HomeMy WebLinkAbout158 ACACIA AVE; ; CB891583; PermitAlTENTION
INFORMATION CONTAINED IN
THIS FILE MAY ALSO RELATE TO
THE ADDRESSES OF
150 AND 154 ACACIA AV
11/07/89 10:03
Page 1 of 1 Development No:
Permit Type: CONDOMINIUMS
Parcel No: Valuation: 139,518 Construction Type: NEW Ch*239
Occupancy Group: R3 Class Code: Description: 1930 SF LIV 464 SF 40 SF DECK Applied : 10/19/89
: (ONE OF THREE CONDOS) PC891024 Apr/Issue : 11/07/89
BUILDING PERMIT Permit No: CB891583 Project No: A8902738 ' Job Address: 158 ACACIA AV Str : F1: Ste : 1211 i.lfijT!*? Gc():, c,: .>;
'"i:.t't"T ;;,;*i , ;, i, .., , 1. .:
Status: ISSUED
Validated By: CD
CONTRACTOR : SEWART, DENNIS Lic. C NO 434-3900
OCEANSIDE, 4576 CORONADO CA DR ,92,
*** Fees Required ***- ,'' & Credits *** ""-""""-"""""""
Fees : 9,444,.b0
Adjustments: .oo .oo
Total Fees: 9 ;.444. ow .oo
Fee description 9,444.00 Ext fee Data
., . Building Permit Plan Check
Strong Motion Fee , .,,
Enter 'Y' to Autoca'le,."P;,P,F. ', > , ~* .,~ ,,***~~*,>
Enter 'Y' to Autocare T.I.F. ', .>
Enter Number of EDU"@ > , , ~(1 :i:bO ~' ". a -;.,kif
Enter Park-in-Lieu Diitriott(3) > * BUILDING TOTAL
Enter "Y" for Plumbing I e .Fee 3 ',.,., ,;'." ,, ,. 7.50 Y
Each Plumbing Fixture or '>'' . ,,ic'.gd-'.... + . . . , ' 2.50 35.00
Each Building Sewer Each Water Heater and/or Vent . . >'."' ' '', :' l.:OO 2.50 2.50
Gas Piping System > 1.00 2.50 2.50
Each Vacuum Breaker > 1.00 2.50 2.59
x PLUMBING TOTAL 57.00
Enter "Y" for Electric Issue Fee > 5.00 Y
Three Phase Per AMP > 100.00 .50 50.00 * ELECTRICAL TOTAL ($10 Minimum) 55.00 Enter 'Y' for Mechanical Issue Fee> 15.00 Y
Install Furn/Ducts > 1.00 9.00 9.00 Each Susp/Recess/Floor-Mt Heater > 1.00 9.00 9.00 Each Install/Reloc Appliance Vent > 3.00 4.50 13.50
Each Hood/Fireplace > 1.00 6.50 6.50
x MECHANICAL TOTAL 53.00
"P .. 780.00
I, I ~ ,"~,,. .I. (1 507.00
, ,;. ,"'" I ..i.' .. . "~'.".~~.:.,'~.* 10.00
"""_"""""
,. ..
i .. .
'
, .r , ' , ,^,.,,_'. 4883.00 Y
*,~ .a, . ' . 600.00 Y ' ,. . .I/*I._
', .oo
or manually enter M.F.F.. > 171.3. '::' 1713.00
... 786.00 .' ', 9279.00
.-
' .' , ... .
. . ,' >, .' ',', :il'$a 6.50 6.50
ClTy OF C
2075 Las Palmas Dr., Carlsba
, City of Carlsbad Building Department PERMIT APPLICATION
2075 Las Palnas Dr., Carlsbad, CA 92009 (8191 438-1161
!
ESl. VAL
puy a DEFUSI~
VALID. I*
MlE
+ t'sP+ex%,
BLOC. SO. FlG. X OF STORIES
3. CONTACT PERSON
WE MDRESS
Clll STAlE ZIP WE DAY TELEPHWE
SIWTURE
4. APPLICANT OCONlRAClIR
MAW
0 AGENT FOR CONTRACTOR OWNER
'ADDRESS
OAGENl FIR IXINER
S1WAlUL
8. OWNER-BUILDER DECLARATION
DATE
Mer-auiidcr ~ularafion: I hereby affirm that I am cxrnpt frm the Confra~f~r'a ~iccmc Law for fhe following rearm:
FINAL BUILDING INSPECTION
DEFT: BUILDING ENGINEERING FIRE ' U/M WATER
PLAN CHECK#: CB891583
PROJECT NAME: 1930 SF LIV 464 SF 40 SF DECK PERMIT#: CB891583
(ONE OF THREE CONDOS) PC891024
ADDRESS : .P? ,
CONTACT PERSON/PHONE#: DENNIS/726-4541 SEWER DIST: WATER DIST:
DATE: 10/31/90
PERMIT TYPE: CONDO
INSPECTED D&v'lA @. DATE BY : INSPECTED: ( APPROVED - J DISAPPROVED - -
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED __
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED -
COMMENTS :
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGmERING' FIRE ' PLANNING U/M WATER
PLAN CHECK#: CB891583
PERMIT#: CB891583
PROJECT NAME: 1930 SF LIV 464 SF 40 SF DECK
(ONE OF THREE CONDOS) PC891024
DATE: 10/31/90 PERMIT TYPE: CONDO
INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED -
INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED -
""""""""" ......................................................................
COMMENTS :
FINAL BUILDING INSPECTION
DEFT: BUILDING ENGINEERING FIRE * PLANNING U/M WATER
PLAN CHECK#: CB891583
PROJECT NAME: 1930 SF LIV 464 SF 40 SF DECK
PERMIT#: CB891583
(ONE OF THREE CONDOS) PC891024
ADDRESS: 158 ACACIA AV
SEWER DIST: CONTACT PERSON/PHONE#: DENNIS/726-4541 WATER DIST:
DATE: 10/31/90 PERMIT TYPE: CONDO
COMMENTS :
FINAL BUILDING INSPECTION
DEPT: BUILDING ' ENGINEERING FIRE. * PLANNING U/M WATER
PULN CHECK#: CB891583
PERMIT#: CB891583 PROJECT NAME: 1930 SF LIV 464 SF 40 SF DECK
(ONE OF THREE CONDOS) PC891024
DATE: 10/31/90
PERMIT TYPE: CONDO
ADDRESS: 158 ACACIA AV
SEWER DIST: CONTACT PERSON/PHONE#: DENNIS/726-4541 WATER DIST:
"""" I"""""" """"""""" ""=- ____====_ """"""""3"" -="" -J==,====,,======,===
INSPECTED DATE BY: INSPECTED: 1990 APPROVED - J DISAPPROVED -
(61 9) 438-3367
04/29/91 INSPECTION HISTORY LISTING FOR PERMIT# CB891583
DATE
11/21/90
11/21/90 11/19/90 11/19/90 11/13/90 11/13/90 11/07/90 11/07/90 11/01/90 11/01/90
INSPECTION TYPE
Final Combo
Final Combo Final Combo Final Combo Final Combo
Final Combo
Final Combo
Final Combo
Final Combo
Final Combo
INSP ACT COMMENTS
RI RI MH/726/4541 PM PLEASE
PD NR RI RI MH/DENNIS/726-4541 PD co RI RI RS/DENNIS/726-4541
RI PD co RI MH/DENNIS/726-4541
PD RI co RI Tl/MH/DENNIS/726-4541
MP NR
HIT <RETURN> TO CONTINUE...
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB891583 FOR 1 l/2 1/ 9 0 INSPECTOR AREA PD DESCRIPTION: 1930 SF LIV 464 SF 40 SF DECK PLANCK# CB891583 OCC GRP
TYPE: CONDO CONSTR. TYPE NEW
APPLICANT: DENNIS SEWART PHONE: 434 3900 CONTRACTOR: SEWART, DENNIS OWNER:
REMARKS: MH/726/4541 PM PLEASE INSPECTOR
(ONE OF THREE CONDOS) PC891024
JOB ADDRESS: 158 ACACIA AV STR: FL: STE :
PHONE: 61932Jl ,
PHONE :
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical
DATE DESCRIPTION
111990 Final Combo 111390 Final Combo
110790 Final Combo
110190 Final Combo 102589 Rough Electric
***** INSPECTION HISTORY *****
ACT INSP
CO PD
COMMENTS
CO PD
NR MP
CO PD
AP TM
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO. CA 92 123
(619) 5601466
necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff.
The plans transmitted herewith have significant deficiencies
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
are resolved and
0 identified on the enclosed check list and should be corrected
0 jurisdiction to return to the applicant contact person.
0 The'applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that ' plan check has been completed.
0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone X 0 REMARKS:
By : DAV ID YA 0 Enclosures:
ESGIL CORPORATION K'/s
OGA OAA Ow ODM i
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE' 208
SAN DIEGO. CA 92123
(619) 5601468
DATE : s/ 21
JURISDICTION: CITY OF CARLSgAD
PLAN CHECK NO:
PROJECT ADDRESS: I .'74 AT ACI A
=FILE COPY 89 lo 24 SET: nups !>DESIGNER
PROJECT NAME : Dl #u 270, MICUFLSO~, LFY 3 -SFD
The plans transmitted herewith have been corrected where
building codes.
0 with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply
0 necessary and substantially comply with the jurisdic.tion's
cies identified are resolved and checked by building department staff.
0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information.
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant' contact person.
The applicant's copy of the check list has been sent to:
?em,< Sewovt
4576 Gwna do ~r. 0s 920 ~6
@ Esgil staff did not advise the applicant contact person that
plan check has been completed.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: roplQ& 9-a.1-94 Telephone #
-
0 REMARKS:
By : DAVl D YA 0 Enclosures:
ESGIL CORPORATION
OGA OAA Ovw ODM
contained in the Uniform Building Code, Uniform
Pluablng Code, Uniform Mechanical Code. Nstiml
Electrical Code and state lms regulating energy
conaarwation, mise attenuatian and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrcctiona
based.on laws and ordinances enforced by the
Planning Department. Engineering Department or
other departments. 1
The item8 circled below need clarificstion,
modification or change. All circled items have
to be satisfied before the plans will be in
conformancs With.th0 cited codex and reaulations.
3
crrclngs and zubmit two new sets of prints,
and any orlqlnal plan rets that may havo
been returned to you by the JurisdIc.tion,
to: EScrirL
next to each clrcled Item, the sheet if To fscilitmtc rechecking, pleaso identify,
this sheet has been made and return thls
the Plana upon which each correctlon an
check sheet with tho revlsed plans.
Date Ad plan check completed 9/. I
BY DA\/ ID YAO
I I
Thermal Mass Thermal Mass
Thermal Mass
Thermal mass is material used to store heat.
Commonly used thermal mass materials include
concrete, masonry, brick. tile and rock These
materials are readily available and have exceUent
thermal propenies. The more mass a building has.
the slower its interior tempemtures will change.
Thermal mass can conserve energy in a residential building in two basic ways: - In the winter, solar radiation entering a
building through glass is absorbed directly or indirectly into areas of thermal mass exposed
to indoor air. The mass material tends to
store its heat during the day and release it into
the mom air during the evening and night
when more heating is required. - In the summer months, the mass material can
be cooled down at night by natural
ventilation. During the daytime, the mass
absorbs excess heat and helps keep down
indoor air temperatures. If glazing is well
shaded to keep out direct sunlight, the mass
can substantiaUy reduce or eliminate completely the need formechanical cooling.
Table G-12: Thermal Mass Properties
Material Conductivity Density Heat
(Barlhr-f?-~ (lb/ft3) (BWlb-9
Specific
Adobe.
