Indio City Council
April 1, 2026

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 219 of 410 California Plumbing Code:1-Water Closet Shall Have 15" To Any Wall Or Obstruction On Each Side Of Its Centerline And 24"Clear Space In Front. (402.5 CPC).2-Shower Compartments Shall Be Not Less Than 1,024 Sq. In. And Also Be Capable OfEncompensing A 30" Diameter Circle. (408.6 CPC).3-Water Heaters Located In Seismic Design Categories C,D,E,& F,As Defined By The Building Code,Shall Have Straps Located In The Upper And Lower 1/3 Of Its Vertical Dimension. (507.2 CPC)4-Provide Plan Location Of Hose Bibs.All Hose Bibs Must Be Protected By An Anti-Siphon Device.(CPC 603.5.7)5-All Domestic Hot Water System Piping Conditions Listed Below,Whether Buried Or Unburied,MustBe Insulated And The Insulation Thickness Shall Be Selected Based On The Conductivity Range InTable 120.3-A And The Insulation Level Shall Be Selected From The Fluid Temperature Range BasedOn The Thickness Requirements In Table 120.3-A:a-The First 5 Feet Of Hot And Cold Water Pipes Storage Tanks.b-All Piping With A Nominal Diameter Of 3/4" Inch Or Larger.c-All Piping Associated With A Domestic Hot Water Recirculation System Regardless Of The PipeDiameter.d-Piping From The Heating Source To Storage Tank Or Between Tanks.e-Piping Buried Below Grade.f-All Hot Water Pipes From The Heating Source To The Kitchen Fixtures.6-Systems Using Gas Or Propane Water Heaters To Serve Individual Dwelling Units Shall IncludeThe Following Components:a-A 120V Electrical Receptacle That Is Within 3 Feet From The Water Heater And Accesible To The Water Heater With No Obstruction;Andb-A Category II Or IV Vent,Or A Type B Vent With Straight Pipe Between The Outside TerminationAnd The Space Where The Water Heater Is Installed;Andc-A Condensate Drain That Is No More Than 2 Inches Higher Than The Base Of The Installed WaterHeater,And Allows Natural Draining Without A Pump Assistance;Andd-A Gas Supply Line With The Capacity Of At Least 200,000 Btu/hr.7a-Water Closets Shall Have An Average Water Consumption Of Not More Than 1.6 Gallons Of Water Per Flush,1.28 Gallons Per Flush. (401.3 CPC)7b-Urinals Shall Have An Average Water Consumption Of Not More Than 1.0 Gallons Of Water PerFlush,0.5 Gallons Per Flush.(401.3 CPC)7c-Shoer Heads Shall Have A Water Flow Not To Exceed 2.5 Gallons Per Minute. (401.3 CPC)7d-Faucets In Kitchens,Wet Bars,Lavatories,Laundry Sinks,Etc. Shall Have A Water Flow Not To Exceed 2.2 Gallons Per Minute. (401.3 CPC)7e-Water Piping Materials Within A Building Shall Be In Accordance With Sec. 604.1 Of The CaliforniaPlumbing Code.PEX,CPVC And Other Plastic Water Piping Systems Shall Be Installed In AccordanceWith The Requirements Of Sec.604 Of The CPC,Installation Standards Of Appendix I Of The CPC And Manufacturers Recommended Installation Standards.CPVC Water Piping Requires A CertificationOf Compliance As Specified In Sec 604.1.1 Of The CPC Prior To Permit Issuance.California Mechanical Code:1-Provide Plan Location And Access For All Heating Equipment/FAU On The Truss Layout Plan.2-Provide Anchorage Details For FAU Units.Appliances Designed To Be Fixed In Position Shall BeSecurely Fastened In Place In Accordance With The Manufacturers Installation Instructions.CMC 303.4 And 303.5.3-Condensate Lines From Mechanical Equipment Shall Discharge To A Plumbing Fixture Or AnApproved Location By Means Of Ab Indirect Waste Pipe.Condensate Lines Shall Not Terminate InLandscape Or Yard Areas. (310.5 CMC)4-When A Domestic Clothes Dryer Is Located In A Closet ,A Minimum Opening Of 100 Sq. In. ForMakeup Air Shall Be Provided In The Door. (504.4.1 CMC)5-A Domestic Clothes Dryer Duct Shall Be Of Metal And A Minimum Of 4" Diameter.The Exhaust DuctShall Not Exceed A Total Combined Horizontal And Vertical Length Of 14 Feet,Including Two 90 Degree Elbows.Two Feet Shall Be Deducted For Each 90 Degree Elbow In Excess Of Two. (504.4.2 CMC)6-All New Construction And Additions Exceeding 1,000 S.F. Shall Meet The Requirements Of ANSI/ASHRAE 62.2 Ventilation And Acceptable Indoor Air Qualitty In Low Rise Residential Buildings.a-Note: All Notes,Equipment Specifications,Equipment Schedules Or Other Forms Of Written Communication That Specify The Requirements For Ventilation Airflow,The Rooms Where The WholeBuilding And Local Ventilation Exhaust Fans Are Located,And Duct Sizing For Whole Building Ventilation And Local Ventilation Exhaust Shall be Specified By Printing Directly Onto The Plans.However,In All Cases,Table 7.1 From The 2023 California Energy Code Shall Be Electronically PlacedOn The Plans To Allow For Duct Changes That May Be Required During Construction Of The System.b-See ANSI/ASHRAE 62.2 For Additional References And Requirements.7-Bathrooms Shall Have Mechanical Ventilation Providing Min. 50 CFM CRC 1203.4.2.18-Dryer Vent 4" Dia. Min.14 Feet Max. W/Two 90 Degree Elbows For Metal Duct ,6 Ft. Max. For Flex Duct Connector.The Duct Length Shall Be Reduced By 2 Feet For Every Elbow In Excess Of Two.9-Clothes Dryer Moisture Exhaust Ducts Shall Terminate On The Outside Of The Building And Shall Be Equipped With A Backed-draft Damper.Screens Shall Not Be Used And The Exhaust Duct May Not Extend Into Or Through Ducts Or Plenums.

General Construction Notes.2:California Electrical Code:1-Smoke Alarms Shall Be Installed In Each Sleeping Room And Outside Each Seperate Sleeping AreaIn The Immediate Vicinity Of The Bedrooms. CRC R314.3 (1) (2)2-Smoke Alarms Or Smoke Detectors Shall Be Installed A Minimum Of 20 Feet Horizontal DistanceFrom A Permanently Installed Cooking Appliance.3-Carbon Monixide Alarms In Dwelling Units Shall Be Installed Outside Of Each Seperate SleepingArea In The Immediate Vicinity Of The Bedrooms. CRC R315.34-All Receptacles In Bathrooms,Garages,Accessory Buildings,Outdoors,Crawl Spaces,UnfinishedBasements,Kitchens (Where Recptacles Serve Countertop Surfaces),Laundry,Utility,Wet Bar Sinks(Within 6' Of The Edge Of The Sink),Shall Have Ground Fault Circuit Interrupter (GFCI) Protection.(210.8 CEC)5-All Branch Circuits Supplying 120V 15 Ampere And 20 Ampere Outlets In Family Rooms,DiningRooms,Living Rooms,Parlors,Libraries,Dens,Bedrooms,Sunrooms,Recreation Rooms,Clostes,Hallways And Similar Rooms Or Areas Shall Be Protecteed By A Listed Arc Fault Circuit Interrupter(AFCI). (210.12 (B) CEC).6-Countertops In Kitchen,Pantries,Breakfast Rooms,Dining Rooms And Similar Area Spaces 12 InchesOr Wider Shall Have Receptacles Installed Such That No Point Along The Wall Is More Than 2 Feet From A Receptacle. (210.52 (C) (1) CEC)7-Receptacles Shall Be Installed In A Kitchen Such That No Spacing Is Greater Than 24 Inches FromA Sink Or Range.Maximum Spacing Between Receptacles In A Kitchen Is 4 Feet. CEC 210.52 (c) (1)8-Receptacle Outlet Shall Be Installed In Bathrooms Within 3 Feet Of The Outside Edge Of Each Basin (CEC 210.52 (D)9-Range Hoods Shall Be Permitted To Be Cord And Plug Connect.The Receptacle Shall Be Accessible And Shall Be Supplied By An Individual Branch Circuit.10-At Least One Receptacle Shall Be Installed For The Laundry. (210.52 (F) CEC)a-The Receptacle Shall Be Supplied By At Least One Additional 20 Ampere Circuit.11-The Receptacle For A Built In Dishwasher Shall Be Located In The Space Adjacent To The SpaceOccupied By The Dishwasher Per CEC 422.16(B)(2)(6)12-The Receptacle For The Dishwasher Shall be Accessible Per CEC 422.16(B)(2)(7)13-For A Single EV Space,A Listed Raceway Shall Be Installed To Accomodate A Dedicated 208/204Volt Branch Circuit.The Raceway Shall Not Be Less Than Trade Size 1 (Nominal 1 Inch InsideDiameter).The Raceway Shall Originate At The Main Service Or Subpanel And Shall Terminate Into AListed Cabinet,Box Or Other Enclosure In Close Proximity To The Proposed Location Of An EV Charger.The Service Panel And/Or Subpanel Shall Provide Capacity To Install A 40 Ampere Minimum Dedicated Branch Circuit And Space(s) Reserved To Permit Installation Of A Branch Circuit Overcurrent Protective Device 2022 CGBSC Section 4.106.4.1.14-Automatic Garage Door Opener Requires Backup Batteries Installed As Per SB 969,Effective July 1,201915-An 8AWG Bonding Jumper Shall Be Required For Equipotential Bonding In The Area Of TheHydrmassage Bathtub And Shall Not Be Required To Be Extended Or Attached To Any Remote Panel Board,Service Equipment,Or Any Electrode.2022 CEC Section 680.74 (B). (2022) Additional Residential California Code:1-Light CRC 1205All Rooms Require Natural Light By Means Of Exterior Windows Or Skylights Min. 8% Of The FloorArea Of The Room.2-Ventilation 1205All Rooms Require Natural Ventilation By Means Of Openable Windows Min. 4% Of The Floor AreaOf The Room.3-Minimum Room Dimensions 1208A-At Least One Room 120 S.F. Other Habitable Rooms Greater Than Or Equal To 70 S.F.B-Habitable Spaces Other Than A Kitchen Shall Not Be Less Than 7 Ft. In Any Plan Dimension.C-Kitchen Area Shall Not Be Less Than 50 S.F. Of Gross Floor Area.Kitchens Shall Have A Clear Passageway Of Not Less Than 3'-0" Between Counter Tops And Walls.D-Bathrooms,Toilets Rooms,Kitchen And Storage Rooms Have To Have 7'-0" High Ceiling.E-Occupiable Spaces,Habitable Spaces & Corridors Shall Have A Ceiling Height Of No Less Than 7'-6" 4-If Less Than 60" Above Standing Surface And Drain Inlet CRC 2406.36714.Windows At Showers& Tubs Shall Be Tempered.5-All Windows Within 24" Of Doors Shall Be Tempered CRC 2406.36-Shower & Tub Enclosures Shall Be Tempered CRC 2406.3,6714.Shower Doors Shall Swing Out.Net Area Of Shower Receptor Shall Be Min. 1024 Sq. In. Of Floor Area,And Encompass 30 In. Dia.Circle PC 411.77-70" High Absorbant Finish At Shower Wall CRC 1210.38-Glazing Shall Meet The Following:U-Factor=0.38 Max.,SHGC= 0.31 Max.Glazing Area Limits:20% Max. Of Total Floor Area.5% Max. Of That Can Be West Facing.Otherwise Provide Title 24 Energy Calcs.9-22" x 30" Attic Access Or 30" x 30" If Furnace Is In Attic. Min. Headroom Of 30" MC 904.1110-1/2" Gypsum Board To Roof Line CRC 406.1.4.1 Glazing And Safety Requirements:1-The following shall be considered specific hazardous locations requiring safety glazing as per Section R308a-Glazing in fixed and operable panels of swinging,sliding,and bifold doors.b-Glazing in fixed or operable panels adjacent to a door where the bottom exposed edge of the glazing is less than 60 inches above the walking surface and it meets either of the following conditions:c-Where the glazing is within 24 inches of either side of the door in a closed position.d-Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side on an in swinging door.e-Window glazing in an individual fixed or operable panel,That meets all of the following conditions:f-The exposed area of an individual pane is larger the 9 square feet.g-The bottom edge is less than 18 inches above the floor.h-The top edge is more than 36 inches above the floor.j-One or more walking surfaces are within 36 inches,measured horizontally and in a straight line,of the glazing.2-Windows At Showers & Tubs Shall Be Tempered.3-All Windows Within 24" Of Doors Shall Be Tempered CRC 2406.34-Shower & Tub Enclosures Shall Be Tempered CRC 2406.3,6714.Shower Doors Shall Swing Out.Net Area Of Shower Receptor Shall Be Min. 1024 Sq. In. Of Floor Area,And Encompass 30 In. Dia.Circle PC 411.7Security Requirements:1-All Entry Doors To Dwelling Units Or Guest Rooms Shall Be Arranged So That The Occupant Has A View Of The Area Immediately Outside The Door Without Opening The Door.Such View May BeProvided By A Door Viewer,Through Windows Located In The Vicinity Of The Door Or Through ViewPorts In The Door Or Adjoining Wall.2-Screens,Barricades,Or Fences Made Of A Material Which Would Preclude Human Climbing ShalBe Provided At Every Portion Of Every Roof,Balcony,Or Similar Surface Which Is Within 8 Feet Of A Utility Pole Or Similar Structure. 3-Wood Flush Type Doors Shall Be 1-3/8" Thick Minimum With Solid Core Construction.Door StopsOf In Swinging Doors Shall Be Of One Piece Construction With The Jamb Or Rabbet To The Jamb.4-Every Door In A Exterior Security Opening For an Apartment House Shall Be Provided With A Light Fixture And A Light Bulb (60 Watt Min.) At A Maximum Height Of 8 Feet On The Exterior.5-All Pin-Type Door Hinges Accessible From Outside Shall Have Non Removable Hinge Pins.HingesShall Hve Min. 1/4" Dia. Steel Jamb Stud With 1/4" Min. Protection.The Strike Plate For Latches AndHolding Device For Projecting Dead Bolts In Wood Construction Shall Be Secured To A Jamb And The Wall Framing With Screws No Less Than 2-1/2" Long.6-Provide Dead Bolts With Hardened Inserts;Dead Locking Latch With Key Operating Locks On Exterior.Doors Must Be Operable From The Inside Without A Key,Special Knowledge,Or SpecialEffort.7-Straight Dead Bolts Shall Have A Minimum Throw Of 1" And An Embedment Of Not Less Than5/8" And A Hook Shaped Or An Expanding Lug Dead Bolt Shall Have A Minimum Throw Of 3/4".8-Wood Panel Type Doors Must Have Panels At Least 9/16" Thick With Shaped Portions Not Less Than 1/4" Thick And Individual Panels Must Be No More Than 300 Sq. Inches In Area.Mullions ShallBe Considered A Part Of Adjacent Panels Except Mullions Not Over 18 Inches Long May Have AnOverall Width Of Not Less Than 2 Inches.Stiles And Rails Shall Be Of Solid Lumber Inn ThicknessWith Overall Dimesions Of Not Less Than 1-3/8" And 3 Inches In Width.9-Sliding Doors Shall Be Provided With A Device In The Upper Channel Of The Moving Panel ToProhibit Raising And Removing Of The Moving Panel From Track While In The Closed Position.10-Sliding Glass Doors Panels Shall Be Closed And Locked When Subjected To The Tests Specified In Section 6717.1.11-Metal Or Wooden Overhead Or Sliding Doors Shall Be Secured With A Cylinder Lock,PadlockWith A Minimum 9/32" Diameter Hardened Steel Shackle And Bolted,Hardened Steel Hasps,MetalSlide Board,Bolt Or Equivalent Device Unless Secured Electrically Operated.12-Provide Metal Guides At Top And Bottom Of Meal Accordian Gate Or Grille Type Doors AndCylinder Locks Or Padlocks.Cylinder Guards Shall Be Installed On All Cylinder Locks Whenever TheCylinder Projects Beyond The Face Of The Door Or Is Otherwise Accessible To Gripping Tools.13-In Group B,F, M, And S Occupancies,Panes Of Glazing With At Least One Dimension GreaterThaan 5 Inches But Less Than 48 Inches Shall Be Constructed Of Temered Or Approved BurgleryResistent Material Or Protected With Metal Bars Or Grilles.14-Glazed Openings Within 40" Of The Required Locking Device Of The Door,When The Door Is InThe Closed And Locked Position And When The Door Is OpenableFrom The Inside Without The Use Of Key,Shall Be Fully Tempered Glass Per Section 2406,Or Approved Burglary Resistent Material,Or Shall Be Protected By Metal Bars,Screens Or Grilles Having A Maximum Opening Of 2 Inches.TheProvisions Of This Section Shall Not Apply To Sliding Glass Doors Which Conform To The ProvisionsOf Section 6710 Or To View Ports Or Windows Which Do Not Exceed 2" In Their Greatest Dimensions.

Permit Application Number:Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A102.50General Construction Notes.2Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 220 of 410 8-All FOOTING SHALL BE 24" BELOW ADJACENT GRADE FOR SOIL REPORT.

Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A102.60General Construction Notes.3Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 221 of 410 SHEAR PANEL SCHEDULENOTE: "L" DENOTES SHEAR WALL LENGTH.SEE STRUCTURAL PLANS FOR ACTUAL LENGTHS.MARKWALL TYPE/MATERIALALLOWABLE SHEARPLFANCHOR BOLTS SPACINGSEE FOUNDATION PLAN(12" LONG OR 15" LONG FOR 2-POURSHEAR NAILINGREFER TO FOUNDATION PLAN FOR LOCATION AND SPACINGNO. 11 GA., 1 1/2" LONG7/16" HEAD NAILNO. 16 GA., STAPLE7/8" LEGS @ 6" O.C."L= "1"L= "2"L= "3"L= "4"L= "5"L= "6"L= "7"L= "8"L= "9 8d @ 6" O.C. E.N.8d @ 12" O.C. E.N.8d @ 4" O.C. E.N.8d @ 12" O.C. E.N.8d @ 3" O.C. E.N.8d @ 12" O.C. E.N.8d @ 3" O.C. E.N.8d @ 12" O.C. E.N.8d @ 2" O.C. E.N.8d @ 12" O.C. E.N.10d @ 4" O.C. E.N.10d @ 12" O.C. E.N.10d @ 3" O.C. E.N.10d @ 12" O.C. E.N.10d @ 2" O.C. E.N.10d @ 12" O.C. E.N. 180230360*460*550*730*550*665*870*
7/8" STUCCO
15/32" STRUCT 1 (PLYWOOD OR OSB)15/32" STRUCT 1 (PLYWOOD OR OSB)15/32" STRUCT 1 (PLYWOOD OR OSB)15/32" STRUCT 1 (PLYWOOD OR OSB)15/32" STRUCT 1 (PLYWOOD OR OSB)3/8" STRUCT 1 (PLYWOOD OR OSB)3/8" STRUCT 1 (PLYWOOD OR OSB)3/8" STRUCT 1 (PLYWOOD OR OSB) NOTES:ALL PLYWOOD EDGES MUST BE BLOCKED WITH 2 X SOLID BLOCKING.FIELD NAILING SHALL BE 12" O.C. FOR STUDS SPACED AT 16" O.C. AND 6" O.C.OTHERWISE.2. WHER ALLOWABLE SHEAR VALUES EXCEED 350 PLF,FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECIEVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A 3 INCH NOMINAL MEMBER NAILS SHALL BE STAGGERED.3.WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.4.ALL CONTINUOUS EXTERIOR FOOTING SHALL HAVE 5/8" X 12" A.B. @ 4'-0" O.C. FOR MONOLITHIC POUR CONCRETE SYSTEM AND 5/8" X 15" A.B. FOR NON-MONOLITHIC POUR CONCRETE SYSTEM UNLESS AT SHEAR WALL PANEL WHERE ANCHOR BOLTS SHALL BE INSTALLED PER SHEAR WALL SCHEDULE.5. ALL INTERIOR BEARING AND NON-BEARING FOOTINGS SHALL HAVE 7/32" SHOT PINS @ 32" O.C. & 48" O.C. RESPECTIVELY.6. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHERS A MINIMUM OF 3" X 3" X 1/4" THICK.7. ALL NAILS TO COMMON NAILS (OR BOX NAILS WHERE NOTED).8.PROVIDE SIMPSON H1 @ 24" O.C MAX. (EACH RAFTER).* PROVIDE MINIMUM 3X SILLS AND BACKING AT EDGES AND JOINTS.

FASTENING SCHEDULE: (CONT.)NAILING SCHEDULE: (IN COMPLIANCE WITH TABLE 2304.10.1. OF THE 2023 C.B.C.)CONNECTIONFASTENINGLOCATION29. JOIST TO BAND JOISTOR RIM JOISTSEND NAIL30. BRIDGING OR BLOCKING TO JOIST,RAFTER OR TRUSSEACH END, TOE NAILFASTENING SCHEDULE: (CONT.)NAILING SCHEDULE: (IN COMPLIANCE WITH TABLE 2304.10.1. OF THE 2023 C.B.C.)CONNECTIONFASTENINGLOCATION31. 3/8" -1/2"WOOD STRUCTURAL PANELS (WSP), SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING.EDGESINTERMEDIATESUPPORTS3-16d common ( 3 1/2" x 0.162"); or4-10d box ( 3" x 0.128"); or4-3" x 0.131" nails: or4-3" 14 guage staples, 7/16" crown2-8d common ( 2 1/2" x 0.131"); or2-10d box ( 3" x 0.128"); or2-3" x 0.131" nails: or4-3" 14 guage staples, 7/16" crown6d common or deformed (2" x 0.113")(subfloor and wall)6128d box or deformed ( 2 1/2" x 0.113") (roof)6122 3/8" x 0.113" nail (subfloor and wall)6121 3/4" 16 guage staple, 7/16" crown(subfloor and wall)482 3/8" x 0.113" nail (roof)481 3/4" 16 guage staple, 7/16" crown (roof)3632. 19/32" -3/4"8d common ( 2 1/2"" x 0.131"); or6d deformed (2" x 0.113")2 3/8" x 0.113" nail; or2" 16 guage staple,7/16" crown4861210d common ( 3" x 0.148"); or8d deformed ( 2 1/2" x 0.131")61233. 7/8" -1 1/4"1 1/2" galvenized roofing nail(7/16" head diameter); or1 1/4" 16 guage staple with 7/16" or 1" crown3634. 1/2" FIBERBOARDSHEATHING OTHER EXTERIOR WALL SHEATHING1 3/4" galvenized roofing nail(7/16" head diameter); or1 1/2" 16 guage staple with 7/16" or 1" crown3635. 25/32" FIBERBOARDSHEATHING WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING8d common ( 1 1/2" x 0.131"); or6d deformed ( 2" x 0.113")61236. 3/4" AND LESS8d common ( 2 1/2" x 0.131"); or8d deformed ( 2 1/2" x 0.131")61237. 7/8" -1"10d common ( 3" x 0.148"); or8d deformed ( 2 1/2" x 0.131")61238. 1 1/8" -11/4"PANEL SIDING TO FRAMING6d corrosion-resistant siding( 1 7/8" x 0.106"); or6d corrosion -resistant casing ( 2" x 0.099")61239. 1/2" OR LESS40. 5/8" 8d corrosion-resistant siding( 2 3/8" x 0.128"); or8d corrosion -resistant casing ( 2 1/2" x 0.113")612INTERIOR PANELLING4d casing (1 1/2" x 0.080"); or4d finish (1 1/2" x 0.072")61241. 1/4"6d casing (2" x 0.099"); or6d finish (panel supports at 24")61241. 3/8"FOR SI: 1 INCH = 25.4 mm.A.NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS,REFER TO SECTION 23065.NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING.B.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.PANEL SUPPORTS AT 16 INCHES.(20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL,UNLESS OTHERWISE MARKED).C.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE.WITH THIS SCHEDULE,THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.

ROOF / FLOOR TRUSS NOTES:1-A COMPLETE SET OF TRUSS CALCULATIONS,SHOP DRAWINGS,PREPARED AND SIGNED BY A CALIFORNIA REGISTERED ENGINEER SHALL BE SUBMITTED TO THE DESIGNER OR CONTRACTOR PRIOR TO FABRICATION.EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE HAVE PERMAMNENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: A) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. B) THE DESIGN LOADS. C) TSPACING OF THE TRUSSES.2-TRUSS MANUFACTURER SHALL PROVIDE AND DESIGN HANGERS AND WEB BLOCKING AS REQUIRED.3-THE DESIGNER SHALL NOTIFY THE TRUSS MANUFACTURER FOR ANY MODIFICATIONS . THE DESIGNER IS NOT RESPONSIBLE FOR THE TRUSS DESIGN AND MODIFICATION DURING CONSTRUCTION.SPECIAL INSPECTIONS:1-THE BUILDING/PROJECT OWNER SHALL EMPLOY ON OR MORE REGISTERED DEPUTY SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS,PER CHAPTER 17 OF THE 2023 cbc,DURING CONSTRUCTION OF THE TYPES OF WORK LISTED BELOW.IT IS THE RESPONSABILITY OF THE GENERAL CONTRACTOR TO CALL FOR INSPECTION OF THE WORK AT THE APPROPRIATE TIME. A) ALL CONCRETE,INCLUDING REBAR PLACEMENT,FOR ALL CONCRETE THAT HAS A SPECIFIED 28 DAY STRENGTH GREATER THAN 2500 PSI (UNO). B) WELDING: 1. ALL HOP WELDING NOT PERFORMED IN A SHOP THAT IS REGISTERED AND APPROVED BY THE GOVERNING BUILDING OFFICIAL. 2-ALL FIELD WELDING,INCLUDING THE WELDING OF REINFORCING BARS. C) INSTALLATION OF ALL A325 AND A490 HIGH STRENGTH BOLTS (UNO). D) MASONRY: 1. ALL CONSTRUCTION USING CONCRETE MASONRY UNITS WITH A SPECIFIED STREGTH GREATER THAN 1500 PSI (UNO). 2. ALL CONSTRUCTION USING CLAY MASONRY UNITS WITH A SPECIFIED STRENGTH GREATER THAN 2600 PSI (UNO) 3. ALL MASONRY DESIGNED UTILIZING FULL ALLOWABLE STRESSES AS INDICATED ON THE PLANS AND DETAILS. E) INSTALLATION OF ALL ANCHORS OR FASTENERS EMBEDDED INTO CONCRETE OR MASONRY USING EPOXY ADHESIVE. F) ALL WORK INDICATED ON THE PLANS OR DETAILS TO HAVE A SPECIAL INSPECTION. G) NAILING OF WOOD SHED PANELS & DIAPHRAGMS W/NAILING =< 4" O.C.2-THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGNED DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,STRUCTURAL ENGINEER AND THE OWNER.ALL DSICREPENCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED TO THE STRUCTURAL ENGINEER AND THE BUILDING OFFICIAL.3-THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO THE BEST OF THE SPECIAL INSPECTORS KNOWLEDGE,IN COMPLIANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC/CBC.FASTENING SCHEDULE:NAILING SCHEDULE: (IN COMPLIANCE WITH TABLE 2304.10.1 OF THE 2023 CBC)CONNECTIONFASTENINGLOCATION1. BLOCKING BETWEENCEILING JOISTS,RAFTERS OR TRUSSESTO TOP PLATE OROTHER FRAMINGBELOW3-8d common (2 1/2" x 0.131"); or3-10d box (3" x 0.128"); or3-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crownEACH END TOENAIL1. BLOCKING BETWEENRAFTER OR TRUSSNOT AT THE WALLTOP PLATE,TORAFTER OR TRUSS2-8d common (2 1/2" x 0.131"); or2-3" x 0.131" nails2-3" 14 guage staples

