HomeMy WebLinkAbout1560 SANDALWOOD LN; ; CB071526; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
07-02-2007 Residential Permit Permit No: CB071526
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
Applicant:
JACKAM RICHARD C
741 PLUMOSA AVE
VISTA CA 92081
1560 SANDALWOOD LN CBAD
RESDNTL Sub Type: 2DU
2051304300 Lot #: 0
$92,096.00 Construction Type: VN
Reference #:
1 Structure Type: MF2-4
I Bathrooms: I
JACKAM RES-636 SF 2ND DWELLING
UNIT,EXPAND 205 SF BEDRM & 82 SF GARAGE
Status: ISSUED
Applied: 06/04/2007
Entered By: RMA
Plan Approved: 07/02/2007
Issued: 07/02/2007
Inspect Area:
Orig PC#:
Plan Check#:
Owner:
JACKAM RICHARD C
741 PLUMOSA AVE
VISTA CA 92081
Building Permit $519.61 Meter Size
Add'I Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00
Plan Check $337.75 Meter Fee $0.00
Add'I Plan Check Fee $0.00 SDCWA Fee $0.00
Plan Check Discount $0.00 CFD Payoff Fee $0.00
Strong Motion Fee $9.21 PFF (3105540) $1,188.10 Park in Lieu Fee $0.00 PFF (4305540) $1,096.70
Park Fee $0.00 License Tax (3104193) $0.00
LFM Fee $0.00 License Tax (4304193) $0.00
Bridge Fee $0.00 Traffic Impact Fee (3105541) $301.74
Other Bridge Fee $318.00 Traffic Impact Fee (4305541) $340.26
BTD #2 Fee $0.00 Sidewalk Fee $0.00
BTD #3 Fee $0.00 PLUMBING TOTAL $90.00
Renewal Fee $0.00 ELECTRICAL TOTAL $35.00
Add'I Renewal Fee $0.00 MECHANICAL TOTAL $24.00
Other Building Fee $0.00 Housing Impact Fee $000
HMP Fee $0.00 Housing lnLieu Fee $0.00
Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00
Meter Size Master Drainage Fee $0.00
Add'I Pot. Water Con. Fee $0.00 Sewer Fee $0.00
Red. Water Con. Fee $0.00 Additional Fees $0.00
TOTAL PERMIT FEES $4,260.37
Total Fees: . $4,260.37 Total Payments To Date: $4,260.37 Balance Due: $0.00
FINAL APPROVAL
InsDect Date: g2:e ,4? Clearance:
NOTICE: Please take NOTICE that approval of your project includes the'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions? You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
City of Cailsbad.
1635 Faraday Ave., qarisbaci, CA 92008
760-602-2717/2718/2719 -
Fax: 760-602-8558 .. ' "
Building Permit Application
Plan Check No. L.f27/52,
Est. Value p
.
Plan Ck. Deposit•
Date f ID 7
'JOB ADDRESS' iço ALC.icQ L14Ai&J jSUITE#/SPACE#/UNIT#. A2 /O .... —
T/PROJECT.t
Ile Iz4i LOT# PHASE# - #OFUNITS - #BEDROOMS' #BATHROOMS TENANT BUSINESSNAME CONSTR.TYPE- OCC.GROUP
DESCRIPTION OF WORK: (Please describe present use and proposed
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BUILDING AREA (SF) ADDI ION AREA (SF) 4 C
GARAGE (SF)
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PATIOS (SF)
0
DECKS (SF)
00
FIREPLACE
YES I] NO1q
AIR CONDITIONING 0
YES. 0 NOIC YES
FIRE SPRINKLERS
0 NC
CONTACT NAME (If Different Fern Applicant)
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APPLICANT NAME t2C,c$-qt7-
ADDRESS 0 . .
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EMAIL '• 0 0 - EMAIL % i . . • 0 0
PROPERTY OWNER NAME
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CONTRACTOR BUS.-NAME
ADDRESS 74-1 A-4sA_IvJ
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CITY . ' . ST ' ZIP • • . VisrA CITY-' • ... • • 'STATE 0 . ZIP •
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STATE LIC.# • • . •
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Lm run i. nunrnuaa aim rrqiçuulnoa noe: any ury or ..ouncy wnicn requires a permit n construcT. aiter improve fe.momisn or repair, any structure pmor to its issuance, also requires time applicant tar such penmt to tile a signed statement that he is hcen,sed;uinuant to the prqvisions of the Contractor's License l,.aw (Clmaptor 9, commending with Section Jolla of Division 3 of the Businexa and Prnfexsinna Code) or that he is exempt therehom, and the basis For the alleged exemphun Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars ($500)). . • • • .: • • •
0'
,. .: .- ..S..'.., . . .•• MOO 0
Workers' Compensation Deálaratlon: I hereby aft1mm under penalty of perjury one of the following declarations: • . '
•, • 0• ...
..
• : • • 0 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 perm it is issued
0 I have and will maintain workers' compensation, as required by Se lotion 3700 of the Iabor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carder and policy
number are: Insurance Co. 0 0 .
•
Policy No. 0 ' Expiration Date .
This section need not be completed if thepermit is for one hundred dollars ($100) or less. 0
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• •0. • • 0 •
• 0 CI Certificate of Exemption: I certify that in the performance 0 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' Compensation Laws of
California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&160,000),,In
addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees.
