HomeMy WebLinkAbout1730 MALLOW CT; ; CB982834; Permit- 0 ents T te:r$341 .00k 0 fi- Total Fees: $755.29/
Description I M -----------------------
* ELECTRICAL TOTAL
* PLUMBING TOTAL
BLDG PLAN CHECK
BUILDING PMTS
STRNG MOTION INCORPORATED
Ng OL
Due: $414.29
Fee
20.00
77.00 / 257.42
396.03
4 .84
City of Carlsbad
01/12/1999 Building Permit Permit No:0B982834
Building Inspection Request Line (760) 438-3101
Job Address: 1730 MALLOW CT CBAD
Permit Type: RAD Sub Type:
Parcel No: 2155163000 Lot #: Status: ISSUED
Valuation: $48,412.00 Construction Type: NEW Applied: 08/27/1998
Occupancy Group: Reference #: Entered By: BT
Appr/Issued: 12/11/1998
Project Title: ADD 494 SF FAMILY,BATH Inspect Area:
Applicant:
IDEAL REMODELERS
2958 MADISON ST #111
CARLSBAD CA 92008 92008
438-0470
Owner: 5232 01/12/99 0001 01
ELSON RONALD W&CYNTHIA R C—PfMT
02
414-219
FINAL APPROVAL
Inspector: ~~VAW Date: _____________ Clearance:
NOTICE: Please take NOTICE thaYapproval 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. It 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 tees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service tees in connection with this project NOR DOES IT APPLY to any
tees/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.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
FOR OFFICE USE ONLY
PERMIT APPLICATION PLAN CHECK NO..
CITY OF CARLSBAD BUILDING DEPARTMENT
EST. VAL. 2 7 1Lé
2075 Las Palmas Dr., Carlsbad CA 92009 .
Plan Ck. Deposit i/ f
(760) 438-1161 'Wp!' - Validated By
Date __to ____
Cl— J9CT.,INFQR
Address (include Bldg/Suite #) Business Name (at this address)
Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units
Assessor's Parcel # ,t" Existing Use Proposed Use le Inv - 3
Description of Work SQ. FT. I/of Stories edI1n1/Yt QOQ1#11Bathdms
C-PRMT 341.00
[27JCONTACT
Name F - Address City - State/Zip Telephone #
OPERT WNER
/710 ~4ui, C- t;192'1r
Name Address - City State/Zip Telephone #
L5cPNIRcTPRQMNY,
(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
exemption. Any violation of Section 7031.5 by any applicant for a permit sybiects the applica9t to a civil penalty of not more than five hundred dollars l$50011.
Name 1. ' Address City State/Zip elephone #
State License # 4I ZJót License Class City Business License # LP(_(Lø0
Designer Name Address - City State/Zip Telephone
State License # 7,16
ERJcLcQInoN
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
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 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
iss d. My worker's compensation insurance carrier and policy number are:
Insurance Company 47-X _Z.4- Policy No./o3':r71t__t Expiration Date__________________
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ISlOOl OR LESS) - - -
C] CERTIFICATE 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' Compensation Laws of California.
WARNING: Failure to a re workers' compe at' n coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($1 .000 in addition to c of co ensation, damages as provided for in Section 3706 of the Labor de, interest and attorney's fees.
SIGNATURE 7_4,• 11' DATE
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
El 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
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 purpose of sale).
C1 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 to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
o 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. 0 YES DNO
I (have / 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):
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone
number/ contractors license number):
I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work):
PROPERTY OWNER SIGNATURE ..' - DATE
[COMPLETE THIScTIö1ö NONRESIDENTIAL BUILDING PERMITS ONLY _1
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.
