HomeMy WebLinkAboutCT 11-02; La Costa Vista; Tentative Map (CT) (2)City of Carlsbad
Faraday Center
Faraday Cashiering 001
1113801-1 05/18/2011 32
Wed, May 18, 2011 01:17 PM
Receipt Ref Nbr: R1113801-1/0010
PERMITS -PERMITS
Tran Ref Nbr: 111380101 0010 0011
Trans/Rcpt#: T000104683
SET #: 8000003215
Amount:
Item Subtotal :
Item Total:
ITEM(S) TOTAL:
1 @ $16,054.84
$16,054.84
$16,054.84
$16,054.84
Credit Card (Auth# 51595Z) $5,000.00
Credit Card (Auth# 046740) $5,000.00
Check (Chk# 00232) $6,054.84
Total Received: $16,054.84
Have a nice day!
**************CUSTOMER COPY*************
«~ ~ CITY OF
DISCLOSURE
STATEMENT
P-1(A)
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov CARLSBAD
Applicanfs statement or disclosure of certain ownership interests on all applications which will
require discretionary action on the part of the City Council or any appointed Board, Commission
or Committee.
The following information f&l§! be disclosed at the time of application submittal. Your project
cannot be reviewed until this information is completed. Please print.
Note:
Person is defined as •Any indMduaf, firm, co-partnership. joint venture, association, social dub, fi'atemal
organiZation. corporation, estate. trust, receiVer, syndicate, in 1his and any other county, cil.y and county,
city municipality. diStrict or other political subdivision or any other group or combinatiofl ad.ing as a unit •
Agents may sign 1his doCument; however, 1he legal name and entity of the applicant and property c:.wmer
must be provided below.
1.
2.
P-1(A)
APPLICANT (Not the applicant's agent)
Provide the COMPLETE. LEGAL names and addresses of ALL persons having a
financial interest in the application. If the applicant includes a corporation or partnership,
include the names, titles, addresses of all Individuals owning more than 10% of the
shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE
INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publictv-owned
corooration, include the names, titles, and addresses of the corporate officers. (A
separate1~ may be attachp~ if.,~~ry.)
Persoo/lnrtuJitU ff/_{((CSr~ddo Corp/Part,___ _______ _
Title fawner Title. _________ _
Address32. Sy/van 7/'11~e C!f::~J Address _ __, ______ _
OWNER (Not the owner's agent)
Provide the COMPLETE. LEGAL names and addresses of ALL persons having any
ownership interest in the property involved. Also, provide the nature of the legal
ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the
ownership includes a corporation or partnership, include the names, titles, addresses of
all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE
THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE
SPACE BELOW. tf a oublictv-owned corporation, include the names, titles, and
addresses of the corporate officers. (A separate page may be attached if necessary.)
Persoofl:~AV !YJArl: sfkd:b Corp/Part. ______ _
Title tJ~C Title. __________ _
Address~ Sv/v-1111 I
5J:?vtfJe, Of 9'~3
I
Address ______________________ _
Page 1 of2 Revised (}7/1(}
c
3. NON-PROFIT ORGANIZATION OR TRUST
If any person identified pursuant to (1) or (2) above is a nonprofit organization or a trust,
list the names and addresses of ANY person serving as an officer or director of the non-
profit organization or as trustee or beneficiary of the.
Non ProfiVTrust Non Profit/Trust. _________ _
Title. __________ _ Title -----------------------Address. __________________ __ Address ______________________ _
4. Have you had more than $500 worth of business transacted with any member of City
staff, Boards, Commissions, Committees and/or Council within the past twelve (12)
months?
D Yes ~ No If yes, please indicate person(s):. __________ _
NOTE: Attach additional sheets if necessary.
I certify that aU the above information is true and correct to the best of my knowledge.
~ ~~
/ln~rmy /tlark5re~
Print or type name of owner
/Jrtfhdhv !Jkr{ 5!Yed6
Print or typeOame of applicant
Signature of ownet/applicattfs agent if applicabteldate
Print or type name of ownertappHcant's agent
P-1(A) Page 2 of2 Revised 07/10
------------------~----------------
~,~,;~ "'~-, ~-C I TV 0 F
CARLSBAD
STORM WATER
MANAGEMENT PLAN (SWMP)
REQUIREMENTS CHECKLIST
E-35
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
Stonn Water Management Plan
~~ject Setting
:;.{· Project Name, Location, Description, Vicinity Map
~ Existing site features and conditions
~· Proposed land use and anticipated activities that would affect stonnwater
~ . Opportunities and constraints for stonnwater control and treatment
E. Nearby water bodies existing stonn drain systems
E( ~plicable Stonnwater Standards
A. Completed Stonn Water Standards Questionnaire (SWSQ)
Cl B. HMP Applicability Detennination using expanded narrative from SUSMP
/ Cl 1) HMP exemption if any, with backup justification
• ~ ~ntify Pollutants-of-Concern
~· Identify pollutants associated with type of project/use
~· Identify watershed and hydrologic unit basin number and receiving waters project contributes to
~· List impaired water bodies per 303d listing (latest) that project contributes to
. Beneficial uses of receiving water jj/E, Summarize primary oollutants-of-concern
I 0 ~ource Control Measures ~~ Description of site activities and potential sources of pollutants
. Complete table showing sources, pennanent source controls, and operational source controls
-~ ~ Impact Development (LID) Design Strategies, see section 4 of SUSMP
A. Optimization of site layout
1) Limitation of development envelope
2) Preservation of natural drainage features
3) Setbacks of creeks, wetlands, and riparian habitats
4) Minimization of imperviousness
~ 5) Using drainage as design element
~ ayout and use of penneable pavements or other pervious surfaces
. Disoersal of runoff from impervious areas to pervious areas
I!( VI. Integrated Management Practices (IMP's), if applicable (not required if choosing TCBMP and/or hydromodilicalion sizing approach below)
Cl A. Selection process for IMP's targeting pollutants-of-concern for project.
Cl B. Sizing factors for IMP's
Cl 1) Lower flow threshold detennination
a) SCCWRP analysis, if chosen
Cl 2) HMP Decision Matrix '
Cl c. Geotechnical recommendation on soil infiltration rates (if IMP facilities to drain through native soil)
0' D. Infiltration calculations (drawdown time) for any self-retaining areas servil]l_ as an IMP
rs" ~reatment Control BMP's (TCBMP's), if applicable (not required if choosing IMP sizing approach)
A. Selection process for TCBMP's to target the pollutants-of-concem for your project. Use TCBMP's that are the
most efficient at removing the target pollutants. Consider treatment trains. Include narrative on selection criteria for each ClYI3:' available TCBMP for this project and why the other TCBMP's were not chosen
. Sizing factors for TCBMP's ~g LID procedure, or describe numeric sizing criteria approach (flow-based or volume
~ based) 1vt>lw.J ~lAC
Geotechnical recommendation on soil infiltration rates Of TCBMP faCilities to drain throtJQ_h native soil)
E-35 Page 1 of3 1114/11
«~~ ~ CITY OF
CARLSBAD
STORM WATER
MANAGEMENT PLAN (SWMP)
REQUIREMENTS CHECKLIST
E-35
(J VIII. Hydromodification, if applicable (not required if choosing IMP sizing approach)
(J A. Lower flow threshold determination
(J 1) SCCWRP analysis, if chosen
(J 2) HMP Decision Matrix
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
(J B. Continuous simulation model, subject to city approval (see final HMP for analysis guidelines), or
(J C. Print-outs of pond sizing criteria and results using BMP sizing calculator
(J D. Tabulation of Flow-control facility sizes and design criteria
[J IX. Documentation of Stormwater Water Design (for IMP or TCBMP approach)
[J A. Hydrology maps showing tributary areas to each TCBMP or DMA's to IMP's
[J B. Print-outs from BMP sizing calculator, if used
[J C. Tabulation (depending on applicable stormwater standards)
(J 1) Drainage Management Areas (DMA's)
[J 2) Tabulation of DMA areas (SF)
(J 3) DMA descriptions (e.g.: pavement, roof, self-treating, etc)
(J 4) Listing all IMP, TCBMP's, or flow control facilities serving each DMA
Q 5) Sizina Calculations
\J/X. ~Facility Maintenance Requirements
[W/ A. Describe ownership and responsibility of maintenance of BMP's in perpetuity
1) Describe commitments to execute any necessary agreements
2) Statement accepting responsibility for operation and maintenance of facilities until that responsibility is formally
/ transferred
[i(" B. Summarv of maintenance requirements for each stormwater facility
liit"X.1. ~WMP Certification Statements
B' ~-Preparer's statement
0"' B. Owner's statement
Attachments: Copy of completed Storm Water Standards Questionnaire (SWSQ)
Single sheet post-construction BMP exhibit
DMAIIMP sizing exhibit (for integrated LID-IMP approach)
DMAITCBMP sizing exhibit (for altemative to LID approach)
Proprietary BMP product information and independent 3rd party studies on pollutant removal efficiency
E-35 Page 2 of3 1/14/11
«~~'· ~ CITY OF
CARLSBAD
c 0
EARLY PUBLIC
NOTICE
P-21
Development Services
Planning Department
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
EARLY PUBLIC NOTICE PACKAGE AND ON-SITE PROJECT NOTICE SIGN
In order to provide early notification of nearby development proposals, an early public notice package is
required upon the submittal of an application for development to the City. In addition, a project notice
sign is required to be posted on the project site by the project applicant. These requirements and
procedures apply only to those applications that require approval by either the Planning Commission or
City Council.
1. Early Public Notice Package Requirements:
• One 8%" x 11" copy of your reduced site plan and representative building elevations.
These copies must be of a quality that is photographically reproducible. Only essential data
should be included on plans.
• 600' Owners List -a typewritten list of names and addresses of all property owners within a
600 foot radius of the subject property, including the applicant and/or owner. The list shall
include the San Diego County Assessor's parcel number from the latest equalized
assessment rolls.
The applicant is required to sign a statement (see Attachment "1") certifying that the
information provided represents the latest equalized assessment rolls from the San Diego
County Assessor's Office.
• 1 00' Occupant List -(Coastal Development Permits Only) a typewritten list of names and
addresses of all occupants within a 1 00 foot radius of the subject property, including the
applicant and/or owner.
• Mailing Labels -One set of mailing labels of the property owners within a 600 foot radius of
the subject property. (Coastal Development Permits Only-one separate set of mailing labels
of the property owners and occupants within a 1 00-foot radius of the subject property.) The
list must be typed in all CAPITAL LETTERS, left justified, void of any punctuation. For
any address other than a single-family residence, an apartment or suite number must be
included but the Apartment, Suite and/or Building Number must NOT appear in the street
address line. DO NOT type assessor's parcel number on labels. DO NOT provide
addressed envelopes -PROVIDE LABELS ONLY. Acceptable fonts are: Arial 11 pt, Arial
Rounded MT Bold 9 pt, Courier 14 pt, Courier New 11 pt, and MS Line Draw 11 pt. Sample
labels are as follows:
UNACCEPTABLE
Mrs. Jane Smith
123 Magnolia Ave., Apt #3
Carlsbad, CA 92008
UNACCEPTABLE
Mrs. Jane Smith
123 Magnolia Ave.
Apt. #3
Carlsbad, CA 92008
ACCEPTABLE
MRS JANE SMITH
APT3
123 MAGNOLIA AVE
CARLSBAD CA 92008
• Radius Map -a map to scale, not less than 1" = 200', showing all lots entirely and partially
within 600 feet of the exterior boundaries of the subject property. Each of these lots should
be consecutively numbered and correspond with the property owner's list. The scale of the
map may be reduced to a scale acceptable to the Planning Director if the required scale is
impractical.
P-21 Page 1 of6 Revised 08/09
c
• Fee -a fee shall be paid for covering the cost of mailing notices. Such fee shall equal the
current postage rate times the total number of labels. Cash, check (payable to the City of
Carlsbad) and credit cards are accepted.
2. On Site Project Notice Sign Procedures:
Within 30 days following the submittal of a formal project application, the applicant shall physically
post a notice on the project site. Such notice shall state "NOTICE OF PROJECT APPLICATION"
and shall include the project information provided to the applicant by the City.
After the public notice is posted, please return the "Certification of Posting" {see Attachment "2")
to the Planning Department within 24 hours of posting. The applicant shall maintain the posted
notice in good and legible condition until the application is withdrawn, approved or denied,
whichever occurs first.
