HomeMy WebLinkAbout1050 MAGNOLIA AVE; ; CB011563; Permit'F
/ç'7 City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
06/29/2001 Residential Permit Permit No:CBOI 1563
Building Inspection Request Line (760) 602-2725
Job Address: 1050 MAGNOLIA AV CBAD
Permit Type: RESDNTL Sub Type: SFD2U Status: ISSUED
Parcel No: 2051911900 Lot #: 1 Applied: 04/26/2001
Valuation: $228,198.00 Construction Type: VN Entered By: JM
Occupancy Group: Reference #: CT97-23 Plan Approved:
06/29/2001
# Dwelling Units: 2 Structure Type: MF24 Issued: 06/29/2001
Bedrooms: 4 Bathrooms: 3.5 Inspect Area:
Project Title: OGARA -NEW SFD2DU Orig PC#:
SFD 2079 SF, 2DU 438 SF, GAR 438 SF Plan Check#:
Applicant:
OGARA MICHAEL D&VICKI B OGARA MICHAEL D&VICKI B
(,- 7. 3439 06/29/01 0002 01 02 3200 JAMES DR 3200
CARLSBAD CA 92008 bAR[SADA \\\ COP 1965043
Total Fees $20,263.651 _\ \.Total PymeTits'To r Date $61152 \ "'Balance Due $19,650.13
/ , // V V11 / \
Building Permit / / '$943.88Meter Size,-7 \ ç'
Add'I Building Permit / Fee \ $0.00
Plan Check J I $613.52 MeteiFee 1 $140.00
Add'I Plan Check Feet $0.00 SDCWA Fee $2,004.00
Plan Check Discdunt $O.00> CFD Payoff Fee $0.00
Strong Motion Fe $22.82 PFF $4,153.20
Park in Lieu Fee \ \ $0.0O % PFF (CFD Fund)-)7\\ $3,833.73
Park Fee \-' License Tax ' Q / $0.00
LFM Fee \ \$0.oO>' Lièènse Tax(CFDFund) / $0.00
Bridge Fee \ $O.O0\ T(fficImct Fe / /$864.80
Other Bridge Fee \ \ $0.PO 'Traffic Impact (CFD IF / $975.20
BTD #2 Fee —... \$0.00 INCORSi / / $0.00
BTD #3 Fee \ $0.00 PLTUMBING TOTAL / $210.00
Renewal Fee \ $000.EEECTRICACTOTAL / $110.00
Add'I Renewal Fee \ 7 $0.00 MECHANICAL-TOTALS / $74.50
Other Building Fee $o.oO) HousingIpactFe / $0.00
Pot Water Con Fee N $26,1400.00 Housing InLiet Fee ,/ $0.00
Meter Size 5/8 (J Master Drainage Fee:,.-' $0.00
Add'I Pot. Water Con. Fee —.$0.00 Sewe1 Fee:
_-
$3,918.00
Red. Water Con. Fee $000—.Additional Fees: $0.00
TOTAL PERMIT FEES $20,263.65
FINAL APPROVAL
Inspector: Date: Date: /JL/ t1 2 Clearance:
NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as 'fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
V 0034 FOR OFFICE USE ONLY
PERMIT APPLICATION PLAN CHECK Na&3/(/S3
CITY OF CARLSBAD BUILDING DEPARTMENT EST. VAL. 2'f3
1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. DiL 5~-
Validated BJ ;Ai\ ../
_
Date 2674/
..PROC2T'INFRMATlN
7 11 If "-' I ' /" f:M._1t(L._ f -
AddTèss (in lUde Bldg uit€t( Business Name (at this address) 43
LreZption Lof No. Subdivision Name/Number Ur1. 0412 Ii.NOO2 tal
CGF 613.52
Asse or's arcp1 / J Estg Use Proposed Use
'D —I f- Description o Wo p .- S FT. #of S nes # of Bedrpo $ # o Bathrooms
i&, 1A PERSON (if different Ir applicant)
rss s
s__ Name Address C y State/ tip Telephone # Fax /1
UcAwT f Ctcr fl ijur, r.6tor 0D'forier
- - • Z ( Name Address Cit t Zip T ph ne P
Name Ad reVs City Stdtu jp Telephone #
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to Construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged
exempt . A violation of Sectio 7031.5 any a licant for it subjects t e a plicant to a ci il at not re th five hun red dollars $5001).
W '49( /e - (4f/7
Name Address r City State/Zip Telephone #
State License Øj cens:Css / C Coy unes-7 yanoo,sLicZ 29 7 7?/ Designer Name Address City r State/Zip Telephone
State License #
QRKERSCOMPENSATION
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's c3Q orlinrance c ber are:Insuranc : Policy Date_______________
(THl SECTION NEED NOT BE COMPLETED IF THE PERMIT IS F ONE HUNDRED DOLLARS [$1001 OR LESS)
:00CERFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensati aws of alifo.
WARNING: r o ecure w ers' om n atio o unlawful, and shall subject an employer to criminal penalpi s and vil fines up to one hundred
damages as provided for in Section 3706 of the s fees
I hereby affirm that I am exempt rom the Contractor's License Law for the following reason
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
su
~owner
himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is
so one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projedts with contractor(s) licensed
pursuant to the Contractor's License Law). • -
0 I am exempt under Section Business and Professions Code for this reason: -
I personally plan to provide the major labor and materials for construction of the proposed prOperty improvement. O YES ONO
I (have I have not) signed an application for a building permit for the proposed work. • •
I have contracted with the following person (firm) to provide the proposed Construction (include name I address / phone number / contractors license number):
4. I plan to provide portions of the work, but l,have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number / contractors license number):
5. I will provide some of the work, but I have contracted (hired) the following person o provide the work indicated (include name'/ address / phone number / type
of work):
PROPERTY OWNER SIGNATURE t2'7? DATE
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO
-IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
[ COSTRIJON LENDJG AGENCY -.
I hereby affirm that thft is a construct' n lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code).