EACH END TOENAIL
2-16d common (3 1/2" x 0.162"); 3-3" x 0.131" nails3-3" 14 guage staplesFLAT BLOCKING TOTRUSS AND WEBFILLER16d common (3 1/2" x 0.162") @ 6" o.c.3" x 0.131 nails @ 6" o.c.3" x 14 guage staples @ 6" o.c.FACE NAIL2. CEILING JOISTS TOTOP PLATE3-8d common (2 1/2" x 0.131"); or3-10d box (3" x 0.128"); or3-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crownEACH JOIST TOENAIL3. CEILING JOISTS NOTATTACHED TOPARALLEL RAFTER,LAPS OVER PARTITIONS(NO THRUST)(SEE SECTION 2308.7.3.1TABLE 2308.7.3.1)3-16d common (3 1/2" x 0.162"); or4-10d box (3" x 0.128"); or4-3" x 0.131" nails; or4-3" 14 guage staples, 7/16" crownFACE NAIL4. CEILING JOISTS NOTATTACHED TOPARALLEL RAFTER,(HEEL JOINT)(SEE SECTION 2308.7.3.1TABLE 2308.7.3.1)Per Table 2308.7.3.1FACE NAIL5. COLLAR TIE TORAFTERFACE NAIL3-10d common (3" x 0.148"); or4-10d box (3" x 0.128"); or4-3" x 0.131" nails; or4-3" 14 guage staples, 7/16" crown FASTENING SCHEDULE: (CONT.)NAILING SCHEDULE: (IN COMPLIANCE WITH TABLE 2304.10.1 OF THE 2023 CBC)CONNECTIONFASTENINGLOCATION6. RAFTER OR ROOFTRUSS ON TOP PLATE(SEE SECTION 2308.7.5TABLE 2308.7.5)3-10d common (3" x 0.148"); or3-16d box (3 1/2" x 0.135"); or4-10d box (3" x 0.128") nails; or4-3" 14 guage staples, 7/16" crownTOE NAIL7. ROOF RAFTERS TORIDGE VALLEY ORHIP RAFTERS;ORROOF RAFTER TO 2 INCH RIDGE BEAM2-16d common (3 1/2" x 0.162"); or3-10d box3" x 0.128`" nails or3-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crown; orEND NAIL3-10d common (3 1/2" x 0.148"); or3-16d box 3 1/2" x 0.135"); or4-10d box (3" x 0.128"); or4-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crown8. STUD TO STUD(NOT AT BRACEDWALL PANELS)16d common (3 1/2" x 0.162")24" O.C.FACE NAIL9. STUD TO STUD ANDABUTTING STUDS ATINTERSECTING WALLCORNERS (AT BRACEDWALL PANELS)16d common (3 1/2" x 0.162"); or16" O.C. FACE NAIL10.BUILT-UP HEADER(2" TO 2" HEADER)16d common (3 1/2" x 0.162"); or16" O.C. EACH EDGE,FACE NAIL11.CONTINUOUSHEADER TO STUD4-8d common ( 2 1/2" x o.131"); or4-10d box (3" x 0.128")TOE NAIL12.TOP PLATE TO TOP PLATE16" O.C. FACE NAIL16d common (3 1/2' x 0.162");or TOE NAIL10d box (3"X0.128"); or3" x 0.131" nails or3" x 14 guage staples 7/16" crown16d box (3 1/2" x 0.135"); or12" O.C. FACE NAIL16d box (3 1/2" x 0.135"); or12" O.C. FACE NAIL16d box (3 1/2" x 0.135")16" O.C. EACH EDGE,FACE NAIL10d box (3" x 0.128"); or3" x 0.131" nails; or3" 14 guage staples,7/16" crown12" O.C. FACE NAIL13. TOP PLATE TOTOP PLATE,AT ENDJOINTS 8-16d common (3" x 0.162"); or12-10d box (3" x 0.128"); or12-3" x 0.131" nails; or12-3" 14 guage staples, 7/16" crownEACH SIDE OF END JOINT,FACE NAIL(MINIMUM 24" LAP SPLICELENGTH EACH SIDE OF END JOINT)14. BOTTOM PLATE TOJOIST,RIM JOISTS,BANDJOISTS OR BLOCKING(NOT AS BRACED WALLPANELS)16d common (3 1/2" x 0.162") or16" O.C.FACE NAIL16d box (3 1/2"X0.135"); or3" x 0.131" nails or3" x 14 guage staples 7/16" crown12" O.C.FACE NAIL15. BOTTOM PLATE TOJOIST,RIM JOIST,BOND JOIST OR BLOCKING ATBRACED WALL PANELS2-16d common (3 1/2" x 0.162"); or3-16d box (3 1/2" x 0.135"); or4-3" x 0.131" nails; or4-3" 14 guage staples, 7/16" crown16" O.C. FACE NAIL16. STUD TO TOP ORBOTTOM PLATE4-8d common (2 1/2" x 0.131"); or4-10d box (3" x 0.128"); or3-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crown; orTOE NAIL2-16d common (3 1/2" x 0.162"); or3-10d box 3" x 0.128"; or3-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crownEND NAIL17. BOTTOM PLATE TOJOIST,RIM JOIST,BOND JOIST OR BLOCKING ATBRACED WALL PANELS2-16d common (3 1/2" x 0.162"); or3-16d box (3 1/2" x 0.135"); or4-3" x 0.131" nails; or4-3" 14 guage staples, 7/16" crownEND NAIL18. TOP PLATES,LAPSAT CORNERS ANDINTERSECTIONS2-16d common (3 1/2" x 0.162"); or3-10d box (3" x 0.128"); or3-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crownFACE NAIL19. 1" BRACE TO EACHSTUD AND PLATE2-8d common (2 1/2" x 0.131"); or2-10d box (3" x 0.128"); or2-3" x 0.131" nails; or2-3" 14 guage staples, 7/16" crownFACE NAIL20. 1" x 6" SHEATHING TO EACH BEARING2-8d common (2 1/2" x 0.131"); or2-10d box (3" x 0.128")FACE NAIL21. 1" x 8" AND WIDERSHEATHING TO EACHBEARING3-8d common (2 1/2" x 0.131"); or2-10d box (3" x 0.128")FACE NAIL22. JOISTS TO SILL,TOPPLATE,OR GIRDER3-8d common (2 1/2" x 0.131"); or floor3-10d box (3" x 0.128"); or3-3" x 0.131" nails; or3-3" 14 guage staples, 7/16" crownTOE NAIL23. RIM JOIST,BAND JOIST,OR BLOCKING TOTOP PLATE,SILL OROTHER FRAMING BELOW8d common (2 1/2" x 0.131"); or 10d box (3" x 0.128"); or3" x 0.131" nails; or3" 14 guage staples, 7/16" crown6" O.C. TOE NAIL24. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST2-8d common (2 1/2" x 0.131"); or 2-10d box (3" x 0.128"); FACE NAIL25.2" SUBFLOOR TOJOIST OR GIRDER2-16d common (3 1/2" x 0.162") FACE NAIL26.2" PLANKS (PLANK &BEAM-FLOOR & ROOF)2-16d common (3 1/2" x 0.162") EACH BEARING,FACE NAIL27. BUILT-UP GIRDERSAND BEAMS,2" LUMBERLAYERS20d common (4" x 0.192") EACH BEARING,FACE NAIL10d box (3" x 0.128"); or3" x 0.131" nails; or3" 14 guage staples,7/16" crown 24" O.C. FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDESAnd:2-20d common (4" x 0.192"); or3-10d box (3" x 0.128") ; or3-3" x 0.131" nails;or3" 14 guage staples,7/16" crown ENDS AT EACH SPLICE,FACE RAIL28. LEDGER STRIPSUPPORTING JOISTSOR RAFTERS3-16d common (3 1/2" x 0.162"); or 4-10d box (3" x 0.128"); or4-3" x 0.131" nails; or4" 14 guage staples, 7/16" crownEACH JOIST OR RAFTER,FACE NAILPermit Application Number:Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A102.70General Construction Notes.4Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 222 of 410 Exterior Lighting (Sconces)Garage DoorHome Depot LightingDynamic Garage Doors Home Material Selections
Exterior Wall Color SelectionsBehr Paint CompanyExterior & Interior DoorsExterior Door-Home Depot Sliding Windows-Arched Type Are Custom Orders (Jeld Wen) 5REV.

StuccoWallExteriorTrimConcreteTiledRoof
StuccoWallExteriorTrimSpanishClayTiledRoofStuccoWallExteriorTrimConcreteTiledRoof Interior Doors
Exterior Doors
Sliding Door-(Jeld Wen)

ABCDEFGHJ
KK
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A102.80Home Material And Equipment SelectionsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 223 of 410 C.L.

C.L.

C.L.

North
Model A1
Model AModel FModel D
9 HomeModels Req.

Model D1Model E1Model A1Model A1Model D1Model E1Model A1Model A1Model D1Model E1Model FModel D1Model CModel DModel A1Model BModel A1Model B Model BModel A1Model BModel A1Model BCherry Street
Model BModel FModel BModel FModel B
Model BModel A1
Model FModel FModel FModel FModel FModel FModel FModel FModel F38' - 0"40' - 6 1/4" 38' - 8"
40' - 0"38' - 0"
40' - 5"38' - 0"
35' - 1"39' - 8"39' - 8"38' - 10"55' - 5"55' - 5"56' - 6 5/32"56' - 6 5/32"49' - 5" 35' - 1"49' - 5"44' - 11"44' - 11"38' - 8"38' - 10"35' - 1"35' - 1"49' - 5"38' - 0"55' - 5"40' - 0"55' - 5"40' - 0"55' - 5" 40' - 6 1/4"39' - 8"35' - 1"49' - 5"
49' - 5"44' - 11"DrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDriveway Driveway
38' - 0"38' - 0"39' - 8"DrivewayDriveway
44' - 11"44' - 11"Driveway38' - 0"39' - 8"38' - 0"38' - 0"39' - 8"38' - 0"39' - 8"DrivewayDrivewayDrivewayDriveway44' - 11" 44' - 11"44' - 11"DrivewayDrivewayDrivewayDriveway
35' - 1"49' - 5"35' - 1"49' - 5"35' - 1"49' - 5"35' - 1"49' - 5"35' - 1"49' - 5"35' - 1"49' - 5"35' - 1"49' - 5"35' - 1"49' - 5"35' - 1"49' - 5"DrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDriveway 38' - 0"39' - 8"38' - 0"39' - 8"38' - 0"55' - 5"38' - 0"55' - 5"38' - 0"55' - 5" Driveway38' - 0"56' - 6 5/32"38' - 0"56' - 6 5/32"38' - 0"56' - 6 5/32"38' - 0"39' - 8"38' - 0"39' - 8" DrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDrivewayDriveway 39' - 8"44' - 11"
DrivewayC.L.

C.L.

Lot 4Lot 5Lot 6Lot 7Lot 8Lot 9Lot 10Lot 11Lot 12Lot 13Lot 14Lot 15Lot 16Lot 17Lot 18Lot 19Lot 20Lot 21Lot 22Lot 23 Lot 24Lot 25Lot 26Lot 27Lot 28Lot 29Lot 30Lot 31
Lot 32Lot 33Lot 34Lot 35Lot 36Lot 37Lot 38Lot 39Lot 40Lot 41Lot 42Lot 43Lot 44Lot 45Lot 46Lot 47Lot 48 Apple Lane
Cherry Street
Model A1
Model F
Model BPark & RecreationsCommunity Use Area
39' - 11 15/32"
21' - 8 11/32"36' - 6 11/32"
25' - 11 5/16"34' - 5 11/32"
25' - 2 5/32"34' - 5 11/32"
28' - 9 11/16"
Cul-De-Sac
Cul-De-Sac
1642Model F-2476 Sq. Ft.

Model E-2439 Sq. Ft.

Model D-2428 Sq. Ft.

Model C-2252 Sq. Ft.Model B-2194 Sq. Ft.

Model A1-2185 Sq. Ft.

Model E1-2295 Sq. Ft.

Model D1-2310 Sq. Ft.

Model A-2237 Sq.Ft.Qty. 1Qty. 11
Qty. 9Qty. 1
Qty. 3Qty. 4
Qty. 2Qty. 3
Qty. 14
1642Model D1
44' - 11"
Model A1642
1642

78.51'89.48'96.00'99.54'99.51'99.48'99.45'92.69'122.54'

48.11'48.01'49.01'51.50'48.01'48.01'48.01'48.01'48.01'48.01'48.01'47.61'47.61'47.61'47.61'47.61'47.61'23.67'39.92'

92.31'72.31'20.00'110.65'23.85'28.64'84.75'91.34'94.65'94.65'94.65'94.65'94.65'130.62'29.66'47.77'47.72'48.78'90.76'68.45'36.20'48.01'48.01'48.01'48.08'48.76'48.06'48.06'47.09'79.17'97.07'77.67'92.41'96.91'96.91'96.91'78.79'28.00'50.60'50.60'50.60'97.00'96.81'96.81'96.81'89.50'88.48'91.25'48.42'48.06'48.06'48.06'30.08'

81.01'528' - 11 17/32"
493' - 6 1/8"
34' - 5 11/32"
34' - 5 11/32"34' - 5 11/32"34' - 5 11/32"46.31'49.56'50.70'92.32'46.03'46.17'45.88'46.5'52.84'52.67'4596 Sq. Ft.4565 Sq. Ft.4560 Sq. Ft.4560 Sq. Ft.4564 Sq. Ft.4543 Sq. Ft.4556 Sq. Ft.4569 Sq. Ft.4592 Sq. Ft.39' - 8"Driveway24' - 9"

77.61'51.22'97.44'68.16'51.01'50.58'61.68

63.96'100.04100.13100.1396.4181.33'109.19'41.16'67.84'47.77'47.77'90.58' 5' - 0 21/32"7' - 9 23/32"7' - 2 7/8"5' - 7 3/8"5' - 5 21/32"5' - 5 5/32"5' - 8 1/2"7' - 6 1/4"9' - 0 13/32" 5' - 0"5' - 3 1/4"5' - 3 1/4"5' - 0 21/32"5' - 0"5' - 0"5' - 0"5' - 0 1/16"5' - 5 13/16"5' - 0"6' - 4 3/32"5' - 0"7' - 0"5' - 0"6' - 3 25/32"5' - 1 7/32"5' - 1 9/32"5' - 1 9/32"5' - 1 9/32"5' - 1 9/32"5' - 0"5' - 1 9/32"5' - 1 9/32"5' - 1 9/32"5' - 0"5' - 0"5' - 1 15/16"5' - 0 31/32" 6' - 3 5/8"5' - 3 3/16"6' - 4 17/32"6' - 6 17/32"6' - 3 5/8"6' - 6 17/32" 5' - 1 7/16"5' - 5 13/16"37' - 6 5/32"5' - 6 27/32"37' - 6 5/32"37' - 6 5/32"37' - 6 5/32"37' - 6 5/32" 37' - 6 5/32"37' - 6 5/32"
37' - 6 5/32"37' - 6 5/32"37' - 6 5/32"
38' - 0"673' - 2 3/4"

51.33'21.41'45.88'46.17'46.03'

50.52'50.52'46.59'48.91'94.65'
5' - 0"5' - 0"5' - 1 21/32"5' - 9 5/32"5' - 1 13/32"82.32' General Notes:1-Trash Service Will Be Provided Via Individual Residential CurbsideCollection.2-All Utilities Shall Be Coordinated With The Service Providers(IID,IWA,CVWD,So CAL Gas,Spectrum/Frontier) Prior To Improvement PlanApproval.3-Apple Lane,Peach Lane,And Connected Drives Are Private Streets.4-All Private Streets,Common Areas,And Drainage Facilities Will Be OwnedAnd Maintained By The Homeowners Association.Balcony Balcony
BalconyBalconyBalconyBalconyBalconyBalconyBalconyBalconyBalcony BalconyBalcony
Balcony
Balcony
Sect.A113
Sect.A113Sect.A113Sect.A113
Existing Brick Wall
10' - 0"
10' - 0"10' - 0"10' - 0"Model E11642
U.S.P.S.MailboxesRev.11
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A103Proposed Plot Plan Model Home Layout Drought Tolerent Plans,ShrubsLandscapeYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014 C.L.

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Model E Model A1
Model A1Model FModel E
40' - 5"
56' - 6 5/32"
40' - 5"
56' - 6 5/32"
35'
Driveway
Driveway
35' - 1"
49' - 5"
Driveway
38' - 0"39' - 8"
52' - 3 5/32"38' - 0"
39' - 8"Driveway
DrivewayLot 1
Lot 2
Lot 3
Lot 49
Lot 51Lot 52
Peach Lane
83550 Avenue 50
39' - 11 15/32"
76' - 10 13/16"
20' - 10 1/16"
356' - 8 5/8"Scale: 1"=30'-0"C.L.

ADU
ADU
ADU
ADU Cul-De-Sac

48.01'48.01'45.31'

47.61'47.61'

94.65'

94.65'

94.65'

15.53'
5' - 0"

77.61'102.23'

69.45'

86.12'

46.80'51.21'
126.16'5' - 5"5' - 3 13/32"
7' - 7 1/16"
8' - 9 3/16"
5' - 0"
5' - 0"
8" Masonry Blk Wall8" Masonry Blk Wall Frontal Block WallRefer To Sht. A 103.10 Infiltration BasinModel A138'-0"
39'-8"Driveway

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 224 of 410 1642BalconyAAA5' - 0"2' - 0"8' - 10"4' - 9 1/2"2' - 9"
7' - 6"
7' - 0"C4O.H.19' - 8 3/4"0' - 7 3/4"3' - 0"
612 612512
Ridge24' - 0 1/2"76 5342211111 888 1642
7' - 0"5' - 0"2' - 0"3' - 0"3' - 2"4' - 10"2' - 0"8' - 10"5' - 0"2' - 6 1/2"6' - 8" 0' - 7 3/4"3' - 0"
CO.H.1FGG4
712512
Style A-175 432222111 777
Style A 1642FGG4O.H.1
0' - 7 3/4"
7' - 0"6' - 8"5' - 0"2' - 6 1/2"8' - 10"5' - 0"2' - 0"
3' - 7 3/16"4' - 6"
3' - 0"
612612212
Style B7754 32 22111 77 7
Ridge23' - 4 3/4"
Ridge23' - 4 3/4"
1642BalconyO.H.1F GG4
24' - 0 1/2"19' - 4 1/2"7' - 0"0' - 7 3/4"3' - 0"2' - 0"5' - 0"1' - 7 1/2"5' - 7"5' - 0"2' - 0"8' - 10" 5' - 0"2' - 6 1/2"
3' - 0"
312512
Style C7653432221 11 88 Balcony16429' - 8 3/4"3' - 0"4' - 9 1/2"2' - 9 1/2" 3' - 0"4' - 4"7' - 0"3' - 0"5' - 4"7' - 1"8' - 10"3' - 0" CO.H.14B
24' - 0 1/2"19' - 4 1/2"512312CStyle D76534 222221 1188 88 16424' - 0"3' - 0"4' - 4" 4' - 11"2' - 0"5' - 7"1' - 8"9' - 8 3/4"24' - 0 1/2"19' - 4 1/2"0' - 7 3/4" CO.H.147' - 1"8' - 10"3' - 0"
7' - 0"BJ 412412
Style D17543 2222221 117 7 777
1642
7' - 0"6' - 8"5' - 0"2' - 7"3' - 0"4' - 7"5' - 0"4' - 0" 24' - 0 1/2"19' - 4 1/2"0' - 7 3/4"3' - 0"8' - 10"O.H.1GG4D412412512 Style E-176534 22222 111 18 888881642
7' - 0"6' - 8"5' - 0"2' - 0"4' - 0"4' - 1"
5' - 0"2' - 7"8' - 10"3' - 0"5' - 0"2' - 0"24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0"O.H.1G4D512412312312GStyle E765342 2211111 888888 16427' - 0"7' - 0"3' - 0"3' - 10" 3' - 0"8' - 10"5' - 0"2' - 0"24' - 0 1/2"19' - 4 1/2"3' - 0" ACCO.H.14B
412312412
Style F7653422 2211 1
2' - 0"5' - 0"A 777 77
9' - 8 3/4"
Eave18' - 8 3/4"
8' - 4 1/4"9' - 8 1/4"0' - 8"
9' - 8 1/4"0' - 8"8' - 1 1/4"
9' - 8 1/4"0' - 8"
8' - 1 1/4"6' - 8"
9' - 0 1/4"
2' - 0"5' - 0"2' - 0"
5' - 0"2' - 0"
10' - 4 1/4"8' - 1 1/4"
18' - 8 1/4"
Rev.4
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A103.10Development Facades (9)Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 225 of 410 Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A103.20Plot Plan Model Home Layout (Colorized)Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

INFILTRATION
BASIN

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 226 of 410 Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A103.30Home Elevations (Colorized)Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 227 of 410 Driveway40' - 6 1/4"
39' - 8"Driveway1st Floor-1176 Sq. Ft2nd Floor-1061 Sq. FtGarage-364 Sq. FtTotal -2,237 Sq. Ft.Habitable AreaModel A11st Flr.: 1,032 Sq. Ft.2nd Flr.: 1,153 Sq. Ft.Total: 2,185 Sq. Ft.Habitable AreaGarage: 335 Sq. Ft.Model A DedicationPrimaryEntrance
PrimaryEntrance
1% Slope
1% Slope
1% SlopeLandscape
Landscape
Landscape
Landscape
Landscape
2 StoryClay Tile RoofWood StructureStucco Exterior
2 StoryClay Tile RoofWood StructureStucco ExteriorAttached2 Car GarageAttached2 Car Garage Property Line
Property LineProperty Line
Property Line
Property Line
Property Line
Property LineProperty Line
Property Line
Dedication
147.05° 90.39°

91.04°106.29°166.00° 90.00° 90.00°

89.79°90.21°
1' - 0"1' - 0" 1' - 0"1' - 0"
1' - 0"1' - 0"1' - 0"1' - 0"4:124:123:122:127:124:122:127:125:12 2:121:121:122:122:123:124:124:12
5:125:125:125:12
7:125:12
5:127:12 6:12
4:124:126:12 6:123:12
Lot 38 Lot 30Apple Lane
Cherry Street
(E) CENTER LINE OF RIGHT OF WAY(E) PROPERTY LINE (ORIGINAL)PROPOSED 5" PUBLIC WALKWAY (DEDICATION) AREA MAIN ENTRANCE (PROPOSED)6" CONCRETE CURB (PROPOSED) IMPERVIOUS DRIVEWAY (PROPOSED)TRASH BINSLANDSCAPE AREA (PROPOSED)FIRE HYDRANT (PROPOSED)WATER METER (PROPOSED) 1 LEGEND0.2%/0.5% SLOPE DRAINAGE FLOWS C.L.CENTER LINE
2345678
APPROX.000 FT.9GRAVEL BAG BERM EROSION CONTROL
GAS METER (PROPOSED)MAIN AND SUB ELECTRICAL PANELS (PROPOSED)FRUIT TREES (PROPOSED)6" X 6'-0" HEIGHT VINYL PRIVACY FENCE (PROPOSED)PATIO COVER (PROPOSED)WATER HOSE BIBB (PROPOSED)GUTTER AND DOWNSPOUTS (PROPOSED)A.C. COMPRESOR-PAD5% SLOPE LANDSCAPE-PERIMETER AT STRUCTURE2 STORY -ADDITIONAL DWELLING UNIT-(1200 SQ. FT.) 11121314151617

FIRE HYDRANT
REFERENCE NOTES:
3 467
83 4
5 6
7 8
88 10
11 1213 17
9 12
1% Slope
1819
18 10
11 9
910 20
20 5
8 813
1414
1414
14 14 14
14 14
14 14
15 15
16 1618
1919
19 1917
171717
1717
17 48.00'61.68'

68.45'36.20'86.34'

48.06'

48.06'

96.81'

97.00'38' - 0"Scale:3/16=1'-0" Scale:3/16"=1'-0"
PROPOSED:(2) STORY NEW DWELLING UNITS-HIP ROOF PROPERTY BUILDABLE AREA: MODEL A 7,038 SQ. FT.(NET)MODEL A1 4,546 SQ. FT.(NET) MODEL A&A1 BUILDING HEIGHT: 24'-0 1/2" HIP ROOFPROPOSED OCCUPANCY: RM COVERAGE SUMMARY:MODEL A FOOTPRINT AREA 1,176 SQ.FT.(13.0%)MODEL A1 FOOTPRINT AREA 1,032 SQ.FT. LANDSCAPE MODEL A 3,659 SQ.FT.(17.0%)LANDSCAPE MODEL A1 1,523 SQ. FT.DRIVEWAY MODEL A 833 SQ.FT.(25.0%) MODEL A1 383 SQ. FT.FLATWORK MODEL A 150 SQ.FT.(08.0%) MODEL A1 14 SQ. FT.DEDICATION MODEL A 159 SQ. FT. (0.0%) MODEL A1 441 SQ. FT.

ZONING SN-8AREA COVERAGESite Notes:1-All Drainage Shall Flow Away From The BuildingAnd Away From Adjacent Property Lines At Minimum5% Slope For The First 10 Ft. At Landscape Areas And Minimum 2% At Hardscaped Areas.CGBC 4.106.3 (CRC R 401.3). 2-Erosion Control Method Implemented On Site Is Straw Wattle Barrier System In Compliance with CGBC 4.106.23-All Exterior Landings Shall Not Be More Than 7.75Inches Lower Than The Top Of The Doors Threshold.CRC R 311.3.1 & R 311.3.24-ADU's Shown On Plan Shall Not Create SeperateLegal lots,Ownership Units,Or Modify The Total Unit Count 5%
5%5%
5% 5%5%5%
5%
Rev.16
5' - 0"5' - 0 21/32"
6' - 4 7/32"
6' - 6 1/16"
5' - 1 17/32"
34' - 8 1/2"
34' - 7 29/32" Porch
Porch
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A104 Site Plan-Model A & A1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 228 of 410 38' - 8"38' - 10"
Driveway
Model B44' - 11"
Driveway
Model C1st Floor-960 Sq. Ft2nd Floor-1292 Sq. FtGarage-394 Sq. FtTotal -2,252 Sq. Ft.Habitable Area1st Floor-1018 Sq. Ft2nd Floor-1176 Sq. FtGarage-418 Sq. FtTotal -2,194 Sq. Ft.Habitable Area PrimaryEntrancePrimaryEntrance
2 StoryClay Tile RoofWood StructureStucco Exterior2 StoryClay Tile RoofWood StructureStucco ExteriorAttached2 Car GarageAttached2 Car Garage 1% Slope
1% Slope1% Slope
1% Slope
DedicationDedication
LandscapeLandscape
Landscape
Property LineProperty Line
Property Line
Property Line
Property Line
Property Line
Property Line

90.00°

89.89°

90.00° 49.43°
1' - 0"1' - 0"
1' - 0" 1' - 0" 1' - 0"
1' - 0"1' - 0"1' - 0"
1' - 0"1' - 0"1:121:127:121:122:126:12
5:125:12
6:12
1:12
7:121:126:122:123:123:125:122:122:125:12
Lot 31 Lot 42
Cherry StreetApple Lane10
11 12
13 15
9 3
4 67
8 (E) CENTER LINE OF RIGHT OF WAY(E) PROPERTY LINE (ORIGINAL)PROPOSED 5" PUBLIC WALKWAY (DEDICATION) AREA MAIN ENTRANCE (PROPOSED)6" CONCRETE CURB (PROPOSED) IMPERVIOUS DRIVEWAY (PROPOSED)TRASH BINSLANDSCAPE AREA (PROPOSED)FIRE HYDRANT (PROPOSED)WATER METER (PROPOSED) 12345678
GAS METER (PROPOSED)MAIN AND SUB ELECTRICAL PANELS (PROPOSED)FRUIT TREES (PROPOSED)6" x 6'-0" HEIGHT VINYL PRIVACY FENCE (PROPOSED)PATIO COVER (PROPOSED)WATER HOSE BIBB (PROPOSED)GUTTER AND DOWNSPOUTS (PROPOSED)A.C. COMPRESOR-PAD5% SLOPE LANDSCAPE-PERIMETER AT STRUCTURE2 STORY -ADDITIONAL DWELLING UNIT-(1200 SQ. FT.) 11121314151617
REFERENCE NOTES:
1819910 20
LEGEND0.2%/0.5% SLOPE DRAINAGE FLOWS C.L.CENTER LINE
APPROX.000 FT.9GRAVEL BAG BERM EROSION CONTROLFIRE HYDRANT 151515
7 133
3 37' - 6 5/32"
5 5 5
6 8 8
888 8
8 9 10
11 1214
14 14
14 14
1416
16 16
1618 18
19 19
19 19 19
1919
1919 17
1717171717
1737' - 6 5/32"

47.09'

30.08'

79.17'

97.00'97.44'
109.19'

81.33'Scale:3/16"=1'-0" Scale:3/16"=1'-0"
Site Notes:1-All Drainage Shall Flow Away From The BuildingAnd Away From Adjacent Property Lines At Minimum5% Slope For The First 10 Ft. At Landscape Areas And Minimum 2% At Hardscaped Areas.CGBC 4.106.3 (CRC R 401.3). 2-Erosion Control Method Implemented On Site Is Straw Wattle Barrier System In Compliance with CGBC 4.106.23-All Exterior Landings Shall Not Be More Than 7.75Inches Lower Than The Top Of The Doors Threshold.CRC R 311.3.1 & R 311.3.2.4-ADU's Shown On Plan Shall Not Create SeperateLegal Lots,Ownership Units,Or Modify The Total Unit Count. 5%
5%5%5% 5%
5%
5%
5%5%
PROPOSED:(2) STORY NEW DWELLING UNITS-HIP ROOF PROPERTY BUILDABLE AREA: MODEL B 4,502 SQ. FT.(NET)MODEL C 5,084 SQ. FT.(NET) MODEL B&C BUILDING HEIGHT: 24'-0 1/2" HIP ROOFPROPOSED OCCUPANCY: RM COVERAGE SUMMARY:MODEL B FOOTPRINT AREA 1,018 SQ.FT.(13.0%)MODEL C FOOTPRINT AREA 960 SQ.FT. LANDSCAPE MODEL B 2,511 SQ.FT.(17.0%)LANDSCAPE MODEL C 3,464 SQ. FT.DRIVEWAY MODEL B 424 SQ.FT.(25.0%) MODEL C 440 SQ. FT.FLATWORK MODEL B 82 SQ.FT.(08.0%) MODEL C 56 SQ. FT.DEDICATION MODEL B 467 SQ. FT. (0.0%) MODEL C 164 SQ. FT.