All project site notices shall comply with the following:
1. Notice signs shall be posted at the most publicly visible location on the site {or off site
subject to Planning Director approval).
2. Sign material shall be durable enough to withstand the elements.
3. Signs shall be mounted to an existing building or secured to a ground-mounted pole with
a minimum pole height of four {4) feet and a maximum pole height of six {6) feet.
4. Sign dimensions shall be: two (2) feet in height and three (3) feet in width.
5. Sign color background shall be yellow.
6. All letter colors shall be black.
7. All letters shall be in capitals.
8. Letter heights for the notice shall be as shown on Attachment "3".
9. Applicant or developer phrases or logos are not allowed.
1 0. Applicant must obtain project planner approval of color and text, prior to posting.
11. Any removed or damaged notices shall be immediately replaced.
Attachment "4" includes a list of local sign companies.
P-21 Page 2 of6 Revised 08/09
c
ATTACHMENT "2"
CERTIFICATION OF POSTING
I certify that the "Notice of Project Application" has been posted at a conspicuous location on
the site on ------
(DATE)
SIGNATURE: -------------
PRINT NAME: -------------
PROJECTNAME: ----------------------
PROJECTNUMBER: ---------------------
LOCATION: --------------------
RETURNTO: --------------
P-21
(Planner)
CITY OF CARLSBAD
PLANNING DEPARTMENT
1635 Faraday Avenue
Carlsbad, CA 92008-7314
Page4 of6 Revised 08/09
Signs on Time
5670 El Camino Real
Carlsbad, CA
Lee Futch
(760) 431-1050
Sign A Rama
191 N. El Camino Real
Encinitas, CA
(760) 634-3217
Palomar Sign Co.
5205 Avenida Encinas
Suite "Gn
Carlsbad, CA
(760) 431-0767
Cousin's Signs.
6353 El Camino Real
Suite "E"
Carlsbad, CA
(760) 630-6832
(760) 710-7154 (mobile)
www.cousinssigns. com
P-21
c
ATTACHMENT "4"
SIGN COMPANIES
Page 6 of6 Revised 11/09
c
Order No. 140-124054 7-66
SCHEDULE "A"
The estate or interest in the land hereinafter described or referred to covered by this report is:
A Fee
Title to said estate or interest at the date hereof is vested in:
Anthony Mark Sfreddo, status unknown
The land referred to in this report is situated in the County of San Diego, State of California, and is described as foUows:
Lot 365 of La Costa South Unit No. 5, in the County of San Diego, State of California, according to Map thereof No. 6600 filed in the
Office of the County Recorder of San Diego County, March 10, 1970.
Assessor's Parcel Number(s): 216-290-09
Page2
,. c
Order No. 140-1240547-66
SCHEDULE "B"
At the date hereof exceptions to coverage in addition to the printed exceptions and exclusions contained in said policy form
would be as follows:
General and Special taxes for the fiscal year 2011-2012, including any assessments collected with taxes. A lien not yet
payable.
First installment due and payable November 1, 2011, delinquent if not paid by 12/10/11
Second installment due and payable February 1, 2012, delinquent if not paid by 4/10/12
2 General and Special taxes for the fiscal year 2010-2011, including any assessments collected with taxes.
Total amount $10,306.56
1st installment $5,153.28 delinquent
Penalty $515.33
2nd installment $5,153.28 delinquent
Penalty $525.33
Code area 09046
Parcel No. 216-290-09-00
Exemption $0.00
3 The lien of defaulted real property taxes and any subsequent delinquencies
Delinquent Year
2007
2008
2009
Parcel
216-290-09-00
216-290-09-00
216-290-09-00
May, 2011
June, 2011
July, 2011
Bill
Regular
Regular
Regular
Installment
Not Shown
Amount to redeem for:
$35,130.31
$35,504.20
$Not set out
Tax Amount
4,795.63
10,149.80
9,981.00
4 The Lien of supplemental taxes if any, assessed pursuant to the provisions of section 75,et seq of the revenue and taxation
code of the state of California
5 Covenants, conditions and restrictions in an instrument recorded March 10, 1970 as Instrument No. 70-43138 Official
Records, which provide that a violation thereof shall not defeat or render invalid the lien of any mortgage or Deed of Trust
made in good faith and for value, but omitting any covenants or restrictions, if any, based upon race, color, religion, sex,
handicap, familial status, or national origin unless and only to the extent that said covenant (a) is exempt under chapter 42,
section 3604 of the United States code or (b) relates to handicap but does not discriminate against handicapped persons.
"NOTE: section 12955 of the government code provide the following: if this document contains any restriction based on
race, color, religion, sex, familial status, marital status, disability, national origin, or ancestry, that restriction violates state
and federal fair housing laws and is void, and may be removed pursuant to Section 12955 of the government code. Lawful
restriction under state and federal law on the age of occupants in senior housing for older persons shall not be construed as
restriction based on familial status."
6 An easement for purposes herein stated, and rights incidental thereto as provided in an instrument
Recorded: February 22, 1972 as Instrument No. 72-41804, of Official Records.
For: Pipelines and incidental purposes
In favor of: Carlsbad Municipal Water District
Affects: The Southerly 10.00 feet of said land.
7 NOTE: It will be necessary for the spouse of Anthony Mark Sfreddo , to join in the execution of any instrument required
to convey or encumber said land.
Page3
c
Order No. 140-1240547-66
8 Any facts, rights, interest or claims which may be shown by an inspection of the land or which may be disclosed by inquiry
of persons in possession of said land.
9 "NOTE: Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knowledge
of any outstanding obligation, please contact your title officer immediately for further review".
10 The effect of documents, proceedings, liens, decrees or other matters which do not specifically describe said land, but which,
if any do exist, may affect the title or impose liens or encumbrances thereon. The name search necessary to ascertain the
existence of such matters has not been completed and will require a statement of information from all parties involved in this
transaction.
End Schedule B
Page4
c
Order No. 140-124054 7-66
"NOTES AND REQUIREMENTS SECTION"
Note No.1
California Revenue and Taxation Code Section 18662, effective January 1, 1994 and by amendment effective January 1, 2003,
provides that the buyer in all sales of California Real Estate may be required to withhold 3 and 1/3% of the total sales price as
California State Income Tax, subject to the provisions of the law as therein contained.
NOTE NO.2 PAYOFF INFORMATION:
Note: this company does require current beneficiary demands prior to closing.
If the demand is expired and a correct demand cannot be obtained, our requirements will be as follows:
A. If this company accepts a verbal update on the demand, we may hold an amount equal to one monthly mortgage payment.
The amount of this hold will be over and above the verbal hold the lender may have stipulated.
B. If this company cannot obtain a verbal update on the demand, will either pay off the expired demand or wait for the amended
demand, at the discretion of the escrow.
C. In the event that a payoff is being made to a servicing agent for the beneficiary, this company will require a complete copy of
the servicing agreement prior to close.
Note No.3
If this company is requested to disburse funds in connection with this transaction, chapter 598, statutes of 1989 mandates hold periods
for checks deposited to escrow or sub-escrow accounts. The mandatory hold is one business day after the day deposited. Other checks
require a hold period from three to seven business days after the day deposited.
Notice Regarding Your Deposit of Funds
California Insurance Code Sections 12413 et. Seq. Regulates the disbursement of escrow and sub-escrow funds by title companies.
The law requires that funds be deposited in the title company escrow and sub-escrow accounts and be available for withdrawal prior to
disbursement. Funds deposited with the Company by wire transfer may be disbursed upon receipt. Funds deposited with the Company
via cashier's checks drawn on a California based bank may be disbursed the next business day after the day of deposit. If funds are
deposited with by other methods, recording or disbursement may be delayed. All escrow and sub-escrow funds received by the
Company will be deposited with other funds in one or more non-interest bearing escrow accounts of the Company in a financial
institution selected by the Company. The Company and/or its parent company may receive certain direct or indirect benefits from the
financial institution by reason of the deposit of such funds or the maintenance of such accounts with the financial institution, and the
Company shall have no obligation to account to the depositing party in any manner for the value of, or to pay such party, any benefit
received by the Company and/or its parent Company. Those benefits may include, without limitation, credits allowed by such
financial institution on loans to the Company and/or its parent company and earnings on investments made on the proceeds of such
loans, accounting, reporting and other services and products of such financial institution. Such benefits shall be deemed additional
compensation ofthe Company for its services in connection with the escrow or sub-escrow. If funds are to be deposited with Orange
Coast Title Company by wire transfer, they should be wired to the following bank/account:
Wiring Instructions for This Office:
Page5
Citizens Business Bank
301 Vanderbilt Way
San Bernardino, CA 92408
Account No. 245121776
ABA 122234149
Credit to the account of Orange Coast Title Builder Services
Reference Title Order No. 140-1240547-66
and Helen Johnson, title officer
c
Order No. 140-124054 7-66
Attention
Please note that this preliminary report now has an extra copy of the legal description on a separate sheet of paper. There are no
markings on the page. The idea is to provide you with a legal description that can be attached to other documents as needed.
Thank you for your support of Orange Coast Title Company. We hope that this makes your job a little easier.
c 0
Order No. 140-1240547-66
Exhibit "A"
Lot 365 of La Costa South Unit No. 5, in the County of San Diego, State of California, according to Map thereofNo. 6600 filed in the
Office of the County Recorder of San Diego County, March 10, 1970.
Page8
c
Order No. 140-1240547-66
I. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to: (i) the occupancy, use, or enjoyment of the Land; (ii)
the character, dimensions, or location of any improvement erected on the Land~ (iii) the subdivision of land; or (IV} environmental protection;or the effect of any violation of these laws. ordinances, or governmental
regulations. This Exclusion I (a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion l(b) does not modify or limit the coverage provided under
Covered Risk 6.
2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.
3. Defects, liens, encumbrances, adverse claims, or other matters: (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of
Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;( c) resulting in no loss or
damage to the Insured Claimant; (d) attaching or created subsequent to Date ofPolicy (however, this does not modify or limit the coverage provided under Covered Risk II, 13, or 14); or (e) resuhing in loss or
damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage.
4. Unenforceability of the lien of the insured Mortgage because of the inability or failure of an Insured to oomply with applicable doing-business laws of the state where the Land is situated
5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any oonsurner credit protection or
truth-in-lending law.
6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is: (a) a fraudulent oonveyance or
fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy.
7. Any lien on the Title for real estate taxes or assessments iraposed by governmental authority and created or attaching between Date of Policy and the date of reoording of the Insured Mortgage in the Public Records.
This Exclusion does not roodify or limit the ooverage provided under Covered Risk II (b). The above policy form may be issued to aftbrd either Standard Coverage or Extended Coverage. In addition to the above Exclusions
from Coverage. the Excaptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage:
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of:
I. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Reoords; (b) proceedings by a public agency
that may result in taxes or assessments, or notices of such proceedings, whelher or not shown by the r~orcis of such agency or by the Public Records.
2. Any facts, rights, interests, c' claims that are not shown by the Publi. Reoords but that oould be ascertained by an inspection of the Land or that may be asserted by persons in poss.,..sion of the Land.
3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.
4. Any encroachmeii~ encumbrance, violation, variation, or adverse circumstance affecting the Tide that would be disclosed by an accurate and oomplete land survey of the Land and not shown by the Public Records.
5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are
shown by the Public Records.
ALTA OWNER'S POLICY (10-17-92) EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the ooverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of
I. (a) Any law. ordinance or governmental regulation (including but not limited to building and 7JOning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of
the land; (ii) the character, dimensions or location ofany improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is
or was a part; or (iv) environmental protection. or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or
encumbrance resulting from a violation or alleged violation affecting the land has been reoorded in the public records at Date ofPolicy. (b) Any governmental police powet not excluded by (a) above, except to the extent that
a notice of the exercise thereof or a notice of a defect, lien or encumbrance resuhing from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy.
2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date ofPolicy, but not excluding from coverage any taking which has occurred prior to Date of Policy which
would be binding on the rights of a purchaser for value without knowledge.
3. Defects, liens. encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant;{b) not known to the Company, not reoorded in the public records at Date of Policy,
but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy;( c)resuhing in no loss or damage to the
insured claimant; (d) attaching or created subsequent to Date of Policy; or( e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by
this policy.