. : •
0 ' •
AS CONTRACTOR SIGNATURE • -
0 • •
0 - • DATE • • 0 - • - '0 •
QD()O(®1 ®W1Th®(
I hereby affirm that lam exempt from Contractor's License Law for the following reason: 0
• •0
0 •
I, as owner of the property of my employees with wages as their sole compensatithi, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code:The Contracto'r's License Law does not apply loan owner of properly who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purposeof sale).
• V. I, as owner 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 loan owner of properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). • . -
0
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0 I am exempt under Section - Business and Professions Code for this reason: • .
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11.1p nally plan to provide the major labor and materials for construction of the proposed property improvement Yes 0 No . • ..
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2.1 / have not) signed an application for a building
Is
for the proposed work. . -
0 0
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0 • 0
3.1 have contracted with the following person (firm) to provide the proposed construction (include name address I phone/contractors' license number): •
0 -
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supemvie and provide the major work (include name! address! phone !contractors' license number):
5.1 will provide some of the work, but I have contracted (hired) the following persons to provide thework indicated (include name/address! phone type of work): .
.'PROPERTY OWNER SIGNATURE . - •
0 •
•
-. - DATE cXe 0
®Th@71 V[)O3 U®() ® .()o DQ fJ 1L(1t CJ1
Is the applicant or future building occupant required to submit a business plan, acutely hazofdous 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 - - 0 0 0 • Is the applicant or-future building occupant required to obtain a permit from the air pollution control district or air quality management disthct? • 0 Yes . 0 No' • • . Is the-facility to be constructed withiS 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. •
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I hereby affirm that there is a construction lending agency for the performance of the work this permit-is issued (Sec. 3097 (I) Civil Code). . k- . - . • ' - - -
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Lender's Name - . 0 • • - Lender's Address
I cerfillythat I have mad the application and state thatthe abowe information Is conectand thatthe information on the plans Is accurate. I agnee'to comply,with all Cillydidinances and State laws milating to buildingoonstruction.
0
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I hereby authorize representative of the City of Carlsbad 110 enter upon the above mentioned properly for inspeclion 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. • - 0
OSHA:-An OSHA permit is required for excavations over 5'O' deep and demotition or constiuction of structures over stories in height • -
0
- .. 0
EXPIRATION: Every permit issued by the Building •I under the provisions of ft Code shall expire by findtatiort ~ndl becorninuill and void I the - '
l8o days fmm the date ofsuch if u I suchpiiirmft is
..'APPLICANT'S SIGNATI.
0 • -- - : - -. •
-. DATE . - - • .4,
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City of Carlsbad Bldg Inspection. Request
For: 08/28/2008
Permit# CB071526 Inspector Assignment: PD
Title: JACKAM RES-636 SF 2ND DWELLING
Description: UNIT,EXPAND 205 SF BEDRM & 82 SF GARAGE
Type: RESDNTL Sub Type: 2DU
Job Address: 1560 SANDALWOOD LN
Suite: Lot: 0.
Location:
APPLICANT JACKAM RICHARD C
Owner: JACKAM RICHARD C
Remarks:
Total Time:
Phone: 760 42337
Inspect
Requested By: RICHARD
Entered By: CHRISTINE
CD Description
19 Final Structural
29 Final Plumbing
39 finalElectrical
49 Final Mechanical
Act Comments
Comments/Notices/Holds
Associated PCRs/CVs Original PC#
Inspection History
Date Description Act Insp Comments
06/16/2008 89 Final Combo CA PD
12/17/2007 17 Interior Lath/Drywall AP PD SHOWERS
11/29/2007 82 Drywall/Ext Lath/Gas Test AP PD
11/19/2007 14 Frame/Steel/Bolting/Welding AP PD
11/19/2007 18 Exterior Lath/Drywall WC PD
11/19/2007 24 Rough/Topout AP PD
11/19/2007 34 Rough Electric AP PD
11/19/2007 44 Rough/Ducts/Dampers AP PD
10/15/2007 33 Service Change/Upgrade AP PD
10/11/2007 13 Shear Panels/HD's AP PD
10/11/2007 18 Exterior Lath/Drywall WC PD
10/05/2007 15 Roof/Reroof PA PC OK TO DRY IN. CHECK LAT. BRACE @FRAME
09/10/2007 16 Insulation CA MC PER CONTRACTOR PHONE CALL
Inspection List
Permit#: CB071526 Type: RESDNTL 2DU JACKAM RES-636 SF 2ND DWELLING
UNlT,EXPAND 205 SF BEDRM & 82 SF GA
Date Inspection Item Inspector Act Comments _
08/28/2008 89 Final Combo - RI
08/27/2008 89 Final Combo PD AP
06/16/2008 89 Final Combo PD CA
12/17/2007 17 Interior Lath/Drywall PD AP SHOWERS
11/29/2007 82 Drywall/Ext Lath/Gas Test PD AP
11/19/2007 14 Frame/Steel/Bolting/Weldin PD AP
11/19/2007 18 Exterior Lath/Drywall PD WC
11/19/2007 24 Rough/Topout PD AP
11/19/2007 34 Rough Electric PD AP
11/19/2007 44 Rough/Ducts/Dampers PD AP
10/15/2007 33 Service Change/Upgrade PD AP
10/11/2007 13 Shear Panels/HD's PD AP
10/11/2007 18 Exterior Lath/Drywall PD WC
10/05/2007 15 Roof/Reroof PC PA OK TO DRY IN. CHECK LAT. BRACE
@FRAME
09/10/2007 16 Insulation MC CA PER CONTRACTOR PHONE CALL
08/31/2007 14 Frame/Steel/Bolting/Weldin PD PA SUBFLOOR, SOUNDWALL
08/10/2007 11 Ftg/Foundation/Piers PY AP
08/06/2007 21 Underground/Under Floor PD AP
Thursday, August 28, 2008 Page 1 of 1
- JimesLCtilnn1Ichltcct
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20 Jimmy Durante Blvd., Suite 117
Del Mar, CA 92014
Phone (58) 755.5863
Fax (858) 755-8186
Email :jim@designbuildinc.com
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TO/ TO 39Vd èI3tLèiVd U11fl8 t491S30 981899L8S8 10:90 Lø&/gl/øt
Nov 21 07 12:33p Jennifer Capitan 760 966-0386
L1I.IOf ;v o;jatuqjis -
hmssletdnlLltellltect
Del Mar, CA 92014
Phone (655) 755-5863
Fax (858) 755-8186
Email ;jim@designbulldlnc.com
11-20-07.
