HomeMy WebLinkAboutBRES2022-1086DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Permit Number:
Property Address:
APN:
Legal Description
Property Zoning:
Valuation:
Building Residential
BRES2022-1086
57600 CORAL MOUNTAIN CT
762440035
Lot 3 MB 340/36 TR 29963
RL, 3
$731,576.70
Declaration / Acknowledgement
BUILDING PERMIT
athita
CALIFORNIA
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 12/29/2022
ISSUED DATE: 06/28/2023
Owner: Kevin Murray
11035 Technology Place, #100, San Diego, CA
92127
Applicant:
Contractor:
Michael Kiner
70177 Highway 111, Suite 200, Rancho Mirage, CA
92270
Drew Hudson / 818121
40905 Amador Drive, Indio, CA 92203
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors' State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 7031.5,
Business and Professions Code: Any city or county that requires a permit
to construct, alter, improve, demolish, or repair any structure, prior to its
issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the
Contractors' State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] Any violation of Section 7031.5 by any applicant for a permit
subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an owner of
property who, through employees' or personal effort, builds or improves
the property, provided that the improvements are not intended or offered
for sale. If, however, the building or improvement is sold within one year of
completion, the Owner -Builder will have the burden of proving that it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors' State License Law.
As an Owner -Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner -builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
WORKERS' COMPENSATION DECLARATION (1, 2 or 3)
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION
TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION
3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
1) Has and will maintain a certificate of consent to self -insure for workers'
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which
this permit is issued.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers' compensation laws of California, and agree that, if should
become subject to the workers' compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being performed under or
pursuant to any permit issued as a result of this application, the owner, and
the applicant, each agrees to, and shall defend, indemnify and hold harmless
the City of La Quinta, its officers, agents, and employees for any act or
omission related to the work being performed under or following issuance of
this permit.
2) Any permit issued as a result of this application becomes null and void if
work is not commenced within 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. Agree to comply with all city and county ordinances and
state laws relating to building construction, and hereby authorize
representatives of this city to enter upon the above -mentioned property for
inspection purposes.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 4/3/26 10:33 am Page 1 of 7
BUILDING PERMIT
Permit Type:
Permit Number:
Property Address:
Building Residential
BRES2022-1086
57600 CORAL MOUNTAIN CT
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
Printed: 4/3/26 10:33 am
Page 2 of 7
BUILDING PERMIT
Permit Type: Building Residential
Permit Number: BRES2022-1086
Property Address: 57600 CORAL MOUNTAIN CT
Use of Permit
MURRAY / 8,200SF DWELLING/VB/RES-3/CLASS A-FR/13D *** NEW (8,200SF) 2-STORY SINGLE FAMILY DWELLING [VB/RES-3/CLASS
A-FR/13D] THIS PERMIT DOES NOT INCLUDE PV SYSTEM, POOL, SPA, BLOCK WALLS, DRIVEWAY APPROACH OR SIMILAR EXTERIC
STRUCTURES. 2019 CALIFORNIA BUILDING CODES.
REVISION #1 - ADD (2) FIREPLACES, ADD SUNKEN BATH, TRELLIS CHANGES, ADD MECHANICAL CHASE + REVIEW OF DEFERRED
TRUSS DESIGNS.
REV. 2 - INSTALL A TOTAL OF [3] ADDITIONAL SUBPANELS IN GARAGE UTILITY CLOSET, IN EXTERIOR UTILITY CLOSET WITH MAIN
SERVICE PANEL AND AT EXTERIOR WEST FACING WALL OF GUEST HOUSE. 2022 CALIFORNIA BUILDING CODES.
Construction Details
Residential Work Type Dwelling - Single Family
Detached
Patio Square Footage 2495
Conditioned Square 8200 Garage Square 1117
Footage Footage
Fire Sprinkler Square 8200 Construction Type V-B
Footage
Code Edition 2019 Number of Floors 2 Number of Bedrooms 3
Number of Units 1 Building/Unit R-3: 1 & 2 Family Grading Required? Yes, New Dwelling
Occupancy Dwellings
Classification(s)
Dwelling Units per 0.465 Number of Flag or 0 New Electrical Square 13279
Acre (CVMSHCP) Light Pole(s)? Footage
Number of Forced Air 7 Number of Wall/Floor 1 Number of Air 7
Furnace(s) Heater(s) Handling Unit(s)
Number of Ventilation 10 Number of Exhaust 1 Number of Plumbing 48
Fan(s) Hood(s) Fixtures/Traps
Number of Roof Drains 1 Number of Water 1 Water System Install Yes
Heater(s) or Alteration?
Sewer Connection? Yes Zoning RL
Number of Gas
Outlet(s)
General Plan
Lot Number
Legal Description
1
LDR City Limits
3 Centerlines
Lot 3 MB 340/36 TR 29963
Within La Quinta Limits
17585
Subdivision Name TR 29963
Lot Size 12417
Valuation Details
Type Group Sq Ft Value
Printed: 4/3/26 10:33 am
Page 3 of 7
BUILDING PERMIT
Permit Type:
Permit Number:
Property Address:
Building Residential
BRES2022-1086
57600 CORAL MOUNTAIN CT
Financial Information
Invoice No.
INV-00006046
Fee
Partial Inspection Fee
Total for Invoice INV-00006046
INV-00007245 Partial Inspection Fee
Total for Invoice INV-00007245
INV-00007861 Building Staff Time
Credit Card Convenience Fee
Total for Invoice INV-00007861
INV-00009569 Partial Inspection Fee
Total for Invoice INV-00009569
INV-00010273 Re -Inspection Fee
Total for Invoice INV-00010273
INV-00016052 Building Staff Time
Total for Invoice INV-00016052
PERMIT-BRES2022-108 DIF - COMMUNITY CULTURAL
6 WATER HEATER/VENT
TECHNOLOGY ENHANCEMENT FEE
RESIDENTIAL - CUSTOM HOME >7KSF
ROOF DRAIN
RESIDENTIAL - CUSTOM HOME >7KSF PC
FIRE NEW RESIDENITIAL PC
WATER SYSTEM INST/ALT/REP
GAS SYSTEM, 1-4 OUTLETS
WATER SYSTEM INST/ALT/REP PC
EXHAUST HOOD
DIF - FIRE PROTECTION
FIXTURE/TRAP PC
MULTI -SPECIES RESIDENTIAL 0-8 UNITS - 2022 UPDATE
BSAS SB1473 FEE
AIR HANDLER
WALL HEATER PC
DIF - MAINTENANCE FACILITIES
RESIDENTIAL, EA ADDITIONAL 1,000SF
SMI - RESIDENTIAL
WALL HEATER
FIRE NEW RESIDENTIAL
ART IN PUBLIC PLACES - RESIDENTIAL
GAS SYSTEM, 1-4 OUTLETS PC
TUMF 2023 - SINGLE FAMILY DWELLING
FIXTURE/TRAP
RECORDS MANAGEMENT FEE - MAJOR
NEW CONSTRUCTION PERMIT 2022
ROOF DRAIN PC
VENT FAN
RESIDENTIAL, FIRST 1,000SF PC
FURNACE PC
RESIDENTIAL, FIRST 1,000SF
BUILDING SEWER
Fee Amount Amount Paid
$87.53 $87.53
$87.53 $87.53
$87.53 $87.53
$87.53 $87.53
$350.00 $350.00
$8.75 $8.75
$358.75 $358.75
$87.53 $87.53
$87.53 $87.53
$87.53 $87.53
$87.53 $87.53
$131.25 $131.25
$131.25 $131.25
$956.00 $956.00
$14.59 $14.59
$8.00 $8.00
$43.77 $43.77
$14.59 $14.59
$218.84 $218.84
$87.00 $87.00
$14.59 $14.59
$14.59 $14.59
$14.59 $14.59
$14.59 $14.59
$369.00 $369.00
$700.32 $700.32
$1,515.00 $1,515.00
$30.00 $30.00
$306.39 $306.39
$14.59 $14.59
$313.00 $313.00
$193.44 $193.44
$95.11 $95.11
$29.18 $29.18
$87.00 $87.00
$1,328.94 $1,328.94
$29.18 $29.18
$2,550.00 $2,550.00
$700.32 $700.32
$22.00 $22.00
$4,582.35 $4,582.35
$14.59 $14.59
$145.90 $145.90
$57.77 $57.77
$204.26 $204.26
$175.07 $175.07
$29.18 $29.18
Printed: 4/3/26 10:33 am Page 4 of 7
BUILDING PERMIT
Permit Type:
Permit Number:
Property Address:
Building Residential
BRES2022-1086
57600 CORAL MOUNTAIN CT
VENT FAN PC
DIF - LIBRARY
DIF - TRANSPORTATION
NEW CONSTRUCTION - SINGLE FAMILY RESIDENTIAL
AIR HANDLER PC
BUILDING SEWER PC
FURNACE
EXHAUST HOOD PC
WATER HEATER/VENT PC
NEW CONSTRUCTION PLAN CHECK 2022
RESIDENTIAL, EA ADDITIONAL 1,000SF PC
DIF - CIVIC CENTER
DIF - PARK IMPROVEMENTS
Total for Invoice PERMIT-BRES2022-1086
$58.40
$397.00
$4,009.00
$161.00
$102.13
$20.42
$306.39
$5.84
$8.75
$2,871.28
$79.69
$1,230.00
$2,106.00
$58.40
$397.00
$4,009.00
$161.00
$102.13
$20.42
$306.39
$5.84
$8.75
$2,871.28
$79.69
$1,230.00
$2,106.00
$26,249.64 $26,249.64
Grand Total for Permit
$27,089.76
$27,089.76
Workflow / Inspections
Workflow Step / Action Name
Plan Check v.1
Action Type
Start Date End Date
Deferred Submittals v.1
Receive Submittal
08/30/2023 10:11
04/24/2024 9:17
Linked Solar Permit v.1
Create Sub Permit
Linked Fire Sprinkler Permit v.1
Create Sub Permit 04/24/2024 9:17 04/18/2025 12:33
Rov+siens-vim
08/30/2023 0:00
Revision Submittal v.1
Receive Submittal 08/30/2023 0:00 12/15/2023 15:22
Building Revision Review v.1
Receive Submittal 12/15/2023 0:00 01/08/2024 15:42
Building Revision Review v.1
Receive Submittal 07/07/2025 0:00 07/14/2025 14:19
Building Revision Review v.2
Receive Submittal 05/16/2024 0:00 06/05/2024 11:18
Building Revision Review v.3
Receive Submittal 06/25/2024 0:00 07/10/2024 15:16
Inspections v.1
12/29/2022 0:00
TEMPORARY POWER v.1 Inspection
Inspections - Do Not Pour Concrete Until Approved v.1 08/21/2023 14:50
Setbacks v.1 Inspection
Underground Plumbing v.1
Inspection 09/28/2023 16:14 09/29/2023 10:46
Underground Mechanical v.1
Inspection 08/21/2023 14:50 08/21/2023 14:50
Underground Gas v.1
Inspection 08/22/2024 0:00 08/22/2024 10:06
Underground Gas v.1 Inspection
Underground Gas v.2
Inspection 06/30/2025 14:07 06/30/2025 14:10
Water Line v.1 Inspection
Template Footing v.1
Inspection 11/21/2023 0:00 11/21/2023 14:44
Template Footing v.1
Inspection 11/21/2023 0:00 11/21/2023 14:48
Template Footing v.2
Inspection 11/21/2023 0:00
Drypack v.1
Inspection 12/08/2023 0:00 12/11/2023 10:49
Footing v.1
Inspection 12/11/2023 0:00 12/14/2023 16:12
Footing v.2
Inspection 12/14/2023 0:00 12/18/2023 10:08
Printed: 4/3/26 10:33 am
Page 5 of 7
BUILDING PERMIT
Permit Type:
Permit Number:
Property Address:
Building Residential
BRES2022-1086
57600 CORAL MOUNTAIN CT
Footing v.3
Inspection 12/19/2023 0:00 12/20/2023 14:45
Slab v.1
Inspection 12/20/2023 0:00 12/20/2023 14:45
Inspections - Cover No Work Until Approved v.1 03/29/2024 0:00
Roof Nail v.1
Inspection 04/01/2024 0:00 04/02/2024 15:02
Roof Nail v.2
Inspection 04/18/2024 0:00 04/19/2024 10:58
Roof Nail v.3
Inspection 06/10/2024 0:00 06/12/2024 11:26
Roof Nail v.4
Inspection 07/01/2024 0:00 07/02/2024 10:43
Okay to Wrap v.1
Inspection 08/15/2024 0:00 08/19/2024 9:59
Okay to Wrap v.2
Inspection 09/11/2024 0:00 09/16/2024 9:59
Framing v.1
Inspection 03/29/2024 0:00 04/01/2024 10:34
Framing v.2
Inspection 09/25/2024 0:00 09/26/2024 16:59
Framing v.3
Inspection 09/30/2024 0:00 10/01/2024 10:53
Framing v.4
Inspection 10/07/2024 0:00 10/09/2024 15:17
Framing v.5
Inspection 10/01/2025 10:14 10/01/2025 14:19
Rough Electrical v.1
Inspection 09/25/2024 0:00 09/26/2024 16:56
Rough Electrical v.2
Inspection 10/01/2024 0:00 10/01/2024 10:53
Rough Electrical v.3
Inspection 10/07/2024 0:00 10/09/2024 15:19
Rough Electrical v.4
Inspection 10/01/2025 10:14 10/01/2025 14:15
Rough Mechanical v.1
Inspection 09/25/2024 0:00 09/26/2024 16:50
Rough Mechanical v.2
Inspection 10/01/2024 0:00 10/01/2024 10:54
Rough Mechanical v.3
Inspection 10/07/2024 0:00 10/09/2024 14:24
Rough Plumbing v.1
Inspection 09/25/2024 0:00 09/26/2024 16:55
Rough Plumbing v.2
Inspection 10/01/2024 0:00 10/01/2024 10:54
Rough Plumbing v.3
Inspection 10/07/2024 0:00 10/09/2024 14:25
Rough Fire Clearance v.1
Generic Action 08/20/2024 17:56
Shower Pan v.1
Inspection 12/04/2024 0:00 12/05/2024 9:30
Shower Pan v.2
Inspection 12/05/2024 0:00 12/06/2024 9:51
Insulation v.1
Inspection 10/10/2024 0:00 10/14/2024 15:32
Drywall Nail v.1
Inspection 11/04/2024 0:00 11/05/2024 10:17
Drywall Nail v.2
Inspection 04/25/2025 15:51 04/25/2025 15:53
Exterior Lath v.1
Inspection 10/28/2024 0:00 10/29/2024 9:34
Exterior Lath v.2
Inspection 11/04/2024 0:00 11/05/2024 10:12
Exterior Lath v.3
Inspection 04/25/2025 15:51 04/25/2025 15:58
Gas Test v.1
Inspection 09/11/2024 0:00 09/16/2024 9:59
Sewer Connection v.1
Inspection 08/30/2024 0:00 09/03/2024 14:03
Sewer Connection v.2
Inspection 09/03/2024 0:00
Inspections - Masonry v.1
Inspections - Electrical for Meter Release v.1 04/24/2025 0:00
Temporary Power v.1 Inspection
Temp Use of Permanent Power v.1
Inspection 04/24/2025 0:00 04/25/2025 15:52
Inspections - Final v.1 04/16/2025 11:34 10/01/2025 14:19
Final Fire v.1
Inspection 04/16/2025 11:34 04/18/2025 12:33
Final Building v.1
Inspection 06/25/2025 0:00 06/30/2025 14:15
Final Building v.2
Inspection 10/01/2025 10:15 10/01/2025 14:19
Printed: 4/3/26 10:33 am
Page 6 of 7
BUILDING PERMIT
Permit Type: Building Residential
Permit Number: BRES2022-1086
Property Address: 57600 CORAL MOUNTAIN CT
Certificate of Occupancy v.1 10/01/2025 14:21 10/01/2025 14:22
Certificate of Occupancy v.1
Create Report 10/01/2025 14:21 10/01/2025 14:22
Inspections - Public Works v.1 10/22/2025 16:22 10/24/2025 12:05
Final Public Works v.1
Inspection 10/22/2025 16:22 10/23/2025 14:55
Final Public Works v.2
Inspections - Final v.1
Inspection 10/23/2025 0:00 10/24/2025 12:05
Final Building v.1 Inspection
Inspections
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
Certificate of Occupancy
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
Service Utilities
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Printed: 4/3/26 10:33 am
Page 7 of 7
CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET
PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT
Form updated & effective 9/25/2009
Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT
submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed
below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant.