Lightweight Heavy Concrcte
concrete
Gypsum Masonry Vmea
Masonry Infill
Concrete Masonry
Grouted Concrete
Unit
Masonry Unit
stucco Tie in Mom
Solid Wood (Fir)
0.33 120
0.98
0.20
140 0.20
0.36 85 0.09 0.20
50 0.26
0.62 127
0.44 120
0.20
0.20
0.59 105 0.20
1.00
0.47
134 0.20
0.67
105 0.20
120
0.07
0.20
32 0.33
Table G-13: Thermal Mass Coverings
andAssociated Categories'
Category 1: Acceptable In Any Location. Floor coverings/surfaces determined to be
acceptable on any portion of a slab
designated as thennal mass in any location
within the conditioned space of a residential
building.
Category 2: Acceptable Only In Kitchens,
Dining Areas which are Extensions to
Kitchens, Pantries, Bathrooms, Laundry Rooms, Service Porches andor Entries.
CoveringISurface Category
Brick ................... 1
Concrete, Painted and/orPolished 2
Concrete, Exposed Aggregate 1
concrete,stamped ............ 1
Concrete.Unfiished ........... 2
Hardwood Veneer (except when
Resin-based PouredRooring 2
installed on wood sleepers) 1
Stone or Stone Veneer .......... 1
Sheet Vinyl ................ 2
Tile, Asphalt ............... 2
Tile.Cem-nic ............... 1
XIe,Temzo .............. 1
Tile.Viny1 ................ 2
Tile, Vinyl-Asbestos ........... 2
...... ....
....... ......
Other Masonry Materials with
Permanent Finishes Similar to Those Specified in Category 1 and
Acceptable to the Building Official . . 1
1. The intmt of thwc guidelines is to prevmt taking
hemal mass credit for floor rnatninlr that are
likely 10 bc wed with taping at the time of
building occupancy.
Glossary and Explanation of Key Terms G-43
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUlTE 208
SAN DIEGO. CA 92 123
(619) -1468
DATE : SI I / 89
JURISDICTION: CIT 'f OF CMLS %AD
PLAN CHECK NO: 89 10 24 SET: 7-2
PROJECT ADDRESS: /AT G AC ACZA DESIGNER
PROJECT NAME : D f dL)a/7 , MlCH/fLsolv. LEY 3- SFD -
The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department s'taf f .
0 necessary and substantially comply with the .jurisdiction's
. ..
..
The plans transmitted herewith have1significant deficiencies . , .
-. ..
,-I 0 identified on the .encl.osed check list andrshould be corrected
.- and resubmitted for a -complete'recheck..'; ., ~ ' .. . .. ~.
The check iist transmitted herewith is for your information.. The plans are being held at Esgil Corp. unti1,corrected. platisare submitted for recheck. . ..
The applicant's copy of the check list is enclosed for the
.. . ..
0 'jurisdiction to return to. the applicant .contact person. .
@ The applicant's copy of .the check'list has been.sent to:
Donn IS CPk/L4Yf ..
45 76 Grohado Dr. OS 420s6 .. . ..
Esgil staff did not advise the applicant contact person that plan check has been completed.
0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone #
. 0 REMARKS:
By:' DAVID YA 0
OGA OAA Ow ODM
ESGIL CORPORATION gb9 EnPrnt/ Sfa,hrd Z-Smff) Q
Enclosures: &odmi/ &fa; I
JURISOICTiOH:
PROJECT ADDRESS: - . . ..
ACACIA
TO: DPnn 5 Sew
4% 76 rR yo Dr.
0 -7 <A 920 e6
PLAN CORRECTION SHEET
Plan? Check NO- , 10 24' .
" " . . . . .
FOREWORD: PLEASE READ .. ..
Plan check is lbited to technical requirements
contained in the Uniform Buildihg Code. ,Uniform
Plunbing Code, Uniform kchanical Code, National
Electrical Code and atate laws regulating energy
conservation, noire attenuation and acceaa far
the handicapped. The plan oheck is baaed M
regulations enforced by the Building Inspection
Department. You may hava other correctiona
based on laws and ordinances enforced by the
Planning Department. Engineering Department or
other departmanta.
modification or change. All circled itmas have'
The itemu circled below need clarification,
to be satisfied before the plana will be in
confod with. the cited codes and regulations.
Per 5ec..303 (c), of the Lhiform Building Code;
violatiFplof any atate, cbty or city law.,
the approval of the plana &ea nit permit the
A. &..,
..
-~ .~. . . . . .~ . . , .. ~. ~. . . ~. . ..
~ .. .-
@ Plerae mako all correctiona on the original
tracings and aubmit two nm sets of print..
. and any originmi plan acta that may haw
been returned to you by.jthe furiadiction,
to: E;S&VlI(
2 To facilitate rechecking. plcmsc ldentlfy,
next to each circled item, the sheet or
thio Sheet hoa been made and return thia
the Plans upon which each correction M
check Sheet with the revised plans.
@ The, following items have not been
resolved frm previous plan revieus.
The original correction number has been
me if YOU have any questions regarding
given for your reference. Please emtact
these items.
Date p!.na received by plan checker i 24 .
Date A plan check completed q//
- . . . - ". . .
mf
BY DAU 10 \/AD
. . ...
.
(1) All heating, ventilating, air conditioning, and Water haating equipment shall =et a11 of the
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
(2) A Luo stage thermostat, which'controls the suppleaen- hut on its smcond stage, shall be
(3) menostats shall be equipped with an,automatic setback, vhich the building occupant un program to
(bj Equipsent which requires prevantive mainreme to maintain efficient operation shall furnished
(5) All gas-fired fan type central furmces, gas-fired fan type wall furnaces, and cooking appliances
(6) All fan syst.~. exhausting air to the outside shall be providad with backdraft dampers.
(7) All transversa duet, plenum, and fitting joint. shall k sealed with PMIW switiva tape or
Camission.
provided for hut pws.
autm8tically set back ch. Charwstat twice in 21r hours.
with complete necessary maintuunce information:
shall k e&pp.d with M incemittent i&tion device.
-tic to pmwr~t air loss and shall k hulatad to confo& to the, provisi& of Section lW5 of
the IMC, 1982 Edition.
(8) A vapor Mer is required in c1k.C~ ZON 1, 10, .nd 16.
(9) All uratf.ccurad windows md sliding glass doon shall meat the 1972 MSI air infiltration '
ct.adudr and shall be certified and Irkled. -
;(lo), A11''kingins doors md windows lading to unconditioned'uur shall be fully wthu&ipped.
(ll) Stow trpi vatu hutea md storage urd tackup evrlu for solar system shall k utdly
wrapped with R-12 Ldacion or grutu:
(U)' me five fmet of pipe closest to tb water hutu, if atuide conditioned space, shall be kuuiaced
with a minhm of R-3. St& and stem eondamntion re&% piping and reeirc~~lating hot vatu
piping outside the building ~Velopi shall be insulated in accordance with I20-1bO6(d).
not less thn 25 lmw per ntt.
affici.ney standards and shall bm c.rtifi.d to zh. Energy Copnrission.
closuble metal or glass doors covering thm Mtire OpULinp of ch. firebcx; a combustion air inerlu
equipped with a raadily accessible, operable, and right fitting war to draw air from the outside
of the building; ,and a ti@. fitting flue danper with a readily accessible eonCzo1.
,, ..
' ' (33) L.ppps'u..d in luminaries for general lighting in kitchens and bathroom shall have an efficiency of
(l4) Shwutruds and faucets shall be equipped with flow nttrictors as outlined in the appliance ' . .
(15) kony and factory-built fireple+e on extsrtor walls. shall be equipped kth tight-fitting
(16) Insulation used shll'co~~~ly with Califomid Cualfty Standards.
(17) me insulation installer shall posc a signed eartifieate.. Saction.27L Jnrulation Certific at*
(All Occupancies). After installing insulatibn, 'he installer shall post in a conspicuous loution
in the building a errtifieace signed by Lte insaller and tho builder stating that the instillation
conforms the requirements of Title 24, Part 2, Chapter 2-53, and that *.e naterials installed
conform with the requirements of Iitle 20, Chapter 2. Subchapter L, Article 3. Iha certificate
shall state the manufacturer's name and -ceria1 idantification, the installed "R" value, and (in
applications of loose fill insulation) tho minimm installed weight per squara foot consistent with
the unufururer's labelad density for he desired "R" value.
windows, at role plater, and openings for utility pipes and wirer.
(18) For infiltration control a11 openings and penetrations DUSE be caulked and ruled, such as around
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO. CA 92123
(619) 5601468
DATE : 3 1. 28
JURISDICTION: CITY OF CARLSBAD
PLAN CHECK NO: 89 lo 24 SET:
PROJECT ADDRESS: /S4 ACAC 14
PROJECT NAME: hlu77 0. t-fIC&LsOd , FY 3-SFD
0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply 0. 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
and resubmitted for a complete recheck.
The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information.
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
The applicant's copy of the check list has been sent to:
0 identified on the enclosed check list and should be corrected
0 jurisdiction to return to the applicant contact person.
Pe nnl Sew apt
4-t 7 6 COPO nq & h. os 4z 04-G
Esgil staff did not advise the applicant contact person that ' plan check has been completed.
0 Esgil staff dia_ advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone I. 0 REMARKS:
By : mvlo YA 0 Enclosures : ESGIL CORPORATION 7/i7
OGA OAA Ow ODM
AM 48(3: m: pqlc? 24
Plan check is limited to technical requiramnts
contained in the Unifoxm Building Code, Unifolr
Electrical Code and shtn laws regulating eneqy
Plumbing Code, Uniform Mechanical Code, lDational
handicappad. ma plan check is based on
conservation, noise attamation and accesa for the
Department. YOU may have othar cornctiona based
-1LIQ: Cm~cbRcSsrrr,
De ~OIS Io: Se wart. regulations enforced by the Build- Inspection
4L- 76 Cn yo ns Ao drive on laws and ordinances by the Planning Department,
Engineering Departmsnr or other departmnts.
Present Califonria law mnndatea that residential
model codes:
0 -r CA 92 OS-6
-: construction comply with Title 24 Md the following
1985 UBC (eff. 7/31/87)
1985 WC (eff. 3/S0/87)
1987 llBc (eff. 10/28/87)
1985 Urn: (eff. 8/28/87) ": /~-4 ACACZA
The ah r@at.ions apply to residentiel
consfauction, regardless of the code editionr
HLx)pARIk 193 of 463 adopted by ordinance.
m: 2 The circled item6 listed need clarification,
BElm: modification or change. All it- have to be
satisfied Wore ths plans will b. in confarmme
with tbe cited codea and re@atians. Per sec.
RmtluKs: 303(c), 1985 Enifom Building Code, the approoal of
the plans does not -it the violation of any
state, county or city law.
To meed M the recheck D~CWS. note on thia list
lor a cwv) vhere each correction item bas ksq
addressed i.e.. ~lan sheet. soecification. etc. Be
sure to en close the marlred UD list when YOU submit - -
WF'IAm)WPL€XWIILIWS the revised DlanS.
Date plans received by jurisdiction:
7/~3 /89
Date plans received by Esgil Corporation:
Please make- all corrections on the original I 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. f
Please make all corrections on the original
and MY original plan sets that may have been tracings and submit two new sets of prints,
returned to you by the jurisdiction, to:
Indicate on the Title Sheet of the plans, the 4. 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. d: (California Business and Profession Code).
Plans, specifications and calcu ations shall
engineer or architect respnsible for their signed by the California state licensed
preparation, for plans deviating from conventional wood fraw construction. Specify expiration date of license. (California Business and Professions Code). iJ
gross floor area of each elemant of this Specify on the Title Sheet of the plans the
project including dwelling, .. garage, carport, patio, deck and balcony. Section 302(c).
The jurisdiction's building department.
3b 1. no slebre fL.
plans that this project shall comply with Title Provide a statement on the Title Sheet of the
24 and 1985 UBC, Vm: and UPC and 1987 NEC. A
Submit fully dimensioned plot plan drawn to YY scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimension$ and all easements. Show location of all cut or fill slope%. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c).
