HomeMy WebLinkAbout1701 TAMARACK AVE; ; CB971749; PermitB U I L D I N G P E R M I T Permit No: C8971749
03/05/98 12:32 Project No: A9702225
Page 1 of I Development No:
Job Address: 1701 TAMARACK AV Suite:
Permit Type: RESIDENTAL ADD/ALT 4701 03/05/98 0001 01 02
Parcel No: 207-260---67--00 Lot#: CPRMT 72600
Valuation: 90,308 Construction Type: VN
Occupancy Group: Reference#: Status: ISSUED
Description: 920 SF RAD & 100 SF TOGAR+100 Applied: 06/25/97
SF DECK Apr/Issue: 03/05/98
Entered By: RMA
Appl/Ownr : BROOKS WORTHING 760 729-3965
690 CARLSBAD VILLAGE DR
CARLSBAD CA 92008
Fees Required ---* Fee Collected & Credits -
Fees: 1 ,115. ''0 \ / Adjustments: /.o /ThTotI/)redr.ts: .00 1 __'-,I I ' Total Fees: 1,415.0.0 Tota'.l(P'avnent's: 389.00 \1(\_' \ / BaThthe Due :, 726.00
Fee description / c± 7 Ext fee Data
Building Permit
CheckPlan / \599.00
389.00
Strong Motion Fee f N 9.00
* BUILDING TOTAL .fl 997.00
Enter Y for PI u mng I 'e Fee. . 20.00 Y
Each Plumbing Fix re or 7.0 35.00
Each Insta1i/RePai\r Water \Ii.n
Each Water Heater knd/or Vent '> 7.06 7.00
Gas Piping System \ > ' 1" 7.i0 7.00
Enter Y' for Electr\ic Iiie Fee lNJRPORATED ../' C7-.. / 10.00 1
Enter "1" for Remodel\ 10.00 1
Enter '1' for Mechanic aL sue Fee.> 15.00 1
Each Exhaust Fan 'N~ (/ /) 3i ,/" 6. 50 6.50
FINAL APPROVAL
01 ) V
CITY OF. CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
(,IL 13q&,
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
FOR OFFICE USE ONLY
PLAN CHECK NO. q7
EST.VAL. 6,OJ3,-i
Plan Ck. Deposit
Validated Ri__________________________
Date 2 (2-iq1-,
(1TPROJECT.INFORMATION 1
Address (include/Suite #) Business Name (at this address)3
1-7p vc4ek Ave -
Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. ' Total # of units
Assessor's Parcel #
Description of Work
LM_'42o'P
2.,COJTACT,PERSOI
116 M91K
Name
APPLICANT
- -2;A Ui
Name
PROPERTY OWNE
AALW
Name
Existing Use Proposed Use
SQ. FT. #of Stories # of Bedrooms # of Bathrooms VIPb7I
ass City State/Zip Telephone # Fax #
Address - J City StatlZip Telephone 4
PDA'd _C 'fZ 10 /(PD -
City / State/Zip Telephone 4
(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. An violation,0)5ecti0n 7P4,1.5 by any applicant for a permit s,ubje,cts thp ap!iSnt to a cj penalty pf not more than five hundred dollars ($5001). -
Name
State License #
Address
License
State/Zip Telephone #
License 4
Designer Name '
I Address / City f State/Zip Telephone
State License #I q2_c'014-
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.
C] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are: IJ
,
Insurance Company ("4_d_. Policy No.2Z"'_c?7 (A.hi '1 £'(P Expiration Date I/i/ci S
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$1001 OR LESS)
o 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 secure workers' compensation cyeage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars .000) a Mon to the c**1"ompensation, damages as provided for in Section 3706 of the Lpbor ccIe, interest and attorney's fees.
SIGNATURE 4K DATE
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
C3 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).
El 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 ONO
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 / address / phone number I 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 / 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
COMPLETETHIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY
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.
tä.—CONSTRUCTION LENDING AGENCY_____________________________________
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS__________________________________________________________
[9TAPPLICA1hCERTIFICATIO
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or
work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended
period of 180 days (Section 106.4.4 Uniform Building Code). or abandoned at any time afterth
,
sc_
DATE
4E: File YELLOW: Applicant PINK: Finance
APPLICANT'S SIGNATURE
List 1 - Permit-Type
From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that
permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the
identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 - Structure-Types' and put
its code in the appropriate blank on the front of this application.
Residential Permits
Code Description
APT Apartments - new construction.
CONDO Condominiums - new construction. -
CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new
residential units.
CVNRN Conversion. Convert one or more residences in a building to non-residential usage.
CVNRR Conversion. Increase o,r reduce the number of dwelling units in a residential structure through interior modifications
(i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each).
DEMO Demolition permit. (Also specify type of structure from List 2). -
DUP Duplex - new construction.
MOHO Mobile home, renovation, repair, or addition of accessbry structure not yielding a new living unit. l
MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from
single-family residence, below).
RAJ) Residential addition/alteration, creating no new dwelling unit(s).
RREISSUE Residential permit re-issue.
RREPAIR Residential building repair. Damage, fire, etc.
RREPLACE Residential building replacement (no additional units).