4. Any claim, which arises out of the transaction vesting in the insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that
is based on: (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest insured by this policy
being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser
for value or a judgement or lien creditor. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In eddition to the above Exclusions from Coverage, the Exceptions from
Coverage in a Standard Coverage Policy will also include the following Exceptions from Coverage:
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of
I. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public reoords. Proceedings by a public agency which
may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records.
2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof.
3. Easements, liens or encumbrances, or claims thereo( which are not shown by the public reoords.
4. Discrepancies, conflicts in bowtdary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records.
5. (a) Uupatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excapted under (a), (b) or (c)
are shown by the public records.
2006 ALTA OWNER'S POLICY (06-17-06) EXCLUSIONS FROM COVERAGE rMo!;t~~.~tlli.':!:. ~~~~re;~:i ~~v:~~~fu~r~~ ~~t~: ~~~~~g~d-:~~~~~~· '1'.:& ~.:~lf;!~""o~~~ that arise by reason of
(i) tlie occupancy. use, or enjoyment of the Land; (ii) the'c:haracter._ dimensions, or location of any improvement erectef.:n thO Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any VIOlation of these laws, ordinances1 OJ governmental reeulations.This "-XCiusion l(a)does not modify Or limit the coverage provided under t:civered Risk 5. (b) Any governmental police power. This Exclusion I (b) does not
moditY or limit the coverage (>roviaea under Covered Rid: 6. 2. Rights of eminent domam. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Detects, liens. encumbrances, adverse claims, or other matters (a) created, suffered, assumed. or agreed to by the Insured Claimant; lb) not Known to the Company, not reoorded in the Public Records at Date of Policy, but Known to the Insured Claimant and net disclosed in writing to thO Co~t~pany by the Insured Claimant prior to the date the Insured Claimant became an Insured under this polic~; (c) resulting in no loss or damage to the Insured Claimant; (d) ~or created subseauent to Date of Policy (hOwever, this does not modify or limit the ooverage provided under Covered Risk 9 and I 0); or (e) resuhing in kiss or daniage that would not hive been sustained if the Insured Claimant had paid valuelbr the Title. 4. Any claim, by reason of the operation of federal bankrup~, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (a) a fraudulent oonveyance or fraudulent transfer· or (b) a preferential transfer for any reason not stated m Covered Risk 9 of this )lOlicy.
5. Any lien on the Title for real estate taxes or assessments iraposed b{;, governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public ~=:J: a'Sf'.J.::!i ~~~ ;:~~~~tll~ ~:'th": E,'l/~~gr~x=i~si~~ ~~~:either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the CoJq:tany will not pay costs. attorneys' fees or expenses) that arise by reason of:
I. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that
may result in taxes or assessments, or notices of such proceedings. whether or not shown by the records of such agency or by the Public Records.
2. Any facts, rights, interests, or claims that are not shown in the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land.
3. Easements, liens or encumbrances. or claims thereof. not shown by the Public Records.
4. Any encroachment, encumbrance, violation. variation, or adverse circumstance affecting the Title that would be dlsclosed by an accurate and coq>lete land survey of the Land and that are not shown by the Public
Reoords.
5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or
(c) are shown by the Public Records.
ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (10/13/0l)EXCLUSIONS FROM COVERAGE
The foUowing matters are expressly excluded from the coverage of this policy and the Company wiU not pay loss or damage, costs, attorneys fees or expenses which arise by reason of:
I. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of
the Land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the Land; (iii) a separation in ownership or a change in the dimensions or areas of the Land or any parcel of which the Land
is or was a part; or (iv) environmental protection. or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that s notice of the enforcement thereof or a notice of a defect, lien or
encumbrance resulting from a violation or alleged violation affecting the Land has been recorded in the Public Records at Date ofPolicy. This exclusion does not limit the coverage provided undar Covered Risks 12, 13, 14,
and 16 of this policy. (b) Any governmental police power not excluded by (a) above, excapt to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resuhing from a violation or alleged
violation affecting the Land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the ooverage provided under Covered Risks 12, 13, 14, and 16 of this policy.
2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the Public Records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy
which would be binding on the rights of a purchaser for value without Knowledge.
3.Defects, liens. encumbrances, adverse claims or other matters:( a) created, suffered, assumed or agreed to by the Insured Claimant; (b) not Known to the Company, not reoorded in the Public Records at Date of
Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;( c) resuhing In no loss or
damage to the Insured Claimant;( d) attaching or created subsequent to Date of Policy (this paragraph does not limit the ooverage provided under Covered Risks 8, 16, 18, 19, 20, 21, 22, 23, 24,25 and 26);
or( e)resulting in loss or damage which would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage.
4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of the Insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedoess, to comply with
applicable doing business laws of the state in which the Land is situated
5. Invalidity or unenforceability of the lien of the Insured Mortgage, or claim thereo( which arises out of the transaction evidenced by the Insured Mortgage and is based upon usury, except as provided in Covered
Risk 27, or any consumer credit protection or truth in lending law.
6. Real property taxes or assessments of any governmental authority which become a lien on the Land subsequent to Date of Policy. This exclusion does not limit the coverage provided under Covered Risks 7, 8(e)
and 26.
Page 10
c
Order No. 140-1240547-66
7. Any claim of" invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to advances or m:uiifications made after the Insured has Knowledge that the vestee shown in Schedule A is no
longer the owner of the estate or interest covered by this policy. This exclusion does not limit the coverage provided in Covered Risk 8.
8.Lack of priority of the lien of the Insured Mortgage as to each and every advance made after Date of Policy, and all interest charged thereon, over liens, encumbrances and other matters affecting the title, the
existence of which are Known to the Insured at:( a) The time of the advance; or(b) The time a modification is made to the terms of the Insured Mortgage which changes the rate of interest charged. if the rate of Interest
is greater as a result of the modification than it would have been before the modification. This exclusion does not limit the coverage provided in Covered Risk 8.
9. The failure of" the residential structure, or any portion thereof to have been constructed befure, on or after Date of Policy in accordance with applicable building codes. This exclusion does not apply to violations of
building codes if notice of the violation appears in the Public Records at Date of Policy.
Page 11
0
Orange Coast Title Company
PRIVACY POLICY
We Are Committed to Safeguarding Customer Information
Order No. 140-1240547-66
In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that
you may be concerned about what we will do with such information -J?articularly any personal or financial information. We agree
that you have a right to know how we will utilize the personal information that you provide to us. Therefore, we have adopted this
Privacy Policy to govern the use and handling of your personal information.
Applicability
This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use
information we have obtained from any other source, such as information obtained from a public record or from another person or
entity.
Types of Information
Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include:
•
•
•
•
Information we receive from you on applications, forms and in other communications to us, whether in writing, in
person, by telephone or any other means.
Information we receive from providers of services to us, such as appraisers, appraisal management companies, real estate
agents and brokers and insurance agencies (this may include the appraised value, purchase price and other details about
the property that is the subject of your transaction with us).
Information about your transactions with us, our Affiliated Companies, or others; and
Information we receive from a consumer reporting agency .
Use of Information
We request information from you for our own legitimate business P!l!J>Oses and not for benefit of any nonaffiliated party. Therefore,
we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have
requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which
any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or
customer analysis.
Former Customers
Even if you are no longer our customer, our Privacy Policy will continue to apply to you.
Confidentiality and Security
We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to
nonpublic personal information about you to those individuals and entities who need to know that information to provide J.>roducts or
services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your mformat10n will be
handled responsibly and in accordance with this Privacy Policy. We currently maintain physical, electronic, and procedural safeguards
that comply with federal regulations to guard your nonpublic personal information.
Opting Out
We may also share the information we collect about you within our family of companies (our "Affiliated Companies"). We may also
provide this information to companies that perform marketing or other services on our behalf, or on behalf of our Affiliated
Companies ("Service Providers"). However, we will not share this information with our Affiliated Companies or our Service
Providers if you choose to opt out, in writing. To opt out, please use the form entitled "Request Not to Share Nonpublic Personal
Information", which is attached hereto. This form provides instructions on how to request us not to share information with third
parties.
Please be aware that Orange Coast Title Company and its Affiliated Companies maintain high standards to safeguard non_public,
personal information, and do not rent or sell such information. Please note, however, that unless you opt out in writing, our Affiliated
Companies and Service Providers will have access to the information in our files.
Other Important Information
We reserve the right to modify or supplement this Privacy Policy at any time. If our Privacy Policy changes, we will provide the new
Privacy Policy ana the ability to opt out (as required by law) before the new policy becomes effective.
Page 12
c
Order No. 140-1240547-66
REQUEST NOT TO SHARE NONPUBLIC PERSONAL INFORMATION
Please read the following information carefully.
Orange Coast Title Company may share nonpublic, personal information we collect about you within our family of companies (our
"Affiliated Companies"). We may also provide this information to companies that perform marketing or other services on our behalf,
or on behalf of our Affiliated Companies ("Service Providers"). By sharing this information, we can better understand your service
needs. We can then send you notification of new products and services offered by Orange Coast Title Company, its Affiliated
Companies or its Service Providers that you may not otherwise know about.
However, you may prohibit the sharing of non-public personal information within our Affiliated Companies, or with any third parties
at any time. If you would like to limit disclosures of non-public, personal information about you as described herein, please check the
appropriate box or boxes to indicate your privacy choices, a.-1d return this form to us at the address below.
Name
Address
City, State, Zip
Phone Number
E-mail address
Page 13
Please do not share personal information about me with non-affiliated third parties.
Please do not share personal information about me with any of your Affiliated
Companies except as necessary to effect, administer, process, service or enforce a
transaction requested or authorized by me.
Please do not contact me with offers of products or services by mail.
Please do not contact me with offers of products or services by e-mail.
Please do not contact me with offers of products or services by telephone.
Company Name
Address
City, State, Zip
Phone Number
E-mail address
Orange Coast Title Company
3536 Concours Drive, Suite 120
Ontario, CA 91764
909-987-5433
...
0
STRATA·TECH,INC.
lliEDCDNSULTANTS
Tony Sfredo
Geotechnical Engineering Investigation
SITE CONDITIONS
0
2 w. 0. 263810
February 19. 2011
The 115 by 150 foot rectangular lot is located on the western side of the Jerez Court Culdesac.
The site is shown on the attached vicinity Map, Plate No. 1. Two story wood frame dwellings exist
both north and south of the site. A golf course exists on grade adjacent to the western property line
It is our understanding that the new homes will be set back at least 5-feet from the property line.
Site configuration is further illustrated on the Site Plan, Plate 2.
FIELD INVESTIGATION
The field investigation was performed on January 19, 2011, consisting of excavating two backhoe
test pits. The locations are shown on the attached Site Plan, Plate 2. As the excavation progressed,
personnel from this office visually classified the soils encountered, and secured representative
samples for laboratory testing. Test Pit #2 was extended to 10-feet to confirm the lack of
groundwater at 10-feet.
Description of the soils encountered are presented on the attached Test Pit Logs. The data
presented on these logs is a simplification of actual subsurface conditions encountered and applies
only at the specific boring location and the date excavated. It is not warranted to be representative
of subsurface conditions at other locations and times.
EARTH MATERIALS
Earth materials encountered within the exploratory test pits were visually logged by a
representative from STRATA-TECH, Inc. The materials were classified as artificial fill and native
soils.
Native soils consisted of a silty residual sandy soil to a maximum depth explored of 10 feet in test
pit 2. Groundwater was not encountered in any of our geotechnical pits.
SEISMICITY
Southern California is located in an active seismic region. Moderate to strong earthquakes can
occur on numerous faults. The United States Geological Survey, California Division of Mines and
Geology, private consultants, and universities have been studying earthquakes in
Southern California for several decades. The purpose of the code seismic design parameters is to
prevent collapse during strong ground shaking. Cosmetic damage should be expected.
' ..
0
STRATA·TECH,INC.
GECCCNSULTANTS
Tony Sfredo
Geotechnical Engineering Investigation
0
3 W. 0. 263810
Februazy 19. 2011
The principal seismic hazard to the subject property and proposed project is strong ground shaking
from earthquakes produced by local faults. Secondary effects such as surface rupture, lurching, or
flooding are not considered probable.