I hereby affirm that there is a consfuction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME Al Li 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 uW
da
provisions of this Code shall expire by limitation and become null and void if the building or
work authorized by such permit is not c ced within 36 ro the date of such permit or if the building or work authorizq4 by such permit is suspended
or abandoned at any time after the rk is co menced for a f 0 days (S tion 106.4.4 Uniform Building Code). I
APPLICANT'S SIGNATURE ' - DATE
WHITE: File YELLOW: Applicant PINK: Finance
W-W,~774 City of Carlsbad Inspection Request
LLOU-7--~ For: 10/1/99
Permit# CB982834 Inspector Assignment: DH
Title: ADD 494 SF FAMILY,BATH
Description:
Type: RAD Sub Type:
Phone: 7604380470
Job Address: 1730 MALLOW CT
Suite: Lot
Location: Inspector:lb—Im
APPLICANT IDEAL REMODELERS
Owner: ELSON RONALD W&CYNTHIA R Lk
Remarks:
Total Time: Requested By: BRENDA
Entered By: CHRISTINE
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Act Comments
if
Inspection History
Date Description Act Insp Comments
9/15/99 89 Final Combo CO DM SEE NOTICE ATTACHED
9/13/99 89 Final Combo CO DM
6/25/99 14 Frame/Steel/Bolting/Welding AP DH WINDOW IN MASTER BEDROOM
6/25/99 17 Interior Lath/Drywall AP DH
6/25/99 18 Exterior Lath/Drywall AP DH
6/23/99 14 Frame/Steel/Bolting/Welding NR DH
6/22/99 14 Frame/Steel/Bolting/Welding AP DH EXCEPT WINDOW IN MASTER BEDROOM
6/15/99 13 Shear Panels/HD's CO DH SEE NOTICE ATTACHED
6/11/99 14 Frame/Steel/Bolting/Welding CO DH
5/25/99 13 Shear Panels/HD's AP DH
5/25/99 14 Frame/Steel/Bolting/Welding NR DH NOTICE
5/21/99 13 Shear Panels/HD's CO DH SEE NOTICE ATTACHED
5/21/99 14 Frame/Steel/Bolting/Welding CO DH
4/14/99 15Roof/Reroof AP DH
1/22/99 11 Ftg/Foundation/Piers AP DH
1/19/99 11 Ftg/Foundation/Piers CO DH #3 REBAR 18 INCHES O.C.
1/13/99 21 Underground/Under Floor AP DH
THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGU-
LATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT:
1730 MALLOW COURT CLSBAVCA
Street .• Lot Number Tract
EXTERIOR WALLS:
Manufacturer .- ....... ..........Thickness/Type .........................................R Value...................
CEILINGS:
....................... Botts: Manufacturer .jcJ4$/C0RNN ........Thickness .... .......................... R Value .................
Blown: Manufacturer ...................................... Thickness ..........................No. Bags ................Wt.JBag ................
Sq. Ft. Covered ....................................R Value........................
FLOORS:
Manufacturer ..........................................................ThicknessJlype ............................................R Value.......................
GENERAL CONTRACTOR .................................................................................................LICENSE NUMBER ............................
BY..................................................................................TITLE ................................Date ........................................................
SPRING VALLEY INSULATION CONTRACTORS
License No: 202032
By ...., President
Date ......................'.4 ...97'................
\
Tel: 800.736.8791 ç Tel: 760.720.7125
Fax: 760.720.2875
2558 Roosevelt Street #306
Building Consultaits Carlsbad, CA 92008
June 11, 1999
Ideal Construction
Carlsbad, Ca.
Re: Special Inspection
1730 Mallow
Carlsbad, Ca.
Dear Brenda,
I observed the installation of four (4) 5/8" threaded rods 12" into theslab at 8:30
a.m. on June 11, 1999. The installation was done in accordance with the
installation instructions on the tube of Simpson epoxy I.C.B.O. #ER5279. There
was no plan detail on site at the time of the inspection.
Should you have questions regarding this matter please contact meat
760.720.7125.
Sincerely,
Bill Van Tassel, CBO #2832
I.
Si905051
- EsGil Corporation
In Partnership with government for Building Safety
DATE: 12/11/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-2834 SET: III
PROJECT ADDRESS: 1730 Mallow Ct.
PROJECT NAME: Elson 1st and 2nd Story Room Addition
El AP LICANT
/ JURI
0 PLAN REVIEWER
0 FILE
a The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
El 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:
U Esgil Corporation staff did not advise the applicant that the plan check has been completed.
El Esgil Corporation staff did advise the applicant that the plan check has been' completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
LI REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
[:1 GA EMB DEJ flpc ire trnsmtl.dot
9320 Chesapeake Drive, Suite 208 6 San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
- EsGil Corporation
In Partners/lip with Government for Bui(4uing Safety
DATE: 11/30198
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-2834 SET: II
PROJECT ADDRESS: 1730 Mallow Ct.
PROJECT NAME: Elson 1st and 2nd Story Room Addition
O APPLICANT
JURIS.
0 AN REVIEWER
U FILE
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.
U The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
El 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:
Ideal Family of Remodelers
2958 Madison St. #101 Carlsbad, Ca. 92008
U Esgil Corporation staff did not advise the applicant, except by mail, 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 contacted: (by: ) Fax #:
Mail Telephone Fax In Person
III REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
0 GA MB D EJ fl PC 11/17/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
Carlsbad 98-2834
11/30/98
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 1730 Mallow Ct.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 11/17/98
REVIEWED BY: Mike Puckett
PLAN CHECK NO.: 98-2834
DATE REVIEW COMPLETED:
11/30/98
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 disabled access. This plan review is
based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
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,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
Please make all corrections on the original tracings and submit two new sets of prints to:
ESGIL CORPORATION.
