records and/or
results of these investigations are set out in the "Report". The inform6tion
obt6ined from these exc6vations applies only to conditions encountered 6t their
loc6tions and to the depth to which they were made. It shall be the responsibility
for the contractor to examine the site personally and to conduct such additional
investigations as he may deem necessary for planning and execution of work. The
contractor shall inform the Site Engineer immediately if any conditions not
described in the "Report" are encountered.
4. HAZARDS: Whenever the Site Engineer determines that any existing exc6V6tion
or embankment or fi 11 on pri V6te property has become a hazard to 1 if e and 1 i mb ,or
endangers property, or adversely affects the safety, use or stability of the land
the governing agency, owner, civil engineer, and contractor shall be notified.
5. QUALITY CONTROL:
5.1 Site Engineer·s Responsibility: The site engineer's area of responsibility
shall include, but need not be limited to, the professional inspection and approval
concerning the preparation of ground to receive fills, testing for required
compaction, stability of all finish slopes and the design of buttress fills, where
required, and incorporating data acquired during the earthwork operations and/or
supplied by the "Report".
The site engineer will analyze the results of tests and observations, exercise
engineering judgement and make all decisions related to suitability and
acceptability of earthwork operations.
The site engineer will prepare a ·written "Report of Site Preparation, Grading and
Compaction of Fills". This report will include locations and elevations of field
density tests. summaries of field and laboratonJ tests and other substantiating
data and comments on any changes made during grading and their effect on the
recommendations ma,je in trie ··Report" He shall provide approval as to the
adequacy of the site for the intended use.
GPA['ING SFEC:!FICATION r-age :i
APPENDIX ·o·
RECOMMENDED GRAD I NG SPECIF I CAT I ON-GENERAL PROVISIONS
(ll/AL /TY CONTROL CONT/Nl/EfJ:
5.2 Controctor·s Responsibility: It shall be the responsibility of the
contractor to to assist the site engineer and keep hlm apprised of work schedules
and any conditions which do not appear to have been defined in the "Report".
Compliance with governing codes, grading the land to the lines and grades shown
on the approved plans and compacting the soils to specified densities are the sole
responsibility of the contractor.
5.3 Test Methods:
Optimum moisture ond maximum dry density shall be determined in
accordance with ASTM test method D 1557-78 which uses 25 blows of a 1 0 pound
rammer falling 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot
cylindrical mold.
In-place field density shall be determined in accordance with ASTM test
method D 1556-64 (sand cone).
Probe/Penetrometer tests shall be conducted by the site engineer and used to
judge the uniformity, compaction and stability of the soil mass.
5.4 Locution ond Elevation of Field Density Tests: Field density tests shall
be taken for approximately each layer of fill, but not to exceed two feet in
vertical height between tests. Field density tests may be taken at intervals of 6
inches in elevation gain if required by the site engineer. The location of tests in
plan shall so spaced as to give the best possible coverage and shall be taken no
fart her apart than 100 feet. Tests shall be taken on corner and terrace lots for
each two feet of elevation gain. The site engineer may take additional tests as
necessary to check on the uniformity of compaction_ 'vihere sheepsfoot rollers are
used, the tests shall be taken in the compacted material below the disturbed
surf ace. AddiUonal layers of fill shall not. be spread until the site engineer has
determined that the specHi ed density has been reached to the current elevaU on.
13RADING SPECIFICATION
APPENDIX "B"
RECOMMENDED GRAD I NG SPECIF I CAT I ON-GENERAL PROVISIONS
(}UAL/TY COIVTROL COIVTIIVUED:
5.5 Inspect i on/Survei l l 11nce:
Sufficient inspection and surveillance by the site engineer shall be maintained
during the earthwork operations to assure compliance with this specification.
6. SITE PREPARATION:
6.1 Cle11ring 11nd Grubbing: Within the areas to be graded, all trees, brush,
stumps, logs and roots shall be removed and legally disposed of.
6.2 Stripping: Stripping, if required in the "'Report"' or grading plans, shall be
conducted on all excavation and fill areas. Topsoils shall be removed to a minimum
depth of one foot and shall be stockpiled for use in finish grading. Any artificial
fill or rubbish, organic or other deleterious material encountered in the stripping
operation shall be removed to its full depth and legally disposed of.