Indicate distance from property ,lines to proposed building. Secti'on 302(c).
walls, etc. included under this applicatxon. Show on the title sheet all structures! pwls,
Any portion of the project shown 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.
Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openirys. Such walls shall have 30
exceeds 1,M)o square feet on any floor. inch parapets when the building floor area
(Table 5-A, Section 1709 (a)).
Projections, including eaves, may not extend mare than 12 inches into the 3 foot setback from the property line. Section 1710.
Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504.
Plastic skylights shall not he installed within 8' of an exterior wall located where ~ ~~~ ope.r&s in such exterior wall are prohibit4 or required to be protected. Section 5207 (a) 7.
~~~~~~ ~~~ ~ ~~~~~ ~..~~
Projections, including eaves, shall be one- hour fire-resistive construction, heavy tjmber or of noncomhstible material if they project into the 3' setback area from the property line. Section 1710.
detector, centrally located in corridor or
Show location of p-ently wired smoke
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 dwolling units having a StairWAy which opens from the basemant 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.
When the valuation of a room addition or repair exceeds $1,000, or when sleeping moms are created, smoke detectors shall be provided .at existing bedrooms per item 16 above.
Habitable rooms, other than kitchens, shall
At least one room shall have not less than 120 contain at least 70 square feet of floor area.
square feet of floor area. Section 1207 (b).
Window area must be at least 1/10 of the floor area and a mininnIm of 10 square feet per (a). Appears to be deficient in
Openable window area' in habitable moms must be 1/20 of the floor..'area and a minh of 5 square feet. In bathrooms, laundry rooms and
minimm is 1.5 sq. ft. (Section'lZD5 ?a)). See similar rooms 1/20 of area is re uired and
. At 1°C 112 of the camon 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 be supplied from an adjacent room. Section 1202a). +. Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at lest 65% open, and the uorch abuts a street, yard or court.
P
. Glaring, in the same wall plane as a door,
door and less than 60" above the walking surface, unless 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 windows within 5 feet of tub or shower floor). Section 5406 (d) 5.
Sleeping room shall have a window or exterior door for emergency exit. Sill height shall
must have an openable area of at least 5.7 not exceed 44" above the floor. Ihe window
square feet with the miniam openable width
20" and the minimum openable height 24". Section 1204.
. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent
"he mezzanine floor must have a clear height of the total floor area in the room belw.
of 7 feet, above and below, and must have the long side open to the roo0 below except for posts and protective walls or railings not exceeding 42" in height. Section 1716.
. Ihe loft you show does not collply M a mezrsnina floor and is, by Uniform Building Code definition. a stow. Section 1716. .. Section 1205 (a).
Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet coupartments, laundry. rooma and similar rooms if required openable window ar not pr vided. S tion 1205 ( ).opem~/c /"&ee,.%atb 20 not enoa & . No habitable room other than a liitche2 shallWthdbu. be less than 7'OA in any dimension. Section 1207 (c).
Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). . Show ceiling height for laundry roms, hallways, corridors, and bathrooms is a mininnnn of 7'0". Section 1207 (a).
._
gxzrs. -s. Rm.rm
Floors above the second story shall have not
one exit if such occupied areas are less than less than 2 exits. Occupied roofs may have
500 sguare feet and located no higher than hmdlately above the second story. Section 3303 (a).
Required exit doorway6 shall be not less than
and shall be capable Of opening at least 90 36'' in width and not less than 6'8'' in height,
degrees. Section 330* (e).
Provide 36'' high protective railing for porches, balconies, and open sides of stair landings. Openings batween railing shall be less than 6". Section 1711.
Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B.
. Di.wsion on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). @ Specify safety glazing for 'glazing in hazardous locations such as glass do , glaring adjacent to such doors andedjacent to walking surfaces. Section 5406. Tjh doo'rz
5110189
bo. Provide stairway and landing details. Section
3306 (b) h (C).- .axsP -io P sfa h~ny awrise is 7" and minimum run is 11" when the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" mawimum and run 9" minimum. /F! Minimum headroom is 6'6". f. ninimum width is 36".
handrails per Section 3306 (J), shall satisfy the following: 1(' Provide handrail for stairways with 4 or
#. Handrail shall be 30" to 34" above the
@ The handgrip portion of handrail shall be not less than 1 114" nor more then 2" in cross-sectional dimension.
more risers.
nosing of treads.
msahured in the direction of travel, at least Every stairway landing shall have a dimension,
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 mre than 7 112" lanv than the floor level. Section 3304 (h). P . Provide details of winding stairway complying with Section 3306 (a):
a. HWmm tread is 6 inches at my point Md mink 9 inches at a point 12 inches from where the treads ere narrowest.
b. Haxb rise is 8 inches.
C. Minimum width is 36 inches.
Provide spiral stairway details, per Section 3306 (f):
P'
P.
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. Reseatch Report and number for metal stairway, or submit plans and calculations registered with the building department or and approved fabricator
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 314 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stainray.
An exit balcony with 2 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 fwt setback from the property lines. Section 3306 (n).
lhe walls and 6offits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306
(4 -
Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b).
Specify roof slope.
Roof slope is not adequate for mof type specified. Table 32-B; Section 3203 (h).
I a. Hiniwm run is 7 112 inches measured at a point 12 inches from where the treads are the narrmest.
b. ELaximum rise is 9 112 inches. khmm I+ Chapter 32.
. Specify roof material and application.
clear opening between risers is 6 inches. Specify I.C.B.O. or U.L. approval number for
C. Minimum headroom is 6 feet 6' inches roof materials not covered in U.B.C.,
d. 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.
tile, etc. Section 107. lWls5,orr. $; Buatv +.;le
5110189 . .. . I4
4.
The maximdm slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12'Inches. Section 3203 (e) 2.
The min3m.m slope for 'a fire retardant built- up roof, with cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3.
specify minimum 111. inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (I) and Section 2511 (d) 6.
Show roof drains and overflows. Section 3207.
Provide skylight details to show cmliance 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. Miniam, vent area is
at least 50% of the required vent is at least 3 11150 of attic area or 11300 of attic area if
feet above eave vents or cornice vents. Show required and area provided. Section 3205 ,(c).
Provide fireplace construction details or nota construction to be per attached fireplace standard drawing. Chapter 37.
attached to wood in Seismic Zonas 3 and h, Show anchored veneer support and connections
copply with Section 3006 (d)l Md Sactian 2515
jomts. (a?. Show ties and 19 wire in horizontal
masonry walls. Chapter 24. Show height and construction details of all
?+* at the bttom of all cells to be grout filled Note that cleanout openings shall be provided
in accordance with Table 24-6. Cleanouts shall be sealed before grouting, after inspection.
walls. Connection.shal1 resist 200 pounds per Show floor and roof connections to masonry
whichever is greater. Cross grain tension or lineal foot or the actual design load,
bending in wood ledgers is not permitted. Section 2310 h 2312 (J)SA. /9. Provide details for db"p proofing the
usable space exists on the interior side of the foundation walls, below fmish grade, where
walls. Section 1707 (a).
. Show a minimua 2" air space and flashing between planter and building walls. Section 2516 (c) 7.
GAIw;BNmC4Rmms
Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. Table 5-B, Section 503 (a). +. All elements supporting floor above garage, including walls supporting floor joists, mist have one-hour fire-resistive protection on the garage side. Section 503 (b)
jh. Show 1 318" solid core self-closing door for openin s between garage and dwelling. Section 503 (dB. / ' used for sleeping purposes. Section 1101. . Garages are not permitted to open into a row
. 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 frming sections, size of header
plate line, mathod bracing garage front and over garage opening, lateral cross bracing at
holddm if required. Chapter 23.
NOTE: Haxh shear panel ratio is 3 112 to 1 for height-to-width. Table 25-1. f. brs may open into the garage only if ttm floor or landing in the garage is not more thanone inch lover than the door threshold. Section 3304 (h).
Provide an 18" raised platforn for any PAW, water heater, or other device in the garage
uhich may generate a flame or spark. VnC Section 508, UPC Section 1310 (a). -
Per soils report. note on the plan the soils classification, whether or not the soil is
value. Section 2905 (c). expansive and note the allowable bearing
@ The foundation plan does not co ly with the soils report recomwndations for % is project. Please review the report and modify design, notes and details as required to show compliance: SPP &IO#
Provide notes on the foundation plan listing @ Show foundation sills to be pressure treated, the soils report reconmendation for or equal. Section 2516 (c) 3.
foundations, slab and building pad preparation.
Provide I letter from the soils eneineer
" Show foundation bolt sire and spacing. Section 2907 ff). - """ confirming that the foundition piin, grading plan and specifications have been revieved and that it has been determined that the
~ ~ ~~~~ ~ ~~ .-, . Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end
properly incorporated into the construction recouuendations in the Soils report are
documeats (when required by the soil report).
The soils report recomaendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building DepartmDnt foundation inspection, the soils engineer shall advise the building official in writing that:
distinces and spacing. Section 302 (c).
If required, show size, imbedkt and location of hold dom anchors on foundation n' Section 2312 (f
. , note on plan that htied in place prior to foundation inspection. Section 305 (e) 1.
1. The building pad was prepared in ' accordance with the soils report,
2. lbe utility trenches have been properly backfilled and compacted, and
3. !lh foundation excavations, formings and
report and approved plan." reinforcements comply with the soils
94 23. . Show height of all foundation walls. Chapter P- 86
P f t
Show height of retuined earth on all foundation walls. Chapter 23. . If cut or fill slops exist, show distance of foundation to edge of cut or fill slopes and show steepness Md heights of cuts and fills. Chapter 29. . Note on plans that wood shall be 6" minisum above finish grade. Section 2907 (a).
. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). . For Wildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of M approved drainage device a minimum of 12 inches plus 2 percent.
9/. Dimension foundation per U.B.C. Table 29A:
. ..
1 6" 12" 12" 6" 2 8" 3 15" 18" 10" 18" 24" 7" 8"
*oundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor.
f. Show adequate footings under all bearing walls end shear walls. Section 2907 (b).
Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (c).
bottom of floor joists and minh 12" Show minimum 18" clearance from grade to
clearance to bottom of girders. Section 2516 (c) 2. f undisturbed soil. Table 29-A. . Show pier site, spacing and depth . into
1t. sh~v n- underfloor access of 18" x 24".
. Show miniarm underfloor ventilation equal to 1 Sq. ft. for each 150 Sq. it. of underfloor area. Openings rhsll be as close to corners as practicable and shall provide cross ventilation on at least two approxhtely opposite sides. section 2516 (c) 6.
14. SDecifv that oosts embedded in concrete &all
Section 2516 (e).
/ bir prissure teated per UBC Std. No. 25-12. Section 2516 (c) 1.
~~~~~
3. Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (9) 3.
14. In 2-story buildings, shear panels at the / first story (at least 48 inches in width) shall be located at ea& end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3.
. Note cross liridging or blocking. Floor joists and rafters 12" or more in depth shall be
not exceeding 8 feet, unless both edges are supported laterally by bridging at intervals
held inline. Sec. 2506 (h), 2517 (d) 6.
196. ?ow blocking at ends and at supports of floor Joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 4 td
Ip)
7. Show double joists. Floor joists shall be
parallel with, the joists. Section 2517 (d) 5. doubled under bearing partitions running
8. Bearing partitions, perpendicular to joists, shall not .be offset fmm supporting girders, beamp, 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
4 (h) 4. 0. Show rafter purlin braces to ba not less than 45 degrees to the horizontal. Section 2517 (h) 5. -
Show double top plate with sin- 48" lap dice. Section 2517 (8) 2.
f 1 3. 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 lenls and at 10
wall j
foot intervals along the length of the
b. at all interconnections between concealed vertical and horizontal smes such M
. Show stud size and spacing. Haxiwm allowable stud heiehtr: BearinP wall: 2 x4 and 2 x 6 ' msx. 10'; Non-&iG: 2 X 4 &x. 14', 2 x 6 ~~~ ~ .. .
msx. 20'. Table 25-R-3.
l+. Studs supporting two floors, a roof and
Table 25-R-3. ceiling must be 3 x 4 or 2 x 6 at 16" O.C.