SEISMIC DESIGN VALUES
NEHRP Seismic Design Provisions Site Class D -Fa= 1.05 ,Fv = 1.57
Spectral Response Accelerations Ss and S 1 = Mapped Spectral Acceleration Values
Data are based on a 0.01 deg grid spacing
Ss= 1.14 St=0.43 Sa=.79
CONCLUSIONS AND RECOMMENDATIONS
Development of the site as proposed is considered feasible from a soils engineering standpoint,
provided that the recommendations stated herein are incorporated in the design and are
implemented in the field. Recommendations are subject to change based on review of fmal
foundation and grading plans.
It is recommended that the proposed structures be entirely supported by compacted fill.
A minimum 2-foot thick compacted fill blanket below the bottom of the footings is
recommended. The over excavation requirement is 2 foot below footings, or 4 feet deep for 2 foot
footings. If the pad grade is cut, then the bottom will have to be deeper
For other minor structures such as property line walls or retaining walls less than 4 feet high,
competent native soils or compacted fill may be used for structural support.
PROPOSED GRADING
Grading plans were not available at the time our work was performed. It is assumed that
proposed grades will not differ significantly from existing grades. The following
recommendations are subject to change based on review of fmal grading plans.
GRADING RECOMMENDATIONS
Removal and recompaction of existing fill and loose native soils will be required to provide
adequate support for foundations and slabs on grade. The depth of removal shall be 1 foot below
the bottom of the footings, which is estimated to be at least 3 feet below existing grade. The
over excavation requirement is 1 foot below footings, or 3 feet deep for 2 foot footings. If the
pad grade is cut, then the bottom will have to be deeper
.. •
0
STRATA·TECH,INC.
liECCCNSULTANTS
Tony Sfredo
Geotechnical Engineering Investigation
0
4 w. 0. 263810
February 19. 2011
Earthwork for foundation support shall include the entire building pad and shall extend a
minimum of 5 feet outside exterior footing lines where feasible or to property line. Care shall be
exercised not to undermine hardscape, walls, or pavements that are located on adjacent
properties. If removals extend to off site structures or concrete block perimeter walls that are
located within 4-feet from the bottom excavation, then slot cutting or shoring will be required.
The exposed excavation bottom shall be observed and approved by STRATA-TECH, Inc. and
the City's grading inspector prior to processing. Dependent on field observations, removals may
be adjusted up or down. Subsequent to approval of the excavation bottom, the area shall be
scarified 6 inches, moisture conditioned as needed, and compacted to a minimum of 90 percent
relative compaction.
Fill soils shall be placed in 6 to 8 inch loose lifts, moisture conditioned as needed, and
compacted to a minimum of 90 percent relative compaction. This process shall be utilized to
finish grade.
Grading for hardscape areas shall consist of removal and recompaction of soft surficial soils.
Removal depths are estimated at 1 to 2 feet. Earthwork shall be performed in accordance with
previously specified methods.
Grading and/or foundation plans shall be reviewed by the soil engineer. All recommendations are
subject to modification upon review of such plans.
FOUNDATIONS ON COMPACTED FILL
The proposed building may be supported by continuous spread and isolated footings placed a
minimum depth of 24 inches below lowest adjacent grade utilizing an allowable bearing value of
2,000 pounds per square foot. This value is for dead plus live load and may be increased 113 for
total including seismic and wind loads where allowed by code.
Minimum Minimum Bearing Increase Maximum Type Depth Width Value Width Depth (psf) (inches) (inches) (psf) (psf7ft) (psf7ft)
Continuous 24 12 2000 180 440 3500
Interior Pad 18 24 2000 180 440 3500
It is recommended that all footings be reinforced with a minimum of two no. 4 bars (1 top and 1
bottom). The structural engineer's reinforcing requirements should be followed if more
stringent.
0
STRATA·TECH,INC.
GECCCNSULTANTS
Tony Sfredo
Geotechnical Engineering Investigation
0
6 w. 0. 263810
February 19. 2011
All retaining structures should include appropriate allowances for anticipated surcharge loading,
where applicable. In this regard, a uniformly distributed horizontal load equal to one-half the
vertical surcharge shall be applied when the surcharge is within a horizontal distance equal to the
wall height.
Retaining wall footing excavations shall be founded entirely in competent native soils or
compacted fill. Footing bottoms shall be observed by a representative of STRATA-TECH, Inc., to
verify competent conditions.
EXPANSIVE SOILS
Results of expansion tests indicate that the near surface soils have a low expansion potential.
SETTLEMENT
The maximum total post-construction settlement is anticipated to be on the order of 112 inch.
Differential settlements are expected to be less than 112 inch, measured between adjacent structural
elements.
SUBSIDENCE & SHRINKAGE
Subsidence over the site during grading is anticipated to be on the order of .5 feet. Shrinkage of
reworked materials should be in the range of 10 to 15 percent.
FLOOR SLABS
The surface soils are non-plastic with low expansion potential.
Where concrete slabs on grade are utilized, the slab shall be supported on at least 1 foot of
engineered fill compacted to a minimum of 90 percent relative compaction. Slabs should be at
least 4 inches thick and reinforced with a minimum of no. 3 bars 24 inches on center both ways.
The soil should be kept moist prior to casting the slab. However, if the soils at grade become
disturbed during construction, they should be brought to approximately optimum moisture content
and rolled to a firm, unyielding condition prior to placing concrete.
In areas where a moisture sensitive floor covering will be used, a vapor barrier consisting of a
plastic film (6 ml polyvinyl chloride or equivalent) should be used. The vapor barrier should be
properly lapped and sealed. Since the vapor barrier will prevent moisture from draining from fresh
0
STRATA·TECH,INC.
GECCCNSULTANTS
Tony Sfredo
Geotechnical Engineering Investigation
0
8 w. 0. 263810
February 19. 2011
steps are taken to see that the Contractors and Subcontractors carry out such recommendations in
the field.
ENGINEERING CONSULTATION, TESTING & OBSERVATION
We will be pleased to provide additional input with respect to foundation design once methods of
construction and/or nature of imported soil has been determined.
Grading and foundation plans should be reviewed by this office prior to commencement of grading
so that appropriate recommendations, if needed, can be made.
Areas to receive fill should be inspected when unsuitable materials have been removed and prior to
placement of fill, and fill should be observed and tested for compaction as it is placed.
AGENCY REVIEW
All soil, geologic and structural aspects of the proposed development are subject to the review and
approval of the governing agency(s). It should be recognized that the governing agency (s) can
dictate the manner in which the project proceeds. They could approve or deny any aspect of the
proposed improvements and/or could dictate which foundation and grading options are acceptable.
Supplemental geotechnical consulting in response to agency requests for additional information
could be required and will be charged on a time and materials basis.
LIMITATIONS
This report presents recommendations pertaining to the subject site based on the assumption that
the subsurface conditions do not deviate appreciably from those disclosed by our exploratory
excavations. Our recommendations are based on the technical information, our understanding of
the proposed construction, and our experience in the geotechnical field. We do not guarantee the
performance of the project, only that our engineering work and judgments meet the standard of care
of our profession at this time.
In view of the general conditions in the area, the possibility of different local soil conditions may
exist. Any deviation or unexpected condition observed during construction should be brought to
the attention of the Geotechnical Engineer. In this way, any supplemental recommendations can be
made with a minimum of delay necessary to the project.
If the proposed construction will differ from our present understanding of the project, the existing
information and possibly new factors may have to be evaluated. Any design changes and the
finished plans should be reviewed by the Geotechnical Consultant. Of particular importance would
be extending development to new areas, changes in structural loading conditions, postponed
development for more than a year, or changes in ownership.
0 0
RECORD OF SUBSURFACE EXPLORATION
~-~ -Date 1/19/2011 Geotechnical Engineering Investigation II) ~~ ..... (I) c: ~ c.. lllc;::-
E ::J ~ (I) (.J ..c: 7500 Jerez Court 1ii-c Oc.. -Cll -0.. en ·a~ ~ (I) ::!!~ 0 0 Carlsbad, California
u B Work Order 263810 Test Pit No. 1
Description of Earth Materials
0 -0-1', TOPSOIL, WET BLACK CLAY, LOOSE, SOME SMALL ROOTS
2 -1-3' BLACK SILTY CLAY FIRM DAMP, PLASTIC FEEL
14 113 4 3-8', BROWN CLAYEY SILT, FIRM MOIST -DENSE
6 -End of Test Pit at 8' Feet. No Ground Water. No Caving.
8 -
RECORD OF SUBSURFACE EXPLORATION
~-~ -Date 1/19/2011 Geotechnical Engineering Investigation
II) ~~ ·c: .....
(I) ~ c.. lllc;::-
::J ~ (I) (.J ..c: 7500 Jerez Court E 1ii-c o.a: -Cll 0.. en ·a~ ~ (I) ::!!~ 0 0 Carlsbad, California
u B Work Order 263810 Test Pit No. 2
Des-.oo~uv• of Earth Materials
SURFACE: WEED COVERED VACANT LOT 0 -
~ 0-6" TOPSOIL, BLACK WET CLAY WITH SMALL ROOTS
2 -6" 3': BLACK SILTY CLAY, FIRM DAMP SOMEWHAT PLASTIC FEEL
12 108.1 4 _ 3'-6' BROWN CLAYEY SILT, MOIST FIRM , SLIGHTLY PLASTIC
6 j6'-10' LIGHT BROWN SILT. STIFF, MOIST, SOME BINDER
NON-PLASTIC
8
10 -~ End of Test Pit at 10 Feet. No Ground Water. No Caving.
VERY HARD DIGGING
STRATA-TECH, INC.
,.
0
STRATA·TECH,INC.
BECCCNSULTANTS
APPENDIX A
0
This appendix contains a description of the field investigation, laboratory testing procedures and
results, site plan, and exploratory logs.
FIELD INVESTIGATION
The field investigation was performed on January 19, 2011, consisting of the excavation of two
exploratory trenches at locations shown on the attached Site Plan, Plate 2. As excavation
progressed, personnel from this office visually classified the soils encountered, and secured
representative samples for laboratory testing.
Sample Retrieval-Backhoe
Undisturbed samples of earth materials were obtained at frequent intervals by driving a thin-
walled steel sampler by the hydraulic action of the backhoe bucket. The material was retained in
brass rings of2.41 inches inside diameter and 1.00 inch height. The central portion of the sample
was in close-fitting, watertight containers for transportation to the laboratory.
Descriptions of the soils encountered are presented on the attached boring Logs. The data
presented on these logs is a simplification of actual subsurface conditions encountered and applies
only at the specific boring location and the date excavated. It is not warranted to be representative
of subsurface conditions at other locations and times.
Laboratory Testing
Field samples were examined in the laboratory and a testing program was then established to
develop data for preliminary evaluation of geotechnical conditions.
Moisture Density
Field moisture content and dry density were determined for each of the undisturbed soil samples.
The dry density was determined in pounds per cubic foot. The moisture content was determined as
a percentage of the dry soil weight. The results of the tests are shown in the test results section of
this appendix.
Compaction Character
Compaction tests were performed on bulk sample of the existing soil in accordance with ASTM
D1557-07. The results of the tests are shown in the test results section of this appendix.
Shear Strength
The ultimate shear strengths of the soil, remolded soil, highly weathered bedrock and bedrock was
determined by performing direct shear tests. The tests were performed in a strain-controlled
0
STRATA-TECH,INC.
GEQCQNSULTANTS
0
machine manufactured by GeoMatic. The rate of deformation was 0.005 inches per minute.
Samples were sheared under varying confining pressure, as shown on the "Shear Test Diagrams".
The samples indicated as saturated were artificially saturated in the laboratory and were shear
under submerged conditions. The results of tests are based on 80 percent peak strength or ultimate
strength, whichever is lower, and are attached. In addition, a shear was performed on an upper
layer sample remolded to 90-percent of the laboratory standard with low confining pressure.
TEST RESULTS
Maximum Density/Optimum Moisture (ASTM:D-1557-07)
Trench Depth in Feet Maximum Density Optimum Moisture
(pet) (%)
2 1-3 126 11.0
In-Situ Dry Density/ Moisture
Trench Depth in Feet Dry Density Moisture
(pet) (%)
1 3.5 113.0 14.01
2 3 108.1 12.0
Direct Shear
Cohesion Angle oflntemal
Trench Depth in Feet (psf) Friction
(degrees)
2 2 200 30
0 0
ALLOWABLE BEARING CAPACITY
Reference: "Soil Mechanics in Engineering Practice", Terzaghi and Peck, 1967
pages 222 and 223.
