HomeMy WebLinkAbout2458 UNICORNIO ST; ; CB003654; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
02-25-2009 Residential Permit Permit No: CB003654
Building Inspection Request Line (760) 602-2725
Job Address: 2458 UNICORNIO ST CBAD
Permit Type: RESDNTL Sub Type: SFD Status: FINAL
Parcel No: 2152600600 Lot #: 46 Applied: 09/29/2000
Valuation: $379410.00 Construction Type: VN. Entered By: JM
Occupancy Group: 6 Reference #: Plan Approved: 03/08/2001
# Dwelling Units: I Structure Type: SFD Issued: 03/08/2001
Bedrooms: 3 Bathrooms: 4 Inspect Area: PD
Project Title: PALAY RESIDENCE -SFD 4408 SF Orig PC#:
GAR 598 SF, DECK 350 SF Plan Check#:
Applicant:
GROVER DON
2187 NEWCASTLE CT
CARDIFF CA 92007
760431.9981
Owner:
CASA SUSAN LLC
C/O SUSAN B PALAY
2941 SONORA CT
CARLSBAD CA 92009
Building Permit $1,601.08 Meter Size
Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00
Plan Check $1,040.70. Meter Fee $80.00
Add'l Plan Check Fee $0.00 SDCWA Fee $1,871.00
Plan Check Discount $0.00 CFD Payoff Fee $0.00
Strong Motion Fee $37.94 PFF (3105540) $6,905.26
Park in Lieu Fee $0.00 PFF (4305540) $6,374.09
Park Fee $0.00 License Tax (3104193) $0.00
LFM Fee $310.00 License Tax (4304193) $0.00
Bridge Fee $530.00 Traffic Impact Fee (3105541) - $432.00
Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $488.00
BTD #2 Fee $0.00 Sidewalk Fee $0.00
BTD #3 Fee $0.00 PLUMBING TOTAL $175.00
Renewal Fee $0.00 ELECTRICAL TOTAL $60.00
Add'I Renewal Fee . $0.00 MECHANICAL TOTAL $63.50
Other Building Fee $0.00 Housing Impact Fee $2,925.00
HMP Fee ?? Housing InLieu Fee $0.00
Pot. Water Con. Fee $2,400.00 Housing Credit Fee $0.00
Meter Size D5/8 Master Drainage Fee $8.64
Add'I Pot. Water Con. Fee $0.00 Sewer Fee . $0.00
Red. Water Con. Fee $0.00 Additional Fees $133.00
Green Bldg Stands (5B1473) Fee
TOTAL PERMIT FEES $25,435.21
Total Fees: $25,435.21 Total Payments To Date: $25,435.21 Balance Due: $0.00
I Inso ________
FINAL1APP,ROVAL
ecto-'1 '- 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 pretest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 faraday Ave., Carlsbad, CA 92008
'2.45 jNICpi'Ji'c'
Address (include Bldg/Suite #1 Business Name (at this &, 1' fr1AP'Soo Z-A cOS
Legal Description Lot No. Subdivision Name/Number
— Z'O -O L'T Assessor's Parcel # Existing Use j- 44,fr 7 . Description of Work So.F A(L6AStories
—..,. .:.......
FOR OFFICE USE ONLY
PLAN CHECK No.L3 357'
EST. VAL. 4'M
Plan Ck. Deposit
Validated By
Phase Total # 4iM!Lc7.
# of Bedrooms # of Bathrooms
Name Address City State/Zip Telephone # Fax #
Z737208
Name Address City State/Zip Telephone #
1rMUrt1i,TUVvNtPI.... . . ... . ... .:
LJir A Tb9;_Y6_P4LA4 2'4i rJNDA cr. PiLO iik 9 f1e,4 i -
Name 'Address City St(te/Zip - 1'Iephor #
-
(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
exejnpion Any, violation of Section 7031 5 y any applant for a,germit subjects the applicnt to a civil penalty of not more tln five hundred dollars [$5001).
Name Address -. City State/Zip Telephone #
State License # A4't' . License Class City Business License it
Designer Name Address City State/Zip Telepho
State License # ., I 4-
L6WQ&KPLE1PPJ1 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 AEe 1tsJO1ZP,-F06 i2I//ce5, /,At Policy No.0 2 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 t44e WJØrs Cjflcion Laws of California.
WARNING: Fail t a e o o ensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand doll (S , i the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATUR DATE I
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed'
pursuant to the Contractor's License Law).
0 I am exempt under Section _______________ Business and Professions Code for this reason:
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 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 I 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 / 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
fT—
. * -
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY-SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
. ?.. nuJ,IJ.w u1 jIUMuI,.T ....
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME - LENDER'S ADDRESS_______________________________________________________
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. 1 ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES.
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep anfi.moIition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the ui ing ialunder t sions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not comme ed ithi d te of such permit or if the building or work authorized by such permit is suspended or abandoned
at any time after the work is commen d of 0 d to
106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE — z'_
WHITE: File YELLOW: Applicant PINK: Finance
List 1- Permit-Type
From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that
permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the
identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 - Structure-Types' and put
its code in the appropriate blank on the front of this application.
Residential Permits
Code Description .
. .
APT Apartments - new construction. -
CONDO Condominiums- new construction. ...
CVNNR ,• Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new
residential units.
CVNRN Conversion. Convert one or more residences in a building to non-reidntiaI usage' -
CVNRR Conversion. Increase or reduce the number of dwelling units in a'rsilential structure through interior modifications
(i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each).
IEMO Demolition mit. (Also ec fy' type of sfrutureironi List 2)
!)UP Duplex - new construction.
MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a 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.
RREPLACE Residential building. replacement (no additional units).
SFA Single-family, attached - new construction. 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) . L •. •
SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an
attached or detached garage, or a business. May be a detached "granny flat". May 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.
CREPAIR 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.
ITI 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).
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Act Comments
7.
City of Carlsbad Bldg Inspection Request
For: 06/06/2002
Permit# CB003654
Title: PALAY RESIDENCE -SFD 4408 SF
Description: GAR 598 SF, DECK 350 SF
Type: RESDNTL Sub Type: SFD
Job Address: 2458 UNICORNIO ST
Suite: Lot 46
Location:
APPLICANT GROVER DON
Owner:
Remarks: "FINAL FOR BLDG ONLY"
Total Time:
Inspector Assignment: JC
Phone: 7608453500
Inspector:
Requested By: NONE
Entered By: KAREN
Associated PCRs
Inspection History
Date Description
04/24/2002 89 Final Combo
04/19/2002 89 Final Combo
04/03/2002 32 Const. Service/Agricultural
11/14/2001 17 Interior Lath/Drywall
11/14/2001 18 Exterior Lath/Drywall
11/14/2001 27 Shower Pan/Roman Tubs
11/09/2001 17 Interior Lath/Drywall
11/09/2001 18 Exterior Lath/Drywall
11/08/2001 17 Interior Lath/Drywall
11/08/2001 18 Exterior Lath/Drywall
11/0212001 16 Insulation
11/01/2001 16 Insulation
10/31/2001 84 Rough Combo
09/25/2001 13 Shear Panels/HD's
09/25/2001 34 Rough Electric
08/21/2001 13 Shear Panels/HD's
Act Insp Comments
CO PD SEE NOTICE ATTACHED
CO RB SEE ATTACHED NOTICE
AP JC
AP JC
AP JC
AP JC
CO PY DRYWALL TAPED W/O INSPECTION
AP PY OK TO SCRATCH
PA NF SEEC.N.
CO NF
AP JC
CO JC TITLE 24 THRU-OUT
AP JC OK TO INSULATE
AP JC
WC JC
PA JC
Inspection List
Permit#: CB003654 Type: RESDNTL SFD PALAY RESIDENCE -SFD 4408 SF
CAR 598 SF, DECK 350 SF
Date Inspection Item Inspector Act Comments
06/06/2002 89 Final Combo PD AP
06/06/2002 89 Final Combo - RI "FINAL FOR BLDG ONLY"
04/24/2002 89 Final Combo PD CO SEE NOTICE ATTACHED
04/19/2002 89 Final Combo RB CO SEE ATTACHED NOTICE
04/03/2002 32 Const. Service/Agricultural JC AP
11/14/2001 17 Interior Lath/Drywall JC AP
11/14/2001 18 Exterior Lath/Drywall JC AP
11/14/2001 27 Shower Pan/Roman Tubs JC AP
11/09/2001 17 Interior Lath/Drywall PY CO DRYWALL TAPED W/O INSPECTION
11/09/200118 Exterior Lath/Drywall PY AP OK TO SCRATCH
11/08/2001 17 Interior Lath/Drywall . NF PA SEE C.N.
11/08/2001 18 Exterior Lath/Drywall NF CO
11/02/2001 16 . Insulation JC AP
11/01/2001 16 Insulation JC CO TITLE 24 THRU-OUT
10/31/2001 84 Rough Combo JC AP OK TO INSULATE
09/25/2001 13 Shear Panels/HD's JC AP
09/25/2001 34 Rough Electric JC WC
08/21/2001 13 Shear Panels/HD's JC PA
08/21/2001 15 Roof/Reroof JC AP
04/20/2001 11 Ftg/Foundation/Piers JC AP
04/17/2001 11 Ftg/Foundation/Piers JC WC
04/17/2001 21 Underground/Under Floor JC AP
04/13/2001 21 Underground/Under Floor JC AP
Friday, June 07, 2002 . Page 1 of 1
I!