LENDER'S NAME LENDER'S ADDRESS_______________________________________________________
- • - - - • •
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit, of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not commenced withi80 dF the dateAof h permit or if the building or work authorized by such pe~it is suspended or abandoned Pt any time after the work is coniWdr a 4bdd oJA (Seo4' 4.4 Uniform Building Code). 7 7 .7
44 APPLICANT'S SIGNATURE - ---/ /,'y/
• - . • WHITE: File YELLOW: Applicant PINK: Finance 7 • " (
L WOW
, ~7 City of Carlsbad Bldg Inspection Reque N17
L
For: 041W2002 U-7 11 1 Permit# CB011563
Title: OGARA -NEW SFD2DU
Description: SFD 2079 SF, 2DU 438 SF, GAR 438 SF
Type: RESDNTL Sub Type: SFD2U
Job Address: 1050 MAGNOLIA AV
Suite: Lot I
Location:
APPLICANT OGARA MICHAEL D&VICKI B
Owner: OGARA MICHAEL D&VICKI B
Remarks:
Inspector Assignment: RCB
Phone: 7605191004
Inspector: iqc./3
Total Time: Requested By: MICHAEL
Entered By: CHRISTINE
CD Description Act Comments
19 Final Structural /I° t2L!z44,(q2Z,t.
29 Final Plumbing
/
G-fr? 14&4.a-sL
39 Final Electrical
/
,?t4.ôtJ24Ttn' Ir
49 Final Mechanical
Associated PCRs
lnsDection History
Date Description
04/08/2002 89 Final Combo
04/05/2002 39 Final Electrical
04/05/2002 89 Final Combo
04/03/2002 89 Final Combo
03/11/2002 89 Final Combo
10/09/2001 18 Exterior Lath/Drywall
10/09/2001 21 Underground/Under Floor
10/05/2001 17 Interior Lath/Drywall
10/05/2001 18 Exterior Lath/Drywall
10/04/2001 17 Interior Lath/Drywall
10/04/2001 18 Exterior Lath/Drywall
10/03/2001 18 Exterior Lath/Drywall
10/01/2001 16 Insulation
09/28/2001 18 Exterior Lath/Drywall
09/28/2001 84 Rough Combo
Act lnsp Comments
CA RC EM FOR GRANNY FLAT NOT INSTALLED
CO RC EMR
CA RC BY MIKE
CA RC
NR RC NEED PERMIT EXTENSION
AP RC OK TO STUCCO
AP RC
AP RC OK TO TAPE
CO RC CAULK HOLES - DO NOT STUCCO
CA RC
CA RC
NR RC DRY WALL NOT COMPLETE. NO LATH INSP UNTIL AFTER
DRYWALL NAILING INSP
CA RC WILL GET CERTIFICATION FROM INSULATER FOR FINAL INSP
WC RC
AP RC OK TO DRYWALL
City of Carlsbad Bldg Inspection Request
For: 04/10/2002
Permit# CB011563 Inspector Assignment: RCB
09/26/2001 14 Frame/Steel/Bolting/Welding
09/25/2001 14 Frame/Steel/Bolting/Welding
09/25/2001 16 Insulation
09/25/2001 84 Rough Combo
09/17/2001 13 Shear Panels/HD's
09/12/2001 13 Shear Panels/HD's
09/06/2001 39 Final Electrical
08/27/2001 13 Shear Panels/HD's
08/27/2001 13 Shear Panels/HD's
08/27/2001 14 Frame/Steel/Bolting/Welding
07/31/2001 14 Frame/Steel/Bolting/Welding
07/09/2001 11 Ftg/Foundation/Piers
07/02/2001 22 Sewer/Water Service
NR RC
NR RC NOT COMPLETELY WRAPPED, WASTE NOT TOPPED OUT
CA RC
CA RC
AP RC OK TO WRAP
CO RC MISSING STRAPS AND POSTS - FLR TO FLR CONN
NR RC ALL RECEPTACLES AND COVER PLATES NOT INSTALLED
CO RC MISSING STRAPS AND POST
AP RC OK TO COVER ROOF
WC RC
PA RC SUB FLOOR NAILING OK
AP RC
AP JC
Certificate of Insulation
Yow Rome has bei insulated with Certainleed Fbertass Insulation pr
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for tcda1 5 safety standaixls and tomorrows energy ruiremeaIs.
Fibergims is inorganic and therefore pe nanent!y vwncorabustible, so
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treated with &e-rntadant chemicals that will likely lose theireffectiveness; o
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treated with chemicals that cat corrode wiring or metal. Fibeigass will not absorb moiure nor will it Settle over time as may other insulation materials.
This also certifies that CertainTeed Fiber Glass Insulation has been pr
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to provide the following the iperftrnamce.. Job Name: SF11 - Tra Plan; Phase: Lot #.: -- Job Address: I05Ggotia Ave., Cartaba!!
Ceiling Area led
Garage ceiling: R-19 Between floor: With LMog Above
EiL Walls. R-43 Unfd
Interior Wails.
0verbangs
- Knee Wails:
With Living Above
Stibirloor: Party Wall:
confractor. Oflnsulatün Co.,J,w.
S. Yjacert, Azasa Ca 91792 (626) 812-W. Lircnse465799
Conchila Ortiz, Secrefiryffreasiirer --or-- R. Scull Jenkins, President-or--
Lou Merola, Director of Operations Officer.
R- means resistance to beat flow. The higher the It-value, the greater the insulating power. Ask your builder for the fnet sheet ott R- values. Keep this certificate with your other valued papers. If you ever sell this home, this certificate should be passed on to the buyer.
EsGil Corporation
In Partners/lip with government for Building Safety
DATE: June 1, 2001
JURISDICTION: Carlsbad
PLAN CHECK NO.: 01-1563
PROJECT ADDRESS: 1050 Magnolia Ave.
SET:!!
O APPLICANT
0 PLAN REVIEWER
0 FILE
PROJECT NAME: O'Gara Residence w/ Second Dwelling Unit
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
LII The applicant's copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date c (by: ) Fax #:
MaiNeIep)ne Fax, In Person
REMARK$: PARK to be wet stamped and signed by Engineer of Design.