0
J
r'
16. 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).
7. Detail all post-to-baa and post-to-footing
plan. Section 2516 (m). connections and refezence +he detail to the
8. 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 dianhrams. Indicate ' requikd blocking. &intain-m&h diaphragm dimension ratios. [Tables 25 I. J, K and Section 4713 (d)].
"" ~~"_
/ f of three story building. Table 25-R-3. 20. Show 3" x 4" or 2" x 6" studs in first story
Provide truss details and truss calculrtions for this project. identification numbefs on the plans. Specify truss
. Show 1012'' minimum clearance between top plate o€ interior partitian8 and bottom chord of
designed). trusses. (To ensure loading will be as 1 plan. Section 302 8. ,& Provide framing sections through
3. Provide roof €ram plan and floor framing
' occur at soffits, drop ceiiings and cove ~~~ ~~ ~
ceilings;
C. In conceded rpaces 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
d. in openings around vents! pipes, ducts,
which afford a passage for fire at ceiling chimneys, fireplaces and srmllenopenings
materials. and floor levels, with noncombustible
Section 302 (c).
5. Specify all hwder sizes for opening over 4' wide. Section 2517 (9) 5.
6. Provide calculations for main vertical and horizontal framing mbers and post footings. Section 302 (b).
..
51100183 7
0
0 302 (b)*
127 Provide calculations for lateral loads, shear panels, shear transfer and related. Section
28 Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) I 1 9. Colunms and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which
by concrete piers or metal pedestals projecting support permanent structures shall be supported
above floors unless approved wood of natural resistance .to decay or treated wood is used.; Section 2516 (e) 4.
0. Individual concrete or masky piers shall project at least 8 inches above exposed ground unless the-colunms or posts which they support are of approved wood of natural rasistance to decay or treated wood is used. Section 2516 (c) 4. . Show location of attic access with minh size 22" x 30". Section 3205. . Show draft ' separation for attic areas between units in a duplex. Section 2516 (f). 'f identifieatrindex. Table 25-N. . Specify pl d thickness, grade end panel
. When roof pitch is less than 3:12, design ridga as a tam. Section 2517 (h).
1 5. If foundation cripple wall studs ars less than 14'' high, framing shall be solid blocking. Section 2517 (g) 4. . Cripple wall studs exceeding 4 feet in height shallbe3 inchby4 inch or 2 inches by6 inches vhen sup rting 2 stories. Section 2517 ($4.
7. Show plyvocd sheathing over exposed eaves. or other weather exposed =MI, is "bonded with
coveri shall be the exterior type. Section exterior glue." Plyuood used for exterior wall
2516 (8, 2516(g)3. . '
Detail truss layout for '30" x 30" attic access, if required for equipment in the attic. +. Ridges, hips, end valleys shall be at least one. size larger than Supported rafters. Section
$b. ty:pr construction, provide strap ties across the beams at the ridge support. Section 2501 (b).
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Hechanical 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, UHC.
Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 dagrees P. at 3 feet above .the floor in all habitable row. Show basis for compliance. UBC, Sec. 1211.
Show minh ' 30" deep unobstructed working space in front of furnace. Section 505, UHC.
J
P
4
manufacturer's listing." Section 504, IPIC. 45. Note on plans, "clearances to be per
1 6. Furnace shall not be installed in my bedroom, bathroom ,or in a closet or confined space with access only through such mom unless spscified & direct. vent appliance, enclosed furnace or electric heating appliance. Section 704 W.
7. Show I.C.B.O. approval number for prefab fireplace.
8. Show access to the attic or underfloor f-e ,+ to be minimum 30 inches by 30 inches. Section 708 h 709 UHC. . Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inchas wide. Section 708 UHC.
0. Show permanent electrical outlet and li&ting fixture controlled by a switch for the attic furnace. Section 708 UHC. d
0
X. Show details to comply with Section 709 for
furnaca under the floor, or Section 710 for roof or outside furnace.
152 Note on plan: Oar vents and non-combustible piping, in walls, parsing through three floors or less shall be effectively draft stopped at each floor or ceilin . UBC, Section 1706 (a! 6.
h v 1903. 153 Provide dryer vent to outside. UMC, Section
mxcmIcAL IRnrrOnAL -cAG am31
0
0
All wiring shall hmply with the National Electrical Code.
154 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations.
55 Show location of all electrical receptacles. . Electrical rece-ptacle locations andlor spacing is not adequate in
0
0
157 show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages
158 Note convenience outlets in bathrooms, kitdren counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements
shall be GFI protected. NEC, Art. 210-8. (other than for laundry and similar equipment)
and basements. NEC, Art. 210-52.
Note electrical system ground to be provided per NEC, Art. 250-81.
Kmsnr;CmrWw"~
If. Show water heater size, type and location on plans. UPC, Section 1301.
1. Show source for providing combustion air to fuel hing water heater. If wall open M enclosure are used, at least one-half v o the in required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307.
2. Fuel combustion water heater shall not be installed in bath or bedroa.or in a closet opening into bath or bedroa. UPC, Section 1309.
1 3. Provide adequate barrier to protect water 1 heater from vehicle damage. UPC, Section 1310.
164 Show T and P valve on water heater and show 0
0 UPC, Section lo07 (e).
route of discharge line to exterior.
165 Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) h
(i).
. Show shower stall can accomodate a 30" circle and has a minh floor area of 1,024 sq. in. UPC 909 (d).
. Show details of duplex commOn (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Iqact Insulation Class
Title 25. (IIC) rating on floorlceiling of 50 decibels.
Y
I achieve STC of 50 between garage and living
8. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust dusts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25.
1 9. Provide insulation in walls and ceiling to
area if garaga use is not controlled by resident. Title 25.
1 0. Pedt applications received after June 30,
Energy Standards. Provide plans, calculations and worksherrts to show compliance.
/ 1988, are regulated by the new Residential
me new regulations require a properly completed and properly signed Porn CF-lR to be
plans or "sticky backed" on the plans, to either imprinted on the plans, taped to the
allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. . Section 1403(a)l, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contrictor,~ mechanicai contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3
provide the signature. of the Business and Professions Code. Please
0 173 All energy items shown on the plans must be in agreement with the information shown on the properly cowleted Form CF-lR.
Specify on the buildinn ~lq mandatorv enem conservation reouiromsnts as all of the
- ~~~~~~ listed on the-enclosure titled; "nandatoly Enerev Consemation Reauirements".
Show the make, model and efficiency of the
heat loss calculations if the output exceeds space heating (or cooling) system and provide
45,000 BTOlHr.
176 of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition.
177 Provide fluorescent general li ring in
. For roCu additions, that the glaing arM
0 kitchan(s) per CAC, Title 24, 2-5352c). . Please SN additional COlTeCtionS, or rarmvks, on the following page.
. Energy conservation design should be for Zone 7. See attached energy packages. . Floor drains must have auto-prima (city
Policy) -
@ Note exhaust fans cannot be ductless type (city
182 Mar residential units mst be pre-plrmbed for
jacks must be installed" where the water heater
tha most south facing roof (City Ordinance No. is in the one story garage and directly below
8093).
0
0
0
future solar water hting. Note "two roof
183 Note @'two 314" copper pipes mst be installed to tha most convenient future solar panel
story garage and is not directly below the most location when the water heater is not in a one
south facing roof. (City Ordinance No. 8093).
184 All piping for present or future solar water heating mst be hlsted vhen in areas that are not heated or cooled by mechanical means (city policy).
. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living
wall(s). space occurs below grads at the masonry
1 6. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. f
;$I ?
. All new residential buildings, including additions, require a soils report. Please subpit two copies.
8. Heavy timber framing, minh 6" x 10" beams and midiam 8'' x 8" post, for the srructural beam and colrmn supporting the fire separation between the garage and living -ea above, is acceptable if shown on the plans. (city policy).
189. UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sac. 18.04.230). show compliance with UBC saction
+. E:eLinance 9792 requires two par*%
washing machines, etc. shov conpliance. spacedunit with clear area of 20'x~O' i.e. no
. Plke see additiml corrections, or remarks, on the following page.
'Corporation located at 9320 Chesapeake Drive, Suit& P, City of Carlsbad has contracted with Bsgil
of 61915600-1468, to perfom the plan check for your project. If you have my questions regarding these plan check items, please contact
l3r
208, SM M-0, California 92123; t8lephOM mb8r
OAV I D YAO
at Bsgil Corporation. If you have any questions
contact Carter Darnell at the City of Carlsbad, regding City Building permit procedures, please
1200 Elm Avenue, telephone 6191438-1161. - You.
Enclosures:
r.
3.
5111189 10
(1) ~ll heating, ventilating, air conditioning, and water heating equipent shall met all of the
requirements of tha Appliance Efficiency Standards and shall be certified by the California Energy
Couaission.
providad for heat ws.
autamdcally set back thm thewstat twice in 21. haur~.
with complete necesrary maintenance info-cion;
shall k equipped with an intermittanc iNtion device.
(2) A NO stage thermostat, which controls the supplrwntary heat on its second stage, shall b.
(3) Rumstats shall be equipped with an automatic setback, which the building occupant can program to
(4) Equipment which requires preventive naintuwce to maintain efficient operation shall b. furnished
(5) All gar-fired fan type central furnaces, gas-fired fan type wall furnues, and waking appliances
(6) All fan sptw exhausting air to the outside shall be provided with backdraft dampers.
(7) All Mnnme duet, plenum, and fitting joints shall be s~1.d with pressure sensitfp. tape or
mastic to prevonc air loss and rb.11 k insu1at.d to eonfori to ttu provisions of Section IOOS of
ch. w. 1982 Idition.
(8) A vapor barrier is requird in c1k.u ZOM 1, 14, @ 16.
(9) All manufactured vindw and sliding glass doors shall mmt Lho 1972 NiSI air infiltration
.Mud. and shall be certified md labeled.
(lo) All rvfaping doors and vindovs leading to rmconditit+md ar~y shall b. fully w~chu-iutppd.
(ll) Storage type water huters md storage and bachrp tanks for solar spt.p. shall k ut&lly
wrapped vith R-12 insulation or "r.
(U) me fivm feet of pipe closest to the water heater, if outside conditioned spaca, shall b. fnru1at.d
with a minima of R-3. Steam and stam conduuation rem piping and reckculating hot water
pip* outside the build- MVelOp. shall b. inculatad in &Xorduree with IrO-llOS(d).
(Xi) tinps usad in lmharias for general ligh- in Hteharu and bathrooms shall hap. an mfficiacy of
(lb) Shovuhuda and faucets shall be equippad with flow restrictorr Y outlirud in the appliance
(IS) many and factory-Mlt fhplacu on extdor wa~r, shall be quippad ;lth wt-fittfng
..
mt less than 2s 1MN pu watt.
mfficiacy standards end shall be certified to thm Energy Comission.
closuble mtal or glass doors covering the tire openins of the fkebax; a combustion air in-
of the tuilding; and a tight fitting €1- mer with a readily accusible control.
quipped with a readily accessible, operable, and tight fitting daqu to draw air from the outside
(17) Ihe insulation installer shall post a ?rived certificate.. Section. 276 &sulation Cartif-
(l6) Insulation used shall'camply with California Quality Standards.