City of COMM -.
Final Bujilliog Inspection
Dept: Building 1Eñh?ig /Planning CMWD St Lite Fire
Plan.Check#: ___,' Date: 04/19/2002
Permit #: CB0054 Permit Type: RESDNTL
Project Name: PALAY RESIDENCE .SFD 4408 SF Sub Type: SFD
GAR 598 SF, DECK 350 SF
Address: 2458 UNICORNIO ST Lot: 46
Contact Person: ED Phone:
Sewer Dist: LC Water Dist: CA
ZInspet Date
Y.
d~~ Inspected:
By:
ecte Date
Inspected:
/a7o ::::::: ±::
Inspected Date
By: Inspected: Approved: Disapproved:
Comments:
RING
GROUP
2121 Montiel Road ;
San Marcos CA •92069
Office (760)8397302
FAX (760) 480-7477
E-mail: ENGDG@aol.com
PROJECT
ADDRESS
EQUIPMEI
.................PROJECT NO. 'I 11
NAME 1 COMPANY -CONTACTS 1Dr HuL-j% CCMST•
DESCRIPTION OF FIELD OPERATIONS :
fOoT, Vo
Le(ctevia i4.s 7 6eoccLAIc& ztrd t"r'1 k'1 DCI (i P'L -j cico
to, k0c. l-rj i2 245) U,iicq,.. C, Lc p.i) CA
C0 t' t1 Q.& c
'1J) a'e / c
ekfe1ut'beocc.t.viod yept
4% ((I(h1CP ci
(''e( S.t4p1C4• 4-v L'çaA — ckp cc'.
41 I'11 ocW( •
3 I
C) - uii ot PC
o eIQv1')
FIELD DENSITY TESTS TAKEN / FAILURES
// RETESTS /
, Arrive: A • A A A • • TOTAL-DAILY HRS
Depart • D_______ D _____ D _______ P _______ _____________
p-ed ' .'y- •.
i •r.( con ce eta , fts
J
Oct 29 01. 02:32p
MARS INSPECTION INC.
-4 SO" bwpcclion Con1pa°
$124 CAMINO DEL SOL LA JOLLA CA. 92,037
CELL PH. 619-339-3331! FAX#858-454-5692
3
Inspection Report
roject Name:_/i9fP _. Page:---/-. oL(.....Report 4!: ..00 /
Project Address:. ...e2 / Permit#:_t' )6 3
Archilect: File
Engineer:
Contractor: //rQ Other
INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION
-
INSPECTION CHECKLIST
Thctural Steel - H.S. Bolts H.S. Boils -—Plans/Specs
Masonry Prisms Conc. PSI - Clearances
Concrete
-
Mortar/Grout Grout PSI Positions
-
Fireproofing
-
Other:
--
Other:
- Other:
Other:
Other:
-- Conc. Cylinders -
Mortar PSI - -
- Fireproof .—(eel 4%) /4( -
- Other: ElectWire
-
Other: -
Fireproof
-
Other: -
Other:
Other: Other:
-
Sizes
-
Laps
-
Consolidation
- Torque Ft.Lbs:
- Other.
Other: --
-- -
CERTIFICATION OF COMPLIANCE: Al) reported work, unless otherwise noted, complies with approved plans, specifications and
applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or
project control.
Inspector: MICHAEL A. ROWLEY Cert: SD #708
-
Signature Date
car4 Schmidt Inspection
P.O. Box 178403
San Diego, CA 92177-8403
Phone (619) 855-9252
SPECIAL INSPECTION REPORT
PROJECT: /'4 L V If e- d JL JOB START:
ADDRESS: 2 VS' 2.PPL 10 J7 ..., JOB STOP:
CITY: PERMIT #: CJ PLAN FILE #:
766
TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETEXFIELD WELDING. EPDXY_
PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL— FIREPROOFING
SAMPLES: NUMBER: TYPE: Co 1 c e- ?-c
Materials/Design Mix Numbers/PSI: a 4,7 cr--e-e ,,; .r
lrspecflon Ddte: 4" 2'0( REPORT
LIE r,.fiecf C/ O /7'5, 4 i d' •7/' c
/zC&4..v e&-i7 4J
"o -f2 1°S72T C1 --'r-t. 4I CI'P- 'dftr 7 dv -
/t-c t
/iSS3
(7
WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED
Projet Billing Information:. ....
Print Name CertificatioW &/ T'' //e,i
Phone-
-
.7 1
Inspectors Signature
COMPRESSION TEST REPORT
Slump, m.1 : 5.5 N/A
Ticket/Load/Truck No : 135893/I Air Temp., F 2 : N/A >40
Sampled By : C. Schmidt Mix Temp., F N/A (90
Date Sampled : 04/24/01 Time : 815 Air Content, % N/A N/A
Date Received : 04/25/01 Set No : 1 Fresh Wt., pcf : N/A N/A
l-ASTMC143 2.ASTMC1064 3-ASTMC23I 4-ASTMCI38
Specimen (Cylm) No : 9014A 9014B
Identification No
Age, days : 28 28
Date Tested : 05/22/01 05/22/01
Dimensions, in : 6 x 12 6 x 12
Area, sq. in : 28.27 28.27
Ultimate Load, lbs : 108,500 105,000
Compressive Str, psi : 3,840 3,710
Average Str, psi : 3,780
Remarks:
cc: CITY OF CARLSBAD Review b
MULLEN CONSTR
ChristopherAaynor
Concrete Lab Manager
KLEIN F ELDER 5015 Shoreham Place, San Diego, CA 92122 (858) 320-2000 (858) 320-2001 fax
-
1 ec U P4 P 0 .
44-417
i------- --- -- i:
ME
Carlsbad 00-3654
2/1/01
EsGil Corporation
In Partnership with government for Bui(4Iing Safety
DATE: 2/1/01
JURISDICTION: Carlsbad
PLAN CHECK NO.: 00-3654
PROJECT ADDRESS: 2458 Unicornio
PROJECT NAME: Palay Residence
SET: IV
DAEELANT
JURIS
O PLAN REVIEWER
0 FILE
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
JJ 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.
O 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.
O 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: ) ax
Mail Telephone Fax In Person
REMARKS: Sheet SD3 needs to be incorkfed into the City set Ill of the plans to form set IV.
By: Mark Beauchamp Enclosures:
Esgil Corporation
O GA J MB fl EJ PC log tmsmtidot
r
", '
Carlsbad 00-3654
12/21/00
EsGil_Corporation
In !Partners/lip with government for fBui&ing Safety
DATE: 12121100
JURISDICTION: Carlsbad
PLAN CHECK NO.: 00-3654
PROJECT ADDRESS: 2458 Unicornio
PROJECT NAME: Palay Residence
SET: III
O APPLICANT
OURIs
O PLAN REVIEWER
U FILE
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.
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:
Don Grover
2187 New Castle Ave. #100, Cardiff, CA 92007
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: Don Grover Telephone #: 760-436-4951
Date contacted: tab-' )co (by: FA X) Fax #: 760-431-3108
Mail '—ThIphone Fax ..—'in Person
LI REMARKS:
By: Mark Beauchamp Enclosures:
Esgil Corporation
0 GA j MB 0 EJ Pc 12/18/00 trnsmtl.dot
Carlsbad 00-3654
12/21/00
PLAN REVIEW CORRECTION LIST
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: The items listed below refer to the item numbers from the previous list. These remaining
items have not been adequately addressed. The notes in bold at the end of each item are to
emphasize the remaining problem.
FB#12 shows to be a WI 0X45 on the plans but the calculations call for a WI 0X60. Please
make the necessary changes so that the plans match the calculations. No change, the
plans and calculations still conflict.
Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the
laminations of the flanges of TJI's (i.e., along the sides), per city policy, unless specific written
approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make
this clear. Nails may be driven perpendicular to TJI flanges. Details 4,5,6,7 and 8 on sheet
SD3 show nails parallel to the laminations in the flanges in the TJLI's. The details have not
been changed, nails connecting the A35's to the bottom flanges are still shown parallel to the
laminations in the bottom TJI flanges.
To speed up the review process, note on this list (or a copy) where each correction item has been
addressed, i.e., plan sheet, note or detail number, calculation page, etc.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review
for your project. If you have, any questions regarding these plan review items, please contact
Mark Beauchamp at Esgil Corporation. Thank you.
Carlsbad 00-3654
12/4/00
EsGil_Corporation
In Partnership with Government for Building Safety
DATE: 12/4/00
JURISDICTION: Carlsbad
U APPJJANT
U
U PLAN REVIEWER
U FILE
PLAN CHECK NO.: 00-3654 SET: II
PROJECT ADDRESS: 2458 Unicornio
PROJECT NAME: Palay Residence
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 fora complete recheck.
a The check list transmitted herewith is for your information. The plans are being held at
Esgil Corporation until corrected plans are submitted for recheck.
F-1 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the
applicant contact person.
a The applicant's copy of the check list has been sent to:
Don Grover
2187 New Castle Ave. #100, Cardiff, CA 92007
E Esgil Corporation staff did not advise the applicant that the plan check has been
completed.
a Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Don Grover Telephone #: 760-436-4951
Date contacted: ,21'4/0 (by:[-AK) Fax #: 760-431-3108
Mail '-Tëiphone Fax '-.--1n Person
REMARKS:
By: Mark Beauchamp Enclosures:
Esgil Corporation
OGA C] MB DEJ DPC 11./28/00 trnsmtl.dot
Carlsbad 00-3654
12/4/00
PLAN REVIEW CORRECTION LIST
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: The items listed below refer to the item numbers from the previous list. These remaining
items have not been adequately addressed. The notes in bold at the end of each item are to
emphasize the remaining problem.
