HomeMy WebLinkAbout2451 UNICORNIO ST; ; CB991970; Permit1O5 2O5 City of Carlsbad
08/18/1999 Residential Permit Permit No:CB991970
Building Inspection Request Line (760) 438-3101
Job Address: 2451 UNICORNIO ST CBAD
Permit Type: RESDNTL . Sub Type: SF0 Status: ISSUED
Parcel No: Lot #: 0 Applied: 05/24/1999
Valuation: $335,698.00 Construction Type: VN Entered By: DT
Occupancy Group: 6 Reference #: Plan Approved: 08/18/1999
# Dwelling Units: I Structure Type: SF0 Issued: 08/18/1999
Bedrooms: 3 Bathrooms: 3.5 Inspect Area:
Project Title: BLOCK RESIDENCE Orig PC#:
NEW SFD 3313SF W/ 2784SF GARAGE 107SF DECK Plan Check#:
Applicant:
JORGENSEN KEVIN
STE A
810 W LOS VALLECITOS BLVD
SAN MARCOS CA 92069
760-752-7010
Total Fees: $19,195.18
Owner:
60MARAZON L
ASTAfc208) 08/18/99 0001 01 02
C-PRMT 18254.58
Due: $18,254.58
Building Permit
Add'I Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'l Pot. Water Con. Fee
c9 [$1,447.684%," . ReckWat'r Con.IJe) $0.00
$o.00.. 'Mj$Tze4
s940oI "Y1A1d1 R6cl. Water Con Fee
$5,639.73
$0.00
'<$0' -FD Payo V"Fbe~ $0.00
$00 $6,109.70
$
0 \P \ 3'577 " LPFF1cEDFund)
\$oo License Tax J $0.00
0-40 INC0 The Tax(CF6'Fund $0.00 / $409.00 6$530.00 Traffic-irnct(CD Fund) $461.00
sbooj 1 M± ?r1ati9n'0ee $0.00
$0.00 u- (LÜM1NGTOTAL $266.00
$0:00ft[c]BlCA(f6TAL $60.00
$0.00 MECHANICAL TOTAL $56.50
$0.00 Housing Impact Fee $2,925.00
$0.00 Housing InLieu Fee $0.00
$0.00 Master Drainage Fee: $7.00
Sewer Fee: $0.00
$0.00 TOTAL PERMIT FEES $19,195.18
FINAL APPROVAL
Date:
/
Clearance:
NOTICE: Please take NOTICE that approval of your project includes the"Imposition' of fees, dedications, reservations, or other exactions hereafter collectively
referred to as fees/exactions? You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
low
PERMIT APPLICATION C5¼/
CITY OF CARJ..SBAD BUILDINGDEPARTMENT
2075 Las Palmás Dr., Carlsbad CA 92009
(760) 438-1161 •.
FOR OFFICE USE ONLY
PLAN CHECK NO._________
EST. VAL.
Plan Ck. Deposit '
Date
Address (include Bldg/Suite #) Business Name (at this address) tar 7( e .AAf t,A'rA Poac L.VT
Legal Description Lot o. Subdivision Name/Number 4 J -4"i L4c"JO .
Unit No. Phase No. Total #of units
I ma
Assessor's Parcel # 5-2(€O- Existing Use . 2 101 -Deck, Proposd U -2o 1'Aflo Errvt
Description of Work SQ. FT. . #of Stories . // of Bedrooms . # of Bathroom
L21.CONT.ACT:;PERSON1r d fferéntfrornapplicin) . . . . .• .I
Name Address - City I State/Zip Telephone #
Name I Addresi . . Cifv State/Zio . . . Teleohone # -
Name I Address City State/Zip Telephone #
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
(Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1S5001).
Name Address City State/Zip Telephone #
State License # License Class City Business License #
Designer Name Address City State/Zip Telephone
State License # ,.
_______OMPENSATION ..
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No._____ Expiration Date_________________
(THIS SECTION NEED-NOT-BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS)
'0 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 coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines ip to one hundred
thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE . . DATE
LOWNER BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 1
I, as owner of the property or my empiyees 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 impro'Yes 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 ithin 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).'
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 fo'r such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
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 / contractors license number):
I plan to provide poriions 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 h contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work): - -
PROPERTY OWNER SIGNATURE DATE -i
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? -D YES 0 NO
Is the applicant or future building occupant required to obtai, 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 ISSUEDUNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
18 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. 30970) Civil Code).
LENDER'S NAME LENDER'S ADDRESS_______________________________________________________
:RTIFIPATION- -a
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 '0 eep and demolition or construction of structures over 3 stories in height. -
*
EXPIRATION:. Every permit issued by the Building Offici e the provisions of this Code shall expire by limitation and become null and void if the building or
work authorized by such per t commen ithi ysjr the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time fterthe wo is co enc o a v1fi 80 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE . - DATE
- WHITE: File YELLOW: Applicant PINK: Finance
List 1-Permit-Type
From the following list, determine the petmit-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 j5eimits (only) also require the
identification of the structure-type to be associated with the permit. Choose a structure-type from 'List 2 - StructureTypes" and put
its code in the appropriate blank on the front of this application.
Residential Permits
Code Description .
APT Apartments - new construction. t -
CONDO Condominiums - new construc:tion.
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 =4 ridéncesin a' building to non-residential usage.
CVNRR - Conversion. Increasi or 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 sp!iy type of structure from List 2).
DUP Duplex- new construction:
MOHO Mobile home, renovation, r'epair, or addition of accéssoxy structure not yielding à'new living unit.
MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from
single-family residence, below).
RAD Residential addition/alteration, creating no new dwelling unit(s).
RREISSUE Residential permit re-issue.
RREPAIR - Residential building repair. Damage, fire, etc.
V. RREPLACE Residential building replacement (no additional units).
SFA Single-family,' attached'nev construction. A one-family house attached to one or more other houses, with one or
more common walls extendiig from foundation to roof at, or forming, a lot line. Has own plumbing and heating
system (e.g.: townhouse, row house,"haif-plex)
SFD Single-family,, detached - new construction: A on&faMhly house with open area on all four sides. May have an
attached or detached garage, or a business. May be a- detahe4 ,"grnny flat". May be a 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. •. ' .
CR.EPAIR Commercial 'building - repair. Damage, fire, etc.
CREPLACE Commercial building - replacement.
Cli 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.
III 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, 5 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-family residence, above).
FA 0 15 %,77 City of Carlsbad Bldg Inspection Request Q
For: 10/25/2000
Permit# CB991970 Inspector Assignment: PD
Title: BLOCK RESIDENCE
Description: NEW SFD 3313SF W/ 2784SF GARAGE 107SF DECK
Type: RESDNTL Sub Type: SFD
Phone: 76060208 4
Job Address: 2451 UNICORNIOST
Suite: Lot 0
Location: Inspector:r.
APPLICANT JORGENSEN KEVIN
Owner: BLOCK JERRY&HEINZ JESSICA F
Remarks: AM PLEASE
Total Time: Requested By: JOHN
Entered By: CHRISTINE
CD Description Act Comments
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs
PCROOI17 ISSUED
Inspection History
Date Description Act Insp Comments
10/23/2000 89 Final Combo CO PD SEE NOTICE ATTACHED
9/18/2000 18 Exterior Lath/Drywall AP PD AT STAIRS
9/15/2000 14 Frame/Steel/BoltinglWelding AP PD
9/15/2000 18 Exterior Lath/Drywall CO PD
8/8/2000 15 Roof/Reroof WC PD
8/8/2000 23 Gas/Test/Repairs AP PD
6/26/2000 18 Exterior Lath/Drywall AP PD
6/23/2000 17 Interior Lath/Drywall AP TL
6/2212000 17 Interior Lath/Drywall CO TL NEEDS CLOSED NAILING
6/2/2000 16 Insulation AP PD
5/30/2000 84 Rough Combo AP PD
5/24/2000 84 Rough Combo CO PD ON CARD ONK TO INSULATE
5/12/2000 84 Rough Combo CO PD
3/31/2000 22 Sewer/Water Service AP PD
3/31/2000 39 Final Electrical WC PD
3/21/2000 13 Shear Panels/HD's AP PD
I City of Carlsbad
Address:
Contact Person:
Sewer Dist:
Plan Check #:
Permit #:
Project Name:
Dept: Bul
BLOCK RESIDENCE
NEW SFD 3313SF W/ 2784SF GARAGE 107SF DECK
2451 UNICORNIOST Lot:
JOHN Phone: 7607287489
Water Dist:
RECE WED r 1 .
I
Off 22OOO
CITY OF CARLSBAD -
'NEFRING_DEPARTF.;:
10/23/2000
RESDNTL
SFD
Inspection
inning CMWD St Lite Fire
Date:
Permit Type:
Sub Type:
0
Inspected Date
By: Inspected: " Approved: Disapproved:
Inspected Date
By: ____ Inspected: Approved: ______ Disapproved:
Inspected Date
By: Inspected: Approved: ______ Disapproved:
Comments:
1
1
ON of Carlsbad
Final Building Inspection
Dept: Building Engineering Plannir (iMW St Lite Fire
Plan Check #: Date: 10/23/2000
Permit #: CB991970 Permit Type: RESDNTL
Project Name: BLOCK RESIDENCE Sub Type: SFD
NEW SF0 3313SF W/ 2784SF GARAGE 107SF DECK
Address: 2451 UNICORNIO ST Lot: 0
Contact Person: JOHN Phone: 7607287489
Sewer Dist: Water Dist:
Inspected Date
By: Inspected: Approved: isapproved:
VV
Inspected Date
By: ____ Inspected: Approved: ______ Disapproved:
Inspected Date
By Inspected: Approved: ______ Disapproved: _____
EsGil Corporation
2n fPartners/lip with government for fBui(1ing Safety
DATE: August 11, 1999 ci APPLICANT
U JURIS.
JURISDICTION: Carlsbad U PLAN REVIEWER
U FILE
PLAN CHECK NO.: 99-1970 SET: III
PROJECT ADDRESS: 2451 Unicornio St.
PROJECT NAME: SFD for Block/Heinz
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.
LI The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
Lii The applicant's copy of the check list has been sent to:
Li 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: This plan is being hand carried by the architect. Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone PA'^xL—In Person
REMARKS: I )'lease have the architect submit a letter from the soils engineer confirming that
he reviewed the plans and found that all the soils requirements are incorporated to the
construction documents. 2) Please have the architect show on your set the notes(in ink) he
added to the recommended plans. 001-~
By: Bert Domingo Enclosures:
Esgil Corporation
0 GA J MB EJ 0 PC Log
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576
EsGil Corporation
In !!Partnership with government for Bui&(ing Safety
DATE: July 26, 1999
JURISDICTION: Carlsbad
PLAN CHECK NO.: 99-1970
PROJECT ADDRESS: 2451 Unicornio St.
PROJECT NAME: SFD for Block/Heinz
SET: II
U APPLI NT
JURIS.
O PLAN REVIEWER
U FILE
LI 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.
fl. 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.
LII 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:
Kevin Jogensen
810 W. Los Vallecitos Blvd., Ste. A, San Marcos, CA 92069
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
LI REMARKS:
By: Bert Domingo Enclosures:
Esgil Corporation
C] GA 0MB DEJ DPC 7/16/99 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
Carlsbad 99-1970 II
July 26, 1999
RECHECK PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 2451 Unicornio St.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 7/16/99
REVIEWED BY: Bert
PLAN CHECK NO.: 99-1970
SET: II
DATE RECHECK COMPLETED:
July 26, 1999
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.
The following items have not been resolved from the previous plan reviews. The original
correction number has been given for your reference. In case you did not keep a copy of
the prior correction list, we have enclosed those pages containing the outstanding
corrections. Please contact me if you have any questions regarding these items.
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?
DYes UNo
Carlsbad 99-1970 II
July 26, 1999
. PLANS
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 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 or architect responsible for their preparation,
for plans deviating from conventional woodframe construction. Specify
expiration date of license. (California Business and Professions Code). This will
be checked on final.
EXITS, STAIRWAYS, AND RAILINGS
6. Provide stairway and landing details. Please show how many stringers would
be used. Also, please show the size.
8. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more
than 2 inches in cross-sectional dimension. Handrails projecting from walls shall
have at least 1-112 inches between the wall and the handrail. Section 1006.9.
No response.
GARAGE AND CARPORTS
14. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute
assembly, for openings between garage and dwelling. Section 302.4.
Please see garage door 101 to the circular stairs.
Carlsbad 99-1970 II
July 26, 1999
. 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.
Investigate the potential for seismically induced soil liquefaction and soil
instability in seismic zones 3 and 4. This does not apply to detached,
single-story dwellings. Section 1804.5
. PLUMBING (UNIFORM PLUMBING CODE)
24. Show T and P valve on water heater and show route of discharge line to exterior.
UPC, Section 608.5. The discharge end of the line should be as close to
the floor drain to avoid splashing but not as close as 1" from the top of the
grate.
. MISCELLANEOUS
31. The glass guardrail should be firmly supported on all four edges. Please see
section 2404 of the 94 UBC. A design analysis is required per code.
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 El 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 Bert Domingo at
Esgil Corporation. Thank you.
I
TWIWC~o rp or at i on
In Partnership with government for Building Safety
DATE: June 8, 1999 U APPLICANT
JURISDICTION: Carlsbad U PLAN REVIEWER
U FILE
PLAN CHECK NO.: 99-1970 SET: I
PROJECT ADDRESS: 2451 Unicornio Si.
PROJECT NAME: SFD for Block/Heinz
El The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
LI 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:
Kevin Jorgensen
810 W. Los Vallecitos Blvd., Ste. A, San Marcos, CA 92069
Esgil Corporation staff did not advise the applicant(except by mail) that the plan check has
been completed.
LI 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: Bert Domingo Enclosures:
Esgil Corporation
DGA 0MB DEJ DPC 5/27/99 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
Carlsbad 99-1970
June 8, 1999
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 99-1970 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2451 Unicornio St.
FLOOR AREA: 3514.50 SQ. FT STORIES: TWO
[F[e1I
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: June 8, 1999
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 5/27/99
PLAN REVIEWER: Bert Domingo
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 99-1970
June 8, 1999
. PLANS
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 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 or architect responsible for their preparation,
for plans deviating from conventional wood frame construction. Specify
expiration date of license. (California Business and Professions Code).
. FIRE PROTECTION
3. Show locations of permanently wired smoke detectors with battery backup:
Inside each bedroom.
Centrally located in corridor or area giving access to sleeping rooms.
On each story.
In the basement, if part of the dwelling unit.
When sleeping rooms are upstairs, at the upper level in close proximity to
the stair.
In rooms adjacent to hallways serving bedrooms, when such rooms have
a ceiling height 24 inches or more above the ceiling height in the hallway.
NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit.
Section 31 0.9.1.
. GENERAL RESIDENTIAL REQUIREMENTS
4. Provide mechanical ventilation capable of providing five air changes per hour in
bathrooms, water closet compartments, laundry rooms and similar rooms if
required openable windows are not provided. Section 1203.3.
Carlsbad 99-1970
June 8, 1999
EXITS, STAIRWAYS, AND RAILINGS
5. Guardrails (Section 509.1):
Shall have a height of 36".
Shall be detailed showing adequacy of connections to resist the horizontal
force prescribed in Table 16-13. Please submit calculations also.
Openings between railings shall be less than 4". The triangular openings
formed by the riser, tread and bottom element of a guardrail at a stair shall
be loss than 6".
6. Provide stairway and landing details. Sections 1006.3, 1006.15 and 1006.2.
Maximum rise is 7" and minimum run is 11". When the stairs serves less
than 10 occupants, or serves an unoccupied roof, rise may be 8"
maximum and run 9" minimum.
Minimum headroom is 6'-8".
C) Minimum width is 36".
7. Handrails:
Handrails and extensions shall be 34" to 38" above nosing of treads and
be continuous.
Except for private stairways, at least one rail shall extend 12" beyond top
and bottom risers.
All stairs shall have handrails terminating in a newel or safety post.
Section 1006.9.
8. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more
than 2 inches in cross-sectional dimension. Handrails projecting from walls shall
have at least 1-1/2 inches between the wall and the handrail. Section 1006.9.
9. Provide details of winding stairway complying with Section 1006.4:
Minimum tread is 6 inches at any point and minimum 9 inches at a point
12 inches from where the treads are narrowest.
Maximum rise is 8 inches.
Minimum width is 36 inches.
10. The walls and soffits of the enclosed usable space under interior stairs shall be
protected on the enclosed side as required for one hour fire-resistive
construction. Section 1006.12.
Carlsbad 99-1970
June 8, 1999
II. Provide skylight details to show compliance with Sections 2409 and 2603, or
specify on the plans the following information for the skylight(s), per Section
106.3.3:
Manufacturer's name.
Model name/number.
ICBO approval number, or equal.
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.
Note on the plans: "Attic ventilation openings shall be covered with
corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension."
Section 1505.3.
GARAGE AND CARPORTS
Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly,
for openings between garage and dwelling. Section 302.4. Please see garage
door 101 to the circular stairs.
. 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.
Investigate the potential for seismically induced soil liquefaction and soil
instability in seismic zones 3 and 4. This does not apply to detached, single-
story dwellings. Section 1804.5
. MECHANICAL (UNIFORM MECHANICAL CODE)
Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree
elbows. UMC, Section 504.3.2.
Carlsbad 99-1970
June 8, 1999
. ELECTRICAL (NATIONAL ELECTRICAL CODE)
Show on the plan the amperage of the electrical service, the location of the
service panel and the location of any sub-panels. If service is over 200 amps,
submit single line diagram, panel schedule and load calculations.
Note. on the plans that receptacle outlet locations will comply with 1993 NEC Art.
210-52(a).
For a single-family dwelling unit (and for each unit of.a duplex), show that at least
one receptacle outlet accessible at grade level will be installed outdoors at the
front and back of the dwelling. NEC Art. 210-52 (e). This receptacle must be
GFCI protected. -
Show on the plans that countertop receptacle outlets comply with 1993 NEC Art.
210-52(c), which reads as follows:
In kitchens and dining areas of dwelling units a receptacle outlet shall be
installed at each counter space wider than 12 inches. Receptacles shall be
installed so that no point along the wall line is more than 24 inches measured
horizontally from a receptacle outlet in that space. Island and peninsular
countertops 12 inches by 24" long (or greater) shall have at least one receptacle
for each four feet of counter top. Counter top spaces separated by range tops,
refrigerators, or sinks shall be considered as separate counter top spaces.
Show on the plan that receptacle outlets in hallways comply with 1993 NEC Art.
210-52(h), which reads as follows:
For hallways of 10 feet or more in length at least one receptacle outlet shall be
required.
Show on the plan that ground-fault circuit-interrupter protection complies with
1993 NEC Art. 210-8, which reads as follows:
All 125-volt, single-phase, 15- and 20- ampere receptacles installed in
bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink.
. PLUMBING (UNIFORM PLUMBING CODE)
Show T and P valve on water heater and show route of discharge line to exterior
UPC, Section 608.5.
Show that water heater is adequately braced to resist seismic forces. Provide
two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the
tank). UPC, Section 510.0
Carlsbad 99-1970
June 8, 1999
. ENERGY CONSERVATION
Please show on the sections the recommended R-value for the insulation of the
roof, walls and floor.
. CARLSBAD S.F.D. & DUPLEX SUPPLEMENT
New residential units must be pre-plumbed for future solar water heating. Note
that two roof jacks must be installed where the water heater is in the one story
garage and directly below the most south facing roof (City Ordinance No. 8093).
Note that two 3/4" copper pipes must be installed to the most convenient future
solar panel location when the water heater is not in a one story garage and is not
directly below the most south facing roof. (City Ordinance No. 8093).
All piping for present or future solar water heating must be insulated when in areas
that are not heated or cooled by mechanical means (city policy).
. MISCELLANEOUS
Please show how the apex of the tower is supported.
The glass guardrail should be firmly supported on all four edges. Please see
section 2404 of the 94 UBC.
Please apply the volume factor for the glu lam beams. See section 23 12.4.5
The recommended garage doorheader size is not what is shown on the plan.
Please clarify.
Please show the grade of the glu lam beams on the plans. The cantilevered glu
lam beams of 24F V4 could only have 1200 psi bending stress.
Camber is normally based on DL deflection multiplied by 1.5. Please submit
calculations. The cantilevered beams may need negative camber.
It seems that the only DL considered in the lateral analysis are the roof and floor
loads. Please consider the exterior and interior walls also.
The detail 13/11, along line 2.5 @ the roof level, seems not applicable. Please
clarify. The joists are parallel with the shear wall not perpendicular as depicted
on the detail.
Car1sbad 99-1970
June 8, 1999
A drag collector is required to collect and transfer the tributary loads to the
designed shear wall. Please submit analysis and show detail for the.drag
connection to the shear wall and cross reference to the framing plan.
Please cross reference the holdown details to the framing plan.
The lower level along grid lines 2.5 & 3 should be the tributary load of 349(77/2)
because the diaphragm is flexible. Please check the other shear wall lines also.
A complete structural plan check will be made when all the structural comments
above are met.
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 E3 No E3
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 Bert Domingo at
Esgil Corporation. Thank you.
Carlsbad 99-1970
June 8, 1999
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1970
PREPARED BY: Bert Domingo DATE: June 8, 1999
BUILDING ADDRESS: 2451 Unicornio St.
BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N
BUILDING PORTION BUILDING AREA
(ft.2)
VALUATION
MULTIPLIER
VALUE
($)
Air Conditioning
Fire Sprinklers
TOTAL VALUE ** $ 335,698.00
1994 UBC Building Permit Fee Bldg. Permit Fee by ordinance: $ 1447.08
1994 UBC Plan Check Fee Plan Check Fee by ordinance: $ 940.60
Type of Review: • Complete Review LI Structural Only LI Hourly
LI Repetitive Fee Applicable fl Other:
Esgil Plan Review Fee: $ 752.48
Comments: ** Valuation was taken from the city's estimate.
Sheet I of I
macvalue.doc 5196
Date:
Date:
Date:
..! 4. S
Nov 11111111111"in ILWA City of Carlsbad
BUILDING PLANCHECK CHECKLIST
DATE: ___ PLANCHECK NO.: CB2117
BUILDING ADDRESS: ,9fJ Sf LJvic_crAr-6 Sir.
PROJECT DESCRIPTION: ____________________________________
ASSESSOR'S PARCEL NUMBER: t, - EST. VALUE:
ENGINEERING DEPARTMENT
1;JJ'WL'I1
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 see the attached report of deficiencies
marked with Make necessary corrections to plans
or specificatiàns for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
FOR OFFICIAL USE
AUTHORIZATION TO ISSUE BUILDING PERMIT:
-4..IIMENTS . . ENGINEERING DEPT. CONTACT PERSON
Name: JOANNE JUCHNIEWICZ D Dedication Application
El Dedication Checklist City of Carlsbad
0 Improvement Application . Address: 2075 Las Palmas Dr., Carlsbad, CA 92009
0 Improvement Checklist Phone: (619)438-1161, ext. 4510
Future Improvement Agreement CFD INFORMATION
El Grading Permit Application Parcel Map No:
0 Grading Submittal Checklist Lots:
0 Right-of-Way Permit Application Recordation:
E] Right-of-Way Permit Submittal Checklist Carlsbad Tract:
and Information Sheet
Sewer Fee Information Sheet A-4
CA 92009-1576 . (760) 438-1161 . FAX (760) -11a69 19
I
BUILDING PLANCHECK CHECKLIST
c% d- 7
CQ5
p'irC I6'-71çt
SITE PLAN
1 S
>(.
NDI 3RD
,,J2( 1. Provide a fully dimensioned site plan drawn to scale. Show:
North Arrow
Existing & Proposed Structures
Existing Street Improvements
/2. Show on site plan:
to
m!'
Property Lines
F Easements
Right-of-Way Width & Adjicerit Streets
Drivewy widths
o
A. Drainage Patterns
Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
Existing & Proposed Slopes and Topography
U 3. Include on title sheet:
Site address
Assessor's Parcel Number
Legal Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
DISCRETIONARY APPROVAL COMPLIANCE
U 4a. Project does not comply with the following Engineering Conditions of approval for
Project No.