Date: 4 / 17 / 23 Developer: Michael Kiner Associates
Tract No.: 28119 Tract Name: Lot No.(s):3
Address(s): 57600 Coral Mountain Ct.
Phone Number: (760 ) 340-3360
The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the
Building & Safety Department:
❖ CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW
❖ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW
❖ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW
❖ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW
1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum
allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date).
If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation
Certificate can be provided.
2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils
Engineer. Recently rough graded residential developments which have a previously approved geotechnical
certification are exempt from this requirement.
3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots.
4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan &
agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan.
PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans
& are subject to additional requirements. A current PM10 certification number is required.
5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s)
for pad elevation verification. AO flood zone developments will require an approved flood plain development plan.
6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations.
7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW
approved building construction projects require either a WQMP or a completed WQMP exemption form.
Approved maps/plans may be viewed at the following link: http://www.la-quinta.org/PlanCheck/m search.aspx
I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently
complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings,
the above project may be released for building permit issuance.
This section completed by City staff.
Recommended by: Date: / /
Public Works Distribution: ( ) Green Sheet to Building & Safety
( ) Green Sheet to Planning Department
Declined for approval for reason(s) as follow(s), please correct and resubmit:
T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc
City of La Quinta - PM10 Fugitive Dust Control Project Information
Construction Phase PM10 Agreement (<1 acre/lot or Infill Project
Project Information
Project Contractor: Drew Hudson
Project Phase
(check one)
Project Name: New SFR Coral Mtn Ct.
Project Tract/Lot Numbers: 28119 Lot 3
11 Construction
Project Street Address: 57600 Coral Mountain Ct
Demolition
Total Acres in Active
Construction (<1 acre per
Lot): 2.15
Anticipated Start Date: 4 / 17 / 23 Anticipated Completion Date: 4 / 17 / 23
PM10 Contact
Information
Please note: Dust control is required 24 hours a day, 7 days a week, regardless of
construction status. Person listed below is responsible for dust control during business and
non -business hours.
Name:
Noble Mandeville
Title:
General Manager
Company Name:
Gen3 Earthworks
Mailing Address:
54960 Avenida Diaz
City, State, ZIP Code:
La Quinta CA 92253
Primary Phone #:
7605780686
Fax #:
N/A
24 Hour Emergency
Phone#:
Cell Phone #:
760-578-0686
Email Address:
gen3earthworks@att.net
PM10 Certificate #:
CV-2011-010147-10167
The above stated property owner (or authorized representative):
❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD
Rules 403, 403.1, 401, 402, 201, 203 and PERP;
❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan.
❖ Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the
period of project performance, regardless of project size or status;
❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall
be in continuous compliance with all requirements of the approved dust control plan;
❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust
control plan are necessary;
❖ Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes;
❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control
plan or any1City/County initiated abatem-nt activities.
Signature of Property Owner or Authorized Representative
4/17/23
Date
T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc
City of La Quinta - PM10 Fugitive Dust Control Plan (<1 acre per Lot or Infill Project)
This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201,
203 and Portable Equipment Registration Program (PERP).
❖ WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily.
Water shall be applied from an adequate sized metered water source to dry soils to prevent:
Visible dust emissions >20% opacity
Visible dust emissions that travel >100 feet from the source (within site)
Visible dust emissions that cross any property line
❖ EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and
obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting
SCAQMD at (909) 396-2183).
❖ CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept
on site. At least one short-term stabilization method must be used during off hours. At least one long-term
stabilization measure must be used within ten (10) days of ceasing activity.
❖ WEATHER MONITORING: Wind predictions shall be monitored.
❖ SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley
Fugitive Dust Control Plan Handbook for Construction Signage Guidelines.
❖ TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate
on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of
15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on
pad.
❖ PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only.
❖ TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works
inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at
the conclusion of each workday.
❖ DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading
requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or
grading permit.
❖ FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be
installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace
PM10 fencing during the construction phase.
❖ EQUIPMENT: Extra hoses and sprinklers shall be maintained on site.
❖ EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be
applied during excavation or grading operations.
❖ DUMP TRUCKS: Open top dump trucks shall be wet down, moist and covered with a tarp prior to leaving site.
❖ INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required.
❖ RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical
suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative).
Property Owner shall notify the City and SCAQMD within 10 days of completion of project.
T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc
Water Quality Management Plan (WQMP) Exemption Form - Whitewater River Region
Documentation of Project Not Requiring a WQMP but Requiring Site Design BMPs and Source Control BMPs
by Entitlement Conditions of Approval or Permit Conditions — WQMP Required for the Listed Change of Land
Uses or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project)
Yes
No
Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or
more, of impervious area where the pre -development natural slope is 25% or greater?
✓
❑
Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or
more, of impervious area where the pre -development natural slope is 10`)/0or greater where erosive
soil conditions are known?
❑
✓
Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet
or more?
❑
Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint,
exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial
Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 7539]?
❑
1/
Entitlement or construction of new retail gasoline outlet(s) disturbing greater than 5,000 square feet?
❑
1
Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater
than 5,000 square feet?
❑
✓
Entitlement or construction of new home subdivision(s) with 10 or more housing units?
❑
Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more
parking spaces, and potentially exposed to Urban Runoff?
✓
Applicant Information
Name and Title
Michael Kiner
Company
Michael Kiner Associates
Phone
760-275-6137
Email
michael@thekinergroup.com
Project Information
Project Name
Type (SFH, Multi -Family, Commercial, Etc.)
New SFR Coral Mtn Ct.
SFH
Location or Street Address
57600 Coral Mountain Ct
Nearest Cross Streets
Ave 58 and Madison St
Municipality/County/Zip Code
La Quinta
Tract Number(s) and/or Assessor Parcel Number(s)
Tract 28119 Lot 3 / APN 762-440-035
Other Location Information
Watershed
Whitewater River
Source Control BMP Information
Size of Project Area (nearest 0.1 acre)
2.1
Project Area managed with Site Design or Low
Impact Development (LID) BMPs (nearest 0.1 acre)
0.68
Is the project subject to onsite retention by City
ordinance or policy?
Yes, added and incorporated into plans.
Name of the Entity that will implement, operate, and
maintain the Source Control BMPs
Owner - Private
Contact Name
Drew Hudson
Street or Mailing Address
40905 Aamdor Drive
City
Indio
Zip Code
92203
Phone
760-275-6137
T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc
Check Item
To be
Performed
Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control
Non -Structural BMP (See Appendix H, Section 4.5.2.1)
✓
Ongoing Irrigation System and Landscape Maintenance
✓
Ongoing Litter Control
✓
Ongoing Drainage System Inspection & Maintenance
Education/Training for Property Owner, Operators, Occupants, or Employees
Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed
Trash Lids, Restriction of Vehicle Washing
✓
Ongoing Street Sweeping at Private Streets and Private Parking Lots
Check Item
To be
Provided
Source Control BMP Requirements — Small Sloped Lots, Small Commercial, <10 Unit
Subdivisions, <5,000 Square Ft. Parking Lots, Etc.
Structural BMP (See Appendix H, Section 4.5.2.2)
Storm Drain Inlet Stenciling and Signage
Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff
Protection of Slopes and Channels to Minimize Erosion
Multi -Family Project Use of Community Car Wash Racks
Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer
Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention
Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment
u
Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls
Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning
Procedures
Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment
Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment
Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment
Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment
CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation,
maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal
description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or
Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on
a Project by Project basis)
BMP Acknowledgement
The applicant shall comply with listed BMPs and applicable
provisions of the City's NPDES stormwater discharge permit,
LQMC Sections 8.70.010 et seq. (Stormwater Management and
Discharge Controls), and 13.24.170 (Clean Air/Clean Water);
Riverside County Ordinance No. 457; the California Regional
Water Quality Control Board — Colorado River Basin Region
Board Order No. R7-2008-0001 and the State Water Resources
Control Board's Order No. 99-08-DWQ.
Signature.
•
Print Name: Michael Kiner
Title: General Manager
Date: 4 / 17 / 23
Phone: (760 ) 340-3360
T:\Checklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 9-25-09.doc
Applicant Certification
I certify that I have read this form in its entirety and
understand the City's submittal and review process and the
requirements for this form. I understand and agree that if
during the processing of the form, it is determined the
information contains errors or omissions, clarification and/or
supplemental information may be required and the
preparation of such information may be considered, in the
Community Development Director's judgment, an
unreasonable delay and will result in a suspension of
processing time limits in accordance with the California Code
of Regulations, Title 14, Section 15109.
Signature:
.
Print Name:
Title: General
Michael Kiner
Manager
Date: 4
Phone: 1 76
/ 11 / 23
- ) 340-3360
Owner Certification
I certify under the penalty of the laws of the State of
California that I am the property owner of the property that
is the subject matter of this application and I am authorizing
and hereby do consent to the filling of this application and
acknowledge that the final approval by the City of La Quinta,
if any, may result in restriction, limitations and construction
obligations being imposed on this real property.
Signature:
Print Name:
Title:
Date: /
/
Phone:)
)
SECTION A - GENERAL
1) The City of La Quinta has elected to use Interwest Consulting for plan review of your project. In addition to the
comments provided by the City of La Quinta within this correction list please see the attached outside consultant
review comments. See Complete Review Comments Attached, for resubmittal please include a separate response
sheet for each set of review comments.
2) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone
number and electronic signature. If the preparer is a licensed architect or engineer, all documents prepared by that
licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536.
Resubmittals will not be accepted with signatures missing.
3) Provide Riverside County Office of the Fire Marshall approval of this project. Contact Kohl Hetrick directly at (760) 777-
7074 with questions regarding the following comment(s):
a) See 15t Review Plan Set Markup Summary, comments provided in Red.
4) Provide written evidence of Public Works Division approval of this Project. Contact the Public Works Division directly at
(760) 777-7125.
SUBMIT EROSION CONTROL PLAN SEPARATELY TO PUBLIC WORKS FOR REVIEW. WDID NUMBER REQUIRED. WILL
REVIEW WHEN SUBMITTED TO PUBLIC WORKS.
olfr SUBMIT PM-10 DUST CONTROL PLAN SEPARATELY TO PUBLIC WORKS FOR REVIEW.
die UPLOAD SOILS REPORT FOR PAD PREPARATION RECOMMENDATIONS REFERENCED ON PGP.
Walls have
been moved
and PUE note
added
ADDED TO PGP
ON PRECISE GRADING PLAN
.dj-APPROVED PAD ELEVATION FOR LOT 3 IS 472.5.
.010
yeBOT ELEVATION FOR BASIN 1 SHOULD BE AT 464.5 PER APPROVED ROUGH GRADING PLAN.
SHOW 10' PUE BEHIND PL ALONG STREET. RELOCATE PROPOSED WALLS AND GATES OUT OF THE PUE AREA.
00)0 SHOW PROPOSED PERIMETER WALLS WITH TF AND TW ELEVATIONS.
FILL IN SOILS REPORT INFO.
CORRECT CONSTRUCTION NOTE #8 - DETAIL ON SHT 3 AND THERE'S NO WQMP REPORT FOR THIS PROJECT.
NOTED
GREEN SHEET
SUBMITTED
SOILS REPORT SUBMITTED AND REFERENCED
ON PAGE 1 OF THE PGP.
REVISED ON PGP
ADDED TO PAGE 1
ADDED TO PGP
REVISED
5) Provide written evidence from Burrtec Waste, approving a waste management plan that diverts not less than 65% of
the construction materials from landfill for the project. Contact the District Environmental Coordinator directly at (760)
674-1026 for free assistance with the preparation of this plan.
SECTION B — MISCELLANEOUS COMMENTS
1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as
necessary and provide written response, noting where correction can be found.
2) Provide contractor information to complete building permit application form.
3) Provide proof of payment of school fees. While not required for resubmittal, this administrative item must be
addressed prior to issuance of building permit.
4) Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be
performed when Plans are complete.
END CITY REVIEW CORRECTION LIST - CORRECTION LIST CONTINUED BY INTERWEST CONSULTING GROUP ATTACHED
As further information is provided and reviewed, additional corrections may be required.
Residential Plan Check Correction List Page 2 of 2
PLEASE READ AND FILL OUT THIS DOCUMENT APPROPRIATELY. EVEN SMALL PROJECTS MUST DO THEIR PART. PM 10 DUST
(POWDERY DUST OF 10 MICRONS OR SMALLER DIAMETER) HAS BEEN IDENTIFIED AS A POTENTIALLY SERIOUS HEALTH THREAT.
THIS FINE DUST CAN LODGE DEEP IN THE LUNGS AND HAS BEEN ASSOCIATED WITH BRONCHITIS AND OTHER RESPIRATORY
ILLNESSES. DESERT DUST CAN BE PARTICULARLY UNHEALTHFUL, BEING ASSOCIATED WITH "DESERT LUNG SYNDROME"AND
LUNG
INFECTIONS CAUSED BY FUNGAL SPORES CARRIED IN DESERT DUST. CHILDREN, VIE ELDERLY, AND PERSONS WITH
RESPIRATORY CONDITIONS. ARE PARTICULARLY SENSITIVE TO FINE DUST. BUT EVERYONE IS ADVERSELY AFFECTED BY THE
RELATIVELY HIGH LEVELS OF PM THAT OCCUR IN THE COACHELLA VALLEY. LARGER SAND PARTICLES CAN BE TURNED INTO
THIS DUST THROUGH THE GRINDING ACTION OF TIRES ON ROADWAYS AND THROUGH REPETITIVE PLOWING AND DISHING
OPERATIONS.'