ZONING SN-8AREA COVERAGERev.16
6' - 2 5/8"
6' - 4 3/32"5' - 6 27/32"5' - 0"
32' - 2 3/8"
12' - 2 5/32"
Model C
BalconyPorch
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A105 Site Plan Model B & CYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 229 of 410 38' - 0"
55' - 5"
Driveway
40' - 0"Driveway
Model D
51' - 7"
1st Floor-1208 Sq. Ft2nd Floor-1220 Sq. FtGarage-350 Sq. FtTotal -2,428 Sq. Ft.Habitable Area Model D11st Flr.: 1,153 Sq. Ft.2nd Flr.: 1,157 Sq. Ft.Total: 2,310 Sq. Ft.Habitable AreaGarage: 342 Sq. Ft.Property Line Property Line
Property Line
Property Line
Property Line
Property Line
Property Line
Property LineProperty Line1% Slope
1% Slope1% Slope
1% Slope
2 StoryClay Tile RoofWood StructureStucco Exterior
2 StoryClay Tile RoofWood StructureStucco Exterior
Attached2 Car Garage
Attached2 Car Garage
PrimaryEntrance
PrimaryEntrance
Landscape
Landscape
Landscape
DedicationDedication
136.47°
130.41°
135.00° 91.82°

87.02°
1' - 0"
1' - 0"
1' - 0"
1' - 0"1' - 0"
0' - 1"
0' - 1"
1' - 0"1' - 0"1' - 0"1' - 0"5:123:12
3:125:12 4:125:123:12
3:123:123:122:122:12
4:123:123:125:123:12
4:124:125:124:12
4:124:12
Lot 40
Lot 41Apple Lane
Apple Lane
(E) CENTER LINE OF RIGHT OF WAY(E) PROPERTY LINE (ORIGINAL)PROPOSED 5" PUBLIC WALKWAY (DEDICATION) AREA MAIN ENTRANCE (PROPOSED)6" CONCRETE CURB (PROPOSED) IMPERVIOUS DRIVEWAY (PROPOSED)TRASH BINSLANDSCAPE AREA (PROPOSED)FIRE HYDRANT (PROPOSED)WATER METER (PROPOSED) 12345678
GAS METER (PROPOSED)MAIN AND SUB ELECTRICAL PANELS (PROPOSED)FRUIT TREES (PROPOSED)6" X 6'-0" HEIGHT VINYL PRIVACY FENCE (PROPOSED)PATIO COVER (PROPOSED)WATER HOSE BIBB (PROPOSED)GUTTER AND DOWNSPOUTS (PROPOSED)A.C. COMPRESOR-PAD5% SLOPE LANDSCAPE-PERIMETER AT STRUCTURE2 STORY -ADDITIONAL DWELLING UNIT-(1200 SQ. FT.) 11121314151617
REFERENCE NOTES:
1819910 20
LEGEND0.2%/0.5% SLOPE DRAINAGE FLOWS C.L.CENTER LINE
APPROX.000 FT.9GRAVEL BAG BERM EROSION CONTROLFIRE HYDRANT 10 11
12 1314 1516
179
19 3
4 5
67 8
13 13
37' - 0"
38' - 0"40' - 0"
37' - 0"
3 4
5 6
7 8
888
8 8
8910 11
1214 14
14 14
1414
14 14 15
15 15
15 16
16 16
18 18
19 19
19 19
19 19
19 17 17
171717
17 1717
171717

90.58'

41.16'

67.84'52.35'

41.16'

67.84'68.16'

48.78'109.19'Scale:3/16"=1'-0"
Scale:3/16"=1'-0"

93.11°
Site Notes:1-All Drainage Shall Flow Away From The BuildingAnd Away From Adjacent Property Lines At Minimum5% Slope For The First 10 Ft. At Landscape Areas And Minimum 2% At Hardscaped Areas.CGBC 4.106.3 (CRC R 401.3). 2-Erosion Control Method Implemented On Site Is Straw Wattle Barrier System In Compliance with CGBC 4.106.23-All Exterior Landings Shall Not Be More Than 7.75Inches Lower Than The Top Of The Doors Threshold.CRC R 311.3.1 & R 311.3.2.4-ADU's Shown On Plan Shall Not Create SeperateLegal Lots,Ownership Units,Or Modify The TotalUnit Count. 5%5%
5%5%5%
5%5%5%
5%5%5%
PROPOSED:(2) STORY NEW DWELLING UNITS-HIP ROOF PROPERTY BUILDABLE AREA: MODEL D 4,583 SQ. FT.(NET)MODEL D1 6,145 SQ. FT.(NET) MODEL D&D1 BUILDING HEIGHT: 24'-0 1/2" HIP ROOFPROPOSED OCCUPANCY: RM COVERAGE SUMMARY:MODEL D FOOTPRINT AREA 1,208 SQ.FT.(13.0%)MODEL D1 FOOTPRINT AREA 1,153 SQ.FT. LANDSCAPE MODEL D 2,559 SQ.FT.(17.0%)LANDSCAPE MODEL D1 4,000 SQ. FT.DRIVEWAY MODEL D 391 SQ.FT.(25.0%) MODEL D1 650 SQ. FT.FLATWORK MODEL D 246 SQ.FT.(08.0%) MODEL D1 97 SQ. FT.DEDICATION MODEL D 179 SQ. FT. (0.0%) MODEL D1 245 SQ. FT.

ZONING SN-8AREA COVERAGE
Rev.16
7' - 9 1/4"
5' - 0"
6' - 2 1/32"5' - 0"
6' - 3 7/32"
5' - 5 13/16"
23' - 5 29/32"
Porch
Porch
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A106 Site Plan Model D & D1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 230 of 410 40' - 5"
56' - 6 5/32"
38' - 0"
56' - 6 5/32"
Driveway
Model EModel E11st Flr.: 1,145 Sq. Ft.2nd Flr.: 1,150 Sq. Ft.Total: 2,295 Sq. Ft.Habitable AreaGarage: 410 Sq. Ft.1st Floor-1217 Sq. Ft2nd Floor-1222 Sq. FtGarage-439 Sq. FtTotal -2,439 Sq. FtHabitable AreaProperty Line Property Line
Property Line
Property LinePrimaryEntrance
2 StoryClay Tile RoofWood StructureStucco Exterior
1% Slope
1% Slope
Landscape
Landscape
DrivewayDedicationDedication
Property Line
Property Line
Property Line
Landscape
Landscape
1% Slope
1% Slope
2 StoryClay Tile RoofWood StructureStucco Exterior
Attached2 Car GarageAttached2 Car GaragePrimaryEntrance

74.93°
141.31°

89.90° 89.78°
0' - 1"1' - 0"
1' - 0"1' - 0"
1' - 0"1' - 0" 1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"0' - 1" 5:125:123:124:123:123:124:125:12
5:12
5:125:12
3:123:12
3:123:124:124:125:125:125:12
5:121:125:125:124:124:12
Lot 12Lot 51
Peach LaneCherry Street(E) CENTER LINE OF RIGHT OF WAY(E) PROPERTY LINE (ORIGINAL)PROPOSED 5" PUBLIC WALKWAY (DEDICATION) AREA MAIN ENTRANCE (PROPOSED)6" CONCRETE CURB (PROPOSED) IMPERVIOUS DRIVEWAY (PROPOSED)TRASH BINSLANDSCAPE AREA (PROPOSED)FIRE HYDRANT (PROPOSED)WATER METER (PROPOSED) 12345678
REFERENCE NOTES:
910GAS METER (PROPOSED)MAIN AND SUB ELECTRICAL PANELS (PROPOSED)FRUIT TREES (PROPOSED)6" x 6'-0" HEIGHT VINYL PRIVACY FENCE (PROPOSED)PATIO COVER (PROPOSED)WATER HOSE BIBB (PROPOSED)GUTTER AND DOWNSPOUTS (PROPOSED)A.C. COMPRESOR-PAD5% SLOPE LANDSCAPE-PERIMETER AT STRUCTURE2 STORY -ADDITIONAL DWELLING UNIT-(1200 SQ. FT.) 11121314151617181920
10 1112
13 1415
16 9
19 3
4 567
8 LEGEND0.2%/0.5% SLOPE DRAINAGE FLOWS C.L.CENTER LINEAPPROX.000 FT.9GRAVEL BAG BERM EROSION CONTROLFIRE HYDRANT3 4 567
8 8 8
8 8
8910
11 12
13 13
13 14
14 1414 14
14 1414
14 14
16 16
1618 18191919 1919
1919
1517171717
1717
1717
17 Scale:3/16"=1'-0"71.45'

51.21'

46.86'

96.96' 49.01'110.65'

23.85'

84.75'
Scale:3/16"=1'-0" 79.31'
Site Notes:1-All Drainage Shall Flow Away From The BuildingAnd Away From Adjacent Property Lines At Minimum5% Slope For The First 10 Ft. At Landscape Areas And Minimum 2% At Hardscaped Areas.CGBC 4.106.3 (CRC R 401.3). 2-Erosion Control Method Implemented On Site Is Straw Wattle Barrier System In Compliance with CGBC 4.106.23-All Exterior Landings Shall Not Be More Than 7.75Inches Lower Than The Top Of The Doors Threshold.CRC R 311.3.1 & R 311.3.2.4-ADU's Shown OnPlan Shall Not Create SeperateLegal Lots,Ownership Units,Or Modify The TotalUnit Count. 5%5%5%5% 5%5%
5%5%
PROPOSED:(2) STORY NEW DWELLING UNIT-HIP ROOF PROPERTY BUILDABLE AREA: MODEL E 5,253 SQ. FT.(NET)MODEL E1 4,509 SQ. FT.(NET) MODEL E&E1 BUILDING HEIGHT: 24'-0 1/2" HIP ROOFPROPOSED OCCUPANCY: RM COVERAGE SUMMARY:MODEL E FOOTPRINT AREA 1,217 SQ.FT.(13.0%)MODEL E1 FOOTPRINT AREA 1,145 SQ.FT. LANDSCAPE MODEL E 3,325 SQ.FT.(17.0%)LANDSCAPE MODEL E1 2,548 SQ. FT.DRIVEWAY MODEL E 134 SQ.FT.(25.0%) MODEL E1 283 SQ. FT.FLATWORK MODEL E 255 SQ.FT.(08.0%) MODEL E1 231 SQ. FT.DEDICATION MODEL E 322 SQ. FT. (0.0%) MODEL E1 302 SQ. FT.

ZONING SN-8AREA COVERAGERev.16
7' - 7 1/16"
10' - 9 17/32" 5' - 0" 5' - 0"
15' - 0"14' - 11 15/16"
PorchPorch
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A107 Site Plan Model E & E1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 231 of 410 Model F
35' - 1"
49' - 5"
Driveway1st Floor-1251 Sq. Ft2nd Floor-1225 Sq. FtGarage-344 Sq. FtTotal -2,476 Sq. Ft.Habitable Area 2 StoryClay Tile RoofWood StructureStucco Exterior
1% Slope1% Slope
Property LineProperty LineLandscape
LandscapeLandscape
Dedication
Attached2 Car Garage
1' - 0"
1' - 0"1' - 0"0' - 1"1' - 0"1' - 0"
1' - 0"
1' - 0"5:124:124:125:125:124:124:123:123:123:123:12
Lot 37Apple Lane
44' - 1 1/4"(E) CENTER LINE OF RIGHT OF WAY(E) PROPERTY LINE (ORIGINAL)PROPOSED 5" PUBLIC WALKWAY (DEDICATION) AREA MAIN ENTRANCE (PROPOSED)6" CONCRETE CURB (PROPOSED) IMPERVIOUS DRIVEWAY (PROPOSED)TRASH BINSLANDSCAPE AREA (PROPOSED)FIRE HYDRANT (PROPOSED)WATER METER (PROPOSED) 12345678GAS METER (PROPOSED)MAIN AND SUB ELECTRICAL PANELS (PROPOSED)FRUIT TREES (PROPOSED)6" X 6'-0" HEIGHT VINYL PRIVACY FENCE (PROPOSED)PATIO COVER (PROPOSED)WATER HOSE BIBB (PROPOSED)GUTTER AND DOWNSPOUTS (PROPOSED)A.C. COMPRESOR-PAD5% SLOPE LANDSCAPE-PERIMETER AT STRUCTURE2 STORY -ADDITIONAL DWELLING UNIT-(1200 SQ. FT.) 11121314151617
REFERENCE NOTES:
10 11
12 13
14 15
1617
91819
18 19910
346 78
20 LEGEND0.2%/0.5% SLOPE DRAINAGE FLOWS C.L.CENTER LINEAPPROX.000 FT.9GRAVEL BAG BERM EROSION CONTROLFIRE HYDRANT 5 888 13
13 14
14 161919
19 17 17
1717
Scale:3/16"=1'-0"

77.67'97.07'
Site Notes:1-All Drainage Shall Flow Away From The BuildingAnd Away From Adjacent Property Lines At Minimum5% Slope For The First 10 Ft. At Landscape Areas And Minimum 2% At Hardscaped Areas.CGBC 4.106.3 (CRC R 401.3). 2-Erosion Control Method Implemented On Site Is Straw Wattle Barrier System In Compliance with CGBC 4.106.23-All Exterior Landings Shall Not Be More Than 7.75Inches Lower Than The Top Of The Doors Threshold.CRC R 311.3.1 & R 311.3.2.4-ADU's Shown On The Plan Shall Not Create SeperateLegal Lots,Ownership Units,Or Modify The Total UnitCount. 5%
5%5%
5% 5%
PROPOSED:(2) STORY NEW DWELLING UNIT-HIP ROOF PROPERTY BUILDABLE AREA: MODEL F 4,545 SQ. FT.(NET) MODEL F BUILDING HEIGHT: 24'-0 1/2" HIP ROOFPROPOSED OCCUPANCY: RM COVERAGE SUMMARY:MODEL F FOOTPRINT AREA 1,251 SQ.FT.(13.0%) LANDSCAPE MODEL F 2,592 SQ.FT.(17.0%)DRIVEWAY MODEL F 302 SQ.FT.(25.0%)FLATWORK MODEL F 118 SQ.FT.(08.0%)DEDICATION MODEL F 282 SQ. FT. (0.0%) ZONING SN-8AREA COVERAGE
Property Line82.32'14
Rev.16
5' - 3 7/16"5' - 5 13/16"
9' - 7 1/32"
BalconyPrimaryEntrance
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A108 Site Plan Model FYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 232 of 410 LOCAL CONTRACTOR LISTING-2720 Broken Feather Lane Development1-PRS Roofing Inc. 626-862-2049 9622 Lorica St. Rosemead Ca. 917702-A-Co Temporary Power 818-255-3560 13244 Raymer St. Valley Glen Ca. 916053-Pomona Stucco Solutions-909-784-1766 1600 E. Holt Ave. #27 Pomona Ca. 917674-Fanboys Window Factory 626-361-7134 10750 St. Louis Dr. El Monte Ca. 917315-Nichols Lumber & Hardware 626-960-4802 13470 Dalewood St. Baldwin Park Ca. 917066-H&Y Rbar Inc. 562-595-7444 3254 Cherry Ave. Long Beach Ca. 908077-United Site Services 800-864-538713714 Valley Blvd. City Of Industry Ca, 917468-TMC Windows &Doors 714-515-1226 1330 N. Glassell St. Suite J Orange Ca. 928679-Humbertos Garage Doors 909-632-5412 530 Washington Ave. Pomona Ca. 9176710-Home Depot Lighting Dept. (Exterior Wall Sconces) Doors And WindowsExterior LightingOverhead Door
Windows
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A109Model Home Exterior Roof,Door & Window,Overhead Types & LightingFixturesYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 233 of 410 37' - 4"DiningKit.Liv.Rm.UpCl.S.W.C.Shwr.Cl.Bed Rm.1R.R.2 Car GarageCl.S.LaundryD.W.W.H.Ref.RangeS.Pantry PrimaryEntranceEnt. MasterBed Rm.DnShwr.Shwr.Bed Rm.2
Bed Rm.3MasterR.R.W.I.C.LoftHall.2
Cl.

Cl.R.R.Hall.1 S.S.S.W.C.

W.C.
39' - 8"
32' - 6 1/4"3' - 6"
27' - 11"11' - 9"39' - 8"
4' - 6"32' - 6 1/4"3' - 6"
Driveway
13'6" x 17'1"
18'9" x 11'8"
7'6" x 13'10"15' x 10'
13' x 11'11'4" x 6'9"11'4 x 11'6"
18' x 18'4"9'11" x 12'10"Balcony1st Floor-1176 Sq. Ft2nd Floor-1061 Sq. FtGarage-364 Sq. FtTotal -2,237 Sq. FtHabitable AreaModel A1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" 15' - 8"2' - 6"15' - 11"2' - 6"3' - 1"5' - 9"3' - 0"0' - 9 31/32"6' - 0"2' - 9 9/32"3' - 0"5' - 6"3' - 0"2' - 8"1' - 0"2' - 6"11' - 2"2' - 6"8' - 11"3' - 0"8' - 3" 1' - 10"16' - 0"2' - 7"3' - 0"5' - 3"3' - 0"8' - 10 1/4" 5' - 0"2' - 6"8' - 4 3/32"3' - 0"3' - 11 1/2"3' - 0"2' - 11 1/32"3' - 0"7' - 11 3/8"1' - 3"3' - 0"6' - 6 1/8"3' - 0"6' - 3 7/8" 5' - 3"3' - 0"5' - 11"3' - 0"1' - 6"2' - 6"5' - 2"
1' - 8"3' - 0"5' - 10"3' - 0"3' - 6"2' - 6"16' - 6 1/4" 32B112B1112A4OH-1
15 11112 121
CDE1' - 6"AB 3' - 0"
AAAA
A
D
B B
B
AAAA

AA AAEC
7' - 6"6' - 8"
6' - 8"7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"2B2A13 54OH-15' - 0"4' - 0"2' - 6"6' - 0"6' - 8"2 7' - 1"DOOR SCHEDULE:WINDOW SCHEDULE:Door Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Window Tag #Window SizeWindow TypeWindow RemarkQty.2'6" x 5'0"13Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.

Vinyl 2 Pane Tempered Clear GlassSHGC0.56UFactor0.30A2'6" x 5'0"3Vinyl 2 Pane Tempered Clear Glass0.560.30B Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors ManufactuerManufactuerCVinyl 2 Pane Tempered Glass22'6" x 3'0"0.560.302A5'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid Wood. Sliding DoorDEVinyl 2 Pane Tempered Glass2'6" x 4'0"0.560.30Vinyl 2 Pane Tempered Glass3'0" x 1'6"0.560.30Vinyl Slider11 R.H.L.H.6'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick2 Pair122B4'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid CoreWd. Flush Panels32'6" x 6'8"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"1Pair1 3/4" ThickExterior Type-VinylFull Glass Panels5 WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____Interior Flush/Solid Wood Sliding DoorTMC Windows & Doors________R.H.L.H.L.H.____ C
5' - 0"5' - 0"3' - 0"2' - 6"3' - 0"4' - 0"2' - 6"2' - 6"Vinyl SliderVinyl SliderVinyl SliderVinyl Slider 12' - 5 1/4"11' - 0"
Alum.Roof
Access Panel
Color:Regent Grey2' - 6"3' - 0"
COS
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COSCOSCOSCO
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 111
111 1
222222223
3 33 33
332 222223 2 22 222222 222222
7' - 6"6' - 1"Porch4' - 10"
7' - 6"6' - 1"4' - 10"19' - 8"4' - 6"16' - 4 1/4"3' - 0"6' - 0" 2' - 4"15' - 2"20' - 10 1/4"13' - 4"
2' - 5"18' - 2"19' - 2"
2' - 4"18' - 2"8' - 2"11' - 0"
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A113 Floor Plan-Model AYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 234 of 410 North
ElevationScale: 3/32"=1'-0"
Grade7'-0"6'-0"Double Rows Of "Modular"BricksW/Metal TiesRebar Reinforced Block Wallw/ Stucco Coating On All SidesPaint Color "By owner"26" x 26" Sandstone Cap10"26"26"Staggered Stretcher Face Brick Rows W/ Concave Mortar JointsDepth Of FoundationAs Per Indio FrostFree Zone2'-6" 24"24"
Perimeter Exterior Brick And Concrete Wall (East & West)N.T.S.Sect.A 10'-0"10'-0"
2'-6"Rev.12
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A113.10Floor Plan & Elevations Of Main Entrance Gate & Masonry WallsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014 7' - 0"6' - 0"Estrella Estates8 3 5 5 0 Estrella Estates8 3 5 5 0 C.L. 83550 Avenue 50-Entrance
356' - 8 5/8"
Scale: 3/32"=1'-0"C.L.
8" Textured Masonry Block WallW/10" Wide Cap Limestone8" Textured Masonry Block WallW/10" Wide Limestone Cap C.L.

Plastic VerticallySlated Fence6'-0" Lengths
6' - 0"6' - 0"6' - 0" Plastic VerticallySlated Fence6'-0" Lengths6' - 0"6' - 0"6' - 0"

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 235 of 410 E-1 E-2
E-3 E-4Model A
Setback
Setback

A AABCB
5' - 0"6' - 0"4' - 11"2' - 0"3' - 0"3' - 2"5' - 0"2' - 0"9' - 8 3/4" 9' - 8 3/4"5' - 0"2' - 0"6' - 8"AA AAA5 D 3EAAB
9' - 8 3/4"4' - 0"3' - 2"5' - 0"2' - 7 1/2"1' - 6"5' - 0" 5' - 0"2' - 7 1/2"6' - 8"+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.0' - 7 3/4"24' - 0 1/2"19' - 4 1/2"+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.Ridge24' - 0 1/2"Eave19' - 4 1/2" +0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.19' - 4 1/2"
0' - 7 3/4"
0' - 7 3/4"3' - 0"
3' - 0"
3' - 0"
712512512
312412 712512
3' - 0"24' - 0 1/2"
Spanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionMetal Medallion W/Balcony RailingRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 7 77
Sconce Lighting7
2 22
2 22
2 2211
1111
1111
Gutter And Downspout8
8888 6
1642BalconyAAA5' - 0"2' - 0"8' - 10"4' - 9 1/2"2' - 9"
7' - 6"
7' - 0"C4O.H.19' - 8 3/4"0' - 7 3/4"3' - 0"
612 612512
Ridge24' - 0 1/2"76 5342211111 888
8' - 4 1/4"9' - 8 1/4"0' - 8"5' - 0"2' - 0"
5' - 0"2' - 0"
5' - 0"2' - 0"
Eave19' - 4 1/2"
8' - 4 7/8"10' - 4 1/4"
A A
AA

C CCC CC C

CC CCCC A

B BB B BBBB

BBBBB BBBBBB
Porch
Porch
K
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A114 Model A ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 236 of 410 40' - 6 1/4"
39' - 8"1st Floor-1176 Sq. Ft2nd Floor-1061 Sq. FtGarage-364 Sq. FtTotal -2,237 Sq. FtModel A PrimaryEntrance
2 StoryClay Tile RoofWood StructureStucco ExteriorAttached2 Car Garage1' - 0"1' - 0" 1' - 0"
1' - 0"1' - 0"5:125:125:125:12
7:125:125:127:126:124:12
4:12
6:12
6:123:12
1,760 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat Permit Application Number:Scale:1/4"=1'-0"
1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 1,760/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center. 2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent4 x 14 Vent At New EvePerimeter Of Bearing Wall RidgeRidgeRidgeAlum.GutterAlum.Gutter
Alum.GutterAlum.Gutter
Alum.GutterPorch
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A115 Model A Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 237 of 410 37' - 4"DiningKitchenLiv.Rm.UpCl.S.W.C.Shwr.Cl.Bed Rm.1R.R.2 Car GarageCl.S.LaundryD.W.W.H.Ref.RangeS.Pantry PrimaryEntranceEnt. MasterBed Rm.DnShowerShowerBed Rm.2 Bed Rm.3MasterR.R.W.I.C.LoftHall.2
Cl.

Cl.R.R.Hall.1 S.S.S.W.C.

W.C.
39' - 8"
32' - 6 1/4"2' - 2 7/8"
27' - 11"11' - 9"39' - 8"
Model A11st Flr.: 1,032 Sq. Ft.2nd Flr.: 1,153 Sq. Ft.Total: 2,185 Sq. Ft.Habitable Area 3' - 2 7/8"32' - 6 1/4"2' - 2 7/8"
Driveway12'3" x 17'1"
18'9" x 11'8"
7'6" x 13'10"13'8" x 10'
13' x 11'11'4" x 6'9"11'4 x 11'6"
17' x 18'4"9'11" x 12'10"
2' - 4"18' - 2"19' - 2"
6'6" x 10'9"Cl.
38' - 0"34' - 9 1/8"
Garage: 335 Sq. Ft.1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" 5' - 9"3' - 0"0' - 10"6' - 0"2' - 9 1/4"3' - 0"5' - 6"3' - 0"2' - 8"1' - 0"2' - 6"11' - 2"2' - 6"8' - 11"3' - 0"8' - 3" 16' - 0"1' - 11 7/16"3' - 0"5' - 3"3' - 0"7' - 7 1/8"
15' - 8"2' - 6"15' - 11"2' - 6"3' - 1"
5' - 0"2' - 6"8' - 5"3' - 0"3' - 11"3' - 0"2' - 11"3' - 0"7' - 11"1' - 3"3' - 0"6' - 6"3' - 0"6' - 4" 5' - 4"3' - 0"5' - 10 17/32"3' - 0"3' - 5 15/32"2' - 6"3' - 2"1112B3 OH-142A1112B
5 111
12 121
CDE1' - 6"3' - 0"7' - 6"6' - 8"
6' - 8"7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"2B2A13 54OH-15' - 0"4' - 0"2' - 6"6' - 0"6' - 8"2 FG
FFFF
F 1' - 3"2' - 6"7' - 8"2' - 6"1' - 11"2' - 6"16' - 5 1/8" FFFFFF
GE
GGG CG
D
C
7' - 0" DOOR SCHEDULE:WINDOW SCHEDULE:

Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" Door Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Window Tag #Window SizeWindow TypeWindow RemarkQty.SHGCUFactorManufactuerManufactuerCVinyl 2 Pane Tempered Glass22'6" x 3'0"0.560.302A5'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid Wood. Sliding DoorDEVinyl 2 Pane Tempered Glass2'6" x 4'0"0.560.30Vinyl 2 Pane Tempered Glass3'0" x 1'6"0.560.300.560.30Vinyl Slider1111R.H.L.H.3'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick2122B4'0" x 6'8"2 Pair1 1/2" ThickInterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"1 Pair1 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood DoorInterior Flush/Solid Wood Sliding Door________L.H.____FVinyl 2 Pane Tempered Glass3'0" x 5'0"GVinyl 2 Pane Tempered Glass2'6" x 5'0"50.560.30 3' - 0"2' - 6"
5' - 0"5' - 0"3' - 0"2' - 6"
4' - 0"2' - 6"Vinyl SliderVinyl SliderVinyl SliderVinyl SliderL.H. 12' - 5 1/4"11' - 0"
3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched3L.H.2' - 6" Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"
COS
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COSCOSCOSCO
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 111
1111 12 22233222222 2
22 2 222222222
2222 222 2
23333 333236' - 0"Porch 6' - 0"15' - 2"19' - 7 1/8"2' - 4" 3' - 0"5' - 4"18' - 4 7/8"4' - 6"15' - 1 1/8"
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A116 Floor Plan Model A1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 238 of 410 Setback
Setback
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0"4' - 0"3' - 2" 6' - 8"5' - 0"2' - 8"1' - 6"5' - 0"5' - 0"2' - 8"
Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0"5' - 0"2' - 6 1/2"6' - 8"5' - 0"2' - 8" 24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"5' - 0"2' - 6 1/2"5' - 0"2' - 0" 5' - 0"8' - 0"
0' - 7 3/4"3' - 0"
E35
FFF

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412312712212
112212212312 412412E-1 E-2
E-3 E-4Model A-1Spanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 7 Sconce Lighting
22222222
22 2272
7 111
11 111
111 1
7Gutter And Downspout
777Eave19' - 4 1/2"7 5
1642
7' - 0"5' - 0"2' - 0"3' - 0"3' - 2"4' - 10"2' - 0"8' - 10"5' - 0"2' - 6 1/2"6' - 8" 0' - 7 3/4"3' - 0"
CO.H.1FGG4
712512
75 432222111 777Ridge23' - 4 3/4"9' - 8 3/4"
9' - 8 1/4"0' - 8"8' - 1 1/4"
10' - 4 1/4"8' - 1 1/4"

D DD DDDD

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Porch
Porch
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Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A117 Model A1 ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 239 of 410 38' - 0"
39' - 8"Model A11st Flr.: 1,032 Sq. Ft.2nd Flr.: 1,153 Sq. Ft.Garage: 335 Sq. Ft.PrimaryEntrance 2 StoryClay Tile RoofWood StructureStucco ExteriorAttached2 Car Garage 1' - 0"
1' - 0"
1' - 0"1' - 0"4:12
4:12
3:122:127:124:122:127:125:12
2:121:121:122:122:123:124:124:12
1,848 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 1,848/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center."Ohagin"PassiveVent Permit Application Number:Scale:1/4"=1'-0"Perimeter Of Bearing Wall2' - 6" Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"
4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve"Ohagin"PassiveVent "Ohagin"PassiveVent
"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVentRidge RidgeAlum.GutterAlum.Gutter
Alum.Gutter
Alum.GutterPorch
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A118 Model A1 Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 240 of 410 Bed Rm.1Cl.HallCl.2 Car GarageD.W.Cl.W.H.