0 0 0 4b. All conditions are in compliance. Date:
U:WORODOCSCHKLSTBuiIdIng Plaflthecic Mist BP000I Form JJ.doc 2 . Rev. 12126196
BUILDING PLANCHECK CHECKLIST
2NDI 3RD/
i~ U U
DEDICATION REQUIREMENTS
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 1,4u 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
U U 6a. All needed public improvements upon and adjacent to the building site must be
Y 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:
0 0 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:
H:tWORO%DOCSCHKLSflBuiing Plancheck Cklst BP000I Fwm JJ.doc 3 Rev. I8i9O
BUILDING PLANCHECK CHECKLIST
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 adiacent 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.
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 U 7d.No Grading 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
H:WORDDOCSCHKLSflBuilding Plancheck Cldst BP000I Form JJ.doc Rev. 12120190
2' 3rd/
A SEWER PERMIT is required concurrent with the building permit issuance. The
fee is noted in the fees section on the following page. j,-J? c a
INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for
assistance.
Industrial Waste permit accepted by:
Date:
U U 11. 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. a'uired fees are attached
U No fees required
U U U 13. Additional Comments:
H:WORDDOCSCHKLSflBuiIding Plancfled, CkI5t BP0001 Form JJ.doc 5 Rev. 12126198
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
0 Estimate based on unconfirmed information from applicant.
Q-"EIcuIation based on building plancheck plan submittal.
Address: A51 Ui Bldg. Permit No.C_Pj',99 2'
Prepared by: _3 Date: Checked by: Date:
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: SER Sq. Ft./Units: EDU's: I
Types of Use: Sq. Ft./Units: EDU's:
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use: &fp, Sq. Ft./Units: ADT's:
Types of Use: Sq. Ft./Units: ADI's:
FEES REQUIRED:
WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)
PARK-IN-LIEU FEE PARK AREA & #:
FEE/UNIT: X NO. UNITS:______
2. TRAFFIC IMPACT FEE
ADT's/UNITS: I X FEE/ADT: 8-20
TRANSPORTATION ADTS X $10
12'3. BRIDGE AND THOROUGHFARE FEE (01ST. #1 .-"DIST. #2 01ST. #3
ADT's/UNITS: I X FEE/ADT: =$ 53c
e'-4.*. FACILITIES MANAGEMENT FEE ZONE:_ bl ________
UNIT/SQ.FT.:I X FEE/SQ.FT./UNIT:.? ( en. $ 310
0- 5. SEWER FEE
PERMIT No.
EDU's: X. FEE/EDU: = $ Leciccj ru..
BENEFIT AREA: DRAINAGE BASIN:_______
EDU's: X FEE/EDU:_______
k38EWER LATERAL ($2,500)
121" 7. DRAINAGE FEES PLDA 0 HIGH
ACRES: - _3' O X FEE/AC:
TOTAL OF ABOVE FEES*: $
*NOTE: This calculation sheet is NOT a complete list of all fees which may be due.
Dedications and Improvements may also be required with Building Permits.
P:DOCSMISFORMSFEE CALCULATION WORKSHEET REV 4/29/99
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PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No B ON1?1() Address ?15f OA1IWP4'i
Planner JiJJL.- 1r7131C_- Phone (619) 438-1161, extension
.APN:
Type of Pr •ect & Use: f72 - Net Project Density:DU/AC
Zoning:__________ General Plan: Facilities Management Zone:
CFD IinIn,itl #_Date of participation: Remaining net dev acres:______ Circle One
cm M (For non-residential development: Type of land used created by
this permit:_______________________________________________ cc N
(Z~Legend: Item Complete Item Incomplete - Needs your action
E Environmental Review Required: YES NO TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required: YES NO TYPE
APPROVAL/RESO. NO. DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:__________________________________________________
Lci Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? )(ES _ N04
CA Coastal Commission Authority?/ YES NO
If California Coastal Commission Author$: Contact them at - 3111 Camino Del Rio North, Suite
200. San Diego CA 92108-1725; (6 11 521-8036
Determine status (Coastal Perft Required or Exempt):
Coastal Permit DeterminatioptForm already completed? YES NO____ If NO, complete Coastal Permitp'etermination Form now.
Coastal Permit Determinp{ion Log #:
Follow-Up Actions: /
1) Stamp Buildinj Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans)./
.2) Complete C,6astal Permit Determination Log as needed.
0 Inclusionary Housing Fee required: YES NO (Effective date of inclusionary Housing Ord' nany May 21, 1993.1
Data Entry Completed? YES V NO
(AIP/Ds, Activity Maintenance, enter CB#. toolbar, Screens. Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!)
Site Plan:
0 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow,
property lines, easements, existing and proposed structures, streets, existing
street improvements, right-of-way width, dimensional setbacks and existing
topographical lines.
fo 2. Provide legal description of property and assessor's parcel number.
Zoning:
Setbacks:
-
Front: Required Shown Interior Side: Required '7 E Shown Street Side: Required Shown Rear: Required /51, Shown T7JSi
Accessory structure setbacks:
Front: Required Shown Interior Side Re Shown Street Side:: equired Shown Rear: Required Shown Structur eoaration: Reauired Shown
Lot Coverage:
LP Height:
Required k Shown_ 6,70 _____
Required
i
Shown
0 0 5. Parking: Spaces Required "3-..... Shown
Guest Spaces Required • Shown
0 0 0 Additional Comments_____________________________________________________
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 11 DATE b/f 2
G(O1ECfLL SUMMA CIIUALcC,1TN1TS
810W. Los Vallecitos, Ste A • San Marcos CA-92069 (760) 752-7010. Fax (760) 752-7092
Date: August 12, 1999
To: City of Carlsbad
Building Inspection Department
2075 Las Palmas Drive
Carlsbad, CA
Re: Proposed Block/Heinz Residence, to be Located at 2451 Unicornio, Carlsbad, CA.
Subject: Plan Review Letter
References: 1) "Geotechnical Investigation and Foundation Recommendations for the Proposed
Block Residence to be Located at 2451 Unicornio Street, Carlsbad, California.", dated
August 3, 1999, prepared by Engineering Design Group.
2) "Structural Drawings", Sheets 7,10, Block/Heinz Residence, prepared by Engineering
Design Group.
In accordance with your request, we have reviewed the project geotechnical report (Reference No. 1) and the
structural plans prepared by Engineering Design Group (Reference No. 2). Based on our review, the
referenced plans and specifications meet the minimum requirements of the geotechnical report for the
proposed site improvements.
The following exceptions need to be addressed:
On Sheet 7, in the Foundation Notes, concrete for the building foundation should have a minimum
compressive strength in 28 days of 2,500 psi.
On Sheet 7, in the Foundation Notes, concrete slabs on grade at garage locations should have a
minimum thickness of 5 inches per the referenced soils report.
On Sheet 10, Foundation Detail 7, minimum parameter for footing width and depth below lowest
adjacent grade should be changed from 12 inches wide by 12 inches deep to the minimum
recommendation of the project soils report, 15 inches wide by 18 inches deep.
On Sheet 10, Foundation Details where sand bed is referenced below concrete slab should include
a visqueen layer (10 mil.) placed mid-height in a 4" sand bed to act as a vapor retarder.
If you have any questions regarding this letter, or if we can be of further service, please do not hesitate to
contact our office.
Sincerely,
ENGINEI? A
G DESIGN GROUP
Erin
Staff
Page No. I
Job No. 991982-1,2 MandyfflMLETTEMErrER 19911982-1,2 BLOCK PLAN REVIEW LETTER.wpd
/q70
810W. Los Vallecitos, Ste A • San Marcos CA-92069 (760) 752-7010. Fax (760) 752-7092
FOOTING/CAISSON OBSERVATION SUMMARY
Date: September 15, 1999
Project Name: BLOCK RESIDENCE
Location: 2451 UNICORNIO STREET, CARLSBAD, CA
Standard Footings for Slab on Grade Floors
Permit No:
Referenced Geotechnical Report(s): "GEOTECHNICAL INVESTIGATION AND FOUNDATION
RECOMMENDATIONS, FOR THE PROPOSED BLOCK RESIDENCE, LOCATED AT 2451 UNICORNIO STREET,
CARLSBAD, CALIFORNIA", Project No: 991928-1, dated August 3, 1999, prepared by Engineering Design
Group.
Code: 1994 U.B.C.
Observation of Summa
I1 :Initials A representative of E.D.G. observed on-site soil conditions. Soil
conditions for the proposed residence are substantially in conformance with those
assumed in the geotechnical report.
0-.Initials A representative of E.D.G. observed and measured footing excavation depth/width
for the proposed residence. Footing excavations extend to proper depth and
bearing strata, and are in general conformance with recommendations of the
referenced geotechnical report.
0—initials A representative of E.D.G. measured footing setback from slope face. The setback
was in general accordance with the recommendations of the geotechnical report.
Comments:
Notes to Suoerintendent/Foreman
Footing/caisson excavations should be cleaned of loose debris and thoroughly moistened just prior
to placing concrete.
In the event of a site change subsequent to our footing/caisson observation and prior to concrete
placement (i.e., heavy rain, etc.), we should be contacted to perform additionalisite observations.
Notes to Building Inspector'
1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil
expansion index test results are contained in the As-Graded Geotechnical Report provided at the
completion of grading (IF APPLICABLE).
9-15-99
Representative DESIGN GROUP Date
Job No. 991982-1,2,7
FRM991982-2 BLOCK RESIDENCE FOOTING INSPECTION 9.15-99.wpd
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810W. Los Vallecitos, Ste A • San Marcos CA-92069 (760) 752-7010•Fax (760) 752-7092
a
GEOTECHNICAL INVESTIGATION AND FOUNDATION
RECOMMENDATIONS,
FOR THE PROPOSED BLOCK RESIDENCE
TO BE LOCATED ON 2451 UNICORNIO STREET,
CARLSBAD, CALIFORNIA
Ri
No.47672
cc
1Th lul Exp. 12-99
Project No.: 991928-2
August 3, 1999
PREPARED FOR:
Jerry Block and Jessica Heinz
605 Marazon Lane
Vista, CA 92083
CI? ?(T P77')
TABLE OF CONTENTS
SCOPE .........................
Page
.....................................
SITE AND PROJECT DESCRIPTION .................................... 3
FIELD INVESTIGATION ................................................3
SUBSOIL CONDITIONS .................................................4
LIQUEFACTION ..........- .............................................5
CONCLUSIONS AND RECOMMENDATIONS . ...............................6
GENERAL..........................................................6
EARTHWORK........................................................6
FOUNDATIONS .......................................................7
CONCRETE SLABS ON GRADE ..........................................8
RETAINING WALLS ...................................................10
SURFACE DRAINAGE.. I ................................................ 11
CONSTRUCTION OBSERVATION AND TESTING ..........................12
MISCELLANEOUS ..................................................... 12
ATTACHMENTS
Site Vicinity Map .............................................Figure No. 1
Site Location Map ...........................................Figure No. 2
Site Plan/Location of Trench Excavations ........................Figure No. 3
Trench Logs ...............................................Figures No. 4-5
References ................................................Appendix A
Grading Specifications .......................................Appendix B
Laboratory Testing Procedures ................................Appendix C
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II SCOPE
This report presents the results of our geotechnical investigation and evaluation for the
I proposed single family residence to be located at 2451 Unicornio Street, in the City of
Carlsbad, California. Please see Figure No. 1, "Site-Vicinity Map," and Figure No. 2, "Site
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.Location Map." The scope of our work, conducted on-site to date, has included a visual
reconnaissance of the property and neighboring sites, a limited subsurface investigation,
and preparation of this report presenting our findings, conclusions, and recommendations.
SITE AND PROJECT DESCRIPTION
The subject property consists of a rectangularly shaped lot located on the east side of
Unicornio Street, in the City of Carlsbad, County of San Diego, California. The subject site
is bordered to the north, south, and east by developed residential properties, and to the
west by Unicornio Street. The topography of the site area consists of hilly terrain. The site
consists of a flat graded pad with a small descending slope to the west, and a small
ascending slope to the north. Recently the lot has been grubbed, and most low lying
grasses and other weed growth removed.