To facilitate rechecking, please identify, next to each item, the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
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 on the plans. Have changes been made not resulting from this list?
El Yes 0 N
The following corrections are items not completely addressed from the previous plan
review or are in response to new information provided.
1. Item #1 All sheets of plans must be signed by the person responsible for their preparation.
(California Business and Professions Code). Please have the person responsible for the
preparation of the plans sign each sheet of the plans and have the Engineer stamp
seal and sign with expiration date the structural sheets of the plans.
Carlsbad 98-2834
11/30/98
2. Item # 3 Per the City of Carlsbad request please provide a soils report for the two story
addition. Please show on the plans all the findings and design criteria from the soils
report. Please make the footing dimensions consistent in the foundation plan and
details. Please show the slab to be 4" thick as per the soils report.
3. Item #5 Please dimension the length of the opening between the family room and existing
bedroom; No response.
4. Item # 6 Show the existing ceiling joist and rafter or rafter joist layout above the kitchen and
dining room. No response.
5. Please show the following as were developed in the Engineer's calculations:
Show the footings for F132 on the plans.
Show F133 on the plans and note on the plans that the Building Inspector is to
verify the size and location of the beam as per the Engineer's calculations.
Please show the size of the roof rafters on the roof framing plan as per the
Engineer's calculations.
Show all the shear walls and shear wall designations on the foundation and roof
framing plans. Show the location of all hold down devices. Note on the plans
that the hold downs will be tied in place prior to requesting a foundation
inspection.
e) Show on the plans the shear wall as in the calculations on the west exterior wall,
9'-0" of sw3
6. Have the Engineer complete the accompanying Special Inspection Program document for
the epoxy anchors and stamp seal and sign in the appropriate place.
7. Item # 10 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.
Note on the Framing Section that the underlayment for the composition shingles
shall be two layers of 15# felt applied shingle fashion per UBC Table 15 B-I.
Please note on the plans the two layers of underlayment as above.
8. Item #12 Show attic ventilation. Minimum vent area is 1/150 of attic area (or 1/300 of attic
area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents).
Show area required and area provided. Section 1505.3. Show the area of required
attic ventilation on the plans.
Carlsbad 98-2834
11/30/98
9. Item #13 Show the size and length of the beam to be installed between the existing
bedroom and new family room. Show the size of the supporting posts and foundation.
Please show the length of the beam on the plans.
10.Item # 15 Show the size and location on the plans of the existing foundation to support the
new floor over the existing 1st floor bedroom serving the closet and dressing area above.
Please show the size of the existing foundation on the plans.
Item #14 Detail all post-to-beam and post-to-footing connections and reference the detail to
the plan. Section 2324. No response.
Item #18 Show location of attic access with a minimum size of 22"x30", unless the
maximum vertical headroom height in the attic is less than 30". Access must be provided to
each separated attic area, shall be located in a hallway or other readily accessible location
and 30" headroom clearance is required above the opening. Section 1505.1. No
Response.
Item #19 Please detail the ledger connection at the ceiling joist to balloon framed wall at
cross section. Show size, type and spacing of fasteners at ledger and type of support for
the joists. Please show the size, type and spacing of the fasteners at the ledger.
Item #20 Please provide a detail to show the flashing and counterfiashing of the roof and
intersecting wall per UBC Section 1509 or the listing requirements of the roof covering
manufacturer's installation instructions. Please detail the flashing and counterflashing.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the
plan review for your project. If you have any questions regarding these plan review items,
please contact Mike Puckett at Esgil Corporation. Thank you.
EsGil Corporation
1n Partnership with Government for Building Safety
DATE: 9/11/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 98-2834
PROJECT ADDRESS: 1730 Mallow Ct.
SET:I
1 APPL!CANi
ci PLAN REVIEWER
O FILE
PROJECT NAME: Elson 1st and 2nd Story Room Addition
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.
Fj 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:
Ideal Family of Remodelers
2958 Madison St. #101 Carlsbad, Ca. 92008
• Esgil Corporation staff did not advise the applicant, except by mail, 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 contacted: (by ) Fax #:
Mail /Telephone Fax In Person
J REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
0 GA IJ CM 0 EJ J Pc 8/31/98 trnsmtLdot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576
Carlsbad 98-2834
9/11/98
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 98-2834 JURISDICTION: Carlsbad
PROJECT ADDRESS: 1730 Mallow Ct.
FLOOR AREA: 787sf Rm Add STORIES: 2
HEIGHT:
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 8/27/98
DATE INITIAL PLAN REVIEW
COMPLETED: 9/11/98
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 8/31/98
PLAN REVIEWER: Mike Puckett
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 Title 24 and the
following'model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994
UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95).