SFA Singlefamily, attached - new construction. A one-family house attached to one or more other b'ouses, with one or
more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating
system (e.g.: townhouse, row house, half-plex) -
SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an
attached or detached garage, or a business. May be a detached 'granny flat'. May bea mobile home or trailer on an
individual lot, but not in a mobile home park.
Non-Residential/Accessory Permits
Code Description
COM Commercial structure, new construction.
CREISSUE' Commercial permit re-issue. -
CREPAIR Commercial building - repair. Damage, fire, etc.
CREPLACE Commercial building - replacement.
CII Commercial tenant improvement.
DEMO Demolition permit.
ELEC Electrical permit, for electrical work only.
HOTEL Hotel or motel (including Managed Living Unit hotel) - new construction.
HOTELR Hotel renovation.
INDUST Industrial structure, new construction.
Ill Industrial tenant improvement.
MECH Mechanical permit, for mechanical work only.
MISC Miscellaneous. Use only if proposed work doesn't fit another activity type.
PATIO Patio and/or deck.
PLUM Plumbing permit, for plumbing work only.
POOL Gunite pools and spas.
RETAIN Retaining wall permit.
SIGN Sign construction/installation permit.
SOLAR Solar energy system installation permit (specify structure type to be served).
SPA Factory-made or Gunite.
List 2 - Structure-Type (Use with Residential Permit Only)
From the following list, determine the type of residential structure that best describes the structure on which you will be working.
Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application.
Code Description
SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls
extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse,
row house, half-plex).
SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached
garage, or a business. May be a detached 'granny flat'. May be a mobile home or trailer on an individual lot, but not
in a mobile home park.
MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units
may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex).
MF5+ Multi-family, S or more units. Same as MF2-4, except the building has a t least five attached units on the same lot.
MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from
single-fdmily residence, above).
City of Carlsbad Inspection Request
For: 9/1/99
Permit# CB971749 Inspector Assignment: PD
Title: 920 SF RAD & 100 SF TO GAR+100
Description: SF DECK
Type: RAD Sub Type:
Phone: 7607293965
Job Address: 1701 TAMARACK AV
Suite: Lot
Location: Inspector:
APPLICANT BROOKS WORTHING
Owner: HALLOCK ANN H
Remarks:
Total Time: Requested By: LINDA
Entered By: CHRISTINE
CD Description Act Comments
19 Final Structural /1
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Inspection History
Date Description Act lnsp comments
8/27/99 14 Frame/Steel/Bolting/Welding WC PD
8/27/99 89 Final Combo NS PD
8/26/99 14 Frame/Steel/Bolting/Welding WC PD
8/26/99 89 Final Combo CO PD
8/25/99 14 Frame/Steel/Bolting/Welding NS PD RESET FOR THURSDAY
8/23/99 19 Final Structural CO PD SEE NOTICE ATTACHED
6/4/99 18 Exterior Lath/Drywall WC PD
6/4/99 22 Sewer/Water Service AP PD
6/4/99 23 Gas/Test/Repairs AP PD
5/21/99 17 Interior Lath/Drywall AP PD
5/21/99 18 Exterior Lath/Drywall AP PD
5/20/99 13 Shear Panels/HD's AP PD
5/20/99 84 Rough Combo AP PD
5/19/99 14 Frame/Steel/Bolting/Welding NR PD
5/19/99 24RoughITopout NR PD
5/19/99 34 Rough Electric NR PD
5/13/99 16 Insulation CO SP SEE NOTICE ATTACHED
5/7/99 84 Rough Combo AP PD
EsGil Corporation
Professional Plan Review Engineers
DATE: August 27, 1997
JURISDICTION: Carlsbad
PLAN CHECK NO.: 971749
PROJECT ADDRESS: 1701 Tamarack Ave.
PROJECT NAME: Ann Hallock SFD addition
SET: II
L3 APPLICANT
c iS.
U PLAN 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 in the attached list are resolved and checked by building
department staff.
El 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.
El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
El 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.
El Esgil Corporation staff did advise the applicant that the plan check has beencompleted.
Person contacted: Telephone #:
Date contacted (by: ) Fax #:
Mail Telephone Fax In Person
Lii REMARKS:
By: Sergio Azuela Enclosures:
Esgil Corporation
LIGA 11 CM []EJ c:jc 8/14 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
EsGil Corporation
Profe.csionalP(an Review Engineers
DATE: July 9, 1997
JURISDICTION: Carlsbad
PLAN CHECK NO.: 971749
PROJECT ADDRESS: 1701 TamarackAve.
PROJECT NAME: Ann Hallock SFD addition
SET:I
U APPLICANT
Q PLAN REVIEWER
O FILE
El The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
LII 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.
El 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:
Brooks Worthing
690 Carlsbad Village DR., Carlsbad, CA 92008
Esgil Corporation staff did not advise the applicant that the plan check has been completed
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
LII REMARKS:
By: Sergio Azuela Enclosures:
Esgil Corporation
UGA [:1 CM DEJ F-1 PC 6/26 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
S
Carlsbad 971749
July 9, 1997
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO: 971749 JURISDICTION: Carlsbad
PROJECT ADDRESS: 1701 Tamarack Ave.
FLOOR AREA: Dwelling addition 920 SF STORIES: 2
Garage addition 100 SF
Deck addition 148 SF HEIGHT:
REMARKS:
DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY
JURISDICTION: 6/25/97 ESGIL CORPORATION: 6/26
DATE INITIAL PLAN REVIEW PLAN REVIEWER: Sergio Azuela
COMPLETED: July 9,1997
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, etc.