Bearing Material:
Properties:
Wet Density (g)
Cohesion (C)
Angle of Friction ( ><")
Footing Depth (D)
Footing Width (B)
Factor of Safety
compacted fill
= 130
= 200
= 30
= 2
= 1.0
= 3.0
Calculations -Ultimate Bearing Capacity
from figure 33.4 on page 222
pcf
psf
degrees
feet
foot
Nc = 30.14 Nq = 18.4 N':P = 22.4
Ou = 1.2 C Nc + 'F D Nq + 0.4 'F B N (Square Footing)
= 1.2 * 200 * 30.14 + 130 * 2 * 18.4 + 0.4 * 130 * 1 * 22.4
= 7233 + 4784 + 1164 = 13181 psf
Allowable Bearing Capacity for Square Footing
Oan= Oul F.S. = 4393 psf
Use 1500 psf (Settlement Control)
Ou = 1.0 C Nc + 'F D Nq + 0.5 'F B N (Continuous Footing)
= 1.0*200*30.14+130*2*18.4+0.5*130*1 *22.4
= 6028 + 4784 + 1456 = 12268 psf
Allowable Bearing Capacity for Continuous Footing
Oan= Oul F.S. =
Use 1500 psf
4089 psf
(Settlement Control)
Increases: 440 psf I ft in depth over 2 feet
0 psf I ft in depth over 1 foot
Geotechnical Engineering Investigation
7500 Jerez Court
Carlsbad, California
STRATA-TECH, INC.
Work Order 262310
0
STRATA·TECH,INC.
GECJCCJNSULTANTS
APPENDIXB
SPECIFICATIONS FOR GRADING
SITE CLEARING
All existing vegetation shall be stripped and hauled from the site.
PREPARATION
0
After the foundation for the fill has been cleared, plowed or scarified, it shall be disced or bladed
until it is uniform and free from large clods, brought to a proper moisture content and compacted to
not less than 90 percent of the maximum dry density in accordance with ASTM:D-1557-02 (5
layers-25 blows per layer; 10 lb. hammer dropped 18"; 4" diameter mold).
MATERIALS
On-site materials may be used for fill, or fill materials shall consist of materials approved by the
Soils Engineer and may be obtained from the excavation of banks, borrow pits or any other
approved source. The materials used should be free of vegetable matter and other deleterious
substances and shall not contain rocks or lumps greater than 8 inches in maximum dimension.
PLACING, SPREADING, AND COMPACTING FILL MATERIALS
Where natural slopes exceed five horizontal to one vertical, the exposed bedrock shall be benched
prior to placing fill.
The selected fill material shall be placed in layers which, when compacted, shall not exceed 6
inches in thickness. Each layer shall be spread evenly and shall be thoroughly mixed during the
spreading to ensure uniformity of material and moisture of each layer.
Where moisture of the fill material is below the limits specified by the Soils Engineer, water shall
be added until the moisture content is as required to ensure thorough bonding and thorough
compaction.
Where moisture content of the fill material is above the limits specified by the Soils Engineer, the
fill materials shall be aerated by blading or other satisfactory methods until the moisture content is
as specified. .
After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not
less than 90>percent of the maximum dry density in accordance with ASTM:D-1557-02 (Slayers-
25 blows per iayer; 10 lbs. hammer dropped 18 inches; 4" diameter mold) or other density tests
which will attain equivalent results.
I'
0
STRATA·TECH,INC.
GECCCNSULTANTS
0
Compaction shall be by sheepsfoot roller, multi-wheel pneumatic tire roller or other types of
acceptable rollers.
Rollers shall be of such design that they will be able to compact the fill to the specified density.
Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling of
each layer shall be continuous over the entire area and the roller shall make sufficient trips to
ensure that the desired density has been obtained. The final surface of the lot areas to receive slabs
on grade should be rolled to a dense, smooth surface.
The outside of all fill slopes shall be compacted by means of sheepsfoot rollers or other suitable
equipment. Compaction operations shall be continued until the outer 9 inches of the slope is at
least 90 percent compacted. Compacting of the slopes may be progressively in increments of 3 feet
to 5 feet of fill height as the fill is brought to grade, or after the fill is brought to its total height.
Field density tests shall be made by the Soils Engineer of the compaction of each layer of fill.
Density tests shall be made at intervals not to exceed 2 feet of fill height provided all layers are
tested. Where the sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches
and density readings shall be taken in the compacted material below the disturbed surface. When
these readings indicate that the density of any layer of fill or portion there is below the required 90
percent density, the particular layer or portion shall be reworked until the required density has been
obtained.
The grading specifications should be a part of the project specifications.
The Soil Engineer shall review the grading plans prior to grading.
INSPECTION
The Soil Engineer shall provide continuous supervision of the site clearing and grading operation
so that he can verify the grading was done in accordance with the accepted plans and
specifications.
SEASONAL LIMITATIONS
No fill material shall be placed, spread or rolled during unfavorable weather conditions. When
work is interrupted by heavy rains, fill operations shall not be resumed until the field tests by the
Soils Engineer indicate the moisture content and density of the fill are as previously specified.
EXPANSWE SOIL CONDITIONS
Whenever expansive soil conditions are encountered, the moisture content of the fill or
recompacted soil shall be as recommended in the expansive soil recommendations included
herewith.
(~CITY Of
0 0 FILE COPY
7-010· /,;;J
¥CARLSBAD
Community & Economic Development www.carlsbadca.gov
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN to you that the Planning Commission of the City of Carlsbad will hold a public
hearing at the Council Chambers, 1200 Carlsbad Village Drive, Carlsbad, California, at 6:00 p.m. on
Wednesday, August 1, 2012, to consider a request for the following:
CASE NAME: CT 11-02/ PUD 11-05-La Costa Vista
PUBLISH DATE: July 20, 2012
DESCRIPTION: Request for approval of a Tentative Tract Map and Planned Development Permit to
develop a seven unit multi-family residential air-space condominium project on a .40-acre infill site
generally located at the northern end of Jerez Court in Local Facilities Management Zone 6.
Those persons wishing to speak on this proposal are cordially invited to attend the public hearing and
provide the decision makers with any oral or written comments they may have regarding the project.
Copies of the staff report will be available online at
http://www.carlsbadca.gov/cityhall/meetings/Pages/meeting-videos.aspx on or after the Friday prior to
the hearing date.
If you have any questions, or would like to be notified of the decision, please contact Greg Fisher in the
Planning Division at (760) 602-4629, Monday through Thursday 7:30 a.m. to 5:30 p.m., Friday 8:00 a.m.
to 5:00p.m. at 1635 Faraday Avenue, Carlsbad, California 92008.
APPEALS
The time within which you may judicially challenge these projects, if approved, is established by State
law and/or city ordinance, and is very short. If you challenge this project in court, you may be limited to
raising only those issues you or someone else raised at the public hearing described in this notice or in
written correspondence delivered to the City of Carlsbad at or prior to the public hearing.
o Appeals to the City Council: Where the decision is appealable to the City Council, appeals must
be filed in writing within ten (10) calendar days after a decision by the Planning Commission.
CITY OF CARLSBAD
PLANNING DIVISION
· · · -· Planning Division ~~------------------------------------------------------------s:: · 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4600 F 760-602-8559 ®
~ .l ... \,, ~ ...
~ CITY OF
CARLSBAD
EIA INFORMATION
FORM
P-1(0)
INSTRUCTION SHEET FOR COMPLETING AN
ENVIRONMENTAL IMPACT ASSESSMENT
INFORMATION FORM
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
This Environmental Information Form will be used to assist staff in determining what type of
environmental documentation (i.e., Environmental Impact Report, Mitigated Negative
Declaration, Negative Declaration or Exemption) will be required to be prepared for your
application, per the California Environmental Quality Act (CEQA) and Title 19 of Carlsbad's
Municipal Code. The clarity and accuracy of the information you provide is critical for purposes
of quickly determining the specific environmental effects of your project.
Any environmental studies (i.e., biological, cultural resource, traffic, noise) that are
necessary to substantiate a "no impact" or "yes impact" determination should be
submitted as an attachment to this Environmental Information Form. This is especially
important when a Negative Declaration is being sought. The more information provided in this
form, the easier and quicker it will be for staff to complete the Environmental Impact
Assessment Form -Initial Study.
P-1(0) Page 1 of4 Revised 07/1 0
c -
Are the following items applicable to the project or its effects? Discuss all items checked yes (attach
additional sheets as necessary).
Yes ~ 20. Change in existing features of any bays, tidelands, beaches, or hills, or substantial 0
alteration of ground contours.
21. Change in scenic views or vistas from existing residential areas or public lands or 0 if'
roads.
22. Change in pattern, scale or character of general area of project. 0 ~
23. Significant amounts of solid waste or litter. 0 ~
24. Change in dust, ash, smoke, fumes or odors in vicinity. 0 ~
25. Change in ocean, bay, lake, stream or ground water quality or quantity, or 0 ~
alteration of existing drainage patterns.
26. Substantial change in existing noise or vibration levels in the vicinity. 0 ~
27. Site on filled land or on slope of 1 0 percent or more. 0 ~
28. Use of disposal of potentially hazardous materials, such as toxic substances, 0 ~
flammables or explosives.
29. Substantial change in demand for municipal services (police, fire, water, sewage, 0 ~
etc.).
30. Substantially increase fossil fuel consumption (electricity, oil, natural gas, etc.). 0 ~
31. Relationship to a larger project or series of projects. 0 ~
Environmental Setting
Attach sheets that include a response to the following questions:
32. Describe the project site as it exists before the project, including information on topography, soil
stability, plants and animals, and any cultural, historical or scenic aspects. Describe any existing
structures on the site, and the use of the structures. Attach photographs of the site. Snapshots
or Polaroid photos will be accepted.
33. Describe the surrounding properties, including information on plants and animals and any
cultural, historical or scenic aspects. Indicate the type of land use (residential, commercial, etc.),
intensity of land use {one-family, apartment houses, shops, department stores, etc.), and scale of
development {height, frontage, set-back, rear yard, etc.). Attach photographs of the vicinity.
Snapshots or polaroid photos will be accepted.
Certification
I hereby certify that the statements furnished above and in the attached exhibits present the data and
information required for this initial evaluation to the best of my ability, and that the facts, statements, and
information p'i"ted e true and correct to the best of my knowledge and belief. -~
Date: S/ 17 // Signature~~ t:tfd
For:
P-1(0) Page 4 of4 Revised 07110
0 0
#32-Vacant flat lot, previously graded, never developed upon with tall grass and one tree, no
structures of any kind.
#33-The surrounding properties include apartment buildings and condominium projects. All
other adjacent properties are fully developed.
Greg Fisher
From:
Sent:
To:
Subject:
Dear Greg,
Nancy Buckley [coosbay@roadrunner.com]
Sunday, June 12, 2011 12:50 PM
Greg Fisher
La Costa Vista -7500 Jerez Ct.
I received an early public notice regarding planned development of La Costa Vista-7500 Jerez Ct.
As residents on Jerez know, street parking is at a premium. In the planning phases, please make sure the
proposed condos have ample parking for residents as well as guest parking. Street parking is crowded now and
I can't imagine further congestion with extra residents and guests.
Thank you.
Nancy Buckley
1
Greg Fisher
From:
Sent:
To:
Subject:
Greg:
Eric Siegel [emsiegel49@gmail.com]
Tuesday, June 14, 2011 8:36AM
Greg Fisher
Re: Delivery Status Notification (Failure)
Thank you for the "Early Public Notice" as per the above. I live next door
to this project in the Golfview Villas Condos .... a five unit condo project
at 7505 Jerez Ct.
My concern and question is regarding the density of 7 units and the impact
on the cul~de-sac parking area. While it's good news that each unit will
have a two car
garage, I'm wondering how many on site guest parking spots will be required
by Planning. Currently, Jerez Ct. is a "parking lot" from Gibraltar to the
end of the cul-de-sac.
Please review the planned occupancy density and parking requirements, and
let me know your thoughts on the direction Planning is going to require of
the La Costa Vista
developer.
Thank you.
Eric Siegel
1
c
Discretionary Review Checklist
PROJECT NUMBER: CT 11-02/ PUD 11-05
BUILDING ADDRESS: 7500 Jerez Court ----~~~~~------------------------------------------
PROJECT DESCRIPTION: Construction of 7 Condominiums
ASSESSOR'S PARCEL NUMBER: .....:2::...:1...::::.6--=2;.;:;;.90.::...-.;:;.;09=----------------
FIRE 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.