Ent.ShowerR.R.S.W.C.Up Dn
Liv. Rm.DiningS.Kit.Ref.RangeS.S.Cl.W.I.C.MasterBed Rm.MasterR.R.

S.W.C.ShowerBed Rm.3Bed Rm.2Cl.Cl.Loft
13' - 6"31' - 5"
4' - 6 13/16"29' - 2"3' - 9"
13' - 6"31' - 5"
4' - 7 5/32"18' - 5"7' - 9"30' - 9 5/32"37' - 5 13/16"
44' - 11"
44' - 11"R.R.

Laundry
W.C.

Driveway
7' - 5"32' - 6 9/32"4' - 11 23/32"
14' - 0 9/32"25' - 11"4' - 11 23/32"
R.R.W.C.S.
12'2" x 13'9"18' x 13'9"13' x 13'6"12'8 x 6'1"19' x 18' 18' x 14'3"8'7 x 10'2"10'2" x 13'6"
11'10" x 14' Model B1st Floor-1020 Sq. Ft2nd Floor-1175 Sq. FtGarage-412 Sq. FtTotal -2,195 Sq. FtHabitable Area1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" 1' - 2"2' - 6"7' - 11 19/32"2' - 6"2' - 5"3' - 0"12' - 2 7/16"2' - 6"Ent.4' - 5"3' - 0"11' - 2 9/32"2' - 6"18' - 10" 6' - 4 13/16"3' - 0"4' - 3"3' - 0"2' - 8"16' - 0"2' - 2" 1' - 0"2' - 6"14' - 11"
7' - 6"2' - 6"5' - 0 9/32"2' - 6"9' - 4"3' - 0"2' - 8"
0' - 10"2' - 6"3' - 11 3/4"2' - 6"6' - 11 13/32"2' - 6"11' - 6" 9' - 4"3' - 0"4' - 0"3' - 0"8' - 4"2' - 6"1' - 3"2B1114663 11C1C13 5 OH-1 1212B1
111B
CE1' - 6"3' - 0"
7' - 6"6' - 8"
6' - 8"7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"2B13 54OH-14' - 0"2' - 6"6' - 0"6' - 8"2 FG
F
F
H
FF
G
G
DD
GG
GE
C
C
62' - 6"6' - 8"
1C1B1' - 6"3' - 8"7' - 0"DOOR SCHEDULE:WINDOW SCHEDULE:

Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" Door Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Window Tag #Window SizeWindow TypeWindow RemarkQty.SHGCUFactorManufactuerManufactuerCVinyl 2 Pane Tempered Glass22'6" x 3'0"0.560.30EVinyl 2 Pane Tempered Glass3'0" x 1'6"0.560.300.560.30Vinyl Slider14 R.H.L.H.6'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick1 Pair102B4'0" x 6'8"2 Pair1 1/2" ThickInterior Type-Solid CoreWd. Flush Panels32'6" x 6'8"21 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"11 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____Interior Flush/Solid Wood Sliding Door____R.H.L.H.L.H.____FVinyl 2 Pane Tempered Glass3'0" x 5'0"GVinyl 2 Pane Tempered Glass2'6" x 5'0"50.560.30 2'6" x 6'8"21 1/2" ThickInterior Type-WoodPocket Door6____ R.H.L.H.1'6" x 6'8"1B1 1/2" Thick1Interior Flush/Solid Wood DoorR.H.L.H.3'8" x 6'8"1C1 1/2" Thick2Interior Flush/Solid Wood DoorVinyl SliderVinyl SliderVinyl Slider 3' - 0"2' - 6"
5' - 0"5' - 0"3' - 0"2' - 6"D4' - 0"2' - 6"
D
DVinyl 2 Pane Tempered Glass12'6" x 4'0"0.560.30Vinyl Slider 3' - 11"6' - 0"13' - 9"2' - 6"3' - 0"
H4' - 0"3' - 0"0.560.30HVinyl 2 Pane Tempered Glass3'0" x 4'0"1Vinyl Slider Tub
2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey3' - 0"PrimaryEntranceCOCOS COS
COS
COS
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 1 111
1 11 33
33 33 333
222 222222222 2222222222222
2 4' - 9 1/2"Porch4' - 4 23/32"4' - 9 1/2"Porch4' - 8"13' - 1 13/16"4' - 0"20' - 4"13' - 1 13/16"17' - 7 11/32" Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A119 Floor Plan-Model BYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 241 of 410 HF3+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.
5' - 0"2' - 6 1/2"6' - 8"4' - 0"3' - 2"
4' - 0"3' - 2"
24' - 0 1/2"19' - 4 1/2"0' - 7 3/4"3' - 0"
DD 112112712
Model BSpanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 C GG FF3E
24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"5' - 0"2' - 6 1/2"5' - 0"7' - 9"1' - 6"5' - 0"6' - 8"5' - 0"2' - 0" 0' - 7 3/4"+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.

Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 1/4"
3' - 0"3' - 2"
4' - 0"3' - 2"
6' - 8"5
0' - 7 3/4"
3' - 0"
3' - 0"D
612512 712E-1 E-2
E-3 E-4
7 7 7
Sconce Lighting
222 2 22
22222 21 11 11
11 1
77 7Gutter And Downspout
77 5
5 G5' - 0"2' - 6 1/2"
1642FGG4O.H.1
0' - 7 3/4"
7' - 0"6' - 8"5' - 0"2' - 6 1/2"8' - 10"5' - 0"2' - 0"
3' - 7 3/16"4' - 6"
3' - 0"
6126122127754 32 22111 77 7
Ridge23' - 4 3/4"Eave18' - 8 3/4"
8' - 1 1/4"10' - 4 1/4"
5' - 0"2' - 0"

GG GG GG
GGGGG

GHHHHHH

HH HHH HH HHHH

HHHH HHHJJJJ JJ JJJ

J JJ JJ J
Porch PorchK
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A120 Model B ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 242 of 410 Model B1st Floor-1020 Sq. Ft2nd Floor-1175 Sq. FtGarage-412 Sq. FtTotal -2,195 Sq. FtPermit Application Number:Scale:1/4"=1'-0" 1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 1,599/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center. 30' - 9 5/32"
44' - 11"
PrimaryEntrance
2 StoryClay Tile RoofWood StructureStucco ExteriorAttached2 Car Garage 1' - 0"
1' - 0"1' - 0"
1' - 0"1' - 0"1:121:127:12
1:122:12
6:12
5:125:12
6:12
1:12
7:121:126:121,599 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat2' - 6" Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"
4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve
4 x 14 Vent At New Eve
4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New EvePerimeter Of Bearing Wall"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent"Ohagin"PassiveVent4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve
RidgeRidge
RidgeAlum.GutterAlum.GutterAlum.Gutter
Alum.Gutter
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A121 Model B Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 243 of 410 R.R.W.C.Ref.RangeS.S.DiningKit.Liv. Rm.ShowerW.C.S.

PrimaryEntrance
W.H.
40' - 3 1/32"Bed Rm.1Cl.Hall.1Ent.2 Car GarageD.W.LaundryCl.Cl.Pantry Up
27' - 2 27/32"11' - 5"
Ent. Dn
MasterR.R.ShowerR.R.ShowerW.C.

S.W.C.

S.

S.MasterBed Rm.W.I. C.Hall.3Hall.2Bed Rm.2Bed Rm.3LoftCl.Cl.Cl.Open To BelowEnt.

Driveway
38' - 7 27/32"27' - 3"11' - 5"38' - 8"
24' - 8"14' - 2"
24' - 8"14' - 2 1/32"Cabinet
11' x 8'11' x 14'11"18' x 13'7"
10'5" x 10'2"15' x 13'9"12'6" x 7'6"11'6" x 10'2"12'4" x 12'9" 18' x 13'9"11' x 12'7"BalconyModel C1st Floor-960 Sq. Ft2nd Floor-1292 Sq. FtGarage-394 Sq. FtTotal -2,252 Sq. Ft Habitable Area1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" 14' - 8"2' - 6"7' - 3"2' - 6"13' - 4 1/32"3' - 8"3' - 0"1' - 6"6' - 0"13' - 0 27/32" 5' - 4"2' - 6"0' - 8"2' - 6"3' - 4 1/4"2' - 6"0' - 9"2' - 6"5' - 9 3/4"3' - 0"3' - 1"3' - 0"3' - 10 1/32" 1' - 7 27/32"16' - 0"1' - 11"2' - 6"0' - 8"3' - 0"0' - 7" 10' - 1"2' - 6"3' - 4 1/2"3' - 0"14' - 6 1/2"2' - 6"1' - 0" 6' - 7 23/32"3' - 0"19' - 10 1/16"2' - 6"6' - 8 7/32"
37' - 0"
6' - 8 1/2"2' - 6"17' - 6"3' - 0"9' - 1 17/32"5' - 4"3' - 0"5' - 6"3' - 0"6' - 0"3' - 0"4' - 8"4' - 0"4' - 2" 1D1C11311
41312
5 3
OH-1
111121A12
C3' - 0"E1' - 6"2' - 6"3' - 0"
7' - 6"6' - 8"
6' - 8"7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"13 54OH-12' - 6"6' - 0"6' - 8"2 5' - 0"5' - 0"FG3' - 0"2' - 6" 1C3' - 8"

F F FFF
F
GGG
G G
F
GGEC
C
5' - 0"K4' - 0"
K
1D3' - 0"7' - 0"DOOR SCHEDULE:WINDOW SCHEDULE:

Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" Door Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Window Tag #Window SizeWindow TypeWindow RemarkQty.SHGCUFactorManufactuerManufactuerCVinyl 2 Pane Tempered Glass22'6" x 3'0"0.560.30EVinyl 2 Pane Tempered Glass3'0" x 1'6"0.560.300.560.30Vinyl Slider17 R.H.L.H.6'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick3 Pair1132'6" x 6'8"2 Pair1 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"1 Pair1 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____Interior Flush/Solid Wood Sliding DoorR.H.L.H.L.H.____FVinyl 2 Pane Tempered Glass3'0" x 5'0"GVinyl 2 Pane Tempered Glass2'6" x 5'0"70.560.30R.H.L.H.3'8" x 6'8"1C1 1/2" Thick1Interior Flush/Solid Wood DoorR.H.L.H.3'0" x 6'8"1D1 1/2" Thick1Interior Flush/Solid Wood Door0.560.30KVinyl 2 Pane Tempered Glass4'0" x 5'0"Vinyl Slider1Vinyl SliderVinyl SliderVinyl Slider 3' - 0"2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 1 1
11112222222 222
222
2 2 2222 22222222222222
2223333333333 33
8' - 6"Porch4' - 10" 8' - 6"6' - 5"4' - 10"
6' - 3"
1' - 10"19' - 4"7' - 0"12' - 4"19' - 3 27/32"7' - 0"12' - 4" 3' - 3"1' - 10"
3' - 3"
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A122 Floor Plan Model CYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 244 of 410 +0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"3' - 0"6' - 8"5' - 0"2' - 0"3' - 0"3' - 2"6' - 8"5' - 0"2' - 0" 5' - 0"2' - 0"
5' - 0"2' - 0"
0' - 7 3/4"
GGGFF33 C
3' - 0"
312512
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr. 5' - 0"2' - 0"5' - 0"2' - 0"6' - 8"5' - 0"2' - 6 1/2"
Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"0' - 7 3/4" 5' - 0"2' - 0"
3' - 0"3' - 2"1' - 6"5' - 0"5' - 0"2' - 0"6' - 8"5' - 0"2' - 6 1/2"0' - 7 3/4"9' - 8 3/4"24' - 0 1/2"19' - 4 1/2"K 5FFFF GGC 3E 3' - 0"
3' - 0"
3' - 0"
212 212
Model CSpanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionMetal Medallion W/Balcony RailingRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 E-1 E-2
E-3 E-477
77 Sconce Lighting 7
22 22
22 2
1 1
111
1 8
Gutter And Downspout 8
8 8
6 6
1642BalconyO.H.1F GG4
24' - 0 1/2"19' - 4 1/2"7' - 0"0' - 7 3/4"3' - 0"2' - 0"5' - 0"1' - 7 1/2"5' - 7"5' - 0"2' - 0"8' - 10"6' - 8"5' - 0"2' - 6 1/2" 3' - 0"
312512
7653432221 11 88
6' - 8"
8' - 1 1/4"10' - 4 1/4"
8' - 1 1/4"10' - 4 1/4"

A AA A AA
AAA

B B BBB B B BBBBB

B BBBBBBB BBB
BC CC
CC C C
CC C
PorchPorchK
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A123 Model C ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 245 of 410 38' - 8"
38' - 10"Model C1st Floor-960 Sq. Ft2nd Floor-1292 Sq. FtGarage-394 Sq. FtTotal -2,252 Sq. Ft 2 StoryClay Tile RoofWood StructureStucco ExteriorAttached2 Car Garage 1' - 0"
1' - 0"
1' - 0"1' - 0"
1' - 0"
2:123:12
3:12
5:122:12 2:12
5:122' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"1,742 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat Permit Application Number:Scale:1/4"=1'-0"
1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 1,742/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center.4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve
4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve"Ohagin"PassiveVent "Ohagin"PassiveVent
"Ohagin"PassiveVent"Ohagin"PassiveVent
"Ohagin"PassiveVent
"Ohagin"PassiveVent"Ohagin"PassiveVentPerimeter Of Bearing WallAlum.GutterAlum.Gutter Alum.Gutter
4 x 14 Vent At New EveRidgeRidgeBalcony
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A124 Model C Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 246 of 410 Ref.RangeS.DiningLiv. Rm.

W.H.D.W.LaundryCl.Cl.S.S.S.W.C.W.I.C.

MasterBed Rm.

Up
MasterR.R.Hall.12 Car GarageDriveway
DnLoftS.S.ShowerW.C.W.I.C.

Bed Rm.2MasterR.R.Bed Rm.3ShowerR.R.S.

W.C.

Cl.
18' - 5"5' - 8"31' - 4"55' - 5"
13' - 8"20' - 8"5' - 8"
23' - 10"9' - 4"3' - 10"13' - 8"20' - 8"5' - 8"40' - 0" 12' x 10'7"13'6" x 15'5"12'4" x 14'11'0" x 20'0"Kit.12'4" x 14' 17' x 18'
Balcony
Model D1st Floor-1208 Sq. Ft2nd Floor-1220 Sq. FtGarage-350 Sq. FtTotal -2,428 Sq. FtHabitable Area1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" 40' - 0"
14' - 2"3' - 0"5' - 8"16' - 0"1' - 2"
13' - 8"2' - 6"1' - 0"3' - 0"7' - 0"3' - 0"1' - 2"5' - 0"6' - 0"6' - 0"3' - 0"6' - 10"3' - 0"10' - 2" Ent.
13' - 8"2' - 6"1' - 0"3' - 0"7' - 0"3' - 0"1' - 2"
14' - 5"2' - 6"1' - 11"2' - 6"10' - 6"2' - 6"5' - 8"1D1C314 11 5 5
1 OH-1
11 11
C3' - 0"5' - 0"5' - 0"AB3' - 0"2' - 6"2' - 6"7' - 6"6' - 8" 6' - 8"7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"2B13 54OH-14' - 0"2' - 6" CB

AAAA AAA AB B
BB
1C3' - 8"1D3' - 0"
C C
C
7' - 0"DOOR SCHEDULE:WINDOW SCHEDULE:

Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" Door Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Window Tag #Window SizeWindow TypeWindow RemarkQty.2'6" x 5'0"Vinyl 2 Pane Tempered Clear GlassSHGC0.56UFactor0.30A3'10" x 5'0"Vinyl 2 Pane Tempered Clear Glass0.560.30B ManufactuerManufactuerCVinyl 2 Pane Tempered Glass2'6" x 3'0"0.560.30R.H.L.H.6'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick0 Pair02B4'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid CoreWd. Flush Panels32'6" x 6'8"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"21 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____Interior Flush/Solid Wood Sliding Door____R.H.L.H.L.H.____R.H.L.H.3'8" x 6'8"1C1 1/2" Thick1Interior Flush/Solid Wood DoorR.H.L.H.3'0" x 6'8"1D1 1/2" Thick1Interior Flush/Solid Wood DoorVinyl SliderVinyl SliderVinyl Slider Bed Rm.420'3" x 8'11"12BCl.S.Shower8' - 3"3' - 0"5' - 7"2' - 6"16' - 0 1/32"3' - 0"1' - 8"BPantryD13' - 6"2' - 6"10' - 7"2' - 6"2' - 6"2' - 6"9' - 6"6' - 0"2' - 4"2' - 6"1' - 0" H.D.T.V.9'0" x 9'4"13'0" x 12'6"1A
1A2' - 0"
D4' - 0"2' - 6"DVinyl 2 Pane Tempered Glass2'6" x 4'0"0.560.30Vinyl Slider C12' - 9"2' - 6"11' - 0"2' - 6"4' - 9"2' - 6"1' - 0"
Tub
8731 L.H.2'0" x 6'8"1A1 1/2" Thick1Interior Flush/Solid Wood Door 1 26' - 0"
2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"PrimaryEntrance
COS
CO

COS COSCOSCO
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 11111
1 1 11
222222222222222
2 222222222222222222 2
3333333 33
33333
33 Porch5' - 1"4' - 9"
18' - 5"5' - 8"31' - 4"
Porch5' - 1"4' - 9"13' - 8"4' - 0"22' - 4"
13' - 8"4' - 0"4' - 0"18' - 4"
1' - 6"7' - 2"
42' - 3"9' - 4"3' - 10"
1' - 6"7' - 2"
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A125 Floor Plan Model DYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 247 of 410 +0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr. 6' - 8"
6' - 8"
24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"
Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"0' - 7 3/4" 6' - 8"
24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"5' - 0"2' - 0"3' - 0"3' - 2" 3' - 0"
3' - 0"
3' - 0"

AAAA AAAACC
B BB3 5
5 212312
512 212512412512
312
Model DSpanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionMetal Medallion W/Balcony RailingRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 E-1 E-2
E-3 E-477
77 Sconce Lighting 7
2 2 2 222
222221 111
1111111B
B5' - 0"2' - 0"4' - 0"D3' - 2"
3' - 0"3' - 2"C
Gutter And Downspouts 8
88 8 8
6Balcony16429' - 8 3/4"3' - 0"4' - 9 1/2"2' - 9 1/2"
3' - 0"4' - 4"7' - 0"3' - 0"5' - 4"7' - 1"8' - 10"3' - 0" CO.H.14B
24' - 0 1/2"19' - 4 1/2"512312C76534 222221 1188 889' - 8 1/4"0' - 8"2' - 0"5' - 0" 5' - 0"2' - 0"
2' - 0"5' - 0"
5' - 0"2' - 0"
2' - 0"5' - 0"3' - 0"3' - 2"5' - 0"2' - 0"8' - 5 1/2"
8' - 5 1/2"
10' - 4 1/4"

DDD D D D
DDDDDD

E EEEEE EE

E EEEE E EEEE E

E EEE EEEEF F FFF

FFF F FF
F F FF
EPorch
PorchK
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A126 Model D ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 248 of 410 40' - 0"Model D
51' - 7"
1st Floor-1208 Sq. Ft2nd Floor-1220 Sq. FtGarage-350 Sq. FtTotal -2,428 Sq. Ft 2 StoryClay Tile RoofWood StructureStucco Exterior
Attached2 Car Garage
PrimaryEntrance
0' - 1"
1' - 0"
1' - 0"1' - 0"1' - 0"5:123:12
3:125:124:125:123:12
3:123:123:12
2:122:12
2,088 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat 1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 2,088/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center.

Permit Application Number:Scale:1/4"=1'-0"
4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve2' - 6" Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"4 x 14 Vent At New EvePerimeter Of Bearing Wall"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent
"Ohagin"PassiveVent
Alum.Gutter
Alum.Gutter
Alum.Gutter
Alum.GutterAlum.Gutter
RidgeRidge
Ridge
Alum.Gutter
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A127 Model D Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 249 of 410 W.H.D.W.LaundryCl.Cl.S.S.S.W.C.W.I.C.

Bed Rm.1
Up
R.R.Hall.12 Car GarageDriveway Model D11st Flr.: 1,153 Sq. Ft.2nd Flr.: 1,157 Sq. Ft.Total: 2,310 Sq. Ft.Habitable Area DnLoftS.S.Cl.R.R.MasterBed Rm.ShowerMasterR.R.S.W.C.Cl. 18' - 5"5' - 8"31' - 4"
42' - 3"9' - 4"3' - 10"
55' - 5"
11' - 8"20' - 8"5' - 8"
31' - 4"
23' - 10"9' - 4"3' - 10"20' - 8"5' - 8"
12' x 10'7"13'6" x 15'5"10'4" x 14'
17' x 18'S.Ent.
10'4" x 7'3"
38' - 0"
ShowerW.C.Bed Rm.210'4" x 14'11' - 8"38' - 0"
10'4" x 7'3"
Garage: 342 Sq. Ft.1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" 13' - 8"2' - 6"1' - 0"3' - 0"7' - 0"3' - 0"1' - 2"
13' - 8"2' - 6"1' - 0"3' - 0"7' - 0"3' - 0"1' - 2"
12' - 5"2' - 6"1' - 9"2' - 6"11' - 1"2' - 6"5' - 3"
11 5 5
1141C31D
OH-1
11 11
C4' - 0"AB J2' - 6"7' - 6"6' - 8"
6' - 8"7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"2B13 54OH-14' - 0"2' - 6"

AA AA AAB
B

BC CB BJ
DOOR SCHEDULE:WINDOW SCHEDULE:

Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" 7' - 0"Window Tag #Window SizeWindow TypeWindow RemarkQty.2'6" x 5'0"8Vinyl 2 Pane Tempered Clear GlassSHGC0.56UFactor0.30A2'6" x 5'0"7Vinyl 2 Pane Tempered Clear Glass0.560.30B ManufactuerCVinyl 2 Pane Tempered Glass32'6" x 3'0"0.560.30JVinyl 2 Pane Tempered Glass2'6" x 4'0"0.560.301 1C3' - 8"1D3' - 0"R.H.L.H.3'8" x 6'8"1C1 1/2" Thick1Interior Flush/Solid Wood DoorR.H.L.H.3'0" x 6'8"1D1 1/2" Thick1Interior Flush/Solid Wood DoorDoor Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.ManufactuerR.H.L.H.2'6" x 6'8"11 1/2" Thick102B4'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid CoreWd. Flush Panels32'6" x 6'8"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"2 Pair1 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____R.H.L.H.L.H.____ Vinyl SliderVinyl SliderVinyl SliderVinyl Slider
3' - 0"5' - 0"5' - 0"3' - 0"2' - 6"2' - 6"
W.C.Bed Rm.420'3" x 8'11"12BCl.S.ShowerB6' - 2"3' - 0"5' - 8"2' - 6"16' - 0 1/32"3' - 0"1' - 8" Ref.RangeS.DiningLiv. Rm.11'0" x 20'0"9'0" x 9'4"Kit.13'0" x 12'6"B AA PantryD13' - 6"2' - 6"10' - 7"2' - 6"2' - 6"2' - 6"9' - 6"6' - 0"2' - 4"2' - 6"1' - 0"2' - 10"6' - 0"6' - 2"3' - 0"6' - 10"3' - 0"4' - 6"5' - 8" H.D.T.V.
1A2' - 0"
1A
D4' - 0"2' - 6"DVinyl 2 Pane Tempered Glass12'6" x 4'0"0.560.30Vinyl Slider C12' - 9"2' - 6"11' - 0"2' - 6"4' - 9"2' - 6"1' - 0"
Tub 1
L.H.2'0" x 6'8"1A1 1/2" Thick1Interior Flush/Solid Wood Door 2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"PrimaryEntrance

COS COCO

COSCOSCOS
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 1 11111
111 222222222222 222
2 222
2 222222222 22
22333333 33
333
333 3
Porch5' - 1"4' - 9"
18' - 5"5' - 8"31' - 4"
5' - 1"4' - 9"11' - 8"4' - 0"22' - 4"
1' - 6"7' - 2"
1' - 6"7' - 2"
11' - 8"4' - 0"4' - 0"18' - 4" Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A128 Floor Plan Model D1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 250 of 410 +0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0" 3' - 0"3' - 2"3' - 0"3' - 2"5' - 0"2' - 0"
6' - 8"
5' - 0"2' - 0"
Ridge24' - 0 1/2"Eave19' - 4 1/2"0' - 7 3/4"3' - 0"9' - 8 3/4" 6' - 8"
6' - 8"
24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0"

AAAAAA AA CC
B3
5 5BB
512512312512
312412
E-1 E-2
E-3 E-4Model D-1Spanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456Sconce Lighting 7 7
77 2222
2 22 2 222
1 1 1
111111
B5' - 0"2' - 0"4' - 0"D3' - 2"
3' - 0"3' - 2"C2
7 7Gutter And Downspout
7 77
516424' - 0"3' - 0"4' - 4"
4' - 11"2' - 0"5' - 7"1' - 8"9' - 8 3/4"24' - 0 1/2"19' - 4 1/2"0' - 7 3/4" CO.H.147' - 1"8' - 10"3' - 0"
7' - 0"BJ 4124127543 2222221 117 7 777
5' - 0"2' - 0"
2' - 0"5' - 0"
5' - 0"2' - 0"
8' - 5 1/2"10' - 4 1/4"
GGG
GGG GG
GG G
G

HHHHHH HHH HHHH H
HHH
H

HHHHHHHHHHJ J J J J JJ
J J JJJJJJPorch
Porch
K
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A129 Model D1 ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 251 of 410 38' - 0"
55' - 5"
Model D11st Flr.: 1,153 Sq. Ft.2nd Flr.: 1,157 Sq. Ft.Total: 2,310 Sq. Ft.Garage: 342 Sq. Ft. 2 StoryClay Tile RoofWood StructureStucco ExteriorAttached2 Car Garage PrimaryEntrance
1' - 0"
1' - 0"
1' - 0"
1' - 0"
1' - 0"
0' - 1"4:123:123:12
5:123:12
4:124:125:124:12
4:124:12
2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"
Alum.Gutter4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New EvePerimeter Of Bearing Wall"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent Permit Application Number:Scale:1/4"=1'-0" 2,008 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 2,008/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center.Alum.GutterAlum.Gutter Alum.Gutter
Alum.Gutter
Alum.Gutter4 x 14 Vent At New Eve4 x 14 Vent At New Eve Ridge
RidgeRidge
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A130 Model D1 Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 252 of 410 ShowerR.R.S.W.C.W.C.Ref.W.H.Hall.1Cl.Cl.Pantry
Bed Rm.1
Ent.