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 971749
July 9, 1997
. PLANS
Please make all corrections on the original tracings, as requested in the
correction list.
Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
Deliver all corrected sets of plans and calculations/reports directly to
the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA
92009, (619) 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 calculations/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. Plans, specifications and calculations shall be signed and sealed by the
California state licensed engineer responsible for their preparation, for plans
deviating from conventional wood frame construction. Specify expiration date of
license. (California Business and Professions Code). Structural plans shall be
signed and sealed by the engineer.
Provide a statement on the Title Sheet of the plans that this project shall comply
with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC.
ROOFING
Specify roof material and application. Chapter 15. Specify on plans the roof
underlayment.
. FOUNDATION REQUIREMENTS
Provide a copy of the project soil report prepared by a California licensed
architect or civil engineer. The report shall include foundation design
recommendations based on the engineer's findings and shall comply with UBC
Section 1804.
Per soils report, note on the plan the soils classification, whether or not the soil
is expansive and note the allowable bearing value. Section 1804.3.
Carlsbad 971749
July 9, 1997
FRAMING
7. Show clearance between top plate of interior partitions and bottom chord of
trusses. (To ensure nonbearing condition between supports as designed).
8. Per UBC Section 2343.6, provide the following note on the plans if trusses are
used: "Each truss shall be legibly branded, marked or otherwise have
permanently affixed thereto the following information located within 2 feet of the
center of the span on the face of the bottom chord:
Identity of the company manufacturing the truss.
The design load.
The spacing of the trusses."
9. Show on the plans all structural requirements developed in the structural
calculations. Section 106.3.3. (See comments at end.)
. MECHANICAL (UNIFORM MECHANICAL CODE)
10. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree
elbows. UMC, Section 504.3.2.
. PLUMBING (UNIFORM PLUMBING CODE)
11. Provide adequate barrier to protect water heater from vehicle damage. An 18"
platform for the water heater does not satisfy this requirement. UPC, Section
510.3.
. CARLSBAD S.F.D. & DUPLEX SUPPLEMENT
12. All new residential buildings, including additions, require a soils report. Please
submit two copies. Exception: If a room addition is limited to one story and
1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will
advise the City to place their soils notice stamp on the plans.
. MISCELLANEOUS
13. The 38" X 38" X 18" footings @ ends of Garage header are missing in the
Foundation Plan. See sheet 4.
Carlsbad 971749
July 9, 1997
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:
YesU NoU
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite208, 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 Sergio Azuela at Esgil Corporation. Thank you.
Carlsbad 971749
July 9, 1997
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 971749
PREPARED BY: Sergio Azuela DATE: July 9, 1997
BUILDING ADDRESS: 1701 Tamarack Ave. Ann Hallock SFD addition
BUILDING OCCUPANCY: R-3 & U-i TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA
(ft.2)
VALUATION
MULTIPLIER
VALUE
($)
Dwelling addition 920
Garage addition 100
Deck addition 148
90,308
(City valuation)
Air Conditioning
Fire Sprinklers
TOTAL VALUE 90,308
Z 1991 UBC Building Permit Fee fl Bldg. Permit Fee by ordinance: $ 599.00
1991 UBC Plan Check Fee L111 Plan Check Fee by ordinance: $ 389.35
Type of Review: Z Complete Review LII Structural Only Hourly
Repetitive Fee Applicable E Other:
Esgil Plan Review Fee: $ 311.48
Comments:
Sheet I of I
macvalue.doc 5196
A—
-
of Carlsbad
BUILDING PLANCHECK CHECKLIST
DATE: PLANCHECK NO.: CB
BUILDING ADDRESS: /')O/ '"T,91,Agc/1
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER: ).3 —(., 7 EST. VALUE: 90,2 o'
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
Please 5 the attached report of deficiencies
marked ith 0. Make necessary corrections to plans
or specifica ions for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
By: Date:
By: Date:
By: Date:
FOR OFFICIAL USE ONLY
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:
BS?22. 212 2f) Date: &/ 7
ATTACHMENTS
Dedication Application
Dedication Checklist
Improvement Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
Sewer Fee Information Sheet
ENGINEERING DEPT. CONTACT PERSON
Name: Bruce Eubank
City of Carlsbad
Address: 2075 Las Palmas Dr., Carlsbad, CA 92009
Phone: (619) 438-1161, ext. 4374
A-4
W.asparnas'.sysU.IBRAR'flENG\WORO\DOCS\CHKLSTBu9djng PIanc,eck Cklst BP000I Fonn BEdoc
Rev. 12I26IB075 Las Palmas Dr. • Carlsbad, CA 9200911576. (619) 438-1161 • FAX (619) 438-0894
BUILDING PLANCHECK CHECKLIST
/ SITE PLAN
C(13s
N 3R01
) E 1. Provide a fully dimensioned site plan drawn to scale. Show: /
"Ar North Arrow 4) Property Lines j ml
Existing & Proposed Structures vf Easements 0 K
/ Existing Street Improvements -f Right-of-Way Width & Adjacent Streets
/ Driveway widths
2. Show on site plan:
A. Drainage Patterns
3 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."
t..'. Existing & Proposed Slopes and Topography
3. Include on title sheet:
VAI Site address
B. Assessor's Parcel Number 2 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
L A)) 4a. Project does not comply with the following Engineering Conditions of approval for
(I Project No._______________________________________________
L11 El Q 4b. All conditions are in compliance. Date:
Plantheck Mist BP000I Form BE.doc Rev. 1228I98
BUILDING PLANCHECK CHECKLIST
DEDICATION REQUIREMENTS 1STJ 2ND/ 3RD1
U U U 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 $/0,, o , 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.