Building Inspector
City of Carlsbad
RE: Jackam Addition
1560 Sandalwood
Dear Sir,
The double layer of drywall does not zed to extend above the ceiling line since the attic is not.
habitable space.
Thank you.
James Chinn
p.1
obz
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-I • P.O. Box 1195
[L TE$TBIt4jJ Lakeside, CA 92040
1619) 443.-OOW
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From L SOILTESTERS REPRESENTATIVE
4..
EsGil Corporation
In (Partnership with government for eftiffing Safety
DATE: June 27, 2007 0 AgELICANT
JURIS.
JURISDICTION: Carlsbad U PLAN REVIEWER
U FILE
PLAN CHECK NO.: 07-1526 SET: II
PROJECT ADDRESS: 1560 Sandalwood Lane
PROJECT NAME: Jackam Residence Addition and Remodel
The plans transmitted herewith have been corrected where necessary and substan
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with the jurisdiction's building codes.
El The plans transmitted herewith will substantially comply with the jurisdiction's bui
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d
e
s
when minor deficiencies identified below are resolved and checked by building dep
a
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t
s
t
a
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.
El The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
F-1 The check list transmitted herewith is for your information. The plans are being h
e
l
d
a
t
E
s
g
i
l
Corporation until corrected plans are submitted for recheck.
LIII The applicant's copy of the check list is eri'closed for the jurisdiction to forward t
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t
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e
a
p
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a
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contact person.
LIII 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.
F-1 Esgil Corporation staff did advise the applicant that the plan check has been c
o
m
p
l
e
t
e
d
.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
LI REMARKS:
By: Bill Elizarraras Enclosures:
Esgil Corporation
El GA F-1 MB 0 E E3 PC 6/21/07
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576
EsGil Corporation
In PartnerIiip wit/I government for Qiui(iing Safety
DATE: June 14, 2007
JURISDICTION: Carlsbad
PLAN CHECK NO.: 07-1526 SET: I
PROJECT ADDRESS: 1560 Sandalwood Lane
PROJECT NAME: Jackam Residence Addition and Remodel
U APPLICANT
U PLAN REVIEWER
U FILE
0 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.
LI 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.
E The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
III The applicant's copy of the check list has been sent to:
James Chinn
2120 Jimmy Durante Blvd. #117, Del Mar, CA. 92014
Eli 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: Ja es Chinn
Date contacted :c,/4Z7 (bW(4)
Mail /TeIephon...v'Fax,,/ In Person
LI REMARKS: (t/k)
By: Bill Elizarraras
Esgil Corporation
DGA [:1 MB DEJ [:1 PC
Telephone #: 858-755-5863
Fax #: 858-755-8186
Enclosures:
6/7/07
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
Carlsbad 07-1526
June 14, 2007
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 07-1526 JURISDICTION: Carlsbad
PROJECT ADDRESS: 1560 Sandalwood Lane
FLOOR AREA: 636 sq.ft. 2nd Dwelling STORIES: 2
205 sq.ft. Dwelling Add'n
82 sq.ft. Garage Add'n HEIGHT: 25'
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: June 14, 2007
FOREWORD (PLEASE READ):
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 6/7/07
PLAN REVIEWER: Bill Elizarraras
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 2001 edition of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
2000 UPC, 2000 UMC and 2002 NEC.
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., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
Carlsbad 07-1526
June 14, 2007
PLANS
1. Please make all corrections on the original tracings, as requested in the correction
list. Submit 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.
2. Final Plans, specifications and calculations shall be signed and sealed by the
California state licensed engineer or architect responsible for their preparation.
Specify expiration date of license. (California Business and Professions Code).
3. On the cover sheet of the plans, specify any items requiring special inspection, in
a format similar to that shown below. Section 106.3.2.
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the following checked items will also
require Special Inspection in accordance with Sec. 1701 of the Uniform Building
Code.