Based on our discussions with the project architect and client, we understand the proposed
site development will consist of a new two story residence, with a rear yard pool, a site
retaining wall at the north end of the property (less than 4 feet in height), and other typical
improvements associated with the construction of a new home.
FIELD INVESTIGATION
Ourfield investigation of the property, conducted Monday July19, 1999, consisted of a site
reconnaissance, site field measurements, observation of existing conditions onsite and on
adjacent sites, and a limited subsurface investigation of soil conditions. Our subsurface
investigation consisted of visual observation of two trench excavations, logging of soil types
encountered, and sampling of soils for laboratory testing; logs of the trench excavations
are presented in Figures 4-5 of this report. The trenches were excavated under the
direction of a civil engineer from our firm. The locations of the trench excavations are given
in Figure No. 3, "Site Plan/Location of Trench Excavations".
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SUBSOIL CONDITIONS
Materials consisting of topsoil/fill underlain by meta-volcanic rock were encountered during
our subsurface investigation of the area: Soil types encountered within our test pits are
described as follows:
Topsoil/fill:
Topsoil/fill materialsassociated with the original mass grading of the lot were found
to mantle the site. Fill\topsoils encountered extended to depths approximately 20-
24 inches below existing grade. These materials consist of grey to tan, dry to
slightly moist, loose to medium dense, slightly silty sand. These materials are not
considered suitable for the support of structures and structural
improvements, but may be utilized as re-compacted fill during grading,
provided the recommendations of this report are followed. It is anticipated
that the pad area will be undercut or ripped to a minimum depth of 30 inches
below existing site grade, soils scarified, moisture conditioned, and re-
compacted prior to construction. Fill materials classify as SW according to the
Unified Classification System, and based on visual observation, are considered to
possess relatively low levels of expansion.
Metavolcanic Rock:
Fractured metavolcanic rock was found to underlie fill\topsoil profiles in our test pits.
Rock profiles consist of tan, slightly fractured very hard rock. These materials are
considered suitable for the support of structures and structural
improvements, provided the recommendations of this report are followed.
Rock profiles will likely be marginally rippable to shallow depths (2-3 ft. into unit)
with heavy duty grading equipment. For excavations greater than 2-3 ft. into the
unit, blasting may be required. Based on our understanding of the proposed site
improvement, deep cuts into the metavolcanic rock profiles are not proposed.
SandstOne materials classify as SW according to the Unified Classification System,
and based on visual observation and our experience, possess expansion potentials
in the low range.
For detailed logs of soil types encountered within the trench excavations, as well as a
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depiction of the trench locations, please see Figure No. 3, "Site Plan/Location of
Exploratory Trenches," and Figures No. 4-5, "Trench Logs."
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LIQUEFACTION
It is our opinion that the site could be subjected to moderate to severe ground shaking in
the event of a major earthquake along any of the faults in the Southern California region.
However, the seismic risk at this site is not significantly greater than that of the surrounding
developed area.
Liquefaction of cohesionless soils can be caused by strong vibratory motion due to
earthquakes. Research and historical data indicate that loose, granular soils underlain by
a near-surface ground water table are most susceptible to liquefaction, while the stability
of most silty clays and clays is not adversely affected by vibratory motion. Because of the
dense nature of the shallow rock profiles underlying the site and the absence of a
near surface groundwater table, the potential for liquefaction or seismically-induced
dynamic settlement at the site is considered low. The effects of seismic shaking can
be reduced by adhering to the most recent edition of the Uniform Building Code and
current design parameters of the Structural Engineers Association of California.
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CONCLUSIONS AND RECOMMENDATIONS
GENERAL
In general, it is our opinion, that site improvements as described herein are feasible from
a geotechnical standpoint, provided the recommendations of this report and generally
accepted construction practices are followed.
The following recommendations should be considered as minimum design parameters,
and shall be incorporated within the project plans and utilized during construction, as
applicable.
i I EARTHWORK
Any grading should be performed in accordance with the following recommendations,
I pertinent county/city standards, and grading specifications provided in Appendix B of this
report.
Site Preoaration:
Prior to grading, areas of proposed improvement should be cleared of surface
I and subsurface debris. Removed vegetation and debris shall be properly
disposed of prior to the commencement of any fill operations. Holes resulting
from the removal of debris, existing structures, or other improvements, which
I extend below the undercut depths noted, are to be filled and compacted using
onsite material or a non-expansive import material.
Removals:
Topsoil/fill material found to mantle the site within our exploratory trench
I excavations are not suitable for the structural support of settlement sensitive
improvements in their present state., To mitigate the condition of these
materials, we recommend a 1 ft removal across the surface of the lot and
I subsequent deep ripping, moisture conditioning and compaction of remaining
subgrade to a depth of 24 inches. During the deep ripping process, the
grading contractor shall perform 3 exploratory excavations in the ripped
I subgrade material to confirm the ripping has extended into the upper
weathered profiles of the underlying rock. Subsequent to the completion of
the ripping and compaction process, removed surface materials (upper 1 ft.)
I . should be replaced, moisture conditioned and compacted. Removals should
be conducted to a minimum horizontal distance of 5 feet outside the perimeter
footprint of the building and improvements.
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C:FILEUOBS%1.JOBS99991928-2 BLOCK RESIDENCE- GEO INVESTIGATION -UNICORNIS ST - CARLSBAD.wpd
3. Fills:
Areas to receive fill and/or structural improvements should be compacted to
at least 90 percent relative compaction (based on ASTM D1557-91).
Compacted fills should be cleaned of loose debris, oversize material in excess
of 6 inches in diameter, brought to near optimum moisture content, and re-
compacted to at least 90 percent relative compaction (based on ASTM
D1557-91). All fill slopes should be compacted to 90 percent relative
compaction to slope face and planted in order to avoid erosion and sloughage.
Fills should generally be placed in lifts not exceeding 8 inches in thickness.
If the import of soil is planned, the soils should be non-expansive and free of
debris and organic matter. Prior to importing, soils should be visually
observed, sampled and tested at the borrow pit area to evaluate soil suitability
as fill.
FOUNDATIONS
In deriving foundation recommendations for this site, the subsoil conditions encountered
during our limited subsurface evaluation were analyzed. Based on conversations with the
project architect, we anticipate that the proposed building foundation system will utilize
concrete slab on grade floor systems. The following foundation recommendations assume
a non-expansive subsoil condition (i.e., Expansive Index less than 50). If foundation
systems necessitate deepening to ensure foundations are bearing on formational
materials, the structural engineer should review footing detail and make modifications as
deemed necessary. Minimum design parameters for foundations are as follows:
Footings bearing in competent formational materials may be designed utilizing
maximum allowable soils pressure of 1,000 psf (Code minimum).
Bearing values may be increased by 33% when considering wind, seismic or other
short duration loadings.
All loose soil found at the base of footings, when the excavation is opened, shall
be removed and extended to firm undisturbed soils. The owner and/or contractor
should carefully locate the foundation so that no isolated pads or corners of
footings are located over loose subgrade material.
I 4. The following parameters should be used as a minimum for designing footing
width and depth below lowest adjacent grade:
I Depth Below
Lowest Adjacent
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Floors Supported Width
1 15 inches
Grade
18 inches
2 15 inches 18 inches
3 18 inches 24 inches
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I C:FlLEUOBS1 JOBS99991928-2 BLOCK RESIDENCE GEO INVESTIGATION .UNICORNIS ST - CARLSBAD.wpd
For footings adjacent to slopes, a minimum 10 feet horizontal setback, as
measured horizontally from the bottom of the footing to slope daylight in I formational materials or properly compacted fills, should be maintained.
All footings should be reinforced with a minimum of two #4 bars at the top and two
1 #4 bars at the bottom (3 inches above the ground).
All isolated spread footings should be designed utilizing the above given bearing
I values and footing depths, and be reinforced with #4 bars at 12 inches o.c. in each
direction (3 inches above the ground). Isolated spread footings should have a
minimum width of 24 inches.
1 8. Grading should be performed in general accordance with the contents of this
report, applicable city and/or county standards, and Appendix B of this report.
1 . Concrete forthe building foundation should have a minimum compressive strength
in 28 days of 2,500 psi. A large rock pump mix (i.e., 3/4 inch aggregate) should
I be utilized with a fiber mix additive in an amount specified by the supplier.
10. All foundation subgrade soils shall be pre-moistened a minimum of 18 inches in
depth prior to the pouring of concrete.
CONCRETE SLABS ON GRADE
Concrete slabs on grade are anticipated for the proposed construction. Minimum design
parameters for concrete slabs on grade are as follows:
1. Concrete slabs on grade should have a minimum thickness of 4 inches (5 inches
for driveway and garage slabs), and should be reinforced with #3 bars at 18 inches
o.c. placed at the midpoint of the slab.
All concrete shall be poured per the following:
Slump: Between 3 and 4 inches maximum
Aggregate Size: 3/4 - 1 inch
Air Content: 5 to 8 percent
Moisture retarding additive in concrete at moisture sensitive
areas. (Example: SIKA Red Label).
Water to Cement Ratio: .5 maximum
All required fills used to support slabs, should be placed in accordance with the
grading section of this report and the attached Appendix B, and compacted to 90
percent Modified Proctor Density, ASTM D-1557.
A uniform layer of 4 inches of clean sand is recommended under the slab in order
to more uniformly support the slab, help distribute loads to the soils beneath the
slab, and act as a capillary break. In addition, a visqueen layer (10 mil.) should be
placed mid-height in the sand bed to act as a vapor retarder.
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4. Adequate control joints should be installed to control the unavoidable cracking of
I concrete that takes place when undergoing its natural shrinkage during curing.
The control joints should be well located to direct unavoidable slab cracking to
areas that are desirable by the designer.
1 5. All subgrade soils to receive concrete flatwork are to be pre-soaked to 4 percent
over optimum moisture content to a depth of 24 inches.
Brittle floor finishes placed directly on slab on grade floors may crack if concrete
is not adequately cured prior to installing the finish or if there is minor slab
movement. To minimize potential damage to movement sensitive flooring, we
recommend the use of slip sheeting techniques (linoleum type) which allows for
foundation and slab movement without transmitting this movement to the floor
finishes.
Exterior concrete flatwork and driveway slabs, due to the nature of concrete
hydration and minor subgrade soil movement, are subject to normal minor
concrete cracking. In order to minimize expected concrete cracking, the following
recommendations may be implemented:
Concrete slump should not exceed 4 inches.
Concrete should be poured during "cool" (40 -. 65 degrees) weather if
possible. If concrete ispoured in hotter weather, a set retarding additive
should be included in the mix, and the slump kept to a minimum.
I . Concrete subgrade should be presoaked prior to the pouring of concrete.
The level of presoaking should be a minimum of 2 percent over optimum
moisture to a depth of 24 inches.
Concrete may be poured with a 10 inch deep thickened edge.
Concrete should be constructed with tooled joints or sawcuts (1 inch deep)
creating concrete sections no larger than 225 square feet. For sidewalks,
the maximum run between joints should not exceed 5 feet. For rectangular
shapes of concrete, the ratio of length to width should generally not exceed
.6 (i.e., 5 feet long by 3 feet wide). Joints should be cut at expected points
of concrete shrinkage (such as male corners), with diagonal reinforcement
placed in accordance with industry standards.
Drainage adjacent to concrete flatwork should direct water away from the
improvement. Concrete subgrade should be sloping and direct to the
collective drainage system, such that water is not trapped below the flatwork.
The recommendations set forth herein are intended to reduce cosmetic
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nuisance cracking. The project concrete contractor is ultimately responsible
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for concrete quality and performance, and should pursue a cost-benefit
analysis of these recommendations, and other options available in the
industry, prior to the pouring of concrete.
I RETAINING WALLS
I Retaining walls up to 8 feet may be designed and constructed in accordance with the
following recommendations and minimum design parameters:
Retaining wall footings should be designed in accordance with the allowable
bearing criteria given in the "Foundations" section of this report.