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
in the building a certificate signed by the inntaller and the builder stating that the instillation
conform with the requirements of Iitle 20, Wpter 2, Subchapter L, Article 3. Ihe certificate
conforms the requirements of Iitle ZL, Part 2, Chapter 2-53, and that the materials installed
shall state the manufacturer's name and mterial identification, the insblled "R" value, and (in
applications of loose fill insulation) the mininnun installed vaight par squarr foot consistent with
the manufacturer's labeled density for the desired "R" value.
vindws, at sole plates, and openings for utility pipes and wins.
(18) For infiltration control all openings and penetrations must be caulked and sealed, such u around
Date: 7h/
Pr apar ad by :
1
CITY OF CARLSBAD
0 Bldg. Dept. * VALUATION AND PUN CHECK FEE 0 Esgil
PLAN CHECK NO. 89 10 24
BUILDING ADDRESS /e4 ACACZA
AP?LICANT/CONTACT Denn IS &oad PHONE NO. 434- J?Ob
BUILDING. OCCUPANCY R-3/M - 1 DESICNPR PHONE
TYPE OF CONSTRUCTION V-AI CONTRACTOR PHONE
I I I I.
Air Conditionine Comnarcial B
. Residential
Res. or Corn.
c
Fire Surinklars I I@ 1 I
Total Value I '13% PfC?
.. ..
.. ..
Buildlng Permit fee S J 779 &E p ",
s 406- ;-""+. 6B / .'
, '..
,
Plan Check Fee S
COHHENTS; 7 @ IO/*
Plans received by Esgil after July 31, 1987 shall have permit and,
plan check fees calculated per 1985 UBC.
SHEET' I OF /
. ’. Y
4 i!
12
TD SN
cc HH EE
ENGINEERING CHECKLIST BUILDING PLANCHECK
DATE: /o-w-8? ITEM COMPLETE
PLANCHECK NO. r%/O& 0 ITEM INCOMPLETE -
NEEDS YOUR ACTION 3 /5+ A
R cma X .. - X ITEM SELECTED
U
C PROJECT ID: 3WT h-
U ..
1
E LEGAL REOUIREMENTS
K Site Plan cc KK do 0 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed
way width and dimensioned setbacks. structures, streets, existing street improvements, right-of-
do 0 2. Show on site plan: Finish floor elevations, pad elevations,
elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. do 0 3. Provide legal description and Assessors Parcel Number.
FRM0010.DH
Discretionarv ADDrOVal ComDl iance
4. No Discretionary approvals were required.
5. Project complies with all Engineering Conditions of Approval
>( 6. Project does not comply with the following Engineering
for Project No.
pproval for Project No. SW SS-7 tz
Conditions complied with by. *- Date: 1$/7,/89
Field Review
7. Field review completed. No issues raised.
8. Field Review completed. The following issues or discrepancies with the site plan were found:
A. Site lacks adequate public improvements.
B. Existing drainage improvements not shown or in conflict
C. Site is served by overhead power lines.
D. Grading is required to access site, create pad or provide
with site plan.
for ultimate street improvement.
08/29/89
E. Site access visibility problems exist. Provide onsite
F. Other:
turnaround or engineered solution to problem.
Dedication Reauirements
)/ 9. No dedication required.
10. Dedication required. Please have a registered Civil Engineer
or Land Surveyor prepare the appropriate legal description together with an &" x 11" plat map and submit with a title
must be approved and signed by owner(s) prior to issuance of
report and the required processing fee. All easement documents
Building Permit. The description of the dedication is as fol 1 ows :
Dedication completed, Date: By :
Imorovement Reauirements
.f 11. No public improvements required. SPECIAL NOTE: Damaaed or defective imDrovements found adjacent to buildina site must be reoaired to the satisfaction of the City insDector orior to occuoancv.
12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department.
posted and fees paid prior to issuance of permit. The required Improvement plans must be approved, appropriate securities
improvements are:
Improvement plans signed, Date: By :
FRM0010.DH 08/29/89
- 13. Improvements are required. Construction of the public
of the City Code. Please submit a letter requesting deferral improvements may be deferred in accordance with Section 18.40
of the required improvements together with a recent title
we may prepare the necessary Future Improvement Agreement. report on the property and the appropriate processing fee so
The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit.
Future Improvement Agreement completed, Date By : -
13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export).
L14. No grading required as determined by the information provided on the site plan.
- 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Gradinq Permit ~rnust be ~ issued ~ and^ qradinq substantiallv cornDlete and found acceotable to the City Insaector orior to issuance of Buildinq Permits.
Grading Inspector sign off. Date: By :
Miscellaneous Permits
- 16. Right-of-way Permit not required.
A17. Right-of-way Permit required. A separate Right-of-way Permit
following: hhr. mo &fhc
issued by the Engineering Department is required for the
Em!%rr OF m4Euiev mkwlctt
fir2 cLWo/?Kh P tl *StF pJ3 - 7
- 18. Sewer Permit is not required.
-&”* concurrent with Building Permit issuance. The fee required Sewer Permit is required. A Sewer Permit is required
is noted below in the fees section.
A20. Industrial Waste Permit is not required.
FRMO010.DH 08/29/89
t - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy.
Industrial Waste Permit accepted -
Date: Ey :
Fees Reauired
- x 22. Park-in-Lieu Fee
Quadrant:” Fee per Unit: 4CpJ6 Total Fee: f$ AmL
x23. Traffic Impact Fee
Fee Per Unit: ‘600s Total Fee:+&
&24. ’ Bridge and Thoroughfare Fee
Fee per Unit: - Total Fee:
x25. Public Facilities Fee required.
*26. Facilities Management Fee Zone: 1 Fee:&
227. Sewer ees Permit No. SEg9oId EDU’s U
Fee: &sZoe 2 a
228. Sewer p,3 teral ,o & r quired: fo ‘‘h?Q‘o + %SD Faaepo~ E~ST y‘ Fee:
- REMARKS:
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
a Date: ///?by
FRM0010.DH
do 0
Plan Check No. 83-. b 24 Address Acac-r= S+SQ
APN: 209 -7.33-oc t a7
P1 anner c9*,lo 5 0 m Phone 438-1161
Type of Project and Use 3 c/ r 0 card,
(Name)
Zone R-3 Facilities Management Zone I
L!Ew!!d
Item Complete
l3%5h 0V"J 7-
@) Item Incomplete - Needs your action
was identified 1, 2, 3 Number in circle indicates plancheck number that deficiency
Environmental Review Required: YES I( NO - TYPE %.. bo- !w.=f,*-
DATE OF COMPLETION: t /%Y /si9
Compliance with conditions of approval? If not, state conditions which
Conditions of Approval require action. N/A ,-
Discretionary Action Required: YES x NO - TYPE SDf %8- YJ
APPROVAL/RESO . NO. 2% 4G DATE: hr, 17 I 7539
OTHER RELATED CASES: PROJECT NO.. <DP gg-7
Compliance with conditions of approval? If not, state conditions which .. require action. Conditions of Approval .#; 2) C.,, * f P+
Coastal : YES NO - DATE OF APPROVAL:
Compliance with conditions of approval? If not, state conditions which requi re action. Conditions of Approval
c
do
do
do 0
do 0
do 0
cxo 0 do do 0
landscape Plan Required: YES x NO -
See attached submittal requirements for landscape plans
Site Plan: i
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 and driveway.
3. Provide legal description of property.
4. Provide assessor’s parcel number.
Zoning :
1. Setbacks:
Front: Required Int. Side: Shown Required Street Side: Shown Required Shown Rear: Required Shown
2. Lot, coverage: Required Shown
3. Height: Required Shown
4. Parking : Spaces Required Shown - Guest Spaces Required Shown
Additional colents and marks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These narked- up plans must be ksubmitted with the revised plans for this project.
Have plans been marked up? YES NO
Additional Conmnents 00 0
PLNCK. FRM
July 1, 1997
Bill Lantz
LCA Marketing
Suite E
101 Copperwood Way
Oceanside CA 92054
RE: 158 ACACIA AV
Dear Bill:
Per our conversations at the development counter, the proposed carport cover at
the rear of the third unit located at 158 Acacia Av. could be covered over to be
used as a second story deck. The carport cover as shown on the Site Development
Plan (SDP88-3) appears to be approved with a non-conforming rear yard setback.
The new deck could not expand beyond the limits of the carport as shown on the
Site Development Plan. Building permits would be required for the deck. The deck
would not required an amendment to the Site development Plan. The project would
be exempt from the requirements of a coastal development permit. This exemption
would be filed upon submittal of the application for the building permit.
If you have any other questions regarding the above, please call me at 438-1 161
extension 4325.
SinFerely,
Planning Technician
2075 Las Palrnas Dr. Carlsbad, CA 92009-1 576 - (61 9) 438-1161 - FAX (61 9) 438-0894 @
STATE OF CALFORNU" RExMca AORKT GEORGE DRI1UIEIuN.
CALIFORNIA COASTAL COMMISSION
SAN DYGO COAST DlsTlllCT
1333 WINO BEL RK) SOUTH, SUIIE I25
Date: June 19. 1989
Waiver # 944 SAN mw,u p?~ceaza
(619) 297-9740
WAIVER AUTHORIZATION
Dennis Sewart
4576 Coronado Drive
Carlsbad. CA 92056ad.
Applicant: Theresa Dinuzza. Annette Michelson. & Ronald & Kathleen Rey
Please be advised that you are hereby authorized to proceed with development
of your project, Waiver # 944 , which was reported to the Comnission
on June 16. 1989 . Development of your project is subject to compliance
with all terms and conditions specified in the Waiver of Coastal Development
Permit Requirement already issued to you.
A copy of this Authorization must be presented with the Waiver to the local
building department. Should you have any questions. please contact our office.
PETER DOUGLAS Executive Director
by:
STATE Cy UUWRNIA-THE REXWRCES AGENCY GEORGE DEUKMEJIAN,
CALIFORNIA COASTAL COMMISSION
SAN DEGO COAST MTRICT
SAN DIEGO, CA 9210%3510
1333 UMlNO DEL RO SOUTH, SUITE 125
(619) 297.9740 Date: June 5. 1989
TO: Dennis Sewart
4576 Coronado Drive
Carlsbad. CA 92056
SUBJECT: Waiver of Coastal Development Pe,rmit RequiremenVDe Minimis Developments-Section 30624.7 of the Coastal Act
application for the development described below. the Executive Director of the Based on your project plans and information provided in your permit
, Permit pursuant to Section 13238.1, Title 14. California Administrative Code. Coastal Comnission hereby waives the requirement for a Coastal Development
If. at a later date, this information is found to be incorrect or the plans
must cease until a coastal development permit is obtained or any discrepancy revised, this decision will become invalid; and, any development occurring
is resolved in writing.
WAIVER # 944 APPLICANT: Teresa Dinuzza. Annette Michelson & Ronald & Kathleen Lev
LOCATION: 154 Acacia Avenue. Carlsbad. San Dieso Countv. APN 204-233-06 & 07
three 1.925 square foot, two-bedroom. two-story detached condominium units on PROPOSED DEVELOPMENT: Demolish existing single familv residence and construct
a 12.000 square foot site.
RATIONALE: The DrOpOSed condominium units are similar in size and scale to development in the surroundins comnunitv. and will not have any impacts upon the character of the comnunitv. The project is consistent with the plan and zone desiqnations applied to the site in the Mello I1 seqment LCP. and will not have any adverse impacts upon coastal resources.
This waiver will not become effective until reported to the Comnission at their
development has been appropriately noticed, pursuant to 13054(b) of the Administrative Code. The enclosed Notice Card shall remain posted at the site until the waiver has been validated and no less than seven days prior to the Comnission hearing. If four (4) Comnissioners object to this waiver of permit requirements, a coastal development permit will be required.
June 13-16. 1989 , meeting and the site of the proposed
CHARLES DAMM by: Paul 8. Webb
South Coast District Director
cc: Comnissioners/File (9148R)
1 4
b- 26-84
L . , - .. --
L.