PROJECT DATA (SEE ATTACHED PLAN ALSO)
DATE: MAY 2023 PROJECT NAME: LOT 3, TRACT 29963 / CORAL MOUNTAIN COURT
STREET ADDRESS / SITE LOCATION: LOT 3, TRACT 29963 / CORAL MOUNTAIN COURT
ADJOINING PROPERTY INFO. (FOR SENSITIVITY, TYP. WINDS BLOW N.W.TO S.E.)
EASTERLY: EXISTING RESIDENCE APN 762-480-001, 762-480-002
SOUTHEASTERLY: EXISST RESIDENCE APN 762-480-003
SOUTHERLY: VACANT LOT
SOUTHWESTERLY: EXIST RESIDENCE - APN 762-440-033
WESTERLY: EXISTING RESIDENCE - APN 762-440-034
NORTHWESTERLY: EXISTING RESIDENCE - APN 762-200-016
NORTHERLY: EXISTING RESIDENCE - APN 762-200-015
NORTHEASTERLY;EXISTING RESIDENCE - APN 762-200-035, 762-210-001
CURRENT LAND USAGE -RESIDENTIAL PROPOSED LAND USAGE -RESIDENTIAL
LAND USE PERMIT NO.: RESIDENTIAL -' IN PROCESS
M/B TRACT 29963 LOT 3.
PARCEL SIZE:93,654, 2.15 ACRES A.P.N. 762-440-035
EARTHWORK QUANTITIES ESTIMATE
TOTAL AREA TO BE DISTURBED 1.705 ACRES 74,263 SQ. FT.
STRIPPING & SUBSIDENCE LOSSES (TYP. 0.3' X AREA/27CF/CY.) 1402 C.Y.
RAW CUT VOLUME : 1862 C.Y.
RAW IMPORT VOLUME: 0 C.Y.
RAW EXPORT VOLUME: 1092 C.Y.
CUT AFTER SHRINKAGE: 1676 C.Y.
IMPORT AFTER SHRINKAGE: 0 C.Y.
COMPACTED FILL VOLUME: 700 C.Y.
COMPACTED EXPORT VOLUME: 983 C.Y.
(SEE HAUL ROUTE DETAIL ON ATTACHED PLAN IF ANY IMPORT OR EXPORT, EXCEPT TRASH.)
PHASING OF GRADING ACTIVITIES
THE AMOUNT OF ACTIVE DISTURBED AREA MUST BE LIMITED TO WHAT CAN BE EFFECTIVELY WATERED 4
TIMES PER DAY BY EITHER SPRINKLERS OR WATER TRUCKS. TYPICAL 2000 GALLON WATER TRUCKS CAN
EFFECTIVELY WATER ABOUT 4 ACRES PER HOUR. THEREFORE AN 8HR. WORKDAY DIVIDED BY A 4
WATE&INGS PER DAY TIMES 4 AC./HR=8 ACRES PER TRUCK. SINCE WATER TRUCKS ARE ALLOWED TO
WORK 7 DAYS A WEEK, 24 HOURS A DAY, IN SOME LOCATIONS, UP TO 24 AC. PER TRUCK MAY BE
ACHIEVED THAT WAY, WITH SPECIAL PERMISSION. LARGER PROJECTS MUST HAVE MORE TRUCKS, MORE
HOURS, MORE SPRINKLES, OR LESS DISTURBED AREA AT ANY ONE TIME. AREAS ALREADY GRADED OR
STOCKPILED MUST BE STABILIZED WITH CHEMICALS, HYDROMULCH, OR VEGETATION, BEFORE ADDITIONAL
AREAS CAN BE STRIPPED FOR GRADING. THE PHASING PATTERN BELLOW SHALL BE SHOWN IN THE
REFERENCE MAP ON THIS SHEET AT UPPER RIGHT. DRIVING ROUTES THROUGH A PROJECT MUST BE
COUNTED IN ALL PHASES WHERE THEY ARE ONLY TREATED WITH WATER. IT IS BETTER TO TREAT THEM
WITH AND APPROVED "OIL" ( LIKE ENVIROKLEEN) OR SIMILAR NON -CRUSTING DUST PALLIATIVE, TO SAVE WATER.
PHASE "A" ROUGH GRADING (SITE PREPARATION / MOBILIZATION)
SUB -PHASE APPROX. DATE DISTURBED AC. SPRINKLER AC. WATER TRUCK AC. # OF TRUCKS
Al MAY 1, 2023 TO JUNE 30 2023, DISTURBED AREA 1.7 AC., SPRINKLER 1.7 AC., WATER SOURCE (EX. WM)
A2
A3
PHASE "B" ROUGH GRADING (MASS GRADING OF STREETS, PADS RET. BASINS, PERIMETER WALL)
SUB -PHASE APPROX. DATE DISTURBED AC. SPRINKLER AC. WATER TRUCK AC. # OF TRUCKS
B1 MAY. 1, 2023 TO JUNE 30 2023, DISTURBED AREA 1.7 AC., SPRINKLER 1.7 AC., WATER SOURCE (EX. WM)
B2
B3
PHASE "C" FINISH GRADING (MAJOR UTILITY AND STREET CONSTRUCTION)
SOB -PHASE APPROX. DATE DISTURBED AC. SPRINKLER AC. WATER TRUCK AC. # OF TRUCKS
C1 SEPT 30, 2023 TO OCT 30 1 2023, DISTURBED AREA 0.3 AC, SPRINKLER 0.3 AC., WATER SOURCE (EX. WM)
C2
C3
PHASE "D" FINISH GRADING (BUILDING UTILITIES, BUILDING CONSTRUCTION, LANDSCAPING)
SUB -PHASE APPROX. DATE DISTURBED AC. SPRINKLER AC. WATER TRUCK AC. # OF TRUCKS
D1 NOV. 1, 2023 TO NOV 15 2023, DISTURBED AREA 0.2 , SPRINKLER 0.2 AC., WATER SOURCE (EX. WM)
D2
D3
FUGITIVE PM10 DUST CONTROL MEASURES
HERE IS THE SUMMARIZED MATRIX OF REQUIRED DUST MITIGATION MEASURES IDENTIFIED BY PHASE:
ABCD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
x
x
x
x
x
PRE -GRADING SITE WATERING (IRRIGATION SYSTEM FOR MIN. 72 HRS.)
SIGNS POSTED ON SITE WITH 24 HR. PHONE NUMBER(S) FOR DUST CONTROLLER
SAND FENCING (ON ALL SIDES OF PROJECT LACKING EXISTING MASONRY WALLS)
SITE WATERING 7 DAY A WEEK (IRRIGATION SYSTEM, MIN. 4 TIMES PER 24 HRS.
OR BY WATERING TRUCKS, MIN. 4 TIMES PER 24 HRS., 1 TRUCK / 8 ACRES
PERIMETER SPRINKLER SYSTEM (SIDES, CONTINUOUS NIGHT WATERING WHEN WINDY)
GRAVEL (MIN. 1.5" DIAM. X 4" DEEP AT OFF-STREET STORAGE AND PARKING AREAS)
WHEEL CLEANING AT TRUCKS EXITS "RUMBLE STRIPS", DRIVE -THROUGH PONDS,
GRAVEL AREAS, ETC. DETAIL EXITS,
METHOD REFERENCE MAP AT AT RIGHT
INACTIVE AREA SOIL STABILIZERS (POLYMER, HYDROMULCH, APPROVED OIL, OR PLANTS)
ACTIVE AREA SOIL STABILIZERS (ENVIROKLEEN "OIL", OR SIMILAR WETTING AGENTS)
STOP ALL VEHICLE ACTIVITY EXCEPT WATER TRUCKS WHEN WIND > 25 MPH
STREET SWEEPING WHENEVER NEEDED
PERMANENT VEGETATION /LANDSCAPING
BLOCK WALLS
ROAD PAVING
NOTE: THESE CONTROL METHODS ARE DISCUSSED IN DETAIL IN THE "DUST CONTROL PLAN REVIEW
GUIDANCE FOR LOCAL GOVERNMENT" FROM THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT.
AVAILABLE FROM THE CITY OF LA QUINTA OR THE S.C.A.Q.M.D.
PROJECT RECORD KEEPING/REPORT: RECORD ALL ACTIVITIES, CONTRACTS AND MATERIALS PURCHASES
ASSOCIATED WITH BLOWSAND/FUGITIVE DUST PROGRAM. WEEKLY REPORTS SHOULD BE SUBMITTED TO THE
PUBLIC WORKS DEPARTMENT FOR REVIEW. THIS "FEEDBACK" WILL EVENTUALLY HELP THE CITY TO
DETERMINE WHAT METHODS 'OF DUST CONTROL ARE MOST EFFECTIVE IN BOTH SHORT TERM AND LONG TERM SITUATIONS.
SEE THE REPORT FORM THAT'S AVAILABLE FROM THE CITY OR IN THE AFORESAID DOCUMENT.
FUGITIVE PMIo DUST CONTROL PROGRAM DETAILS
EACH MITIGATION MEASURE OR CONTROL PROGRAM SHALL BE DESCRIBED IN DETAIL BELOW AND ON
ADDITIONAL SHEETS AS NECESSARY, PLEASE USE THE REQUIRED DUST CONTROL PLAN EXHIBIT (AT RIGHT
OR ATTACHED) TO INDICATE THE LOCATION OF-ONSITE WATER AVAILABILITY, STAGING AREAS TEMPORARY
IRRIGATION LINES, TRUCK/WHEEL WASHERS, TEMPORARY SAND AND FENCING, CONSTRUCTION PHASING WORKER'S PARKING
AREA'S, GRAVELED ENTRANCE/EXIT, AND OTHER THINGS AS NEEDED.
PHASE "A": ROUGH GRADING (SITE PREP. & MOBILIZATION)
GENERAL REQUIREMENTS
1. WRITTEN AND NOTARIZED PERMISSION LETTERS SHALL BE SUBMITTED TO THE PUBLIC WORKS
DEPARTMENT FROM ANY ADJACENT LAND OWNER WHOSE PROPERTY WILL BE USED IN ANY MANNER
FOR CONSTRUCTION, STAGING, ACCESS, ETC., PRIOR TO ANY SUCH USAGE. THE OWNER AND AUTHORIZED
DUST CONTROLLER FOR THIS PROJECT WILL BE RESPONSIBLE . A DUST CONTROLLER SECURITY OF $2,000 PER ACRE, OR
AS OTHERWISE APPROVED BY THE CITY ENGINEER, SHALL BE POSTED FOR ALL AREAS TO BE DISTURBED BY THE PROJECT,
BOTH ON -SITE AND OFF -SITE. DISTURBANCE OF SITE AREAS NOT INCLUDED IN THIS AGREEMENT SHALL BE REASON FOR
THE CITY ASSESS ADDITIONAL CHARGES, AND POSSIBLY STOP ALL WORK AT THE SITE UNTIL THE EXTENT OF THE
DISTURBED IS MEASURED. THEREFORE,
IF IT IS SUSPECTED THAT OFF -SITE AREAS MAY BE DISTURBED DURING THE WORK, SHOW THEM ON THIS PLAN AND MAKE
THE APPROPRIATE ARRANGEMENTS IN ADVANCE.
2. SAND FENCING, OF EITHER THE WOOD AND WIRE OR PLASTIC TYPE, SHALL BE INSTALLED AROUND THE PERIMETER OF
PROJECT ON ALL SIDES THAT DO NOT HAVE EXISTING MASONRY WALLS OR SIMILAR SOLID FENCING OR HEDGED. THIS
SERVICES THE MULTIPLE PURPOSES OF: CATCHING SOME WINDBLOWN DUST; REDUCING WIND SPEEDS ON THE PROJECT
PERIMETER, AND RESTRICTING VEHICULAR ACCESS POINTS INTO THE PROJECT. THIS RESTRICTED PERIMETER, AND
RESTRICTING VEHICULAR ACCESS POINTS INTO THE PROJECT. THIS RESTRICTED ACCESS HELPS REDUCE DAMAGE TO ANY
"CRUST" OF STABILIZED SOIL ON THE PROJECT, AND ALLOWS PLACING OF THE EXIT WHERE "TRACK OUT" CAN BE
STOPPED PER # 5 BELOW.
3. PRE -WATERING SHALL COMMENCE AT LEAST THREE (3) DAYS PRIOR TO ACTUAL GRADING USING A TEMPORARY ON -SITE IRRIGATION
SYSTEM. CONNECTION TO A NY EXISTING WATER SYSTEM SHALL BE DONE IN COMPLIANCE WITH C.V.W.D. TEMPORARY WATER LINES
SHALL BE INSTALLED WITH A MINIMAL DISTURBANCE OF A NY OFF -SITE AREAS THEY PASS THROUGH. WHEN THE GRADING BEGINS,
A SPRINKLER SYSTEM SHALL BE PLACED A ROUND THE PERIMETER OF THE PROJECT, WITH FREQUENT WATERING, ESPECIALLY IN
THE TYPICAL L Y WINDY EVENINGS. PLACING THE PERIMETER SPRINKLERS ON THE SANO FENCE KEEPS THEM SAFE A NO EFFECTIVE.
WATERING FOR AREAS NOT COVERED BY THE SPRINKLERS SHALL BE PROVIDED BY WATER TRUCKS. (ONE TRUCK PER 8 ACRES FOR
8 HR. WORKDAYS. SEE ABOVE.)
4. ACTIVITY AREAS SUCH AS: EQUIPMENT STORAGE AREA, MATERIALS STORAGE AREA, TEMPORARY OFFICE TRAILERS, AND EMPLOYEE
PARKING, SHOULD BE LOCATED IF POSSIBLE ON EXISTING PAVED SURFACES, IF TRAFFIC WOULD NOT BE AFFECTED. IN LIEU OF
EXISTING PAVING, A SOIL STABILIZER THAT DOES NOT REQUIRE CONSTANT WATERING, SUCH AS A WASHED GRAVEL, OR
"BIODEGRADABLE OIL". COULD BE USED FOR THE INITIAL STAGING AREA. ANY CHEMICALS USED MUST BE CLEARED WITH THE CITY
AND REGIONAL WATER QUALITY CONTROL BOARD.
PHASE "A": ROUGH GRADING (SITE PREP. & MOBILIZATION) CONTINUED
5. THE TIRES OF VEHICLES BEING USED ON -SITE SHOULD BE INSPECTED AND WASHED IF NECESSARY TO STOP TRACKING OF DIRT
ONTO PUBLIC STREETS. IF EXTENSIVE EXPORT OR IMPORT OF DIRT IS TO BE DONE, A PAVED OR GRAVELED WHEEL WASHING AREA
AT LEAST 12' WIDE BY 100' LONG SHOULD BE PROVIDED AT THE EXIT, TO FACILITATE THE INSPECTION A NO CLEANING OF TIRES.
