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MBA 2022-0001 to SDP 2003-796 Point Happy Residential (06.14.2022)
June 14, 2022 Ms. Autumn Gasparella Williams Homes 24911 Avenue Stanford Santa Clarita, CA 91355 SUBJECT: MODIFICATION BY APPLICANT 2022-0001 POINT HAPPY TENTATIVE TRACT MAP 31348 Dear Ms. Gasparella, The Design and Development Department has reviewed your request to change architectural elevations within the Point Happy residential development. It has been determined that said plan modifications meet the qualifications of a Modification by Applicant, as the exterior changes shall not result in a significant change in the original project as approved by the decision-making authority as approved under Site Development Permit 03-796. The proposal includes adjustments, substitutions, and additions to architecture that do not result in a significant effect on the overall aesthetic or architectural style of the buildings. Therefore, the modification is approved as shown on the attached exhibits, subject to the following conditions of approval: 1. The applicant shall conform to all other corresponding Conditions of Approval for Site Development Permit 03-796, Tentative Tract Map 31348, Environmental Assessment 2003-479. 2. Architectural styles shall vary throughout the site. Similar architectural styles shall not be plotted on adjacent lots or across the street from one another to the extent possible. Layout of homes shall be consistent with plot plan layout submitted to Planning Division. Applicant shall receive approval from Planning department for any changes to this plot plan, which is on file. 3. The applicant shall submit grading and construction plans as may be required to the City’s Design and Development Department. Thank you for your attention to these items, and if you have any questions, please contact me directly at (760) 777-7086 and/or at sfernandez@laquintaca.gov . Sincerely, Sijifredo Fernandez Associate Planner Design and Development Attachments: 1) Plan Set PLANNING APPROVAL ADMINISTRATIVE CASE# ____________________ EXHIBIT# ____________________ INITIAL sfernandez DATE 06/14/2022 2:13:28 PM MBA2022-0001 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A1.1 PLAN 1 | Floor Plan BDRM. 2 BA. 2 BDRM. 3 BA. 3 FLEX RM. W.I.C. P. BATH HALL P. BDRM. OUTDOOR RM. SERVICE KITCHEN DINING GREAT RM. FOYER PWDR. P. D.Z. 2-BAY GARAGE 1-BAYGARAGE CVRD.ENTRY SLOPE4:1210'-0"82'-0"24'-0"5'-0"55'-0"10'-0"22'-10"1'-8"BA. 3 W.I.C. P. BATH HALL P. BDRM. OUTDOOR RM. GREAT RM. PWDR.SLOPE4:12EXERCISE 10'-0' CLG. H.S. | 2021122 | 04-22-22C 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. POINT HAPPY LA QUNITA, CA DESIGN DEVELOPMENT 0 2 4 8 1.1 PLAN 1 2,762 SF 3 Bdrm | 3.5 Bath | Flex Opt Exercise at Primary Suite Split 2-Bay & 1-Bay Garage 10' Plates Opt Exercise at Primary Suite BDRM. 2 BA. 2 BDRM. 3 BA. 3 FLEX RM. W.I.C. P. BATH HALL P. BDRM. OUTDOOR RM. SERVICE KITCHEN DINING GREAT RM. FOYER PWDR. P. D.Z. 2-BAY GARAGE 1-BAYGARAGE CVRD.ENTRY SLOPE4:1210'-0"82'-0"24'-0"5'-0"55'-0"10'-0"22'-10"1'-8"BA. 3 W.I.C. P. BATH HALL P. BDRM. OUTDOOR RM. GREAT RM. PWDR.SLOPE4:12EXERCISE 10'-0' CLG. H.S. | 2021122 | 04-22-22C 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. POINT HAPPY LA QUNITA, CA DESIGN DEVELOPMENT 0 2 4 8 1.1 PLAN 1 2,762 SF 3 Bdrm | 3.5 Bath | Flex Opt Exercise at Primary Suite Split 2-Bay & 1-Bay Garage 10' Plates Opt Exercise at Primary Suite BDRM. 2 BA. 2 BDRM. 3 BA. 3 FLEX RM. W.I.C. P. BATH HALL P. BDRM. OUTDOOR