By: -Bill Elizarraras Enclosures: Struct. & Title 24 cálc's
Esgil Corporation Truss caic's, Soils Rpt.
0 GA 0 MB LI EJ EJ PC 5/24/01 trnsmti.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fx (858) 560-1576
EsGU Corporation
In Partnership with government for Wui(IingSafety
DATE: May 10, 2001
JURISDICTION: Carlsbad
PLAN CHECK NO.: 01-1563
PROJECT ADDRESS: 1050 Magnolia Ave.
SET:I
O PLAN REVIEWER
O FILE
PROJECT NAME: O'Gara Residence w/ Second Dwelling
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Mike O'Gara
P.O. Box 1638, Carlsbad, CA. 92008
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Mike O'Gara M1ñA1 Telephone #: 760-434-7563
Date contacted: tO (by:J ) Fax #:
Mail -"-Telephone-----Fax In Person
LI REMARKS:
By: Bill Elizarraras Enclosures:
Esgil Corporation
0 GA 0 MB fl EJ fl Pc 4/30/01 ti-nsmtLdot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858).560-1576
Carlsbad 01-1563
May 10, 2001
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 01-1563 JURISDICTION: Carlsbad
PROJECT ADDRESS: 1050 Magnolia Ave.
FLOOR AREA: 2079 sqft. Dwelling
438 sqft. 2nd Dwelling
489 sqft. Garage
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: May 10. 2001
STORIES: 2
HEIGHT: 25'
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 4/30/01
PLAN REVIEWER: Bill Elizarraras
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinance by the Planning Department, Engineering' Department, Fire
Department or other departments. Clearance from those departments may be required prior to
the issuance of a building permit.
Present California law mandates that residential construction comply with the 1998 edition of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99).
The above regulations apply to residential construction, regardless of the code editions adopted
by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., elan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
Carlsbad 01-1563
May 10, 2001
PLANS
Please make all corrections on the original tracings, as requested-in the
correction list. Submit three sets of plans for commercial/industrial projects (two
sets of plans for residential projects). For expeditious processing, corrected sets
can be submitted in one of two ways:
Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, SUite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. Plans, specifications and calculations shall be signed and sealed by the
California State licensed engineer or architect responsible for their preparation,
for plans deviating from conventional wood frame construction. Specify
expiration date of license. (California Business and Professions Code).
Provide a statement on the Title Sheet of the plans stating that this project shall
comply with the 1998 edition of the California Building Code (Title 24), which
adopts the 1997 UBC, UMC and UPC and the 1996 NEC.
. FIRE PROTECTION
Show locations of permanently wired smoke detectors with battery backup:
a) On each story. @ Main Dwelling
Walls separating dwelling units in the same building shall be of not less than
one-hour fire-resistive construction. Section 310.2.2.
Provide details of the one-hour fire-resistive construction. wall assemblies,
column and beam assemblies, etc.
Detail how one-hour fire-resistive wall construction is maintained at built-in wall
fixtures and behind tub and or shower, electric panels exceeding 16 square
inches in area, etc. Section 709.7.
Carlsbad 01-1563
May 10, 2001
ROOFING
8. Specify on the plans the following information for the roof materials, per Section
106.3.3:
Manufacturer's name.
Product name/number.
ICBO approval number, or equal.
GARAGE
9. Doors may open into the garage only if the floor or landing in the garage is not
more than one inch lower than the door threshold. Section 1003.3.1.6.
5. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly,
for openings between garage and 2'' dwelling. Section 302.4.
. FOUNDATION REQUIREMENTS
10. Provide a copy of the project soil report prepared by a California licensed
architect or civil engineer. The report shall include foundation design
recommendations based on the engineer's findings and shall comply with UBC
Section 1804.
11. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this
value in the soils report and on the plans. Section 1629.4.2.
12. Investigate the potential for seismically induced soil liquefaction and soil
instability in Seismic Zones 3 and 4. This does not apply to detached, single-
story dwellings. Section 1804.5
13. Provide a letter from the soils engineer confirming that the foundation plan,
grading plan and specifications have been reviewed and that it has been
determined that the recommendations in the soils report are properly
incorporated into the construction documents (when required by the soil report)
14. Show size, embedment and location of hold down anchors on foundation plan.
Section 106.3.3.
. FRAMING
15. In vaulted ceiling construction, provide strap ties across the beams at the ridge
support. Section 2303.8.
16. Show on the plans all structural requirements developed in the structural
calculations. Section 106.3.3. Show all upper shear wall hold down strapping
per design calculations:
Carlsbad 01-1563
May 10, 2001
Specify framing member sizes over bedroom #1 bathroom @ conventionally
framed roof area.
. ELECTRICAL (NATIONAL ELECTRICAL CODE)
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.
. PLUMBING (UNIFORM PLUMBING CODE)
In the garage, provide an adequate barrier to protect water heater from vehicle
damage. An 18" platform for the water heater does not satisfy this requirement.
UPC, Section 510.3.
. NOISE INSULATION (71 Dwelling)
Show details of duplex common (party) walls and floor/ceiling assemblies to
achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an
Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24.
Show how penetrations of assemblies for piping, electrical devices, recessed
cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be
sealed, lined, or insulated to maintain required sound transmission rating.. Title
24.
. CITY REQUIREMENTS
All new residential buildings, including additions, require a soils report.
Note "two 3/4" copper pipes, must be installed to the most convenient future solar
panel location when the water heater is not in a one story garage and is not
directly below the most south facing roof. (City Ordinance No. 8093).
All piping for present or future solar water heating must be insulated when in areas
that are not heated or cooled by mechanical means (City Policy).
. MISCELLANEOUS
To speed up the review process, note on this list (or a copy) where each correction item
has been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan review for your project. If you have any questions regarding these plan
review items, please contact Bill Elizarraras at Esgil Corporation. Thank you.
Carlsbad 01-1563
May 10, 2001
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1563
PREPARED BY: Bill Elizarráras DATE: May 10, 2001
BUILDING ADDRESS: 1050 Magnolia Ave.
BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
Dwelling 2079 City Estimate 228,198
2nd Dwelling 438
Garage 489
Air Conditioning
Fire Sprinklers
TOTAL VALUE 228,198
Jurisdiction Code ICb IBY Ordinance I
Bldg. Permit Fee by Ordinance vi $1,072.581
Plan Check Fee by Ordinance v I $697.171
Type of Review: El Complete Review Structural Only
LI Other LI Repetitive Fee
Repeats Hourly Hour *
Esgil Plan Review Fee I $57.74I
Comments:
Sheet I of I
macvalue.doc
i '..
BUILDING PLANCHECK CHECKLIST
DATE: ( PLANCHECK NO.: CB /f 56 3
BUILDING ADbRESS: (OSO
PROJECT DESCRIPTION: SDU
ASSESSOR'S PARCEL NUMBER: Qjj5 [ Ot I / 9 EST. VALUE:
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
A Right-of-Way permit is required prior to
construction of the following improvements:
i1ti,iI
Please se the attached report of deficiencies
marked wit . Make necessary corrections to plans
or speci catio for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
Date: 6/7/67
Date:
Date:
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:
Dedication Application
Dedication Checklist
Improvement Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
Sewer Fee Information Sheet
ENGINEERING DEPT. CONTACT PERSON
Name: JOANNE JUCHNIEWICZ
City of Carlsbad
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2775
CFD INFORMATION
Parcel Map No:
Lots:
Recordation:
Carlsbad Tract:
A-4
H:WORD\DOCSCHKt.ST\Buadbig Planedt C1dSt Form (Geneslc).doc 1 Rev. 1114100
CT97&3
BUILDING PLANCHECK CHECKLIST
1ST/2ND 3R0 POD
SITE PLAN
1. Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow F. Right-of-Way Width & Adjacent Streets
B. Existing & Proposed Structures G. Driveway widths
C. Existing Street Improvements H. Existing or proposed sewer lateral
D. Property Lines I. Existing or proposed water service
E. Easements J. Existing or proposed irrigation service
2. Show on site plan:
A. Drainage Patterns
Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
B. Existing & Proposed Slopes and Topography
C. Size, type, location, alignment of existing or proposed sewer and water service
(s) that serves the project. Each unit requires a separate service, however,
second dwelling units and apartment complexes are an exception.
D. Sewer and water laterals should not be located within proposed driveways, per
standards.
3. Include on title sheet:
Site address
Assessor's Parcel Number
Legal Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
FNI
EXISTING PERMIT NUMBER DESCRIPTION
H:\W0RD\0C$CHKLST\8uldbQ Planthedt Cidsi Form (Geneilc)doc 2 Rev. 7114100
BUILDING PLANCHECK CHECKLIST
1 S2ND DISCRETIONARY APPROVAL COMPLIANCE
) E:;:1/' U 4a. Project does not comply with the foIlowin Enginering Conditions of approval for
7 Project No.Lct r-w+ sou /&8
U 0 0 4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
0 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $15,000, pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 h/2 x 11" plat map
and submit with a title report. All easement documents must be approved and
signed by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for The dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person.. Applications will not be accept by mail or fax.
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
0 0 0 6a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the
construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section
18.40.040.
Public improvements required as follows:
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered Civil Engineer must prepare the
appropriate improvement plans and submit them together with the requirements
on the attached checklist to the Engineering Department through a separate plan
check process. The completed application form and the requirements on the
H:WORODOcSCHXISfl8uding Plancheck Cidsi Form (RIDDLE- HARVEY 7-12-00)4ev 3 Rev. 12/26196
BUILDING PLANCHECK CHECKLIST
1ST 2N0 3rd
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
0 0 0 Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or
current grant deed on the property and processing fee of $280 so we may
prepare the necessary Neighborhood Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Neighborhood Improvement Agreement will include the following:
0 0 0 Enclosed please find your Neighborhood Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Neighborhood Improvement Agreement completed by:
Date:
0 El No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11.06.030 of the Municipal Code.
0 0 0 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate. grading quantities (cut, fill import, export).
0 0 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
0 0 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
H:WORO\DOCSCHKLSVBuIIdh9 Planthed, cldst Form (RIDDLE - HARVEY 1-12-00).doc 4 Rev. 9128100
BUILDING PLANCHECK CHECKLIST
7d .No Grading Permit required.
7e. If grading is not required, write"No Grading" on plot plan.
X <
MISCELLANEOUS PERMITS
8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are
not limited to: street improvements, tree trimming, driveway construction, tying
into public storm drain, sewer and water utilities.
Right-of-Way permit required for:
E 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153,
for assistance.
/
Industrial Waste permit accepted by:
Date:
NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
occurs first
:I1D
the City Engineer prior to issuance of grading or building permit, whichever
Fj 11. quired fees are attached
Q No fees required
WATER METER REVIEW
12a. Domestic (potable) Use
Ensure that the meter proposed by the owner/developer is not oversized.
Oversized meters are inaccurate during low-flow conditions. If it is oversized, for
the life of the meter, the City will not accurately bill the owner for the water used.
All single family dwelling units received "standard" 1" service with 5/8" service.
H:WORDDOCS\C11KLST\Bukig Planthed, Cklst Pane (Genetic).doc 5 Rev. 7/14100
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3R0
If owner/developer proposes a size other than the "standard", then
owner/developer must provide potable water demand calculations,
which include total fixture counts and maximum water demand in gallons
per minute (gpm). A typical fixture count and water demand worksheet is
attached. Once the gpm is provided, check against the "meter sizing
schedule" to verify the anticipated meter size for the unit.
Maximum service and meter size is a 2" service with a 2" meter.
If a developer is proposing a meter greater than 2", suggest the
installation of multiple 2" services as needed to provide the anticipated
demand. (manifolds are considered on case by case basis to limit
multiple trenching into the street).