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,
1994 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,
Be sure to enclose, the marked up' list when you submit the revised plans.
LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot
Carlsbad 98-2834
9/11/98
1. 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, 2075 Las Palmas Drive, Carlsbad, CA 92009,
(760) 438-1161.. The City will route the plans to EsGil Corporation and the
Carlsbad Planning, Engineering and Fire Departments.
Bring one corrected set of plans and ôalculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 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. All sheets of plans must be signed by the person responsible for their preparation.
(California Business and Professions Code).
3. Per the City of Carlsbad request please provide a soils report for the two story
addition. Please show on the plans all the findings and design criteria from the soils
report.
4. Please provide an existing 2nd floor plan.
5. Please dimension the length of the opening between the family room and existing
bedroom.
6. Show the existing ceiling joist and rafter or rafter joist layout above the kitchen and
dining room.
7. Show the size of the headers at the elevated openings between the kitchen and the
new family room.
8. Show size of the header at upstairs opening between the new master bedroom and
dressing area.
9. Please show a concrete/permanent landing outside the sliding glass door as wide
as the door and a minimum of 36" in the direction of travel.
10. 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.
Carlsbad 98-2834
9/11/98
Note on the Framing Section that the underlayment for the composition shingles
shall be two layers of 15# felt applied shingle fashion per UBC Table 15 B-I.
Show attic ventilation. Minimum vent area is 1/150 of attic area (or 1/300 of attic
area if at least 50% of the required vent is at least 3 feet above eave vents or
cornice vents). Show area required and area provided. Section 1505.3.
Show the size and length of the beam to be installed between the existing bedroom
and new family room. Show the size of the supporting posts and foundation.
Detail all post-to-beam and post-to-footing connections and reference the detail to
the plan. Section 2324.
Show the size and location on the plans of the existing foundation to support the
new floor over the existing 1st floor bedroom serving the closet and dressing area
above.
Show the size, spacing and direction of the proposed ceiling joists on the framing
plan.
In 2-story buildings, shear panels at the first story (at least 48 inches in width)
shall be located at each end or as near thereto as possible and comprise at least 25
percent of the linear length of the wall, or provide design. Section 2326.11.3 and
Table 23-1-W. Provide calculations from a licensed Engineer or Architect if the
proposed design shown cannot be modified to comply with conventional
construction UBC requirements. Have the Engineer or Architect stamp seal and
sign with expiration date of the license the calculations and the structural sheets of
the plans.
Show location of attic access with a minimum size of 22"x30", unless the maximum
vertical headroom height in the attic is less than 30". Access must be provided to
each separated attic area, shall be located in a hallway or other readily accessible
location and 30" headroom clearance is required above the opening. Section
1505.1.
Please detail the ledger connection at the ceiling joist to balloon framed wall at
cross section. Show size, type and spacing of fasteners at ledger and type of
support for the joists.
Please provide a detail to show the flashing and counterilashing of the roof and
intersecting wall per UBC Section 1509 or the listing requirements of the roof
covering manufacturer's installation instructions.
Please show how the new addition is to be heated i.e. extend a duct, etc.
Please show all the required general receptacle locations on the plans as pr NEC
Art. 210-52. The dressing area is a required area for receptacles.
Carlsbad 98-2834
9/1.1/98
Show shower stall can accommodate a 30 circle and has a minimum floor area of
1,024 sq. in. UPC Section 410.4.
Provide a note on the plans: In showers and tub-shower combinations, control
valves must be pressure balanced or thermostatic mixing valves. UPC Section
410.7.
Provide fluorescent general lighting (40 lumens per watt minimum) in the new
bathroom.
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 L3 No U
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468,
to perform the plan review for your project. If you have any questions regarding
these plan review items, please contact Mike Puckett at Esgil Corporation.
Thank you.
Carlsbad 98-2834
9/11/98
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2834
PREPARED BY: Mike Puckett DATE: 9/11/98
BUILDING ADDRESS: 1730 Mallow Ct.
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
($)
Room Addition 787 98.00 77,126.00
Air Conditioning
Fire Sprinklers
TOTAL VALUE 77,126.00
D 1994 UBC Building Permit Fee • Bldg. Permit Fee by ordinance: $ 524.83
L1 1994 UBC Plan Check Fee $ Plan Check Fee by ordinance: $ 341.14
Type of Review: J Complete Review LI Structural Only LI Hourly
LI Repetitive Fee Applicable LI Other:
Esgil Plan Review Fee $ 272.91
Comments:
Sheet I of I
macvalue.doC 5196
Carlsbad 98-2834
11/30/98
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION:
1130 (sI/f LLO\'/ CT CA(U$ &D1 c4
PLAN CHECK NUMBER: 1 34 t 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) asrequired by3Jniform Building Code (UBC) Section 1701.1 for the construction
project lo2øi at the si%st,1 above. UBC Section 106.3.5.