RM. SERVICE KITCHEN DINING GREAT RM. FOYER PWDR. P. D.Z. 2-BAY GARAGE 1-BAYGARAGE CVRD.ENTRY SLOPE4:1210'-0"82'-0"24'-0"5'-0"55'-0"10'-0"22'-10"1'-8"BA. 3 W.I.C. P. BATH HALL P. BDRM. OUTDOOR RM. GREAT RM. PWDR.SLOPE4:12EXERCISE 10'-0' CLG.H.S. POINT HAPPY 0 2 4 8 1.1 PLAN 1 2,762 SF 3 Bdrm | 3.5 Bath | Flex Opt Exercise at Primary Suite Split 2-Bay & 1-Bay Garage 10' Plates Opt Exercise at Primary Suite 2,752 SF 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A1.2 PLAN 1 | Front Elevations 1A 1B Note: Artist’s Conception; Colors, Materials And Application May Vary. 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A1.3 PLAN 1A | Exterior Elevations 2021122 | 04-22-22DEVELOPMENT 0 2 4 8 1.2 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" 2021122 | 04-22-22 DEVELOPMENT 0 2 4 8 1.2 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" Note: Artist’s Conception; Colors, Materials And Application May Vary. RearRight Left Front MATERIALS: Roof: Concrete ‘S’ Tile w/ 30% Boost Eave: Stucco o/ Shaped Foam Gable: Decorative Pipe Detail Exterior: Smooth Stucco Window & Door Trim: Stucco over Foam Entry Door: Decorative Front Entry Door Garage Door: Decorative Metal Roll-Up Garage Door+ 22’-0” 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A1.4 8:12 8:12 2021122 | 04-22-22DEVELOPMENT 0 2 4 8 1.3 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" 8:12 8:12 2021122 | 04-22-22 DEVELOPMENT 0 2 4 8 1.3 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" Note: Artist’s Conception; Colors, Materials And Application May Vary. RearRight Left Front PLAN 1B | Exterior Elevations MATERIALS: Roof: Concrete ‘S’ Tile w/ 30% Boost Barge: 4X Wood Barge Board w/ Outlookers @ Gable End Gable: Decorative Medallion Exterior: Smooth Stucco Window & Door Trim: Stucco over Foam Entry Door: Decorative Front Entry Door Garage Door: Decorative Metal Roll-Up Garage Door+ 22’-0” 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A1.5 8:12 8:12 2021122 | 04-22-22DEVELOPMENT 0 2 4 8 1.3X Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" 8:12 8:12 2021122 | 04-22-22 DEVELOPMENT 0 2 4 8 1.3X Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" Note: Artist’s Conception; Colors, Materials And Application May Vary. RearRight Left Front PLAN 1B (Occurs at Lots 1 & 7 Only) | Exterior Elevations MATERIALS: Roof: Concrete ‘S’ Tile w/ 30% Boost Barge: 4X Wood Barge Board w/ Outlookers @ Gable End Gable: Decorative Medallion Exterior: Smooth Stucco Window & Door Trim: Stucco over Foam Entry Door: Decorative Front Entry Door Garage Door: Decorative Metal Roll-Up Garage Door FENCE LINE + 22’-0” 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.1 PLAN 2 | Floor Plan W.I.C. BA. 2 BDRM. 2 PWDR. SERV. FLEX RM. BDRM. 3 BA. 3 FOYER HALL DINING OUTDOOR RM. P. BATH P. BDRM. BREAKFAST KITCHEN GREAT RM. PANTRY 2-BAY GARAGE TANDEMGARAGE D.Z.31"x67" F.S.T.VANITY OPT. UPPERSOPT. UPPER OPT. LOW BENCHRECYCLETRASH/OPT. CABINETSCVRD.ENTRYNICHE14"x30"20'-0"83'-0"13'-0"5'-0"55'-0"10'-0"14'-0"6'-0"2'-6"8"8"| 2021122 | 04-22-22C 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. POINT HAPPY LA QUNITA, CA DESIGN DEVELOPMENT 0 2 4 8 2.1 PLAN 2 3,213 SF 3 Bdrm | 3.5 Bath | Flex 2-Bay Garage w/ Tandem 10' Plates W.I.C. BA. 2 BDRM. 2 PWDR. SERV. FLEX RM. BDRM. 3 BA. 3 FOYER HALL DINING OUTDOOR RM. P. BATH P. BDRM. BREAKFAST KITCHEN GREAT RM. PANTRY 2-BAY GARAGE TANDEMGARAGE D.Z.31"x67" F.S.T.VANITY OPT. UPPERSOPT. UPPER OPT. LOW