ITEM REQUIRED REMARKS
EPDXY ANCHORS YES Reference detail
4. When special inspection is required, the architect or engineer of record shall
prepare an inspection program which shall be submitted to the building official
for approval prior to issuance of the building permit. Please review Section
106.3.5. Please complete the attached form.
5. Provide stairway and landing details. Sections 1003.3.3.
a) Show a maximum rise of 8" and minimum run of 9"
6. The foundation plan does not comply with the soils report recommendations for
this project. Please review the report and modify design, notes and details as
required to show compliance: See depth and underpinning designs.
7. Show size and embedment of hold down anchors on foundation plan. Section
106.3.3. It is not clear if the hold downs are into existing footings or new @ the
Garage? If epoxy anchors please provide or reference details.
Carlsbad 07-1526
June 14, 2007
Please provide evidence that the architect has reviewed the truss calculation
package prepared by others (i.e., a "review" stamp on the truss calculations or a
letter). Section 106.3.4.1.
Note that passageway to the mechanical equipment in the attic shall be
unobstructed and have continuous solid flooring not less than 24 inches wide,
not more than 20 feet in length through the attic. UMC Section 908.0.
Show a permanent electrical receptacle outlet and lighting fixture controlled by a
switch located at the entrance for furnaces located in an attic space. UMC
Sections 908.0 & 909.0.
Show on the plan the amperage of the existing electrical service, the location of
the service panel and the location of any sub-panels. (Verifing capacity of
system)
Show details of 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 (lIC) rating on floor/ceiling of 50 decibels. Title 24.
Provide insulation in walls and ceiling to achieve STC of 50 between garage and
living area if garage use is not controlled by resident. Title 24.
14.*Walls separating dwelling units in the same building, shall be of not less than
one-hour fire-resistive construction. Section 310.2.2.
15. Provide details of the one-hour fire-resistive construction. Include floor/ceiling
assemblies, wall assemblies, column and beam assemblies, etc.
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.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes No U
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 07-:1526
June 14, 2007
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION:
PLAN CHECK NUMBER: OWNER'S NAME:
I, as the owner, or agent of the owner (contractors may not employ the special inspector),
certify that I, or the architect/engineer of record, will be responsible for employing the special
inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction
project located at the site listed above. UBC Section 106.3.5.
Signed
I, as the engineer/architect of record, certify that I have prepared the following special
inspection program as required by UBC Section 106.3.5 for the construction project located at
the site listed above. EngineefslAldliteds Seal
& Signature Here
Signed
1. List of work requiring special inspection:
El Soils Compliance Prior toFoundation Inspection El Field Welding
El Structural Concrete Over 2500 PSI El High Strength Bolting
El Prestressed Concrete El Epoxy Anchors
El Structural Masonry [1 Sprayed-On Fireproofing
El Designer Specified El Other
2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed
above:
3. Duties of the special inspectors for the work listed above:
Special inspectors shall check in with the City and present their credentials for approval irior to beginning work on the job site.
Carlsbad 07.1526
Juhe 14, 2007
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 07-1526
PREPARED BY: Bill Elizarraras DATE: June 14, 2007
BUILDING ADDRESS: 1560 Sandalwood Lane
BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
2nd Dwelling 636 ' 101.99 64,866
Garage Add'n 82 / 26.61 2,182
Dwelling Add'n 205 121.94 24,998
Air Conditioning
Fire Sprinklers
TOTAL VALUE I
92,045
Jurisdiction Code Icb IBY Ordinance I _
Bldg. Permit Fee by Ordinance [j I $510.61 I
Plan Check Fee by Ordinance [j I $331.901
Type of Review: LJ Complete Review D Structural Only
El Other D Repetitive Fee
I Repeats D Hourly Hour *
Esgil Plan Review Fee I $285.94!
Comments:
Sheet I of I
macvalue.doc
of Carlsbad
B4J1LDINGPLANCHECWCHECKUST
DATE: 4 17-(/C r 7 PJNHE4(4JO.: tB O7/24
8U1LDIN ADDESS: O NbA LWQ L
PROJECT DESCRIPTION: SDJ
ASSESSORS PARCEL NUMBER: 2i I O L/ EST. VALUE:
€-NGNE ERING 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.
DENIAL
Please see the attached report of 'deficiencies
marked with 0. -Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
By: Date:
ED A Righl-of.Way permit is required prior to
construction of the following improvements: By: Date:
-. By: Date:
FOR OFFICIAL USE ONLY
lwGAumoRlZATION TO ISSUE BUILDING PERpIIT
Date:
ATTACHMENTS
U Dedication Application
Dedication Checklist
Li Improvement Application
L. Improvement Checklist
U Future Improvement Agreement
U Grading Permit Application
Li Grading Submittal Checklist
Li 'Right-of-Way Permit Application
U Right-of-Way '-Permit Submittal Checklist
and information Sheet
L Sewer Fee Information Sheet
ENGiNER'ING DEPT. 'CONTACT PERSON
Name: Linda Ontiveros
City of Zattsbad
Address: 1635 Faraday Avenue,Carlsbad, CA 920GB
Phone: (70)602-2773
CFD INFORMATION
Parcel Map No:
Lo* 4,
'Recordation:
Carlsbad Tract:
L)Nr rJ 2-
1635 Faraday venue • Car-Isbad..CA 92008-7314 • (760) 602-2720 .AX (76O)SO2-852
13JiLDINGPLANCFtEC4( C H.ECKLST
/ SITEPLAN
ST 2ND 3RD
0 0 1. y(.vide.1fuilY dimensioned siteciandraptosca1e. Show:
,
ght-of-Way Width & Adjacent Streets
B/ting & Proposed Structures / :oiveway widths
fisting Street Improvements I. €xistingorEpvoposed sewerfateral
ropecty Lines I. Existing or proposed water -service
E. Easements J. Existing orproposed irrigation 'seEvce
0 0 2. Show on site plan:
A. Drainage Patterns
1. Building pad surface drainage must maintainarninirnum slope ofone
percent towards an adjoining •street oran approved 'drainage course.