Si942VQy ,/&w
I, as the engineer/architect of record, certify that I have prepared the following special inspection
program as requireLb7UBC Section 106.3.5 for the construction projec, teijtçthe site listed
above. / /
Sign
& Signature
U. I
IJ 'NO. 1155 JH :z\ Exp.
1. List of work requiring special inspection:
.1,.- ...
Soils Compliance Prior to Foundation Inspection D Field Welding
D Structural Concrete Over 2500 PSI 0 High Strength Bolting
0 Prestressed Concrete 1' Expansion/Epoxy Anchors
0 Structural Masonry 0 Sprayed-On Fireproofing
Designer Specified 0 Other
2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above:
NT,ArLLI tS
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 prior to beginning work on the job
site.
4
Carlsbad
BUILDING PLANCHECK CHECKLIST
DATE: PLANCHECK NO.:
BUILDING ADDRESS:
PROJECT DESCRIPTION: SF - 44i i-cu
ASSESSOR'S PARCEL NUMBER: - - EST. VALUE:
- -
ENGINEERING DEPARTMENT
APPROVAL DENIAL
The item you have submitted for review has been Please see the attached report of deficiencies
approved. The approval is based on plans, marked with 0. Make necessary corrections to plans
information and/or specifications provided in your or specifications for compliance with applicable
submittal; therefore any changes to these items after codes and standards. Submit corrected plans and/or
this date, including field modifications, must be specifications to this office for review. 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.
By: Date:
LA Right-of-Way permit is required prior to
construction of the following improvements: By: Date:
By: Date:
ri
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:
A-414-f By: ___________________ Date: CY
LI 16edication Application
LI Dedication Checklist
LI Improvement Application
LI Improvement Checklist
LI Future Improvement Agreement
LI Grading Permit Application
LI Grading Submittal Checklist
LI Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
LI Sewer Fee Information Sheet
ENGINEERING DEPT. CONTACT PERSON
Name: JOANNE JUCHNIEWICZ
City of Carlsbad
Address: 2075 Las Palmas Dr., Carlsbad, CA 92009
Phone: (619)438-1161, ext. 4510
CFD INFORMATION
Parcel Map No:
Lots:
Recordation:
Carlsbad Tract:
A-4
CA 92009-576• (760) 438-1161 • FAX (760) 481269
SITE PLAN
BUILDING PLANCHECK CHECKLIST
cr7
3e
(v'---€-L
DC.4JG l;'—'(4)
1. Provide a fully dimensioned site plan drawn to scale. Show:
c?jIorth Arrow Wperty Lines
Existing & Proposed Structures Easements
1Z Existing Street Improvements 'F Right-of-Way Width & Adjacent Streets
'. Driveway widths
A/u
DI 3RD/
I /m
C Cl
cl 2. Show on site plan:
X"ainage 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."
Existing & Proposed Slopes and Topography
LI 3. Include on title sheet:
0k''te 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.
EXISTING PERMIT NUMBER DESCRIPTION
DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does not comply with the following Engineering Conditions of approval for
ProjectNo.________________________________________________________
Q C3 11 4b. All conditions are in compliance. Date:
H:\WORDDOCS\CHKLSTBuilding Piantheck Cklst BP0001 Fom, JJ.doc 2 Rev. 12/20/96
BUILDING PLANCHECK CHECKLIST
DEDICATION REQUIREMENTS \ST J 2NDJ 3R01
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 $, 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 1/2" 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
LI LI 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 $ , 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
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:
LI LI LI 6b. 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 $______ so
we may prepare the necessary Future Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Future public improvements required as follows:
H1WORD\DOCS\CHKLSTBwIding Plancheck Cklst BP000I Form JJ.doc 3 Rev. 1226/98
BUILDING PLANCHECK CHECKLIST
1 stj 2ndl 3rd"
U U U 6c. Enclosed please find your Future Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Future Improvement Agreement completed by:
Date:
U U U 6d. 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.
U U U 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
U U U 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:
U U U 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
U Zrading Permit required.
U U U 7e.If grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
U U 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, tieing
into public storm drain, sewer and water utilities.
Right-of-Way permit required for:
BUILDING PLANCHECK CHECKLIST
K:\WORD\DOCS\CHKLS1\Buding Plancheck Cklst 8P000I Form JJdoc 4 Rev. 12/26/96
q
(2t,d/3rdl
9.ASEW
fee is
10.sewers
located
provide
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Date:
11.NPDES
Complic
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the Cit
o 7 12.