D D 12b. Irrigation Use (where recycled water is not available)
All irrigation meters must be sized via, irrigation calculations (in gpm) prior
to approval. The developer must provide these calculations. Please follow
these guidelines:
If the project is a newer development (newer than 1998), check the recent
improvement plans and observe if the new irrigation service is reflected on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be listed there. Irrigation services are listed with a circled "I",
and potable water is typically a circled "W". The irrigation service should
look like:
........J .-.. STAi+OO Install 2" service and -
1.5: meter (estimated100 gpm)
If the improvement plans do not list the irrigation meter and the
service/meter will be installed via another instrument such as the building
plans or grading plans (w/ a right of way permit of course), then the
applicant must provide irrigation calculations for estimated worst-case
irrigation demand (largest zone with the farthest reach). Typically, Larry
Black has already reviewed this if landscape plans have been prepared,
but the applicant must provide the calculations to you for your use. Once
you have received a good example of irrigation calculations, keep a set for
your reference. In general the calculations will include:
Hydraulic grade line
Elevation at point of connection (POC)
Pressure at POC in pounds per square inch (PSI)
Worse case zone (largest, farthest away from valve
Total Sprinkler heads listed (with gpm use per head)
Include a 10% residual pressure at point of connection
3. In general, all major sloped areas of a subdivision/project are to be
irrigated via separate irrigation meters (unless the project is only SFD with
no HOA). As long as the project is located within the City recycled water
H:W0RD\DOCS\CHKLST'Bu111Ing Plantheck Cktst Form (Genedc).doc 6 Rev. 7114100
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future.
0 0 12c. Irrigation Use (where recycled water is available)
Recycled water meters are sized the same as the irrigation meter above.
If a project fronts a street with recycled water, then they should be
connecting to, this line to irrigate slopes within the development. For
subdivisions, this should have been identified, and implemented on the
improvement plans. Installing recycled water meters is a benefit for the
applicant since they are exempt from paying the San Diego County Water
Capacity fees. However, if they front a street which the recycled water is
there, but is not live (sometimes they are charged with potable water until
recycled water is available), then the applicant must pay the San Diego
Water Capacity Charge. If within three years, the recycled water line is
charged with recycled water by CMWD, then the applicant can apply for a
refund to the San Diego County Water Authority (SDCWA) for a refund.
However, let the applicant know that we cannot guarantee the refund, and
they must deal with the SDCWA for this.
0 0 0 13. Additional Comments:
H:WORO\DOCS\Ct4KLST%&AfIng Planthedc Cidsi Form (Geneilc).doc 7 V V
.. Rev. 7114100
ly
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
C1 Estknate based on unconfirmed information from applicant.
0 Calculation based on building plancheck plan submittal.
Address: (OSZ 4i2- Bldg. Permit No.________________
Prepared by: ''ate: ___~tl & ___ Checked by: Date:
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: Sq. Ft./Units: EDU's:
Types of Use: 5\J Sq. Ft./Units: EDU's:
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use: Sq. Ft./Units: ADT's:
Types of Use: (.) Sq. Ft./Units: ADT's:
FEES REQUIRED: 0
WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0<0
1TARK-IN-LIEU FEE PARK AREA & #: )Q(,k2 C)
FEE/UNIT: X NO. UNITS:I = $I 7S3'
TRAFFIC IMPACT FEE
ADT's/UNITS:
0-3. BRIDGE AND THOROUGHFARE FEE
ADT's/UNITS:___________
0-4. FACILITIES MANAGEMENT FEE
U NIT/SQ. FT
0----5. SEWER FEE
X FEE/ADT: go -. = $__________
(DIST. #1 01ST. #2 01ST. #3
X - -'FEE/ADT:
ZONE:__________
X FEE/SQ.FT./UNIT: =$ 0
EDU's:
EFIT AREA:
X FEE/EDU:_______
X FEE/EDU: = $________________
_
=$7
HIGH fLOW_______
X FEE/AC: = $____________
METER FEE SDCWA FEE IRRIGATION
c9Y71
6. SEWER LATERAL ($2,500)
fr 7. DRAINAGE FEES PLDA_________
ACRES:
3'8. POTABLE WATER FEES
UNITS CODE CONNECTION FEE
I % aym
lof2
Word\Docs\Mlsforms\Fee Calculation Worksheet Rev. 7/14/00
I
ENGINEERING DEPARTMENT
:' FEE CALCULATION WORKSHEET
o 9. RECLAIMED WATER FEES
UNITS CODE CONNECTION FEE METER FEE
TOTAL OF ABOVE FEES*: $
*NOTE: This calculation sheet is NOT a complete list of all fees which may be due.
Dedications and Improvements may also be required with Building Permits.
2 of
Word\DocsMisformsFee Calculation Worksheet Rev. 7/14/00
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
LAND USE REVIEW
April 16, 2001
TO: Paul Godwin - Engineering Technician
FROM: David Rick - Assistant Engineer
'A
COMPLETENESS REVIEW
PROJECT ID: SDU 01-08 MAGNOLIA SUBDIVISION
The Engineering Department has completed its review of the above referenced project.
Engineering staff does not have any comments to add to the project. Please add the following
conditions of approval to the approving resolution:
Prior to issuance of any building permit, Developer shall comply with the requirements of
the City's anti-graffiti program for wall treatments if and when such a program is formally
established by the City.
Prior to issuance of building permits, Developer shall pay all fees, deposits, and charges
for connection to public facilities. Developer shall pay the San Diego County Water
Authority capacity charge(s) prior to issuance of Building Permits.
The Developer shall install potable water services and meters at a location approvd by
the Deputy City Engineer - Utilities. The locations of said services shall be reflected on
public improvement plans.
The Developer shall install sewer laterals and clean-outs at a location approved by the
Deputy City Engineer - Utilities. The locations of sewer laterals shall be reflected on
public improvement plans.
This project is approved upon the express condition that building permits will not be
issued for the development of the subject property, unless the Deputy City Engineer
- Utilities has determined that adequate water and sewer facilities are available at the time
of occupancy.
If you or the applicant has any. questions regarding the above, please either see or call me at
extension 2781.