6.3 Prep11r11tion of ground: The ground surface shall be prepared to receive fill
by removing vegetation, noncomplying fill, topsoil and other unsuitable materials
to the depths directed by the site engineer, scarifying to provide a bond with the
new fill and, where slopes are steeper than five to one, by benching into sound
bedrock or other competent material as determined by the site engineer. A key
shall be constructed at the toe of the fill. Where fill is to be placed over a cut, the
bench under the toe of fill shall be at least 1 O feet wide but the cut must be made
prior to placing fill and approved by the site engineer as a suitable foundation for
f i 11.
6.4 Fill M11teri11l: Detrimental amounts of organic material shall not be
permitted in fills. Except as permitted by the site engineer, no rock or similar
irre,jucible material with a maximum dimension greater that 12 inches shall be
buried or placed in fills
(3RADINS SPECIFICATION P81J8 ::i
APPENDIX '"B'"
RECOMMENDED GRAD I NG SPECIFICATION-GENERAL PROVISIONS
SITE PREPARAT/0,V CONT/NllEP:
6.5 Buried Structures: Any abandoned buried structures and utilities
encountered during grading operations shall be totally remoYed. The resulting
depressions shall be backfilled with suitable material placed and compacted in
accordance with this spec1ficat1on. This includes, but is not limited to, septic
tanks, fuel tanks, sewer lines, leach lines, storm drains and water lines.
Abandoned water wells shall be backfilled and capped as directed by the site
engineer.
7. PLACING AND COMPACTING FILLS
7.1 Source: To the extent practicable, a11 suitable on-site cut materials shall be
used to construct the fills. If cut quantities are insufficient to bring the site to
plan grade levels borrow materials must be approYed by the site engineer before
transporting them to the site.
7.2 Sequence of Operations: Filling shall begin in the lowest section of the
area. FHl shall be spread in layers as hereinafter specified. The surface of each
layer shall be approximately horizonta1 but will be provided with sufficient
longitudinal and transverse slope to provide for runoff of surf ace water from
every point. Fi11ing shall be conducted so that no obstruction to drainage is created
at any time. Dewatering fa ell it ies, 1f any, shall be continuously maintained in
effective operating condition.
7.3 Loyer Construction: Flll shall be spread in approximately horizontal layers
measuring 10 inches in thickness prior to compaction. Each layer of fill shall be
inspected prior to compaction. All visible roots, vegetation, or debris shal1 be
rernoved. Stones larger t11at 12 inches shall be removed or broken. The water
content of each layer shall be ,jet ermined to be suHable for compaction or shall be
brought to a suitable condition by measures hereinafter described. t'laterial
incorporate,j in the fi11 vvhich is not in satisfactonJ condition shal1 be subject to
rejection an1j removal at Hie contractor's e:,:pense.
GRAD1NG SPECtF1CATION
• ~ -·--·,. r·
APPENDIX ·a-
RECOMMENDED GRADING SPECIFICATION-GENERAL PROVISIONS
PLAC/N6 AIV.O CO/'/PACTIIV6 FILLS CONTIIVLIEIJ.·
7_4 Fill Slopes: Fi11 slopes shall be compacted by means of sheepsfoot ro11ers or
other suitable equipment. In addition, f111 slopes at ratios of two to one or flatter,
should be track rolled. Steeper fi11 slopes shall be over-built and cut-back to
finish contours. Slope compaction sha11 result in all fi11 material six or more
inches inward from the finish face of the slope having a relative compaction of at
least 90 % of maximum dry density. Compaction on the slopes shall continue untn
the site engineer is saUsfied that they will be stable.
7.5 Compoction: All fills placed on the site and all backfill of removed topsoils,
trenches and retaining walls shall be compacted to within 90% of maximum dry
density. If the percentage compaction at any point is found to be unacceptable,
additional compaction with or without modification of the field moisture content
as directed, shall be performed and a second moisture-density determination
made. This procedure shall be repeated until satisfactory compaction is obtained.
7. 5.. I Equipment_-The contractor shall describe the type or types of compact ion
equipment which he proposes to furnish for use under the contract. If in the
opinion of the site engineer, any proposed type is considered unsuitable or
inadequate,. the contractor sha11 be required to select and furnish an alternate
approved type or demonstrate by fie1d trial conducted at his own expense that the
originally proposed type will perform in a satisfactory manner.
7.5..2 Moisture Content.-Compaction shall be performed only when the fill
material is in an approved condition of moisture content. In the absence of a
specific waiver of these provisions, the approved condition shall be in the range of
2% less to rn: more than the optimum moisture content established by laboratory
analysis.