Unrestrained cantilever retaining walls should be designed using an active
equivalent fluid pressure of 35 pcf. This assumes that granular, free draining
material will be used for backfill, and that the backfill surface will be level. For
I sloping backfill, the following parameters may be utilized:
Condition 2:1 Slope 1.5:1 Slope
Active 50 65
Any other surcharge loadings shall be analyzed in addition to the above values.
If the tops of retaining walls are restrained from movement, they should be
designed for an additional uniform soil pressure of 7XH psf, where H is the height
of the wall in feet.
Passive soil resistance may be calculated using an equivalent fluid pressure of
350 pcf. This value assumes that the soil being utilized to resist passive pressures,
extends horizontally 2.5 times the height of the passive pressure wedge of the soil.
Where the horizontal distance of the available passive pressure wedge is less than
2.5 times the height of the soil, the passive pressure value must be reduced by the
percent reduction in available horizontal length.
A coefficient of friction of .35 between the soil and concrete footings may be
utilized to resist lateral loads in addition to the passive earth pressures above.
Retaining walls should be braced and monitored during compaction. If this cannot
be accomplished, the compactive effort should be included as a surcharge load
when designing the wall.
All walls shall be provided with adequate back drainage to relieve hydrostatic
pressure, and be designed in accordance with the minimum standards contained
in the "Retaining Wall Drainage Detail," Appendix B.
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Retaining wall backfill should be placed and compacted in accordance with the
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. "Earthwork" section of this report. Backfill shall consist of a non-expansive,
granular, free draining material.
SURFACE DRAINAGE
Adequate drainage precautions at this site are imperative and will play a critical role on the
future performance of the dwelling and improvements. Under no circumstances should
water be allowed to pond against or adjacent to footings, foundation walls, or tops of
slopes. The ground surface surrounding proposed improvements should be relatively
impervious in nature, and slope to drain away from the structure in all directions, with a
minimum slope of 3 percent for a horizontal distance of 7 feet (where possible). Area
drains or surface swales should then be provided to accommodate runoff and avoid any
ponding of water. Roof gutters and downspouts shall be installed on the new structure and
tightlined to the area drain system. All drains should be kept clean and unclogged,
including gutters and downspouts. Area drains should be kept free of debris to allow for
proper drainage. During periods of heavy rain, the performance of all drainage systems
should be inspected. Problems such as gullying or ponding should be corrected as soon
as possible. Any leakage from sources such as water lines should also be repaired as
soon as possible. In addition, the irrigation of planter areas, lawns, or other vegetation,
located adjacent to the foundation or exterior flat work improvements, should be strictly
controlled or avoided.
CONSTRUCTION OBSERVATION AND TESTING
The recommendations provided in this report are based on subsurface conditions
disclosed by our investigation of the project area. Interpolated subsurface conditions
should be verified in the field during construction. The following items shall be conducted
prior/during construction by a representative of Engineering Design Group in order to verify
compliance with the geotechnical and civil engineering recommendations provided herein,
as applicable. The project structural and geotechnical engineers may upgrade any
condition as deemed necessary during the development of the proposed improvement(s).
1. Review of final approved project grading and structural plans prior to start of work.
Observation of removal/scarification bottom.
Observation and testing of any fill placed, including retaining wall backfill and utility
trenches backfill.
Foundation excavation observation prior to placement of reinforcement.
Observation during placement of surface and subsurface drainage systems,
including retaining wall back drains.
Field observation of any "field change" condition involving soils.
Walk through prior to final approval of proposed improvement(s).
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The project soils engineer may at their discretion deepen footings or locally recommend
additional steel reinforcement to upgrade any condition as deemed necessary during site
observations.
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Engineering Design Group shall, prior to the issuance of the certificate of occupancy, issue
in writing that the above inspections have been conducted by a representative of their firm,
and the design considerations of the project soils report has been met. The field inspection
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protocol specified herein is considered the minimum necessary for Engineering Design
Group to have exercised "due diligence" in the soils engineering design aspect of this
building. Engineering Design Group assumes no liability for structures constructed utilizing
this report not meeting this protocol.
MISCELLANEOUS
It must be noted that no structure or slab should be expected to remain totally free of
cracks and minor signs of cosmetic distress. The flexible nature of wood and steel
structures allows them to respond to movements resulting from minor unavoidable
settlement of fill or natural soils, the swelling of clay soils, or the motions induced from
seismic activity. All of the above can induce movement that frequently results in cosmetic
cracking of brittle wall surfaces, such as stucco or interior plaster or interior brittle slab
finishes.
Data for this report was derived from surface observations at the site, knowledge of local
conditions, and a visual observation of the soils exposed in the exploratory trenches. The
recommendations in this report are based on our experience in conjunction with the limited
soils exposed at this site and neighboring sites. We believe that this information gives an
acceptable degree of reliability for anticipating the behavior of the proposed structure;
however, our recommendations are professional opinions and cannot control nature, nor
can they assure the soils profiles beneath or adjacent to those observed. Therefore, no
warranty of the accuracy of these recommendations, beyond the limits of the obtained
data, is herein expressed or implied. This report is based on the investigation at the
described site and on the specific anticipated construction as stated herein. If either of
these conditions is changed, the results would also most likely change.
Man-made or natural changes in the conditions of a property can occur over a period of
time. In addition, changes in requirements due to state of the art knowledge and/or
legislation, are rapidly occurring. As a result, the findings of this report may become invalid
due to these changes. Therefore, this report for the specific site, is subject to review and
not considered valid after a period of one year, or if conditions as stated above are altered.
It is the responsibility of the owner or his representative to ensure that the information in
this report is incorporated into the plans and/or specifications and construction of the
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project. It is advisable that a contractor familiar with construction details typically used to
deal with the local subsoil and seismic conditions, be retained to build the structure.
If you have any questions regarding this report, or if we can be of further service, please
do not hesitate to contact us. We hope the report provides you with necessary information
to continue with the development of the project.
Sincerely,
ENGINEERI DEI P
Steve orris
California RCE #47672 (
CD
((
OPP A10?
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NOT TO SCALE
ENGINEERING DESIGN GROUP
SITE VICINITY MAP
JOB NO. 991982-2 1 BY: ER I FIGURE NO.1
41\ / I
lsr •
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c• cir
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#1 APPROXIMATE LOCATION OF TRENCHES
- 991928-2 ENGINEERING DETAIL/FIGURE
BLOCK RESIDENCE NUMBER
I 2451 UNICORNIO STREET. CARLSBAD. CA 810 WEST LOS VALLECITOS BLVD. 3
DESIGN GROUP
SUITE "A" DRAWN BY: ER SAN MARCOS, CA 92069 ___
SCALE: NO SCALE (760) 752-7010 FAX (760) 752-7092 DATE 8-4-99
PROJECT NAME: BLOCK RESIDENCE
- RIMELIIIIIIIIIIIN-NEIIIIIIIIIIIIIII
LOGGED BY: ER TEST PIT NO: 1
PROJECT NO: 991928-1,2 DATUM: EXISTING GRADE = 0.0 FIGURE 4 ENGINEERING PROPERTIES
EQUIPMENT: BACKHOE - - ELEVATION:
DATE LOGGED: 7-19-99 DESCRIPTION UCSC SAMPLES OTHER
SOIL TYPE CEO. ATT.
TOPSOIL/FILL
1 0-24" Grey, slightly moist, silty sand with rootlets. The lower 14 inches of SM-SW
this profile is a weathered zone.
METAVOLCANIC ROCK
2 24"-34" Brown/tan, moist, fractured rock. SW
GRAPHIC REPRESENTATION: SURFACE SLOPE: TREND: N/A
0 _____________________________________________________________ SILT
SAND CLAY CONTACT FRACTURE
SEEPAGE
ROOTLET
BULK SAMPLE
CEMENTED ZONE
ROOTLET
POCKETS OF GRAVEL
El
(13): BEDDING (C) CONTACT
(F)c FRACTURE
EXPANSION INDEX
4-
5-
6-
7-
- TOTAL DEPTH =32"
8- NO GROUNDWATER
G:Forms1 FRM%991928-1,2 BLOCK RESIDENCE - TP#1.wpd
- - - - - - - - M - - - - M = M - - PROJECT NAME: BLOCK RESIDENCE LOGGED BY: ER TEST PIT NO: 2
PROJECT NO: 991928-1,2 DATUM: EXISTING GRADE = 0.0. ENGINEERING PROPERTIES
EQUIPMENT: BACKHOE ELEVATION: E• FIGUR .5
DATE LOGGED: 7-19-99 DESCRIPTION UCSC SAMPLES OTHER
SOIL TYPE GEO. ATT.
TOPSOIL/FILL
1 0-20" Grey, slightly moist, silty sand with rootlets. The lower 14 inches of SW-SM
this profile is a weathered zone.
METAVOLCANIC ROCK
2 20"-3 --1 Brown/tan, moist, fractured rock. SW
GRAPHIC REPRESENTATION: SURFACE SLOPE: TREND: N/A
0 ________ SILT SAND CLAY CONTACT
FRACTURE SEEPAGE
I
POCKETS OF GRAVEL ROOTLET BULK SAMPLE CEMENTED ZONE ROOTLET
- L 2 -
BEDDING
--
(B) (C) CONTACT JOINT
UCUNcOBEINED COMPRESSION (TSP)
XPANSION INDEX
-
4-
5-
6-
7-
- TOTAL DEPTH 30" 8- NO GROUNDWATER
APPENDIX A
REFERENCES
California Department of Conservation, Division of Mines and Geology, Fault-
Rupture Zones in California, Special Publication 42, Revised 1990.
Greensfelder, R.W., 1974, Maximum Credible Rock Acceleration from
Earthquakes in California: California Division of Mines and Geology, Map Sheet
23.
Tan, S.S., 1995, Landslide Hazards in the Northern San Diego Metropolitan
Area, California: California Division of Mines and Geology, Open File Report.
Engineering Design Group, Unpublished In-House Data.
Ploessel, M.R., and Slosson, J.E., 1974, Repeatable High Ground Acceleration
from Earthquakes: California Geology, Vol. 27, No. 9, P. 195-199.
State of California, 1994, Fault Activity Map of California: California Division
Mines and Geology, Geologic Data, Map No. 6.
State of California, Geologic Map of California, Map No. 2, Dated 1977.
APPENDIX -B-
1.0
These specifications are presented as general procedures and recommendations for
grading and earthwork to be utilized in conjunction with the approved grading plans.
These general earthwork and grading specifications are a part of the
recommendations contained in the geotechnical report and shall be superseded by
the recommendations in the geotechnical report in the case of conflict. Evaluations
performed by the consultant during the course of grading may result in new
recommendations which could supersede these specifications or the
recommendations of the geotechnical report. It shall be the responsibility of the
contractor to read and understand these specifications, as well as the geotechnical
report and approved grading plans.
2.0 Earthwork Observation and Testing
Prior to the commencement of grading, a qualified geotechnical consultant should be
employed for the purpose of observing earthwork procedures and testing the fills for
conformance with the recommendations of the geotechnical report and these
specifications. It shall be the responsibility of the contractor to assist the consultant
and keep him apprised of work schedules and changes, at least 24 hours in advance,
so that he may schedule his personnel accordingly. No grading operations should be
performed without the knowledge of the geotechnical consultant. The contractor shall
not assume that the geotechnical consultant is aware of all grading operations.
It shall be the sole responsibility of the contractor to provide adequate equipment and
methods to accomplish the work in accordance with applicable grading codes and
agency ordinances, recommendations in the geotechnical report, and the approved
grading plans not withstanding the testing and observation of the geotechnical
consultant. If, in the opinion of the consultant, unsatisfactory conditions, such as
unsuitable soil, poor moisture condition, inadequate compaction, adverse weather,
etc., are resulting in a quality of work less than recommended in the geotechnical
report and the specifications, the consultant will be empowered to reject the work and
recommend that construction be stopped until the conditions are rectified.
Maximum dry density tests used to evaluate the degree of compaction should be
performed in general accordance with the latest version of the American Society for
Testing and Materials test method ASTM 01557.
-1-
I
1
Li 3.1 Clearing and Grubbing: Sufficient brush, vegetation, roots and all other
deleterious material should be removed or properly disposed of in a method
acceptable to the owner, design engineer, governing agencies and the
geotechnical consultant.