LII
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
U U 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 $_ o .' , 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:
U U 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:
Plantheck Cklst BP000I Fern, BE.doc Rev. 12/26/96
BUILDING PLANCHECK CHECKLIST
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:
16~ 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.)
ZLI U 7d. No Grading Permit required.
MISCELLANEOUS PERMITS
U 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:
Plantheck Mist BP0001 Form BE.doc Rev. 12/28/98
BUILDING PLANCHECK CHECKLIST
1St.,' 2'' 3rdl
It U U U A SEWER PERMIT is required concurrent with the building .p'e'rmit issuance. The
fee is noted in the fees section on the following page.
U U U WASTE (U(1INDUSTRIAL PERMIT is required. Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit.
Industrial Waste permit accepted by:
Date:
14
U U U 1. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
U U 12. U Required fees are attached
i1io fees required
U U U 13. Additional Commönts:
Plarichecic Cklst 8P000I Eon,, BE.doc Rev. 12/26/96
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB Address
Planner Grea Fisher Phone (61 9) 438-1 1 61, extension 4328
APN: 72 b7
. . Type of ect and Use:
("ch
Zone a Facilities M agement Zone
CFD (in/out) #
Circle One (ii property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building
Department.)
Legend
a. Item Complete
(JJ Item Incomplete - Needs your action
Environmental Review Required: YES NO TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Lx" E E Discretionary Action Required: YES NO TYPE
APPROVAL/RESO. NO. DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval
9/0 F~ Coastal Zone Assessment/Compliance
- Project site located in Coastal Zone? YES NO____
CA Coastal Commission Authority? YES NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036
Determine status (Coastal Permit Required or Exempt):
________
Coastal Permit Determination Form already completed? YES____ NO____
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
Complete Coastal Permit Determination Log as needed.
E Inclusionary Housing Fee required: YES NO
(Effective date of Inclusioriary Housing Ordinance - May 21,
Date Entry Completed? YES NO
Site Plan:
EZI D 1. Provide a fully dimensioiäl site plan drawn to scale. Show: North arrow,
J proper1y lines, easements, existing and proposed structures, streets, existing
street improvements, right-of-way width, dimensional setbacks and existing.
topographical lines.
E 2. Provide legal description of property and assessor's parcel number.
Zoning:
JZ[ E 1. Setbacks:
Front: Required Shown
Int. Side: . Required .17S Shown E6' 7-'
Street Side: Required •J\J-. Shown PJI+
Rear: Required 1Z..315 Shown
E 2. Accessory Structure Setbacks:
Front: - Required zS lqwn
Int. Side: Required S iown
Street Side: Reuired Shown
Rear: Required Shown
3. Lot Coverage: Required Shown
fl E 4. Height: Required ,O Shown 3 /
5. Parking: Spaces Required Shown
Guest Spaces Required Shown
E Additional Comments_____________________________________________________
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ATE (o-:SO-3~
COAST GEOTECHNICAL
CONSULTING ENGINEERS AND GEOLOGISTS
August 4, 1997
Ann Hallock
do Brooks A. Worthing
BA Worthing, Inc.
P.O. Box 1041
Carlsbad, CA 92018
Subject: FOUNDATION PLAN REVIEW
Proposed Second Story Addition
1701 Tamarack Avenue
Carlsbad, California
Reference: PRELIMINARY GEOTECHNICAL INVESTIGATION
Proposed, Second Story Addition
1701 Tamarack Avenue
Carlsbad, California
Prepared by Coast Geotechnical
Dated August 1, 1997
Dear Ms. Hallock:
As requested, we have reviewed the project foundation plans prepared by B. Worthing
Plan Service, and observed that they have, in general, included the recommendations
presented in our Preliminary Geotechnical Investigation, (job No. P-262067).
COMMENTS
1) All proposed footings and underpins should penetrate weathered or loose
materials and should be founded the designed depth into competent terrace deposits.
779 ACADEMY DRIVE • SOLANA BEACH • CALIFORNIA 92075 0-1 7(7'i (619) 755-8622 • FAX (619) 755-9126
August 4, 1997
W.O. P-262067
Page 2
2) All footing excavations should be observed by a representative of this firm prior
to placement of steel. Additional depth may be required. Additional
recommendations may be necessary if unforeseen conditions are encountered.
LIMITATIONS
The findings and opinions presented herein have been made in accordance with generally
accepted professional principals in the fields of geotechnical engineering. No warranty
is provided.
If you have any questions regarding this letter, please contact our office. Reference to
our Job No. P-262067 will help expedite a response to your inquiry.
Respectfully submitted,
COAST GEOTECHNICAL
A4("L~ Mark Burwell
Geologist
Vithay Singhanet, P.E.