By: Date
ATTACHMENTS
DENIAL
Please see the attached report of deficiencies
marked with (&J. Make necessary corrections to
plans or specifications for compliance · with
applicable codes and standards. Submit corrected
plans and/or specifications to this office for review.
By: q.R~ Date 6/021201 t
By: --------------------------Date:
By: Date: ------------------------------
FIRE DEPARTMENT CONTACT PERSON
NAME: Gregory L Ryan
Deputy Fire Marshal
ADDRESS: 1635 Faraday Ave
Carlsbad, CA 92008
PHONE: (760) 602-4663
D
REVIEW CHECKLIST
SITE PLAN
1. Access:
c Fire Department access inadequate. Provide fire access road in accordance
with CMC 17.04.010. This access shall provide an unobstructed width of 24
feet, and a unobstructed vertical clearance or "clear-to-sky".
ltJ Dead-End access. Dead-end streets, aisles and driveways in excess of 150
linear feet shall be constructed in such a manner that fire apparatus can
maneuver to reverse direction on the road. Or must provide appropriately
designed turn-around.
~ Fire Access Road surface. The surface of all fire department access routes
shall be of an impervious "all-weather" surface material, designed to carry a
minimum load of 75,000 pounds axel weight.
~ Alternative road surface. Alternative road surface materials such as turf block
or grass crete may be approved by the Chief if; the applicant requests by letter
for an approval of the use of Alternate Means and Materials and provide
performance specifications and construction details which have been reviewed
and certified by a licensed engineer.
ltJ Fire Lanes. If fire lanes are designated they shall become the responsibility of
the developer to have said access restrictions recorded, that the owner is
responsible to provide and maintain to identify and ensure enforcement of
those designated access.
WATER IMPROVEMENT
1. Hydrants
Additional on-site public water mains and fire hydrants are required.
Provide additional fire hydrants at intervals of 300 feet along public streets
and/or private driveways. Hydrants should be located at street intersections
when possible, but no closer than 100 feet from the terminus of a street or
driveway.
o Provide additional fire hydrants at intervals of 500 feet along public streets
and/or private driveways. Hydrants should be located at street intersections
when possible, but no closer than 100 feet from the terminus of a street or
driveway.
o Provide additional fire hydrants at intervals of 1000 feet along public streets
~ 1\.}(!} ~~ wj,r-J 36 ( ~~ r-t-t-.lP/6-V-.J-~a-l~ru~
FIRE SPRINKLERS
1. An automatic fire sprinkler are required for all Residential
Occupancies permitted after January 1, 2011
2. Provide notes on all plans submitted for review that indicate that fire sprinklers are
required.
0
[J 0
3. Each building shall require a separate DDCV or you may elect to sprinkle each
individual D.U. from a 1~inch water meter. (see item below)
WATER METERS
4. You will be required to install a one inch { 1 n) or greater water service and water meter.
This is to ensure that there is adequate water provided in the event of a fire sprinkler
activation during periods of other uses and/or demands, e.g. irrigation.
0 0
shared private improvements within this subdivision, including but not limited to
utilities, sidewalks, landscaping, street lighting, enhanced paving, water quality
treatment measures, low impact development features, storm drain facilities, etc.
located therein and to distribute the costs of such maintenance in an equitable manner
among the owners of the properties within this subdivision.
5. Developer shall prepare, submit and process for city engineer approval a final map to
subdivide this project. There shall be one Final Map recorded for this project.
Fees/ Agreements
6. Developer shall cause property owner to execute and submit to the city engineer for
recordation, the city's standard form Geologic Failure Hold Harmless Agreement.
7. Developer shall cause property owner to execute and submit to the city engineer for
recordation the city's standard form Drainage Hold Harmless Agreement.
8. Developer shall cause property owner to submit an executed copy to the city engineer
for recordation a city standard Permanent Stormwater Quality Best Management
Practice Maintenance Agreement.
9. Developer shall cause property owner to apply for, execute, and submit, to the city
engineer for recordation, an Encroachment Agreement covering private storm drain,
storm water facilities, and trash enclosures located over existing public right-of-way and
water easement as shown on the tentative map. Developer shall pay processing fees per
the city's latest fee schedule.
10. Prior to approval of any grading or building permits for this project, developer shall
cause owner to give written consent to the city engineer for the annexation of the area
shown within the boundaries of the subdivision into the existing City of Carlsbad Street
Lighting and Landscaping District No. 1 and/or to the formation or annexation into an
additional Street Lighting and Landscaping District. Said written consent shall be on a
form provided by the city engineer.
Grading
11. Based upon a review of the proposed grading and the grading quantities shown on the
tentative map, a grading permit for this project is required. Developer shall prepare and
submit plans and technical studies/reports for city engineer review, post security and
pay all applicable grading plan review and permit fees per the city's latest fee schedule.
12. Developer shall complete and submit to the city engineer a Project Threat Assessment
Form (PTAF) pursuant to City Engineering Standards. Concurrent with the PTAF,
developer shall also submit the appropriate Tier level Storm Water Compliance form
Page 2 of 15
c
and appropriate Tier level Storm Water Pollution Prevention Plan (SWPPP} as
determined by the completed PTAF all to the satisfaction ofthe city engineer. Developer
shall pay all applicable SWPPP plan review and inspection fees per the city's latest fee
schedule.
13. This project is subject to 'Priority Development Project' requirements. Developer shall
prepare and process a Storm Water Management Plan (SWMP}, subject to city engineer
approval, to demonstrate how this project meets new/current storm water treatment
requirements per the city's Standard Urban Storm Water Management Plan (SUSMP},
latest version. In addition to new treatment control BMP selection criteria in the
SUSMP, the developer shall use low impact development (site design} approaches to
ensure that runoff from impervious areas (roofs, pavement, etc.} are drained through
landscaped (pervious} areas prior to discharge. Developer shall pay all applicable
SWMP plan review and inspection fees per the city's latest fee schedule.
14. Developer is responsible to ensure that all final design plans (grading plans,
improvement plans, landscape plans, building plans, etc.} incorporate all source control,
site design, treatment control BMP, applicable hydromodification measures, and Low
Impact Design (LID} facilities.
15. Developer shall submit documentation, subject to city engineer approval,
demonstrating how this project complies with Hydromodification requirements per the
city's SUSMP, latest version. Documentation shall be included within the Storm Water
Management Plan (SWMP}.
Dedications/Improvements
16. Developer shall design the private drainage systems, as shown on the tentative map to
the satisfaction of the city engineer. All private drainage systems (12" diameter storm
drain and larger} shall be inspected by the city. Developer shall pay the standard
improvement plan check and inspection fees for private drainage systems.
52. Developer shall design all proposed public improvements including but not limited to
driveways, water services/meters, curb drains, etc. as shown on the tentative map.
These improvements shall be shown on one of the following, subject to city engineer
approval:
A. Grading plans processed in conjunction with this project; or
B. Construction Revision to an existing record public improvement drawing
r--Developer shall pay plan check and inspection fees using improvement valuations in
accordance with the city's current fee schedule. Developer shall apply for and obtain a
right-of-way permit prior to performing work in the city right-of-way.
53. Prior to issuance of building permits, developer shall install separate sewer services to
each unit proposed by this tentative map. Sewer services shall be provided to the
Page 3 of 15
0
satisfaction of the city engineer and Leucadia Wastewater District.
57. Developer shall design, and obtain approval from the city engineer, the structural
section for the access aisles with a traffic index of 5.0 in accordance with city standards
due to truck access through the parking area and/or aisles with an ADT greater than
500. Prior to completion of grading, the final structural pavement design of the aisle
ways shall be submitted together with required R-value soil test information subject to
the review and approval of the city engineer.
Non-Mapping Notes
17. Add the following notes to the final map as non-mapping data:
A. Building permits will not be issued for development of the subject property
unless the appropriate agency determines that sewer and water facilities are
available.
B. The owner of this property on behalf of itself and all of its successors in interest
has agreed to hold harmless and indemnify the City of Carlsbad from any action
that may arise through any diversion of waters, the alteration of the normal flow
of surface waters or drainage, or the concentration of surface waters or drainage
from the drainage system or other improvements identified in the city approved
development plans; or by the design, construction or maintenance of the
drainage system or other improvements identified in the city approved
development plans.
Utilities
18. Developer shall meet with the fire marshal to determine if fire protection measures (fire
flows, fire hydrant locations, building sprinklers) are required to serve the project. Fire
hydrants, if proposed, shall be considered public improvements and shall be served by
public water mains to the satisfaction of the district engineer.
19. Prior to issuance of building permits, developer shall pay all fees, deposits, and charges
for connection to public facilities.
20. The developer shall design landscape and irrigation plans and submit to the Planning
Department for processing and approval.
21. Developer shall install potable water water services and meters at locations approved
by the district engineer. The locations of said services shall be reflected on public
improvement plans or grading plan.
22. The developer shall install sewer laterals and clean-outs at locations approved by the
city engineer and Leucadia Wastewater District.
Page 4 of 15
c
23. The developer shall design and construct public water and sewer facilities substantially
as shown on the tentative map to the satisfaction of Leucadia Wastewater District, the
district engineer and city engineer.
24. The developer shall provide separate potable water meters for each separately owned
unit within this subdivision.
Code Reminders
The project is subject to all applicable provisions of local ordinances, including but not limited
to the following: 9, C.J
~ This tentative map shall expire two years from the date on which the ~cil voted u to approve this application.
26. Developer shall pay traffic impact and sewer impact fees based on Section 18.42 and
Section 13.10 of the City of Carlsbad Municipal Code, respectively. The Average Daily
Trips (ADT) and floor area contained in the staff report and shown on the tentative map
are for planning purposes only.
Page 5 of 15
(~~ CITY OF ~.~CARLSBAD
c
Memorandum
December 9, 2011
To: Greg Fisher, Planning
From: Tecla Levy, Land Development Engineering
SUBJECT: CT 11-02-LA COSTA VISTA, 7-UNIT CONDOMINIUM, APN 216-290-09
Engineering Department staff has completed the third review of the above application for
completeness and has determined that the application is incomplete. Additional items of concern
maybe identified upon review next submittal. Prior to next submittal, it is suggested the following
items are adequately addressed:
!Incomplete Item
1. Submit a revised SWMP report that demonstrates compliance with the City of Carlsbad
SUSMP requirements for treatment BMP and hydromodification. If using San Diego County
BMP calculator, please include input and output data in the SWMP report.
I Engineering Issues
Preliminary Grading Plan:
2. Obtain approval from Leucadia Sewer District for the proposed 6" sewer main shown on
the site plan.
3. Add a note on the preliminary grading plan stating that an encroachment agreement will
be required for all structures proposed within the existing CMWD easement. Indicate the
existing easement document number and recordation date.
4. The revised preliminary grading plans do not show the proposed treatment control and
hydromodification facilities as shown in the SWMP report. Show the locations of the
proposed BMPs on the preliminary grading plan.
5. The revised SWMP report indicates that there are two proposed BMPs for this project:
BMP1 (bioswale) and BMP2 (bioretention) to replace the previously proposed eco-pavers.
However, there are no calculations provided in the SWMP report to demonstrate that the
proposed BMPs comply with the City of Carlsbad SUSMP requirements for treatment BMP
and hydromodification. If using San Diego County BMP calculator, please provide input
and output data.
6. Based on the BMP calculator results provide cross-sections and details of the proposed
La Costa Vista (CT 11-02)
December 9, 2011
Page 2 of 2
c
bioswale and bioretention facilities. Clearly indicate the sizes, length, width, area and
volume of the proposed BMPs. Show a minimum of 18" engineered soil required for run-
off treatment. Indicate depth and volume of the required storage, and the orifice size
required to meet hydromodification.
7. The drainage management area (DMA) map provided in the SWMP report show only 3
drainage areas; however, the DMA table provided on the map includes 7 DMAs. Please
clearly delineate the 7 DMA's on the map and show which BMP each DMA drains to.
8. Previous comment: The site plan must indicate proposed ADT (traffic}, EDU's (sewer) and
GPM (potable water) for this project.
9. Previous comment: Show proposed earthwork quantities (cut, fill, import, export) for the
proposed project in cubic yards.
10. Please obtain fire department approval. The attached review checklist dated 6/02/2011
from the Fire Department shows several unresolved issues with the fire department.