\1 -7"-"-"-" '1 7 i
3
,
..
.
i
. .-
U76 2034
. *-
;__ . .. . . .. .. .. . . . . ..
". .
:. .
6' [ .. . 1
0' .. . I.0
7.5
CI
\
*4 ,- '"I
.. . . " ..
..
...............
...........
.... - .. .- .. " ...... -.
..... ...... "_I ...... " .- .- - .............. ,/.i :,.
"
"
............... .... "~ "" ." . " .... - ,- ..
............... " ... ." _" - .....
....................... ..................
LEIGHTON AND ASSOCIATES, INC.
I Geotechnicd and Emr'ronmental Engimhg Consultants
PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED CONWMINIUM SITE, 154 ACACIA AVENUE, CARLSBAD, CALIFORNIA
July 11, 1989
Project No. 8891134-01
Prepared for:
3076 Carlsbad Boulevard Mr. Dennis Sewart
Carlsbad, California 92008
5421 AvBJlDA ENCINAS SUITE C, CARLSBAQ CALIFORNIA 92008 (619) 931-9953
FAX (619) 931-9326
LEIGHTON AND ASSOCIATES INC
Geotechniwl and Emimnmentcll Eng'heering Consultants
July 11, 1989
Project No. 8891134-01
I
I
I
!
To : Mr. Dennis Sewart 3076 Carlsbad Boulevard Carlsbad, California 92008
Site, 154 Acacia Avenue, Carlsbad, California Subject: Preliminary Geotechnical Investigation, Proposed Condominium
Introduction
In accordance with our request, we have performed a prelimlnary'geotechnical investigation of i he subject property. The proposed development will be constructed on the northerly side of Acacia Avenue in Carlsbad, California (Figure 1). The following report sunrnarizes the results of our literature
regarding the proposed development. review, field observations, and preliminary conclusions and recornendations
Maos. .Fiaures and -dices
Figure 1 - Site Location Ma - Rear of Text Figure 2 - Boring Location R ap - Rear of Text Table 1 - Minimum Foundation and Slab Recommendations for Expansive Soils -
Appendix A - References Appendix B - Boring Logs Appendix C - Laboratory Testing Procedures and Laboratory Test Results Appendix D - General Earthwork and Grading Specifications
Rear of Text
-.
The scope of our study included:
0 Review of available published and unpublished geologic literature
0 Review of stereoscopic aerial photographs to assess the general geology of
pertaining to the site (Appendix A).
the site.
5421 AVENIDA EKINAS, SUITE C, CARLSBAQ CALIFORNIA 92008 FAX (619) 931-9326 (619) 931-9953
8891134-01
0 Geologic reconnaissance of the subject property.
0 Subsurface exploration consisting of the excavation, logging and sampling of three small-diameter hand-auger borings. The logs of the. borings are presented in Appendix 6.
0 Laboratory testing of representative bulk samples obtained from our subsurface exploration (Appendix C).
0 Geotechnical evaluation of the data obtained.
0 Preparation of this report presenting our findings, conclusions and recommendations relative to the proposed development.
Site Descriotion and Prpoosed Cwuctiog
The subject pro erty is a 165-foot by 80-foot rectan ular-shaped arcel of land located on t I: e northerly side of Acacia Avenue in ? arlsbad, Ca P ifornia. Topographically, the site is relatively flat to gently sloping to the west.
shed. We understand that these structures are to be razed. Existing structures on the site include a one-story house, a garage, and a
will be two-story with slab-on-grade construction. Structural information Construction will consist of three condominiums. The proposed structures
was not available at the time of this report. However, building loads are
only minor grading will be necessary prior to construction of the assumed to be typical for these types of structures. It is anticipated that
condomini ums.
I
I
I
rface Exoloration and Laboratorv Testinq
Our subsurface exploration consisted of the excavation of three small- diameter hand-auger borings to a maximum depth 'of 6 feet. These borings were
of the soils encountered were collected for laboratory testing. Logs of the logged and sampled by a geologist from our firm. Representative bulk samples
borings are presented in Appendix 6. Subsequent to logging and sampling, the borings were backfilled.
Laboratory testing was performed on representative samples to evaluate the h sical characteristics of the subsurface soils. A discussion of the
presented in Appendix C. Moisture and density tests results are provided on a ratory tests performed and a sunnnary of the laboratory test results are
the boring logs (Appendix 6).
Pia
L) .-
-2-
*
8891134-01
I
I
I
- Based on our subsurface exploration, analysis of 1953 stereosco ic aerial photographs, and review of eotechnical literature (Appendix A), t e entire
our borings, these soi s were observe! to predominantly consist of light site is underlain b Ple stocene-a ad terrace deposits. As encountered in
brown to red-brown, slightly damp, medium dense, silty sands. The upper fl foot of this material has been disturbed as a result of previous development and 1 andscaping .
3 f: T -
Ground water was not encountered in our subsurface borin s to a depth of 6 feet. It must be noted, however, that fluctuations in the 9 eve1 of ground water may occur due to variations in ground surface topography, subsurface
not have been evident at the t me of our investigation. stratification, rainfall, irri ation, and other possible factors which may 7 -
Our review of available geologic literature indicated that there are no known major or active faults on the site. The Rose Canyon fault zone has been mapped by the California Division of Mines and Geology as being offshore approximately 4t miles west of the site. This fault is presently considered to be potentially active, therefore, the seismic hazard most likely to impact the site is ground shaking due to a large earthquake on a major active regional fault. The nearest active regional faults are the Coronado Banks fault located offshore approximately 21 miles west of the site, and the Elsinore fault zone located approximately 23 miles northeast of the site.
The maximum anticipated bedrock acceleration on the site is estimated to be approximately 0.22 based on a maximum probable earthquake of 7.3 magnitude on the Elsinore Fau 9 t. For design pur oses, two-thirds of the maximum anticipated bedrock acceleration may 1 e assumed for the repeatable ground acceleration. The effects of seismic shaking may be mitigated by adhering to the Uniform Building Code or state-of-the-art seismic design parameters of the Structural Engineers Association of California.
Liauefaction
vibratory motion due to earthquakes. Both research and historical data Liquefaction and dynamic settlement of soils can be caused by strong
and dynamic settlement, while the stability of silty clays and clays is not indicate that loose, saturated granular soils are susceptible to liquefaction
adversely affected by vibratory motion. Liquefaction is typified by a total loss of shear strength in the affected soil layer, thereby causing the soil to flow as a liquid. This effect may be manifested by excessive settlements
depth, are not considered liquefiable due to their dense nature. and sand boils at the ground surface. The onsite soils, where saturated at
-3-
8891134-01
CONCLUSIONS AND -TION.$
Conclusions
generally favorable for the proposed development. The proposed construction The results of our investigation indicate that the subsurface conditions are
is feasible from a geotechnical stand oint provided the following recomnendations are incorporated into the fina P design and construction of the project. The following is a summary of the main geotechnical factors which may affect development of the site.
0 Based on laboratory test results and visual classification, the onsite soils have a low ex ansion potential which is favorable for design of foundations and sla s.
0 Active faults are not known to exist on or in the immediate vicinity of the site.
I
I
0 The maximum anticipated bedrock.acceleration on the site is anticipated to be approximately 0.229 based on a maximum probable earthquake of Richter Magnitude 7.3 on the active Elsinore Fault zone.
0 Ground water was not encountered at the time of our investigation.
Recomnendations
-Earthnork
Grading and earthwork should be performed in accordance with the following recomnendations and the General Earthwork and Grading Specifications
recommendations s all supersede those in Appendix D. included in Ap endix D. In case of conflict, the following
0 Site Preoaration
!I
Prior to grading, all areas to receive structural fill or engineered structures should be cleared of surface and subsurface obstructions, including any existin debris, and stripped of vegetation. Removed vegetation and debris s fl ould be .proper1 disposed of off site. Holes resulting from removal of buried o .i: structions which extend below finished site rades should be replaced with suitable compacted fill material. A17 areas to receive fill should be scarified to a minimum depth of 12 inches, brought to near optimum moisture conditions and recompacted to at least 90 percent relative compaction (based on ASTM Test Method D1557-78).
-4-
8891134-01 .Excavations
.. :a
H
i:,
=i
I
I
I
The onsite materials are expected to be rippable with conventional earthmoving equipment.
0 Irench Excavation and Backfill
.deposits appears to be feasible with heavy-duty backhoe equipment.
Excavation of utility trenches and foundations in the onsite terrace
The onsite soils may be used as trench backfill rovided they are screened of organic matter, rock fragments greater t R an 6 inches in diameter, and debris. Trench backfill should be compacted in uniform lifts (not exceedin 8 inches in thickness) by mechanical means to at least 90 percent re B ative compaction (ASTM Test Method D1557-78). .UUr
The onsite soils are generally suitable for use as compacted fill provided they are free of organic material and debris. All fill soils
uniform lifts to at least 90 percent relative compaction ased on should be brought to near-optimum moisture conditions and corn acted in
laboratory standard ASTM Test Method D1557-78. The o timum lift thickness required to produce a uniformly compacted fill wil de end on the ty e and size of compaction equipment used. In genera , fill
1
should 1 e placed in lifts not exceeding 8 inches in thickness. 5
e Overexcavation of Davliaht Buildina Pads
No building or grading plans were available for our review at the time of this re ort. If daylight (transition cut-fill) buildin pads are proposed, t I: e entire cut portion of daylight pads s it ould be overexcavated to a minimum depth of 3 feet below finished grade and replaced with compacted fill (see Appendix D for Transition Lot Detail). Overexcavation of daylight pads is recommended in order to minimize the potential for differential settlements between cut and fill transitions.
--
Foundations and slabs should be designed in accordance with structural considerations and the following recomnendations. The recommendations assume that the soils encountered within 3 feet of pad grade will have a
grading. Also refer to moisture conditioning recomnendations out ined in low potential for expansion. This should be evaluated as necessar during
Table 1. .i
-5-
8891134-01
Foundations
The proposed one- and/or two-story residential buildings ma be supported on continuous footings bearing in firm, natural soi T s or properly compacted fill at a minimum depth of 12 and 18 inches, res ectively, beneath lowest adjacent finish grade (for low expansive soi ! 5). At this depth, footin s may be designed for an allowable soil bearing value of 2,000 psf. 7 his value may be increased one-third for loads of short duration, such as wind or seismic forces. Footings
reinforcement consistin of two No. 4 bars, one top and one bottom. We should have a minimum width of 12 inches, 15 inches for two-story, and
recommend a minimum wid il h of 24 inches for isolated spread footings.
Floor Slabs
Slabs founded in low expansive soils should have a minimum thickness of 4 inches and be reinforced with a minimum of 6x6-10 10 wire mesh. Care should be taken by the contractor to insure t r( at the wire mesh is placed at slab midhei ht. Slabs should be underlain by a 2-inch layer of clean sand over a 1 -mil Visqueen moisture barrier. In order to help prevent perforation, we recommend that a 2-inch layer of clean sand be placed beneath the Visqueen.
The potential for slab cracking may be reduced by careful control of water/cement ratios. The contractor should take appropriate curing precautions during the pouring of concrete in hot weather to minimize the cracking of slabs. We recommend that a slfpsheet (or equivalent) be utilized if grouted fill, marble tile or other crack sensitive floor
designe in accordance with structural considerations. coverin is planned directly on concrete slabs. All slab should be
ueral Earth Pressure and Lateral Resistance
If retaining walls are proposed, the following earth pressure values
onsite nonexpansive soils. for level or sloping backfill are recommended for walls backfilled with
8 -
Conditions w 2Luhee
Active 35 65
At-Rest 60 70
Passive
-6-
300 150 ($1 oping Down)
8891134-01
I
I
!