David Rick
Assistant Engineer - Development Services Division
H:\LIBRARYENG\WPDATA\MISCCOMPREV
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB 0 11 56.S Address 10 50 0)a10 ha.. Ave
Planner Paul Godwin Phone 760-602-465
APN: 205 h l°rOO
Type of Project & Use: SFR -SU Net Project Density:DU/AC
11 11 Zoning:- I General Plan: Facilities Management Zone:__________
CFD (in/out) #_____ Date of participation: Remaining net dev acres:_______
O.... a.-j Circle One
(For non-residential development: Type of land used created by this
p
ermit.______________________________________
CL a. CL Z Legend: Item Complete Item Incomplete - Needs your action
14 Environmental Review Required: YES ____ NO )( TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required: YES NO TYPE
APPROVAL/RESO. NO. DATE
PROJECT NO. LOU OIO
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:
.
i.
Coastal Zone Assessment/Compliance 'I Project site located in Coastal Zone? YES____ NO,X
CA Coastal Commission Authority? YES____ NO____
If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego
CA 92108-4402; (619) 767-2370
Determine status (Coastal Permit Required or Exempt):
Coastal Permit Determination. Form already completed?
If NO, complete Coastal Permit Determination Form now.
CoastalPerrnit Determination Log
YES NO - -
Follow-Up Actions:
Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor
Plans).
Complete Coastal Permit Determination Log as needed.
N:'ADMIN\COUNTER\BldgPlnchkRevchkIst
X7 7 Inclusionary Housing Fee required: YES - NO X
(Effective date of Inclusionary Housing Ordinance -,May 2,1, 1993.)
Data Entry Completed? YES NO
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!)
Site Plan:
1. Provide a fully dimensional siteplan drawn to scale. Show: North arrow"p rope rty
lines, easements; existing and proposed structures, streets, existing street
improvements, right-of-way width, dimensional 'setbacks and existing topographical
lines.
Lii 2. Provide legal description of property and assessor's parcel number.
Zoning:
1; Setbacks:
Fro'nt':. Required _______ ShOwn O
lntrior Side: Required V-611 Shown.. '- 6"
Street Side: Required - Shown -
Rear: Required 1.7 Shown
ssory structure setbacks:
Front: ' Required
.
Shown
Interior Side: Requ ' Shown
Street Side: Required , ' * ' Shown
Rear: Required Sho
Structure separation: Required Shown
3. Lot Coverage: Required 4.0 / . . Shown 5'
FIR 4. Height: . Required ~ 2 , ShóNn
/
5. Parking: Spaces Req yired,20"'A 90&r. Shown OK
Guest Spaces Required ( S. Shown 0
Additional Comments . .
cka iC S4?U. 0104- IJIOVCd
OK TO ISSUE AND APPROVAL ENTERED INTO DATE
H:'ADMIN\COUNTER\BldgPlnchkflevChklst
top
SUMMIT DESIGN ENGINEERING
STRUCTURAL AND CIVIL
7224 Margerum Ave. 4422 Glacier Ave. #F
San Diego, CA 92120 San Diego, CA 92120
Phone (619) 582-2721 Phone (619) 284-1848
Fax 284-0837
Structural Calculation
********** ** * * * *** *
For Proposed
S.F.R.
Addition
To be located at:
Magnolia Ave. Lot #1
Carlsbad, CA
Designer:
Samuel B. Wright
2911 State St.
Carlsbad, CA 92008
Owner:
0' gara
Project: Date:
MJ 458-01 4/13/01
o COMMERCIAL • RESIDENTIAL•
ROOM ADDITIONS•
COMPETITIVE PRICES*
FREE AND PROMPT ESTIMATES*
&0-
. R SSooft;~Fll IA
Specializing in root and
floor trusses ef
2847 INDUSTRY STREET (760) 722 - 7696
OCEANSIDE, CA. 92054 FAX (7o) 722 - 0438 ICBO # AA-513
1
M -qN MO ~ I
SOIL TESTERSV
June 9, 1999
P.O. Box 1195
Lakeside, California 92040
(619) 443-0060
(619)443-0933 Fax
Mike O'Gara
P.O. Box 1633
Carlsbad, California 92018
SUBJECT: File No. 9796
Silt INSPECTION
Proposed Residential Building Site
Magnolia Avenue
City of Carlsbad
Tract 9723, Phase I
Dear Mr. O'Gara:
SCOPE
In accordance with your request, a Site Inspection has been performed at the subject site. The
purpose of this investigation was to examine existing site conditions and provide engineering
recommendations for the proposed 4 single-family residences.
FIELD INSPECTION
In order to accomplish this purpose, a representative of this firm visited the site, reviewed the
topography and site conditions and visually and textually classified the surface and near surface
soils. Representative samples of the on-site soils were obtained from a test exploration 3 feet in
depth and tested for density, shear strength and expansive characteristics. Similar soils and
conditions were observed in two other explorations.
SITE CONDITIONS
The subject site is an undeveloped parcel located on the northerly side of Magnolia Avenue. The
site is relatively level with an approximate one percent fall to the southeast. No man made fill
soils were observed during the course of this inspection.
SOIL CONDITIONS
Soils encountered in the test explorations were dark brown, silty, fine sands to medium sands to
Mike O'Gara File No. 9796 June 9, 1999
approximately 2 feet in depth. These surface soils were loose and compressible. Underlying the
loose surface soils were medium dense, red brown, fine to medium sands. None of soils we
encountered were considered to be detrimentally expansive with respect to change in volume
with change in moisture content (Expansion Index 15).
An in-place field density test taken in accordance with A.S.TJvI. D1556-82 at the bottom of the
exploration (approximately 3 feet in depth) indicated relative compaction of the soils at that level
to be 92.9 percent.
CONCLUSIONS AND RECOMMENDATIONS
The loose native soils we encountered should not be utilized to support the proposed
new structure. They should be recompacted to at least 90 percent of maximum dry
density in accordance with the Grading Specifications in this report in order to provide
adequate support for the proposed new structure. Anticipated depth of recompaction is
2 feet.
2. Conventional spread footings founded a minimum of 12 inches for one story structures
and 18 inches for two story structures below lowest adjacent grade and having a width
determined by the allowable soil bearing value as detailed above are recommended for
foundation support. Footing widths should be at least 12 inches for one story structures
or 15 inches for two stoiy structures for continuous footings and 24 inches for square
footings due to practical considerations as well as Building Code requirements.