2. ADD THE FOLLOWING NOTE: "Finish grade will providea ii,inimum positive
drainage of 2% to swale 5' awaifrom building."
B. Existing & Proposed Slopes and Topography
C. Size, type, location, alignment of existingor proposed sewer and water seMce(s)
that serves the project. Each unit requires a separate service, however, second
dwelling units and apartment complexes are an exception.
Sewer and water laterals should not be located within proposed driveways,per
standards.
d 0 0 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 iootage br each -dilferent ,,use,
existing sewer permits 'showing square bootage -of 'different uses 'manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER • DESCRIPTION
I e3'JI3N PA'G!DCc..E FORWaot
12
7;W
BiLDlftG PLANCHEL-K cHECKLIST
W1
2ND 3' DISCRETIONARY APPROVAL COMPL1ANcE
U 4a. Project does not comply with the foHowg Engineei-ingConditionsof approval4or
( . ,Project No.________________________________________________________
.0 0 0 4b. All conditions are in compliahce. Date:
/ DEDICATION REQUIREMENTS
0 '0 5. Dedication for all street 'Rights-of-Way adjacent 4o the building site and anystorm
drain or utility easements on the building site is required -for all new buildings rand
for remodels with a value at or exceeding $i5000 , pursuant 10 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 withran---8 W x 11"pIat map änd
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 (he
completed application form with the required checklist items and -fees to "the
Engineering Department in person. Applications will not be accept by mail tor 'fax.
Dedication completed by: Oate:
'. IMPROVEMENT REQUIREMENTS
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 4he
construction exceeds $75.000 , pursuant -to Cailsbad 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 rand submit them -together with the -requirements
on the attached checklist to 'the Engineering Department through a iseparate,plan
check process. The 'completed application form and sthe iequir.ementsonthe
'CSe SUIJPJ.!44ED{ c.c:s fORw,aD: .3 7f1'2O
'BUt LDtNG PLANCHECK CHEC4(L4S1
1S1 2ND 3RD
checklist must be -submitted Lin person. Applications by mail r0r4ax are onot
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 Construction of the public improvements may be deferred pursuant to Cats1Dad
j Municipal Code Section 18.40. 'Please -submit a recent property title report or
current grant deed on the property and processing 'fee 'of 3310 'so we may
- prepare the necessary Neighborhood Improvement Agreement. This agreement
j must be signed, notarized and approved by the City prior to issuance. of a
Building permit.
Future public improvements required as follows:
0 0 Enclosed please find your Neighborhood Improvement Agreement. 'Please cetum
agreement signed and notarized to the Engineering Department.
Neighborhood Improvement
Agreement completed by:
Date:
0 0 No Public Improvements required. SPECIAL NOTE: Damaged or defactive
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 4he need for a .grading permit are found in Section
11.06.030 of -the Municipal Code.
d1 7a. Inadequate information available on Site Plan to make adetevminationn grading
/ requirements. Include accurate grading quantities Xput, fill import, export).
0 12 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
aoproval obtained prior 40 issuance of a Building Permit.
Grading Inspector sign 'off by: Date:
J.... 12 [2 7c. Graded Pad Certification required. (Note: Pad certWtcatioh maybe 'requiredeven
if a grading :permit iscot required.)
4
C'9 Ufi VSUILId P&N!CK*CE fDRM.OJt 4 . .
.;s 7:1
BUILDING PLANCHECK CHECKLIST
7d .No Grading Permit requined.
7e. If grading is not required, write "NoGradingnpiotpian.
MISCELLANEOUS PERMITS
A RIGHT-OF-WAY PERMIT is required to do work in City Right-,of-Way andfor
private work adjacent to 'the public Right-of-Way. Types of work incIue, ut are
not limited to: street improvements, tree trimming, driveway construction, tying
into public storm drain, sewer and water utilities.
D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the Cityof 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 4s
on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153,
for assistance.
Industrial Waste permit accepted by:
Date:
10. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System (N'PDES) permit. The .applicant shall provide best
management practices to reduce surface pollutants to an .acceptab'le level prior4o
discharge to sensitive areas. Plans for such improvements 'shall be approved by
the 'City Engineer prior to issuance of grading or buiiding permit, whichever
occurs first.
II 10 0 11. 13 Required"fees are attached
13 No fees required
WATER METER REVIEW
0 0 12a. Domestic (potable) Use -
Ensure that the meter proposed by 'the owner/developer is not oversied.