"RUMBLE STRIPS' MADE FROM LUMBER, RAILROAD TRACK, OR SIMILAR MATERIALS CAN HELP REDUCE THE MUD GETTING ONTO THE
CLEANING AREA. STREET SWEEPING A NO WASHING IS STILL TYPICALLY REQUIRED, BUT MAY BE REDUCED BY PROPER USE OF A
"WHEEL WASHING AREA" LIKE THIS. THEY ARE REQUIRED ON PROJECTS OVER 5 ACRES OR WITH OVER 5,000 CUBIC YARDS OF
IMPORT OR EXPORT.
6. A STANDARD SIGN WITH THE FOLLOWING INFORMATION MUST BE POSTED ON THE SITE, AT LEAST ONE SIGN PER FRONTING STREET.
THE SIGN MUST INCLUDE: THE GRADING PERMIT NUMBER, THE PROJECT NAME, MAP NUMBER IF APPROPRIATE, THE AUTHORIZED
DUST CONTROLLER PHONE (S.C.A.Q.M.D) PHONE NUMBER. THE SIGN MUST BE OBTAINED AND INSTALLED BY THE DEVELOPER USING
THE SAMPLE FORMAT. THE SIGN MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING AND PHONE NUMBER ACTIVE AND
CURRENT AT ALL TIMES. FAILURE OF THE CONTACT SYSTEM MAY BE CONSIDERED GROUNDS FOR TEMPORARY OR PERMANENT
CANCELLATION OF THE PERMIT.
7. VEHICLES TRAVELING ON DIRT AND/OR ON UNPAVED ROADS SHOULD RESTRICT THEIR SPEED TO 15 M.P.H. MAXIMUM. SIGNS TO
THAT EFFECT SHOULD BE PLACED AT THE PROJECT ENTRANCE ON PROJECTS OVER 5 ACRES TO IMPROVE COMPLIANCE.
8. WHEN WINO SPEEDS EXCEED 25 MPH, BY CONTINUOUS ANEMOMETER READING, OR IN GUSTS AT LEAST TWICE WITHIN A THIRTY
MINUTE PERIOD, MEASURED ON THE SITE, VEHICULAR ACTIVITY ON THE SITE SHALL CEASE, EITHER VOLUNTARILY, OR BY CITY OR
A.Q.M.O. INSPECTOR NOTIFICATION, EXCEPT FOR WATER TRUCKS A ND SPRINKLER -TENDING VEHICLES, IF ANY.
SITE SPECIFIC DETAILS:
(PLEASE DESCRIBE A NY SPECIFIC OR ADDITIONAL CONTROL MEASURE PROPOSED.)
1. PRE -WATERING METHOD (AS SHOWN IN 3. OR AS DETAILED HERE): SPRINKLERS FROM EX. WM WATER AVAILABILITY,
INITIAL STAGE: YES, EX. WM
2. OFF -SITE WORK PERMISSION NEEDED: NONE PROPOSED
3. ACCESS WILL BE CONTROLLED BY: GATE AT VISTS GALOPE.
4. INITIAL STAGING AREA: ON SITE AND ALONG NORTH PROPERTY LINE
EQUIPMENT STORAGE: ALONG NORTH PROPERTY LINE
TEMPORARY OFFICE: TRAILER A LONG NORTH PROPERTY LINE
EMPLOYEE PARKING: ON SITE
5. WHEEL WASHING PROVISIONS: IF NEEDED
6. SPEED RESTRICT/ON SIGN LOCATION: AT ENTRY GATE
7. NUMBER OF POSTED 'DUST CONTROL SIGNS" : 1 (TYP. 1 PER FRONTING ROAD OR 1 PER 660 FEET OF FRONTAGE)
8. LONG-TERM STABILIZATION:
9. OTHER PRELIMINARY WORK:
10. WITHIN 10 DAYS OF CEASING ACTIVITY, ANDPERATOR SHALL IMPLEMENT A T LEAST ONE OF THE FOLLOWING LONG-TERM
STABILIZATION TECHNIQUES FOR ANY DISTURBED SURFACE AREA WHERE CONSTRUCTION ACTIVITIES ARE NOT SCHEDULED
FOR 30 DAYS:
A. RE -VEGETATION THAT RESULTS IN 75% GROUND COVER PROVIDED THAT AN ACTIVE WATERING SYSTEM IS IN -PLACE AT
ALL TIMES; OR
B. ESTABLISHMENT OF A STABILIZED SURFACE THROUGH WATERING WITH PHYSICAL ACCESS RESTRICTIONS SURROUNDING THE
AREA; OR
C. USE OF CHEMICAL STABILIZERS TO ESTABLISH A STABILIZED SURFACE WITH ACCESS RESTRICTION SURROUNDING THE
AREA. ALL STABILIZERS SHALL HAVE MIXED WITH THEM A GREEN COLORANT PER MANUFACTURER'S RECOMMENDATIONS A
NO SATISFACTION OF THE CITY STAFF INSPECTION.
P ASE "3": OUG- GRADI\G (VASS GAD \G, P= RIMETER)
GENERAL REQUIREMENTS
1. HAULING PROCEDURES: SITE BALANCED
2. ALL STRIPPED , GRADED OR OTHERWISE DISTURBED AREAS SHALL BE STABILIZED BY SOME APPROPRIATE MEANS. AREAS
ACTIVELY BEING GRADED CAN USUALLY BE STABILIZED BY APPLYING LOTS OF WATER. DISTURBED AREAS NOT ACTIVELY
BEING WORKED MAY BE EFFECTIVELY TREATED WITH SOME MORE DURABLE SOIL STABILIZER, SUCH A S HYDROMULCH, TO
AVOID CONSTANT WATERING. THE PREFERRED METHOD OF SITE WATERING IS BY SPRINKLER, ESPECIALLY A ROUND THE
PERIMETER. SPRINKLERS MUST BE SET TO RUN ON WEEKENDS AND EVENINGS WHEN WATER TRUCK DRIVERS ARE NOT
AVAILABLE. A TYPICAL WATER TRUCK CANDNLY HANDLE WELL ABOUT 4 ACRES.
3. IF PERIMETER BLOCK WALLS ARE TO BE BUILT THEY SHOULD BE GIVEN A HIGH PRIORITY SINCE THEY WILL HELP TO
CATCH BLOWSAND AND COULD THEREBY REDUCE THE A MOUNT OF STREET SWEEPING REQUIRED.
SITE SPECIFIC DETAILS:
(PLEASE DESCRIBE A NY SPECIFIC OR ADDITIONAL CONTROL MEASURE PROPOSED.)
1. HAULING PROCEDURES: SOURCE MATERIAL IS LOCATED IN THE MANSION CLUB THE MADISON CLUB IN LA QUINTA. HAUL
ROUTE SHOWN ON MAP, RIGHT, SHALL BE MONITORED FOR TRACK OUT AND STREET SWEEPER TRUCKS SHALL CLEAN
ROUTE AT LEAST TWICE PER DAY OR AS NEEDED. WATER TRUCK CLEANUP SHALL BE REQUIRED TO WASH DOWN
REMAINING DIRT, AS NECESSARY. PATH FOR ROSS AVENUE SHALL BE CLEANED DAILY AT END OF WORK. COORDINATION
TO BE MAINTAINED WITH MADISON CLUB GOLF COURSE MAINTENANCE. INTERIOR CLUB STREET SHALL BE SWEPT AND
WASHED DOWN AS NECESSARY, TWICE DAILY MINIMUM.
2. SOIL STABILIZATION METHODS:
ACTIVE AREA WATERING SCHEDULE:
(MIN. 4 TIMES PER 24 HRS.) WATER FROM EX. FH.
WEEKEND WATERING SCHEDULE: ALL WEEKEND
(MIN. 4 TIMES PER 24 HRS.) .
INACTIVE AREA STABILIZATION METHOD(S) AREAS NON -OPERATIVE LONGER THAN 10 DAYS: (ACRYLIC POLYMER W/
GREEN COLORANT, HYDROMULCH, PLANTINGS, BIODEGRADABLE "OIL", OR AS SHOWN HERE)
3. PERIMETER BLOCK WALL SCHEDULE: NO SCHEDULE
4. LONG-TERM STABILIZATION: PLANTING AND MULCH
5. OTHER:
6. WITHIN 10 DAYS OF CEASING ACTIVITY, ANDPERATOR SHALL IMPLEMENT ATLEAST
ONE OF THE FOLLOWING LONG-TERM STABILIZATION TECHNIQUES FOR A NY
DISTURBED SURFACE AREA WHERE CONSTRUCT/ON A CTIVITIES A RE NOT
SCHEDUL ED FOR 30 DAYS:
A: RE -VEGETATION THAT RESULTS IN 75% GROUND COVER PROVIDED THAT AN
ACTIVE WATERING SYSTEM IS IN -PLACE AT ALL TIMES; OR
B: ESTABLISHMENT OF A STABILIZED SURFACE THROUGH WATERING WITH PHYSICAL
ACCESS RESTRICTIONS SURROUNDING THE AREA; OR
C: ACCESS OF CHEMICAL STABILIZERS TO ESTABLISH A STABILIZED SURFACE
WITH ACCESS RESTRICT/ON SURROUNDING THE AREA. ALL STABILIZERS
SHALL HAVE MIXED WITH THEM A GREEN COLORANT PER MANUFACTURER'S
RECOMMENDATIONS A NO SATISFACTION OF THE CITY STAFF INSPECTION.
IHASE "C": FINS GRADI\G (UT L_ITY & STREET CO
GENERAL REQUIREMENTS
1. DIRT STOCKPILED NEXT TO UTILITY TRENCHES SHALL BE KEPT WATERED OR OTHERWISE
STABILIZED OR COVERED TO HELP COUNTERACT THEIR HIGH PROFILE EXPOSURE TO THE WIND.
2. ALL PREVIOUSLY ROUGH GRADED AREAS THAT WILL BE INACTIVE IN THIS PHASE SHOULD
BE TREATED WITH A DURABLE SOIL STABILIZER OR GROUND COVER SYSTEM. IF A
VEGETATED GROUND COVER IS UTILIZED IT IS ONLY NECESSARY TO GET IT INITIALLY
ESTABLISHED. THE ROOT SYSTEM A ND TOP STUBBLE MAY BE SUFFICIENT TO HOLD THE
DUST EVEN IF WATERING IS DISCONTINUED.
3. FOR TRACTS, MULTIPLE PARCELS, A ND EXTENSIVE COMMERCIAL SITES, PAVED ACCESS TO
THE BUILDING SITES WILL BE REQUIRED PRIOR TO FRAMING OF THE BUILDINGS. THIS
CONSTRUCTION STAGE USUALLY INDICATES AN INCREASE IN THE NUMBERS OF WORKERS AND
THEIR VEHICLES. AL SO, THE PAVED ACCESS IS RECOMMENDED FOR FIRE FIGHTING PURPOSES.
IF PAVING IS DESIRED BEFORE ALL UTILITIES A NO/ OR LATERALS ARE INSTALLED, THE BASE
LIFT OF ASPHALT IS SUFFICIENT FOR ACCESS. THE A .C. CAN BE "CAPPED" LATER, LEAVING
A FINAL SURFACE THAT IS FREE OF UTILITY CUTS AND PATCHES.
4. AS PAVED ACCESS /S EXTENDED , THE STAGING AREA CAN BE MOVED CLOSER TO THE
BUILDING SITES. THE STORAGE AND OFFICE TRAILERS, EQUIPMENT. AN EMPLOYEE
PARKING CAN BE MOVED ONTO PAVED PORTIONS OF THE SITE.
SITE SPECIFIC DETAILS:
(PLEASE DESCRIBE A NY SPECIFIC OR ADDITIONAL CONTROL MEASURE PROPOSED.)
1. TRENCH STOCKPILE TREATMENT: (WATER AS NECESSARY)
WATER EX. WM AS NEEDED
2. INACTIVE AREA TREATMENT.- (SEAL WITH HYDROMULCH, ACRYLIC POLYMER,
PLANTINGS, ETC.)
3. STREET PAVING SCHEDULE: ALREADY PAVED STREET
4. STAGING AREA MOVEMENT SCHEDULE:
5. OTHER:
PHASE "D": FINISH GRADING (BLDG. UTIL.,
BLDG. CONST. LANDSCAPE)
GENERAL REQUIREMENTS
1. ALL INACTIVE AREAS SHOULD HAVE BEEN STABILIZED BY THIS STAGE. IF
PREVIOUSLY COVERED, THE ACTUAL BUILDING PADS MAY NOW NEED TO BE
STRIPPED, SCARIFIED,AND RECOMPACTED FOR BUILDING PAD COMPACTION
AND ELEVATION CERTIFICATIONS. DUST WOULD BE KEPT DOWN BY WATERING,
USUALLY BY TEMPORARY SPRINKLERS.
2. TRENCHING FOR BUILDING UTILITIES, DRYWELL CONSTRUCTION, POOLS, A NO
TENNIS COURT CONSTRUCTION FORM THE BULK OF EARTHWORK AFTER THE
PADS HAVE BEEN CERTIFIED. TEMPORARY SPRINKLERS MAY STILL BE USED
ON THE BUILDING SITE FOR DUST CONTROL PRIOR TO THE BEGINNING OF
FRAMING. TREATMENT WITH A BIODEGRADABLE "OIL" APPROVED FOR DUST
CONTROL IS RECOMMENDED WHERE IT IS DIFFICULT TO WATER.
3. ESTABLISHING THE LANDSCAPE AND SPRINKLER SYSTEM A ROUND THE
PERIMETER OF LARGE PROJECTS SHOULD BE DONE AT THIS STAGE.
PLANTINGS A ROUND THE PERIMETER SERVE AS A WINO BUFFER A NO
COLLECTION SYSTEM FOR DUST AND SAND. IT IS GOOD TO HAVE DUST AND
SAND WELL UNDER CONTROL PRIOR TO THE BUILDING PHASE FOR THE SAKE
OF CERTAIN GLUING A ND PAINTING PROCESSES THAT CAN BE RUINED BY
BLOWSAND OR DUST.
4. DISTURBED AREAS A ROUND BUILDINGS SHOULD BE WATERED BY HAND FOR
DUST CONTROL UNTIL SUCH TIME THAT THE SPRINKLER SYSTEM IS FULLY
FUNCTIONAL AND GROUND COVER AND/OR LANDSCAPING IS ESTABLISHED. IF
WATERING IS DIFFICULT DUE TO BUILDING INTERFERENCE, CHEMICAL OR
MULCH TREATMENTS ARE AVAILABLE THAT CAN STABILIZE THE SOIL
WITHOUT FREQUENT WATERING.
5. CONSTRUCTION DUST SUCH AS FROM CEMENT. PLASTER, PAINT OVERSPRAY,
WOOD CUTTING, GRINDING OPERATIONS, ETC., SHOULD BE MINIMIZED ALSO. A
PERIMETER BARRIER OF SPRINKLERS A NO PLANTINGS CAN SERVE TO CATCH
SOME OF THIS POTENTIALLY HAZARDOUS MATERIAL AS WELL AS NATURAL
DUST AND BLOWSAND. CONCENTRATIONS OF CONSTRUCTION DUSTS CAN
RESULT FROM WASHING OF EQUIPMENT AND SHOULD BE PROPERLY
DISPOSED OF BEFORE THEY CAN DRY OUT AND BLOW OR BE WASHED
ACROSS PROJECT BOUNDARIES.