The geotechnical consultant should evaluate the extent of these removals
depending on specific site conditions. In general, no more than 1 percent (by
volume) of the fill material should consist of these materials and nesting of
these materials should not be allowed.
3.2 Processing: The existing ground which has been evaluated by the
geotechnical consultant to be satisfactory for support of fill, should be scarified
to a minimum depth of 6 inches. Existing ground which is not satisfactory
should be overexcavated as specified in the following section. Scarification
should continue until the soils are broken down and free of large clay lumps or
clods and until the working surface is reasonably uniform, flat, and free of
uneven features which would inhibit uniform compaction.
3.3 Overexcavation: Soft, dry, organic-rich, spongy, highly fractured, or otherwise
unsuitable ground, extending to such a depth that surface processing cannot
adequately improve the condition, should be overexcavated down to
competent ground, as evaluated by the geotechnical consultant. For purposes
of determining quantities of materials overexcavated, a licensed land
surveyor/civil engineer should be utilized.
3.4 Moisture Conditioning: Overexcavated and processed soils should be watered,
dried-back, blended, and/or mixed, as necessary to attain a uniform moisture
content near optimum.
3.5 Recompaction: Overexcavated and processed soils which have been properly
mixed, screened of deleterious material, and moisture-conditioned should be
recompacted to a minimum relative compaction of 90 percent or as otherwise
recommended by the geotechnical consultant.
-2-
3.6 Benching: Where fills are to be placed on ground with slopes steeper than 5:1
(horizontal to vertical),, the ground should be stepped or benched. The lowest
bench should be a minimum of 15 feet wide, at least 2 feet into competent
material as evaluated by the geotechnical consultant. Other benches should
be excavated into competent material as evaluated by the geotechnical
consultant. Ground sloping flatter than 5:1 should be benched or otherwise
overexcavated when recommended by the geotechnical consultant.
3.7 Evaluation of Fill Areas: All areas to receive fill, including processed areas,
removal areas, and toe-of-fill benches, should be evaluated by the
geotechnical consultant prior to fill placement.
4.0 Fill Material
4.1 General: Material to be placed as fill should be sufficiently free of organic
matter and other deleterious substances, and should be evaluated by the
geotechnical consultant prior too placement. Soils of poor gradation,
expansion, or strength characteristics should be placed as recommended by
the geotechnical consultant or mixed with other soils to achieve satisfactory fill
material.
4.2 Oversize: Oversize material, defined as rock or other irreducible material with
a maximum dimension greater than 6 inches, should not be buried or placed
in fills, unless the location, materials, and disposal methods are specifically
recommended by the geotechnical consultant. Oversize disposal operations
should be such that nesting of oversize material does not occur, and such that
the oversize material is completely surrounded by compacted or densified fill.
Oversize material should not be placed within 10 feet vertically of finish grade,
within 2 feet of future utilities or underground construction, or within 15 feet
horizontally of slope faces, in accordance with the attached detail.
-3-
I
importing of fill material is required for grading, the import material
should meet the requirements of Section 4.1. Sufficient time should be given
to allow the geotechnical consultant to observe (and test, if necessary) the
proposed import materials.
! 1lI Ut'ii itIaIL.1.t' I 'Jail' t.iE') i_
I 5.1 Fill Lifts: Fill material should be placed in areas prepared and previously
evaluated to receive fill, in near-horizontal layers approximately 6 inches in
compacted thickness. Each layer should be spread evenly and thoroughly
I mixed to attain uniformity of material and moisture throughout.
5.2 Moisture Conditioning: Fill soils should be watered, dried-back, blended,
and/or mixed, as necessary to attain a uniform moisture content near optimum.
5.3 Compaction of Fill: After each layer has been evenly spread, moisture-
conditioned, and mixed, it should be uniformly compacted to not less than 90
percent of maximum dry density (unless otherwise specified). Compaction
equipment should be adequately sized and be either specifically designed for
soil compaction or of proven reliability, to efficiently achieve the specified
degree and uniformity of compaction.
5.4 Fill Slopes: Compacting of slopes should be accomplished, in addition to
normal compacting procedures, by backrolling of slopes with sheepsfoot rollers
at increments of 3 to 4 feet in fill elevation gain, or by other methods producing
satisfactory results. At the completion of grading, the relative compaction of
the fill out to the slope face would be at least 90 percent.
5.5 Compaction Testing: Field tests of the moisture content and degree of
compaction of the fill soils should be performed at the consultant's discretion
based on field conditions encountered. In general, the tests should be taken
at approximate intervals of 2 feet in vertical rise and/or 1.000 cubic yards of
compacted fill soils. In addition, on slope faces, as a guideline approximately
one test should be taken for each 5,000 square feet of slope face and/or each
10 feet of vertical height of slope.
7.0
Subdrain systems, if recommended, should be installed in areas previously evaluated
for suitability by the geotechnical consultant, to conform to the approximate alignment
and details shown on the plans or herein. The subdrain location or materials should
not be changed or modified unless recommended by the geotechnical consultant.
The consultant, however, may recommend changes in subdrain line or grade
depending on conditions encountered. All subdrains should be surveyed by a
licensed land surveyor/civil engineer for line and grade after installation. Sufficient
time shall be allowed for the survey, prior to commencement of filling over the
subdrains.
Excavation
Excavations and cut slopes should be evaluated by a representative of the
geotechnical consultant (as necessary) during grading. If directed by the geotechnical
consultant, further excavation, overexcavation, and refilling of cut areas and/or
remedial grading of cut slopes (i.e., stability fills or slope buttresses) may be
recommended.
Quantity Determination
For purposes of determining quantities of materials excavated during grading and/or
determining the limits of overexcavation, a licensed land surveyor/civil engineer
should be utilized.
-5-
MCI
TOP OF RETAINING
1'
END MIRADRAIN (top)
RETAINING WALL
MIRADRAIN MEMBRANE
U INSTALLED PER MANUFACTURES
SPECIFICATIONS OVER MASTIC
WATERPROOFING - HLM 5000
OR EQUIVALENT
I N11 I
I
COMPACTED FILLS -
ly
OR BEDROCK WALL FOOTING
4 (MIN.) DIAMETER
PERFORATED PVC PIPE
(SCHEDULE 40 OR EQ.)
WITH PERFORATIONS
ORIENTED DOWN AS
DEPICTED HIM. 27.
GRADIENT TO SUITABLE
OUTLET.
END MIRADRAIN (bottom)
MINIMUM RETAINING WALL WATERPROOFING
& DRAINAGE DETAIL
FINAL WATERPROOFING SPECIFICATIONS & DETAILS TO BE PROVIDED
BY PROJECT ARCHITECT
MASTIC TO BE APPLIED TO TOP OF WALL
MASTIC TYPE WATER PROOFING (HLM 5000 OR EOuIv)
INSTALLED PER MANUFACTURES
SPECIFICATIONS & PROTECTED WITH
BACKER BOARD (ABOVE MIRADRAIN) MASTIC NOT TO BE
EXPOSED TO SUNLIGHT
SOIL BACKFiLL COMPACTED TO 90% / I RELATIVE COMPACTION ,#
• - 27. I
- I PER REFERENCE 11 f'
-rr— -:• -
................7fl -:•
.
PROPOSED SLOPE OACKCUT
• .... . - - \......PER OSHA STANDARDS
OR PER ALTERNATIVE SLOPINC.
AREA DRAIN __-X PLAN. OR PER APPROVED
-
SYSTEM SHORING PLAN
FILTER FABRIC ENVELOPE
(MIRAFI 140N OR
AdIlk A APPROVED EQUIVALENT)
12 MIN. LAP
3/4- 1 1/2 CLEAN
GRAVEL
4X4 (45d) CONCRETE CANT
401 0 FOOTINGALL CONNECTION
(UNDER WATER PROOFING)
I
I
PROJECT NUMBER
PROJECT NAME
PROJECT ADDRESS
DRAWN BY:
SCALE:
COMPETENT BEDROCK OR FILL MATERIAL
AS EVALUATED BY THE GEOTECHNICAL
CONSULTANT
ENGINEERING DESIGN GROUP
810 WEST WS VALLECITOS BLVD.
19,
SUITE A"
SAN MARCOS, CA 92069
(760) 752-7010 FAX (760) 752-7092
DETAIL/FIGURE
NUMBER
DATE
DESIGN CONDITIONS: INSPECTIONS:
Wells are to be used for the loading conditions shown for Ciii for inspections as follows: each type well. Design H shalt not be exceeded.
key is required except as shown otherwise or when A. When the footing has been formed, with the steel tied found unnecessary by the Engineer.
footing Special design is required where foundation material securely in final position, and is ready for the concrete
to be placed. is uncapable of supporting toe pressure listed in table.
DESIGNDATA: B. Where cleanout holes are not provided:
Reinforced Concrete: After the blocks have been laid up to a height of
4', or full height for walls up to 5', with steel in
place but before the grout is poured, and .....
Fc
- 1200 psi F'c 3000 psi
Fs 20.000 psi n a 10 After the first lift is properly grouted, the blocks
Reinforced Masonry: have been laid up to the top of the wall with the
steel tied securely in place but before the upper
F'm 600 psi Fm 200 psi lift is grouted.
Fs 20.000 psi n - 50 Where cleanout holes are provided: Earth 120 pcf and Equivalent Fluid Pressure • 36 psf
per foot of height. Walls shown for 1%:1 unlimited After the blocks have been laid up to the top of sloping surcharge are designed in accordance with
Rankline's formula for unlimited sloping surcharge with the wall, with the steel tied securely in place, but
before grouting. a-33e 42:
REINFORCEMENT: C. After grouting is complete and after rock or rubble well
. drains are in place but before earth backfill is placed.
Intermediate grade, hard grade, or rail steel deformation shall 0. Final inspection when all work has been completed. conform to ASTM A615, A616, A617. Bars shall lap 40
diameters, where spliced, unless otherwise shown on the plans. CONCRETE GROUT AND MORTAR MIXES: Bends shall conform to the Manual, of Standard Practice, A.C.I.
Backing for hooks is four diameters. All bar embedments are Concrete grout shall attain a minimum compressive strength of
clear distances to outside of bar. Spacing for parallel bars is 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. center to center of bars. All cells shall be filled with grout. Rod or vibrate grout
MASONRY: within 10 minutes of pouring to insure consolidation. Bring
grout to a point 2" from the top of masonry units when
All reinforced masonry retaining walls shall be constructed of grousing of second lift is to be continued at another time.
regular or light weight standard units conforming to the
"Standard Specifications for Public Works Construction." MORTAR KEY:
JOINTS:
Vertical control joints Shall be placed at 32 foot intervals
maximum. Joints shell be designed to resist Shear and
other lateral forces while permitting longitudal movement
Vertical expansion joints Shall be placed as 96 foot inter-
vals maximum.
CONCRETE:
Footing concrete shall be 560—C-3250, using B aggregate
when placing conditions permit.
BACKFI LL:
No backfill material shall be placed against masonry retaining
walls until grout has reached design strength or until grout has
Cured for a minimum of 28 days. Compaction of backfill
material by jetting or ponding with water will not be permitted.
Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted
until the relative compaction is not less than 90%.
FENCING:
Safety fencing shall be installed at the top of the wall as
required by the agency.
To insure proper bonding between the footing and the first
course of block, a mortar key shall be formed by embedding
a flat 2 X 4 flush with and at the top of the freshly poured
footing. The 2 X 4 should be removed after the concrete has
started to harden (approximately 1 hour).
A mortar key may be omitted if the first course of block is
set into the fresh concrete when the footing is poured, and a
good bond is obtained.
WALL DRAINS:
Wall drains shall be provided in accordance with Standard
Drawing Ci.
SOIL:
All footings shall extend at least 12 inches into undisturbed
natural soil or approved compacted fill. Soil should be dampened
prior to placing concrete in footings.
THE ENGINEERING DE8IGN
RETAINING WALL DETAIL
_.- 1 1/2 : 1 sloping backfill or
250 pd. live load surcharge
mortar cap
4 total 2
bars
*rH
4 total 2
Is
.alii
.- 11111,1
a i wi I bars
4 total 5
I—
Key -
r_a —' r.:..
line
PLAN
1 1/2 : I sfoing backfill or
250 pd. live load surcharge
mortar cap
4 total 2
Is
bars
I11 _
4 total 3
I— Key
i'r .•
i
2"x 12"
I4EJ@ 12"
r—i I 1iJ
w
1 #4 @ 12"
Horizontal reinf. not shown TYPICAL SECTION
3'- 8" max.