No
13.
H:\WORDDOCS\CHKLST\8uiIthng PlanchecR Cklst BP000I Form JJ.dac
Ej Ell
Additional
ER PERMIT is required concurrent with the building permit issuance. The
noted in the fees section on the following page.
INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
service area, you need to contact the Carlsbad Municipal Water District,
at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
forms and assistance, and will check to see if your business enterprise is
EWA Exempt List. You may telephone (760) 438-2722, extension 153, for
ice.
al Waste permit accepted by:
PERMIT
s with the City's requirements of the National Pollutant Discharge
Lion System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
e to sensitive areas. Plans for such improvements shall be approved by
( Engineer prior to issuance of grading or building permit, whichever
t.
:Zired fees are attached
fees required
na1 Comments:
5 Rev. 12126196
4
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
~yr?yo, Ji4'.
/
j
Plan Check No. CB Address /3O
Planner Greg Fisher Phone (619") 438-1161, extension 4328
APN:
Type of Project and Use: £7fl-_ '70/f//f'"
Zone: Facilities Management Zone: t2 CFD (in/out) #
Circle One (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building
Department.)
Legend
1171 Item Complete
Item Incomplete - Needs your action
Environmental Re ie _Reiiir YES NO TYPE
DATE OEEETION:
;.pliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Discretionary Action Re!j.Led..YES
APPROVAL/RESONO. DATE
PROJECT N9.'
OTHE5R(LATED CASES:
Cpi1iance with conditions or approval? If not, state conditions which require action.
conditions of Approval
Coastal Zone Assessment/Compliance
( Project site located in Coastal Zone? YES ""(- NO____
CA Coastal Commission Authority? YES NOft9 If California Coastal Commission Authority: Contact them at
- 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036
... A
Determine status (Coastal Permit Required or Exempt): •1 Coastal Permit Determination Form already completed?
YESr NO____ If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
:Fllow-Up Actions: ' .,
• .
Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans)..
CompleteCoastal Permit Determination Log as needed.
NO TYPE
Shown MU
Shown
5. Parking: Spaces Required
Guest Spaces Required
OK TO ISSUE
Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Date Entry Completed? YES NO
Site Plan:
Provide a fully dimensional site plan drawn to scale. Show: North arrow,
'fJ property lines, easements, existing and proposed structures, streets, existing
street improvements, right-of-way width, dimensional setbacks and existing
topographical lines.
2. Provide legal description of property and assessor's parcel number.
Zoning:
Setbacks:
Front: Required Shown Int. Side: Required . & Shown Street Side: Required — Shown —
Rear: Required (2- Shown /?-'
Accessory Structure Setbacks:
Front: Required Shown
Int. Side: Re ui Shown
equired Shown Street Side:
Required Shown
Lot Coverage: Required Shown
F -1 E fl 4. Height: Required Shown 130
I
SGC Southland Geotechnical Consultants
LIMITED SOILS EVALUATION
PROPOSED ADDITION TO
EXISTING SINGLE-FAMILY RESIDENCE
1730 MALLOW COURT
CARLSBAD, CALIFORNIA
Project No. 127E61
October 22, 1998
2:-
Prepared for:
IDEAL CONSTRUCTION
2958 Madison Street, Suite 101
Carlsbad, California 92008
1238 GREENFIELD DRIVE, SUITE A EL CA JON, CALIFORNIA 92021.
(619)442-8022 . FAX (619)442-7859 0.
SGC Southland Geotechnical Consultants
October 22, 1998 Project No. 127E61
To: Ideal Construction
2958 Madison Street, Suite 101
Carlsbad, California 92008
Subject: Limited Soils Evaluation, Proposed Addition to Existing Single-Family
Residence, 1 730 Mallow Court, Carlsbad, California
In accordance with your request, Southland Geotechnical Consultants has performed
a limited soils evaluation for a proposed addition to an existing single-family residence
located at 1 730 Mallow Court in Carlsbad, California. This report presents a summary
of our limited soils evaluation and provides our recommendations, from a geotechnical
standpoint, relative to the proposed construction.
I The purpose of our limited soils evaluation was to evaluate the soil conditions at the
site and provide recommendations relative to the proposed construction. The scope
of our services included the following:
- Review of geotechnical maps and literature pertaining to the site and vicinity.
I
A list of the references reviewed is presented in Appendix A.
- Field reconnaissance of the existing site conditions.
I - Investigation of the near-surface soil conditions by drilling, logging and sampling
two exploratory borings in the area of the proposed addition.
I - Geotechnical analysis of the data obtained.