All sheets of plans must be signed by the person responsible for their preparation. (California
Business and Professions Code). The structural sheets are not signed.
There are blank references to details on the floor-framing plan. These references to details
are necessary. Please provide details for the references that are left blank on sheet S03.
FB#12 shows to be a W1 0X45 on the plans but the calculations call for a WIOX60. Please
make the necessary changes so that the plans match the calculations.
Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of
TJl's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist
Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be
driven perpendicular to TJI flanges. Details 4,5,6,7 and 8 on sheet S133 show nails parallel to
the laminations in the flanges in the TJLI's.
To speed up the review process, note on this list (or a copy) where each correction item has been
addressed, i.e., plan sheet, note or detail number, calculation page, etc.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review
for your project. If you have any questions regarding these plan review items, please contact
Mark Beauchamp at Esgil Corporation. Thank you.
EsGiB Corporation
In Partnership with government for. fBui&uing Safety
DATE: 10/10100 0 APUANT
0s..
JURISDICTION: Carlsbad U PLAN REVIEWER
O FILE
PLAN CHECK NO.: 00-3654 SET: I
PROJECT ADDRESS: 2458 Unicornio
PROJECT NAME: Palay Residence
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
E 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.
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:
Don Grover
2187 New Castle Ave. #100, Cardiff, CA 92007
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: Don Grover GI.k-4.\ Telephone #: 760-436-4951
Date contacted: iolt,/oo (by: Lc.—) - Fax #: 760-431-3108
Mail cP160one '-" Fax c-' In Person
El REMARKS:
By: Mark Beauchamp Enclosures:
Esgil Corporation
0 GA 0 MB D EJ PC 10/2/00 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
1..i
Carlsbad 00-3654
10/10/00
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 00-3654
PROJECT ADDRESS: 2458 Unicornio
FLOOR AREA: 4408 Dwelling
598 Garage
I REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 10/10/00
JURISDICTION: Carlsbad
STORIES: 2
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 10/2/00
PLAN REVIEWER: Mark Beauchamp
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinance by the Planning Department, Engineering Department, Fire
Department or other departments. Clearance from those departments may be required prior to
the issuance of a building permit.
Present California law mandates that residential construction comply with the 1998 edition of
the California Building Code (Title 24),' which adopts the following model codes: 1997 UBC,
1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99).
The above regulations apply to residential construction, regardless of the code editions adopted
by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations.. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclOse the marked up list when you submit the revised plans.
Carlsbad 00-3654
10/10/00
PLAN REVIEW CORRECTION LIST
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.
1. All sheets of plans must be signed by the person responsible for their preparation. (California
Business and Professions Code). The structural sheets are not signed.
2. There are blank references to details on the floor framing plan and the roof framing plan. It
appears that these references are necessary.
3. When special inspection is required, the architect or engineer of record shall prepare an
inspection program which shall be submitted to the building official for approval prior to
issuance of the building permit. Please review Section 106.3.5. Please complete the attached
form.
4. Guardrails (Section 509.1):
Shall be detailed showing adequacy of connections to resist the horizontal force
prescribed in Table 16-B.
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 less than 6".
5. Handrails (Section 1003.3.3.6):
a) 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.
6. 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 1003.3.3.9.
7. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which
may generate a flame or spark. UMC Section 303.1.3, UPC Section 510.1.
8. Show adequate footings under all posts. Section 1806.3. The posts in the Entry Closet and
the posts in the Toilet room that support FB#5 appear to be supported by the slab.
9. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must
be clearly shown on the foundation plan. Section 1806.6.
Carlsbad 00-3654
10/10/00
Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4,
comply with Section 1403. Show ties, #9 wire in horizontal joints, etc.
Provide a ceiling framing plan for the second floor. Section 106.3.3.
Provide a roof-framing plan for the steep roof over the music room. Section 106.3.3.
Overflow roof drains shall terminate in an area where they will be readily visible and will not
cause damage to the building. If the roof drain terminates through a wall, the overflow drain
shall terminate 12" minimum above the roof drain. Policy 84-35.
Show on the plans all structural requirements developed in the structural calculations. Section
106.3.3. The floor framing in the calculations in not on the plans. It appears that Truss
Joists products were substituted for the designed floor framing with no explanation.
FB#12 shows to be a WI 0X45 on the plans but the calculations call for a WI 0X60.
Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of
TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist
Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be
driven perpendicular to TJI flanges. Details 4,5,6,7 and 8 on sheet SD3 show nails parallel to
the laminations in the flanges in the TJLI's.
Show location of attic access with a minimum size of 22"x30", unless the maximum vertical
headroom height in the attic is less than 30". Access must be provided to each separated attic
area, shall be located in a hallway or other readily accessible location and 30" headroom
clearance is required above the opening. Section 1505.1.
. MECHANICAL (UNIFORM MECHANICAL CODE)
Show the location, type and size (BTU's) of the second system.
Show minimum 30" deep unobstructed working space in front of furnace. Section 307, UMC.
Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located
in attic or under floor space. Sections 306.3 and 306.4, UMC.
. 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 NEC Art. 210-52(a).
Carlsbad 00-3654
10/10/00
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.
Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-
ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more
than one bathroom. NEC Art. 210-52(d).
Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8,
which reads as follows:
All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages,
basements, outdoors, kitchen counters and at wet bar sinks shall be GFIC protected.
. PLUMBING (UNIFORM PLUMBING CODE)
Show T and P valve on water heater and show route of discharge line to exterior. UPC,
Section 608.5.
In the garage, provide an adequate barrier to protect water heater from vehicle damage. An
18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3.
In Seismic Zones 3 and 4, 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 510.5
Provide a note on the plans: In showers and tub-shower combinations, control valves must be
pressure balanced or thermostatic mixing valves. UPC Section 412.7
New residential units must be pre-plumbed for future solar water heating. Note "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 "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).
To speed up the review process, note on this list (or a copy) where each correction item has been
addressed, i.e., plan sheet, note or detail number, calculation page, etc.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review
for your project. If you have any questions regarding these plan review items, please contact
Mark Beauchamp at Esgil Corporation. Thank you.
Carlsbad 00-3654
10/10/00
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION:
PLAN CHECK NUMBER: OWNER'S NAME:
I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the
architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform
Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section
106.3.5.
Signed
I, as the engineer/architect of record, certify that I have prepared the following special inspection program as
required by UBC Section 106.3.5 for the construction project located at the site listed above.
Enginee?sIArthes Seal
- & Signature Here
Signed
1. List of work requiring special inspection:
F1 Soils Compliance Prior to Foundation Inspection E Field Welding
0 Structural Concrete Over 2500 PSI High Strength Bolting
F] Prestressed Concrete Expansion/Epoxy Anchors
Structural Masonry Sprayed-On Fireproofing
Designer Specified Other
2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above:
3. Duties of the special inspectors for the work listed above:
I,
Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site.
Carlsbad 00-3654
10/10/00
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3654
PREPARED BY: Mark Beauchamp DATE: 10/10/00
BUILDING ADDRESS: 2458 Unicornio
BUILDING OCCUPANCY: R-3/U TYPE OF CONSTRUCTION: V-N
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
Dwelling 4408 82.00 361,456
Garage 598 23.00 13,754
Deck 350 12.00 4,200
Air Conditioning
Fire Sprinklers
TOTAL VALUE 379,410
Jurisdiction Code ICB IBY Ordinance I
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance V
Type of Review: El Complete Review
D Repetitive Fee Other
I .v]Repeats fl Hourly f
Esgil Plan Review Fee
I 1,601.081
I 1,040.701
D Structural Only
I 832.561
Comments:
Sheet I of I
macvalue.doc
BUILDING PLANCHECK CHECKLIST
DATE: 'L 13 1(s) PLANCHECK NO.: CB
BUILDING ADDESS: 0x-1L.o - r'
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER: c1 —jj —rn EST. VALUE:
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
Please se 'th attached report of deficiencies
marked with . Make necessary corrections to plans
or specif àtio for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
Date:
Date: (
Application
Dedication Checklist
lmprovement'Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application
ENGINEERING DEPT. CONTACT PERSON
Name: JOANNE JUCHNIEWICZ
City of Carlsbad
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2775
COD INFORMATION
Parcel Map No:
Lots:
Recordation:
Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet
Sewer Fee Information Sheet ' A-4
HW0RDDOCSCHKI.STWuIh1g Panthedi Cldst Form (Genetic).doc I Rev. 7114100
QJ41S -/
BUILDING PLANCHECK CHECKLIST I C.', - 74)
SITE PLAN
1ST / 2ND 3RD/
1. Provide a fully dimensioned site plan drawn to scale. Show:
North Arrow
Existing & Proposed Structures
Existing Street Improvements
Property Lines
Easements
)1 2 Show on site plan: 10 tz'uift' re
Drainage Patterns
t_O
.. , 1. Building pad surface drainage must maintain a minimunfslope of one FVWP+.
j percent towards an adjoining street or an approved drainage course.
- . - j f 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drinnA of 2% to swale 5' away from buildina."