The contractor shall furnish equipment for rnr-~:!ifying the moisture content of the
fill material and at times 'Nhen the moisture content is not within the specified
range, shall operate such equipment so as to achieve the necessary correction with
minimum loss of time. The addition of water shall be accomplished by methods
which v-dll 1jistribute the eidded \Nater evenly and in a controlled manner over the
fill. Reduction of the water content. st1all be accornplished by methods which are
effective. for orornoting aeration of the fill material.
GRAD1NG SPEC!F!CAT!ON Page 7
APPENDIX "H"
RECOMMENDED GRADING SPECIFICATION-GENERAL PROVISIONS
H. TRANSITION LOTS:
Where transitions between cut and fill occur within a proposed building pad, the
cut portion shall be over-excavated a minimum of one foot below the bottom of
proposed foundations and recompacted as heretofore specified.
9. PROTECTION OF FILL DURING CONSTRUCTION:
Despite the provisions of other sections of this specification, layer placement and
thickness shall be so controlled that no ponding of water can occur on any working
surface. This shall be accomplished however, without at any time exceeding the
specified maximum layer thickness. Grading operations shall be performed so as to
insure unobstructed run-off at all times from every point on the working surface.
I 0. SEASONAL LIMITS:
No fill material shall be placed, spr-ead or rolled if weather conditions increase
the moisture content above permissible limits. When the work is interrupted by
rain, fill operations shall not be resumed until field tests by the site engineer
indicate that the moisture content and density of fill are as previously specified.
(3RADIMG SPECIFICAT!CIN Pa,~e 8
CERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD Plan
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD, CA 92009
(619) 438-1161
Check No .oio (p(f
9~79
This form shall be used to determine the amount of school fees for a project and to verify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT:
___ Carlsbad Unified San Marcos Unified
270 West San Marcos Blvd. 6350 Yarrow Drive Ste. A
Carlsbad, CA 92009 ( 438-5710) San Marcos, CA 92069 (744-4776)
Encinitas Union Elementary V San Dieguito Union High School
189 Union Street ~ 625 North Vulcan
Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491)
P4~AGoN PA::Jrit;_ ,Nv~ ,-
Project Applicant: :Fo(Git Ai,';4N(5' .. APN: 2../ b -ICJo -05-
Project Address: ..2503 £ l-6"05" L.,/irV,:J-tVT£ tr
RESIDENTIAL: SQ. FT. of living area _$5/2=_
SQ, FT. of covered area
Number of dwelling units o<,
-----SQ. FT. of garage area /08()
COMMERCIAL/ INDUSTRIAL~-SQ~~A
Prepared By ,., z_'d_ ---(-+---'-"-~--Date /// /S-/t& ----"-7,,_ __ -J,<--->IL..;::...-----
------------------------------------------------------------------------------------------
FEE CERTIFICATION ·0 (To be completed by the School District)
~ Applicant has complied with fee requirement under Government Code 53080
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other -----------------------------------
Residential Fee Levied: $3DD&>. J7 based on "35/~ sq. ft.@ , f5G?
$ based on -----------sq. ft.@ -------
School District Official Date
AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential.
--',,,) 7.S",,;""~ -:. ,_·~~1c,· ":...:_,_~_ ,] __ t 1'i ~ ~~ ~ -...... ,..,.r:~1.".'l;-__ ...., .i:nnt ,._ -~-. ,,..,,~,-~. . . ., '": .. 1 .. _ r"\--"' ~ ~
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
The application must be signed by the owner (or his representative) of the property to be served. The total
charges must be paid to the District at the time the application is submitted.
APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH
SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CON-
NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED.
A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year
shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years
shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends
into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll
in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on
the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually com-
mences on a different date.
The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions.
Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on
individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will
be the responsibility of the buyer.
lf a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The service
lateral is that part of the sewer system that extends from the 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 applicant's plumbing 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 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 TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION
LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND
WILL NOT BE ACKNOWLEDGED.
In the event unusual construction conditions occur, such as blasting, Jack hammering hard rock, dewatering,
etc., the applicant shall be liable tor any cost over and above the established charge.
The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to
the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid
plan check and inspection fees for a subdivision.