I - Preparation of this report summarizing the results of our evaluation and
presenting recommendations, from a geotechnical standpoint, for the proposed
construction.
I
I . 1238 GREENFIELD DRIVE, SUITE A EL CA JON, CALIFORNIA 92021.
(619)442-8022 • FAX (619)442-7859
Project No. 127E61
I The subject property is a roughly triangular, developed single-family residential lot
located on the north side of the Mallow Court cul-de-sac in Carlsbad (see Figure 1).
The southern majority of the lot is generally a relatively level, graded pad that was
I apparently created by typical cut/fill grading prior to construction of the existing
residence. A slope ascends from the northern portion of the building pad.
A single-family residence with attached garage is located in the southern portion of the
lot. The existing residence is a conventional wood-framed, stucco exterior structure
with concrete perimeter foundations and slab-on-grade floors. The lot is landscaped
with a grass lawn along with a variety of ornamental trees and shrubs.
I Project plans were not available for our review. However, our review of a site plan
provided by Ideal Construction indicates that the proposed construction will include
I
construction of a two-story addition at the rear of the existing residence. The addition
will be constructed with a continuous perimeter foundation and have a concrete slab-
on-grade floor. We assume that structural loads will be typical for this type of
relatively light construction.
I Soil Conditions
On October 9, 1998, a geologist from our firm drilled two exploratory borings with
I a hand auger at the site. The borings were advanced to a maximum depth of
approximately 43 inches below the existing ground surface. The soil conditions
encountered in the borings were logged and representative samples of the near-surface
I soils were obtained. The approximate locations of the borings are shown on Figure 2
and logs of the borings are presented on Figure 3.
I The soils encountered in the borings generally consisted of yellow to gray, dry to
moist, clayey to silty fine to medium sand. A landscape topsoil layer was encountered
I from a depth of 0 to approximately 6 inches below the existing ground surface. The
topsoil consisted of light brown to gray, silty fine to medium sand with roots.
I The topsoil is considered potentially compressible in its present state and should not
be relied upon for support of structural loads. The medium dense to dense soils
Project No. 127E61
underlying the topsoil should provide suitable bearing characteristics for the proposed
structure. The soils encountered are similar to soils in the general site vicinity found
to have a low to medium expansion potential when tested in general accordance with
UBC Standard 29-2.
A near-surface groundwater table was not observed during our site visit. Although
groundwater is not expected to be a significant constraint to site development, our
experience indicates that near-surface groundwater conditions can develop in areas
where no such ground water conditions existed prior to site development, especially
in areas where a substantial increase in surface water infiltration results from
landscape irrigation or unusually heavy precipitation.
Based on the results of our limited soils evaluation, it is our opinion that construction
of the proposed residential aJdition is feasible from a geotechnical standpoint. The
following sections present recommendations which should be considered for design
and construction of the proposed addition.
Significant site grading is not anticipated for the proposed addition. If significant
grading is anticipated in the future we should be contacted to provide appropriate
recommendations. Preparation of new building areas at the site should be performed
in accordance with the following recommendations.
Removal of Compressible Soil - The compressible grass and topsoil layer should
be removed in areas to receive structures or surface improvements. Any loose
soils encountered should be scarified to a minimum depth of 8 inches, brought
to near-optimum moisture conditions, and recompacted to at least 90 percent
relative compaction, based on laboratory standard ASTM Dl 557.
3
Project No. 127E61
I Foundation elements for the proposed addition should be designed in accordance with
structural considerations and the following recommendations. We assume that the
new footings for the addition will be excavated into medium dense to dense soils that
I have a low to medium expansion potential.
I
The proposed addition may be supported on continuous footings bearing in medium
dense to dense soils at a minimum depth of 18 inches beneath the lowest adjacent
grade. At this depth, footings may be designed for an allowable soil-bearing value of
I i ,500 pounds per square foot. This value may be increased by one-third for loads of
short duration, such as wind or seismic forces. Footings should have a minimum
width of 12 inches and reinforcement consisting of two No. 4 rebars (one near the top
I and one near bottom of each footing). Spread footings should be designed in
accordance with structural considerations and have a minimum width of 24 inches.
Concrete slabs-on-grade should be designed in accordance with structural
considerations and the following recommendations. These recommendations assume
that the slabs will be underlain by soils that have a low to medium expansion potential.