Oversized meters are inaccurate during low-flow conditions. If it is oversized ,4or
the life of the meter, 'the City will not accurately ,bill the iowner 'for the water used.
All "singie 'family dwa'lling.units received "standard" I "service With"51.8" service.
ClJf hee'.SUILDIN PNEc,, C(LEF3M.aD '5
BUILDING PLANCHECK C+IECKLIST
,ST 2ND 3RD
If owner/developer proposes a size other than 4he "standard", "4ten
owner/developer must provide potable water demand ca4cu1ations,
which include total fixture counts -and maximum water 'demand in 'gallons
per minute (gpm). A typical fixture count and water demand -worksheet s
attached. Once the Lgprn is -provided, check against the meter sizing
schedule" to verify the aticipated 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 40 provide the anticipated
demand. (manifolds are -considered on case by case basis 40 4imit
multiple trenching into the 'street).
0 D 12b. Irrigation Use (where recycled water is not available)
All irrigation meters must be sized via irrigation calculations <in 'gprn)prior
to approval. The developer must provide these calculations. Please 46ilow
these guidelines:
.1. If the project is a newer development (newer than 199-8), 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 1",
and potable water is typically a circled NW". The irrigation service should
look like:
O STA 1+00 Install 2" -service and
1.5: meter (estimated 100 gpm)
2. 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 (wl a fight of way permit of course), then the
applicant must provide irrigation calculations br estimated worst-case
irrigation demand (largest zone with the farthest reach). Typically, Larry
Black has already reviewed this if landscape plans ha-v.e been prepared,
but the applicant must provide the calculationsto you 'for your Luse. 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 f connection (POC)
Pressure at POC in pounds per square inch (PSI)
Worse case zone tflargest, farthest away 4com valve
Total Sprinkler heads listed (with gpm use 'per'he-ad)
Include a 110% residual-pressure at point of connection
3. In 'general, all major -sloped areas of a subdivision/project 'are 40 be
irrigated via separate irrigation meters (nless'4he pcoect ison1y'SFO with
no 410A). As long as the project s located 'within The City-recycled water
CS2..* SJf a jii PJ.N.4Ec0K.,X1 FOqW..ot ';e r'oo
BUtLOiNG NCCK CHECIUST
1S1 2ND 3R0
service boundacy, the City intends on switching Ahese irc.igatibn
servicesknetersto a newi'ecycfed water-fine in the luture.
0 0 12c. Irrigation ise where recycled water jis available)
'Recycled water meters are sized The same as the irrigation meter-above.
If a project fronts .a street with recycled water, then they 'stotld be
connecting to this line 'to' irrigate slopes within 'the development. cor
subdivisions, this should have been identified, and implemented on the
improvement plans. Installing recycled water meters isa benefit 'forthe
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 br a
refund to the 'San Diego County Water Authority (SDDWA) 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 13. AAditlo al Uftnts:
'CSavi Sj1. ISJILI4C 7
=s
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET•
0 Estimate based on unconfirmed information from applicant.
Calculation based on building plancheck plan submittal.
Bldg. Permit No. Cg'
Prepared by: ecked by: Date:
EDU CALCU IONS List types
Types of Use: an Sq. F /Units
for all uses.
Ff1
Types of Use: Sq. Ft./Units:________________
ADT CALCULATIONS: List types and square YfatabVts for all uses.
Sq. Ft11its j Types of Use:
_______________
Types of Use: Sq. Ft./Units:
FEES REQUIRED:
/NO WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) -
i. PARK-IN-LIEU FEE PARK AREA & #:
FEEIUNlT: X NO. UNITS: =$___________
,.2IRAFFIC IMPACT
ADT's 1 x FEE/y(é4Z 042, =s ____________
'(IoGE AND TJUGHFARE FEE (01ST. #1 01ST. #2 DIST. #3
Abrsp4Nl: f X FEE/ADT:"51 '?.5 =$_ iQi.
~4FACILITIE tl ENT FEE ZONE:________
UNI 1 X FEE/SQ.FT./UNIT:..- =$
o 5. SEW
EDU's: . . X FEE/EDU:______
BENEFIT AREA:
EDU's: X FEE/EDU:______
O 6. SEWER LATERAL ($2,500)
7. DRAINAGE FEES PLDA_______ HIGH /LOW
ACRES: X FEE/AC:_______
8. POTABLE WATER FEES
UNITS CODE CONNECTION FEE
lof2
H:DeveIopment ServicesMASTERSFORMS .MISCELLANEOUS -FEE CALCULATION WORKSHEET.doc Rev. 7/14/00
EDU's:
ADT's:
ADT's:
METER FEE SDCWA FEE IRRIGATION
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
I
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 maybe due.
Dedications and Improvements may also be required with Building Permits.