Unrestrained ( ielding cantilever walls should be designed for an active equiva T ent flu 4 d weight value rovided above. In the desi n of walls restrained from movement at t I: e top (nonyielding), suci as basement or garage walls, the at-rest equivalent fluid weight value
free-draining conditions. Should a slopin backfill other than 2:l should be used. The above values assume nonexpansive backfill and
(horizontal to vertical) be designed, or if a 1 ackfill is loaded by an adjacent surcharge load, the equivalent fluid weight values rovided above should be evaluated on an individual-case basis gy the geotechnical engineer. All retaining wall structures should be provided with appropriate draina e. Typical drainage design is contained in Ap endix D. The tota depth of retained earth for design of cantilever wa 1s should be the vertical distance below the ground
heel of the footing for overturning and sliding calculation. Wall surface measured at the wall face for stem design or measured at the
considerations and the recommendations above. Wall backfill should be footings should be designed in accordance with structural
compacted by mechanical methods to at least 90 percent relative compaction based on ASTM Test Method 01557-78.
can be obtained from the passive pressure value provided above. lateral soil resistance developed against lateral structural movement
used at the concrete and soil interface. The passive value may be Further, for sliding resistance, a friction coefficient of 0.35 may be
including wind or seismic loads. The tota lateral resistance may be increased by one-third when considerin loads of short duration
taken as the sum of the frictional and passive resistances provided that the passive portion does not exceed two-thirds of the total resistance. ..
f 9
9
"
We are not aware if retaining structures are proposed at the site. If
drainage. Typical drainage design is attached in Appendix. D. Wall proposed, all retaining structures should be provided with appropriate
backfill should be compacted to a minimum of 90 percent of the soils maximum dry density based on ASTM Test Method D1557-78. - urface Drainage and Erosion
Surface drainage should be controlled at all times. The subject structures should have appropriate drainage systems to collect roof
water away from the structures toward the street or suitable drainage runoff. Positive surface drainage should be provided to direct surface
2 ercent radient from the structures. Planters should not be desi ned facilities. Positive drainage may be accomplished by providing a minimum
be f ow gra i e adjacent to structures unless provisions for drainage suc i? as catch basins and pipe drains are made. In general, ponding of water should be avoided adjacent to the structures.
-7-
..
8891134-01
slopes, we recommend berms and/or swales be provided along the top of the In order to help reduce the potential for excessive erosion of graded
slopes and lot drainage directed such that surface runoff on the slope
erosion during construction should also be implemented in accordance with faces is minimized. Protective measures to mitigate excessive site
the latest City grading ordinances. -
The recomendations rovided in this report are based on subsurface conditions disclosed gy our subsurface exploration The interpolated
representative from Leighton and Associates. All foundation excavations and subsurface conditions should be field checked during construction by a
grading operations should be observed by a representative of this firm so that construction is performed in accordance with the recomndations of this report. Final grading plans should be reviewed by this office prior to construction.
If you have any questions regarding our report, please do not hesitate to contact this office, We appreciate this opportunity to be of service.
Respectfully submitted,
LEIGHTON AND ASSOCIATES, INC.
Michael R. St<wart, CEG 1349 (Exp. 6/30/90) Chief Engineering Geologist
Stan Helenschmidt, GE 2064 (Exp. 6/30/92) Chief Engineer/Manager
WM/MRS/SRH/bje
Distribution: (3) Addressee
-8-
Oa sca
Project No. 8891134-01 1116Wm*"
SITE LOCATION MAP
SEW ART / ACACIA .
CARLSBAD, CALIFORNIA
Fiaure 1
Qt
8 8-3
L QARAGE H' Qt
1 * 8-2
-l
.I 8 B-1
Qt
I
ACACIA AVENUE.
4 x
8891134-01
APPENDIX A
WERENCES
1. Abbott, P.L., ed., 1985, On the Manner of Deposition of the Eocene Strata in Northern San Diego County; San Diego Association of Geologists Fieldtrip Guidebook.
2. Kennedy, M.P., and Peterson, G.L., 1975, Geology of the San Diego Metropolitan Area; California Division of Mines and Geology, Bulletin 200.
3. Leighton and Associates, Inc., Unpublished, In-House Data.
4. - , 1983, Seismic Safety Study for the City of San Diego.
5. Weber, F.H. Jr., 1982, Recent Slo e Failures, Ancient Landslides, and
County, California; California Division of Mines and Geology, Related Geology of the NortR-Central Coastal Area, San Diego
Open-File Report 82-12LA.
A-1
GEOTECHNICAL BORING LOG
DAT- DRILL HOLE No. B- 1 SHEET~OF 1
DRILLING Co “IA TYPE OF RIG Hand AUwr
PROJECT SewartIAcacid PROJECT NO. 8891134-01
DRIVE WEIGHT NIA DROP n/A IN.
Jtf
HOLE DIAMETER 6
TOP OF Hc d
GEOTECHNICAL MSCRIPTION
.OGGED BY
=dim to dark brown, dry, slightly dense. fine- to medium-grained. silty sand; abundant roots
TERRACE DEPOSIT: 6” Medium brown, slightly damp, dense. fine- to medium-
@ 3‘ Medium brown, slightly damp. dense. fine- to medium- grained. silty sand; feu roots
grained. silty sand; becomes mare dense at 5.5 feet
otal Oepth = 6 Feet o Ground Mater Encountered o Caving - ackfilled 6/30/89 A indicates drive sanple
@ indicates bulk srwle
-
- -
GEOTECHNICAL BORING LOG
ELEVATIOI
- &
GEOTECHNICAL DESCRIPTION I1
.OGGED BY
AHPLED BY
mdiun to dark brown, dry. medium dense, fine- to medium-grained sand; abundant roots
TERMCE DEPOSITS: 4' Light to red-brown, slightly damp, dense. fine- to coarse-grained sand; few roots to 2.5 feet
otal Depth = 6 Feet lo Ground Hater Encountered Io Caving lackfilled 6130189
- -
DATE- DRILL HOLE NO. 8-2 SHEETLOFA
DRILLING Co NIA TYPE OF RIG HOLE DIAMETER In. DRIVE WElGtiT
PROJECT SewartlAcacia PROJECT NO. 8891134-01
NIA
"and
xisting DROP N/A IN.
lLELadeREF. OR DATU
I
I
" "
" -
I 3H1
A indicates drive sarnple
@ indicates bulk sample
ABSOCIATES
tIVE WEIGHT N/A DROP N/A IN.
:F. OR DATUM fl GEOTECHNICAL DESCRIPTION II
LOGGED BY
mdiw to dark brow. dry. sllghtly dense. flne- to mediwgrained sand; abundant mots
TERRACE DEPOSIT: P 4' Tan to medium brown, dry to slightly damp. Dledium dense, fine- to mediwgrained sand; very friable
GEOTECHNICAL BORING LOG
DATE-, DRILL HOLE No. 8-3
PROJECT Sewart/Acaci.a
DRILLING Co N/A
HOLE DIAMETER in- DI Existing LEfmHradeRI
Total Depth = 6 Feet No Ground Water Encountered No Caving Backfilled 6/30/89
indicates drive sample @ indicates bulk samples
8891134-01
APPENDIX C
SAMPLING AND LABORATORY TFSTING PROCEDURES AND LABORATORY TEST RESULTS -
Disturbed SamDles: Bulk samples of representative materials were obtained from the borings, bagged, and transported to our laboratory for testing.
LABORATORY TESTING PROCEDURES
Maximum Density Tests: The maximum dry density and optimum moisture content of typical materials were determined in accordance with ASTM Test Method D1557-78. The results of these tests are presented in the test data.
Exoansi evaluated by the Expansion Index Test, U.B.C. Standard No. 29-2. Specimens on Index Test: The expansion potential of a selected material was
were remolded at near-optimum molsture content to 90 percent relative compaction under a given compacttve energy to approximately 50 percent saturation. The pre ared specimens (4-inch diameter by 1-inch length) were loaded to an equiva ! ent 144 psf surcharge and inundated with tap water until volumetric e uilibrium was reached. The results of this test are presented in the test i ata.
GENERAL:
All references to the American Society for Testing and Materials (ASTM) imply the latest standards.
I i I c-1
MAXIMUM DENSITY TEST RESULTS
B-1 ; 1 @ 1 to 2' Red-brown, silty, fine- to medium- 9.5
grained sand 122.5
EXPANSION INDEX TEST RESULTS
LCCATION SAMPLE MOISTURE (%I DENSITY (PCF) MOISTURE(%) SWELL(%) INDEX CLASSIFICATION
CO"D COMPACTED DRY FINAL VOLUMETRIC EXPANSION EXPANSIVE
-1; 1 c 1 to 2' 10.2 109.4 14.9 0.0 . 0 Very Low
Projrct No1 8891134-01 Leiihton 8, Associates
8891134-01
iq
ir.
I
I
I.
1.0 general Intent
These specifications are presented as general procedures and
with the approved grading plans. These general earthwork and grading recommendations for grading and earthwork to be utilized in conjunction
geotechnical report and shall be superseded by the recommendations in specifications are a part of the recomendations contained in the
the geotechnical report in the case of conflict. Evaluations erformed by the consultant during the course of grading may resu ! t in new recomendations which could supersede these specifications or the recommendations of the geotechnical report. It shall be the responsibility of the contractor to read and understand these
p ans. s ecifications as well as the geotechnical report and approved grading Y
2.0 garthwork Observation and Testinq
Prior to the commencement of consultant should be employed or the purpose of observing earthwork yding, a qualffied geotechnical
procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specifications. It shall be the responsibility of the contractor to assist the consultant and keep him apprised of work schedules and changes, at least 24 hours
grading operations should be performed without the knowledge of the in advance, so that he may schedule his personnel accordingly. No
geotechnical consultant. The contractor shall not assume that the geotechnical consultant is aware of all grading operations.
It shall be the sole responsibility of the contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable rading codes and agency ordinances, recommendations in the geotechnicaq report and the approved grading plans not withstanding the testing and observation of the geotechnical consultant. If, in the opinion of the consultant, unsatisfactory conditions, such as unsuitable soil, poor moisture condition, inadequate compaction, adverse weather, etc., are resulting in a quality of work less than recomended in the geotechnical report and the specifications, the consultant will be empowered to reject the work and recommend that construction be stopped until the conditions are rectified.
Maximum dry density tests used to evaluate the degree of compaction
American Society for testing and Materials test method ASTM D1557. should be performed in general accordance with the latest version of the
D- 1
8891134-01
"
I
I
I
3.1
3.2
3.3
3.4
3.5
learina and Grubbinq ill other deleterious material should be removed or properly : Sufficient brush, vegetation, roots, and
disposed of in a method acceptable to the owner, design engineer, governing agencies and the geotechnical consultant.
The geotechnical consultant should evaluate the extent of these
more than 1 percent (by vo ume) of the fill material should consist removals depending on s ecific site conditions. In general, no
of these materials and nesting of these materials should not be a1 1 owed.
Y
ocessinq: The existing ground which has been evaluated by the gotechnical consultant to be satisfactory for support of fill,
ground which is not satisfactory should be overexcavated as should be scarified to a minimum depth of 6 inches. Existing
specified in the following section. Scarification should continue until the soils are broken down and free of large clay lumps or clods and until the workin surface is reasonably uniform, flat, and free of uneven features w il ich would inhibit uniform compaction.
Overexcavation: Soft, dry, organic-rich, spongy, highly fractured, or otherwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, should be overexcavated down to competent ground, as evaluated by the geotechnical consultant. For purposes of determining quantities of materials overexcavated, a licensed land surveyor/civil engineer should be utilized.
Moisture Conditioning: Overexcavated and processed soils should be watered, dried-back, blended, and/or mixed, as necessary to attain a uniform moisture content near optimum.
Recomoaction: . Overexcavated and processed soils which have been properly mixed, screened of deleterious material, and moisture- conditioned should be recompacted to a minimum relative compaction of 90 percent or as otherwise recommended by the geotechnical consultant .