Concrete floor slabs for the proposed addition should be doweled to the, existing
foundation or floor slab in accordance with the recommendations of the structural
engineer. Slabs should have a minimum thickness of 4 inches and reinforcement
consisting of No. 3 rebars at 18 inches on center each way, or No. 4 rebars at
24 inches on center each way. Reinforcement should be maintained at midheight in
the slab. Care should be taken by the contractor to insure that the rebar is placed at
slab midheight. Slabs should be designed with crack control joints at appropriate
spacings for the anticipated loading. /
Slabs should be underlain by a 2-inch layer of sand which is underlain by a 6-mu
moisture barrier. The use of low slump concrete is recommended. The potential for
nuisance cracking may be reducedby the use of additives in the concrete and by
careful control of water/cement ratios. We recommend that the upper approximately
one foot of soil beneath floor slabs be presoaked to near-optimum moisture conditions
prior to placing concrete. Appropriate curing precautions should be taken during
placement of concrete during hot weather. We recommend that a slip-sheet (or
equivalent) be utilized if grouted tile or other crack-sensitive flooring is planned directly
on the concrete slabs.
ru
GC
Project No. 127E61
I We recommend that measures be taken to maintain proper site drainage. Runoff from
the building area should be directed away from foundations toward the Street or
I
collected and tightilned to appropriate discharge points. Landscape requiring a heavy
irrigation schedule should not be planted adjacent to foundations. The use of eave
gutters with downspouts that discharge to the street or other appropriate discharge
I point should be considered to control roof runoff. Water, either natural or from
irrigation, should not be permitted to pond or saturate the surface soils.
I The recommendations provided in this report are based on our understanding of the
of the proposed construction and interpolated soil conditions exposed during our site
investigation. Project drawings should be reviewed by Southland Geotechnical
I Consultants prior to construction to check that the recommendations contained in this
report are incorporated in the project plans.
I
If you have any questions regarding our report, please call. We appreciate this
opportunity to be of service.
I
Sincerely,
SOUTHLAND GEOTECHNICAL CONSULTANTS
I Gene Custenborder, CEG 1319 Charl R. Corbin, RCE 36302
Principal Engineering Geologist Project Engineer
I
Attachments: Figure 1 - Site Location Map
I Figure 2 - Boring Location Map
Figure 3 - Logs of Exploratory Borings
I
Appendix A - References
Distribution: (3) Addressee
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SITE LOCATION MAP
Project No. 127E61
Elson Residence, Proposed Addition
Scale (approximate): 1 inch = 2,000 feet
Base map adapted from Tan, S.S., 1987, Landslide
hazards in the Encinitas quadrangle, San Diego County,
California: California Division of Mines and Geology,
Open-file Report 86-8LA
FIGURE 1
SGC
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7.
BORING LOCATION MAP
Project No. 127E61
Elson Residence, Proposed Addition
Scale (approximate): 1 inch = 20 feet
Base map adapted from an undated Site Plan
provided by Ideal Construction. Not to be
used for construction.
LEGEND
Approximate location
B-i of exploratory boring
FIGURE 2
SGC
B-i
B-2
Project No. 127E61
LOGS OF EXPLORATORY BORINGS
0-6" Topsoil - Light brown to gray, dry, silty fine to medium sand
(SM); with roots
6"-18" Yellow, dry, medium dense, silty fine sand (SM)
18"-27" Yellow, damp, medium dense, silty fine to medium sand (SM)
27"-43" Dark yellow, moist, medium dense to dense, clayey to silty fine
to medium sand (SC-SM)
Total depth = 43 inches
No groundwater encountered
Excavated 10-9-98
Bag sample at 18 to 43"
0-6" Topsoil .- Light brown to gray, dry, silty fine to medium sand
(SM); with roots
6"-18" Light yellow, dry, medium dense, silty fine to medium sand
(SM)
18"-36" Yellow, damp, medium dense, clayey to silty, fine to coarse
sand (SC-SM); increase in moisture with depth
36"-42" Multi-colored yellow and gray, moist, dense, clayey to silty
fine to medium sand (SC-SM)
Total depth = 42 inches
No groundwater encountered
Excavated 10-9-98
Bag sample at 18" to 42"
FIGURE 3
APPENDIX A
K"
Project No. 127E61
APPENDIX A
Eisenberg, L., 1985, Pleistocene and Eocene geology of the Encinitas and
Rancho Santa Fe quadrangles, in Abbott, P.L., ed.., On the manner of deposition
of the Eocene strata in northern San Diego County: San Diego Association of
Geologists fieldtrip guidebook.
Southland Geotechnical Consultants, in-house geotechnical information.
Tan, S.S., 1987, Landslide hazards in the Encinitas quadrangle, San Diego
County, California: California Division of Mines and Geology, Open-file Report
86-8 LA.
Tan, S.S., and Giffen, D.G., 1995, Landslide hazards in the northern part of the
San Diego metropolitan area, San Diego County, California: California Division
of Mines and Geology, Open-file Report 95-04.
SGC