Ent.DiningRangeKit.UpCl.Cl.

Liv.Rm.

S.S.D.W.
2 Car GarageDriveway
FoyerCl. Laundry
Cl. DnShowerMaster R.R.S.W.C.

MasterBed Rm
W.I.C.

Open To BelowBed Rm.2W.C.Bed Rm.3R.R.ShowerLoftCl.

Cl.Hall.215'3" x 11'4"
15'3" x 9'8"11'8" x 6'8"
11' x 11'4"
23' - 1"3' - 1"30' - 4 5/32"
12' - 4"15' - 10"12' - 3"40' - 5"
56' - 6 5/32"
23' - 1"3' - 1"30' - 4 5/32"
12' - 4"15' - 10"12' - 3"40' - 5"
56' - 6 5/32"
10'11" x 10'9"10'11" x 10'9"12'7" x 10'10"
20'1" x 17'0"
11'2" x 8'11' x 11'8"
Cl.R.R.
32' - 0 5/32"7'5" x 12'4"8'8" x 8'8"S.S.Balcony
Model E1st Floor-1217 Sq. Ft2nd Floor-1222 Sq. FtGarage-439 Sq. FtTotal -2,439 Sq. FtHabitable Area1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" 52' - 3 5/32"4' - 3"14' - 2"2' - 6"6' - 0"2' - 6"5' - 4 5/32"2' - 6"6' - 3"3' - 0"10' - 0" 8' - 10"2' - 6"4' - 0"3' - 0"3' - 5 1/2"15' - 11"2' - 8 1/2" 7' - 6"2' - 6"3' - 1"2' - 6"4' - 0"6' - 0"5' - 1"3' - 0"6' - 9" 4' - 7 31/32"2' - 6"11' - 4 3/16"2' - 6"5' - 8"2' - 6"1' - 2" 5' - 8"2' - 6"10' - 4 5/32"2' - 6"5' - 8"2' - 6"1' - 2"7' - 5 1/2"2' - 6"19' - 2"2' - 6"8' - 9 1/2"6' - 5"2' - 6"12' - 10 5/32"2' - 6"7' - 9" 12' - 0"2' - 3"2' - 6"8' - 1"2' - 6"13' - 1"
111A35
1A1A1S.12312C1A
OH-1
4 2
2B1111C
11 CD
7' - 6"6' - 8"
6' - 8"
7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"
2B1 354OH-14' - 0"2' - 6"6' - 0"6' - 8"2
FG
1C1A2' - 0"3' - 0"5' - 0"K4' - 0"
2C3' - 0"
G
GGG
G

FFDC GGG GG
GGGC
7' - 0" DOOR SCHEDULE:WINDOW SCHEDULE:

Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" Door Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Window Tag #Window SizeWindow TypeWindow RemarkQty.SHGCUFactorManufactuerCVinyl 2 Pane Tempered Glass22'6" x 3'0"0.560.302B4'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid Wood. Sliding DoorDVinyl 2 Pane Tempered Glass2'6" x 4'0"0.560.300.560.3012 R.H.L.H.6'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick2 Pair92C3'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid CoreWd. Flush Panels32'6" x 6'8"21 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"1 Pair1 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____Interior Flush/Solid Wood Sliding Door________R.H.L.H.L.H.____ FVinyl 2 Pane Tempered Glass3'0" x 5'0"GVinyl 2 Pane Tempered Glass2'6" x 5'0"130.560.30R.H.L.H.2'0" x 6'8"1A1 1/2" Thick4Interior Flush/Solid Wood DoorR.H.L.H.3'8" x 6'8"1C1 1/2" Thick1Interior Flush/Solid Wood Door0.560.30KVinyl 2 Pane Tempered Glass4'0" x 5'0"Vinyl Slider1 3' - 0"4' - 0"2' - 6"2' - 6"5' - 0"5' - 0"3' - 0"2' - 6"Vinyl SliderVinyl SliderVinyl SliderVinyl Slider 4' - 3"3' - 0"2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
PrimaryEntrance

COS COCO

COS COS
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 1 1111
1 111 22
2222
2 2222222222
2222222
2222222222222222222
23 3333
333 33 33
Porch5' - 0"5' - 7"
40' - 5"
5' - 0"5' - 7"12' - 0"7' - 0"21' - 5"2' - 1"6' - 4"
12' - 0"7' - 0"21' - 5"2' - 1"6' - 4"
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A131 Floor Plan Model EYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 253 of 410 +0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.24' - 0 1/2"9' - 8 3/4"0' - 7 3/4"5' - 0"2' - 0" 3' - 0"3' - 2"
5' - 0"2' - 0"
3' - 0"3' - 2"
19' - 4 1/2"+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"5' - 0"2' - 0"5' - 0"2' - 0"5' - 7"1' - 9"6' - 8"6' - 8" 0' - 7 3/4"
24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"6' - 8"5' - 0"2' - 0"4' - 0"3' - 2"5' - 0"2' - 0"3' - 0" 3' - 0"
3' - 0"
3' - 0"
CC
3 35
F
F
GGG

G GG GGGG
512
512 512 412512
512
112 512
D
Model ESpanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionMetal Medallion W/Balcony RailingRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 E-1 E-2
E-3 E-4 777
7 Sconce Lighting 7
3 222 2 2 2 2
222
1 11 1111
1 1 1
8 8 886
61642
7' - 0"6' - 8"5' - 0"2' - 0"4' - 0"4' - 1"
5' - 0"2' - 0"8' - 10"3' - 0"5' - 0"2' - 0"
24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0"O.H.1G4D512412312312G765342 2211111 888888 8' - 1 1/4"
8' - 1 1/4"10' - 4 1/4"

AA AA A A A

AA AAAA

BB BBBB B B BBBBBB

BBBBBBBBBBBB

CC CCCC CC C

CCCCCC C
Porch
Porch
K
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A132 Model E ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 254 of 410 40' - 5"
56' - 6 5/32"
Model E1st Floor-1217 Sq. Ft2nd Floor-1222 Sq. FtGarage-439 Sq. FtTotal -2,439 Sq. FtPrimaryEntrance 2 StoryClay Tile RoofWood StructureStucco Exterior
Attached2 Car Garage0' - 1"1' - 0"
1' - 0"1' - 0"
1' - 0"1' - 0"
5:125:123:124:123:123:124:125:12
5:12
5:125:12
3:123:12
1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:

PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 2,205/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center.

Permit Application Number:Scale:1/4"=1'-0"
2,205 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat Alum.Gutter4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve
Alum.Gutter
Alum.Gutter
"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent
"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent4 x 14 Vent At New Eve 4 x 14 Vent At New Eve
4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New EvePerimeter Of Bearing Wall2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
RidgeRidgeRidgeRidgeAlum.Gutter
Alum.GutterAlum.Gutter
4 x 14 Vent At New Eve4 x 14 Vent At New Eve
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A133 Model E Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 255 of 410 ShowerR.R.S.W.C.W.C.Ref.W.H.Hall.1Cl.Cl.Pantry
Bed Rm.1
Ent.

Ent.DiningRangeKit.UpCl.Cl.

Liv.Rm.

S.S.D.W.
2 Car GarageDriveway
FoyerCl. Laundry
Cl. DnShowerMaster R.R.S.W.C.

MasterBed Rm
W.I.C.

Open To BelowBed Rm.2W.C.Bed Rm.3R.R.ShowerLoftCl.Cl.Hall.215'3" x 11'4" 15'3" x 9'8"10'3" x 6'8"
10' x 11'4"
23' - 1"3' - 1"30' - 4 5/32"
11' - 4"14' - 5"12' - 3"38' - 0"
56' - 6 5/32"
23' - 1"3' - 1"30' - 4 5/32"
11' - 4"14' - 5"12' - 3"38' - 0"
56' - 6 5/32"
10'11" x 10'9"9'6" x 10'9"12'7" x 10'10"
20'1" x 17'0"
9'9" x 8'11' x 11'8"
Cl.R.R.
32' - 0 5/32"7'5" x 13' S.S.6'5" x 12'4"8'8" x 8'8"Balcony 1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0"
52' - 3 5/32"4' - 3"14' - 2"2' - 6"6' - 0"2' - 6"6' - 4"2' - 6"5' - 3"3' - 0"10' - 0 5/32"6' - 6"2' - 6"3' - 1"2' - 6"3' - 3"6' - 0"4' - 5"3' - 0"6' - 9"6' - 6"2' - 6"17' - 9"2' - 6"8' - 9" 5' - 8"2' - 6"10' - 4 5/32"2' - 6"5' - 8"2' - 6"1' - 2" 6' - 5"2' - 6"12' - 10 5/32"2' - 6"7' - 9"
13' - 4"2' - 6"8' - 0"2' - 6"11' - 8"
7' - 10"2' - 6"4' - 0"3' - 0"2' - 8"16' - 0"2' - 0"
4' - 7 31/32"2' - 6"11' - 4 3/16"2' - 6"5' - 8"2' - 6"1' - 2" 4 1A1135
111A1A1 23
OH-1
1A 1B212B111
C3' - 0"D4' - 0"2' - 6"2' - 6"
7' - 6"6' - 8"
6' - 8"7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"2B13 54OH-14' - 0"2' - 6"6' - 0"6' - 8"2 5' - 0"5' - 0"FG3' - 0"2' - 6" 1A2' - 0"
1A
1B1' - 6"
FFDGG
GGG
C GGG
GGGGGC
DOOR SCHEDULE:WINDOW SCHEDULE:

Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors Model E11st Flr.: 1,145 Sq. Ft.2nd Flr.: 1,150 Sq. Ft.Total: 2,295 Sq. Ft.Habitable AreaGarage: 410 Sq. Ft.WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" 7' - 0"Door Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Window Tag #Window SizeWindow TypeWindow RemarkQty.SHGCUFactorManufactuerManufactuerCVinyl 2 Pane Tempered Glass22'6" x 3'0"0.560.30DVinyl 2 Pane Tempered Glass2'6" x 4'0"0.560.300.560.3012 R.H.L.H.6'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick2 Pair02B4'0" x 6'8"1 Pair1 1/2" ThickInterior Type-Solid CoreWd. Flush Panels32'6" x 6'8"21 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"1 Pair1 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick10 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____Interior Flush/Solid Wood Sliding Door____R.H.L.H.L.H.____FVinyl 2 Pane Tempered Glass3'0" x 5'0"GVinyl 2 Pane Tempered Glass2'6" x 5'0"130.560.30R.H.L.H.2'0" x 6'8"1A1 1/2" Thick5Interior Flush/Solid Wood DoorR.H.L.H.1'6" x 6'8"1B1 1/2" Thick1Interior Flush/Solid Wood DoorVinyl SliderVinyl SliderVinyl SliderVinyl Slider 12' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"
PrimaryEntrance

COS COCO

COS COS
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 1 111
1 111 22222222222222222
22 2 2222
22 22222
222
2 2 333333333S.3
33 Porch5' - 0"5' - 7" 5' - 0"5' - 7"11' - 0"7' - 0"20' - 0" 11' - 0"7' - 8"19' - 4" Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A134 Floor Plan Model E1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 256 of 410 +0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"5' - 0"2' - 0" 3' - 0"3' - 2"3' - 0"
5' - 0"2' - 0"
3' - 0"3' - 1 1/2"
3' - 0"
Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0"5' - 0"2' - 0"6' - 8"6' - 8"5' - 0"2' - 0"5' - 0"2' - 0" 5' - 0"2' - 0"
4' - 10"2' - 2"
24' - 0 1/2"19' - 4 1/2"9' - 8 3/4"
6' - 8"5' - 0"2' - 0"4' - 0"3' - 2"
0' - 7 3/4"3' - 0"
CC3
3 5F
F

GGGGGGG
GGGD
512512312512512
512512
0' - 7 3/4"
112
Model E-1Spanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionMetal Medallion W/Balcony RailingRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 E-1 E-2
E-3 E-4
Sconce Lighting 7
7 7
773
2222
22 22222 111 1 111
11 Gutter And Downspout 8
8 8 886
61642
7' - 0"6' - 8"5' - 0"2' - 0"3' - 0"4' - 7"5' - 0"4' - 0" 24' - 0 1/2"19' - 4 1/2"0' - 7 3/4"3' - 0"8' - 10"O.H.1GG4D412412512 76534 22222 111 18 888882' - 0"9' - 8 3/4"
5' - 0"2' - 0"
8' - 1 1/4"10' - 4 1/4"
8' - 1 1/4"10' - 4 1/2"

D DD D D D
DDDDDD

EEEEEE E EE EE

EE EEEEEEEE

F FFFFF F F F

FFFFFFF F
Porch
Porch
K
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A135 Model E1 ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 257 of 410 Model E11st Flr.: 1,145 Sq. Ft.2nd Flr.: 1,150 Sq. Ft.Total: 2,295 Sq. Ft.Garage: 410 Sq. Ft. 1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Hip Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:

PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 2,279/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center.

Permit Application Number:Scale:1/4"=1'-0"
38' - 0"
56' - 6 5/32"
2 StoryClay Tile RoofWood StructureStucco Exterior
Attached2 Car GaragePrimaryEntrance
1' - 0"1' - 0"1' - 0"1' - 0"
1' - 0"1' - 0"
1' - 0"0' - 1"3:124:124:12
5:125:125:12
5:12
1:12
5:125:124:124:122' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
3' - 0"3:12
2,279 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top Coat Alum.GutterAlum.Gutter4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve Perimeter Of Bearing Wall"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent "Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent4 x 14 Vent At New Eve "Ohagin"PassiveVent
"Ohagin"PassiveVent"Ohagin"PassiveVent
RidgeRidge
RidgeRidgeAlum.GutterAlum.Gutter
4 x 14 Vent At New Eve
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A136 Model E1 Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 258 of 410 Dining11'0" x 9'1"Liv. Rm.12'9" x 15'8"3' - 11"31' - 2"35' - 1" 26' - 9"21' - 3"49' - 5"S.S.W.C.W.H.W.C.ShowerUpR.R.

Bed Rm.111' x 13'
Pantry
2 Car Garage17'5" x 16'11"Hall.1R.R.Cl.Ent.Ent.

Loft12' x 15'3"
LaundryCl.

S.D.W.LaundryDnMasterBed Rm.11'5" x 15'3"MasterBath Rm.8' x 15'1" W.I. C.

Bed Rm.315'8" x 16'
ShelveShowerS.S.S.Cl.W.C.W.C.R.R.
17' - 4 1/4"26' - 9"44' - 1 1/4"
3' - 11"31' - 2"35' - 1"
32' - 1"
Balcony1st FloorScale:1/4"=1'-0" 2nd FloorScale:1/4"=1'-0" Model F1st Floor-1251 Sq. Ft2nd Floor-1225 Sq. FtGarage-344 Sq. FtTotal -2,476 Sq. FtHabitable Area 1' - 0"2' - 6"6' - 0"2' - 6"12' - 9 1/4"2' - 6"1' - 11"3' - 0"7' - 3"3' - 0"1' - 8"5' - 2"3' - 0"12' - 10"3' - 0"7' - 2"11' - 3"3' - 0"5' - 9"2' - 6"6' - 1"2' - 6"1' - 0" 8' - 7"2' - 6"10' - 5"2' - 6"8' - 0"2' - 6"2' - 10"6' - 0"4' - 8" 11' - 11"2' - 6"12' - 0"2' - 6"10' - 4 1/32"2' - 6"7' - 8" 8' - 0"2' - 6"2' - 4"3' - 0"2' - 0"16' - 0"1' - 3"
12B32B114312B
5 OH-1
211 111
1 C3' - 0"5' - 0"5' - 0"AB3' - 0"2' - 6"2' - 6"7' - 6"6' - 8" 6' - 8"
7' - 0"16' - 0"3' - 0"6' - 0"2' - 6"2B1354OH-1 4' - 0"2' - 6" A0' - 9"2' - 6"15' - 1"3' - 0"13' - 9"A A
A
A
AA BB
BB
BDB
B

C C CCC
DOOR SCHEDULE:WINDOW SCHEDULE:Note: 1-The Manufactured Windows Shall Have A Label Attached Certified By The National Fenestration Rating Council (NFRC) Until Final Inspection Has Been Completed.2-The NFRC Temporary Label Displayed On Windows Must Remain On The Unit Until Final Inspection Has Been Completed.

Note: Door HardwareShlage L9440 Lever Handles,Shlage 20001C606114 Key Locks,Shlage S48B3 Mortise Dead Bolt And Nuk3y Grade Hinges On All Doors 7' - 0"
WALL TYPES:Interior Wall1/2" Interior Drywall (Moisture Proof)4" Wood Stud1/2" Interior Drywall 35"18"COSLEGEND:Smoke Detector Carbon Monixide Exterior Wall3/4"Stucco Finish7/8" OSB Wall Sheathing2" x 6" Pressure Treated Std.1/2" Interior Drywall 18"16"2Interior Wall1/2" Interior Drywall4" Wood Stud1/2" Interior Drywall 18"5" Window Tag #Window SizeWindow TypeWindow RemarkQty.2'6" x 5'0"9Vinyl 2 Pane Tempered Clear GlassSHGC0.56UFactor0.30A3'10" x 5'0"7Vinyl 2 Pane Tempered Clear Glass0.560.30B ManufactuerCVinyl 2 Pane Tempered Glass52'6" x 3'0"0.560.30Vinyl SliderDoor Tag #Door SizeDoor SwingDoor TypeDoor RemarkDoor Qty.Manufactuer2B4'0" x 6'8"5 Pair1 1/2" ThickInterior Type-Solid Wood. Sliding DoorR.H.L.H.6'0" x 6'8"2'6" x 6'8"211 1/2" Thick1 1/2" Thick1 Pair1232'6" x 6'8"21 3/4" ThickExterior Type-Solid CoreWd. Flush Panels3'0" x 7'0"11 3/4" ThickExterior Type-Solid CoreWd. Flush Panels/Arched46'0" x 6'8"1 Pair1 3/4" ThickExterior Type-VinylFull Glass Panels5 16'0" x 7'-0"OH-012" Thick1 ____OVERHEAD/GARAGEInterior Flush/Solid Wood Door____Interior Flush/Solid Wood Sliding Door____R.H.L.H.L.H.____ Vinyl SliderVinyl Slider
A3' - 8"3' - 0"3' - 8"3' - 0"7' - 5"2' - 6"5' - 11"2' - 6"3' - 5" Tub
RangeS.Kit.13'5" x 12'9"Ref.

Cl.WasherDryer2B
1A2' - 0"
Cl.12B
4' - 0"DDVinyl 2 Pane Tempered Glass12'6" x 4'0"0.560.30Vinyl Slider 1A
1 R.H.2'0" x 6'8"1A1 1/2" Thick1Interior Flush/Solid Wood Door 3' - 0"2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
PrimaryEntranceCOS COSCOCOSCO
CO
TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors TMC Windows & DoorsTMC Windows & DoorsTMC Windows & DoorsTMC Windows & Doors 1 1
11112 2222 2
222
2 2 322
2 22 22
2 222 2222222222333333
3 3 23 333 33
2 33Cl.
6' - 1"4' - 10"6' - 3" 17' - 0"18' - 1"12' - 4"4' - 0"18' - 9" Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A137 Floor Plan Model FYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 259 of 410 +0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.
+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr.+0'-0"Fin. Grade+0'-8 1/4"Fin. 1st Flr. 3' - 0"6' - 8"3' - 0"5' - 0"7' - 4"5' - 0"2' - 0"6' - 8"Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"0' - 7 3/4" 3' - 0"3' - 2"
5' - 0"2' - 0"
Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"0' - 7 3/4" 6' - 8"
Ridge24' - 0 1/2"Eave19' - 4 1/2"9' - 8 3/4"0' - 7 3/4"3' - 0" 3' - 0"
3' - 0"
A

A AAA AC C
BBB
BBBB
3 35
312
312512 512512
Model FSpanish Clay Tile Roofing3/4" Stucco TextureStone Spanish MedallionMetal Medallion W/Balcony RailingRugged Stone Relief Illuminated Address PanelSpanish Style Wood Door 123456 E-1 E-2
E-3 E-4
7 77
Sconce Lighting 6
22 22
222 2222
111
11 1 11 1
3' - 2"3' - 0"3' - 2"C4' - 0"3' - 2"D
3' - 0"3' - 2"C2
Gutter And Downspouts 7
777 6
65' - 0"2' - 0"
5' - 0"2' - 0"
5' - 0"2' - 0"
5' - 0"2' - 0"
16427' - 0"7' - 0"3' - 0"3' - 10"
3' - 0"8' - 10"5' - 0"2' - 0"
Ridge24' - 0 1/2"Eave19' - 4 1/2"3' - 0"
ACCO.H.14B
4123124127653422 2211 1
2' - 0"5' - 0"A 777 779' - 0 1/4"9' - 8 3/4"

AA A AAA

AAAAA A

BBBBBB BB BBBB

BBBB BBBBBBBBBB B

C CCC CC C
CCCCC
Porch
PorchKC
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A138 Model F ElevationsYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 260 of 410 Model F
35' - 1"
49' - 5"
1st Floor-1251 Sq. Ft2nd Floor-1225 Sq. FtGarage-344 Sq. FtTotal -2,476 Sq. Ft 2 StoryClay Tile RoofWood StructureStucco Exterior
PrimaryEntrance
Attached2 Car Garage1' - 0"
1' - 0"1' - 0"0' - 1"
1' - 0"1' - 0"
1' - 0"
1' - 0"5:124:124:125:125:124:124:12 3:12
3:123:12 3:12 1-All Exterior Doors Shall Be Weather Stripped.2-Wall Insulation Shall Be R-213-Roof Insulation Shall Be R-384-Ventilation Rate Of Flat Roofs Is 1 Square Foot Of VentilationFor Every 150 Square Feet.5-Passive Roof Ventilators Shall Be "Ohagin Ventilation Corp." Ventilation Area: 151 To 400 Sq. Ft.Unique Storm Proof Systems Prevents Infiltrations Capturing Wind Flow From All Directions At Wind Velocities As Low as 6 km./hr. (4 mi./hr.)Draws Stale Air And Moisture Out Of Home.Prevents Moisture & Heat Build-Up In Building.Color: Regent Grey QC-8730,VW-6082GENERAL CONSTRUCTION NOTES:

Permit Application Number:

PASSIVE VENT NOTES:1-Contractor Shall Verify All Notes,Dimensions & Conditions Prior To Construction.2-Provide Vented Blocking Over Supports.3-Bearing Walls Noted.4-Frame Shall Not Be Field Altered Without Prior Building Department Approval Which Include New Engineering Calculations.5-Install Shear Walls And/Or Blocking In Roof Structure Before Installing Finish Roofing.6-1400 C.F.M. Power Fan /300=4.6 Sq. Ft. Of Intake NFA NeededRoof Ventilation:Total Sq. Ft. 2,035/150 Sq. Ft.Of Roof Ventilation. Ohagin High Profile Model (97.5 Sq. Inches NFVA) Per 150 Square Ft. Of Roof 11-14 Vents Required.Roof Sheathing:15/32" CDX Plywood Or OSB Index 24/0 W/8d 6" O.C. End 12" O.C. FNRoof Frame:12" TGI Wood Beams Per Every 16 Inches On Center.Scale:1/4"=1'-0" 2,035 S.F. Hip RoofClass C 2" Rigid Insulation20 Yr. Warranty Roofing FeltSheathing:24/0 W/8d 6" O.C. End 12" O.C. FNGravel Top CoatRidgePerimeter Of Bearing Wall Alum.Gutter
"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent"Ohagin"PassiveVent4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve4 x 14 Vent At New Eve 4 x 14 Vent At New Eve4 x 14 Vent At New Eve
4 x 14 Vent At New EveAlum.Gutter
Alum.Gutter3' - 0"2' - 6"
Alum.Roof
Access Panel
Color:Regent Grey
Alum.GutterRidgeAlum.GutterBalcony
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A139 Model F Roof PlanYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 261 of 410 Aluminum/Wd. Cladding (Optional)OSBRoofSheathing
Membrane Clad SheetMetal Edge-StaggerFasten To Deck Or Wd.Blocking At 3" O.C.High Heat/TemperatureResistant Self AdheringMembrane TapeFire Resistant MembraneProtection FabricExtend Down Fascia A Min. Of 1"Wood NailerWd. FasciaOSB Roof DeckContinuos CleatOr Individual ClipsFasten Low And SecurelyEngage Into Flashing Hem.Seam PlatesAnd Screw FastenersMin. 3/4" EngagementAt Hemmed Drip EdgeCut Seam Sealant3" FeatherFlashing PlySingle Ply ThermoplasticRoofing Plastic Jamb Casing TrimWindow UnitSill SlopedApron
6" Min.6" Min.
6" Min.6" Min.
6" Min.6" Min.Weather Barrier OverlappedTo Direct Moisture AwayFrom Structure/FramingFolded Or Soldered SillFlashingWd. Cap MoldHead Casing/TrimFolded Or Soldered HeadFlashing With Drip Edge Typical Window FlashingNot To Scale
4" Min.UnderlaymentRidgeFlashingSelf Adhering Peel And Stick MemberaneScrew WithNeoprene Washer Ridge Section-Flashing DetailNot To Scale
(Alt) Roof Fascia Section-Flashing DetailNot To ScaleBarge Rafter1 x 6 Fascia Bd.OSB Bd.Aluminum/Wd. Cladding 1 1/4" x 1 1/2" Alum. Drip Edge RakeL ProfileDrip EdgeOSB Bd.Drip Edge-Flashing DetailNot To Scale Sidewall Flashing Detail At Flat RoofNot To Scale2 x 6 ledger @ Flat RoofSee Structural DetailsStep Flashing1/2" OSB Roof DeckAsphalt ShinglesSynthetic Trim RunAlong Lower RoofHousewrapOverlapsRoof Flashing6"R-38 Rigid Insulation 6 Permit Application Number:

L ProfileDrip EdgeAluminum CladdingRoughFasciaOSBRoofSheathingJ ChannelHouse WrapSheathing5" x 12" Vented VinylSoffit Panel(Silicone SealantAt Perimeter) DoubleTop PlateRafterWood Nailer
Not To Scale7 3/4" x 3/4"Wd. SoffitRoof Fascia/Soffit-Flashing Detail 1"Airspace
Det.
1Det.2Det. 3Det.
4Det.
5Det.

Felt Underlayment
1/2"OSB Roof Deck2 x 6 Beams @ Flat RoofSee Structural Details1/2"Hardiboard W/ A Textural Paint Buildup Stucco Finish
Notes:1-Drip Edge On Eave Goes Under Felt.2-Rake Drip Edge Always Goes All The Way To Corner And Overlaps Eave Drip Edge.3-Trim End Of Rake Drip Edge To Match Eave Drip Edge End.4-Drip Edge On Slope (Rake) Goes On Top Of Felt.5-Attach Drip Edge With 7/8" Roofing Nails On 24" Centers On Top Edge.

Underlayment Felt
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A140 Construction Details.1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 262 of 410 Permit Application Number:

Vapor BarrierNot To Scale4" Conc. Slab Per Structural2 Layers Of Vapor RetarderManufacturer:Laticrete Hydro BanICC ESR-24176 Mil PolyethyleneVapor Barrier2 X 6 Sill Plate5/8" Type X DrywallGradeGrade D Paper &Lath & StuccoExterior4'-0"To Top OfDoorbell ButtonTop Of DoorbellWireless BatteryOperated Doorbell PushButton,Colonial StyleWhiteDimensions:H 2.75,W1.D 0.5 4'-0"To Top OfDoorbell Button
15" Min.To BottomOf BoxLight SwitchThermostatTel/Data OutletPower OutletELEVATIONELEVATIONDoorbell Buttons Or Control, When Installed,Shall Not Exceed 48 Inches (1219.2 mm) Above Exterior Floor Or landing Measured From The Top Of The Doorbell Button Assembly.Where Doorbell ButtonsIntegrated With Other Features Are Required To Be Installed Above 48 Inches (1219.2 mm) Measured From The Exterior Floor Or Landing,A Standard Doorbell Button Or Control Shall Also Be Provided At A Height Not Exceeding 48 Inches (1219.2 mm) Above Exterior Floor Or Landing,Measured From The Top Of The Doorbell Button Or Control.Electrical Receptacle Outlets,Switches And Controls (Including Controls For Heating,Ventilation And Air Conditioning Intended To Be Used By Occupants Shall Be Located No More Than 48 Inches (1219.2 mm)Measured From The Top Of The Outlet Box And Not Less Than 15 Inches (381 mm) Measured From The Bottom Of The Outlet Box Above The Finish Floor.