U_ J
) Existing & Proposed Slopes and Topography _&)a- e-Lcv8
C Size, type; location, alignment of existing or proposed sewer and water service
(s) that serves the project. Each unit requires a separate service, however,
second dwelling units and apartment complexes are an exception.
Sewer and water laterals should not be located within proposed driveways, per
standards.
3. Include on title sheet:
M"
Sitö 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
S
H:WORD\DOCSCHKLST8uLldIng Planthedi cklst Form (Genedc).doe 2 Rev. 7114100
(10
I(b)
fiight-of-Way Width & Adjacent Streets
Driveway widths —
Existing or proposed sewer lateral LI
Existing or proposed water service
Existing or proposed irrigation service
BUILDING PLANCHECK CHECKLIST
1ST 2 ND 3 rd DISCRETIONARY APPROVAL COMPLIANCE
0 0 4a. Project does not comply with the following Engineering Conditions of approval for
ProjectNo.________________________________________________
0 0 fl 4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
itIP( 0 U 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $15.000, pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 'H x 11" plat map
and submit with a title report. All easement documents must be approved and
signed by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
0 0 0 6a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the
construction exceeds. $75.000, pursuant to Carlsbad Municipal Code Section
18.40.040.
Public improvements required as follows:
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered Civil Engineer must prepare the
appropriate improvement plans and submit them together with the requirements
on the attached checklist to the. Engineering Department through a separate plan
check process. The completed application form and the requirements on the
Planchedi add Form (RIDDLE- HARVEY 7-12-0O).doc 3 Rev. 12128198
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3rd
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
0 0 0 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 $280 so we may
prepare the necessary Neighborhood Improvement Agreement.. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Neighborhood Improvement Agreement will include the following:
0 0 0 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Neighborhood Improvement Agreement completed by:
Date:
0 0 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.
JZ( 0 7a. Inadequate information available on Site Plan to make a determination on grading
/ . requirements. Include accurate grading quantities (cut, fill import, export). -e jj ( .7 'eM0,uv
0 0 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
0 0 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
H:%WORDDOCSCHKLSTDuUdir Plandied, Cklst Font, (RIDDI.E. HARVEY 7.12.00). 4 .
Rev. 9128100
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD
El 0 0 7d .No Grading Permit required.
U El El 7e. If grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are
not limited to: street improvements, tree trimming, driveway, construction, tying
into public storm drain, sewer and water utilities.
Right-of-Way permit required for:
U U 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153,
for assistance..
Industrial Waste permit accepted by:
Date:
El 0 10. 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.
El El 0 11. I] Required fees are attached
0 No fees required
WATER METER REVIEW
12a. Domestic (potable) Use
7 Ensure that the meter proposed by the owner/developer is not oversized.
U Oversized meters are inaccurate during low-flow conditions. If it is oversized, for
/? the life of the meter, the City will not accurately bill the owner for the water used.
All single family dwelling units received "standard" 1" service with 5/8" service.
MWORDOOMM"rMuDdft Plandied, Cklat Fern, (Geneilc)4o0 5 Rev. 7114100
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD
If owner/developer proposes a size other than the "standard", then
owner/developer must provide potable water demand calculations,
which include total fixture counts and maximum water demand in gallons
per minute (gpm). A typical fixture count and water demand worksheet is
attached. Once the gpm is provided, check against the "meter sizing
schedule" to verify the anticipated meter size for the unit.
Maximum service and meter size is a 2" service with a 2" meter.
If a developer is proposing a meter greater than 2", suggest the
installation of multiple 2" services as needed to provide the anticipated
demand. (manifolds are considered on case by case basis to limit
multiple trenching into the street).
0 0 12b. Irrigation Use (where recycled water is not available)
All irrigation meters must be sized via irrigation calculations (in gpm) prior
to approval. The developer must provide these calculations. Please follow
these guidelines:
If the project is a newer development (newer than 1998), check the recent
improvement plans and observe if the new irrigation service is reflected on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be listed there. Irrigation services are listed with a circled "I",
and potable water is typically a circled "W". The irrigation service should
look like:
,-.. STA 1+00 Install 2" service and
"—" 1.5: meter (estimated 100 gpm)
If the improvement plans do not list the irrigation meter and the
service/meter will be installed via another instrument such as the building
plans or grading plans (w/ a right of way permit of course), then the
applicant must provide irrigation calculations for estimated worst-case
irrigation demand (largest zone with the farthest reach). Typically, Larry
Black has already reviewed this if landscape plans have been prepared,
but the applicant must provide the calculations to you for your use. Once
you have received a good example of irrigation calculations, keep a set for
your reference. In general the calculations will include:
Hydraulic grade line
Elevation at point of connection (POC)
Pressure at POC in pounds per square inch (PSI)
Worse case zone (largest, farthest away from valve
Total Sprinkler heads listed (with gpm use per head)
Include a 10% residual pressure at point of connection
3. In general, all major sloped areas of a subdivision/project are to be
irrigated via separate irrigation meters (unless the project is only SFD with
no HOA). As long as the project is located within the City recycled water
PWcheck Cidsi Folin (Genetic)400 6 Rev. 7114100
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future.
U 12c. Irrigation Use (where recycled water is available)
1. Recycled water meters are sized the same as the irrigation meter above.
If a project fronts a street with recycled water, then they should be
connecting to this line to irrigate slopes within the development. For
subdivisions, this should have been identified, and implemented on the
improvement plans. Installing recycled water meters is a benefit for the
applicant since they are exempt from paying the San Diego County Water
Capacity fees. However, if they front a street which the recycled water is
there, but is not live (sometimes they are charged with potable water until
recycled water is available), then the applicant must pay the San Diego
Water Capacity Charge. If within three years, the recycled water line is
charged with recycled water by CMWD, then the applicant can apply for a
refund to the San Diego County Water Authority (SDCWA) for a refund.
However, let the applicant know that we cannot guarantee the refund, and
they must deal with the SDCWA for this.
HWORDD005KI.ST8uIIdffig elanthedi Cdst Form (Geneic)doc 7 .• Rev. 7114100
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
o Eetimate based on unconfirmed information from applicant.
B Calculation based on building plancheck plan submittal.
Address: L( 58 )'sp C5w-v1 D Bldg. Permit No.___________________
Prepared by:j Date: Checked by: Date:
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: C la.. Sq. Ft./Units: EDU's:
Types of Use: Sq. Ft./Units: EDU's:
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use: SFR. Sq. Ft./Units: ADT's:
Types of Use: Sq. Ft./Units: ADT's:
FEES REQUIRED:
MIN ~O WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)
1. PARK-IN-LIEU FEE PARK AREA & #:
: ,- FEE/UNIT: X NO. UNITS:______
E"2. TRAFFIC IMPACT FEE
ADT's/UNITS: X FEE/ADT: =s 920
BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3
ADT's/UNITS: X FEE/ADT:S cQ = $53
I3"4. FACILITIES MANAGEMENT FEE ZONE:_________
UNIT/SQ.FT.:___________
5. SEWER FEE
cri
BENEFIT AREA:
EDU's:
t~7.
EWER LATERAL ($2,500)
DRAINAGE FEES PLDA________
,.ACRES:
13" 8. POTABLE WATER FEES
X FEE/SQ.FT./UNIT: ft $_
Szo
___________
X FEE/EDU:________
X FEE/EDU:_________ =$)
HIGH /LOW______
X FEE/AC:
UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION
__ __ _______ _
Ro
_____
,2cz/ 13Y)
1 of
WordDocsMIsformsWee Calculation Worksheet Rev. 7/14/00
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
- - Plan Check No. CB OO'?CI Address Lf U-nic
Planner Paul Godwin Phone (760) 602-4625
o-co APN: - rl CO -
Type of Project & Use: New L f P, Net Project Density: DU/AC
Zoning: I General Plan: P_LIfl Facilities Management Zone: 6
CFD (in/nuit # Date of participation: Remaining net dev acres:______ Circle One
>.
(For non-residential development: Type of land used created by
thispermit:______________________________________________
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 X 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:____________________________________________________
=0
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES____ NO)(
CA Coastal Commission Authority? YES____ NO____
If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite
200, San Diego CA 92108-1725;-(619)'521-8036
Determine status (Coastal Permit Required or Exempt):
Coastal Permit Determination Form already completed? YES NO '
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
Complete Coastal Permit Determination Log as needed.
H:\ADMlNCOUNTERBldgPlnchkRevChklst
Required Q 0"
Required '7 '— 'II
Required —
Required IS'
Shown
Shown 71— ' I,
Shown —
Shown 15's
5. Parking: Spaces Required O 'O'n r Shown
Guest Spaces Required Shown — i .1 -
e.Lc,v-c'1S
Inclusionary Housing Fee required: YES X NO
(Effective date of Inclusionary Housing Ordinance- May 21, 1993.)
Data Entry Completed? YES X NO
(A/PIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!)
Site Plan:
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.
Provide legal description of property and assessor's parcel number.
Zoning:
Eli 1. Setbacks:
- Front:
Interior Side:
Street Side:
Rear:
sory structure setbacks:
Front:
Interior Side:
Street Side:
Rear:
Structure separation:
3. Lot Coverage:
C 4. Height:
Required Shown
Shown
rerZZShown_
Required _______________
_____________ Shown Required _______________
4. Required V 90% Shown 9 5 % 0,4
'/ 9~ Required 30'
/
L/' Shown 0
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE131JQI4/1/fl DATE /5/O /
H:ADMINCOUNTERBIdgPlnchkRevChkIst
810W. Los Vallecitos, Ste A • San Marcos CA-92069 (760) 752-7010. Fax (760) 752-7092
GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS,
FOR THE PROPOSED PALAY RESIDENCE
TO BE LOCATED ON 2458 UNICORNIO STREET,
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, CALIFORNIA
ESS!