6. NOTE THAT SWALES SHOULD BE INSPECTED BY CITY PRIOR TO SETTING OF
PERMANENT GROUND COVER OR OTHER PLANTS. SITE SPECIFIC DETAIL S:
(PLEASE DESCRIBE A NY SPECIFIC OR ADDITIONAL CONTROL MEASURE
PROPOSED)
1. BUILDING PAD WATERING: WATER TRUCK
2. FORMWORK AND TRENCH WATERING: (BY HAND WATERING AS NECESSARY)
3. PERIMETER LANDSCAPE SCHEDULE: (AS SOON AS POSSIBLE)
4. OTHER:
ABATEMENT OF DUST MITIGATION FAILURE
AN IRREVOCABLE LICENSE IS HEREBY GRANTED OR CAUSED TO BE GRANTED TO
PERMIT THE CITY OR THEIR DESIGNEE TO ENTER UPON THE SITE UNDER THE
FOLLOWING CIRCUMSTANCES:
A.
B.
C.
D.
2.
3.
E.
F.
IN THE EVENT THAT WIND SPEEDS IN EXCESS OF 25 M.P.H. A RE FORECAST TO
OCCUR BY THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (S.C.A.Q.M.O.)
FOR A PARTICULAR DAY;
IN THE EVENT OF ANDN-SITE ANEMOMETER THAT CONFORMS TO ALL S.C.A.Q.M.D.
STANDARDS REGISTERING 2 WIND GUSTS IN EXCESS OF 25 M.P.H. WITHIN A
CONSECUTIVE JO MINUTE PERIOD; OR
IN THE EVENT FUGITIVE DUST EMISSIONS ARE VISIBLE FOR A DISTANCE OF 50
FEET FROM ANY BOUNDARY LINE; OR
THE CITY IS UNABLE, BY TELEPHONE, TO ESTABLISH A PERSONAL CONTACT WITH
THE "AUTHORIZED DUST CONTROLLER" AFTER A 60 MINUTE CONSECUTIVE PERIOD
WHICH SHALL START WITH THE FIRST TELEPHONE CALL , WHETHER ANSWERED OR
NOT; THEN THE CITY WILL UNDERTAKE TO INITIATE ONE OR ALL OF THE BELOW
LISTED ACTIONS:
THE CITY WILL CAUSE THE CESSATION OF ANY ON -SITE ACTIVITY, INCLUDING BUT
NOT LIMITED TO EARTH MOVING, CONSTRUCTION, DEMOLITION OR VEHICULAR
MOVEMENT AND MANEUVERING. ANY WATER TRUCKS OR VEHICLES SERVICING
SPRINKLERS WOULD CONTINUE.
IN THE EVENT THAT ANDN-SITE IRRIGATION SYSTEM IS NOT INSTALLED AND/OR
OPERATIONAL, THE CITY WILL CAUSE THE SITE TO BE WATERED OR TREATED WITH
DUST CONTROL CHEMICALS. THE DUST CONTROL SECURITY REMAINING, ADDITIONAL
COSTS MAY BE ASSESSED AGAINST THE OWNER OF THE PROJECT.
IN THE EVENT ANDN-SITE IRRIGATION SYSTEM IS INSTALLED , BUT ITS CONTROL
CLOCK HAS NOT TURNED THE SYSTEM ON WHEN NEEDED , THE CITY MAY TAKE
ALL NECESSARY STEPS TO TURN ON THE SYSTEM. IF IT IS INACCESSIBLE BEHIND
LOCKED GATES OR LOCKED CONTROL BOXES, A NO THE CITY CAN NOT FIND THE
APPROPRIATE KEYS, THE CITY MAY CUT OR BREAK LOCKS AS NECESSARY.
IF, IN THE OPINION OF THE CITY ENGINEER OR HIS DESIGNEE, THE INTENSITY,
FREQUENCY OR DURATION OF FUGITIVE DUST EMISSIONS FROM THE SITE
CONSTITUTES A HAZARD TO THE SAFETY OF THE PUBLIC, BY INTRUSION BEYOND
THE PROJECT BOUNDARY, THE CITY ENGINEER OR HIS DESIGNEE OR AGENT MAY
IMMEDIATELY ENTER UPON THE SITE OR IMMEDIATELY TAKE OTHER SUCH ACTION
AS MAY BE NECESSARY TO REMEDY THE HAZARD, SUCH AS, BUT NOT LIMITED
TO COMMENCING WATERING ON THE SITE OR ORDERING THE CESSATION OF ANY
EMISSION -GENERATING ACTIVITY OCCURRING ON -SITE.
ANY OF THE ABOVE ACTIONS MAY BE CONSTRUED AS AN ABATEMENT FOR WHICH
THE CITY WILL "BACK CHARGE" THE GENERAL CONTRACTOR, DEVELOPER, AND/OR
THE OWNER AS THE CITY SHALL DEEM APPROPRIATE.
PLAN PREPARER'S CERTIFICATION
THIS PI.AN WAS PREPARED PER S.C.A.Q.M.D. ORDINANCES. DRP IS NOT RESPONSIBLE FOR
FIELD MONITORING OF CONSTRUCTION ACTIVITIES AND FOR ANY DEVIATIONS FROM THIS
PLAN.S.C.A.Q.M.O.
PREPARED BY: DANIEL PATNEAUDE SIGNATURE:
COMPANY NAME: DRP ENTERPRISES LLC CIVIL EN(
COMPANY ADDRESS: PO BOX 4428, PALM SPRINGS, CA 9226.5
CONTACT NUMBER: (206) 734-7765
s
LICENSED CONTRACTOR'S DECLERATION
I HEREBY CONFIRM THAT I AM LICENSED UNDER THE PROVISIONS OF CHAPTER 9
(COMMENCING WITH SECTION 7000 OF DIVISION 3 OF THE BUSINESS AND PROFESSIONS
CODE) AN THAT,J..44Y LICENSE IS IN FULL FORCE AND EFFECT.
LICENSE CLASS: NUMBER: B9I2A/STATE LIC-OWSZ$5 /CITY
CONTRACTOR'S NAME: Drew Hudson
COMPANY NAME: K.P. Hudson Construction
COMPANY ADDRESS: 40905 Amador Dr., Indio, CA 92203
CONTACT PHONE NUMBE • DA : 760_275 6137 NIGHT: - -
- --- ---- ---
CONTRACTOR'S SIGNATURE. J-j " DATE: 5- [S-1-3CONTRALTO ` • M D # CV 2304-012965-13966
RESPONSIBLE DUST CONTROL PERSON
I CERTIFY THAT I HAVE READ THIS FUGITIVE DUST CONTROL PLAN AND UNDERSTAND
THAT I AM RESPONSIBLE FOR THE COMPLIANCE OF THIS PROJECT TO THE DUST CONTROL
PROVISIONS NOTED OR REFERENCED HEREIN, AS THE AUTHORIZED RESPONSIBLE PERSON
FOR THIS PROJECT I WILL LIST MY PHONE NUMBER ON THE REQUIRED SITE SIGNS, AND I
WILL RESPOND TO DUST COMPLAINTS WITHIN THE 1 HOUR LIMIT. I UNDERSTAND THAT
DUST CONTROL IS REQUIRED 24 HOURS PER DAY 7 DAYS PER WEEK, FROM THE DATE
THAT THE PROJECT IS FIRST DISTURBED IN ANY WAY FROM THE NATURAL VEGETATED
CONDITION, AND CONTINUE UNTIL THE TIME THAT THE PROJECT SITE AND ALL
IMPROVEMENTS ARE COMPLETED A NO THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED
AND PAVED. ALSO CERTIFY THAT I HAVE ATTENDED AN AQMD SEMINAR ON FUGITIVE DUST
CONTROL. Noble Mandeville
NAME:
COMPANY NAME: Gen 3 Earthworks
ADDRESS: 54-960 Ave. Diaz, La Quinta, CA 92253
CONTACT PHONE NUMBER: (24 HOURS) 760-568-5000
AQMO CERTIFICATION NUMBER) CV 2304-012965-13966
SIGNATURE:
OWNER'S CERTIFICATION
TO INSURE IMPLEMENTATION OF THE DUST CONTROL MITIGATION MEASURE, A FINANCIAL
SECURITY OF $2,000/PROJECT ACREAGE SHALL BE REQUIRED PRIOR TO THE ISSUANCE OF
ANY PERMIT. ANY FINANCIAL SECURITIES COLLECTED UNDER THE PROVISIONS OF THIS
REQUIREMENT SHALL BE HELD BY THE CITY OF LA QUINTA FOR POTENTIAL USE IN
MITIGATING SOURCES OF FUGITIVE DUST NOT
ADEQUATELY MITIGATED BY THE PROPERTY OWNER/S OR RESPONSIBLE DUST CONTROL
PERSON. ALL UNUSED SECURITY SHALL BE RETURNED TO THE PROPERTY OWNER ONCE
THE CITY HAS ACCEPTED THE FINAL IMPROVEMENT A NO ISSUED CERTIFICATES OF
OCCUPANCY.
I CERTIFY THAT I HAVE READ THIS FUGITIVE DUST CONTROL A ND UNDERSTAND THAT I
AM RESPONSIBLE FOR THE COMPLIANCE OF THIS PROJECT TO THE DUST CONTROL
PROVISIONS NOTED OR REFERENCED HEREIN. I UNDERSTAND THAT THE DUST CONTROL
SECURITY THAT I'VE POSTED WITH THE CITY OF LA QUINTA MAY BE USED BY THE CITY, A
NO ADDITIONAL CHARGES, IF NEEDED, TO MITIGATE ANY VISIBLE EMISSIONS OR FUGITIVE
DUST. IF I FAIL TO KEEP THE DUST UNDER CONTROL. I UNDERSTAND THAT DUST CONTROL
IS REQUIRED 24 HOURS PER DAY, 7 DAYS PER WEEK FROM THE INITIAL DATE THAT THIS
SITE IS DISTURBED IN ANY WAY FROM THE NATURAL VEGETATED CONDITION, AND SHALL
CONTINUE UNTIL THE TIME THAT THE PROJECT SITE AND ALL IMPROVEMENTS ARE
COMPLETED AND THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED AND PAVED.
RESPONSIBILITY FOR THE DUST CONTROL ON THE SITE CAN NOT BE TRANSFERRED SOLELY
BY TRANSFERRING ALL OR A PORTION OF THIS PROPERTY TO OTHER CONTRACTORS,
BUILDERS, OR OWNER. A REPLACEMENT PM10 PLAN AND DUST CONTROL SECURITY SHALL
BE SUBMITTED FOR A NY TRANSFERRED PORTION OF THE PROJECT.
I CERTIFY THAT I HAVE READ THIS APPLICATION AND THAT THE INFORMATION CONTAINED
HEREIN IS TRUE A NO CORRECT. I AGREE TO COMPLY WITH THE CITY FUGITIVE DUST
ORDNANCE, AQMD RULE 403, 403.1 AND THE FINAL COACHELLA VALLEY S.I.P. AND ALL
LAWS RELATING TO CLEARING, GRADING, LANDSCAPING, AND BUILDING OPERATIONS. I
AUTHORIZE REPRESENTATIVE OF THE CITY OF LA QUINTA TO
ENTER UPON THE ABOVE MENTIONED PROPERTY FOR INSPECTION A NO/OR ABATEMENT
PURPOSES, AND I AGREE TO HOLD HARMLESS THE CITY OF LA QUINTA AND ITS
REPRESENTATIVE FROM LIABILITY FOR ANY
ACTIONS RELATED TO THIS PERMIT.
OWNER'S NAME: MURRAY FAMILY
OWNER'S ADDRESS: 11035 Technology Pl., #100, San Diego, CA 92127
CONTACTS PHONE NUMBERS: PAY: (S -583 615 NIGHT () _
OWNER'S S.C.A.Q.M.D. #__
OWNER'S SIGNATURE(S) ' _ /___ ` DATE5`i -2-12
APPLICATION CONSENT
APPLICATION FOR APPROVAL OF A LOCAL AIR QUALITY MANAGEMENT (L.A.Q.M.P.) PLAN IS
HEREBY MADE TO THE CITY ENGINEER OR HIS DESIGNEE, AS PART OF A GRADING PERMIT
APPLICATION, SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH HEREIN:
1. EACH PERSON UPON WHOSE BEHALF THIS APPLICATION IS MADE AND EACH PERSON
AT WHOSE REQUEST AND FOR WHOSE BENEFIT WORK IS PERFORMED UNDER AND
PURSUANT TO ANY PERMIT ISSUED AS A RESULT OF THIS APPLICATION AGREES T0,
AND SHALL INDEMNIFY A NO HOLD HARMLESS THE CITY OF LA QUINTA, ITS
OFFICERS, A GENTS A ND EMPLOYEES.
2. ANY PERMIT ISSUED AS A RESULT OF THIS APPLICATION BECOMES NULL AND VOID
IF WORK IS NOT COMMENCED WITHIN 90 DAYS FROM THE DATE OF ISSUANCE OF
SUCH PERMIT.
3. THE APPLICANT, OWNER, CONTRACTOR(S), SUBCONTRACTOR(S) OR OTHER AGENTS,
HEIRS OR ASSIGNEES SHALL CONFORM TO THE ATTACHED DUST CONTROL PLAN AS
APPROVED BY THE CITY SAID PLAN INCLUDES NOTES AND/OR DRAWINGS OF
TEMPORARY OR PERMANENT CONTROL METHODS OR DEVICES PROPOSED TO BE USED.
THIS L.A.Q.M.P. SHALL BE CONSIDERED A N ADDENDUM TO, AND A NECESSARY PART
OF, ANY GRADING, STOCKPILE, IMPROVEMENT, OR DEMOLITION PLANDTHERWISE
REQUIRED FOR CITY PERMITS.
4". BY AGREEING TO CONFORM TO THIS PLAN AS APPROVED BY THE CITY, THE
OWNER A NO DESIGNATED "AUTHORIZED DUST CONTROLLER" DO ALSO AGREE TO
ABIDE BY THE PROVISIONS OF THE ABATEMENT PROCEDURES A S SHOWN ABOVE.
NOTE TO CONTRACTOR
THE DUST CONTROL ORDINANCE REQUIRES THAT A NY FUGITIVE DUST CONTROL PLAN
PREPARER, ENVIRONMENTAL OBSERVER, AND AT LEAST ONE REPRESENTATIVE OF A NY
ON -SITE GENERAL CONTRACTOR OR SUBCONTRACTOR INVOLVED IN SOIL DISTURBANCE
ACTIVITIES TO COMPLETE THE A.Q.M.O. COACHELLA VALLEY FUGITIVE DUST CONTROL
CLASS AND HAVE DUST CONTROL AS THE PRIMARY RESPONSIBILITY WITH THE AUTHORITY
TO IMMEDIATELY EMPLOY ADDITIONAL DUST CONTROL EFFORTS.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A RECORD OF ALL DUST CONTROL
ACTIVITIES EITHER SETFORTH BY THIS PI.ANDR ADDITIONAL METHODS EMPLOYED IN THE
FIELD. THE CONTRACTOR SHALL UTILIZE THE STANDARD FORM IN THE S.C.A .Q.M.O.