1.Reinforcement Shall Be Solid Lumber Or OtherConstruction Materials Approved By the Enforcing Agency.2.Reinforcement Shall Not Be Less Than 2 By 8 Inch (51 mm By203 mm) Nominal Lumber [1 1/2 Inch By 7 1/4" Inch (38mm By 184 mm)Actual Dimension] Or Other Construction Material ProvidingEqual Height And Load Capacity.Reinforcement Shall BeLocated Between 32 Inches (812.8 mm) And 391/4 Inches (997 mm)Above The Finished Floor Flush With The Wall Framing.3.Water Closet Reinforcement Shall Be Installed On BothSide Walls Of The Fixture,Or One Sidewall And The BackWall.4.Shower Reinforcement Shall Be Continuous Where WallFraming Is Provided.5.Bathtub And Combination Bathtub/Shower ReinforcementShall Be Continuos On Each End Of The Bathtub And TheBack Wall.Additionally,Back Wall Reinforcement For ALower Grab Bar Shall Be provided With The Bottom EdgeLocated No More Than 6 Inches (152.4 mm) Above The Bathtub Rim.6.Information And/Or Drawings Identfying The Location OfGrab Bar Reinforcement Shall Be Placed In The OperationAnd maintanance Manual In Accordance With The CGBSCSection 4.410.1Detail7 Detail9 Detail10
Grab Bar Reinforcement (Typ)Not To ScaleDetail82X Wood FrameOSB SheathingExpanded Metal Lath2 Layers Of Type 1 Graded PaperApplied Over All Wood BaseStucco Scratch CoatStucco Brown CoatStucco Finish Color CoatMinimum 0.019 Inch CorrosionResistant Weep ScreedNo. 26 Galvenized Sheet GuageFoundation WaterproofingFoundationNote:Two Layers Of Grade D Or 60 Minute Grade D PaperApplied Over All Wood Base Sheathing (CRC R703.7.3& R703.2).2.The Screed Shall Be InstalledWith Te Weep OpeningsLocated A Minimum 1 Inch Below Foundation PlateLine And 4 Inches Above Finish Grade Or 2 InchesAbove Paved Areas (CRC R 703;1;1 & R 703.7.2.1) 1/2" Type X Sheetrock
1 Hour Fire Rated Wall Isometric (Exterior) N.T.S.

Note:Water Closet Reinforcement Shall Be Installed OnBoth Side Walls Of The Fixture,Or On One Side Wall And Back Wall.

Note:Non Sprinklered Structure R 302.1,T-R302.1(1) & (2)Detail11 6"
Rating Per CBC Table 721.1(2) #15-1.3
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A141 Construction Details.2Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 263 of 410 PantryRef.S.Range51A
PantryS.RangeRef.51A
Model: ADU1st Flr.: 800 Sq. Ft.

Model: ADU1st Flr.: 657 Sq. Ft.

Kit.Ref.RangeS.Pantry11'4 x 11'6"1Model: A,A11st Flr.: 800 Sq. Ft.

EQEQEQEQEQEQMicrowaveOven9' - 8 1/4"
Cab. Cab. EQEQEQEQEQEQMicrowaveOven8' - 7"9' - 8 1/4"
Cab. Cab. MicrowaveOven9' - 8 1/4"
3' - 2"
4' - 1"3' - 2"
Permit Application Number:

Residential Kitchen Building RequirementsElectrical:1-All kitchen countertop outlets shall be GFCI protected.[CEC 210.8(A)(6)2-Receptacles shall be listed as tamper resistant.3-12" or wider countertops require an outlet.[CEC210.52(C)(1).4-Outlets are required within 24" of any location along the countertop.[CEC 210.52(C)(2)]5-Kitchen outlets positioned a maximum 20" above countertop.[CEC 210.210.52(C)(3)6-Appliance garage outlets are not counted as a required countertop outlet.[CEC 210.52(C)(5)7-Appliances and sinks break up the countertop run,requirement each side to comply individually.8-[CEC 210.52 (C)(4)9-The electrical outlet requirements include islands,peninsulas,kitchen desktops,wet bars,and serving bars.A large windowacross the back of a sink or lack of a backsplash does notexempt the countertop from the outlet requirements.These outlets may be in a drop front cabinet face,under cabinet plugstrip,pop up or tombstone type receptacle.[CEC210.52(C)(2)(3)]10-Two small appliance outlet circuits,20 amps each,are required for kitchens.Circuits shall be balanced and have no other outlets.[CEC 210.52(B)(1),(2)11-Individual dedicated circuits are required for all major appliances.The rating of an individual branch circuit shall not be less than the marked rating of an appliance having combinedloads as provided in 422.62.[210.11(C) & 422.10(A)12-Garbage disposal cord and plug connected 18" to 36" long.[CEC 422.16(B)(1)13-Dishwasher cord 36" to 78" long.Romex installed with a plugis not an approved flexible cord.[CEC 422.16(B)(2)14-Minimum 15 amp circuit for the dishwasher and a 15 amp circuitfor the disposal [CEC210.23(A)]15-If using a split outlet (two circuits on the same yoke) fordishwasher/disposal,provide a listed handle tie at the two circuitbreakers at the panel.[CEC 210.7]16-Residential kitchen lighting is required to meet the energyefficiency standards.[CEC 150(K)(1)17-Flourescent recessed lighting,when used to comply with the lighting requirements,must be of a pin base type design.Incandescentscrew type base is not approved.18-AFCI protection is required to kitchen by any of the means described in 210.12(A)(1)-through (6) [CEC 210.12(A)]19-GFI protection for laundry area.[CEC 210.8(A)(10)]20-GFI protection for dishwasher.[CEC 210.8(D).21-All recessed downlight luminaires shall be in accordance with reference joint appendix JA8 and be marked as meeting JA8.Mechanical:1-A ducted residential exhaust hood is required.A metal,smoothinterior surface duct required on vent hood or down draft exhaust vent.Aluminum flex duct not approved.Provide back draft damper.[504.3]2-Minimum 30" vertical clearance to combustables from cook top surface.3-Kitchen local exhaust ventilation requires a minimum rate of 100 cfm meeting the requirements of ASHRA 62.2.This includes a maximum sound rating of 3 sones @ 100cfm.4-Kitchen local exhaust ventilation shall terminate a minimum 3 ft. from an opening [CMC 502.2.1] Plumbing:1-A gas test is required on piping modifications (10psi for 15 mins).A maximum 15psi guage is required for the gas test.A lower gaspressure test may be performed when using a recording test guage per section 1213.3 of the CPC.2-Gas lines that run under a slab shall run through an approved,vented,gas tight conduit.Gas line shall be encased in an approved conduit designed to withstand the imposed loads and installed inaccordance with Sect. 1210.1.6.1 or 1210.1.6.2.Or encasementsystem that is listed for installation beneath building.3-An accessible shutoff valve shall be installed outside each appliance and ahead of the union connected thereto and in additionto any valve on the appliance [CPC 1210.09]4-Provide maximum 6 ft. long listed gas flexible connector and shutoff to free withstanding range.5-A listed air gap is required for the dishwasher drain.[CPC 807.3]6-The maximum flow rate standards for the sink faucets are 1.8 GPM at 60psi.Kitchen faucets may temporarily increase the flow above themaximum rate,but not to exceed 2.2 GPM at 60 psi,and must defaultto a maximum flow rate of 1.8 GPM.[CPC 420.21] Plumbing Fixture:1-Effective January 1,2104,Senate Bill (SB) 407 and california civilcode section 1101.1-1101.8 requires all noncompliant plumbing fixtures to be replaced with water conserving plumbing fixtures when building is undergoing alterations or improvements if the residential property was built and available for use on or before january 1,1994.Please refer to "Plumbing Fixture Replacement (SB407).Requirements and Policy" to determine if the project requires compliance.Replacement:Smoking Alarms & Carbon:1-Kitchen renovations will require the smoke and carbon monixide alarms for the dwelling to meet the current code prior to the finalinspection as follows:[CRC R314 & R315]2-Smoke alarms are required in all sleeping rooms,outside each sleeping area in the immediate vicinity of the bedrooms,on each floor level including basements and habitable attics,but not including crawl spaces and uninhabitable attics.3-Carbon monoxide alarms are required in dwelling units and sleeping units when fuel burning appliances are installed,and/or dwelling units have attached garages.Either condition requires alarms.4-When more than one alarm of either type is required to be installed within an individual dwelling unit,the alarm devices shall be interconnected in such a manner that activation of one alarm will activate all the other alarms.5-In existing conditions,alarms may be battery operated when the repairs or alterations do not result in the removal of the wall and ceiling finishes or there is no access by means of an attic,basement or crawlspace.6-Multipurpose alarms that combine both a smoke alarm and carbon monixide alarm shall comply with an applicable standards of both CRC Sections R314 & R315 and be listed by the office of the state fire marshal.7-Smoke alarms shall be listed in accordance with UL217.combination smoke and carbon monoxide alarms shall be listed in accordance with UL217 and UL2034.8-Smoke alarms or smoke detectors shall be installed a minimum of 20 feet horizontal distance from a permanently installed cooking appliance [R314.3.1] Monoxide Alarms:
2022 Building Codes
S.
5' - 9"3' - 2"
ElevationsAB
ElevationsAB 4' - 2"
Island W/ SinkScale:1/4"=1'-0"
ElevationScale: 1/4"=1'-0"
Elevation AScale: 1/4"=1'-0"
Island W/ SinkScale:1/4"=1'-0"
Island W/ SinkScale:1/4"=1'-0"Elevation AScale: 1/4"=1'-0"Elevation BScale: 1/4"=1'-0" 8' - 7"Refrig. Cab. 2'-0" Pantry
Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A142 Kitchen Millwork ADU-Model A,A1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 264 of 410 S.Kit.Ref.Range18' x 14'3"Ref.RangeS.Kit.Pantry11'6" x 10'2"11Model: B1st Flr.: 800 Sq. Ft.

Model: C1st Flr.: 800 Sq. Ft.

Ref.RangeS.Kit.Pantry13'0" x 12'6"1AModel: D1st Flr.: 800 Sq. Ft.Ref.RangeS.Kit.13'0" x 12'6"Pantry1AModel: D11st Flr.: 800 Sq. Ft. 9' - 8 1/4"Full Kitchen Height8' - 7"
MicrowaveOven8' - 7"9' - 8 1/4"
MicrowaveOven8' - 7"Island W/ Sink5' - 1"3' - 2"SinkScale:1/4"=1'-0"Refrig. Cab.

S.4' - 1"3' - 2"SinkIsland W/ SinkScale:1/4"=1'-0"Pantry 1AElevationsAB Elevation AScale: 1/4"=1'-0"Elevation BScale: 1/4"=1'-0" Cab. Cab. MicrowaveOven8' - 7"9' - 8 1/4"S.4' - 1"3' - 2"SinkIsland W/ SinkScale:1/4"=1'-0"ElevationScale: 1/4"=1'-0" S.PantryElevationScale: 1/4"=1'-0"
Refrig. Cab.

Refrig. Cab.

G
Residential Kitchen Building RequirementsElectrical:1-All kitchen countertop outlets shall be GFCI protected.[CEC 210.8(A)(6)2-Receptacles shall be listed as tamper resistant.3-12" or wider countertops require an outlet.[CEC210.52(C)(1).4-Outlets are required within 24" of any location along the countertop.[CEC 210.52(C)(2)]5-Kitchen outlets positioned a maximum 20" above countertop.[CEC 210.210.52(C)(3)6-Appliance garage outlets are not counted as a required countertop outlet.[CEC 210.52(C)(5)7-Appliances and sinks break up the countertop run,requirement each side to comply individually.8-[CEC 210.52 (C)(4)9-The electrical outlet requirements include islands,peninsulas,kitchen desktops,wet bars,and serving bars.A large windowacross the back of a sink or lack of a backsplash does notexempt the countertop from the outlet requirements.These outlets may be in a drop front cabinet face,under cabinet plugstrip,pop up or tombstone type receptacle.[CEC210.52(C)(2)(3)]10-Two small appliance outlet circuits,20 amps each,are required for kitchens.Circuits shall be balanced and have no other outlets.[CEC 210.52(B)(1),(2)11-Individual dedicated circuits are required for all major appliances.The rating of an individual branch circuit shall not be less than the marked rating of an appliance having combinedloads as provided in 422.62.[210.11(C) & 422.10(A)12-Garbage disposal cord and plug connected 18" to 36" long.[CEC 422.16(B)(1)13-Dishwasher cord 36" to 78" long.Romex installed with a plugis not an approved flexible cord.[CEC 422.16(B)(2)14-Minimum 15 amp circuit for the dishwasher and a 15 amp circuitfor the disposal [CEC210.23(A)]15-If using a split outlet (two circuits on the same yoke) fordishwasher/disposal,provide a listed handle tie at the two circuitbreakers at the panel.[CEC 210.7]16-Residential kitchen lighting is required to meet the energyefficiency standards.[CEC 150(K)(1)17-Flourescent recessed lighting,when used to comply with the lighting requirements,must be of a pin base type design.Incandescentscrew type base is not approved.18-AFCI protection is required to kitchen by any of the means described in 210.12(A)(1)-through (6) [CEC 210.12(A)]19-GFI protection for laundry area.[CEC 210.8(A)(10)]20-GFI protection for dishwasher.[CEC 210.8(D).21-All recessed downlight luminaires shall be in accordance with reference joint appendix JA8 and be marked as meeting JA8.Mechanical:1-A ducted residential exhaust hood is required.A metal,smoothinterior surface duct required on vent hood or down draft exhaust vent.Aluminum flex duct not approved.Provide back draft damper.[504.3]2-Minimum 30" vertical clearance to combustables from cook top surface.3-Kitchen local exhaust ventilation requires a minimum rate of 100 cfm meeting the requirements of ASHRA 62.2.This includes a maximum sound rating of 3 sones @ 100cfm.4-Kitchen local exhaust ventilation shall terminate a minimum 3 ft. from an opening [CMC 502.2.1] Plumbing:1-A gas test is required on piping modifications (10psi for 15 mins).A maximum 15psi guage is required for the gas test.A lower gaspressure test may be performed when using a recording test guage per section 1213.3 of the CPC.2-Gas lines that run under a slab shall run through an approved,vented,gas tight conduit.Gas line shall be encased in an approved conduit designed to withstand the imposed loads and installed inaccordance with Sect. 1210.1.6.1 or 1210.1.6.2.Or encasementsystem that is listed for installation beneath building.3-An accessible shutoff valve shall be installed outside each appliance and ahead of the union connected thereto and in additionto any valve on the appliance [CPC 1210.09]4-Provide maximum 6 ft. long listed gas flexible connector and shutoff to free withstanding range.5-A listed air gap is required for the dishwasher drain.[CPC 807.3]6-The maximum flow rate standards for the sink faucets are 1.8 GPM at 60psi.Kitchen faucets may temporarily increase the flow above themaximum rate,but not to exceed 2.2 GPM at 60 psi,and must defaultto a maximum flow rate of 1.8 GPM.[CPC 420.21] Plumbing Fixture:1-Effective January 1,2104,Senate Bill (SB) 407 and california civilcode section 1101.1-1101.8 requires all noncompliant plumbing fixtures to be replaced with water conserving plumbing fixtures when building is undergoing alterations or improvements if the residential property was built and available for use on or before january 1,1994.Please refer to "Plumbing Fixture Replacement (SB407).Requirements and Policy" to determine if the project requires compliance.Replacement:Smoking Alarms & Carbon:1-Kitchen renovations will require the smoke and carbon monixide alarms for the dwelling to meet the current code prior to the finalinspection as follows:[CRC R314 & R315]2-Smoke alarms are required in all sleeping rooms,outside each sleeping area in the immediate vicinity of the bedrooms,on each floor level including basements and habitable attics,but not including crawl spaces and uninhabitable attics.3-Carbon monoxide alarms are required in dwelling units and sleeping units when fuel burning appliances are installed,and/or dwelling units have attached garages.Either condition requires alarms.4-When more than one alarm of either type is required to be installed within an individual dwelling unit,the alarm devices shall be interconnected in such a manner that activation of one alarm will activate all the other alarms.5-In existing conditions,alarms may be battery operated when the repairs or alterations do not result in the removal of the wall and ceiling finishes or there is no access by means of an attic,basement or crawlspace.6-Multipurpose alarms that combine both a smoke alarm and carbon monixide alarm shall comply with an applicable standards of both CRC Sections R314 & R315 and be listed by the office of the state fire marshal.7-Smoke alarms shall be listed in accordance with UL217.combination smoke and carbon monoxide alarms shall be listed in accordance with UL217 and UL2034.8-Smoke alarms or smoke detectors shall be installed a minimum of 20 feet horizontal distance from a permanently installed cooking appliance [R314.3.1] Monoxide Alarms:
2022 Building Codes
1-Dining Room,Kitchen,Laundry,Pantry All Have 12" x 12" Non Slip Tiles. 2-Kitchen Walls At Countertop And Laundry Will Be 1/2" Moisture Proof Drywall.3-Owner To Review With Contractor Various Types Of Floor And Ceiling Moulding.4-Kitchen Sink Style:Deer Valley 30" x 24" Farmhouse Sink-Color White.5-Millwork And Cabinet Measurements Shall Be Field Verified By Contractor Or Installer6-Kitchen Countertop-Corian Or QuartzFinish Notes:

Permit Application Number:Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A143 Kitchen Millwork Model B,C,D,D1Yihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 265 of 410 9' - 8 1/4"Full Kitchen Height8' - 7"
Cab. Cab. MicrowaveOven8' - 7"9' - 8 1/4"
Pantry MicrowaveOven8' - 7"9' - 8 1/4"Island W/ Sink5' - 1"3' - 2" Permit Application Number:

Residential Kitchen Building RequirementsElectrical:1-All kitchen countertop outlets shall be GFCI protected.[CEC 210.8(A)(6)2-Receptacles shall be listed as tamper resistant.3-12" or wider countertops require an outlet.[CEC210.52(C)(1).4-Outlets are required within 24" of any location along the countertop.[CEC 210.52(C)(2)]5-Kitchen outlets positioned a maximum 20" above countertop.[CEC 210.210.52(C)(3)6-Appliance garage outlets are not counted as a required countertop outlet.[CEC 210.52(C)(5)7-Appliances and sinks break up the countertop run,requirement each side to comply individually.8-[CEC 210.52 (C)(4)9-The electrical outlet requirements include islands,peninsulas,kitchen desktops,wet bars,and serving bars.A large windowacross the back of a sink or lack of a backsplash does notexempt the countertop from the outlet requirements.These outlets may be in a drop front cabinet face,under cabinet plugstrip,pop up or tombstone type receptacle.[CEC210.52(C)(2)(3)]10-Two small appliance outlet circuits,20 amps each,are required for kitchens.Circuits shall be balanced and have no other outlets.[CEC 210.52(B)(1),(2)11-Individual dedicated circuits are required for all major appliances.The rating of an individual branch circuit shall not be less than the marked rating of an appliance having combinedloads as provided in 422.62.[210.11(C) & 422.10(A)12-Garbage disposal cord and plug connected 18" to 36" long.[CEC 422.16(B)(1)13-Dishwasher cord 36" to 78" long.Romex installed with a plugis not an approved flexible cord.[CEC 422.16(B)(2)14-Minimum 15 amp circuit for the dishwasher and a 15 amp circuitfor the disposal [CEC210.23(A)]15-If using a split outlet (two circuits on the same yoke) fordishwasher/disposal,provide a listed handle tie at the two circuitbreakers at the panel.[CEC 210.7]16-Residential kitchen lighting is required to meet the energyefficiency standards.[CEC 150(K)(1)17-Flourescent recessed lighting,when used to comply with the lighting requirements,must be of a pin base type design.Incandescentscrew type base is not approved.18-AFCI protection is required to kitchen by any of the means described in 210.12(A)(1)-through (6) [CEC 210.12(A)]19-GFI protection for laundry area.[CEC 210.8(A)(10)]20-GFI protection for dishwasher.[CEC 210.8(D).21-All recessed downlight luminaires shall be in accordance with reference joint appendix JA8 and be marked as meeting JA8.Mechanical:1-A ducted residential exhaust hood is required.A metal,smoothinterior surface duct required on vent hood or down draft exhaust vent.Aluminum flex duct not approved.Provide back draft damper.[504.3]2-Minimum 30" vertical clearance to combustables from cook top surface.3-Kitchen local exhaust ventilation requires a minimum rate of 100 cfm meeting the requirements of ASHRA 62.2.This includes a maximum sound rating of 3 sones @ 100cfm.4-Kitchen local exhaust ventilation shall terminate a minimum 3 ft. from an opening [CMC 502.2.1] Plumbing:1-A gas test is required on piping modifications (10psi for 15 mins).A maximum 15psi guage is required for the gas test.A lower gaspressure test may be performed when using a recording test guage per section 1213.3 of the CPC.2-Gas lines that run under a slab shall run through an approved,vented,gas tight conduit.Gas line shall be encased in an approved conduit designed to withstand the imposed loads and installed inaccordance with Sect. 1210.1.6.1 or 1210.1.6.2.Or encasementsystem that is listed for installation beneath building.3-An accessible shutoff valve shall be installed outside each appliance and ahead of the union connected thereto and in additionto any valve on the appliance [CPC 1210.09]4-Provide maximum 6 ft. long listed gas flexible connector and shutoff to free withstanding range.5-A listed air gap is required for the dishwasher drain.[CPC 807.3]6-The maximum flow rate standards for the sink faucets are 1.8 GPM at 60psi.Kitchen faucets may temporarily increase the flow above themaximum rate,but not to exceed 2.2 GPM at 60 psi,and must defaultto a maximum flow rate of 1.8 GPM.[CPC 420.21] Plumbing Fixture:1-Effective January 1,2104,Senate Bill (SB) 407 and california civilcode section 1101.1-1101.8 requires all noncompliant plumbing fixtures to be replaced with water conserving plumbing fixtures when building is undergoing alterations or improvements if the residential property was built and available for use on or before january 1,1994.Please refer to "Plumbing Fixture Replacement (SB407).Requirements and Policy" to determine if the project requires compliance.Replacement:Smoking Alarms & Carbon:1-Kitchen renovations will require the smoke and carbon monixide alarms for the dwelling to meet the current code prior to the finalinspection as follows:[CRC R314 & R315]2-Smoke alarms are required in all sleeping rooms,outside each sleeping area in the immediate vicinity of the bedrooms,on each floor level including basements and habitable attics,but not including crawl spaces and uninhabitable attics.3-Carbon monoxide alarms are required in dwelling units and sleeping units when fuel burning appliances are installed,and/or dwelling units have attached garages.Either condition requires alarms.4-When more than one alarm of either type is required to be installed within an individual dwelling unit,the alarm devices shall be interconnected in such a manner that activation of one alarm will activate all the other alarms.5-In existing conditions,alarms may be battery operated when the repairs or alterations do not result in the removal of the wall and ceiling finishes or there is no access by means of an attic,basement or crawlspace.6-Multipurpose alarms that combine both a smoke alarm and carbon monixide alarm shall comply with an applicable standards of both CRC Sections R314 & R315 and be listed by the office of the state fire marshal.7-Smoke alarms shall be listed in accordance with UL217.combination smoke and carbon monoxide alarms shall be listed in accordance with UL217 and UL2034.8-Smoke alarms or smoke detectors shall be installed a minimum of 20 feet horizontal distance from a permanently installed cooking appliance [R314.3.1] Monoxide Alarms:
2022 Building Codes
1-Dining Room,Kitchen,Laundry,Pantry All Have 12" x 12" Non Slip Tiles. 2-Kitchen Walls At Countertop And Laundry Will Be 1/2" Moisture Proof Drywall.3-Owner To Review With Contractor Various Types Of Floor And Ceiling Moulding.4-Kitchen Sink Style:Deer Valley 30" x 24" Farmhouse Sink-Color White.5-Millwork And Cabinet Measurements Shall Be Field Verified By Contractor Or Installer6-Kitchen Countertop-Corian Or QuartzFinish Notes:Ref.PantryRangeKit.S.10'11" x 10'9"Model: E1st Flr.: 800 Sq. Ft.Ref.PantryRangeKit.S.9'6" x 10'9"1AModel: E11st Flr.: 800 Sq. Ft.PantryRangeS.Kit.13'5" x 12'9"Ref.1A Model: F1st Flr.: 800 Sq. Ft.S.SinkScale:1/4"=1'-0"Refrig. Cab.

S.4' - 1"3' - 2"SinkRefrig. Cab. Island W/ SinkScale:1/4"=1'-0"Pantry 1AElevation AScale: 1/4"=1'-0"Elevation BScale: 1/4"=1'-0"ElevationsAB ElevationsAB Cab. Cab. MicrowaveOven8' - 7"9' - 8 1/4"S.4' - 1"3' - 2"SinkRefrig. Cab. Island W/ SinkScale:1/4"=1'-0"Pantry Elevation AScale: 1/4"=1'-0"Elevation BScale: 1/4"=1'-0" Scale:As NotedRevision Date:11.23.2025Chkd By:City Of IndioProject Number:Indio Res.01Designers:Edwin Hernandez Initial Date:9-29-2025 Pearl City Engineering2160 Copley DriveSuite 308Diamond Bar, California 91765 A144 Kitchen Millwork Model E,E1,FYihuan YuanEstrella Estates Development Entitlement83550 Avenue 50APN:612-280-014

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec...Page 266 of 410 CITY OF INDIO ● CEQA SECTION 15183 EXEMPTION CHECKLIST ● TTM 34120 (50 UNIT SUBDIVISION) SECTION 15183 ● ENVIRONMENTAL CHECKLIST

PAGE 1

CEQA SECTI0N 15183 CHECKLIST &

ENVIRONMENTAL ASSESSMENT

50 UNIT RESIDENTIAL SUBDIVISION
TENTATIVE TRACT MAP (TTM) 34120
APN 0612-280-014

CITY OF INDIO, RIVERSIDE COUNTY

LEAD AGENCY:

CITY OF INDIO, PLANNING DIVISION
100 CIVIC CENTER MALL
INDIO CALIFORNIA 92201
REPORT PREPARED BY:

BLODGETT BAYLOSIS ENVIRONMENTAL PLANNING
2211 S. HACIENDA BOULEVARD, SUITE 107
HACIENDA HEIGHTS, CALIFORNIA 91745

FEBRUARY 23

INDO 001

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec... Page 267 of 410 CITY OF INDIO ● CEQA SECTION 15183 EXEMPTION CHECKLIST ● TTM 34120 (50 UNIT SUBDIVISION) SECTION 15183 ● ENVIRONMENTAL CHECKLIST

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Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec... Page 268 of 410 CITY OF INDIO ● CEQA SECTION 15183 EXEMPTION CHECKLIST ● TTM 34120 (50 UNIT SUBDIVISION) SECTION 15183 ● ENVIRONMENTAL CHECKLIST

PAGE 3

SUMMARY SHEET
CEQA GUIDELINES SECTION 15183 EXEMPTION CHECKLIST
TTM 34120, INDIO, CALIFORNIA
PROJECT NAME: TTM 34120
LEAD AGENCY & CASE NO.: City of Indio.

CITY CONTACT: Nikolas Guitron, Assistant Planner
PROJECT APPLICANT: The Applicant for the proposed project is Mr. Sam Yuan , PO Box 8667 , Rowland Heights , California 91748
PROJECT LOCATION: The City of Indio is located in the Coachella Valley, approximately 60 miles southeast of the City of Riverside. The project site is located in the southeastern portion of the City of Indio. The project site is located on the north side of Avenue 50, approximately 650 feet east of Jackson Street. The project site is located

2.03 miles to the west of the SR -111. No address has been assigned to the project site. The site’s Assessor Parcel Number (APN) is 0612-280-014. The project site is located in Township 5 South, Range 7 East, Section 36, of the USGS (7 ½ Minute Map Series for the Indio, California Quadrangle, (1956)). The project site’s geographic coordinates are 33°41'12.05" N and -116°12'48.74" W.