No.47672
Exp.12•03 *
Project No.: 992208-1
January 24, 2000
PREPARED FOR:
Elliott and Susan Palay
do Donald Grover, AlA
135 Liverpool Drive, Suite C
Cardiff, CA 92007
TABLE OF CONTENTS
Page
SCOPE •
SITE AND PROJECT DESCRIPTION ....................................3
FIELD INVESTIGATION ...............................................3
SUBSOIL CONDITIONS ................................................4
LIQUEFACTION......................................................
CONCLUSIONS AND RECOMMENDATIONS ...............................6
CENERAL ..........................................................6
FARTHWORK .......................................................6
FOUNDATIONS ......................................................7
CONCRETE SLABS ON GRADE .........................................9
RETAINING WALLS ..................................................11
SURFACE DRAINAGE .................................................12
CONSTRUCTION OBSERVATION AND TESTING ..........................12
MISCELLANEOUS ...................................................13
ATTACHMENTS
Site Vicinity Map ............................................Figure No. I
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
SCOPE
This report presents the results of our geotechnical investigation and evaluation for the
proposed single family residence to be located at 2458 Unicornio Street, in the City of
Carlsbad, County of San Diego, California. Please see Figure No. 1, "Site Vicinity Map,"
and Figure No. 2, "Site 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 west side of
Unicornio Street, in the City of Carlsbad, County of San Diego, California. The subject site
is bordered to the north and south by developed residential properties, to the west by a
descending graded slope and to the east by Unicornio Street. The topography of the site
area consists of hilly terrain. The site consists of a flat graded pad with a descending slope
to the west. Recently the lot has been grubbed, and most low lying grasses and other
weed growth removed.
Based on our discussions with the project architect, we understand the proposed site
development will consist of a new two story residence, and other typical improvements
associated with the construction of a new home.
FIELD INVESTIGATION
Our field investigation of the property, conducted January 4, 2000, 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 test pit excavations, logging of soil
types encountered, and sampling of soils for laboratory testing; logs of the test pit
excavations are presented in Figures 4-5 of this report. The test pits were excavated under
the direction of a civil engineer from our firm. The locations of the test pit excavations are
given in Figure No. 3, "Site Plan/Location of Test Pit Excavations".
1.
PALAY RESIDENCE Page No.3
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
I
I
ENGINEERING DESIGN GROUP
GEOTECKNICAL CIVIL, STRUCTURAL & ARCHITECTURAL CONSULTANTS
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 materials associated with the original mass grading of the lot were found
to mantle the site. FiIItopsoils encountered extended to depths approximately 52
inches below existing grade. These materials consist of white/grey to tan, dry to
moist, medium dense, silty sand, and brown, moist, medium stiff, sandy clay.
These materials are not considered suitable for the support of structures and
1 structural improvements, but may be utilized as re-compacted fill during
grading, provided the recommendations of this report are followed. It is
I
anticipated that the pad area will be undercut or ripped to a minimum depth
of 52 inches below existing site grade, underlying rock ripped, moisture
conditioned, and re-compacted prior to construction. Fill materials classify as
I SM-SC 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/rust brown to dark grey, 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 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.
For detailed logs of soil types encountered
depiction of the test pit locations, please
Exploratory Test Pits," and Figures No. 4-5,
within the test pit excavations, as well as a
see Figure No. 3, "Site Plan/Location of
"Test Pit Logs."
I
I
I -
I -
I
I
PALAY RESIDENCE Page No.4
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNCAL. CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
LIQUEFACTION
I
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.
I
However, the seismic risk at this site is not significantly greater than that of the surrounding
developed area.
l 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
I 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
I 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.
I
I
I
I
PALAY RESIDENCE Page No.5
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNICAL. CIVIL, STRUCTURAL & ARCHITECTURAL CONSULTANTS
I
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.
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.
1 1. Site Preparation:
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.
2. Removals:
Topsoil/fill material found to mantle the site within our exploratory test pit I excavations are not suitable for the structural support of settlement sensitive
improvements in their present state. To mitigate the condition of these
I . materials, we recommend a removal and recompaction of the upper
approximately 4 feet of soil material, and a deep ripping of the upper 1 foot
into the upper profiles of the underlying rock. Excavated fill materials are
I suitable for re-use as fill material during grading, provided they are cleaned of
debris and oversize material in excess of 6 inches in diameter (oversized
material is not anticipated to be of significant concern) and are free of
I contamination. Subsequent to the completion of the ripping and compaction
' PALAY RESIDENCE Page No.6
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNICAL. CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
I
-
process, removed surface materials should be replaced, moisture conditioned
I
and compacted.
The depths of removal will likely be on the order of 4 feet below existing grade for
the proposed building. Removals should extend a minimum of 5 feet beyond the
I footprint of the proposed structures and settlement sensitive improvements.
Removal depths should be visually verified by a representative of our firm prior to
I
the placement of fill.
3. Fills:
I 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
I 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
I 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.
I 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
I
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
I
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
I
deemed necessary. Minimum design parameters for foundations are as follows:
1. Footings bearing in competent formational materials may be designed utilizing
maximum allowable soils pressure of 2,000 psf.
I -
PALAY RESIDENCE Page No.7
I 2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECIINICAL CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
2. Seismic Design Parameters:
Seismic Zone Factor 4
Soil Profile Type 5d.
(Table 16-J)
Near Source 19 km.
Distance
(Distance to Closest
Active Fault) .
Seismic Source Type • A
(Table 16-U)
Bearing values may be increased by 33% when considering wind, seismic, or other
short duration loadings.
I The following parameters should be used as a minimum, for designing footing width
and depth below lowest adjacent grade:
No. of Floors
Supported
Minimum FoOting Width *Minimum Footing Depth
Below,.Lowest Adjacent Grade
1 15 inches 18 inches
1'8-inches
inches 'And hes
I *Note: Actual footing depth may be deeper to achieve proper embedment
incompetent soil material if mitigative grading is not conducted.
4. All footings should be reinforced with a minimum of two #4 bars at the top and two
#4 bars at the bottom (3 inches above the ground). For footings over 30 inches in
depth, additional reinforcement, and possibly a stemwall system will be necessary.
I This detail should be reviewed on a case by case basis by our office prior to
construction.
I 5. All isolated spread footings should be designed utilizing the above given bearing
values and footing depths, and be reinforced with a minimum of #4 bars at 12
inches o.c. in each direction (3 inches above the ground). Isolated spread footings
I should have a minimum width of 24 inches.
7. For footings adjacent to slopes, a minimum 15 feet horizontal setback in formational
I material or properly compacted fill should be maintained. A setback measurement
should be taken at the horizontal distance from the bottom of the footing to slope
daylight.
I
PALAY RESIDENCE Page No.8
I 2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNIcAL, CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
All excavations should be performed in general accordance with the contents of this
report, applicable codes, OSHA requirements and applicable city and/or county
I standards.
All foundation subgrade soils shall be pre-moistened a minimum of 18 inches in
I depth prior to the pouring of concrete.
I CONCRETE SLABS ON GRADE
Concrete slabs on grade are anticipated for the proposed construction. Minimum design
I 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:
I . Slump: Between 3 and 4 inches maximum
Aggregate Size: 3/4 - 1 inch
Air Content: 5 to 8 percent
I . Water to Cement Ratio - .5 maximum (As an alternative
moisture retarding admixtures may be utilized.)
I 2. 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.
1 3. 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
I
beneath the slab, and act as a capillary break. In addition, a visqueen layer
(10 mu.) should be placed mid-height in the sand bed to act as a vapor
retarder.
1 4. Adequate control joints should be installed to control the unavoidable
cracking of concrete that takes place when undergoing its natural shrinkage
during curing. The control joints should be well located to direct unavoidable
I slab cracking to areas that are desirable by the designer.
All subgrade soils to receive concrete flatwork are to be pre-soaked to 2
1 percent over optimum moisture content to a depth of 24 inches.
Brittle floor finishes placed directly on slab on grade floors may crack if
I concrete is not adequately cured prior to installing the finish or if there is
I PALAY RESIDENCE Page No.9
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNIAL CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
11
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.
7. 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 is poured in hotter weather, a set retarding
additive should be included in the mix, and the slump kept to a
minimum.
Concrete subgrade should be presoaked prior to the pouring of
1 concrete. The level of presoaking should be a minimum of 2 percent
over optimum moisture to a depth of 24 inches.
1 • Concrete may be poured with a 10 inch deep thickened edge.
Concrete should be constructed with tooled joints or sawcuts (1 inch
I 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
I 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
I industry standards.
Drainage adjacent to concrete flatwork should direct water away from
I the improvement. Concrete subgrade should be sloping and direct to
the collective drainage system, such that water is not trapped below
the flatwork.
I • The recommendations set forth herein are intended to reduce
cosmetic nuisance cracking. The project concrete contractor is
I
ultimately responsible 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.