Reinforcing in footings should consist of at least one #4 steel bar placed continuously in
the top and bottom of continuous footings regardless of structural requirements.
Reinforcing for isolated footings are dictated by the structural requirements. These
recommendations are based upon on the soil type encountered and do not take into
consideration the proposed bearing load.
4. Concrete slabs-on-grade should be constructed to have a nominal thickness of 4" and
underlain with a sand blanket of 3 inches in thickness. Provide minimum temperature
reinforcement consisting of 6X6-10/10 welded wire mesh. The sand subbase (sand
blanket) should have a sand equivalent exceeding 30 per ASTM D2419. All slabs
should either have a conventional thickened edge or be poured monolithically with
continuous footings at the slabs perimeter. Conventional thickened edges should be 8"
thick at slab edge, uniformly tapering to 4" thick at 2' from slab edge. The thickened
edges or monolithic footings should extend completely around the slab's perimeter.
Construction and expansion joints should be considered slab edges. Maximum spacing
of expansion joints is 50' for interior slabs and 30' for exterior slabs.
.4
2
Mike O'Gara File No. 9796 June 9, 1999
A representative sample of the foundation soil was remolded to 90% of maximum
dry density (127.3). Based on the following test results, a safe allowable bearing
value of at least 2500 pounds per square foot for 12 inch deep footings may be used
in designing the foundations and slab for the proposed structures. This value may be
increased by one third for wind and/or seismic loading.
Angle of internal friction 370
Cohesion 227 psf
Unit weight 114.7 pcf
For any grading proposed or contemplated for this project, the following grading specifications
should be utilized.
RECOMMENDED GRADING SPECIFICATIONS
For
Proposed Residential Building Site
Magnolia Avenue
City of Carlsbad
GENERAL: Soil Testers and 'Soil Engineer' are synonymous hereinafter and shall be
employed to inspect and test earthwork in accordance with these specifications, the accepted
plans, and the requirements of any jurisdictive governmental agencies. They are to be allowed
adequate access so that the inspections and tests may be performed. The Soil Engineer shall be
appraised of schedules and any unforeseen soil conditions.
Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation
from the lines and grades shown on the plans, etc., shall be cause for the soil engineer to either
stop construction until the conditions are corrected or recommend rejection of the work. Refusal
to comply with these specifications or the recommendations and/or interpretations of the soil
engineer will be cause for the soil engineer and/or his representative to immediately terminate his
services.
Deviations from the recommendations of the Soil Report, from the plans, or from these
Specifications must be approved in writing by the owner and the contractor and endorsed by the
soil engineer.
SOIL TEST METHODS:
Maximum Density & Opt Moisture -- ASTMDI557-70
Density of Soil In-Place -- ASTM D1556, D2922 and D3017
3
Mike O'Gara File No. 9796 June 9, 1999
Soil Expansion - UBC STANDARD 29-2
Shear Strength -- ASTM D3080-72
Gradation & Grain Size -- ASTM Dl 140-71
Capillary Moisture Tension -- ASTM D2325-68
Organic Content -- % Weight loss after heating for 24 hours
at 3000 F and after deducting soil moisture.
LIMITING SOIL CONDITIONS:
Minimum Compaction 90% for 'disturbed' soils. (Existing fill,
newly placed fill, plowed ground, etc.)
84% for natural, undisturbed soils.
95% for pavement subgrade within 2' of
finish grade and pavement base course.
Expansive Soils Expansion index exceeding 20
Insufficient fines Less than 40% passing the #4 sieve.
Oversized Particles Rocks over 10" in diameter.
PREPARATION OF AREAS TO RECEIVE FILL:
Brush, trash, debris and detrimental soils shall be cleared from the areas to receive fill.
Detrimental soils shall be removed to firm competent soil. Slopes exceeding 20% should be
stepped uphill with benches 10' or greater in width. Scarify area to receive fill to 6" depth and
compact.
FILL MATERIAL shall not contain insufficient fines, oversized particles, or excessive
organics. On-site disposition of oversized rock or expansive soils is to be at the written direction
of the Soil Engineer. Select fill shall be as specified by the soil engineer. All fills shall be
compacted and tested.
SIJBDRAINS shall be installed if required by and as directed by and detailed by the soil
engineer and shall be left operable and unobstructed. They shall consist of 3" plastic perforated
pipe set in a minimum cover of 4" of filter rock in a 'vee' ditch to intercept and drain free ground
from the mass fills. Perforated pipe shall be schedule 40, Poly-Vinyl-Chloride or Acrylonitrile
Butadienne Styrene plastic. Rock filter material shall conform to the following gradation:
Sieve size: 3/4" #4 #30 #200
%Passing: 90-100 25-50 5-20 0-7
Subdrains shall be set at a minimum gradient of 0.2% to drain by gravity and shall be tested by
dye flushing before acceptance. Drains found inoperable shall be excavated and replaced.
ri
Mike O'Gara File No. 9796 June 9, 1999
CAPPING EXPANSIVE SOILS: if capping expansive soils with non-expansive soil to
mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil
placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 8'
beyond the exterior perimeter of the structure. Special precautions should be taken to ensure that
the non-expansive soil remains uncontaminated and the minimum thickness and dimensions
around the structure are maintained. The expansive soils underlying the cap of non-expansive
cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before
any construction supported by the compacted cap.
The non-expansive soil comprising the cap should confonn to the following:
Minimum Compaction . 90%
Maximum Expansion Index 30
Minimum Angle of Internal Friction 33 Deg
Cohesion Intercept 100 psf
UNFORESEEN CONDrflONS: Soil Testers assume no responsibility for conditions which
differ from those described in the applicable cur-rent reports and documents for this property.
Upon termination of the soil engineer's services for any reason, his fees up to the time of
termination become due and payable. If it is necessary for the soil engineer to issue an
unfavorable report concerning the work that he has been hired to test and inspect, the soil
engineer shall not be held liable for any damages that might result from his 'unfavorable report'.
If we can be of any further assistance, please do not hesitate to contact our office. This
opportunity to be of service is sincerely appreciated.