CITY AND COUNTY: City of Indio, Riverside, County.

PROJECT: The proposed project would involve the approval of a 53-lot subdivision within the 7.68-gross acre (prior to dedications) or 5.65 -net acres (after dedications) property. The 5 3 proposed lots would include 50 for-sale lots for residences, and three open space lots for proposed recreation, and one lot for an infiltration basin which results in a density of approximately 6.5 dwelling units per acre . The proposed lots would range in area from 4,500 square feet to 6,896 square feet. The proposed subdivision would not involve the construction of any residences. The subdivision would permit the development of 50 units within the project site. The proposed lots would ultimately be developed around the three proposed public streets which would all terminate in cul-de-sacs. Access to the site would be provided by a 50-foot right-of-way, Cherry Street, that would extend north from Avenue 50. The proposed project would include right-of-way improvements to the north side of Avenue 50. The existing project site is currently vacant though the site was formerly occupied with a ranch house that has since been demolished. Currently, the site is disturbed due to grading, scattered refuse, and leftover elements of the previous development . The project site has a General Plan designation of Suburban Neighborhood High and is zoned as Suburban Neighborhood-8 (SN-8) which has a permitted density of 4 to 8 dwelling units per acre.

REPORT PREPARER: Blodgett Baylosis Environmental Planning. 2211 South Hacienda Blvd., Suite 107. Hacienda Heights, California 91745

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec... Page 269 of 410 CITY OF INDIO ● CEQA SECTION 15183 EXEMPTION CHECKLIST ● TTM 34120 (50 UNIT SUBDIVISION) SECTION 15183 ● ENVIRONMENTAL CHECKLIST

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Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec... Page 270 of 410 CITY OF INDIO ● CEQA SECTION 15183 EXEMPTION CHECKLIST ● TTM 34120 (50 UNIT SUBDIVISION) SECTION 15183 ● ENVIRONMENTAL CHECKLIST

PAGE 5

TABLE OF CONTENTS
SECTION 1 - STATEMENT OF REASONS FOR EXEMPTION FROM ADDITIONAL ENVIRONMENTAL REVIEW AND 15183 CHECKLIST (PURSUANT TO CEQA GUIDELINES §15183)............................................................................................. 6

1.1 PROJECT OVERVIEW ..................................................................................................................................... 6

1.2. PROJECT LOCATION .................................................................................................................................... 6

1.3. ENVIRONMENTAL SETTING ......................................................................................................................... 6

1.4. PROJECT DESCRIPTION ............................................................................................................................... 7 Exhibit 1-1 Regional Map .......................................................................................................................... 9 Exhibit 1-2 Site Location in Indio ............................................................................................................ 10 Exhibit 1-3 Local Map ............................................................................................................................... 11 Exhibit 1-4 Aerial Photo of Project Site .................................................................................................. 12 Exhibit 1-5 General Plan & Zoning Désignations .................................................................................. 13 Source: Blodgett Baylosis Environmental Planning ............................................................................ 13 Exhibit 1-6 Project Site Plan .................................................................................................................... 14

1.5. CONSTRUCTION CHARACTERISTICS ........................................................................................................... 15

1.6. DISCRETIONARY ACTIONS AND OTHER PERMITS THAT MAY BE REQUIRED ................................................ 15 SECTION 2. - SUMMARY OF 15183 CHECKLIST ................................................... 17

2.1 OVERVIEW ................................................................................................................................................. 17

2.2 CITY OF INDIO GENERAL PLAN UPDATE PROGRAM ENVIRONMENTAL IMPACT REPORT .............................. 17 SECTION 3 - CEQA GUIDELINES §15183 EXEMPTION CHECKLIST ..................... 19

3.1 AESTHETICS .............................................................................................................................................. 20

3.2 AGRICULTURE & FORESTRY RESOURCES .................................................................................................... 23

3.3 AIR QUALITY ............................................................................................................................................. 26

3.4 BIOLOGICAL RESOURCES ........................................................................................................................... 33

3.5 CULTURAL RESOURCES ..............................................................................................................................38

3.6 ENERGY ..................................................................................................................................................... 44

3.7 GEOLOGY & SOILS ...................................................................................................................................... 47

3.8 GREENHOUSE GAS EMISSIONS .................................................................................................................. 52

3.9 HAZARDS & HAZARDOUS MATERIALS ........................................................................................................ 56

3.10 HYDROLOGY & WATER QUALITY .............................................................................................................. 61

3.11 LAND USE & PLANNING ............................................................................................................................ 65

3.12 MINERAL RESOURCES ............................................................................................................................. 68

3.13 NOISE ...................................................................................................................................................... 70

3.14 POPULATION & HOUSING ......................................................................................................................... 74

3.15 PUBLIC SERVICES ..................................................................................................................................... 77

3.16 RECREATION ........................................................................................................................................... 80

3.17 TRANSPORTATION .................................................................................................................................... 81

3.18 TRIBAL CULTURAL RESOURCES ............................................................................................................... 84

3.19 UTILITIES ................................................................................................................................................ 87

3.20 WILDFIRE ............................................................................................................................................... 91

3.21 GENERAL PLAN POLICIES APPLICABLE TO THE PROPOSED PROJECT ......................................................... 94 SECTION 4 - REFERENCES .................................................................................. 117

4.1 PREPARERS ............................................................................................................................................... 117

4.2 REFERENCES ............................................................................................................................................ 117

APPENDICES (UNDER A SEPARATE COVER)
APPENDIX A – AIR QUALITY WORKSHEETS

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec... Page 271 of 410 CITY OF INDIO ● CEQA SECTION 15183 EXEMPTION CHECKLIST ● TTM 34120 (50 UNIT SUBDIVISION) SECTION 15183 ● ENVIRONMENTAL CHECKLIST

PAGE 6
SECTION 1 - STATEMENT OF REASONS FOR EXEMPTION FROM ADDITIONAL ENVIRONMENTAL REVIEW AND 15183 CHECKLIST (PURSUANT TO CEQA GUIDELINES §15183)

1.1 PROJECT OVERVIEW
The proposed project would involve the approval of a 5 3-lot subdivision within a 7.68 -gross acre (prior to dedications) or 5.65-net acres (after dedications) property. The 5 3 proposed lots would include 50 lots for future residential units ( for-sale units) and three lots for an infiltration basin . The resulting development density would be approximately 6.5 dwelling units per acre. The land area of the individual lots would range from 4,500 square feet to 6,896 square feet. The proposed subdivision project would not directly lead or involve the construction of any residences. However, the subdivision would be required prior to the site’s development. The proposed lots would be developed around three proposed public streets which would terminate in cul -de-sacs. Access to the site would be provided by a 50 -foot right -of-way, Cherry Street, extending north from Avenue 50. The proposed project would include right -of-way improvements to the north side of Avenue 50. The existing project site is currently vacant though the site was formerly developed with a ranch house that has since been demolished. Currently, the site is disturbed due to past grading, scattered refuse, and leftover elements of previous development. The project site has a General Plan designation of Suburban Neighborhood High and is zoned Suburban Neighborhood-8 (SN-8) which has a permitted density of 4 to 8 dwelling units per acre.1

1.2. PROJECT LOCATION
The City of Indio is located in the Coachella Valley, approximately 60 miles southeast of the City of Riverside. The City of Indio is generally bounded on the north by unincorporated county areas, on the east by the City of Coachella and unincorporated county areas, on the south by the Cities of Coachella and La Quinta and unincorporated county areas , and on the west by the City of La Quinta and unincorporated county areas. The I-10 (San Bernardino Freeway ) runs through the northerly side of Indio in a northwest- southeast o rientation while SR -111 extends through the southerly side of the City in an east -west orientation.2 The location of Indio, in a regional context, is shown in Exhibit 1-1. The location of the project site, in a citywide context, is shown in Exhibit 1 -2. The project site is located in the southeastern edge of the City of Indio. The project site is located on the north side of Avenue 50, approximately 650 feet east of Jackson Street . The project site is located 2.03 miles to the west of the State Route ( SR) 111. No address has been assigned to the project site. The site’s Assessor Parcel Number (APN) is 0612-280- 014. The project site is located in Township 5 South, Range 7 East, Section 36, of the USGS (7 ½ Minute Map Series for the Indio, California Quadrangle, (1956)). The project site’s geographic coordinates are 33°41'12.05" N and -116°12'48.74" W.3

1.3. ENVIRONMENTAL SETTING
The project site is within an urbanized area of the City. The site was formerly improved with a ranch house which has since been demolished. The project site is currently vacant although the site has been improved with a chain -link fence, a block wall, and wooden poles. Scattered refuse can also be found along the boundary areas of the site. The relatively level site is approximately 50 meters above sea level and contains

1 Pearl City Engineering. TTM 34120. May 30, 2024.
2 Google Maps. Website accessed February 24, 2025.
3 Ibid.

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no hillside areas . The vegetation community present onsite supports a heavily disturbed desert scrub habitat encompassing a mix of shrubbery, grasses, and a few trees. Land uses and development located in the vicinity of the proposed project are outlined below:
● North of the project site: Vacant land is located to the north of the project site. The land appears to be used as part of a planned single -family residential development based on aerial imagery however, the site is currently vacant as of this document’s preparation. This area is zoned as Suburban Neighborhood - 8 (SN – 8) and the corresponding General Plan designation is Suburban Neighborhood High.4
● West of the project site: A vacant parcel and a date palm farm with a single-family home is located to the west of the project site . Single-family homes and a grocery store are located between the vacant parcel and Jackson Street. This area is zoned as NC (Neighborhood Center ) and the corresponding General Plan designation is Neighborhood Center.5 ● South of the project site: Avenue 50 extends along the project site’s south side. Plant nurseries are located further south of Avenue 50. located on the project site’s south side. This area is zoned as A- 1 (Light Agriculture ) and the corresponding General Plan designation is Estate Density Residential.6
● East of the project site: A church is located to the east of the project site. This area is zoned as Suburban Neighborhood-8 (SN–8) and the corresponding General Plan designation is Suburban Neighborhood High.7
As indicated previously, the project site is located within an area zoned for residential development.

The property has a General Plan Land Use Designation of SN-8 which has a minimum density of four dwelling units per acre ( dwelling units per acre ) and a maximum density of eight dwelling units per acre .

The proposed project would have a density of approximately 6.5 dwelling units per acre. An aerial photograph of the project site and the surrounding area is provided in Exhibits 1-3 and 1-4. A land use map is shown in Exhibit 1-5.

1.4. PROJECT DESCRIPTION
The proposed site plan is shown in Exhibit 1-6. Key elements of the proposed project are summarized on the following page.
● Proposed Site Plan. The proposed project would involve the approval of a 53-lot subdivision within a 7.68-acre property. The 53 proposed lots would include 50 lots for future lots for residences, one lot for a proposed mini-park and infiltration basin , and one lot for an infiltration basin. The proposed lots would range in area from 4,501 square feet to 7, 547 square feet. The proposed lots would be developed around three future public streets which would all terminate in cul-de-sacs.

The proposed infiltration basins would be located within Lot A, located on the southeast corner of site, between Avenue 50 and the proposed Peach Lane and Lot B, located on the northeast corner of the proposed Apple Lane and Cherry Street.8

4 Google Maps and City of Indio Zoning Map. Website accessed on February 24, 2025. 5 Ibid.
6 Ibid.
7 Ibid.
8 Pearl City Engineering. TTM 34120. May 30, 2024.

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● Residential Lots. As indicated previously, a total of 50 residential lots would be provided . These lots are referred to as Lots 1 through 50. The individual lot sizes would range from 4,501 square feet to 7,547 square feet. The proposed lots include two corner lots, two reverse corner lots, four flag lots, and 42 key lots.9
● Access and Internal Circulation . Three proposed public streets, Cherry Street, Apple Lane, and Peach Lane, would provide access throughout the site. Access to the site would be provided by a 50- foot right-of-way, Cherry Street, extending north from Avenue 50 . Cherry Street would hook east and terminate in a cul -de-sac on the eastern boundary of the site. Cherry Street would serve the northernmost lots of the site. Apple Lane would extend east from Cherry Street, south of where Cherry Street turns east, and terminate in a cul-de-sac. Peach Lane would extend east from Cherry Street, south of Apple Lane, and would terminate in a cul-de-sac. All of the proposed streets would be 50-foot rights-of-way which include curbs, gutters, and sidewalks.10 ● Utilities. Sanitary sewer and water service would be provided to each lot in the subdivision. Sewer lines and water lines would be installed within the proposed roadways and would connect with existing lines in Avenue 50.
● Street Improvements. The proposed project would include curb, gutter, sidewalk, and pavement improvements to the northerly portion of Avenue 50 . The proposed improvements would connect with the existing improvements east of the project site.

The site plan is shown in Exhibit 1-6. A project summary table is shown in Table 1-1.

Table 1-1 Project Summary
Project Element Description
Total Site Area 7.68-acres (gross), 5.65-acres (net)
Number of Lots or Units 53 Lots, 50 Residential, 1 Park, 1 Basin Development Density 6.5 dwelling units/acre
Minimum Lot Size 4,500 square feet
Maximum Lot Size 6,896 square feet
Access and Circulation
Cherry Street, Apple Lane, Peach Lane
(50-foot wide)
Source: Pearl City Engineering
The proposed project would involve the subdivision of a 7.68-acre lot into 5 3 separate lots including 50 residential lots. The lots would be “for sale” units. Assuming an average household size of 2.97 persons per unit (this average household size applies to the project ), a total of 149 new residents would potentially occupy the 50 residential lots.

9 Ibid.
10 Ibid.

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EXHIBIT 1-1 REGIONAL MAP
SOURCE: BLODGETT BAYLOSIS ENVIRONMENTAL PLANNING

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EXHIBIT 1-2 SITE LOCATION IN INDIO
SOURCE: BLODGETT BAYLOSIS ENVIRONMENTAL PLANNING

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EXHIBIT 1-3 LOCAL MAP
SOURCE: BLODGETT BAYLOSIS ENVIRONMENTAL PLANNING

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EXHIBIT 1-4 AERIAL PHOTO OF PROJECT SITE
SOURCE: BLODGETT BAYLOSIS ENVIRONMENTAL PLANNING

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EXHIBIT 1-5 GENERAL PLAN & ZONING

DESIGNATIONS
SOURCE: BLODGETT BAYLOSIS ENVIRONMENTAL PLANNING

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EXHIBIT 1-6 PROJECT SITE PLAN
SOURCE: PEARL CITY ENGINEERING

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1.5. CONSTRUCTION CHARACTERISTICS
The construction for the proposed project is assumed to commence in January 202 6 and would take approximately twelve months to complete. The key construction activities or tasks that would occur are outlined below.
● Task 1 Grading. The project site would be graded and ready for construction. The typical heavy equipment used during this construction phase would include graders, bulldozers, offroad trucks, back-hoes, and trenching equipment.
● Task 2 Site Preparation. During this phase, the building footings, utility lines, and other underground infrastructure would be installed. The typical heavy equipment used during this construction phase would include bulldozers, offroad trucks, back-hoes, and trenching equipment. ● Task 3 Building Construction. The new housing units would be constructed during this phase. The typical heavy equipment used during this construction phase would include offroad trucks, cranes, and fork-lifts
● Task 4 Paving and Finishing. This concluding task would involve the paving and finishing. The typical heavy equipment used during this construction phase would include trucks, backhoes, rollers, pavers, and trenching equipment.

1.6. DISCRETIONARY ACTIONS AND OTHER PERMITS THAT MAY BE REQUIRED The following discretionary approvals are required:
● The approval of a Tentative Tract Map (TTM 34120);
● The approval of the environmental application approval, and; ● The approval of the planning review discretionary approval.

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SECTION 2. - SUMMARY OF 15183 CHECKLIST

2.1 OVERVIEW
California Public Resources Code section 21083.3 and California Environmental Quality Act (CEQA) Guidelines Section 15183 provide an exemption from additional environmental review for projects that are consistent with the development density established by existing zoning, community plan or general plan policies for which an Environmental Impact Report (EIR) was certified, except as might be necessary to examine whether there are project-specific significant effects which are peculiar to the project or the project site. Section 15183 of the CEQA Guidelines specifies that examination of environmental effects shall be limited to the following those effects that:
● Those effects that are peculiar to the project or the parcel on which the project would be located, and were not analyzed as significant effects in a prior EIR on the zoning action, general plan, or specific plan, with which the project is consistent;
● Those effects that are potentially significant off -site impacts and cumulative impacts which were not discussed in the prior EIR prepared for the general plan, community plan or zoning action; or ● Those effects that are previously identified significant effects which, as a result of substantial new information which was not known at the time the EIR was certified, are determined to have a more severe adverse impact than discussed in the prior EIR.

Section 15183(c) of the CEQA Guidelines further specifies that if an impact is not peculiar to the parcel or to the proposed project, has been addressed as a significant effect in the prior EIR, or can be substantially mitigated by the imposition of uniformly applied development policies or standards, then an additional EIR need not be prepared for that project solely on the basis of that impact.

2.2 CITY OF INDIO GENERAL PLAN UPDATE PROGRAM ENVIRONMENTAL

IMPACT REPORT
The City of Indio General Plan Update (GPU) included a comprehensive update to the City’s General Plan, which was adopted in 1993, and the development of a Climate Action Plan (CAP). The General Plan is a state-mandated document that outlines goals, policies, and programs that provide the framework for future development in the City and its Sphere of Influence (SOI). The analysis contained in the General Plan Update Program EIR (PEIR) focuses on both the GPU and the CAP, addressed together as the GPU. The GPU addresses land use, all modes of transportation, housing, safety, includes a comprehensive update to the City’s General Plan, which was adopted in 1993, and the development of a CAP. The City’s General Plan was reorganized into ten elements (Land Use an d Urban Design, Mobility, Economic Development, Housing, Health and Equity, Parks and Recreation, Conservation, Infrastructure and Public Facilities, Safety, and Noise). The City adopted a new Housing Element on January 5, 2022 (readopted April 6, 2022).

New policies in the GPU were proposed that emphasized mobility, healthy communities, and sustainability.

The GPU includes a total of 13 land use designations, which are organized into three categories that include neighborhoods, centers, and districts. Each place type may contain a mix of land use uses (e.g., residential, commercial, industrial, and public uses, at a variety of scales and intensities) and each place type provides direction on use, intensity/density, form, and character.

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The GPU PEIR was certified in conjunction with adoption of the GPU on September 18, 2019. The Indio General Plan 2040 replace d the previously adopted Indio General Plan 2020. The GPU PEIR comprehensively evaluated environmental impacts that would result from implementation of the General Plan, including information related to existing site conditions, analyses of the types and ma gnitude of project-level and cumulative environmental impacts, and feasible mitigation measures that could reduce or avoid environmental impacts.

2.3 SUMMARY OF FINDINGS
The project is consistent with the analysis performed for the GPU PEIR. Furthermore, the proposed project is consistent with both the City of Indio General Plan and Zoning Ordinance and Map. No General Plan Amendment (GPA) or Zone Change (ZC) would be required to implement the proposed project. Further, the GPU PEIR contemplated and described the impacts of the potential development, identified applicable mitigation measures necessary to reduce project specific impacts, and the project implements these mitigation measures (refer to Table S-1 of the GPU PEIR for complete list of GPU Mitigation Measures). In accordance with CEQA Guidelines §15183, the project qualifies for an exemption because the following findings can be made:
● Finding #1. The project is consistent with the development density established by existing zoning, community plan or general plan policies for which a PEIR was certified . The project would be consistent with the Suburban Neighborhood High land use designation identified for the site in the GPU. Similarly, the project would be consistent with the Suburban Neighborhood-8 (SN-8) zoning designation for the site in the City of Indio Zoning Map. ● Finding #2. There are no project specific effects which are peculiar to the project or its site, and which the GPU PEIR Failed to analyze as significant effects. The project site is no different than other properties in the surrounding area, and there are no project-specific effects which are peculiar to the project or its site. The project site is located in an area developed with residential lots with associated accessory uses to the west and north, and a church to the east. The property does not support any peculiar environmental features, and the project would not result in any peculiar effects. In addition, as explained further in the §15183 Exemption Checklist, all project imp acts were adequately analyzed by the GPU PEIR. A ll applicable mitigation measures specified within the GPU PEIR have also been applied to the project.
● Finding # 3. There are no potentially significant off -site and/or cumulative impacts which the GPU PEIR failed to evaluate. The Preparation of the §15183 Exemption Checklist did not identify any significant off-site and/or cumulative impacts which the GPU PEIR failed to evaluate. ● Finding #4. There is no substantial new information which results in more severe impacts than anticipated by the GPU PEIR. As explained in the §15183 Exemption Checklist below, no new information has been identified which would result in a determination of a more severe impact than what had been anticipated by the GPU PEIR.
● Finding #5. The project will undertake feasible mitigation measures specified in the GPU PEIR.

As explained in the §15183 Exemption Checklist below, the project will undertake feasible mitigation measures specified in the GPU PEIR. These GPU PEIR mitigation measures will be undertaken through project design, compliance with regulations and ordinanc es, or through the project’s conditions of approval.

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SECTION 3 - CEQA GUIDELINES §15183 EXEMPTION CHECKLIST
This checklist provides an analysis of potential environmental impacts resulting from the project ’s implementation. Following the format of CEQA Guidelines Appendix G, environmental effects are evaluated to determine if the project would result in a potentially significant impact triggering additional review under CEQA Guidelines §15183.
● The items checked Significant Project Impact indicates that the project could result in a significant effect which either requires mitigation to be reduced to a less than significant level or which has a significant, unmitigated impact.
● Items checked Impact not identified by GPU PEIR indicates the project would result in a project specific significant impact (peculiar off-site or cumulative that was not identified in the GPU PEIR. ● The items checked “Substantial New Information” indicates that there is new information which leads to a determination that a project impact is more severe than what had been anticipated by the GPU PEIR.
● Items checked “No New Impact” indicates that there are no new impacts that would be anticipated to occur as part of the proposed project’s implementation.

A project does not qualify for a §15183 exemption if it is determined that it would result in the following: 1) a peculiar impact that was not identified as a significant impact under the GPU PEIR; 2) a more severe impact due to new information; or 3) a potentially significant off-site impact or cumulative impact not discussed in the GPU PEIR. A summary of each potential environmental effect is provided below the checklist for each subject area.

Aesthetics Agriculture & Forestry Resources Air Quality Biological Resources Cultural Resources Energy
Geology & Soils Greenhouse Gas Emissions Hazards & Hazardous Materials Hydrology & Water Quality Land Use & Planning Mineral Resources Noise Population & Housing Public Services
Recreation Transportation & Traffic Tribal Cultural Resources Utilities & Service Systems Wildfire Mandatory Findings of Significance
A list of references, significance guidelines, and technical studies used to support the are identified using footnotes.

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3.1 AESTHETICS
Environmental Issue Areas Examined
Significant
Project
Impact
Impact Not
Identified
in GPU
PEIR
Substantial
New
Information
No New
Impacts
A. Would the proposed project would have an adverse effect on a scenic vista, except as provided in PRC Sec. 21099?  B. Would the project substantially damage scenic resources including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway?

C. In non-urbanized areas, would the project substantially degrade the existing visual character or quality of public views of the site and its surroundings (public views are those that are experienced from a publicly accessible vantage point)? If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality? 
D. Would the proposed project, except as provided in Public Resources Code Section 21099, create a new source of substantial light or glare which would adversely affect day or nighttime views in the area?


THRESHOLDS OF SIGNIFICANCE, METHODOLOGY, & REGULATORY SETTING The evaluation of aesthetic impacts is generally subjective, and it typically requires the identification of key visual features in the area and their importance. The characterization of aesthetic impacts involves establishing the existing visual character istics including visual resources and scenic vistas that are unique to the area. Visual resources are determined by identifying existing landforms (e.g., topography and grading), views (e.g., scenic resources such as natural features or urban characteristi cs), and existing light and glare characteristics (e.g., nighttime illumination). Changes to the existing aesthetic environment associated with the proposed project’s implementation are identified and qualitatively evaluated based on the proposed modifications to the existing setting and the viewers’ sensitivity. The project -related impacts are then compared to the context of the existing setting, using the threshold criteria discussed in the GPU PEIR.

ANALYSIS OF ENVIRONMENTAL IMPACTS & FINDINGS OF FACT
A. Would the proposed project have an adverse effect on a scenic vista, except as provided in PRC Sec. 21099? ● No New Impacts.

There are no designated scenic vistas in the City of Indio though scenic resources, such as public views of mountains, are present. Future development consistent with the GPU would allow for development of currently undeveloped or underutilized parcels and intensification of other areas, which has the potential to impact public views. All future development would be required to comply with GPU policies and regulations that concern the protection of public views or scenic vistas, as well as minimizing development in areas where there is potential to obstruct views of the City’s scenic re sources. Further, all development in the City limits would be required to adhere to the GPU development requirements, which includes limits

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on development intensity/density and form and character for all land use types, which would ensure that views from key viewing areas (such as I -10) are maintained. The project site is currently vacant and undeveloped though it has been extensively disturbed. Single -family residential development is located to the west and south of the project site. Electric transmission lines are located to the north (approximately 350 feet) and to the east (1,200 feet) of the project site. The relatively level site is approximately 73 meters above sea level and contains no hillside areas. The vegetation community present on site supports a heavily disturbed desert scrub habitat encom passing a mix of both native plants and some non -native grasses. As indicated above, there are lower density residential development found in the vicinity of the project site.

The project area is located in an area with a viewscape that is dominated by views of the Little San Bernardino Mountains, Indio Hills and the Coachella Valley Preserve. As future projects are planned, they must adhere to applicable policies (such as Policy LU -4.7 protecting City views) and Code of Ordinances regulations (Chapter 159 regulating and minimizing off-site lighting); therefore, potential impacts to public views or scenic vistas associated with the GPU would be less than significant. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

B. Would the project substantially damage scenic resources including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? ● No New Impact.

The project site is currently vacant although it has been previously improved with a now-demolished ranch house. The project site does not contain any buildings listed in the State or National registrar. The project site is not located in any part of the Coachella Valley Conservation Area. 11 No heritage trees are located within the project site. The nearest officially designated state scenic highway is Route 74, located approximately 10.81 miles west of the project site. The proposed development would be required to adhere to the development standards found within the City’s Development Code. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

C. In non -urbanized areas, would the project substantially degrade the existing visual character or quality of public views of the site and its surroundings (public views are those that are experienced from a publicly accessible vantage point) ? If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality? ● No New Impact The project area is located in an area with a viewscape that is dominated by views of the Little San Bernardino Mountains (approximately 1.26 miles to the northeast) , the Santa Rosa Mountains (located approximately 10.8 miles to the south), the Indio Hills (located approximately 4.4 miles to the southeast, and the Coachella Valley Preserve (approximately 1 mile to the southeast). There are no protected views in the vicinity of the project. In addition, the City does not have any zoning regulations or other regulations governing scenic quality other that the de velopment standards for which the new housing units would be required to conform to. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

11 Riverside County Information Technology. Map My County V12.00

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D. Would the proposed project, except as provided in Public Resources Code Section 21099, create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? ● No New Impact
Project-related sources of nighttime light would include street lighting, exterior lights, security lighting, and vehicular headlights. The proposed project w ould not expose any sensitive receptors to daytime or nighttime light trespass since the project will be in conformance with Section 3.02.11 (Outdoor Lighting) of the City’s Unified Development Code. The code requires all lighting to be shielded or oriented to prevent light trespass or glare while also limiting light level at property lines to be 0.3 foot -candles. Additionally, as part of the Dark -Sky Association, the City limits the color and temperature of outdoor lighting to not exceed 3,000 Kelvins. The County of Riverside has adopted and is implementing Ordinance No. 655 (Regulating Light Pollution) to preserve night -time skies around the Palomar Observatory. This ordinance establishes two zones for specific lighting controls based on distance from t he Observatory, of which the project site is located within Zone B. Zone A encompasses a sphere with a 15 -mile radius; Zone B encompasses a 45 -mile radius from the Observatory. The intent of the ordinance is to restrict the permitted use of certain light fixtures that emit into the night sky undesirable spill over lighting which has a detrimental effect on astronomical observation and research . As future projects are planned, they must adhere to applicable policies (such as Policy CE -7.8 Preserve Night Skies) and Code of Ordinances regulations (Chapter 159 regulating and minimizing off-site lighting); therefore, potential impacts to day or nighttime views associated with the GPU would be less than significant. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR.