I
PALAY RESIDENCE Page No. 10
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNICAL. CIVIL. STRUCTURAL & ARCHITECTURAL CONSULTANTS
~ I
I - RETAINING WALLS
I Retaining walls are not anticipated for the construction of the new residence. Retaining
walls up to 6 feet may be designed and constructed in accordance with the following
recommendations and minimum design parameters: 1 i. Retaining wall footings should be designed in accordance with the allowable
bearing criteria given in the "Foundations" section of this report. 1 2. 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 sloping backfill, the following parameters may be utilized:
I Condition 2:1 Slope 1.5:1 Slope
Active 50 65
1 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 I 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 I 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. 1 7. All walls shall be provided with adequate back drainage to relieve hydrostatic
pressure, and be designed in accordance with the minimum standards contained I in the "Retaining Wall Drainage Detail," Appendix B.
8. Retaining wall backfill should be placed and compacted in accordance with the I-
I
PALAY RESIDENCE Page No. 11
- 2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNICAL CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
~ I
"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.
I CONSTRUCTION OBSERVATION AND TESTING
The recommendations provided in this report are based on subsurface conditions
I
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 representative of Engineering Design Group in orderto verify
I
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 i. Review of final approved project grading and structural plans prior to start of work.
2. Observation of removal/scarification bottom.
I3. Observation and testing of any fill placed, including retaining wall backfill and utility
trenches backfill.
4. Foundation excavation observation prior to placement of reinforcement.
I5. Observation during placement of surface and subsurface drainage systems,
including retaining wall back drains.
6. Field observation of any "field change" condition involving soils.
I
I
PALAY RESIDENCE Page No.12
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECIINICAL CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
1 7. Walk through prior to final approval of proposed improvement(s).
I . 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.
I 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,
I
and the design considerations of the project soils report has been met. The field inspection
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
I . building. Engineering Design Group assumes no liability for structures constructed utilizing
this report not meeting this protocol.
MISCELLANEOUS
I 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
I 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
I 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;
I 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
I
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
I
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
I
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
I.
PALAY RESIDENCE . , Page No. 13
I 2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNICAL, CIVIL. STRUCTURAL & ARCHITECTURAL CONSULTANTS
~ I
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
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.
EN
Steven Norris
i California RICE #47672
I
I
I
I
I
C:FILEUOBS1 J0BS99\992208-1 PALAY RESIDENCE- GEO INVESTIGATION - UNICORN 10 ST - CARLSBAD.wpd
PALAY RESIDENCE Page No.14
2458 UNICORNIO STREET, CARLSBAD, CA Job No. 992208-1
ENGINEERING DESIGN GROUP
GEOTECHNIcAL CIVIL STRUCTURAL & ARCHITECTURAL CONSULTANTS
I
1066 A
I
0
NOT TO SCALE
ENGINEERING DESIGN GROUP
SITE VICINITY MAP
JOB NO. 992208-1 BY: ER FIGURE NO. I
li
---------------
RR1LLQ
NCH PARK
_-- SITE 9 N
2 EL PAM ! _&K CT
CA s FA
MTA
WNW
LUB WA 1. cc BR SGQ0RR0 LN
LN
vi
EST BLUFF C3 CT
ALGA I
_
ESTRELLA
13
t 13=0 1 MIA
ç. A444IcaR? 1 AUILA PL
S?.' •
'yo 11 AVO TOPAWA I
7.9
-
I VIA PELICAIm
cg
_.
ell CANDIL PL
/
CANTE
- . ..
.1
.1
O:..___• -
0
NOT TO SCALE
.. .
j
LOCATION OF TEST PITS
#1 - APPROXIMATE LOCATION OF TEST PITS
PROJECT NAME PALAY RESIDENCE
PROJECT ADDRESS 2458 UNICORNIO STREET, CARLSBAD, CA
JOB NUMBER ENGINEERING DESIGN GROUP FIGURE
GEOTECHNICAL, CIVIL. STRUCTURAL & ARCHITECTURAL CONSULTANTS
992 810W. Los Valtecitos Blvd.. Suite A. San Marcos. CA 92069 LUO- I Phone: (760)752.7010 Fax: (760)752.7092
SandvflIeForms1 FRM992208-1 PALAY RESIDENCE - LOCATION OF TEST PITS.wpu
AME:PALAY LOGGED BY: EER TEST PIT NO: 1 O: 992208-1 DATUM: EXISTING GRADE = 0.0, ENGINEERING PROPERTIES FEENT:HAND DUG ELEVATION: SEE MAP I
GED:
FIGURE: 4
1/4/99 DESCRIPTION: VACANT LOT, RELATIVELY FLAT LOT UCSC SAMPLES OTHER
SOIL TYPE GEO. ATT.
FILL I 0-4'-3" White to tan, with deposits of brown clay, moist, medium dense, silty SM sand.
2 METAVOLCANIC ROCK
4'-3"-4'-5" Rust Brown to grey, very dense, massive metavolcanic rock SW
GRAPHICREPRESENTATION: SURFACE SLOPE: TREND: N/A
A SILT SAND CLAY CONTACT
1
• . FRACTURE SEEPAGE - • POCKETS OF GRAVEL ROOTLET
1
- . BULK SAMPLE CEMENTED ZONE ROOTLET - .
• BEDDING CONTACT - . (J) JOINT (F) FRACTURE - (CS) CLAY SEAM 2
UC UNCONFINED COMPRESSION (TSP) El • EXPANSION INDEX - \J 3
4
5
6
7
- TOTAL DEPTH = 4'-5" NO GROUNDWATER
NS ,. r'''"-"-' .......................''' -
PROJECT NAME: PALAY LOGGED BY: EER TEST PIT NO: 2 PROJECT NO: 992208-1 DATUM: EXISTING GRADE = 0.0' ENGINEERING PROPERTIES EQUIPMENT: HAND DUG ELEVATION: SEE MAP FIGURE 5
DATE LOGGED: 1/4/99 DESCRIPTION: VACANT LOT, RELATIVELY FLAT LOT UCSC SAMPLES OTHER
SOIL TYPE GEO. ATT.
FILL
I 0-4'4" White to tan silty sand to white/gray/olive clayey sand, moist, SM-SC medium dense,.
2 METAVOLCANIC ROCK
4'-4"-4'-6" Rust Brown to grey, very dense, massive metavolcanic rock SW
GRAPHIC REPRESENTATION: SURFACESLOPE: TREND: N/A
A SILT SAND
CLAY CONTACT
'I
FRACTURE SEEPAGE - .
- POCKETS OF GRAVEL ROOTLET
1
• £ - BULK SAMPLE CEMENTED ZONE
- (8)- BEDDING (C) CONTACT - • O (J) JOINT (F)- FRACTURE - (CS)CLAY SEAM 2
UC UNCONFINED COMPRESSION (TSP) El EXPANSION INDEX J( /.
3
4
- ._•u•_'s •2. •d-.:-,•.-•'
5
6
7
- TOTAL DEPTH = 4'-6" NO GROUNDWATER
APPENDIX -A-
I
I
I
1
APPENDIX A
REFERENCES
California Department of Conservation. Division of Mines and Geology, Fault-
Rupture Zones in California, Special Publication 42, Revised 1990.
I 2. Greensfelder, R.W., 1974, Maximum Credible Rock Acceleration from
I
Earthquakes in California: California Division of Mines and Geology, Map Sheet
23.
I3. 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
I from Earthquakes: California Geology, Vol. 27, No. 9, P. 195-199.
State of California, 1994, Fault Activity Map of California: California Division
I Mines and Geology, Geologic Data, Map No. 6.
State of California, Geologic Map of California, Map No. 2, Dated 1977.
APPENDIX -B-
1.0 General Intent
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 Testina 11
Prior to the commencement of grading, a qualified geotechnical consultant should be
I 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
I 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
I 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
I methods to accomplish the work in accordance with applicable grading codes and
agency ordinances, recommendations in the geotechnical report, and the approved
I 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
I
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
I Testing and Materials test method ASTM D1557.
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.
I 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
I 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
I uneven features which would inhibit uniform compaction.
I 3.3 Overexcavation: Soft, dry, organic-rich, spongy, highly fractured, or otherwise
unsuitable ground, extending to such a depth that surface processing cannot
I
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.
I
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.
1
~ I
I 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
I 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
I . overexcavated when recommended by the geotechnical consultant.
I 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
I 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.
I expansion, or strength characteristics should be placed as recommended by
the geotechnical consultant or mixed with other soils to achieve satisfactory fill
material.
I
4.2 Oversize: Oversize material, defined as rock or other irreducible material with
I a maximum dimension greater than 6 inches, should not be buried or placed
in fills, unless the location, materials, and disposal methods are specifically
I
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.
I 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.
I
-3- I
I4.3 Import: If 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
I proposed import materials.
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
I
compacted thickness. Each layer should be spread evenly and thoroughly
mixed to attain uniformity of material and moisture throughout.
1 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.
I
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
I 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.
6.0 Subdrain Installation
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.
7.0 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.
8.0 Quantity Determination
I 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.
I
I -5-
I
0
END MIRADRAIN (top)
RETAINING WALL ---
MIRADRAIN MEMBRANE
I
p 2%
7
soft.
AREA DRAIN
SYSTEM
INSTALLED PER MANUFACTURES
SPECIFICATIONS OVER MASTIC
WATERPROOFING - HIM 5000
OR EQUIVALENT
=1!