11. This review does not constitute a complete review of the proposed project and additional
items of concern may be identified upon review of subsequent submittal.
12. Please comply with all other comments in the redlined check prints, preliminary SWMP,
soils report, and storm water standard questionnaire.
13. Please submit the following documents in the next review submittal:
a) One copy of a revised grading plan
b) Revised SWMP and hydrology report, one copy each
d) 3rd review redlined plans and reports
cc: Engineering Project File
. ~ (~ii!~ CITY OF
~CARLSBAD
Memorandum
June 10, 2011
To: Greg Fisher, Planning
From: Tecla Levy, Land Development Engineering
SUBJECT: CT 11-02 -JEREZ TOWNHOMES, 7-UNIT CONDOMINIUM, APN 216-290-09
Engineering Department staff has completed the first review of the above application for
completeness and has determined that the application is incomplete. Additional items of concern
maybe identified upon review next submittal. Prior to next submittal, it is suggested the following
items are adequately addressed:
!Incomplete Items:
1. This project qualifies as a priority project. The preliminary SWMP report did not include
appropriate analysis and sizing calculations for flow control and treatment control BMP
facilities to satisfy Hydromodification Management Plan (HMP), Treatment Control Best
Management Practices (TCBMP), and Low Impact Development (LID)" requirements.
Please refer to City of Carlsbad Standard Urban Stormwater Management Plan (SUSMP),
City of Carlsbad Engineering Standards, Volume 4, Chapter 2, at
http://www.carlsbadca.gov, search "engineering standards".
A San Diego BMP sizing calculator using an integrated approach by Brown and Caldwell is
now available on-line. This integrated approach sizing calculations will satisfy all
requirements for TCBMP, HMP and LID facilities. Go to http:/ /www.projectcleanwater.org
and click on the BMP sizing calculator. The SWMP report must include a full size Drainage
Management Area (DMA) map (see attached sample).
2. Please revise hydrology report to include post development hydrology calculations using
drainage sub-basins that agree with the drainage management areas used in the
preliminary SWMP report.
I Engineering Issues
Preliminary Grading Plan:
3. The 12" private storm drain pipe proposed within the public right-of-way is not allowed
unless justified and approved by the city engineer. Please revise the site grading to allow
surface drainage flow into the street to avoid construction of private storm drain within
the public right-of-way.
4. The 6" storm drain system shown along the western and southern boundary of the site
Jerez Townhomes (CT 11-C
June 10, 2011
Page 2 of 3
appears to collect run-off from roof drains and from patios of units 1 to 4. The storm drain
system connects to a bio-clean baffle box. It is our understanding baffle box is good for
pre-treatment only, to remove trash and debris and sediment. Please provide evidence
that this baffle box has the required efficiency to treat all other pollutants of concern
generated by this project identified in the SWMP report (oxygen demanding substances,
bacteria and viruses, nutrients, oil and grease, pesticides, etc.). Or provide additional
treatment BMP facility.
Consider replacing the above proposed 6" storm drain system with small scale LID facilities
such as a vegetated swale, a linear bioretention system, flow-through planters or
combinations of the said facilities. Treated run-off can be discharged directly into the
street gutter avoiding the need to construct storm drain system within the public right-of-
way.
5. Clarify and indicate on the preliminary grading plan the type of finished surface at the
patio area along the western boundary. The BMP map shows this area as landscaped while
the landscaped plans shows this area as concrete patios. Please correct inconsistencies.
6. The hydrology report does not include a post construction drainage map. It is not clear
which portions of the roof area drains into the proposed eco-stone paver or into the
perimeter area drains. Please include a drainage map that clearly delineate drainage
basins and sub basins consistent with the Drainage Management Area (DMA) map
required in the SWMP report.
7. Obtain an update soils letter from the soils engineer that addresses the suitability of the
proposed eco-stone pavers as infiltration BMP. The letter must include design
recommendations for the said facility to ensure stable load bearing surface for intended
load including a 75,000 lbs fire truck.
8. Show proposed sewer and water easement along the private drive.
9. The site plan must indicate proposed ADT (trafficL EDU's (sewer) and GPM (potable water)
for this project.
10. Show proposed earthwork quantities (cut, fill, import, export) for the proposed project in
cubic yards.
11. Revise the private drive to include a 5-foot clearance to allow cars from units 4 and 7
garages to back-up.
12. Meet with the Fire Department to identify the necessary fire protection measures
required for this project (access, fire hydrants, sprinkler systems, etc.) All proposed fire
hydrants must be served by public water mains.
13. Please provide inside and outside turning limits for fire trucks using the 40-ft bus design
per Figure 404.5F of the California Highway Design Manual, or other acceptable circulation
to the satisfaction of the Fire Department.
14. This review does not constitute a complete review of the proposed project and additional
Jerez Townhomes (CT uO
June 10, 2011
Page 3 of 3
items of concern may be identified upon review of subsequent submittal.
15. Please comply with all other comments in the redlined check prints, preliminary SWMP,
hydrology report, and storm water standard questionnaire.
16. Please submit the following documents in the next review submittal:
a) Revised grading plan
b) Revised SWMP and hydrology report
c) Revised Storm Water Standards Questionnaire
d) 1st review redlined plans and reports
cc: Engineering Project File
0
Sea Breeze Villas
Construction Document Review
0
October 24, 2011
Page 2
for Engineering on the title,leover sheet. 2nd Review: Please delete "Required on Page 1
Only" from the signature block (see comment #6 above and use the signature block in the
file e-mailed to your office).
9. Plans shall include (but not be limited to) the following:
Cover Sheet:
a. Project title 2nd Review: Please include the project title at the top of the sheet
in 1 " -2" high letters.
b-d Completed
e. Sheet index 2nd Review: Please revise the sheet index to include the cover
sheet as sheet 1 of 5 and revise sheets numbers as red lined on the plans.
Please provide a eover sheet as required.
1 0-13 Completed.
14. Please sho\v and la-Bel any Cal Trans sight lines at the entry and insure no eonfliets with
plantings. 2nd Review: The Cal Trans sight lines are now shown; however the 25 1 sight
triangle has been deleted. Please show both Cal Trans and 25 1 sight triangle on the
plans.
15-17 Completed.
18. Please provide a copy of plans that specify all community recreation area amenity
installations (i.e. paving, BBQ, beneh, fire area, ta-Bles and ehairs) for cross checking. 2nd
Review: Please provide materials and installation details for the paving.
19. Completed.
20. Completed.
21. Please revise to the "City of Carlsbad" water efficient landscape ordinance. Please also
state the requirements for the soils test per the ordinance as the contractor may not find it
easy to locate the ordinance. The ordinance may be found at the following web site:
http://library.municode.com/index.aspx?clientld=l6245&stateld=5&stateName=Califom
ia under Title 18. 2nd Review: Please revise "State ofCalifornia" to "City ofCarlsbad"
and "State" to "City". The requirements for the soils test could not be found on the
cover sheet. Please address.
22. Please confirm that there is no landsc'!Pe area below the stairs and that this area is either
paved or enclosed by the building. 2n Review: Please respond to this comment so that it
is clear that no landscape area is located below the stairs.
23-31 Completed.
32. Pipe between the meter and backflow preventer shall be "Schedule K hard Copper".
Please revise as appropriate.
33-34 Completed.
35. Applicant has noted this comment.
36. Please revise the MAWA and ETWU calculations using an Eto of 40.0 (west ofi-5). The
warm season grass uses spray type sprinklers. Please revise the irrigation efficiency (IE)
to .55 for spray versus .9. Please break out the small area of drip at the street using .8 as
the IE. Insure the ETWU is less than or equal to the MAW A after recalculations. ETWU
is to be calculated using the following formula:
ETWU = (ETo)(0.62{ PFI~HA + SLA)
0
Sea Breeze Villas
Construction Document Review
0
October 24, 2011
Page 3
2nd Review: Please use .55 for spray type sprinklers and .8for drip or provide
documentation that supports the use of different irrigation efficiency numbers.
37. RETURN REDLINES and submit 2 revised bond copies for the next Planning
Department review along with additional copies as required for other department
reviews. The applicant is to submit a copy of the approval memo from Engineering
with the final mylars.
NEW COMMENTS
1 A. Please revise the sheet numbers.
c
Window and sliding glass doors
Keying
All exterior sliding glass doors and windows should be equipped with locking devices which will keep the
sliding panel of the door or window from being opened from the outside horizontally or vertically lifted.
Upon occupancy by the owner, each single unit in a tract constructed under the same general plan, should
have locks using combinations that are interchange free from locks used in all other separate dwellings.
Mail Boxes
Locate mailboxes in highly visible areas adjacent to common areas.
This information is a representation of information gathered on a national level. The purpose is to provide
effective and consistent information. If you would like additional assistance concerning building security or
employee security issues, please contact the Crime Prevention Unit at (760) 931-2105.
By, Jodeene R. Sasway
Crime Prevention Specialist
Carlsbad Police Department
(760) 931-2195
CITY OF CARLSBAD
REVIEW AND COMMENT MEMO FILE COPY
DATE: MAY 18, 2011
PROJECT NO{S): CT 11-02/PUD 11-05 REVIEW NO: 1
PROJECT TITLE: LA COSTA VISTA ----------------------------------------------------~
APPLICANT: TONY SFREDDO ----------------------------------------------------~
TO: C8'J Land Development Engineering-Terie Rowley
C8'J Police Department-J. Sasway
C8'J Fire Department-Greg Ryan
C8'J Building Department-Will Foss
D Recreation -Mark Steyaert
D Public Works Department (Streets)-Nick Roque
D Water/Sewer District
C8'J Landscape Plancheck Consultant-PELA
D School District
D North County Transit District-Planning Department
D Sempra Energy-Land Management
D Caltrans {Send anything adjacent to 1-5)
D Parks/Trails-Liz Ketabian
*ALWAYS SEND EXHIBITS
FROM: PLANNING DEPARTMENT
Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK
in the Planning Department at 1635 Faraday Avenue, by 06/08/11. If you have "No Comments,"
please so state. If you determine that there are items that need to be submitted to deem the
application "complete" for processing, please immediately contact the applicant and/or their
representatives (via phone or e-mail) to let them know.
Thank you
COMMENTS:. ____________________________________________________ ___
Signature Date
PLANS ATIACHED
Review & Comment 05/11
', ~"
CT 11-0.2/PUD 11-05 -LA COSTA VISTA
June 28, 2012
Page 2 ·
C) Mailing Labels -two (2) separate sets of mailing labels of the property owners
within a 600 foot radius of the subject property. The list must be typed in all
CAPITAL LETTERS, left justified, void of any punctuation. For any address
other than a single family residence, an apartment or suite number must be
included but the Apartment, Suite and/or Building Number must NOT appear in
the street address line. DO NOT type assessor's parcel number on labels. DO
NOT provide addressed envelopes -PROVIDE LABELS ONLY. Acceptable
fonts are: Arial 11 pt, Arial Rounded MT Bold 9 pt, Courier 14 pt, Courier New 11
pt, and MS Line Draw 11 pt. Sample labels are as follows:
UNACCEPTABLE UNACCEPTABLE ACCEPTABLE
Mrs. Jane Smith
123 Magnolia Ave., Apt #3
Carlsbad, CA 92008
Mrs. Jane Smith
123 Magnolia Ave.
Apt. #3
Carlsbad, CA 92008
MRS JANE SMITH
APT3
123 MAGNOLIA AVE
CARLSBAD CA 92008
D) Radius Map -a map to scale, not less than 1" = 200', showing all lots entirely
and partially within 600 feet of the exterior boundaries of the subject property.
Each of these lots should be consecutively numbered and correspond with the
property owner's list. The scale of the map may be reduced to a scale
acceptable to the Planning Director if the required scale is impractical.
E) Fee -a fee shall be paid for covering the cost of mailing notices. Such fee shall
equal the current postage rate times the total number of labels. Cash check
(payable to the City of Carlsbad) and credit cards are accepted.
Sincerely, ~
~__,
GREG FISHER
Assistant Planner
GF:sm
c: File
Attachment
I HEREBY CERTIFY THAT THE PROPERTY OWNERS LIST AND LABELS SUBMITTED TO
THE CITY OF CARLSBAD ON THIS DATE REPRESENT THE LATEST AVAILABLE
INFORMATION FROM THE EQUALIZED ASSESSOR'S ROLES.