MANUAL FOR DAILY
SELF -INSPECTION RECORD KEEPING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
QUALIFIED INDIVIDUALS TO MAINTAIN THESE RECORDS AND TO EMPLOY ALL DUST CONTROL
METHODS AND FACILITIES AT ALL TIMES DURING THE PROJECT'S DURATION. ALL DUST
CONTROL METHODS SHALL CONFORM TO THE CITY OF LA QUINTA ORDINANCE NO. 39 1. A
COPY IS AVAILABLE ON-LINE AT L.A-QUINTA.ORG.
NOTE: OWNER IS THE
RESPONSIBLE PARTY FOR
ALL DUST CONTROL
96"
CITY OF LA QUINTA BRES 2023-XXXX
CORAL MOUNTAIN COURT LOT 3
IF YOU SEE DUST COMING FROM
THIS PROJECT PLEASE CALL:
(760) 574 - 9267
IF YOU DON'T GET A RESPONSE WITHIN ONE HOUR, PLEASE CALL
THE CITY OF LA QUINTA PUBLIC WORKS AT
(760)416-5315
REPORT THE PERMIT OR PROJECT NUMBER AND PHONE NUMBER ABOVE,
OR CALL THE A.Q.M.D. AT I-800-CUT-SMOG (I-800-288-7664)
fy_
6 WIND FENC G
TH STRAW W !DLE BOOMS
A. BASE OF FEN
�,-1, SE-1, SE-5 % •,
SAN BAG BARRIER
PER SE-8
STREET SWE NNG
PER SE-7
INDEX MAP
SCALE: I "=50'
DUST CONTROL
SIGN DETAIL
NTS
2.5"
3"
3"
-�- 6"
15"
1.5"
1.5"
PM 10 SECURITY
$2,000.00/ACRE=$5,000.00 NOTE:
MONITORING CHECKLIST PER CVFDC
HAND BOOK SECTION 6.2 EARTHWORK:
RAW CUT: 100 CY RAW FILL: 85 CY
IMPORT: 0 CY
RRIER
-r-469 469.5.
6' WIND FENCING
WITH STRAW WADD
AT BASE OF FEN•
WE-1, SE-1, SE -
BOOMS
0
20'
40'
SAND BAGBARRIER
PER SE-8
BOOMS
80'
SCALE: 1 "=40'
SAND BAG BA
PER SE-
MADISON ST.
AVENU 54
J
Y
QUZ
trERWTAGE
058TH AVE.
SITE O
0
AIRPORT BLVD
2
VICINITY MAP 60TH AVE.
NTS
DIAL TOLL FREE
%44, 1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DATE
BY
MARK
APPR.
DATE
ENGINEER
REVISIONS
CITY
DATE
CHECKED BY
APPROVED BY:
/ /23
BRYAN MCKINNEY, P.E.
CITY ENGINEER
R.C.E. NO. 49418
DATE
EXP DATE 9-30-24
PREPARED UNDER THE
DIRE_T SUPERVISION OF:
Jo' E C. SINGER RCE 6900
DRP ENTERPRISES LLC
DANIEL PATNEAUDE
MAILING ADDRESS:
PO BOX 4428
PALM SPRINGS, CA 92263
206-734-7765
IN THE CITY OF LA QUINTA, CALIFORNIA
SCALE: AS NOTED
PM 10 FUGITIVE DUST CONTROL PLAN
LOT 3, TRACT 29963 / CORAL MOUNTAIN COURT
TRACT MAP 29963, MB 340/036
APN 762-440-035
IN THE SE PORTION OF SECTION _, -_- ---, SBNI
FOR
JOB No
SHEET No,
1
OF 1 SHTS
FILE No.
DESIGNED BY: DRP DRAWN BY: DRP
CHECKED BY:JCS
DATE
DATE: 5-6-2023
Re: 57600 Coral Mountain
Kohl and Deisy,
Please see the attached —
1. Permitted Grading Plan
2. Revised Landscape Plan
3. CVWD fire flow analysis of adjacent fire hydrant
4. Revised Site Plan
I believe that this addresses all of the FM's requests. We have a grading permit.
Regards,
Michael Kiner
760-250-4000
ce, at 4Qimrw
DESIGN & DEVELOPMENT DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
(760) 777-7125 FAX (760) 777-7011
CERTIFICATION OF BUILDING AREA
STREET ADDRESS OF JOB: 57600 CORAL MOUNTAIN CT
APN: 762440035
DESCRIPTION OF WORK: NEW SFR
SQUARE FOOTAGE: 8200 SQ FT
OWNER'S NAME: KEVIN MURRAY
For questions regarding this letter, please contact:
City of La Quinta Permit Center
(760) 777-7125
Coachella Valley Unified School District
87-225 Church St
Thermal, CA 92274
(760) 848-1880
Desert Sands Unified School District
47-950 Dune Palms Road
La Quinta, CA 92253
(760) 771-8515
Please note: This letter verifies conditioned square footage. Please can your School
District to verify school fees, requirement for cashier's check or money order and hours
of operation.
DEFERRED TRUSS SUBMITTAL REQUEST
Date: 4/8/23
Permit Application Number:
BRES2022-1086
Project Street Address: 57600 Coral Mountain Ct.
Applicant: Michael Kiner Associates
Policy Conditions and Acknowledgment:
z
— ,I II UR\11—
BRES2022-1086
CITY OF LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE COM PUANCE
BY:Deisy Mendez DATE 06/22/2023
Limited to Custom Residential Prefabricated Wood Trussed Roof Projects
Submittal Package Shall Consist of Electronically Stamped and Signed Truss Calculations with Engineer
of Record's Acceptance and a Roof Truss Layout
City Anticipated Initial Review Time is Ten (10) Working Days with Rechecks of Five (5) Workings Days
Fee for Plan Review and Processing will be the Actual Hourly Cost Incurred by the City Consultant and
the Hourly Cost per the Applicable Fee Schedule for City Staff
Approval and Payment of Fees are Required Prior to Request for Roof Nail Inspection, No Exceptions
By signing this form, the applicant agrees to, and will be solely responsible for any delays incurred by not
complying with, the timelines, conditions, and requirements as identified.
Signature:
Note: Applicant may print out and sign
by hand and then return a scanned
ronv hack for review and approval
City Staff
Approved By:
78495 Calle Tampico I la Quints, California 92253 1760.777.7000 I www,laquintaca.gov
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
BILL WEISER — FIRE CHIEF
OFFICE OF THE FIRE MARSHAL — LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
June 22, 2023
Kevin Murray
11035 Technology Place #100
San Diego, CA 92127
Re: Residential Fire Access & Water / ESS Plan Review — MURRAY RESIDENCE
57600 Coral Mountain Court, La Quinta, CA 92253
C2ithd-a
CALIFORNIA
The plans you submitted for the above referenced project have been reviewed by Riverside County Fire
Department - Office of the Fire Marshal personnel and are approved with the following conditions.
1) Fire access shall be provided in compliance with CFC 503.1.1. *Civil Engineer Certification of
improved access elements shall be provided prior to Final for Occupancy. AFFECTS PG2023-
0013/GRP2023-0002 CASES. SHALL CERTIFY THE 2" COMPACTED DECOMPOSED
GRANITE (DG) AS ABLE TO SUPPORT 40,000-POUNDS OVER 2-AXLES FIRE APPARATUS.
a. Adequate Fire Turnaround in compliance with Technical Policy #16-001 is required.
b. Adequate Fire Turnout in compliance with Technical Policy #16-001 is required.
2) Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to
their background shall be displayed on the structure and viewable from the roadway or posted at the
driveway entrance and maintained visible.
3) Vehicle Gates/barricades restricting fire access to the structure are required to be provided with
KNOX emergency access. (CFC 503.6)
4) The proposed structure requires a fire flow of 1,500 gallons per minute from a single hydrant located
within 600-feet of all exterior portions of the structure. (CFC 507.5.1 & APPENDIX B)
5) Public/Private fire hydrants located in front of the property shall be provided with a minimum 3-feet
radius around the hydrant of clearance of any obstructions, including vegetation.
6) Dwelling Units shall maintain a minimum 3-feet clear width Egress Court from emergency escape
windows and doors of sleeping rooms and shall deposit to the front of the property or public way.
These courts shall be traversable pathways, free of obstructions and landscaping intrusions. (Ref.
CBC 1028.4 / CRC R311.1)
a. Landscaping and hardscaping as proposed in the associated Landscape Plans shall be fully
installed at time of Final for Occupancy inspection request.
7) Energy Storage Systems shall comply with CFC 1207.11.
a. Fire Detection - Areas shall be protected by smoke alarms. A listed heat detector shall be installed
in locations within dwelling units and attached garages where smoke alarms cannot be installed
based on their listing.
b. Protection from Impact — ESS installed in a location subject to vehicle damage shall be protected
by approved barriers.
c. Operating Temperatures — ESS system manuals shall be consulted. Compliance with the
maximum operating ambient temperatures shall be complied with. Provision of HVAC climate
control may be necessary.
8) A Residential Fire Sprinkler system shall be installed in compliance with CRC R313. CA Licensed
Contractor (C-16) shall submit plans and details for review and approval prior to system installation
and Rough Inspections.
The Fire Department approved plans and conditions letter must be at the job site.
Applicant shall be responsible to contact the Fire Department to schedule inspections. Requests for
inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131.
All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal
staff at (760)777-7074.
Kohl Hetrick - Fire Safety Specialist
(E) GMU WALL
501
SETEAC<
CONNECT 66" H WROUGHT IRON FENCING
INTO THE EXISTING PILASTER.
66" H WROUGHT IRON FENCING
721 - 21 11
2
(E) GMU WALL
CONCRETE DECK
\i
A.G. CONDENSOR
5'-6" H GMU WALLS
FOOL EQUIPMENT
73141��
2
5'-6" H GMU WALLS
COMPACTED DECOMPOSED GRANITE, TYP.
A W/A STEEL EDGE BORDER. SURFACE SHALL
BE ENGINEERED TO SUPPORT FIRE
APPARATUS LOAD CAPABILITIES.
EXISTING FIRE HYDRANT
6'-0" H MASONRY WALLS
MIN. 6" BEHIND EASEMENT
MAILBOX
66" H ELECTRIC GATES GATE INTERCOM
GATES SHALL HAVE AN APPROVED
MEANS OF EMERGENCY OPERATION. FIRE
MI SC. LEANOUS PERMIT IS REQUIRED SEPARATELY
FOR VIEW AND APPROVAL OF GATE INSTALLATION.
CONCRETE PAVERS
(2) 16" X 16" PILASTERS
EXISTING CURD
A`'C
ROO
CONCRETE DEGK
GAS METER
10' 0" UTILITY EASEMENT
/
S'-O" H CHAIN LINK FENCING
SHOWER
J29 3/'
S89° 44 44V
CONCRETE PAD
TRASH ENCLOSURE
A.G. COMPRESSORS
S'-6" H GMU WALLS
5'-6" H
CMU WALLS
66" H WROUGHT IRON FENCING
\\
\\
COIN ETE DEGK
\\
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\\
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\\
\\
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57 1°
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/ \
ARASE
PLANTER
MA I \ HOUSE
WOOD DECKING
PLANTER
CONCRETE PAVERS
PLANTER
COMPACTED DECOMPOSED GRANITE, TYP.
IN/A STEEL EDGE BORDER
(E) GMU WALL
COMPACTED DECOMPOSED GRANITE, TYP.
IN/ A STEEL EDGE BORDER
s01�
SETA
5'-6" H GMU WALL
A. CONDENSORS
66" H WROUGHT IRON FENCING
INTERSECTS IN/ EX I ST'G GMU WALL
A FIRE DEPARTMENT ON PARCEL ACCESS 15 REQUIRED AND
SHALL GOMPLY !'l I TH RVG FIRE TEGHN I GAL POI_ I GY # 16 —OO I ,
THE ENTIRE DR I VENAY UP TO THE I6 DIAMETER TURN AROUND
SHALL COMPLY.
* NOTE: ALL MEASUREMENTS SUPERSEDE SCALE. ALL DIMENSIONS, LOCATIONS * CONDITIONS MUST BE VERIFIED IIIN- FIELD"
Lots shall be graded to drain surface
water away from foundation walls with
a minimum fall of 6 inches within the
first 10 feet (R401.3).
This project is subject to NPDES and SUSMP regulations. Provide the following:
a. The project architect or engineer of record, or authorized qualified designee,
shall sign a statement on the plans to the effect:
"As the architect/engineer of record, I have selected appropriate BMPs to effectively
minimize the negative impacts of this project's construction activities on storm water
quality. The project owner and contractor are aware that the selected BMPs must
be installed, monitored, and maintained to ensure their effectiveness. The BMPs
not selected for implementation are redundant or deemed not applicable to the
proposed construction activities."
Name Position Date
b. One or more acres. In addition to the above requirements, developments located
adjacent to or directly discharging into environmentally sensitive areas, in a hillside
area, or those that will result in the disturbance of one acre or more in size, shall
have their construction plans include features meeting the applicable construction
activities BMPs (CA-1 through CA-40) and erosion and sediment control BMPs (ESC-1
through ESC-56) published in the "California Storm Water Best Management Practice
Handbooks (Construction Activity) (1993)" to ensure that every construction site meets
the requirement of these regulations during the time of construction. Furthermore,
these projects shall be required to prepare and submit to the city a storm water
pollution prevention plan (SWPPP). The SWPPP shall include appropriate construction
site BMPs listed in this subsection.
Prior to permit issuance, under penalty of perjury, the owner or agent having the
property owner's consent shall sign a statement on the plans to the effect stating
that:
I certify that the proposed work will not destroy or unreasonably interfere with any
access or utility easement belonging to others and located on my property, but in
the event such work does destroy or unreasonably interfere with such easement, a
substitute easement(s) satisfactory to the holder(s) of the easement will be
provided.A
Signature
Print Name
Title
Date
PLAN NOTES
SEPARATE PE I`' I TS �=QU I SEED FO :
POOL, SPA AND 1`' ASONRY V\ALLS
SEE 6RAD A\D LANDSCAP I NCB
PLANS FOB ADD I T I O\AL SITE
I NFO�" AT I ON
BRES2022-1086
CITY OF LA QU I NTA
BUILDING DIVISION
REVIEWED FOR
CODE COM PIJAN CE
BY:Deisy Mendez DATE 06/22/2023
NEW (8,200SF) 2-STORY
SINGLE FAMILY DWELLING
[VB/RES-3/CLASS A-FR/13D]
THIS PERMIT DOES NOT
INCLUDE PV SYSTEM, POOL,
SPA, BLOCK WALLS,
DRIVEWAY APPROACH OR
SIMILAR EXTERIOR
STRUCTURES. 2019
CALIFORNIA BUILDING
CODES.