- MINIMUM t I/-\IINIINU VV/ALL VVP I UUIIN(
I. & DRAINAGE DETAIL
I FINAL WATERPROOFING SPECIFICATIONS & DETAILS TO BE PROVIDED
BY PROJECT ARCHITECT
I
Top OF RETAINING WALL
MASTIC TO BE APPLIED TO TOP OF WALL
MASTIC TYPE WATER PROOFING (HLM 5000 OR EQUIV)
INSTALLED PER MANUFACTURES
SPECIFICATIONS & PROTECTED WITH
BACKER BOARD (ABOVE IIRACPAIN) MASTIC NOT TO BE
EXPOSED TO SUNLIGHT
SOIL BACKFILL COMPACTED TO 90%
RELATIVE COMPACTION
PER REFERENCE 01
\ PROPOSED SLOPE BACKCUT
\—PER OSHA STANDARDS
OR PER ALTERNATIVE SLOPING
PLAN. OR PER APPROVED
SHORING PLAN
FILTER FABRIC ENVELOPE
(MIRAFI 140N OR
APPROVED EQUIVALENT)
12 MIN. LAP
3/4 - 1 1/2 CLEAN
GRAVEL
4X4 (45d) CONCRETE CANT
0 FOOTING/WALL CONNECTION
(UNDER WATER PROOFING)
4 (MIN.) DIAMETER
PERFORATED PVC PIPE
(SCHEDULE 40 OR EQ.)
WITH PERFORATIONS
ORIENTED DOWN AS
DEPICTED MIN. 2% k •'/'/ / GRADIENT TO SUITABLE
OUTLET.
END MIRADRAIN (bottom)
COMPACTED FILL
OR BEDROCK WALL FOOTING
I . COMPETENT BEDROCK OR FILL MATERIAL
AS EVALUATED BY THE GEOTECHNICAL
CONSULTANT
I.
-
PROJECT NUMBER ENGINEERING DETAJL/FIGUR
NUMBER
PROJECT NAME DESIGN GROUP
PROJECT ADDRESS 810 WEST LOS VALLECITOS BLVD.
SUITE "A DRAWN BY: ... .. SAN MARCOS, CA 92069
SCALE: 1=1-0 (760) 752-7010 FAX (760) 752-7092 DATE
DESIGN CONDITIONS: INSPECTIONS:
Wills are to be used for the loading conditions shown for Call for inspections as follows:
each type will. Design H shall not be exceeded.
Footing key
is required except as shown otherwise or when A. When the looting has been formed, with the steel tied
found unnecessary by the Engineer. securely in final position, and is ready for the concrete
Special footing design is required where foundation material to be placed.
is uncapable of supporting toe pressure listed in table.
B. Where cleanout holes are not provided:
DESIGNDATA:
After the blocks have been laid up to a height of
Reinforced Concrete: 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 10 After the first lift is property grouted, the blacks
have been laid up to the top of the wall with the
Reinforced Masonry: steel tied securely in place but before the upper
lift is grouted.
F'm 600 psi Fm = 200 psi
Fs 20.000 psi n 50 Where cleanout holes are provided:
Earth 2 120 pcf and Equivalent Fluid Pressure • 36 psf
per foot of height. Walls shown for 14:1 unlimited After the blocks have been laid up to the top of
sloping surcharge are designed in accordance with the wail, with the steel tied securely in place, but
Rankline's formula for unlimited sloping surcharge with before grouting.
a 33 42:
C. After grouting is complete and after rock or rubble will
REINFORCEMENT: . 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, ASh. 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.
8ackin9 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
within 10 minutes of pouring to insure consolidation. Bring
MASONRY:
. grout to a point 2" from the top of masonry units when
grouting of second lift is to be continued at another time.
All reinforced masonry retaining walls shall be constructed of
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 shall be designed to resin shear and
other lateral forces while permitting longitudal moviment.
Vertical expansion joints shall be placed at 96 foot inter-
vals maximum.
CONCRETE:
Footing concrete shall be 560—C-3250, using B aggregate
when placing conditions permit.
BACKFILL:
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 C.8.
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 DESIGN GROUP
RETAINING WALL DETAIL
NO:
NOTES
See Standard Drawings C.7 and C-8 for
additional notes and details.
Fill all block cells with grout.
DIMENSIONS AND REINFORCING STEEL
H (max) 5'.4" 3'.8"
T (mm) 0'. 10" 0'. 10"
W (mm) 6'.0" J 3'. 9"
bars #4@16"
bars 1 6 @ 16" 1 4 @ 16"
max. toe
press. (psi) 700 550
out line
PLAN
1 1/2 1 sloping backfill or
250 psf. live load surcharge
mortar cap
4 total 2
E111 I 1 L E
Cc
cc
12"x 12" key
i i III i I I I [1
I 4 __ II
LL41ij,J @12" L
Key -
1_LJ L....... #4@12"
: Horizontal reinf. not shown TYPICAL SECTION
3'- 8" max.
TYPICAL SECTION ELEVATION
over 3' 8"
I THE ENGINEERING DESIGN GROUP _____
RETAINING WALL DETAIL
1 1/2 : 1 sloping backfill or
250 psi. live load surcharge
mortar cap
1
#4 total 2
bars
- 2" # 4 total 2
, bars
/ ,#4tot
______
- L) bars
total 3
me
ZJ.H -1 ,
No surcharge loads within zhis
area for level backfill design.
a
Ji +1 E
• o. I
___ II I
I
--
1
Line of undisturbed natural soil
TYPICAL SECTION
Filter Material, 1" max. crushed
aggregate. 4 Cu. ft. per 4" dia.
drain or 1 Cu. ft. per ft. of open
head joints.
4" dia. drain with 1/4" galv. wire mesh screen 8'. 0" on centers, or one row
horizontally of open head joints.
: Mortar or cast-in-place concrete
Finished ground line
Vertical reinf.
Grout filled block cells
9" 12" block wall
5 1/4" 8" block wall -
Vertical reinf.
#- Top of footing
Horizontal reinf. thru
bond beam block
2" x 4" (nominal) key
CAP DETAIL KEY DETAIL
NOTES:
All masonry retaining walls shall be constructed with c
a
p
,
k
e
y
a
n
d
drainage details as shown hereon.
4" diameter drain may be formed by placing a block
o
n
i
t
'
s
s
i
d
e
.
F7- RETAINING WALL DETAIL
SIDE HILL STABILITY FILL DETAIL
EXISTING GROUND
SURFACE
FINISHED SLOPE FACE _.
PROJECT I TO 1 LINE FINISHED CUT PAD
FROM TOP OF SLOPE TO .
OUTSIDE EDGE OF KEY -,
:-2-:cOuPAcTEc--- :: f&''-:4 -
OV
UNSUITABLE
ERBURDEN OR
PAD OVEREXCAVATION DEPTH
AND RECOMPACTION MAY BE MATERIAL I/Al
GEOTECHPCAL CONSULTANT BENCH BASED ON ACTUAL FIELD
CONDITIONS ENCOUNTERED.
2' 15 0 MIN.I COMPETENT BEDROCK OR MIN. LOWEST MATERIAL AS EVALUATED A KEY BENCH BY THE GEOTECHNICAL / DEPTH (KEY) CONSULTANT-
NOTE: Subdrain details and key width recommendations to be provided based
on exposed subsurface conditions
I
CANYON SUBDRAIN DETAILS
- IXI$11N4
GROUND SURFACE
OMPACTED FIL -------------
BENCHING
REMOVE
UNSUITABLE .1 MATERIAL
8' MIN. OVERLAP
3/4'-11/2' CLEAN "
GRAVEL 0110/ft. MIN.)
SUBORAIN
TRENCH
SEE BELOW
SUBDRAIN TRENCH DETAILS
FILTER FABRIC ENVELOPE So MIN. OVERLAP (MIRAFI 140N OR APPROVED / EQUIVALENT)* \
6'MIN.
COYER COVER
.
.BEOOING r...1. (aft.3/ft. MIN4' MIN .)
GRAVEL
- 6' d MIN. -
PERFORATED
PIPE
DETAIL OF CANYON SUBDRAIN TERMINAL
DESIGN FINISH
SUBDRAIN GRADE
_...::: - TRENCH
SEE ABOVE r1r
I F 15' MIN. hI5'Mh1
PERFORATED
8 1 ' 0 MIN. PIPE
*IF CALTRANS CLASS 2 PERMEABLE
MATERIAL IS USED IN PLACE OF
3/4-1-1/2' GRAVEL, FILTER FABRI
MAY BE DELETED
SPECtFZCATEONS FOR CALTRANS
CLASS 2 PERMEABLE MATERIAL
U.S. Standard
Sieve Size Passing
1" 100
3/4" 90-100
40-100
Mc. 4 25-40
No. 8 18-33
Mc. 30 5-15
No. 50 0-7
Nc. 200 0-3
Sand Equivalent>75
Ifl flt Wfl fl I - - - IViII••
Subdrain should be constructed only on competent material as evaluated by the geotechfllcal
consultant.
SUBDRAIN INSTALLATION Subdraln pipe should be Installed with perforations down as depicted.
At locations recommended by the geotechnlcai consultant, nonperforated pipe should be Installed.
SUBDRAIN TYPE-3ubdra1n type should be Acrylonitrlil Butadiene Styrene (A.B.S.). Polyvinyl
Chloride (PVC) or approved equivalent. Class 125 SOR 32.5 should be used for maximum
flIt depths of 33 toot. Class 2009 SOR 21 should be used for maximum fill depths of 100 toot. -
STABILITY FILL / BUTTRESS DETAIL
/
OUTLET PIPES
—40 0 NONPERFORATED PIPE.