Geotechnical Engineer
COAST GEOTECHNICAL
CONSULTING ENGINEERS AND GEOLOGISTS
August 1, 1997
I
I Ann Hallock
do Brooks A. Worthing
BA Worthing, Inc.
I P.O. Box 1041
Carlsbad, CA 92018
I
Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION ' Proposed Second Story Addition
1701 Tamarack Avenue
Carlsbad, California I
I Dear Ms. Hallock:
In response to your request and in accordance with our Proposal and Agreement dated
June 10, 1997, we have performed a preliminary geotechnical investigation on the subject
site for the proposed second story addition.
The findings of the investigation, laboratory test results and recommendations for
foundation design are presented in this report.
From a geotechnical point of view, it is our opinion that the site is suitable for the
proposed development, provided the recommendations in this report are implemented
during the design and construction phases.
If you have any questions, please do not hesitate to contact us at 755-8622. This
opportunity to be of service is appreciated.
Respectfully submitted,
COAST GEOTECHNICAL
Mark Burwell
Geologist
50 e
ESS c0i
410
782
* Exp. 12-31-97 tinghanet,Vithaya P.E.
Geotechnical Engineer
779 ACADEMY DRIVE • SOLANA BEACH • CALIFORNIA 92075
(619) 755-8622 • FAX (619) 755-9126
I
I
PRELIMINARY GEOTECHNICAL INVESTIGATION
Proposed Second Story Addition
1701 Tamarack Avenue
Carlsbad, California
Prepared For:
Ann Hallock
do Brooks A. Worthing
BA Worthing, Inc.
P.O. Box 1041
Carlsbad, CA 92018
August 1, 1997
W.O. P-262067
11
Prepared By:
COAST GEOTECHNICAL
779 Academy Drive
Solana Beach, California 92075
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TABLE OF CONTENTS
VICINITY MAP
INTRODUCTION 5
SITE CONDITIONS 5
PROPOSED DEVELOPMENT 5
SITE INVESTIGATION 6
LABORATORY TESTING 6
GEOTECHNICAL CONDITIONS 7
CONCLUSIONS 9
RECOMMENDATIONS 10
GENERAL 10
FOUNDATIONS 10
SLABS ON GRADE 11
D. DRAINAGE 12
OBSERVATIONS 12
PLAN REVIEW 13
G. LIMITATIONS S 12
APPENDIX
REGIONAL FAULT MAP
LABORATORY TEST RESULTS
BORING LOGS
TEST PIT LOG
SITE PLAN
VICINITY MAP
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7
August 1, 1997
W.O. P-262067
Page 5
INTRODUCTION
This report presents the results of our geotechnical engineering investigation on the
subject property. The purpose of this study is to evaluate the nature and characteristics
of the surficial deposits underlying the property and their influence on the construction
of a single-family residential addition over the garage area.
SITE CONDITIONS
The subject property is located just east of Park Drive, along the south side of Tamarack
Avenue, in the city of Carlsbad. The subject property was graded as part of a larger
subdivision by terracing, stepping down, the lots to the east. The site is situated
approximately 2.0 vertical feet below the adjacent lot to the west. The site includes a
two-story residence and attached garage situated on a relatively level graded pad.
Vegetation includes residential landscaping consisting of grass, shrubs and a few trees.
I Drainage is generally poorly developed adjacent to the garage area. The 3.0 ± foot wide
I walkway along the base of the 2.0 ± foot high slope is covered by punctured Vin-queen
and gravel. Gutters are not present along the garage to collect roof waters.
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I PROPOSED DEVELOPMENT
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Plans were prepared by Worthing Plan Service. The project includes a second story
addition over the garage and the extension of the garage area along the front and rear.
I The addition will be supported on, in part, by new footings and concrete slabs.
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August 1, 1997
W.O. P-262067
Page 6
SITE INVESTIGATION
Two 4.0 inch diameter exploratory borings were drilled on the site to a maximum depth
of 5.5 feet. One test pit was excavated adjacent to the garage foundation to evaluate
footing embedment and the characteristics of the supporting soils. Earth materials
encountered were visually classified and logged by our field geologist. Relatively,
undisturbed and bulk samples of earth materials were obtained at selected intervals.
Samples were obtained by driving a thin walled steel sampler into the desired strata,
where possible. The samples are retained in brass rings of 2.5 inches outside diameter
and 1.0 inches in height. The central portion of the sample is retained in close fitting,
waterproof containers and transported to our laboratory for testing and analysis.
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I Classification
LABORATORY TESTING
The field classification was verified through laboratory examination, in accordance with
the Unified Soil Classification System. The final classification is shown on the enclosed
Exploratory Logs.
Moisture/Density
The field moisture content and dry unit weight were determined for each of the
undisturbed soil samples. This information is useful in providing a gross picture of the
soil consistency or variation among exploratory excavations. The dry unit weight was
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August 1, 1997
W.O. P-262067
Page 7
determined in pounds per cubic foot. The field moisture content was determined as a
percentage of the dry unit weight. Both are shown on the enclosed Appendix A.
GEOTECHNICAL CONDITIONS
The subject property is underlain by near surface Pleistocene terrace deposits. The
sedimentary unit is generally composed of reddish brown slightly clayey sand however,
weathered zones do occur along the surface of the deposits. The terrace deposits are
overlain, in part, by thin surficial deposits. A brief description of the earth materials
encountered on the site is discussed below.