OWNER'S NAME Paragon Pacific Investments,
MAILINGADDRESS: 10221 Slater Ave-Suite 202
Fountain Valley, Ca. 92708
PHONE NUMBER: 714-9 62-7 484
SERVICE ADDRESS: 2503-05 Levan te Street
TRACT NAME/NO. ______ LOT# 111
ASSESSOR'SPARCELNO.: 216-190-05
TYPE OF BUILDING Duplex NO./UNITS __ 2_
el;ti.lNECTION FEE:$ 5 'OOO' OO
LATERAL SIZE: ·EASEMENT: ____ _
EXTRA FOOTAGE:-----@ $ __ _,Foot __ _
EXTRA DEPTH: -@$,_-~Foot ____ _ LATERAL FEE ____________ _
INSPECTION DEPOSIT _____ ~---
PRORATED SEWER SERV. FEE---,--...,,...,,-=--~--
TOTAL 5,000.00
PAIDBY:CASH ___ CHECK# 352017
The undersigned hereby agrees that the above information given is correct and agrees to the conditions as
stated.
11-21-88 W.V.R 18915
Date Rec'd. By Account No.
Ref: 15 S. PERMIT 1
•
I
I JIPUmula Olivenhain Municipal Water District ~
A Public Agency
1966 OLIVENHAIN ROAD• ENCINITAS, CA 92024 • (619) 753-6466
NAME AND ADDRESS FOR BILLING:
Name: -;-fl I< H h I\/ ±·'fl( I~ IL /11//)f"S TIJ/f,11/l S'.
DATE / / ~ / --., WORK ORDER#, I
ACCOUNT NO
TYPE OF SERVICE NO.OF UNITS
SIZE METER c;,__ _ 6;l/f' I/
METER LOCATION.
..... T A /#(. 2 :;ic) 3 ~ :z 50 ANT£
Address: / .z. 2 f L 8TER nl/f ,, S 7l ;r .2.o 2-t----,-L0-1--1-1 ____________ _
City: UL Alt]9!N VALl[ I C/i 92.zof I ;
Phone: -11</ -:J/c Z -7(/ £t./
b/9-</31-'-/7tS-
APPLICATION TAKEN BY; -•
I/
ACCOUNT
PR1cEs QUOTED ARE SUBJECT TO CHANGE WITHOUT NOTICE NO.
" COST OF METER AND INSTALLATION ... .(.~.?<_._/,~~ .. ) ................... . 22720 $
CONNECTION FEE (less credit$ _______ .~ .. ?f~?.-.1. .'k~.). .... . 49910 $
PIPELINE EXTENSION CONNECTION FEE (Ext.# ____ ) .............. . 22750 $
DEPOSIT ( ) ............. .. 22850 $
JUMPERS ( ~ .... o .... .. 13710 $
$
TOTAL:$
Sec. 7057, Title 17, (Public Health) Cal. Adm. Code
5 {,.,
System Pressure: (a) Normal operating pressure at the service connection shall not be less than 25 pounds per square inch
gauge (p.s.i.g.) nor more than 125 p.s.i.g., except that during periods of hourly maximum demand at the time of peak seasonal
loads the pressure may be not less than 20 p.s.i.g. and that during periods of hourly minimum demand the pressure may be not
more than 150 p.s.i.g .. Variations in pressures under normal operation shall not exceed 50 percent of the average operating
pressure. The average operating pressure shall be determined by computing the arithmetical average of at least 24 consecutive
hourly pressure readings.
(b) In a water system supplying customers at widely varying elevations, the utility may furnish a service which does not
comply with the foregoing pressure specifications, if the customer is fully advised of the conditions under which
average service may be expected, and the customer's agreement is secured in writing.
(c) New water systems, or new pressure zones in existing water systems supplying customers at substantially constant
elevation shall be designed to maintain an operating pressure at the service connection of not less than 35 p.s.i.g. nor greater
than l 00 p.s.i.g ..
The undersigned applicant acknowledges that he has read, had explained, and understands Sec. 7057 of Title 17, (Public
Health), Cal. Adm. Code and agrees to accept water service at not less than .2 l p.s.i.g. and not more than .' "/:;, p.s.i.g ..
"I HEREBY AGREE TO ABIDE BY THE RULES AND REGULATIONS OF THE OLIVEN HAIN MUNICIPAL WATER DISTRICT AND I
AM IN RECEIPT OF A COPY OF THESE RULES AND REGULATIONS.'' INSTALLATION OF METERS ARE SCHEDULED
ACCORDING TO THE DISTRICT'SCURRENTWORKLOAD. TEMPORARYCON-STRUCTION METERS FOR CONSTRUCTION
USE ONLY.
SIGNATURE ( \~ pb C 1),
-----------FOR DISTRICT USE ONLY-•j-----------
METER # __________ STARTING DATE ________ METER SIZE ____________ _
METER TYPE ____________ DIALS ____ UNITS ____ RATE CLASS _____ READG. __ _
R/C __________ M/C _________ T.M. BOOK ________ COMP. _______ _