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Sladden Engineering
November 3, 2022
BRES2022-1086
45090 Golf Center Parkway, Suite F, Indio, California 92201 (760) 863-0713
6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743
www.Sladdenengineering.com
Michael Kiner Associates, Inc.
70177 Highway 111, Suite 200
Rancho Mirage, California 92270
Subject: Proposal for Geotechnical Update
1 ll 22 11 tibti
CI OF LA QUINTA
BUILDING DIVISION
REVIEWED FOR
CODE COM PIJANCE
BY:Deisy Mendez DATE: 06/22/2023
Pursuant to your request, we are pleased to submit the following proposal to provide a
geotechnical update for the project referenced below. We propose to provide the services
described on a fixed fee basis. The fees for the completed update will be $1500.00. The
completed report should be available within one week of authorization to proceed. Execution of
this agreement verifies and is written authorization as the responsible billing party and
obligates you for payment of services rendered as outlined in this contract. Upon acceptance of
this agreement, please sign one copy and return it to our office along with payment in the
amount of $1500.00 as authorization to proceed with requested Geotechnical Update. Sladden
Engineering accepts the following forms of payment, Check, Cash and Credit Cards (Discover,
MasterCard and Visa). Additional work required to respond to governmental agency comments
will be billed at fee schedule rates in affect at time of work. Please review the attached Terms and
Conditions rev 3.0 2/09 as they form part of this agreement.
IN WITNESS WHEREOF, the parties hereby execute this agreement upon the terms and
conditions stated above and in the attached Terms and Conditions rev 3.0 dated 2/09.
Respectfully submitted
SLADDEN ENGINEERING
Brett L. Anderson
Principal Engineer
Telephone: 760-340-3360
Project Address: APN 762-440-036
Coral Mountain Court
La Quinta, California
Signature
Michael Kiner
Name (print)
Architect
Title
11/3/22
Date
PROJECT SUMMARY
Project Name:
Address:
City, State, Zip:
Building Department:
Permit Number:
Building Energy Code:
CHEERS REGISTRY
PROJECT STATUS REPORT
Murray NEW
Coral Mountain Court APN 762-440-036-2
La Quinta, CA 92253
La Quinta, City of
BRES2022-1086
2022 Standards
HERS VERIFIABLE
MEASURES
ENERGY CODE
COMPLIANCE
CERTIFICATE OF COMPLIANCE (CF1R)
DATE
DOCUMENT TITLE
07/11/2024 CF1R-PRF-01-E
Performance Compliance
REGISTRATION NUMBER
Scan to Validate
COMPLETE O
COMPLETE O
424-P010127696A-000-000-0000000-0000
CERTIFICATE OF INSTALLATION (CF2R)
DATE DOCUMENT
07/02/2025 CF2R-ELC-01-E
07/02/2025 CF2R-ENV-01-E
07/02/2025 CF2R-ENV-03-E
07/02/2025 CF2R-ENV-04-E
10/09/2024 CF2R-ENV-21-H
10/09/2024 CF2R-ENV-22-H
07/02/2025 CF2R-LTG-01-E
07/06/2025 CF2R-MCH-01a-E
07/06/2025 CF2R-MCH-27a-H
07/02/2025 CF2R-MCH-32-H
07/02/2025 CF2R-PLB-02-E
07/02/2025 CF2R-PVB-01-E
TITLE
Electric Ready
Fenestration
Insulation Installation
Roofing Radiant Barrier
QII
QII
Lighting
HVAC, Ducts and Fans
Mechanical Ventilation
Local Mechanical Exhaust
Single Family Hot Water
Photovoltaic Systems
- continued on next page -
REGISTRATION NUMBER
424-P010127696A-000-001-001007A-0000
424-P010127696A-000-001-E01004A-0000
424-P010127696A-000-001-E03005A-0000
424-P010127696A-000-001-E04006A-0000
424-P010127696A-000-001-E21001A-0000
424-P010127696A-000-001-E22002A-0000
424-P010127696A-000-001-L01009A-0000
424-P010127696A-000-001-M01012A-0000
424-P010127696A-000-001-M27013A-0000
424-P010127696A-000-001-M32011A-0000
424-P010127696A-000-001-B02010A-0000
424-P010127696A-000-001-P01008A-0000
STATUS
STATUS
CHEERS
NOTICE: This compliance summary report has been generated by a registration platform provided by CHEERS using
information that has been uploaded to that registration platform by third parties that are not affiliated or related to
CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the
information contained in this certificate.
Page 1 of 6
CHEERS REGISTRY
PROJECT STATUS REPORT
CERTIFICATE OF INSTALLATION (CF2R)
DATE
HVAC 1
07/06/2025
07/06/2025
07/06/2025
07/06/2025
HVAC 2
07/06/2025
07/06/2025
07/06/2025
07/06/2025
HVAC 3
07/06/2025
07/06/2025
07/06/2025
07/06/2025
HVAC 4
07/06/2025
07/06/2025
07/06/2025
07/06/2025
DOCUMENT TITLE
CF2R-MCH-20a-H
CF2R-MCH-21-H
CF2R-MCH-22a-H
CF2R-MCH-23a-H
CF2R-MCH-20a-H
CF2R-MCH-21-H
CF2R-MCH-22a-H
CF2R-MCH-23a-H
CF2R-MCH-20a-H
CF2R-MCH-21-H
CF2R-MCH-22a-H
CF2R-MCH-23a-H
CF2R-MCH-20a-H
CF2R-MCH-21-H
CF2R-MCH-22a-H
CF2R-MCH-23a-H
Duct Leakage
Duct Location
Fan Efficacy
Airflow Rate
Duct Leakage
Duct Location
Fan Efficacy
Airflow Rate
Duct Leakage
Duct Location
Fan Efficacy
Airflow Rate
Duct Leakage
Duct Location
Fan Efficacy
Airflow Rate
- continued on next page -
Scan to Validate
REGISTRATION NUMBER STATUS
424-P010127696A-000-001-M20015A-0000
424-P010127696A-000-001-M21014A-0000
424-P010127696A-000-001-M22017A-0000
424-P010127696A-000-001-M23016A-0000
424-P010127696A-000-001-M20021A-0000
424-P010127696A-000-001-M21020A-0000
424-P010127696A-000-001-M22023A-0000
424-P010127696A-000-001-M23022A-0000
424-P010127696A-000-001-M20027A-0000
424-P010127696A-000-001-M21026A-0000
424-P010127696A-000-001-M22029A-0000
424-P010127696A-000-001-M23028A-0000
424-P010127696A-000-001-M20033A-0000
424-P010127696A-000-001-M21032A-0000
424-P010127696A-000-001-M22035A-0000
424-P010127696A-000-001-M23034A-0000
0
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Al Ilk.
di
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O
CHEERS
NOTICE: This compliance summary report has been generated by a registration platform provided by CHEERS using
information that has been uploaded to that registration platform by third parties that are not affiliated or related to
CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the
information contained in this certificate.
Page 2of6
CHEERS REGISTRY
PROJECT STATUS REPORT
CERTIFICATE OF INSTALLATION (CF2R)
DATE DOCUMENT TITLE
HVAC 5
Scan to Validate
REGISTRATION NUMBER STATUS
07/06/2025 CF2R-MCH-20a-H Duct Leakage 424-P010127696A-000-001-M20037A-0000
07/06/2025 CF2R-MCH-21-H Duct Location 424-P010127696A-000-001-M21036A-0000
07/06/2025 CF2R-MCH-22a-H Fan Efficacy 424-P010127696A-000-001-M22039A-0000
07/06/2025 CF2R-MCH-23a-H Airflow Rate 424-P010127696A-000-001-M23038A-0000
HVAC 6
07/06/2025 CF2R-MCH-20a-H Duct Leakage 424-P010127696A-000-001-M20041A-0000
07/06/2025 CF2R-MCH-21-H Duct Location 424-P010127696A-000-001-M21040A-0000
07/06/2025 CF2R-MCH-22a-H Fan Efficacy 424-P010127696A-000-001-M22043A-0000
07/06/2025 CF2R-MCH-23a-H Airflow Rate 424-P010127696A-000-001-M23042A-0000
HVAC 7
07/06/2025 CF2R-MCH-20a-H Duct Leakage 424-P010127696A-000-001-M20045A-0000
07/06/2025 CF2R-MCH-21-H Duct Location 424-P010127696A-000-001-M21044A-0000
07/06/2025 CF2R-MCH-22a-H Fan Efficacy 424-P010127696A-000-001-M22047A-0000
07/06/2025 CF2R-MCH-23a-H Airflow Rate 424-P010127696A-000-001-M23046A-0000
New HVAC1
07/06/2025 CF2R-MCH-25f-E Refrigerant Charge 424-P010127696A-000-001-M25018A-0000
07/06/2025 CF2R-MCH-25f-E Refrigerant Charge 424-P010127696A-000-001-M25048A-0000
07/06/2025 CF2R-MCH-25f-E Refrigerant Charge 424-P010127696A-000-001-M25050A-0000
07/06/2025 CF2R-MCH-25f-E Refrigerant Charge 424-P010127696A-000-001-M25052A-0000
07/06/2025 CF2R-MCH-25f-E Refrigerant Charge 424-P010127696A-000-001-M25054A-0000
- continued on next page -
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llll
CHEERS
NOTICE: This compliance summary report has been generated by a registration platform provided by CHEERS using
information that has been uploaded to that registration platform by third parties that are not affiliated or related to
CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the
information contained in this certificate.
Page 3 of 6
CHEERS REGISTRY
PROJECT STATUS REPORT
CERTIFICATE OF INSTALLATION (CF2R)
DATE
07/06/2025
07/06/2025
07/06/2025
07/06/2025
07/06/2025
DOCUMENT TITLE
CF2R-MCH-26-H High SEER & EER
CF2R-MCH-26-H High SEER & EER
CF2R-MCH-26-H High SEER & EER
CF2R-MCH-26-H High SEER & EER
CF2R-MCH-26-H High SEER & EER
New HVAC2
07/06/2025 CF2R-MCH-25f-E Refrigerant Charge
07/06/2025 CF2R-MCH-26-H High SEER & EER
New HVAC3
07/06/2025
07/06/2025
CF2R-MCH-25f-E Refrigerant Charge
CF2R-MCH-26-H High SEER & EER
Scan to Validate
REGISTRATION NUMBER
424-P010127696A-000-001-M26055A-0000
424-P010127696A-000-001-M26053A-0000
424-P010127696A-000-001-M26051A-0000
424-P010127696A-000-001-M26049A-0000
424-P010127696A-000-001-M26019A-0000
424-P010127696A-000-001-M25024A-0000
424-P010127696A-000-001-M26025A-0000
424-P010127696A-000-001-M25030A-0000
424-P010127696A-000-001-M26031A-0000
CERTIFICATE OF VERIFICATION (CF3R)
DATE
10/09/2024
10/09/2024
07/06/2025
07/02/2025
HVAC 1
07/06/2025
07/06/2025
07/06/2025
DOCUMENT
CF3R-ENV-21-H
CF3R-ENV-22-H
CF3R-MCH-27a-H
CF3R-MCH-32-H
CF3R-MCH-20a-H
CF3R-MCH-21-H
CF3R-MCH-22a-H
TITLE
QII
QII
Mechanical Ventilation
Local Mechanical Exhaust
Duct Leakage
Duct Location
Fan Efficacy
- continued on next page -
REGISTRATION NUMBER
424-P010127696A-000-001-E21001A-
E21A
424-P010127696A-000-001-E22002A-
E22A
424-P010127696A-000-001-M27013A-
M27A
424-P010127696A-000-001-M32011A-
M32A
424-P010127696A-000-001-M20015A-
M20A
424-P010127696A-000-001-M21014A-
M21A
424-P010127696A-000-001-M22017A-
M22A
STATUS
0
O
0
O
STATUS
O
O
O
CHEERS
NOTICE: This compliance summary report has been generated by a registration platform provided by CHEERS using
information that has been uploaded to that registration platform by third parties that are not affiliated or related to
CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the
information contained in this certificate.
Page 4of6
CHEERS REGISTRY
PROJECT STATUS REPORT
CERTIFICATE OF VERIFICATION (CF3R)
DATE
DOCUMENT TITLE
07/06/2025 CF3R-MCH-23a-H Airflow Rate
HVAC 2
07/06/2025 CF3R-MCH-20a-H Duct Leakage
07/06/2025 CF3R-MCH-21-H Duct Location
07/06/2025 CF3R-MCH-22a-H Fan Efficacy
07/06/2025 CF3R-MCH-23a-H Airflow Rate
HVAC 3
07/06/2025 CF3R-MCH-20a-H Duct Leakage
07/06/2025 CF3R-MCH-21-H Duct Location
07/06/2025 CF3R-MCH-22a-H Fan Efficacy
07/06/2025 CF3R-MCH-23a-H Airflow Rate
H VAC 4
07/06/2025 CF3R-MCH-20a-H Duct Leakage
07/06/2025 CF3R-MCH-21-H Duct Location
07/06/2025 CF3R-MCH-22a-H Fan Efficacy
07/06/2025 CF3R-MCH-23a-H Airflow Rate
HVAC 5
07/06/2025 CF3R-MCH-20a-H Duct Leakage
07/06/2025 CF3R-MCH-21-H Duct Location
07/06/2025 CF3R-MCH-22a-H Fan Efficacy
07/06/2025 CF3R-MCH-23a-H Airflow Rate
REGISTRATION NUMBER
424-P010127696A-000-001-M23016A-
M23A
424-P010127696A-000-001-M20021A-
M20A
424-P010127696A-000-001-M21020A-
M21A
424-P010127696A-000-001-M22023A-
M22A
424-P010127696A-000-001-M23022A-
M23A
424-P010127696A-000-001-M20027A-
M20A
424-P010127696A-000-001-M21026A-
M21A
424-P010127696A-000-001-M22029A-
M22A
424-P010127696A-000-001-M23028A-
M23A
424-P010127696A-000-001-M20033A-
M20A
424-P010127696A-000-001-M21032A-
M21A
424-P010127696A-000-001-M22035A-
M22A
424-P010127696A-000-001-M23034A-
M23A
424-P010127696A-000-001-M20037A-
M20A
424-P010127696A-000-001-M21036A-
M21A
424-P010127696A-000-001-M22039A-
M22A
424-P010127696A-000-001-M23038A-
M23A
- continued on next page -
Scan to Validate
STATUS
0
0
0
0
0
0
0
CHEERS
NOTICE: This compliance summary report has been generated by a registration platform provided by CHEERS using
information that has been uploaded to that registration platform by third parties that are not affiliated or related to
CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the
information contained in this certificate.