TYPICAL SECTION ELEVATION
over 3' 8"
NOTES
See Standard Drawings C.7 and Ci for
additional notes and details.
Fill all block cells with grout.
DIMENSIONS AND REINFORCING STEEL
H (max) 5'.4" 3'11"
I (mm) 01.101. O' 10"
W(min) 51 .0" 3'.9"
OA bars #416"
bars # 6 @ iF 1 4 @ 16"
mix. toe
pre. (pd)700 550
THE ENGINEERING DESIGN GROUP
RETAINING WALL DETAIL
L AN
No surcharp load: within Jiis
area for lovel backfill design.
3 Filter Material, 1" max. crushed
aggregate. 4 Cu. ft. per 4" dim.
. drain or I CU. ft. per ft. of open
head joints.
1 -
, 0 f
4" dia. drain with 1/4" galv. wire mesh screen 8'. " on centers, or one row
horizontally of open head joints.
Line of undisturbed natural soil
TYPICAL SECTION
Mortar or cut-in-place concrete 9" 12" block wall
Finished ground line r block wall
!t
Top of footing
Horizontal reinf. thrU
bond boom block
2" x 4" (nominal) key
CAP DETAIL KEY DETAIL
NOTES:
All masonry retaining walls shall be constructed with cap, key and
drainage details as shown hereon.
4" diameter drain may be formed by placing a block on it's side.
THE ENGINEERING DESIGN
RETAINING WALL DET4
SIDE HILL STABILITY FILL DETAIL
FINISHED SLOPE FACE
PROJECT I TO 1 LINE
FROM TOP OF SLOPE TO
OUTSIDE EDGE OF KEY
OVERBURDEN OR
UNSUITABLE
MATERIAL...
M ' ' Is* MIN. LOWEST KEY BENCH
DEPTH (KEY)
EXISTING GROUND
SURFACE- _..
\
0-01 FINISHED CUT PAD
------------
PAD OVEREXCAVATION DEPTH flt'M AND RECOMPACTION MAY BE
RECOMMENDED BY THE
GEOTECHNICAL CONSULTANT L BENCH BASED ON ACTUAL. FIELD
CONDITIONS ENCOUNTERED.
...—COMPETENT BEDROCK OR
MATERIAL AS EVALUATED I
( BY THE GEOTECHNICAL
CONSULTANT
NOTE: Subdrain details and key width recommendations to be provided based
on exposed subsurface conditions
3140-1•112' CLEAN
GRAVEL (111101ft. MIN.)
SPECIFICATIONS FOR CALTRANS
CLASS 2 PERMEABLE MATERIAL
U.S. Standard
Sieve Size % Passing
1" 100
3/410 90-100
3/8" 40-100
Nc. 4 25-40
No. 8 18-33
No. 30 5-15
No. 50 0-7
No. 200 0-3
Sand Equivalerit>75
CANYON SUBORAIN DETAILS
- IXISTINS
GROUND SURFACE
MPACTEO FIL
BENCHING
REMOVE
UNSUITABLE
MATERIAL
8' MIN. OVERLAP
SUBORAIN
TRENCH
SEE BELOW
.SUBDRAIN TRENCH DETAILS
FILTER FABRIC ENVELOPE ,.-6 MIN. OVERLAP (MIRAFI 140N OR APPROVED
EQUIVALENT)*
MiN. 8 MIN.
CLEAN
COVER
GRAVEL
BEDDING Caft.3nt. MIN.)
*IF CALTRANS CLASS 2 PERMEABLE
MATERIAL IS USED IN PLACE OF
3/4'-1-1/2' GRAVEL, FILTER FABRIC
MAY BE DELETED
- 8' . MIN. -
PERFORATED
PIPE
DETAIL OF CANYON SUBDRAIN TERMINAL
DESIGN FINISH
GRADE SUBORAIN
TRENCH
.-SEE ABOVE
. -. a • •t.' • . 3 .
S • a . . a • • .
15' MIN. Irl5aMlN.uI PERFORATED
}
8 MIN. PIPE
NONPFRFORATFn
Subdraln should be constructed only on competent material as evaluated by the geotechnical
consultant.
SUBORAIN INSTALLATION Subdraln pipe should be installed with perforations down as depicted.
At locations recommended by the geotechnical consultant, nonperforatod pipe should be Installed.
SUBORAIN TYPE-Subdraln type should be Acrylonitrile Butadiene Styrene (A.8.S.). Polyvinyl
Chloride (PVC) or approved equivalent. Class 125,SOR 32.5 should be used for maximum
fill depths of 33 feet. Class 200, SOR 21 should be used for maximum fill depths of 100 feet.
KEY DEPTH
I
IN.
2 t M IN.
r'
I KEY WIDTH 1AS NOTED ON GRADING PLANS
15' MIN.
SEE TCONNECTION
DETAIL
Is' MIN.
COVER
___
PERFORATED
PIPE
4 MIN.
BEDDING
SUBDRAIN TRENCH DETAIL
3/4'-1-1/2'
CLEAN GRAVEL
(3tf3/ft. MIN.).
4•0 NON-PERFORATED A
PIPE
- -
-
FILTER FABRIC - ENVELOPE (MIRAFI
140N OR APPROVED
EQUIVALENT)*
5% MIN.
STABILITY FILL / BUTTRESS DETAIL
OUTLET PIPES 4 0 NONPERFOAATIO PIPE. 100' MAX. O.C. HORIZONTALLY.
30' MAX. O.C. VERTICALLY-.
BACK CUT 1:1 OR PLATTE
BENCH
SEE SUBORAIN TRE?
DETAIL
LOWEST SUBORAIN SHQU
BE SITUATED AS LOW A:
POSSIBLE TO ALLOW SUITABLE OUTLET
RFORATED
-.
(---,,-,,EACH MIN. EACH SIDE PIPE
N CAP ON-PERFORA " OUTLET PIPE
T—CO.NNECTION DETAIL
*IF CALTRANS CLASS 2 PERMEABLE
MATERIAL IS USED IN PLACE OF
3/4'-1-1/2' GRAVEL. FILTER FABRIC
MAY BE DELETED
SPECIFICATIONS FOR CALTRANS
CLASS 2 PERMEABLE MATERIAL
U.S. Standard
Sieve Size Passing
1" 100 3/4" 90-100
3/8" 40-100
Nc. 4 25-40
No. 8 18-33
No. 30 5-15
No. 50 0-7
No. 200 0-3
Sand Equivalent >75
NOTES:
For buttress dimensions, see 9.t.chfliCai report
/
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SUBORAIN INSTALLATION$ubdralfl pipe sho
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pipe should be installed
SUBORAIN TYPE-Subdraln type should be A
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be used for maximum till depths of 35 Class 200,30A 21 should be used for maximum fill depths of 100 feet.
I
I
I
I
I
I
I
11
KEY AND BENCHING DETAILS
FILL SLOPE
PROJECT 1 TO 1 LINE
FROM TOE OF $I.OFI TO COMPETENT MATERIAL
EXISTING GROUND SURFACE
11 REMOVE
UNSUITABLE
MATERIAL
BENCH
r I - 2' MIN.f —t5' NIH. KEY LOWEST DEPTH BENCH
(KEY)
FILL—OVER—CUT SLOPE
EXISTING - GROUND SURFACE'\
- - - - -
BENCH
- -7 FILOWE:+R UNSUITABLE
DE
MIN H BENCH MATERIAL
PTKEY (KEY)
CUT SLOPE
(TO BE EXCAVATED
PRIOR TO FILL
PLACEMENT) -
EXISTING /7 GROUND , / I'-
' /N CUT SLOPE CUT—OVER—FILL SLOPE / / (TO BE EXCAVATED
/ PRIOR TO FILL
PLACEMENT)
- REMOVE
UNSUITABLE PROJECT I TO I MATERIAL LINE FROM TOE - :
OF SLOPE TO -' - COMPETENT OMPAC1(
MATERIAL
f k—So MIN.
2' NIH.1 LOWEST I
KEY. DEPTH BENCH
NOTE: Sick drain may be recommended by the geotechnical consultant based on actual field conditions encountered. Bench dimension recommendations may
also be altered based on field conditions encountered.
ROCK DISPOSAL DETAIL
rnslaH GRAOI
SLOPE FACE
OVERSIZE WINDROW
GRANULAR SOIL (5 E. 30) TO BE
____ CENSIFIED IN PLACE BY FLOODING
DETAIL
TYPICAL PROFILE ALONG WINDROW
1) Rock with maximum dimensions g
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vertically of finish grade (or 2 feet below depth of lowest utility whichever 15 greater). and 15 feet horizontally of slope fa
c
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s
.
II 2) Rocks with maximum dimensions g
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Rock placement. flooding of granular s
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e
geotechnical consultant.
MaximUm size and spacing of windrow
s
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;
staggered
Width of windrow should not excee
d
4
f
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t
.
W
i
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d
r
o
w
s
s
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o
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b
e
vertically (as depicted).
Rock should be placed in excavated
t
r
e
n
c
h
e
s
.
G
r
a
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a
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s
o
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APPENDIX -C-
LABORATORY TESTING PROCEDURES
Direct Shear Test Direct shear tests are performed on remolded and/or relatively undisturbed
samples which are soaked for a minimum of 24 hours prior to testing. After transferring the
sample to the shearbox, and reloading, pore pressures are allowed to dissipated for a period of
approximately 1 hour prior to application of shearing force. The samples are sheared in a motor-
driven, strain controlled, direct-shear testing apparatus. After a travel of approximately 1/4 inch,
the motor is stopped and the sample is allowed to "relax" for approximately 15 minutes. Where
applicable, the "relaxed" and "peak" shear values are recorded. It is anticipated that, in a majority
of samples tested, the 15 minutes relaxing of the sample is sufficient to allow dissipation of pore
pressures set up due to application of the shearing force. The relaxed values are therefore
judged to be good estimations of effective strength parameters.
Expansion Index Tests: The expansion potential of representative samples is evaluated by the
Expansion Index Test, U.B.C. Standard No. 29-2. Specimens are molded under a given
compactive energy to approximately the optimum moisture content and approximately 50 percent
saturation. The prepared 1-inch thick by 4-inch diameter specimens are loaded to an equivalent
144 psf surcharge and are inundated with tap water for 24 hours or until volumetric equilibrium
is reached.
Classification Tests: Typical materials were subjected to mechanical grain-size analysis by
wet sieving from U.S. Standard brass screens (ASTM 0422-65). Hydrometer analyses were
performed where appreciable quantities of fines were encountered. The data was evaluated in
determining the classification of the materials. The grain-size distribution curves are presented
in the test data and the Unified Soil Classification is presented in both the test data and the boring
logs.
oiii 3:57PM; 7607527010 - Perfect Timing Auto Service; Page 2 8-11-1999 3 : 48PM FROM EDG 7607527010 R 2
City of Carlsbad
•
cERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER MITIGATION
This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form.
Project Name:
Building Permit
Plan Check Number:
Project Address:
A.P.N.:
Project Applicant
(Owner(s) Name(s))
Project Description:
Building Type:
Residential
WE
Number of New Dwelling Units
Square Feet of Living Area in New Dwelling '3/ 3 fljl
Second Dwelling Unit: Square Feet of Living Area in SDU
Res. Additions: Net Square Feet New Area
Comerc./ Ind.: $dUal? Feet Floor Area
City Certification of (
Applicants information: ( Date:
Carlsbad Unified School District ,-San MarcoAlkd School District 801 Pine Ave.
Encinitas Union School District District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) - Encinitas, CA 92024 (753-6491)
Certification of Applicant /Owners. The person executing this declaration (*Owner) certifies under penalty of perjury that (1) the information provided above Is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase In the number of dwelling units or square
footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and
that (2) the Owner is the owner/ developer of the above described project(s), or tbLat the person executing this declaration is authorized to sign on behalf of the Owner. S'ws c,rt- t36 (7__ \7?/— Siqnature:
2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (760)438-1161 • FAX (760) 438-0894
7607527010 - 'erfect Timing Auto Service; Pag
e
3
8-11-1999 349PM FROM EDG 7607527010
P.