Respectfully submitted,
jseph C(Smyth, RCE A656' (-o.21,650
JCS/ss 1' Exp.9130101
cc: (3) submitted
OF C
4.
w
CHRISTIAN WHEELER
ENGINEERING
December 6, 1999
Mike O'Gara
do Soil Testers
Post Office Box 1195
Lakeside, CA 92040
C\VE 199.050.1
SUBJECT: Seismic Design Criteria, Proposed Residential Building Site, Magnolia Avenue,
Carlsbad, California
REFERENCES: 1) Site Inspection, Proposed Residential Building Site, Magnolia Avenue,
Carlsbad, California, Tract 9723, Phase I, by Soil Testers, Project No. 9796, dated June
9, 1999.
Maps of Known Active Fault Near-Source Zones in California and Adjacent
Portions of Nevada liji California Division of Mines and Geology, dated February
1998.
Geologic Maps of the Northwestern Part of San Diego County, California by S. S.
Tan and M. P. Kennedy, California Division of Mines and Geology Open-File Report
96-02.
Dear Mr. O'Gara:
In,accordance with the request of Soil Testers, we have prepared this letter to present pertinent
seismic/geotechnical information regarding the project site. The scope of our limited study consisted of a
review of the referenced soils report, a review of other pertinent literature, and the preparation of this letter
that includes our findings.
GENERAL GEOLOGIC SETTING: The project site is located in the Coastal Plains Physiographic
Province of San Diego County and is underlain by Quaternary-age terrace deposits and associated surlicial
soils. The terrace deposits generally consist of light reddish-brown to yellowish-brown, medium dense to
dense sands and silty sands.
SEISMIC DESIGN PARAMETERS: Based on a maximum magnitude (Mmax) earthquake of 6.9 along
the nearest portion of the Rose Canyon Fault Zone, the Maximum Bedrock Acceleration at the site would be
approximately 0.40 g. For structural design purposes, a damping ratio not greater than 5 percent of critical
dampening, and Soil Profile Type SD are recommended (UBC Table 16-3). Based upon the location of the site
at approximately 8 kilometers from the Rose Canyon Fault Zone (Type B Fault), Near Source Factors Na
equal to 1.0 and N, equal to 1.1 are also applicable. These values, along with other seismically related design
parameters from the Uniform Building Code (TJBC) 1997 edition, Volume II, Chapter 16, utilizing a Seismic
Zone 4 are presented in tabular form below.
4925 Mercury Street 4 San Diego, CA 92111 4 858-496-9760 4- FAX 858-496-9758
CWE 199.050 December 6, 1999
LTBC - CHAPTER 16
TABLE No.
SEISMIC
PARAMETER
RECOMMENDED
VALUE
16-I Seismic Zone Factor Z 0.40
16-J Soil Profile Type SD
16-Q Seismic Coefficient Ca 0.44 Na
16-R Seismic Coefficient C. 0.64 N
16-S Near Source Factor Na 1.0
16-T Near Source Factor Nv 1.1
16-U Seismic Source Type B
LIQUEFACTION: Liquefaction is the phenomenon that may result in large total and/or differential
ground surface settlement and possible lateral ground spreading during an earthquake. Liquefaction occurs
when loose, saturated, generally fine sands and silts are subject to strong ground shaking. The soil loses all
shear strength and becomes a viscous liquid for a short period of time, and then usually solidifies.
Settlement of the ground surface and failure of foundations caused by liquefaction is usually only affected
by the soils that liquefy within the upper 30 feet; the effect of liquefaction of soils below this depth is not
usually manifested at the ground surface. Four conditions usually must be present before liquefaction can
occur:
The soil isbelow the groundwater table, i.e., saturated;
The soil is composed predominantly of fine sand and silt;
The soil is in a loose to medium dense state;
The soil is subject to a sufficient magnitude and duration of strong ground shaking.
Based on the available information, it appears that the native materials at the site below the foundation
elevation are generally medium dense to dense and probably not subject to liquefaction.
If you have any questions after reviewing this letter, please do not hesitate to contact this office.
Respectfully submitted,
CHRISTIAN WHEELER ENGINEERING
Curtis R. Burden, C.E.G. #1090
CRB:crb
cc: (4) Soil Testers
P0 Box 1195
Lakeside, CA 92040
El
No 1090
CER11AED
EN&:NEEcNG J
GEOLOGIST /
ExptQQQ J.-i
of Carlsbad
OFO
CERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER MITIGATION
This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City
prior to issuing a building permit. The City will not issue any building permit without a completed school fee form.
Project Name:
Building Permit
Plan Check Number:
Project Address:
A.P.N.:
Project Applicant
(Owner Name):
Project Description:
Building Type:
Residential:
Second Dwelling Unit:
Residential Additions:
Commercial/Industrial:
City Certification of
Applicant Information:
Number of New Dwelling Units
Square Feet of Living Area in New Dwelling Z..a7 j
Square Feet of Living Area in SDU B
Net Square Feet New Area
Sauare Feet Floor Area "c
801 Pine Ave.
Carlsbad San Marcos Unified School District
215 Mata Way
Car s a San Marcos, CA 92069 (736-2200)
Encinitas Union School District San Dieguito Union High School District
101 South Rancho Santa Fe Rd 710 Encinitas Blvd.
Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491)
Certification of Applicant/Owners. The person executing this declaration ('Owner") certifies under penalty of perjury that (1) the
information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended
certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square
footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and
that (2) the Owner is the owner/developer of))ie above described project(s), or that the person executing this declaration is
authorized to sian on behalf of the.Ownei' 71 J' i
Signature: f/////, //7 )7/ /TD___ Date:
1635 Faraday Avenue L 6ar1sbad, CA 92008-7314 • (760) 602-2700 • 'FAX (760) 602-8560
Revised 4/20/00
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE
BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the applicable School District, certifies that the
developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that
the applicant listed on page 1 has paid all amounts or completed other applicable school
mitigation determined by the School District. The City may issue building permits for this project.
SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE
NAME OF SCHOOL DISTRICT 801 Pn I1vnue
DATE
PHONE NUMBER
14