Soil
Approximately 6.0 inches of brown silty and fine-grained sand was encountered in the.
vicinity of Boring No. 1. The soil is generally moist, loose and organic.
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Terrace Deposits
The subject property is underlain by poorly consolidated Pleistocene terrace deposits.
I This sedimentary unit is composed of weakly cemented, silty and fine-grained slightly
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clayey sand. The upper 1.3 feet of the terrace deposits in the vicinity of Boring No. 1 is
generally weathered, blocky and clayey. Below this zone, the terrace deposits are
I generally reddish brown, slightly clayey and dense.
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August 1, 1997
W.O. P-262067 -
Page 8
Expansive Soil
Based on our experience in the area and previous laboratory testing of selected samples,
the terrace deposits reflect an expansion potential in the low range.
Existing Footings
One test pit was excavated along the west side of the exterior foundation for the garage.
The base of the wall footing is founded approximately 15 inches below the exterior grade
and into terrace deposits.
Groundwater
No evidence of perched or high groundwater tables were noted during exploration.
Based on our experience in the area, major groundwater related problems are not
anticipated during construction. However, it should be noted that seepage problems ca
develop after completion of construction. These seepage problems most often result
from drainage alterations, landscaping and over-irrigation. In the event that seepage or
saturated ground does occur, it has been our experience that they are most effectively
handled on an individual basis.
Faults/Seismicity
I Based on a review of published geologic maps, no faults are located on the site. The
nearest active fault is the Rose Canyon Fault Zone located approximately 3.5 miles
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August 1, 1997
W.O. P-262067
Page 9
southwest of the site. Other active faults which could affect the site include the
Coronado Bank, Elsinore, San Jacinto and San Andreas Faults. The proximity of these
faults are shown on the enclosed regional fault map.
Although the likelihood of ground rupture on the site is remote, it is almost a certainty
the property will be exposed to moderate to high levels of ground motion resulting from
the release of energy, should an earthquake occur along the numerous known and
unknown faults in the region.
Liquefaction Potential
Liquefaction is a process by which a fine sand mass loses its shearing strength completely
and flows. The temporary transformation of the material into a fluid mass is often
associated with ground motion resulting from an earthquake.
Owing to the moderately dense to dense nature of the underlying sedimentary deposits
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and the anticipated depth to groundwater, the potential for seismically induced
liquefaction and soil instability is considered very low to non-existent.
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CONCLUSIONS
1) From a geotechnical viewpoint the exterior garage footing, where exposed, is
I suitable for slight increases in loading. However, where significant increases in
loading due to the second story addition occur, the existing footing should be
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August 1, 1997
W.O. P-262067
Page 10
underpinned with a new continuous wall footing or new loads transferred to
column pads as recommended by the project structural engineer..
2) Interior footing embedment is not known and should be evaluated during the
construction phase where additional loads are anticipated.
RECOMMENDATLONS
General
Site exploration suggests that the perimeter continuous wall footing for the single-story
garage structure is embedded approximately 15.0 inches into terrace deposits along the
exterior foundation line. From a geotechnical viewpoint, the embedment depth is
adequate to support minor additional loading only. Interior footing embedment is no:
known and should be evaluated during the construction phase if additional loads are
anticipated.
Foundations
The following parameters may be used in analysis of existing foundations and in the
design of new foundations.
New underpinned footings or column pads for the proposed two-story addition should
be a minimum of 12 inches wide and founded a minimum of 12 inches below the
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August 1, 1997
W.O. P-262067
Page 11
existing footing into competent terrace deposits. All proposed footings should extend
a minimum of 18 inches into competent terrace deposits. Additional depth may be
required where weathered zones are encountered. New continuous footings designed
as underpins may be constructed in alternate sections. However, undermining of the
existing footing should not exceed 5.0 lateral feet for each alternate underpinned section
constructed. If the existing footing is undermined for greater than 5.0 lateral feet, the
existing footing should be shored.
Footings founded into competent terrace deposits, as recommended above, may be
designed for a bearing value of 1500 pounds per square foot.
The bearing value indicated above is for the total dead and frequently applied live loads.
This value may be increased by 33 percent for short durations of loading, including the
effects of wind and seismic forces.
Resistance to lateral load may be provided by friction acting at the base of foundations
I and by passive earth pressure. A coefficient of friction of 0.35 may be used with dead-
load forces. A passive earth pressure of 250 pounds per square foot, per foot of depth
of terrace deposits penetrated to a maximum of 1500 pounds may be used.
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Slabs on Grade
Slabs on grade should be a minimum of 4.0 inches thick and reinforced in both
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August 1, 1997
W.O. P-262067
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I directions with No. 3 bars placed 18 inches on center. The slab should be underlain by
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a minimum 2.0-inch sand blanket. Where moisture sensitive floors are used, a minimum
6.0-mil Visqueen or equivalent moisture barrier should be placed over the sand blanket
and covered by an additional two inches of sand. Utility trenches underlying the slab may
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be backfilled with on-site granular materials, compacted to a minimum of 90 percent of
the laboratory maximum dry density. However, sufficiently compacting the backfill
I deposits may damage or break shallow utility lines. Therefore, minor settlement of the
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backfill in the trenches is anticipated in these shallow areas. In order to reduce the
possibility of cracks occurring, the slab should be provided with additional reinforcement
to bridge over trenches. All slabs should be cast over dense compacted subgrades.