D-2
8891134-01
$DIERAl EARTHWORK AND GRADING SPECIFICATI~tinued~
i- ,'
.
P
I
I
I
3;
3.6 m: Where fills are to be laced on ground with slopes steeper than 5:l (horizontal to vertica P ), the ground should be stepped or benched. The lowest bench should be a minimum of 15 feet wide, at least 2 feet into competent material as evaluated by the geotechnical consultant. Other benches should be excavated
consultan . Ground sloping flatter than 5:1 should be benched or into com etent material as evaluated by the geotechnical
otherwise overexcavated when recommended by the geotechnical consultant . e
3.7 Daluation of Fill Areas: All areas to receive fill, including Drocessed areas, removal areas, and toe-of-fill benches, should be evaluated by the.geotechnica1 consultant prior to fill placement.
4.0 u11 Material
4.1 General: Material to be placed as fill should be sufficiently free of organic matter and other deleterious substances, and should be evaluated by the geotechnical consultant prior to placement. Soils of poor gradation, expansion, or strength characteristics should be placed as recommended by the geotechnical consultant or mixed with other soils to achieve satisfactory fill material.
4.2 Om: Oversize material, defined as rock or other irreducible material with a maximum dimension greater than 6 inches, should not
disposal methods are specifically recommended by the geotechnical be buried or placed in fills, unless the location, materials, and
nesting of oversize material does not occur, and such that the consultant. Oversize disposal operations should be such that
oversize material is completely surrounded by compacted or densified fill. Oversize materials should not be placed within
utilities or underground construction, or within 15 feet 10 feet vertically of finish grade, within 2 feet of future
detail. horizontally of slope faces, in accordance with the attached
4.3 Imoort: If importing of fill material is required for grading, the import material should meet the requirements of Section 4.1. Sufficient time should be give to allow the geotechnical consultant to observe (and test, if necessary) the proposed import materials.
D-3
8891134-01
DERAI. EARTWMK AND 6RADIN6 SPECIFICATIOWS (Continued)
5.0 Fill Placement and Comoaction
5.1 Fill ‘Lifts: Fill material should be placed in areas prepared and previously evaluated to receive fill, in near-horizontal layers approximately 6 inches in compacted thickness. Each layer should be spread evenly and thoroughly mixed to attain uniformity of material and moisture throughout.
5.2 Moisture Conditioninq: Fill soils should be watered, dried-back,
content near optimum. blended, and/or mixed, as necessary to attain a uniform moisture
5.3 Comoaction of Fill: After’ each layer has been evenly spread, moisture-conditioned, and mixed, it should be uniformly compacted to not less than 90 percent of maximum dry density (unless otherwise specified). Compaction equipment should be adequately
proven reliability, to efficiently achieve the specified degree and sized and be either specifically designed for soil compaction or of
uniformity of compaction.
5.4 Fill Slows: Compacting of slopes should be accomplished, in addition to normal compacting procedures, by backrolling of slopes .with sheepsfoot rollers at increments of 3 to 4 feet in fill
At the com letion of radin , the relative compaction of the fill elevation gain, or by other methods producing satisfactory results.
out to the s P ope face s a% ould e at least 90 percent.
5.5 ComDaction Tes of co action of the fill soils should be performed by the tinq: Field tests of the moisture content and degree
geotec T nical consultant. The location and frequency of tests should be at the consultant’s discretion based on field conditions encountered. In general, the tests should be taken at approximate
compacted fill soils. In addition, on slope faces, as a guideline intervals of 2 feet in vertical rise and/or 1,000 cubic yards of
approximately one test should be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope.
I
8891134-01
,I -
1 I *--
EARTHKIRK AWD SWIMS SPECIFICATIOWS fC-
6.0 Subdrain installation
Subdrain systems, if recononended should be installed in areas previously evaluated for suitability by the geotechnical consultant, to conform to the approximate alignment and details shown on the plans or herein. The subdrain location or materials should not be changed or modified unless recomnended by the geotechnical consultant. The consultant, however, may recommend changes in subdrain line or grade de ending on conditions encountered. All subdrains should be surveyed 1 y a licensed land surveyor/civil en ineer for line and grade after installation. Sufficient time sha 9 1 be allowed for the surveys, prior to comnencement of filling over the subdrains.
7.0 Excavation
Excavations and cut slopes should be evaluated by a representative of the eotechnical consultant (as necessary) during grading. If directed by i! he geotechnical consultant, further excavation, overexcavation, and refilling of cut areas and/or remedial grading of cut slopes (i.e., stability fills or slope buttresses) may be recommended.
8.0 Ouantitv Determination
grading and/or determining the limits of overexcavation, a licensed land For purposes of determining quantities of materials excavated during
surveyor/civil engineer should be utilized.
D-5
STABILITY FILL / BUTTRESS DETAIL
0' MAX. O.C. VERTICALLY
SEE SUBDRAIN TRENCI
POSSIBLE TO ALLOW SUITABLE OUTLET
OUTLET PIPE
*.If CALTRANS CLASS 2 PERMEABLE
MATERIAL I8 USED IN PLACE OF
3/4"1-?/1' &RAVEL. FILTER FABRIC
MAY BE DELETED
SUBDRAIN TRENCH DETAIL I
SPECIFICATIONS FOR EALTRAHS CUSS 2 PElPfEABLE MTERIAL
U.S. Standard
Sieve Sfze X Passing -
31 4" 1" loo
31 0" No. 4 . . 25-40
90-100 40-100
.~. . No. 0 18-33 No. 30 No. 50 0-7 No. 200 0-3
Sand'Equivalent>75
5-15
I FILL SLOPE PROJECT 1 TO ? LINE
(TO BE EXCAVATED __. SLOPE
PRIOR TO FILL . PLACEMENT)
CUT-OVER-FILL SLOPE
PROJECT 1 TO 1 Une FROM TOE
0fE:Back drain may ba recommanded by the gaotechnlcal conrultant bared on actual flald condltionr encountered. Bench dlmenrlon racommandationr may a180 bo altarod barad on flald condltlonr encountered.
SIDE HILL STABILITY FILL DETAIL
FINISHED SLOPE FACE
PROJECT 1 TO 1 LINE FROM TOP OF SLOPE TO OUTSIDE EDQE OF KEY \
EXISTINQ QROUND SUdFACE I I’ 7 I
EXISTINQ QROUND SUdFACE I I’
I’
0’ 0 /’
0 0 0 /FINIsHED CUT PAD 0 /’ 0’ 0 /- 0- 0 0 0 /FINIsHED CUT PAD
PAD OVEREXCAVATION DEPTH
”_ kzzE C0,NDITIONB ENCOUNTERED.
NOTE: Subdrain details and key width recommendation8 to be’provided based on exposed nubsurface conditions
I
TRANSITION LOT DETAILS
CUT-FILL LOT
QROUND SURFACE
EXISTINQ
I
OVEREXCAVATE AND RECOMPACT """_ COMPETENT BEDROCK OR MATERIAL EVALUATED .c BY THE QEOTEC.HNlCAL CONSULTANT
CUT LOT
. QROUNO SURFACE EXISTINQ
OVEREXCAVATE AND RECOMPACT
COMPETENT BEDROCK OR MATERIAL EVALUATED /BY THE QEOTECHNICAL CONSULTANT
*NOTE: Deeper or laterally more extenrlvo overexcivatlon and
conrultant based on actual tleld condltlons encountered tecompactlon may be recommended by the peotechnlcrl .
and locatlona of proposed Improvementr
MATERIAL
TRENCH SEE BELOW
SUBDRAIN TRENCH DETAILS
FILTER FABRIC ENVELOPE MIN. OVERLAP
IF CALTRANS CLASS 2 PERMEAI MATERIAL I8 USED IN PLACE Of
MAY BE DELETa 314'?-1-112* QRAVEL. FILTER PAM PERFORATED PIPE
DETAIL OF CANYON SU$DRAIN TERMINAL
CUSS 2 PERMEABLE MERIAL SPECIFICATIONS FOR CALTRANS
U.S. Standard Sfeve Size X Passinq
loo 90-100 40-100 -. - No. 4 25-40 No. 0 18-33 No. 30 No. 50 0-7 5-15
No. 200 0-3
Sand Equivalent>75
~. "
RETAINING WALL DRAINAGE DETAIL
/e0 PERCENT RELATIVE COYPACTION* SOIL BACKFILL. COMPACTED TO
RETAININQ WALL-
PER ARCHITECT'S WALL'WATERPROOFINQ
SPECIFICATIONB - FILTER FABRIC ENVELOPE
4.-(MINJ DIAMETER PERFORATED
EOUIVALUO WITH PERFORATIONII
'PVC PIPE (sCHEDUE 40 OR
WALL FOOTINQ&
U.S. Standard Sieve Size I Passing
1. 100 314. 90-100 U8' 40-100 Ila. 6 25-40 . wo. 8 i8-33
m. 200
Ilo. 30 5-15 Ilo. 50 0-7 0-3
knd Equivrlcnt>75
Y COMPETENT BEDROCK OR MATERIAL
AS EVALUATED BY THE QEOTECHNICAL
CONSULTANT
BASED ON ASTM DlSS7
*IF CALTRANS CLA3S 2 PERMEABLE MATERIAL (SEE QRAOATION TO LEFT) IS USED IN PLACE OF 314.-1-1/2. QRAVEL. FILTER FABRIC MAY BE
DELETED. CALTRANS CLASS 2 PERMEABLE
MATERIAL SHOULD BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION*
NOT TO SCALE
bS-roz# &y - /58t CERTIFICATION OF COMPLIANCE
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD. CA 92009
CITY OF CARLSBAD Plan Check No.8?"583
(619) 438-1161
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 unh the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT: rc Carlsbad Unified San Marcos Unified
6350 Yarrow Drive Ste. A
Carlsbad, CA 92009 (438-5710)
270 West San Marcos Blvd.
San Marcos, CA 92069 (744-4776)
Encinitas Union Elementary
189 Union Street
Encinitas, CA 92024 (944-4306) Encinitar, CA 92024 (753-6491)
- - San Dieguito Union High School 710 Encinitas Boulevard
Project Applicant: 9&u/5. Se-dAkr APN 33233 - 6 #7
Project Address:
RESIDENTIAL: SQ. FT. of living area 5,770 Number of dwelling units
.. ... /so # /64 # AdHW Jr
SQ. FT. of covered area SQ. FT. of garage area / 892 I
COMMERCIAL/ INDUSTRIAL:
Prepared By
FEE CERTIFICATION
(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 aid) "J-l
Other "". ., ..
Residential Fee Levied( &O bbed on. &%I sq. ft.@ % f. T& 9 6 3 a-90 ,?IO
.~ sq. ft.@ I
.
District Official Date '
AB 2926 and SB 201 fees are capped at $1.56 per square foot for residential.
AB 2926 is capped at .$.26 per square foot for commercial/industrial.
..
......
... " ............. .- ...
.... .... ............... .... , ~~ .....
.... ..... ..
DEVELOPMENT PROCESSING SERVICES DIVISION
CARLSBAD, CA 920094859
2075 LAS PALMAS DRIVE
(619) 438-1161
MISCELLANEOUS FEE RECEIPT
PLAN ID NO. ozq
ESTMATED VALUATION
PLAN CHECK FEE 00181000-00-8821
IF THE APPLICANT TAKES NO ACTION
WITHIN 180 DAYS, PLAN CHECK FEES
WILL BE FORFEITED.
,,, ,, ..
CHECK IF SUBMITTED:
2 ENERGY CALCS
2 SOILS REPORTS
LA COSTA LETTER _. L~ i
u
~
i
CERTIFICATE OF OCCUPANCY
~
."
White . File Yellow - Applicant
~~ ~
Pink. Finance Gold - Assessor ~
ii