Page 5 of 6
CHEERS REGISTRY
PROJECT STATUS REPORT
CERTIFICATE OF VERIFICATION (CF3R)
DATE
HVAC 6
07/06/2025
07/06/2025
07/06/2025
07/06/2025
HVAC 7
07/06/2025
07/06/2025
07/06/2025
07/06/2025
New HVAC1
07/06/2025
07/06/2025
07/06/2025
07/06/2025
07/06/2025
New HVAC2
07/06/2025
New HVAC3
07/06/2025
DOCUMENT
CF3R-MCH-20a-H
CF3R-MCH-21-H
CF3R-MCH-22a-H
CF3R-MCH-23a-H
CF3R-MCH-20a-H
CF3R-MCH-21-H
CF3R-MCH-22a-H
CF3R-MCH-23a-H
CF3R-MCH-26-H
CF3R-MCH-26-H
CF3R-MCH-26-H
CF3R-MCH-26-H
CF3R-MCH-26-H
CF3R-MCH-26-H
CF3R-MCH-26-H
TITLE
Duct Leakage
Duct Location
Fan Efficacy
Airflow Rate
Duct Leakage
Duct Location
Fan Efficacy
Airflow Rate
High SEER & EER
High SEER & EER
High SEER & EER
High SEER & EER
High SEER & EER
High SEER & EER
High SEER & EER
REGISTRATION NUMBER
424-P010127696A-000-001-M20041A-
M20A
424-P010127696A-000-001-M21040A-
M21A
424-P010127696A-000-001-M22043A-
M22A
424-P010127696A-000-001-M23042A-
M23A
424-P010127696A-000-001-M20045A-
M20A
424-P010127696A-000-001-M21044A-
M21A
424-P010127696A-000-001-M22047A-
M22A
424-P010127696A-000-001-M23046A-
M23A
424-P010127696A-000-001-M26019A-
M26A
424-P010127696A-000-001-M26049A-
M26A
424-P010127696A-000-001-M26051A-
M26A
424-P010127696A-000-001-M26053A-
M26A
424-P010127696A-000-001-M26055A-
M26A
424-P010127696A-000-001-M26025A-
M26A
424-P010127696A-000-001-M26031A-
M26A
Scan to Validate
NOTICE: This compliance summary report has been generated by a registration platform provided by CHEERS using
information that has been uploaded to that registration platform by third parties that are not affiliated or related to
CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the
information contained in this certificate.
STATUS
r
Page 6 of 6
oso
Domestic Water System Flow Analysis
Coachella Valley Water District
75515 Hovley Lane East
Palm Desert, CA 92211
Domestic Water System Flow Analysis (Hydraulic Model) GEO 06-07-21-3 PZ 23-14727
Requested By:
Michael Kiner
Date:
5/8/2023
Billing Address:
70177 Highway 111, Ste 200
Rancho Mirage, Ca 92270
APN:
762-440-035
Req. Fire Flow:
1 ,500gpm at 20psi for hours.
Contact Name:
Michael Kiner
Address:
Project Name
57600 Coral Mt. Court, La Quinta
Murray Residence
Phone:
760-340-3360
Email:
Michael@thekinergroup.com
Cell:
760-250-4000
Analysater is
DomestFlow
Flow Analysis Location:
Hydrant in front of 57600 Coral Mountain Ct. APN 762-440-035
i
Flow Analysis Description
**Model
CVWD Domestic
Test 1
Information
Water
Test 2
CVWD Only**
Hydraulic Model
Test 3
Results
Test 4
Requested
Flow
NOTE
Domestic
system flow
available
without
exceeding
CVWD's
criteria.
Elevation (Ft):
-30
None
Steady State, Dynamic (psi):
85.5
Residual Pressure (psi):
76.3
Fire Flow Tested (gpm):
1,550
N/A
Combined Total:
N/A
Tested Model Junction:
122945
Duration:
2 hours
Demand Conditions:
Peak Day Demand (PDD)
Reservoir No./Level (s):
Reservoir 6726/21.4'
Pumps Operating No's:
Pumps On
Pressure Zone and HGL:
Lake Cahuilla (145')
Model:
CVWD_DOMESTICWATER_0520322
Comments:
The domestic water system is capable of providing 1,550 gpm for 2 hours that satisfies CVWD's minimum
pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities
that may be required for this development/project. Please check with Development Services for further
information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is 4,500
gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. qq
These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to
supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system,
meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual
flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months
from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design
responsibility resides with the Engineer -of -Record for this Project.
Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2 3 9 7 .
Completed By:
Date: 51/6/73
Page 1 of 1
ENG DS-016
(1/1/23)
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IRR
(30887)
MOUNTAIN
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TRACT
Hydrant to be
tested
20
656602
57-615
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57-715
TRACT
30834
21
656600
22
656544
80-492 co
(U
I
Building Permit Number:
Project Description:
SFR
Exempt: ❑
(Materials may contain hazardous wastes and
are not subject to recycling provisions)
Construction Debris Management Plan
Plan Submittal Date
Job Site Address
Owner's Name
Number, Street, or PO Box
City. State, Postal Code
Owner's Phone Number
Owner's E-Mail Address
Project Manager's Name
Project Manager's Phone Number
Project Manager's E-mail Address
Builder / Contractor
Number. Street or PO Box
City, State, Postal Code
Project Square Footage
Approval By Burrtec
Date of City Approval
57600 Coral Mountain Court, La Quinta CA
Kevin Murray
11035 Technology Place, #100
San Diego, CA 92127
858-583-4615
kevin@madeforgood.com
Drew Hudson
760-275-6137
drew a(�builtbvhudson.com
KP Hudson Construction
40-905 Amador Dr
Indio, CA 92203
9,269
Materials To Be Discarded:
Product
Trash
Asphalt
Brick/Block
Cardboard
Commingled
Concrete
Drywall
Donated / Reuse*
*Describe Items
Tons
0.00
0.00
3
0.00
0.00
Not recyclable
Recyclable
Recyclable
Recyclable
Recyclable
Recyclable
Recyclable
Recyclable
Product
Masonry (broken)
Plaster
Scrap Metal
Tile (floor)
Tile (roof)
Wood
Landscape Debris
Tons
0.00
J' ,---
0.00
i,.—
I
0.00
Recyclable
Recyclable
Recyclable
Recyclable
Recyclable
Recyclable
Recyclable
Totals:
Recycle
0.0
Trash
0.0
Projected Diversion:
#DIVIO!
I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District
Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the
Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite waste is
diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining
materials generated from the first day of the project through the completion of the project in accordance with this plan. This
DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or
demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still
issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the
DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through
bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer
Owner / Developer / Project Manager / Superintendant Date
Construction Debris Management Plan
Summary of Requirements
As of January 1, 2017, The Green Building Standards Code (CALGreen) requires that the construction
of most new structures in the State of California comply with sections 4.408 and 5.408 of the code in
accordance with Assembly Bill 939 requiring that no more than 35% of jobsite waste be disposed of as
trash at local land fill sites and transfer stations. Exceptions may be made for certain projects under
certain conditions.
The City of La Quinta is committed to the highest level of environmental respect, to conserving our
precious natural resources and setting an example to provide for a better world for generations to
come. Recycling helps keep reusable resources out of landfills and will also reduce disposal costs.
IMPORTANT: Burrtec Waste & Recycling Services is the City's franchise
hauler. If you choose to self -haul any recyclables or trash, you must
provide copies of all weight tickets and/or receipts from the transfer
station, landfill, or recycler as the job progresses. Clean-up companies
and other haulers are not permitted to haul waste or recyclables from the
City of La Quinta. Self -haul weight tickets should be submitted to: Mike
Veto, District Environmental Coordinator - mveto@burrtecdesert.com, or
faxed to (760) 340-0417, or mailed to: 41575 Eclectic Street, Palm
Desert, CA. 92260.
Coachella Valley Unified School District
87-225 Church St., Thermal, CA 92274
Phone No. (760) 848-1(134
Project Name:
Owner's Name:
Project Address:
Kevin Murray
'I his Box For District Ilse only
DIN .'LOI'E R FITS PAID
OfAREA tij ' /jGI� `
•TWO
AMOUNT 3/�/pL� r1'�
Lr.Vrl. ONE AMOUNT
i)2r8"
LEVEL AMOUNT.
MITIGATION AMOUNT:
COMoM/IND. AMOUNT:
UAl I?
ilo1-?j-rII
RECEIPT.
CHECK M.
ObIcty-i 3
INITIALS
1
CERTIFICATE OF COMPLIANCE
(California Education Code 17620)
Kevin Murray
57600 Coral Mountain Ct
LA (2l>Lt va-u, l ga15�5
Project Description: New SFD
APN: 762-440-035 Tract #:
Type of Development: Residential XX
Date: May 8, 2023
Phone No.
Lot #'s:
Commercial Industrial
Total Square Feet of Building Area: 8200 SQ. FT
Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under
penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer.
Dated: S— /2 - 2.) Signature:
SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN
ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE)
Education Code Gov. Code Project Agreement Existing Not Subject to Fee
17620 65995 Approval Prior to 1/1/87 Requirement
Number of Sq.Ft.
Amount per Sq.Ft.
Amount Collected
8,200.00
$ 4.79
$39,278.00
Building Permit Application Completed: Yes/No
By: Liliana Aguirre, Budget Analyst
Certificate issued by: Liliana Aguirre, Budget Analyst Signature:
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF
Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District pr vide (1) written notice to the
project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to pro a imposition of these
Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to
advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other
requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this
time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance
is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3)
such extensions may be granted.
MV:chnydocs/devtecs/iticatc acompliance form updated 3-2007 11/2010
STRUCTURAL ENGINEERING, INC.
CIVIL AND STRUCTURAL ENGINEERING
Palm Desert Tel: 760-360-9998
Fax: 760-360-9903
Email: Reza@rastructural.com
www.Rastructural.com
STRUCTURAL OBSERVATION REPORT
EXTERIOR FRAMING ONLY
September 3, 2024
City of La Quinta
Building And Safety Department
Re.: Murray Residence
57600 Coral Mountain Ct,
La Quinta, CA.
Dear to whom it may concern,
We have performed structural observation per 2019 C.B.C. section 1704 for the
framing condition prior to stucco at exterior only.
Based on our visual observation and to the best of our knowledge and experience, we believe that
the exterior framing that was completed at the time of our visit, per approved plans.
Please note that this letter does not include or waive the responsibility for the City or the Special
Inspectors from determining compliance with the approved plans.
Please contact me should you need additional information regarding this approval.
Respectfully,
Reza Asgharpour, P.E.
77570 Springfield Lane, Ste D, Palm Desert CA 92211
STRUCTURAL ENGINEERING, INC.
CIVIL AND STRUCTURAL ENGINEERING
Palm Desert Tel: 760-360-9998
Fax: 760-360-9903
Email: Reza@rastructural.com
www.Rastructural.com
STRUCTURAL OBSERVATION REPORT
FRAMING ONLY
September 13, 2024
City of La Quinta
Building And Safety Department
Re.: Murray Residence
57600 Coral Mountain Ct,
La Quinta, CA.
Dear to whom it may concern,
We have performed structural observation per 2019 C.B.C. section 1704 for the framing
condition prior to drywall and stucco.
Based on our visual observation and to the best of our knowledge and experience, we believe
that the framing was completed at the time of our visit, per approved plans.
Please note that this letter does not include or waive the responsibility for the City or the Special
Inspectors from determining compliance with the approved plans.
Please contact me should you need additional information regarding this approval.
Respectfully,
Reza Asgharpour, P.E.
*THIS IS ELECTRONIC SIGNATURE
77570 Springfield Lane, Ste D, Palm Desert CA 92211
STRUCTURAL ENGINEERING, INC.
CIVIL AND STRUCTURAL ENGINEERING
Palm Desert Tel: 760-360-9998
Fax: 760-360-9903
Email: Reza@rastructural.com
www.Rastructural.com
March 14, 2023
City Of La Quinta
Building & Safety Department
Attn: Karl Luther, CPE (Interwest Consultants)
Subject: Plan Check Response Letter for Plan Check No: BRES2022-1086(Ist Check)[Interwest#LAQ22-0163]
Murray Residence, 57-600 Coral Mountain Ct, La Quinta, CA.
RESPONSE TO STRUCTURAL PLAN CHECK CORRECTIONS
S 1. Roof trusses to be on deferred submittal per Architect. We have added truss deferred note on structural plans.
Refer to sheets GN, S-1, S-2 & S-3 for added note.
S2. See attached soils engineer report. We have already referenced information on general notes sheet GN.
S3. Structural calculations already consider solar panels dead load of 4psf, refer to page 1. Also we have denoted
weight on general notes sheet GN. We have included weight where applicable for gravity design of joists/beams
& also in lateral resisting elements design.
S4. See added nailing schedule on general notes sheet GN
S5. The Hardy Frame Panels have been tested by an approved agency, refer to ICC ESR-2089. We have included the
manufacture provided installation sheets as a supplement to our structural package. We do not stamp the HFX
sheets, they have already been tested & approved. They are provided for contractor to follow manufacture
requirements/recommendations.
S6-1. Please refer to our foundation plans sheets S-1.1 & S-1.2, we callout all applicable details from sheets SD1
& SDIA that provide all necessary information for shear transfer from diaphragms to foundations.
S6-2. Footings have been drawn to scale on foundation plans & footing sizes along with anchor bolt requirements
can be found on foundation details (main detail is 1/SD1) and shear wall schedule on plans.
S6-3. We already provided pad footing calculations, refer to pages 262-279.
S7. Reaction at steel column 013 is about 1 kip, which Pad P1 is more than sufficient to withstand those loads.
Please refer to calculation for pad footing P1 on pages 262-264.
S8-1. We already callout location of deck joists D1 on framing plan sheet S-2.1. Refer to patio by master bedroom.
S8-2. We already show floor framing on sheet S-2.1. All proper information & detailing is called out on this sheet.
S8-3. We are using manufactured hardy frame panels at garage.
S9. 013A is referring to window sill 2-2x6 right underneath 013. [It is the same opening location]
S10. No comment provided.
Please contact me should you need additional information regarding this response letter.
Respectfully,
Reza Asgharpour, P.E.
77570 Springfield Lane, Ste D, Palm Desert CA 92211
RTIFICATE OF OCCUPANCY
DESIGN AND DEVELOPMENT DEPARTMENT
This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the
California Residential Code, certifying that, at the time of issuance, this structure was in
compliance with the provisions of the Building Code and the various ordinances of the City
regulating building construction and/or use.
BUILDING ADDRESS: 57600 CORAL MOUNTAIN CT
Use Classification: Building Residential Permit No.: BRES2022-1086
Occupancy Group: R-3: 1 & 2 Family Type of Construction: V-B
Dwellings
Code Edition: 2019
By: Edward Ghera
Date: 10/1/2025 12:00:OOAM
Building Official: AJ ORTEGA
atigrai
GEM of the DESERT —
Land Use Zone: RL
Sprinkler Installed: YES Sprinkler Required: YES
Owner of Building: Kevin Murray
Address: 11035 Technology Place, #100
City, ST, ZIP: San Diego, CA 92127
POST IN A CONSPICUOUS PLACE