,1
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
THIS FORM INDICATES THAT THE SCHOOL DISTRICT R
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BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the a
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developer, builder, or owner has satisfied the obligation
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the applicant listed on page 1 has paid all amount
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mitigation determined by the School District. The Cit
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SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE mifrodi NAME OF SCHOOL DISTRICT
DATE
PHONE NUMBER o%-ZoO Lic13
I 1316
SAN MARCOS UNIFIED SCHOOL DISTRICT - CERTIFICATE OF COMPLIANCE
Project Description: (J.vk i1iiitu Doul U'Lq - 24 ioru FC ?zs
Assessor's Parcel No: .215 2(j 2C?00
Received From:
flet -Ins ic
The Sum DL
Number of Square Feet/Units:
1)%2Y 5-ç.
Rate:
t0 C)1ID.U,1
Check Number:
11
Amount:
$ IDbOl.DO
Gov.Code 53080/65995 (AB I8I) 0 CFDN0.
0 Gov.Code 65970 (SB 201) 0 Prior Existing Mitigation Agreement
0 Not subject to fee requirements
Certification of Applicant/Owners: The person executing this declaration ("Owner") certifies under penalty of
perjury that (1) the information provided is correct and true to the best of Owner's knowledge and that Owner
will file an amended certifiction of payment and pay the additional fee if Owner requests an increase in the
number of dwelling units/square footage after the building permit is issued, or if the initial determination of
units/square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above
described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner.
Signature: Dated:
This is to certify that the applicant listed has paid all amounts determined by the information presented and
due to the San Marcos Unified School District. The payment of these amounts is a prerequisite to the
issuance of a building permit.
/ / ao_~dqnqaeer&9%
School District Official:
School
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES
The San Marcos Unified School District has elected to impose the fees and/or amounts herein upon a funding that those facilities
described in the Residential Development Mitigation Payment Justification Study for San Marcos Unified School District, dated
August 9, 1997 by David Taussig & Associates. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth
as Chapter 549, Statutes of the State of California, 1996 effective January 1, 1997, requires that this school district provide a
written notice to the project applicant at the time of payment of school fees, mitigation payments or other exactions. This notice is
to advise you that the protest period in regard to such amounts or the validity thereof In accordance with Section 66020 of the
Government Code and other applicable law, commences with such payment or performance of any other requirement as
described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90
calendar days thereafter.
Dl5t,1but10n Facilities - White Cuatoiner - Canary Accounting- Pink Audit- Goldenrod
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
The application must be signed by the owner (or his representative) of the property to be served. The total
charges must be paid to the District at the time the application is submitted.
APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH
SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER
CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED.
A six-month construction period shall be provided and sewer service charges for the balance of the fiscal
year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal
years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period
extends into the subsequent fiscal year, a prorated sewerservice charge for that fiscal year shall be collected on
the tax roll inthesame man neras propertytaxes. The full sewerservice charges for all subsequent years shall be
collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service
actually commences on a different date.
The prorated sewer service charge shall not be required in those application for sewer permits for
subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow
closing on individual properties within the subdivision. Sewer service charges shall commence upon close of
escrow and will be the responsibility of the buyer.
If a service lateral is required, it must be installed by the owner/applicant in conformance with
the specifications, rules and regulations of the District and subject to inspection by the District.
A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION.
The service lateral is that part of the sewer system that extends from the main collection line in the street
(or easement) to the point in the street (at or near the applicant's property line) where the service lateral is
connected to the applicant's building sewer. The applicant is also responsible for the construction, at the
applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or
easement) where a connection is made to the service lateral and for construction, maintenance and connection
of the service lateral to the main line.
IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE
USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE
DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL
OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON-
SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE
WITH AN LCWD INSPECTOR ATTHE SCENE AT THE TIME OF CONNECTION. IF, FOR ANY REASON, A CON-
NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE
APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN
INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY
CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY
REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND
INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS
EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN
TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAYBE RECORDED AS
A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN.
OWNER'SNAME_Jerry Block/Jessica HeinzMAILlNGADDRESS 2451 IJni-nrnir SF
PHONE NUMBER 760-724-2895 rr1sh, CA 97009
SERVICE ADDRESS _2451 TTnirrrnin street., Carlsbad, CA 0,7009
TRACTNAME/NO. ________ LOT# ________ CONNECTION FEE: $_3256.00
ASSESSOR'S PARCEL NO. 915-960-9900 PRORATED SEWER SERV. FEE:$ 38.00
TOTAL $ 3294.00
TYPE/BUILDING SFD #/UNITS_J PAIDBY: DCASH CHECK#152
The undersigned hereby agrees that the above information given is correct and agrees to the
conditions as stated.
r7z-,O;~? 8/12 99 NJ 71658
7 Owner Signature Da e ec'd by Account No.
Ref: 15BS.PERMIT1
çfr/9To ë'/tj
JA)?
Al ENGINEERING
1pfqq CkiI r'Io c/ L-( A2h)FIRE APPI'llr011"
IIEAL1H DEPT DJ
.4...J J_BLuc; GRADING L
To FTOPA
ETTER
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--
11 SCHOOL FORM ,A S
1 PLAN CORR
CORP
-712/q'p SLOG FEES cv,.IPI.F"
fteIq9 (s5u4
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
2451 UNICORNIO ST CBAD
PCR
2152602900 . Lot #: 0
$0.00 Construction Type: NEW
CBOO-761
Project Title: BLOCK I HEINZ RESIDENCE
STRUCTURIAL CHNGE FOR STAIRS
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Plan Check Revision Permit No:PCRO0II7 JMfr2IiI']
Building Inspection Request Line (760) 602-2725
Status: ISSUED
Applied: 07/20/2000
Entered By: MDP
Plan Approved: 08/31/2000
Issued: 09/01/2000
Inspect Area:
Applicant: Owner:
JORGENSEN KEVIN BLOCK JERRY&HEINZJESSICA F
605 MARAZON LN 7737 09/01/00 0001 01 02 7 viSTAcA923
\
C-PRMT 21800
760 839-7302
Total Fees: $218.00 \ Total PalmentsTo Date: •$o:oo '\ Blincé Due: \ $218.00
Plan Check Revision Fee / \
~
u gc
'C INCORPORATED
1952
t'rs
FINAL APPROVAL
Inspector: Date: Clearance: -
NOTICE: Please take NOTICE that approval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively
referred to as'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations hasp viously otherwise expired.
PERMIT APPLIATION •.
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave.; Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK NOEt.L t
EST. VAL.
Plan Ck. Deposit
Validated By.
MEC
Business Name (at
Legal Description
Assessor's Parcel
•
Existing USe Proposed Use Sq/ 74S*t
of Work . - SQ. FT. 'of Stories # of Bedrooms
01-0 • i'a,r
Address - City State/Zip Telephone #
Name )lc:,. Address City - State/Zip - Telephone #
Name I - I - Address City state/Zip . Telephone #
M.
(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 subjects the applicant to a civil penalty of not morethan five hundred dollars ($5001).
Name Address City State/Zip Telephone #
State License # License Class City Business License #
Designer Name Address City State/Zip Telephone
State License #
6 AKE N' it * 'a.
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: -
I have and will maintain a certificate of consent to self-insure for workers' compensation as, provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued. -
i have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are: -
Insurance Company . ' Policy No. Expiration Date__________________
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS)
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 coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars (8100.000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE -' DATE
iUDERDCLRATJAJ 117
I heieby affirm that I am exempt from the Contractor's License Law firthiiàllowing reason: -
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are notintended 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).
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 Licenie Law does not .apply to an owner of property who builds or improves thereon, and contracts far such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
0 I am exempt under Section Business and Professions Code for this reason:
I personally plan to provide the major labor md 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 / 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 I 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
20 ww= L
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 sir pollution control district or sir 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.
FfWMfl
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 LENDERS 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,
JUDGM[NTS, COSTS AND EXPENSES WHICH CAAYJN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required f1 excavaons over 5'O deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued if the build 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 con/nenced_wittlin 180'days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
ri 180days(Section 106.4.4 Uniform Building Code). at any time after the work
APPLICANT'S SIGNATUP '
7IJ!HITE: ____
• DATE
File YELLOW: Applicant PINK: Finance
Es-Gil Corporation
In Partnership with government for Building Safety
DATE: August 30, 2000
JURISDICTION: Carlsbad
PLAN CHECK NO.: 00-761 PCR00117
PROJECT ADDRESS: 2451 Unicornio St.
SET: II(REV)
U APPL CANT
JURIS.
U PLAN REVIEWER
U FILE
I ,'
PROJECT NAME: Winding stairway plan changes for the Block/Heinz SFD
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
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
REMARKS: AiJ>pr0V4ed Pane, ine-X"eA
By: Sergio Azuela Enclosures:
Esgil Corporation
fl GA 0 MB 0 EJ 0 PC LOG trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
EsGil Corporation
1n Partnership with government for fBui(1ing Safety
DATE:. August 2, 2000
JURISDICTION: Carlsbad
PLAN CHECK NO.: 00-761 PCROO117
PROJECT ADDRESS: 2451 Unicornio St.
SET: I(REV)
U APPLICANT
(Q)
U PLAN REVIEWER
U FILE
PROJECT NAME: Winding Stairway plan changes for the Block/Heinz SFD
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Kevin Jorgensen
2121 Montiel Rd., San Marcos, CA 92069
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: Kevin Jorgensen 0ae* Telephone #: (760) 839-7302
Date contacted: - o (by:fr'—) Fax #: (760) 480-7477
Mail Telephone. Fax i.-' In Person
L1 REMARKS:
By: Sergio Azuela Enclosures:
Esgil Corporation
0 GA MB J EJ I PC 7/24 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
Carlsbad 00-76t PCR00117
August 2, 2000
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 2451 Unicornio St.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 7/24
REVIEWED BY: Sergio Azuela
PLAN CHECK NO.: 00-761 PCROO117
DATE REVIEW COMPLETED:
August 2, 2000
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,
1997 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, as requested in the correction list. Submit
three sets of plans for commercial/industrial projects (two sets of plans for residential projects).
For expeditious processing, corrected sets can be submitted in one of two ways:
Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad
Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will
route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire
Departments.
Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining
sets of plans and calculations/reports directly to the City of Carlsbad Building Department for
routing to their Planning, Engineering and Fire Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil Corporation is
complete.
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.
Carlsbad 00-761' PCR00117
August 2, 2000
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?
DYes 13 No
Clearly show on plans and on the structural calculations the spacing, minimum
penetration and pattern of the fasteners (# 8X7/8" screws). Also please clearly show
calculations to justify the use of the composite member as one beam.
Include the considerations for the plywood stresses, within the structural calculations.
Provide structural calculations, including considerations for: torsion effects and for
rotation at the simple supported connections for the stringers.
All construction details provided on 81/2" X 11" shall be provided as part of the plans.
Including the seal and signature of the architect of record.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan
review for your project. If you have any questions regarding these plan review items, please
contact Sergio Azuela at Esgil Corporation. Thank you.
Carlsbad 00-761 PCROO 117
August 2, 2000
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 00-761 PCRO0117
PREPARED BY: Sergio Azuela . DATE: August 2, 2000
BUILDING ADDRESS: 2451 Unicornio St. SFD plan changes PCROO-1 17
BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
BUILDING AREA
(Sq. Ft.) VALUATION
MULTIPLIER
VALUE ($)
Air Conditioning
Fire Sprinklers
TOTAL VALUE
D 199 UBC Building Permit Fee N Bldg. Permit Fee by ordinance: $ 335.20
D 199 UBC Plan Check Fee Z Plan Check Fee by ordinance: $ 217.88
Type of Review: Z Complete Review Ej Structural Only Hourly
Repetitive Fee Applicable El Other:
Esgil Plan Review Fee: $ 174.30
Comments: 2hrs @ $ 87.15/hr = $ 174.30
Sheet I of I
macvalue.doc 5100