APPLICATION NAME AND NUMBER
APPLICANT OR APPLICANT'S REPRESENTATIVE
BY: ------------------------
DATE: ____________________ __
RECEIVED BY
DATE: ---------------------
,.......,
CT 11-02/PUD 11-05-LJ\COSTA VISTA
April 30, 2012
Page 2 ·
ISSUES OF CONCERN
Planning:
The landscape conceptual plan does not accurately reflect the most recent site plan in regards
to the three required on-site visitor parking spaces. Please update the landscape plan so that it
is consistent with the site plan and tentative map.
Engineering:
None
CT 11-02/PUD 11-05-LA C'OSTA VISTA
December 13, 2011
Page2
LIST OF ITEMS NEEDED
TO COMPLETE THE APPLICATION
Engineering:
Land Development Engineering Division staff has completed the third review of the above
application for completeness and has determined that the application is still incomplete.
Additional items of concern may be identified upon review of your next submittal. Prior to your
next submittal, it is suggested that the following items are adequately addressed. Furthermore,
the application may not be resubmitted without an appointment with the Land
Development Engineering Division. Please call your staff engineer, Tecla Levy, at (760)
602-2733, to schedule a meeting prior to resubmitting.
1. Submit a revised SWMP report that demonstrates compliance with the City of Carlsbad
SUSMP requirements for treatment BMP and hydromodification. If using San Diego
County BMP calculator, please include input and output data in the SWMP report.
ISSUES OF CONCERN
Planning:
1. The six foot tall maximum wall height note shown on the site plan (Sheet A-1) should
also be reflected on the preliminary grading plan and landscape plan. Furthermore, the
proposed wall/fence combination shown in Section C-C is seven to eight feet tall which
exceeds the maximum height limit.
2. Please provide a detail of the six foot tall block wall proposed along the northern
property line. The wall should have a cap that overhangs the wall on both sides by 1"
minimum and finishes that are compatible with the architecture should be provided.
Please revise the conceptual landscape plans to provide an architectural detail of the
proposed wall.
3. An architectural detail of the proposed trash enclosure must be included which
demonstrates compliance with the Land Development Engineering Division GS-16
standards, details the architectural finish of the enclosure walls and gates, and identifies
in a cut-sheet type detail the style and dimensions of a decorative form architectural cap
to be used in finishing the top portions of the wall. Be sure to include on the landscape
plans the type of vines or attaching plants that will be used to obscure the walls (refer to
the landscape red line comments for further direction).
4. Consistent with the City's early public notice procedures, please install the required
onsite project notice as soon as possible. The sign should have been installed 30 days
following the original application date of May 18, 2011.
Engineering:
Preliminary Grading Plan:
5. Obtain approval from Leucadia Sewer District for the proposed 6" sewer main shown on
the site plan. This item was listed on a letter of transmittal dated 11/17/11 but the city
does not have a copy for our records.
~
CT 11-02/PUD 11-05-LA cO'SfA VISTA
October 27, 2011
Page 2
Planning:
ISSUES OF CONCERN
1. The maximum height of a wall and/or fence combination is six feet when located within a side
or rear yard setback. As proposed, the fence/wall combination along the rear property line is
eight feet tall. Please revise to comply with the maximum six foot tall fence/wall combination
height limit. Please consider an open steel designed fence as this would provide views, light,
and air flow to the u.nits that back up to the golf course.
2. Provide one copy (plan view) of the roof plan. Show roof design to include ridges, hips, slope
direction, etc. Show location of roof appurtenances, mechanical equipment and screening if
applicable. This is the second request for this item.
3. Provide a detail of the proposed refuse bin enclosure. Please refer to City Engineering Standard
GS-16-Refuse Bin Enclosure for design standards. This is the second request for this item.
4. Identify each individual building plane and label as (i.e. "plane 1, plane 2") on all building
elevations consistent with Section 21.45.080A (E.2) of the CMC. This is the second request for
this item. Furthermore, elevation drawings were omitted from the resubmittal.
5. Please include the City's project numbers on future submittals, CT 11-02/PUD 11-05 in the
upper right hand corner of all plans (site plan, tentative map, landscaping, etc.). This is· the
second request for this item.
6. Please provide the adjacent driveway apron to the east.
7. All three required visitor parking· spaces must be provided on-site as the curb in front of the
project boundary is painted red prohibiting parking in this area. Please revise the plans
accordingly.
8. When resubmitting, please provide four complete sets of plans (stapled and folded) to include
the following: site plan; TM; floor plans; elevations; roof plan; and landscape plan.
Engineering:
Preliminary Grading Plan:
1. The revised plan shows a proposed 6" water main located 3 feet away from the building
structure. This is too close to the structure and is not acceptable. To allow proper maintenance,
City Engineering Standard requires a minimum of 20 feet wide easement, 10 feet on each side
measured from the center of the pipeline.
Consider relocating all proposed water meters to the landscape area within the existing water
easement located along the southern boundary of the property and run private laterals to each
unit. (See comments on the redlined plans).
2. Obtain approval from Leucadia Sewer District for the proposed 6" sewer main shown on the site
plan.
·' ,, .~
CT"11'!02/Pt1D 11-05-LA cd~iA VISTA
June 14, 2011
Page 2
LIST OF ITEMS NEEDED
TO COMPLETE THE APPLICATION
Planning:
1. Provide one copy (plan view) of the roof plan. Show roof design to include ridges, hips, slope
direction, etc. Show location of roof appurtenances, mechanical equipment and screening if
applicable.
Engineering:
1. This project qualifies as a priority project. The preliminary SWMP report did not include
appropriate analysis and sizing calculations for flow control and treatment control BMP facilities
to satisfy Hydromodification Management Plan (HMP), Treatment Control Best Management
Practices (TCBMP), and low Impact Development (LID)" requirements. Please refer to City of
Carlsbad Standard Urban Stormwater Management Plan (SUSMP), City of Carlsbad Engineering
Standards, Volume 4, Chapter 2, at http:ljwww.carlsbadca.gov, search "engineering
standards".
A San Diego BMP sizing calculator using an integrated approach by Brown and Caldwell is now
available on-line. This integrated approach sizing calculations will satisfy all requirements for
TCBMP, HMP and LID facilities. Go to http://www.projectcleanwater.org and click on the BMP
sizing calculator. The SWMP report must include a full size Drainage Management Area (DMA)
map (see attached sample).
2. Please revise hydrology report to include post development hydrology calculations using
drainage sub-basins that agree with the drainage management areas used in the preliminary
SWMP report.
ISSUES OF CONCERN
Planning:
1. ·pursuant to the City's lnclusionary Housing Ordinance, Chapter 21.85.030 of the Carlsbad
Municipal Code (CMC), 15% of the total units approved shall be constructed and restricted both
as to occupancy and affordability to lower-income households. Accordingly, for this project
which includes 7 market rate du's, one inclusionary du is required. However, pursuant to
Chapter 21.85.070, alternatives to the construction of inclusionary units may be approved at the
sole discretion of the City Council. Please submit any correspondence you may have had
between yourself and the Housing & Neighborhood Services Department regarding this matter
and how you propose to fulfill the project's inclusionary housing requirements.
2. The total number of visitor parking spaces required for the project is three. A rate of .30 parking
spaces per unit is required for projects with 10 units or fewer. Calculations resulting in a
fractional parking space must be rounded up to the nearest whole number. Please provide a
third visitor parking space. The third required visitor parking space may be located on-street as
permitted per Section 21.45.060(C. 7) of the CMC.
I""'
CT 11-02/PUD 11-05-LA C~A VISTA
June 14, 2011
Page 4
2. The 6" storm drain system shown along the western and southern boundary of the site appears
to collect run-off from roof drains and from patios of units 1 to 4. The storm drain system
connects to a bio-clean baffle box. It is our understanding baffle box is good for pre-treatment
only, to remove trash and debris and sediments. Please provide evidence that this baffle box
has the required efficiency to treat all other pollutants of concerns generated by this project
identified in the SWMP report (oxygen demanding substances, bacteria and viruses, nutrients,
oil and grease, pesticides, etc.), or provide additional treatment BMP facility.
Consider replacing the above proposed 6" storm drain system with small scale LID facilities such
as a vegetated swale, a linear bioretentions system, flow-through planters or combinations of
the said facilities. Treated run-off can be discharged directly into the street gutter avoiding the
need to construct storm drain system within the public right-of-way.
3. Clarify and indicate on the preliminary grading plan the type of finish surface at the patio area
along the western boundary. The BMP map shows this area as landscaped while the landscaped
plans shows this area as concrete patios. Please correct inconsistencies.
4. The hydrology report does not include a post construction drainage map. It is not clear which
portions of the roof area drains into the proposed eco-stone paver or into the perimeter area
drains. Please include a drainage map that clearly delineate drainage basins and sub basins
consistent with the Drainage Management Area (DMA) map required in the SWMP report.
5. Obtain an update soils letter from the soils engineer that addresses the suitability of the
proposed eco-stone pavers as infiltration BMP. The letter must include design
recommendations for the said facility to ensure stable load bearing surface for intended load
including a 75,000 lbs fire truck.
6. Show proposed sewer and water easement along the private drive.
7. The site plan must indicate proposed ADT (traffic), EDUs (sewer) and GPM (potable water) for
this project.
8. Show proposed earthwork quantities (cut, fill, import, export) for the proposed project in cubic
yards.
9. Revise the private drive to include a 5-foot clearance to allow cars from units 4 and 7 car garages
to back-up.
10. Meet with the Fire Department to identify the necessary fire protection measures required for
this project (access, fire hydrants, sprinkler systems, etc.). All proposed fire hydrants must be
served by public water mains.
11. Please provide inside and outside turning limits for fire trucks using the 40-ft bus design per
Figure 404.5F of the California Highway Design Manual, or other acceptable circulation to the
satisfaction of the Fire Department.
12. This review does not constitute a complete review of the proposed project and additional items
of concern may be identified upon formal project application submittal.
13. Please comply with all other comments in the redlined check prints, preliminary SWMP,
hydrology report, and storm water standard questionnaire.
c
CT 11-02/PUD 11-05-LA COSTA VISTA
June 14, 2011
Page 5
14. Please submit the following documents in the next review submittal:
a) Revised grading plan
b) Revised SWMP and hydrology report
c) Revised Storm Water Standards Questionnaire
d) 1st review redlined plans and reports
Landscaping:
1. Generally identify all existing woody plant material to be removed or retained. Trees over 12" in
caliper diameter shall be identified on the' plan individually as to caliper size and type and
labeled to be retained or removed.
2. Per the Landscape Manual, landscaping consisting of ground cover, shrubs, and trees shall be
used to screen elements of unsightliness; screen/soften new improvements; and accentuate
and enhance architecture. Additional landscaping is needed on the north side of building 2 to
include taller vertical plantings; west side of building 2; and the north, east and west sides of
building 1. Please provide additional landscaping to include trees to soften and enhance these
building elevations.
3. Per the Landscape Manual, SO% of the shrubs (except on slopes 3:1 or steeper) shall be a
minimum 5 gallon size. Please address.
4. The existing street sidewalk is curb adjacent. Please revise plans to reflect existing conditions.
5. As required by the State of California, the City of Carlsbad has adopted a water efficient
ordinance. All requirements of this ordinance are to be met. In addition to the calculations,
include a statement on the plans signed under penalty of perjury by the person who prepared
the plan that provides:
"I am familiar with the requirements for landscape and irrigation plans contained in the City of
Carlsbad's Water Efficient Landscape Regulations. I understand that construction drawings are
to be prepared in compliance with those regulations and the Landscape Manual. I certify that
the plans will be prepared implementing those regulations to provide efficient use of water."
Please insure that all requirements of the water use ordinance are met. The ordinance may be
found at the following web site:
http://library.municode.com/index.aspx?clientld=16245&stateld=S&stateName=California
under Title 18.
6. Please revise the Eto to 47.0 or provide documentation that supports the use of 42.9 for city
review.
7. Water use plans have been forwarded to CMWD for review and comment on water use. Any
comments will be forwarded to the applicant.
CT 11-02/PUD 11-05-LA C0'5'TA VISTA
June 14, 2011
Page 6
8. RETURN REDLINES and provide Z copies of all revised plans (concept and water conservation)
for the next submittal.
Fire and Police:
See attached comments.
Building:
A complete building code plan review will be done when construction plans are submitted to the
building department.