I Drainage
I Specific drainage patterns should be recommended by the project designer. However
I in general, pad water should be directed away from foundations and around the structure
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to the street or suitable location. Roof water should be collected and conducted to the
driveway or street or suitable discharge location, via non-erodible devices. Pad wate-
I should not be allowed to pond.
Observations
Structural footing excavations should be observed by a representative of this firm, prior
to the placement of steel.
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I Plan Review
August 1, 1997
W.O. P-262067
Page 13
A copy of the final plans should be submitted to this office for review. Additional
recommendations may be necessary at that time.
LIMITATIONS
This report is presented with the provision that it is the responsibility of the owner or the
owner's representative to bring the information and recommendations given herein to
the attention of the project's architects and/or engineers so that they may be incorporated
into plans.
If conditions encountered during construction appear to differ from those described in
this report, our office should be notified so that we may consider whether modifications
are needed. No responsibility for construction compliance with design concepts,
specifications or recommendations given in this report is assumed unless on-site review
is performed during the course of construction.
The subsurface conditions, excavation characteristics and geologic structure described
herein are based on individual exploratory excavations made on the subject property.
The subsurface conditions, excavation characteristics and geologic structure discussed
should in no way be construed to reflect any variations which may occur among the
exploratory excavations.
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August 1, 1997
W.O. P-262067
Page 14
Please note that fluctuations in the level of groundwater may occur due to variations in
rainfall, temperature and other factors not evident at the time measurements were made
and reported herein. Coast Geotechnical assumes no responsibility for variations which
may occur across the site.
The conclusions and recommendations of this report apply as of the current date. In
time, however, changes can occur on a property whether caused by acts of man or nature
on this or adjoining properties. Additionally, changes in professional standards may be,
brought about by legislation or the expansion of knowledge. Consequently, the
conclusions and recommendations of this report may be rendered wholly or partially
invalid by events beyond our control. This report is therefore subject to review and
should not be relied upon after the passage of two years.
The professional judgments presented herein are founded partly on our assessment of
the technical data gathered, partly on our understanding of the proposed construction
and partly on our general experience in the geotechnical field. Our engineering work
and the judgments given meet present professional standards. However, in no respect
do we guarantee the outcome of the project.
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I APPENDIX
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- - - - - - - - - - - - - - - - - - -
REGIONAL FAULT MAP
EXPLANATION
IN
FIIi,c lad ydayd by n14 hat, *n -aIGC,lcd. by dakd h*y, .hcny yçyny,y.at(y b.aad 0y inlyrynd. .nj by batnd h nAny by.ynnkd by ybyVjyn na. by IA. at hay.. Fy,k lyatny ny q...ynnd - .,..nn. ny.n.yaty n ,ny.. Cyala in thy Gan.b llIyy byd y,. y yn D.b(.yy 0 laay thy... yn,.nly .nd.n.y at'DEDJ n.(y AD obYth,.. l.yby by,ADny ...anP-y, .yynyd, (Dy. laid kny, .ADD nyU Dd (Db ..lay .ylyynyth by.AD Ay,y
V .'
FAULT CLASSIFICATION COLOR CODE
(IndicDying Rcncy o( Movynynni)
FD .laj idbbo (la - nUnnn(thnUo1lDy,n,
l.l.ovatbydnythq.g. lab .yAaty nat.. kUbckidby,n f1ay by,b. by pnnnd yhèi, thidog n.nlyqbykby. n.j ynDy,yy gnd bynakn.y. m m thy Wby.y %tlaLnnadbyUA..la.Td ,., i. ydnond. byllyyn qno,d y,yTat. nçlyn. m do hath ban nenn,nd. ADy d n(thy noannn n.y by indily.,yd. eynDi.Uy if D.dny lnpnn. -y nyU dnD,yd fly (nyanl. n( Vn.,nd Dynab..
(N (Dl. nlntp .kpyqy - .bn g,n.nd platyny.y .nlJly - atAoyg thnyba
(nldl.platad .nnvny fiat,.
PInk bo'd ,p,_ nd by ynyphynny non. n( lany (0th dyynbyyy
SPECIAL NOTATIONS
A Donglyloth, agO ny Inn yf thy (Do V dthDynyn n.y byyyn.y(
_ VV /VI__ -;:i.. - .
gDbydna,njyay
.- V y I .1/ ' II '•'T)' 1._..? . I / 1.' y.,.ay,, h. ' \' / . .