2 of 2
H:DeveIopment ServicesMASTERSFORMS -MISCELLANEOUS -FEE CALCULATION WORKSHEET.doc . Rev. 7114/00
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER Ctoi IS 2C- DATE _try- 4 07
C~R:E~310E~NTIAL ~ TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL
($1O,OOO.00)
CARLSBAD COMPANY STORES
POOL /SPA
VILLAGE FAIRE
RETAINING WALL COMPLETE OFFICE BUILDING
OTHER
PLANNER MaAaA~ DATE _o--ô
ENGINEER
DATE_____
12
CITY OF CARLSBAD - AFFIDAVIT OF COMPLIANCE
FOR A SECOND DWELLING UNIT
Instructions to Property Owner (Affiant):
Please type or print complete and accurate answers in all blank spaces in Section I. Please read
carefully, particularly Section II. Please read, sign and date Section III indicating that you
understand and agree with the conditions of compliance.
SECTION I - INFORMATION
Property owner(s): g\cLjO jc-Afr1
Name(s)
Property Address: S(0o jL'tCc,O LAi4
Street Address
City State Zip Code
Assessor Parcel No. ZOS I 4
Subdivision: _V¼lcRJ() C8Q; Up IT/. 2. or LOT
Name Lot/Block Parcel No.
Project Number: O 7 - I çz c.
SECTION II- CONDITIONS FOR COMPLIANCE
PLEASE READ CAREFULLY
1. A second dwelling unit is an attached or detached dwelling unit which is located on the same lot as
an existing owner-occupied single-family detached dwelling unit and is:
Suitable for use as a complete living facility with provisions Within the facility for
cooking, eating, sanitation and sleeping;
Occupied by one or more persons; and
C. Subordinate to the main dwelling unit.
2. The Property Owner(s) listed above hereby certifies that he/she owns the above referenced
property, as of the date of this affidavit, and to his/her belief and knowledge, there are no
conditions, covenants or restrictions on the property prohibiting a second dwelling unit apartment.
3. The Property Owner(s) agrees to the following terms and conditions:
FRM0006 6/03 PAGE 1 OF 2
The property and residence referenced above must not contain a second residential
dwelling unit unless it is in compliance with the second dwelling unit provisions of the
Zoning Ordinance of the City of Carlsbad.
The Property Owner(s) shall reside in either the main dwelling unit or second dwelling
unit described above, now, and for the life of this agreement, unless .a lessee leases both
the main dwelling unit and the second dwelling unit.
C. The Second Dwelling Unit may only be rented and shall not be sold separately from the
main dwelling unit, unless the lot on which such units are located is subdivided.
The Prpperty Owner(s) agree to rent the Second Dwelling Unit at a monthly rental rate
which shall not exceed an amount equal to 30% of the gross monthly income of a low-
income household, adjusted for household size, at 80% of the San Diego County median
income.
A copy of this agreement and Affidavit must be given by the Property Owner(s) to
prospective purchasers of the property prior to entering into a sales contract for said
property.
SECTION III - AFFIRMATION AND AGREEMENT
I HEREBY DECLARE AND AFF]RM, under penalty of peijury, that all matters and facts set forth in this
agreement are true and correct to the best of my knowledge, information and belief, and that I (we)
understand, accept and will abide by the regulations, requirements, and standards governing the Second
Dwelling Unit.
BY: - 0-1
Property Owner Date •
BY:
Property Owner Date
Owner's Telephone Number(s): (7 S-11'-&506
Home 'Office
BSo4eb
FRM0006 6/03 PAGE 2 OF 2
P.O.
moo
Box 119
EP1L TI THIJHIJ
March 2, 2007 Lakeside, California
92040
(619) 443-0060
Richard Jackam
1560 Sandalwood Lane
Carlsbad, California 92008
SUBJECT: File No. 1106G5-07
SITE INSPECTION
Proposed Residential Additions
1560 Sandalwood Lane
City of Carlsbad
Dear Mr. Jackam:
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 additions to the existing single-family residential structure.
It is our understanding that a second story over the existing garage and a one-story addition at
the rear of the residence are planned. .
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 approximately three feet in depth and tested for density, shear strength and
expansive characteristics. Existing foundations where exposed were observed to be 12 inches
deep.
SITE CONDITIONS
The subject site is a relatively level residential property located on the northwest corner of
Sandalwood Lane and James Drive. The site is presently occupied by a single-family
residence consisting of one-story single-family residence with a swimming pool in the back
yard. A three-foot high retaining wall is located on the east 5i4e of the property. Man made
fill soils were encountered to approximately 1.5 to 3 feet in depth during the course of this
investigation.
~1- 6, ? Z-15-N 9-- 6
Richard Jackam File No. 1106G5-07 March 2, 2007
SOIL CONDITIONS
The soils encountered in the provided trench location were fill materials consisting of firm,
lightly cemented but porous, light red brown, silty, sands with clay binder to approximately
18 inches in depth underlain by native, firm to medium dense, cemented, dark brown, silty,
sands with clay binder to the bottom of the exploration, approximately three feet in depth.
The fill appears to extend to approximately three feet in depth on the easterly side of the site
where the garage is located. Cracks have occurred in the driveway possibly due to settlement.
The sandy soils encountered in the test explorations were not considered to be detrimentally
expansive with respect to change in volume with change in moisture content and will not
require special foundation design to resist expansive soils.
CONCLUSIONS AND RECOMMENDATIONS
A representative sample of the foundation soil was remolded to 90% of maximum dry
density. Based on the following test results, a safe allowable bearing value of at least
2500 pounds per square foot may be used in designing the proposed room addition.