CONCLUSION
With regards to the issue area of Aesthetics, the following findings may be made:

1. No specific impacts to the project or its site were identified in this assessment that was prepared to analyze the impacts of the proposed project.

2. There were no potentially significant off -site and/or cumulative impacts anticipated for the proposed project beyond those that were identified in the GPU PEIR.

3. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR.

4. No mitigation measures are required beyond those identified in the GPU PEIR. The project specific impacts would be less than significant.

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3.2 AGRICULTURE & FORESTRY RESOURCES
Environmental Issue Areas Examined
Significant
Project
Impact
Impact Not
Identified
in GPU
PEIR
Substantial
New
Information
No New
Impacts
A. Would the project convert Prime Farmland, Unique
Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural uses?

B. Would the project conflict with existing zoning for agricultural uses, or a Williamson Act Contract?  C. Would the project conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code Section 12220(g)), timberland (as defined by Public Resources Code Section 4526), or timberland zoned Timberland Production (as defined by Government Code Section 51104(g))?

D. Would the project result in the loss of forest land or conversion of forest land to a non-forest use? 
E. Would the project involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to non-agricultural use or conversion of forest land to a non-forest use?


THRESHOLDS OF SIGNIFICANCE, METHODOLOGY, & REGULATORY SETTING According to Appendix G of the CEQA Guidelines, a project may be deemed to have a significant adverse impact on agriculture and forestry resources if it results in any of the following:
● The proposed project would convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use. ● The proposed project would conflict with existing zoning for agricultural use, or a Williamson Act contract.
● The proposed project would conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government C ode section 51104(g)).
● The proposed project would result in the loss of forest land or conversion of forest land to non - forest use.
● The proposed project would involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use.

The California Department of Conservation Farmland Mapping and Monitoring Program (FMMP) was established in 1982 to track changes in agricultural land use and to help preserve areas of Important

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Farmland. It divides the state's land into eight categories of land use designation based on soil quality and existing agriculture uses to produce maps and statistical data. These maps and data are used to help preserve productive farmland and to analyze impacts on farmland. Prime Farmland, Farmland of Statewide Importance, Unique Farmland, and Farmland of Local Importance are collectively referred to as Important Farmland in this analysis. The highest rated Important Farmland is Prime Farmland. The Califor nia Land Conservation Act of 1965, or the Williamson Act, allows city or county government to preserve agricultural land or open space through contracts with landowners. The County has areas that are currently agriculture preserves under contract with San Bernardino County through the Williamson Act of 1965. Contracts last 10 years and are automatically renewed unless a notice of nonrenewal is issued.

ANALYSIS OF ENVIRONMENTAL IMPACTS & FINDINGS OF FACT
A. Would the project convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural uses? ● No New Impact.

According to the California Department of Conservation, the project site does not contain any areas of Farmland of Statewide Importance. The implementation of the proposed project would not involve the conversion of any prime farmland, unique farmland, or farmland of statewide importance to urban uses.

The site is a former ranch that is no longer in active production. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

B. Would the project conflict with existing zoning for agricultural uses, or a Williamson Act Contract? ● No New Impact.

The project site is currently zoned for single-family development and there are no agricultural uses located within the site that would be affected by the project’s implementation. A ccording to the California Department of Conservation Division of Land Resource Protection, the project site is not subject to a Williamson Act Contract. 12 No impacts on existing Williamson Act Contracts w ould result from the proposed project’s implementation. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

C. Would the project conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code Section 12220(g)), timberland (as defined by Public Resources Code Section 4526), or timberland zoned Timberland Production (as defi ned by Government Code Section 51104(g))? ● No New Impact.

There are no forest lands or timber lands located within or adjacent to the site. Furthermore, the site’s existing zoning designation of Suburban Neighborhood -8 (SN-8) does not contemplate forest land or timber land uses. No substantial new information was identified in the assessment prepared for the

12 California Department of Conservation. State of California Williamson Act Contract Land. ftp://ftp.consrv.ca.gov/pub/dlrp/WA/2012%20Statewide%20Map/WA_2012_8x11.pdf.

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proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

D. Would the project result in the loss of forest land or conversion of forest land to a non -forest use? ● No New Impact.

No forest lands are located within the project site. The proposed use would be restricted to the site and will not affect any land under the jurisdiction of the Bureau of Land Management (BLM). No loss or conversion of forest lands to urban uses will result from the proposed project’s implementation. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

E. Would the project involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to non-agricultural use or conversion of forest land to a non-forest use? ● No New Impact.

The project would not involve the disruption or damage of the existing environment that would result in a loss of farmland to non-agricultural use or conversion of forest land to non-forest use because there are no active agricultural uses or protected forest lands within the proposed project site. No farmland or forest area conversion impacts will result from the proposed project’s implementation . No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

CONCLUSION
With regards to the issue area of Agriculture and Forestry Impacts, the following findings may be made:

1. No specific impacts to the project or its site were identified in this assessment that was prepared to analyze the impacts of the proposed project .

2. There were no potentially significant off -site and/or cumulative impacts anticipated for the proposed project beyond those that were identified in the GPU PEIR.

3. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR.

4. No mitigation measures are required beyond those identified in the GPU PEIR. The project specific impacts would be less than significant.

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3.3 AIR QUALITY
Environmental Issue Areas Examined
Significant
Project
Impact
Impact
Not
Identified
in GPU
PEIR
Substantial
New
Information
No New
Impacts
A. Would the project conflict with or obstruct implementation of the applicable air quality plan? 
B. Would the project result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable Federal or State ambient air quality standard?

C. Would the project expose sensitive receptors to substantial pollutant concentrations? 
D. Would the project result in other emissions (such as those leading to odors) adversely affecting a substantial number of people?


THRESHOLDS OF SIGNIFICANCE, METHODOLOGY, & REGULATORY SETTING According to Appendix G of the CEQA Guidelines, a project may be deemed to have a significant adverse impact on air quality if it results in any of the following:
● The proposed project would conflict with or obstruct implementation of the applicable air quality plan.
● The proposed project would result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard.
● The proposed project would expose sensitive receptors to substantial pollutant concentrations. ● The proposed project would result in other emissions (such as those leading to odors adversely affecting a substantial number of people.

The South Coast Air Quality Management District (SCAQMD) has established quantitative thresholds for short-term (construction) emissions and long-term (operational) emissions for the criteria pollutants listed below. Projects in the Coachella Valley generating construction and operational -related emissions that exceed any of the following emissions thresholds are considered to be significant under CEQA. ● Ozone (O3) is a nearly colorless gas that irritates the lungs, and damages materials and vegetation.

Ozone is formed a by photochemical reaction (when nitrogen dioxide is broken down by sunlight). ● Carbon Monoxide (CO) is a colorless, odorless toxic gas that interferes with the transfer of oxygen to the brain and is produced by the incomplete combustion of carbon -containing fuels emitted as vehicle exhaust.

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● Nitrogen Oxide (NOx) is a yellowish-brown gas, which at high levels can cause breathing difficulties. NOx is formed when nitric oxide (a pollutant from burning processes) combines with oxygen.
● Sulfur Dioxide (SO2) is a colorless, pungent gas formed primarily by the combustion of sulfur - containing fossil fuels. Health effects include acute respiratory symptoms. ● PM10 and PM2.5 refers to particulate matter less than ten microns and two and one -half microns in diameter, respectively. Particulates of this size cause a greater health risk than larger-sized particles since fine particles can more easily cause irritation.
● Reactive Organic Gasses (ROG) refers to organic chemicals that, with the interaction of sunlight photochemical reactions may lead to the creation of “smog.” Projects generating construction-related emissions that exceed any of the following daily emissions thresholds are considered to be significant under CEQA:
● 75 pounds per day of reactive organic compounds;
● 100 pounds per day of nitrogen dioxide;
● 550 pounds per day of carbon monoxide;
● 150 pounds per day of PM10;
● 55 pounds per day of PM2.5; or,
● 150 pounds per day of sulfur oxides.

A project would have a significant effect on air quality if any of the following operational daily emissions thresholds for criteria pollutants are exceeded:
● 55 pounds of reactive organic compounds;
● 55 pounds of nitrogen dioxide;
● 550 pounds of carbon monoxide;
● 150 pounds of PM10;
● 55 pounds per day of PM2.5; or,
● 150 pounds of sulfur oxides.

Relevant plans, programs, and regulations related to air quality impacts include the following:
● Environmental Protection Agency (EPA). The EPA is the lead Federal Agency charged with the implementation and enforcement of the Federal Clean Air Act (FCAA). As part of this effort, the EPA is responsible for the establishment of national ambient air quality standards (referred to herein as t he Federal Standards). The EPA also regulates mobile emission sources that include automobiles, trucks, aircraft, and recreational vehicles. 13 ● Federal Clean Air Act (FCAA). The FCAA required the U.S. EPA to establish NAAQS and set deadlines for their attainment. Two types of NAAQS have been established: primary standards, which protect public health, and secondary standards, which protect public welfare from non - health-related adverse effects, such as visibility restrictions. NAAQS identify levels of air quality for “criteria” pollutants that are considered the maximum levels of ambient (background) air pollutants considered safe, with an adequate margin of safety, to protect the public health and

13 Automobiles sold in California must meet the stricter emission standards established by the California Air Resources Board.

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welfare. The criteria pollutants are ozone (O3), carbon monoxide (CO), nitrogen dioxide (NO2 is a form of NOx), sulfur oxides (SO2 is a form of SOx), PM less than 10 and 2.5 microns in diameter (PM10 and PM2.5, respectively) and lead (Pb).
● Toxic Substances Control Act. The Toxic Substances Control Act first authorized the U.S. EPA to regulate asbestos in schools and Public and Commercial buildings under Title II of the law, which is also known as the Asbestos Hazard Emergency Response Act (AHERA). AHERA requires Local Education Agencies to inspect their schools for asbestos-containing building materials (ACBM) and to prepare management plans to reduce the asbestos hazard. The Act also established a program for the training and accreditation of individuals performing certain types of asbestos work. ● National Emission Standards for Hazardous Air Pollutants. Pursuant to the FCAA of 1970, the U.S. EPA established the National Emission Standards for Hazardous Air Pollutants (NESHAPs).

These pollutants are technology-based source-specific regulations that limit allowable emissions of HAPs. Among these sources in clude ACBM. NESHAPs include requirements pertaining to the inspection, notification, handling, and disposal of ACBM associated with the demolition and renovation of structures.
● California Air Resources Board (CARB). The CARB is part of the California Environmental Protection Agency (CALEPA), and it is responsible for overseeing the implementation of the California Clean Air Act, overseeing the State requirements that implement the Federal CCAA, and establishing the State ambient air quality standards. The CARB is responsible for setting emission standards for vehicles sold in California and for other emission-sources including consumer goods and off-road equipment. The CARB has also established vehicle fuel specifications. ● California Clean Air Act. The California Clean Air Act (CCAA), which was approved in 1988, requires that each local air district prepare and maintain an Air Quality Management Plan (AQMP) to achieve compliance with CAAQS. These AQMPs also serve as the basis for the preparation of the State Implementation Plan for meeting federal clean air standards for the State of California. Like the EPA, CARB also designates areas within California as either attainment or nonattainment for each criteria pollutant based on whether the CAAQS have been achieved. Under the CCAA, areas are designated as nonattainment for a pollutant if air quality data shows that a state standard for the pollutant was violated at least once during the previous three calendar years. ● South Coast Air Quality Management District (SCAQMD). The SCAQMD has jurisdiction over air quality for the Southern California region. The SCAQMD has adopted an Air Quality Attainment Plan (AQAP) that includes rules and regulations that focus on the attainment of the State and Federal air quality standards. Conformance with the AQMP for development projects is determined by demonstrating compliance with the applicable local land use plans. All development projects within the SCAQMD are required to comply w ith existing District rules that are applicable to each specific project. The major rules include Rule 402 Nuisances (odors, etc.), Rule 403 Control of Fugitive Dust, and Rule 1401 Toxic Contaminants. The AQMP sets forth a comprehensive program that will lead the District into compliance with all Federal and State air quality standards. 14 These SCAQMD Rules that must be adhered to that would further reduce the level of emissions include the following:

14 Imperial County Air Pollution Control District. CEQA Air Quality Handbook, Guidelines for the Implementation of the California Environmental Quality Act, as Amended 1970. November 2007.

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- SCAQMD Rules 402 and 403 (requires watering of inactive and perimeter areas, track out requirements, etc.), are applicable to the proposed project and were applied in CalEEMod to minimize fugitive dust emissions. The recommended mitigation would be required to ensure compliance with SCAQMD Rules and Regulations. Compliance would be verified and enforced through the City’s development review process.
- SCAQMD Rule 1113 provides specifications on painting practices and regulates the ROG content of paint. As required by law, all architectural coatings for the proposed structures would comply with SCAQMD Rule 1113.
● The City of Indio General Plan. The General Plan incorporates and complies with regulations from the SCAQMD and SCAG. The project area lies within the Salton Sea Air Basin, which is managed jointly by these agencies. The City’s General Plan includes the following goals and policies related to air quality that are applicable to the proposed project:
- ME [policy] 8.1 Require new developments to provide sufficient off-street parking (or payment in-lieu fees) to reduce on -street parking congestion and increase both auto and pedestrian safety. New development shall provide electric vehicle charging stations and preferenti al parking for carpools, vanpools, and alternative fuel vehicles. - HE [policy] 2.1 Design neighborhoods to promote pedestrian and bicycle activity as alternatives to driving. This policy is implemented through the Land Use and Community Design Element. - HE [policy] 3.1 Participate in air quality planning efforts with local, regional, and State agencies that improve local air quality to protect human health and minimize the disproportionate impacts on sensitive population groups.
- CE [policy] 3.8 Encourage the use of building placement, design, and construction techniques to limit energy consumption, reduce the heat island effect, increase renewable energy use, and maintain solar access.

ANALYSIS OF ENVIRONMENTAL IMPACTS & FINDINGS OF FACT
A. Would the project conflict with or obstruct implementation of the applicable air quality plan ? ● No New Impact.

According to the Growth Forecast Appendix prepared by SCAG for the 2016-2040 RTP/SCS, the population of the City of Indio would increase from 88,100 (20 16 estimates) to 129,300 residents in 2045. This represents an increase of 41,200 residents. 15 The proposed project would involve the subdivision of 50 residential lots. Although the proposed project would not involve the development of the lots, it is assumed the lots would be used for single -family residences. Assuming an average household size of 2. 97 persons per unit based on household figures from Table E -5 of the California Department of Finance January 1, 2024 Population and Housing Estimates, a total of 149 new residents would occupy the development.

Therefore, the proposed project is not in conflict with the growth projections established for the City by SCAG. The project’s construction emissions would be below the thresholds of significance established by the SCAQMD (the project’s daily construction emissions are summarized in Table 3-1 included in the next section). In addition, the proposed project’s long-term (operational) airborne emissions will be below levels

15 Southern California Association of Governments. Regional Transportation Plan/Sustainable Communities Strategy 2016-2040.

Demographics & Growth Forecast. April 2016.

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that the SCAMD considers to be a significant impact (refer to Table 3-2 included in the next section . No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

B. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard? ● No New Impact.

According to the SCAQMD, any project’s air quality impacts are significant if it triggers or exceeds the daily emissions threshold identified previously and noted at the bottom of Tables 3-1 and 3-2. This CEQA report assumes that each of the newly created residential lots would be developed with single-family housing. The analysis of daily construction and operational emissions was prepared utilizing the California Emissions Estimator Model (CalEEMod V. 2022.1.1.28). For air quality modeling purposes, a 13-month construction period was assumed. As shown in Table 3 -1, daily construction emissions will not exceed the SCAQMD significance thresholds. The short-term construction emissions will be limited to those emissions generated during project construction.

Table 3-1 Estimated Daily Construction Emissions (lbs./day) Construction Phase ROG NOx CO SOx PM10 PM2.5
Maximum Daily Emissions 30.7 31.7 31.8 0.05 9.3 5.2
Daily Thresholds 75 100 550 150 150 55
Significant Impact? No No No No No No
Source: CalEEMod V.2022.1.1.28
Long-term emissions refer to those air quality impacts that will occur once the proposed project has been constructed and is operational. These impacts will continue over the operational life of the project.

Operational emissions include mobile emissions and area -wide emissions. The operational emissions assumed that all of the buildings were occupied and in operation. The analysis of long -term operational impacts summarized in Table 3 -2 also used the CalEEMod V.2022.1.1.28 computer model. The analysis summarized in Table 3-2 indicates that the operational (long -term) emissions will be below the SCAQMD daily emissions thresholds.

Table 3-2 Estimated Operational Emissions (lbs./day)
Emission Source ROG NOx CO SO2 PM10 PM2.5
Total (lbs./day) 4.3 1.8 14.37 0.03 2.00 0.54
Daily Thresholds 55 55 550 150 150 55
Significant Impact? No No No No No No
Source: CalEEMod.2022.1.1.28
As indicated in Tables 3 -1 and 3-2, the impacts are considered to be less than significant. In addition, the SCAQMD Rule Book contains numerous regulations governing various activities undertaken within the district. In addition, the SCAQMD has rules and regulations for controlling fugitive dust during construction. Future construction truck drivers must also adhere to Title 13 - §2485 of the California Code of Regulations, which limits the idling of diesel-powered vehicles to less than five minutes. 3 Adherence to

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the aforementioned standard condition will minimize odor impacts from diesel trucks. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

C. Would the project expose sensitive receptors to substantial pollutant concentrations? ● No New Impact.

As indicated in the previous section (refer to Tables 3 -1 and 3 -2), the proposed residential development would not result in an exceedance of SCAQMD thresholds. As indicated in Table 3 -3, the project is anticipated to exceed construction LSTs for particulates. Adherence to additional mandatory Rule 403 regulations would reduce fugitive dust emissions by approximately 50% to levels that are less than significant. Rule 403 requires that temporary dust covers be used on any piles of excavated or imported earth to reduce wind -blown dust. In addition, all clearing, earthmoving , or excavation activities must be discontinued during periods of high winds (i.e., greater than 15 mph), so as to prevent excessive amounts of fugitive dust. The Coachella Valley is currently designated as a serious nonattainment area for PM 10 (particulate matter with an aerodynamic diameter of 10 microns or less). Appropriate air quality measures to prevent fugitive dust are required by the City’s Fugitive Dust Control ordinance and plan implementation requirements, which are consistent with S CAQMD Rules 403 and 403.1 that apply to the Coachella Valley strategy for reducing fugitive dust emissions . Consistent with SCAQMD Rules 403 and 403.1, implementation of the Fugitive Dust Control Plan is The project’s contractors must comply with other SCAQMD regulations governing equipment idling and emissions controls as well as mandatory SCAQMD regulations governing fugitive dust (Rule 403) and odors (Rule 1401). In addition, future truck drivers visiting the site during the project’s construction must adhere to Title 13 - §2485 of the California Code of Regulations, which limits the idling of diesel-powered vehicles to less than five minutes. These regulations would reduce particulate emissions by as much as 50%.

Table 3-3 Local Significance Thresholds SRA 30 for 5 Acres of Disturbance Emissions Maximum
Emissions
(lbs./day)
Type
Allowable Emissions Threshold (lbs./day) and a
Specified Distance from Receptor (in meters)
25 50 100 200 500
NOx

1.8 Operation 304 340 425 547 875

31.7 Construction 304 340 425 547 875
CO

14.4 Operation 2,292 3,237 5,331 10,178 31,115

31.8 Construction 2,292 3,237 5,331 10,178 31,115
PM10 2.0 Operation 4 11 16 27 60

9.3 Construction 14 44 67 112 248
PM2.5 0.54 Operation 2 3 5 9 31

5.3 Construction 8 11 19 37 128
California Air Pollution Control Officers Association. California Emissions Estimator Model. Version 2022.1.1.28. (Used in Appendix A)

As future projects are planned, they must adhere to applicable policies (such as Policy HE-3.1 Regional Air Quality Planning Efforts, Policy HE -3.4 Sensitive-Receptor Uses, and Policy HE -3.8 Sensitive Receptors and Agricultural Operations ) therefore, potential impacts to sensitive receptors associated with the GPU

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would be less than significant. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

D. Would the project result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? ● No New Impact.

The SCAQMD Rule Book contains numerous regulations governing various activities undertaken within the Coachella Valley. SCAQMD’s CEQA Air Quality Handbook (1993) identifies various secondary significance criteria related to odorous air contaminants. Substantial odor‐generating sources include land uses such as agricultural activities, feedlots, wastewater treatment facilities, landfills, or heavy manufacturing uses.

Pursuant to SCAQMD Rule 402, these sources shall include a quantitative assessment of potential odors and meteorological conditions. The proposed project does not include any such uses or activities that would result in potentially significant odor impacts. Some objectionable odors may emanate from the operation of diesel ‐powered construction equipment and the laying down of asphalt during construction of the proposed project. However, these odors would be limited to the construction period and would disperse quickly; therefore, these odors would not be considered a significant impact.

No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR .

CONCLUSION
With regards to the issue area of Air Quality, the following findings may be made:

1. No specific impacts to the project or its site were identified in this assessment that was prepared to analyze the impacts of the proposed project.

2. There were no potentially significant off -site and/or cumulative impacts anticipated for the proposed project beyond those that were identified in the GPU PEIR.

3. No substantial new information was identified in the assessment prepared for the proposed project which would potentially result in an impact that is more severe than that anticipated in the GPU PEIR.

4. No mitigation measures are required beyond those identified in the GPU PEIR. The project specific impacts would be less than significant.

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3.4 BIOLOGICAL RESOURCES
Environmental Issue Areas Examined
Significant
Project
Impact
Impact Not
Identified
in GPU
PEIR
Substantial
New
Information
No New
Impacts
A. Would the project have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? 
B. Would the project have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? 
C. Would the project have a substantial adverse effect on State or Federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?

D. Would the project interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory life corridors, or impede the use of native wildlife nursery sites?

E. Would the project conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance?

F. Would the project conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or State habitat conservation plan?


THRESHOLDS OF SIGNIFICANCE, METHODOLOGY, & REGULATORY SETTING According to Appendix G of the CEQA Guidelines, a project may be deemed to have a significant adverse impact on biological resources if it results in any of the following:
● The proposed project would have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fis h and Wildlife or U.S. Fish and Wildlife Service.
● The p roposed project would have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Wildlife or US Fish and Wildlife Service. ● The p roposed project would have a substantial adverse effect on state or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means.
● The proposed project would interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors or impede the use of native wildlife nursery sites.

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● The p roposed project would conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance. ● The proposed project would conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan.

Sensitive biological resources include a variety of plant and animal species that are specialized and endemic to a particular habitat type. Due to loss of habitat, some of these species have been designated by either, or both, the federal and state governm ent resource agencies as threatened or endangered. Species listed as threatened include those whose numbers have dropped to such low levels and/or whose populations are so isolated that the continuation of the species could be jeopardized. Endangered speci es are those with such limited numbers or subject to such extreme circumstances that they are considered in imminent danger of extinction. Other government agencies and resource organizations also identify sensitive species, those that are naturally rare a nd that have been locally depleted and put at risk by human activities. While not in imminent danger of jeopardy or extinction, sensitive species are considered vulnerable and can become candidates for future listing as threatened or endangered. Relevant plans, programs, and regulations related to biological resources impacts include the following:
● Federal and Special‐Status Species. Individual plant and animal species listed as Rare, Threatened, or Endangered under State and Federal Endangered Species Acts are considered “special ‐status species.” Federal and State endangered species legislation has provided the United States Fish and Wildlife Service (USFWS) and the California Department of Fish and Wildlife (CDFW) with a mechanism for conserving and protecting plant and animal species of limited distribution and/or low or declining populations. Permits may be required from both the USFWS and CDFW if activities associated with a proposed project would result in the “take” of a species listed as threatened or endangered. To “take” a listed species, as defined by the State, is “to hunt, pursue, catch, capture, or kill, or attempt to hunt, pursue, catch, capture or kill” said species. ● Clean Water Act/Rivers and Harbors Act. Section 401 requires that a project proponent for a Federal license or permit that allows activities resulting in a discharge to Waters of the U. S. (WUS) must obtain a State certification that the discharge complies with other provisions of CWA. The Regional Water Quality Control Boards (RWQCBs) administer the certification program in California. Section 402 establishes a permitting system for the discharge of any pollutant (except dredge or fill material) into WUS , commonly referred to as the National Pollutant Discharge Elimination System (NPDES) Permit process, described further below. Section 404 establishes a permit program, administered by the USACE, regulating the discharge of dredged or fill material into WUS, including wetlands.
● Migratory Bird Treaty Act (16 U.S.C. 701 through 719(c)) The Migratory Bird Treaty Act (MBTA) is the domestic law that affirms, or implements, the United States’ commitment to four international conventions for the protection of a shared migratory bird resource. The MBTA makes it unlawful at any time, by any me ans or in any manner, to pursue, hunt, take, capture, or kill migratory birds. The law also applies to the removal of nests occupied by migratory birds during the breeding season. The MBTA makes it unlawful to take, pursue, molest, or disturb these species, their nests, or their eggs anywhere in the United States.

Resolution Nos. 10556 & 10557 - Consideration of Planning Commission Rec... Page 300 of 410 CITY OF INDIO ● CEQA SECTION 15183 EXEMPTION CHECKLIST ● TTM 34120 (50 UNIT SUBDIVISION) SECTION 15183 ● ENVIRONMENTAL CHECKLIST Page 35
● California Environmental Quality Act (CEQA). (Pub. Res. Code §21000 et seq.) (14 Cal.Code Regs. §15000 et seq. [“CEQA Guidelines”]) Section 15380. Although threatened and endangered species are protected by specific federal and State statutes, CEQA Guidelines §15380(b) provides that a species not li sted on the federal or State list of protected species may be considered endangered, rare or threatened if the species can be shown to meet certain specified criteria. These criteria have been modeled after the definition in the Federal Endangered Species Act (FESA) and the section of the California FGC dealing with rare or endangered plants or animals. CEQA also calls for the protection of other locally or regionally significant resources, including natural communities.

Although natural communities have limited lega l protection compared to plants and animals, CEQA calls for an assessment of whether any such resources would be affected and requires findings of significance if there would be substantial losses. Natural communities listed by CNDDB as sensitive are considered by CDFW to be significant resources and fall under the CEQA Guidelines for addressing impacts.
● California Endangered Species Act (California State FGC §2050 et seq.) The California Endangered Species Act (CESA) establishes the policy of the State to conserve, protect, restore, and enhance threatened or endangered species and their habitats. The CESA mandates that State agencies should not approve projects that would j eopardize the continued existence of threatened or endangered species if reasonable and prudent alternatives are available that would avoid jeopardy. There are no State agency consulta tion procedures under the CESA. For projects that affect both a State and Federally listed species, compliance with FESA would satisfy the CESA if the CDFW determines that the Federal incidental take authorization is “consistent” with the CESA under California State FGC §2080.1. For projects that would result in a take of a State -only listed species, the Project proponent must apply for a take permit under §2081(b). ● California Native Plant Protection Act (California State FGC 1900 through 1913) The CNPPA requires all State agencies to utilize their authority to carry out programs to conserve endangered and rare native plants. Provisions of the NPPA prohibit the taking of listed plants from the wild and require notification of the CDFW at least 10 days in advance of any change in land use. This allows CDFW to salvage listed plant species that would otherwise be destroyed. A project proponent is required to conduct bot anical inventories and consult with CDFW during project planning to comply with the provisions of this Act and sections of CEQA that apply to rare or endangered plants. ● Regional Water Quality Control Board. Under Section 401 of the CWA, the RWQCB must certify that actions receiving authorization under Section 404 of the CWA also meet State water quality standards. The RWQCB also regulates waters of the State under the Porter -Cologne Act Water Quality Control Act (Porter -Cologne Act). The RWQCB requires projects to avoid impacts to wetlands if feasible and requires that projects do not result in a net loss of wetland acreage or a net loss of wetland function and values. T he RWQCB typically requires compensatory mitigation for impacts on wetlands and/or waters of the State.
● Coachella Valley Association of Governments. The Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) is a conservation plan that aims to protect species of plants and animals within the Coachella Valley . The CVMSHCP designates conservation areas with greater restrictions for development. The project site is located within the CVMSHCP boundaries but is not located within a conservation area.