100' MAX. O.C. HORIZONTALLY.
30' MAX. O.C. VERTICALLY-.,
2' t 2S_M1N.C -C- MIN. -
I V KEY WIDTH AS NOTED ON GRADING PLANS
is, MIN.
LEI11J 'CK CUT
1:1 OR FLAT1E
'—BENCH
SEE SUBDRAIN TREN
DETAIL
LOWEST SUBDRAIN 3HOU
BE SITUATED AS LOW A
POSSIBLE TO ALLOW
SUITABLE OUTLET
.nRATED
10' MIN. (--,,-*-,EACH SIDE
CAP
PIPE
NON-PERFORATED OUTLET PIPE
T-CO.NNECTIONDETAIL
KEY
DEPTH
I
'IF CALTRANS CLASS 2 PERMEABLE
MATERIAL IS USED IN PLACE OF
3/4-1112' GRAVEL, FILTER FABRIC
MAY BE DELETED
— 4• 0
PERFORATED
PIPE
5% MIN.
4 MIN.
BEDDING
6 MIN.
OVERL
CLEAN GRAVEL
(31t3/ft.
4•Ø .. NON-PERFORATED
PIP E\
— — I
FILTER FABRIC —
ENVELOPE (MIRAFI
140N OR APPROVED
EQUIVALENT)*
SUBDRAIN TRENCHDETAIL
SP!CLFECATEONS FOR CALTR.ANS
CLASS 2 PERMEABLE MATERIAL
U.S. Standard
SieveSize r.Passing
1' 100
3/4" O-1OO
3/8" 40-100
No.41 25-40
No. 8 18-23
No. 30 5-15
NO. 50 0-7
No. 200 0-3
Sand Equva1eflt>7
SEE TCONNECTION
DETAIL
6 MIN.
COVER
NOTES:
For buttress dImensIons, see geotechnical report/plans. Actual dimensions of
b
u
t
t
r
e
s
s
a
n
d
s
u
b
d
r
a
may be changed by the get.ChfliC3I consultant based on field conditions.
SUBDRAIN INSTALLATION -Subdralfl pipe should be Installed with perforations down as depicted.
At locations recommended by the geotechnical consultant. nonperforated pipe
3
n
o
u
l
d
b
e
i
n
s
t
a
l
l
e
d
SUBDRAIN TYPE-Subdrain type should be Acrylon trill Butadiene Styrene (A.B
.
S
.
)
1
p
o
l
y
v
i
n
y
l
C
h
l
o
r
i
d
e
(PVC) or approved equivalent. Class 125,30R 32.5 should be used for maximum fill
d
e
p
t
h
s
o
f
3
5
t
o
o
Class 200,90111 21 should be used for maximum fill depths of 100 feet.
KEY AND BENCHING DETAILS
FILL. SLOPE PROJECT I To I LINE
FROM TOE OF SLOPE
TO COMPETENT MATERIAL
EXISTING
GROUND SURFACE
REMOVE
UNSUITABLE
MATERIAL
BENCH
— -._--2% MIN.
2' MIP4.i---I5' MIN. KEY 1 LOWEST DEPTH BENCH
(KEY)
A FILL-OVER-CUT SLOPE
EXISTING
GROUND SURFACE
BENCH
- - - -
2HLOWESTH
REMOVE
UNSUITABLE
> MIN. BENCH MATERIAL
KEY (KEY) DEPTH
CUT SLOPE
(TO BE EXCAVATED
PRIOR TO FILL
PLACEMENT)
EXISTING GROUND SURFACE—.....e —
CUT SLOPE
CUT-OVER-FILL SLOPE /, '' (TO BE EXCAVATED
/ PRIOR TO FILL
PLACEMENT)
REMOVE
-:-4:-_-- UNSUITABLE PROJECT I TO I MATERIAL
LINE FROM TOE
OF SLOPE TO —' — OMP ACT
MATERIAL - -
BENCH
. ci
f k-i S. MIN. --IMIN.' LOWEST I
KEY DEPTH BENCH (KEY)
NOTE: Back 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. MENOM
I
ROCK DISPOSAL DETAIL
SLOPE FACE
FINISH GRADE
OVERSIZE WINDROW
GRANULAR SOIL CS.E.I 30) TO BE .... OENSIFIEO IN PLACE BY FLOODING
DETAIL
- - -
TYPICAL PROFILE ALONG WINDROW
Rock with maximum dimensions greater than 6 inche
s
s
h
o
u
l
d
n
o
t
b
e
u
s
e
d
w
i
t
h
i
n
io feet
vertically of finish grade (or 2 feet below depth of lowest utility whichever IS greater).
and 15 feet horizontally of slope faces.
Rocks with maximum dimensions greater than 4 feet sho
u
l
d
n
o
t
b
e
u
t
i
l
i
z
e
d
i
n
f
i
l
l
s
.
Rock placement, flooding of granular soil, and fill placem
e
n
t
s
h
o
u
l
d
b
e
o
b
s
e
r
v
e
d
b
y
t
h
e
geotechnical consultant.
Maximum size and spacing of windrows should be in acco
r
d
a
n
c
e
w
i
t
h
t
h
e
a
b
o
v
e
d
e
t
a
i
l
s
Width of windrow should not exceed 4 feet. Windrows
s
h
o
u
l
d
b
e
s
taggered
vertically (as depicted).
Rock should be placed in excavated trenches. Granular
s
o
i
l
(
S
.
E
.
g
r
e
a
t
e
r
t
h
a
n
o
r
e
q
u
a
l
to 30) should be flooded in the windrow to completely fill voids around and beneath
rocks.
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 D422-65). 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.
I
I
2f5 -26--- O-OO
Mar 06 01 10:01a Don Grover 760-436-3108 P-i
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:
AP.N.:
Project Applicant
(Owner(s) Name(s))
Project Description:
Building Type:
Residential
Second Dwelling Unit:
Number of -New Dwelling Units
Square Feet of Living Area in New Dwelling
Square Feet of Living Area in SDU
Res. Additions: Net Square Feet New Area
Comerc./ Ind.: Square Feet Floor Area
City Certification of —?'
to Applicant's information:' J'/A& &h69k_Ak0?___:
\ ,----- -.---
Carlsbad Unified School District
C215
n Marcos Ilnlfled School District
801 Pine Ave. Mata Way
Carlsbad CA 92009 (729-9291 n Marcos. CA 92069 (736-2200)
Encinitas Union School District San-Dieguaq Union High StoelTS1rict
101 South Ranch Santa Fe Rd 710 Encinitas Blvd.
Encinitas, CA 92024 (94443001 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 that the person executing this declaration is
authorized to sign on behalf of the Owner.
Received: 3/ 6/01 8:45; 760 436 3108 -> SUSAN BARTELL PALAY, ESQ.; Page 2
Mar 06 01 10:01a Don Grover 760-436-3108 P.2
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE
BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the applicable School District, certifies that the
developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that
the applicant listed on page 1 has paid all amounts or completed other applicable school
mitigation determined by the School District- The City may issue building permits for this project.
SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE
NAME OF SCHOOL DISTRICT -54 P iVIA se-oS OWl
DATE . 3/7/O/
PHONE NUMBER
. 7 46 — 4- Ile XI 0?
City of Carlsbad.
Plumbing -Electrical - Mechan al WQrksheet j
Project Address 2."53 1s1iji
Permit No.
Questions below refer to work being done for this permit only.
PlumbinR
Number of new or relocated fixtures, traps, or floor drains?
New building sewer line?
Number of roof dráin?
Install/alter water line?
Number of water heaters?
Number of hose bibs?
Gas piping system -
Number of new or relocated gas outlets
New water meter -
Potable
Electrical
Number of new panels or subpanels?
S
Yes X No
Yes No
4-
install X Repair
4
No. of Size Il
Irrigation
Size of New Service
Single Phase Size Number of amperes Av'
Three Phase 0 Number of amperes
Three Phase - 480 Number of amperes
Remodel (relocate existing outlets/switches or add outlets/switches Yes No
Mechanical
Number of furnaces, A/C, or heat pumps?
Number of fireplaces?
Number of exhaust fans?
Number of exhaust hoods?
Number of boilers or compressors?
New or relocated duct work?
Number of HP?
Yes
BEFORE THE THE PERMIT CAN BE FEE'D OUT THIS FORM NEEDS TO BE RETURNED TO THE WILDING
DEPARTMENT - FAX NUMBER (760) 602-8558
CB003654 2458 UNICORNIO ST CBAD
PALAY RESIDENCE -SF0 4408 SF
GAR 598 SF, DECK 350 SF
RESDNTL SF0
Lot#: 46 GROVER DON
L'7
- i/jC3 Li c2i;-
c-
[A / i ol (:r Is c C Li/v.—
4' Ci/~zz- 7 £J'/ A-
( )2,7716b
jJ ci-1
BUILDING
PLANNING 3/ff ENGINEERING
FIRE APPR/FORM
HEALTH DEPT
HAZ MAT (AIR QUA!.
OTHER SEWER DISTR
BLDG GRADING LEE
TO FROM
- PLC/---rZ-OL
PLAN CORR ?-_-/(fl
SCHOOL FORM 2jrrr1 ENG CORR
CFO FORM
'hZj/J '47'J PE&MWORKSHI
/ BL FEES COMI
- £2YV i ik' r 36 /6 /72Z 7
as C LW)
F.
/
)
4,, 6~74 e4lA,