This value may be increased by one third for wind and/or seismic loading.
Angle of internal friction 36°
Cohesion 244 psf
Unit weight 122.3 pcf
Maximum Dry Density 131.7 pcf
Optimum Moisture Content 9.7%
Expansion Index 15
Unless documentation is provided, the existing fill materials should not be used for
supporting the proposed additions. The proposed addition should be should be
supported on footings extending through the existing fill soils, at least 12 inches into
firm natural ground. We anticipate that the footing depth for the addition at the rear of
the residence will be 30 inches in order to achieve the proper strata. The garage
footings should be deepened or underpinned to support the proposed second story
addition. We anticipate the footing depth will be four feet due to the deeper fill in this
area however, this must be determined at the time of excavation. The footing
excavations should be inspected by a representative of this firm prior to placement of
forms and reinforcing steel to insure that proper depth has been achieved.
Reinforcing in footings should consist of at least one #4 steel bar placed horizontally,
continuously in the top and bottom of continuous footings regardless of structural
requirements. In addition to the top and bottom reinforcements, a #4 steel bar
2
Richard Jackam File No. 1106G5-07 March 2, 2007
should be placed horizontally for each additional foot of depth beyond 12 inches.
Reinforcing for isolated footings is 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. The fill soils should be taken into consideration in the slab design and should be
brought to the attention of the design engineer. At the least, 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.
If any grading is proposed for this project, the following grading specifications should be
utilized.
RECOMMENDED GRADING SPECIFICATIONS
Proposed Residential Additions
1560 Sandalwood Lane
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 apprised 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.
ii
Richard Jackam File No. 1106G5-07 March 2, 2007
SOIL TEST METHODS:
Maximum Density & Opt Moisture
Density of Soil In-Place
Soil Expansion
Shear Strength
Gradation & Grain Size
Capillary Moisture Tension
Organic Content
-- ASTMD1557-70
-- ASTM D1556, D2922 and D3017
-- UBC STANDARD 29-2
-- ASTM D3080-72
-- ASTM D114O-71
-- ASTM D2325-68
-- % 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.
SU.BDRAINS 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 Acrylonitnie 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
4
Richard Jackam File No. 1106G5-07 March 2, 2007
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.
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 conform to the following:
Minimum Compaction 90%
Maximum Expansion Index 30
Minimum Angle of Internal Friction 33 Deg
Cohesion Intercept 100 psf
UNFORESEEN CONDITIONS: Soil Testers assume no responsibility for conditions that
differ from those described in the applicable current 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,
C.
NO. 21,650
EX 9/30(07
5
.4.
City of Carls bad p
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: JACKAM RESIDENCE
Building Permit
Plan Check Number: CB071526
Project Address: 1560 SANDALWOOD LANE
A.P.N.: 205-130-43-00
Project Applicant
(Owner Name): RICHARD JACKAM
Project Description: SECOND DWELLING UNIT
Building Type: V-N
Residential: I New Dwelling.Units
Square Feet of Living Area in New Dwelling
Second Dwelling Unit:
Residential Additions:
Commercial/Industrial:
City Certification of
Applicant Information:
636 Square Feet of Living Area in SDU
Net Square Feet New Area
Feet Floor Area
_4 C Date: (1' -o
Carlsbad Unified School District
6225 El Camino Real
Carlsbad CA 92009 (331-5000)--1
Vista Unified School District
1234 Arcadia Drive
Vista CA 92083 (726-2170)
San Marcos Unified School District
215 Mata Way
San Marcos, CA 92069 (290-2649)
Contact: Nancy Dolce (By Aont. Onl
Encinitas Union School District San Dieguito Union High School District
101 South Rancho Santa Fe Rd 710 Encinitas Blvd.
Encinitas, CA 92024 (944-4300 ext 166) Encinitas, CA 92024 (753-6491)
Certification of Applicant/Owners. The person executing this declaration cOwner) 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 the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner.
Signature: Date:
Revised 3/30/2006
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 Distriôt, certifies that the
developer, builder, or QWfler 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
DATE
PHONE NUMBER
Pri.I1IjJ!!A -- IT-
WA&iFREMN
ASSISMSUPERRMOLN
CA
6225
jk1II
LIIRFAL
Revised 3/30/2006
1JiSBAD UNIFIED SCHOOL DISTRICT JEFFERSON ELEMENTARY AVIARA OAKS ELEMENTARY
CARLSBAD HIGH SCHOOL MAGNOLIA ELEMENTARY AVIARA OAKS MIDDLE SCHOOL Receipt No.
E CARLSBAD VILLAGE ACADEMY CALA VERA HILLS SCHOOL PACIFIC RIM 23012
VALLEY MIDDLE SCHOOL KELLEY SCHOOL EJ CALA VERA HILLS MIDDLE SCHOOL
E BUENA VISTA SCHOOL ED HOPE SCHOOL OTHER
RECEIVED FROM: Aj\
(If Applicable) PARENT OF•_I 5LdO S.-AA2,VO(3 L_&4._.L.
tJ*
PAYMENT FOR: ACCOUNT NUMBER
3.jt5
DATE: _
-Ilalon
_______
AMOUNT
:1 4D
$
$
$
RECEIVED BY: PA______________ CASH _____ CHECK ii TOTAL