Syn..n 0. lady adyAn. .ty lnll tInny 'f.pyogy - atonnyd lEA ha, han. lylgatad fin -
I 7,' -5' i I, 4.)• . \ (Do yidly.o Dnn,n.l pan. lanno. EDOD Dnjjnond 'n.y thyyyg, nyAnnyd (Dy,, Dn..nnlEnl.aonn.11nbyl_nny(D,0,,yyp,,.1
ADAPTED DRoll lAin., ACTIVITY MAP COME
; •-
't____________ '••'•fl. - . V yynng, . , . V . 0 12 24miles
k_ r
— - —
GRAPHIC SCALE
MEXICO COAST GEOYECNNICAL
LABORATORY TEST RESULTS
TABLE I
Field Dry Density and Moisture Content
Sample Field Dry Field Moisture
Location Density Content
(pcf)
B-i @ 1.31 109.6 14.5
B-i @ 3.4' 112.2 12.6
B-i @ 5.0' 117.5 11.8
TP-i @ 1.5' 117.5 13.5
B-2 @ 1.0' 111.8 11.2
B-2 @ 3.0' 114.2 12.0
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P-262067
LOG OF EXPLORATORY BORING NO. 1
DRILL RIG: PORTABLE AUGER PROJECT NO. P-262067
BORING DIAMETER: 4" DATE DRILLED: 07-30-97
SURFACE ELEV: 100' (assumed) LOGGED BY: M.B.
F-' z C' 0 U F-' z 0 ' 0
z
-
"S
'
DESCRIPTION
100.00
0.00 L SOIL: Dk brown, silty sand, moist, loose, rootlets, organic
.t;.
WEATHERED TERRACE DEPOSITS: Brown clayey sand, damp, blocky, stiff
1Wi'.
- cccc
- 99.00
- I.uv flA I
109.6 14.5 -
- T I -
j- - IxiIx
TERRACE DEPOSITS: Reddish brown fine and med.-grained sand, slightly
- 98.00 clayey, moist, dense
= 2.00
-
.: I.
VV
t% V
- 97.00 :i
- 3.00 :
-
- K
112.2 12.6 f =
I - I -
- 96.00
- 4.00
-
%% ..
-
-
-
-
- 95.00
117.5 11.8 f = 5.00
LOG OF EXPLORATORY BORING NO. 2
DRILL RIG: PORTABLE AUGER PROJECT NO. P-262067
BORING DIAMETER: 4" DATE DRILLED: 07-30-97
SURFACE ELEV: 100' (assumed) LOGGED BY: M.B.
z
C' 0 • —
0 o
A1 I'd .
DESCRIPTION
100.0
_____________________________________________ 0.00 • 3/4 inch Crushed Rock, D.G., Visqueen barrier
-
- = TERRACE DEPOSITS: Reddish brown line and med.-gralned sand, slightly
- :•:• clayey, moist, dense
99.00
111.8 11.2 .1$ T .1.00 -
I -
I I II I-.--
-
---
V.
- 98.00 T 200
-
- 97.00 1))
114.2 12.0 T 3.00 I .. I -
I -
LL
-
- 96.00 :
- 4.00
95.00
- — — — — — — — — — — — — — — — — —
COAST GEOTECHNICAL TEST PIT LOG CONSULTING ENGINEERS AND GEOLOGISTS
W.O. P-.Ze ze4 7 Elev. /60 '14 5cd) Date 7-34-9-7 Logged by 4 48.
Depth Description
0.0'-.25' Crushed rock 3/411, D.G., Visqueen barrier
.25'-2.0' TERRACE DEPOSITS: Reddish brown fine and medium-grained sand, slightly clayey,
moist, moderately dense
NOTE: Apparent utility trench parallels footing, D.G. backfill
-
TRENCH SKETCH
.cCa
.Ij........--->,__.t T -- T-1
Toto
Depth
2'
- - - = - _ m - - - - - - - - - - - -
-- 121.50'
1-'
EXISTING RESIDENCE
cri
(11 B-2
/ I / /
GARAGE
PROPOSED SINGLE-STORY ADDITION
I
PROPOSED SECOND-STORY ADDITION 4--- --4
SITE SKETCH
SCALE 1"=20'
LEGEND
BORING LOCATION (approx.)
11 TEST PIT LOCATION (approx.)
COAST GWTECNNICAL
111262067
AUG-28-97 THU 14:58 CITY OF CARLSBAD COMM DE FAX NO. 4380894 P.04
.'
CERTIFICATE OF COMPLIANCE
CITY OF CARLSBAD Plan Check No.L)) COMMUNITY DEVELOPMENT
2075 LAS PALMAS DR., CARLSBAD, CA 92009
(619)438-1161
This form shalt be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of
Carlsbad Building Department.
SCHOOL-DISTRICT:
Carlsbad Unified
801 Pine Avenue
Carlsbad CA 92009 (434-0
-
Encinitas Union
101 South Rancho Santa Fe Rd,
Encinitas CA 92024 (944-4300)
'N kd
Project Applicant:
Project Address: / 7J
RESIDENTIAL: SQ. FT. of living area
San Marcos Unified
1290 West San'\4arcos Blvd.
San Marcos CA 92024 (744-4776)
San Dieguito Union High School
710 Encinitas Boulevard
Encinitas CA 92024 (753-6491)
0 APN:9?_7C
4Vv/' 't741 r or awelling units
SQ. FT. of covered area
- SQ. FT. of garage area
COMMER ALIt DUSTRIAL: SQ. FT. PEA
Prepared by Date /
0 EdE CERTIFICATION
/ - (To he completed by the School Distrkt)
"f\ Applicant has complied with fee requirement under Civeenent Code 53080
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other
Residential Fee Levied: $4 !.I)L .<6D - based on sq ft. @
Comm/Indust Fee Levied:
$______________ based on sq. ft. @
i. B. B!aT M10,
BusrnBSSS iôL J@ 7 School—District Official Title