BENCHRECYCLETRASH/OPT. CABINETSCVRD.ENTRYNICHE14"x30"20'-0"83'-0"13'-0"5'-0"55'-0"10'-0"14'-0"6'-0"2'-6"8"8"| 2021122 | 04-22-22C 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. POINT HAPPY LA QUNITA, CA DESIGN DEVELOPMENT 0 2 4 8 2.1 PLAN 2 3,213 SF 3 Bdrm | 3.5 Bath | Flex 2-Bay Garage w/ Tandem 10' Plates W.I.C. BA. 2 BDRM. 2 PWDR. SERV. FLEX RM. BDRM. 3 BA. 3 FOYER HALL DINING OUTDOOR RM. P. BATH P. BDRM. BREAKFAST KITCHEN GREAT RM. PANTRY 2-BAY GARAGE TANDEMGARAGE D.Z.31"x67" F.S.T.VANITY OPT. UPPERSOPT. UPPER OPT. LOW BENCHRECYCLETRASH/OPT. CABINETSCVRD.ENTRYNICHE14"x30"20'-0"83'-0"13'-0"5'-0"55'-0"10'-0"14'-0"6'-0"2'-6"8"8"POINT HAPPY 0 2 4 8 2.1 PLAN 2 3,213 SF 3 Bdrm | 3.5 Bath | Flex 2-Bay Garage w/ Tandem 10' Plates 3,215 SFShown with Courtyard Walls (See Site Plan for Shape & Location) 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.2 PLAN 2 | Front Elevations 2A 2B Note: Artist’s Conception; Colors, Materials And Application May Vary. 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.3 PLAN 2 | Front Elevations 2A 2B Note: Artist’s Conception; Colors, Materials And Application May Vary. Shown with Courtyard Walls (See Site Plan for Shape & Location) Shown with Courtyard Walls (See Site Plan for Shape & Location) 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.42021122 | 04-22-22 DEVELOPMENT 0 2 4 8 2.2 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" 2021122 | 04-22-22 DEVELOPMENT 0 2 4 8 2.2 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" PLAN 2A | Exterior Elevations Note: Artist’s Conception; Colors, Materials And Application May Vary. RearRight Left Front MATERIALS: Roof: Concrete ‘S’ Tile w/ 30% Boost Eave: Stucco o/ Shaped Foam Gable: Decorative Pipe Detail Exterior: Smooth Stucco Window & Door Trim: Stucco over Foam Entry Door: Decorative Front Entry Door Garage Door: Decorative Metal Roll-Up Garage Door Shown with Courtyard Walls (See Site Plan for Shape & Location)+ 22’-0” 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.52021122 | 04-22-22 DEVELOPMENT 0 2 4 8 2.3 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" PLAN 2B | Exterior Elevations Note: Artist’s Conception; Colors, Materials And Application May Vary. RearRight Left Front MATERIALS: Roof: Concrete ‘S’ Tile w/ 30% Boost Barge: 4X Wood Barge Board w/ Outlookers @ Gable End Gable: Decorative Medallion Exterior: Smooth Stucco and Stone at Entry Window & Door Trim: Stucco over Foam Entry Door: Decorative Front Entry Door Garage Door: Decorative Metal Roll-Up Garage Door 2021122 | 04-22-22 DEVELOPMENT 0 2 4 8 2.3 Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" Shown with Courtyard Walls (See Site Plan for Shape & Location)+ 22’-0” 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.6 PLAN 2XB | Floor Plan W.I.C. BA. 2 BDRM. 2 PWDR. SERV. FLEX RM. BDRM. 3 BA. 3 FOYER HALL DINING P. BATH P. BDRM. BREAKFAST KITCHEN PANTRY D.Z.31"x67" F.S.T.VANITY OPT. UPPERSOPT. UPPER OPT. LOW BENCHRECYCLETRASH/OPT. CABINETSCVRD.ENTRYNICHE14"x30"OUTDOOR ROOM GREAT RM. 2-BAY GARAGE28SC80 TANDEMGARAGE 5"15'-0"83'-0"18'-0"10'-0"55'-0"10'-0"20'-0"1'-0"8"8"| 2021122 | 04-22-22C 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. POINT HAPPY LA QUNITA, CA DESIGN DEVELOPMENT 0 2 4 8 2.1X PLAN 2X 3,055 SF 3 Bdrm | 3.5 Bath | Flex 2-Bay Garage w/ Tandem 10' Plates W.I.C. BA. 2 BDRM. 2 PWDR. SERV. FLEX RM. BDRM. 3 BA. 3 FOYER HALL DINING P. BATH P. BDRM. BREAKFAST KITCHEN PANTRY D.Z.31"x67" F.S.T.VANITY OPT. UPPERSOPT. UPPER OPT. LOW BENCHRECYCLETRASH/OPT. CABINETSCVRD.ENTRYNICHE14"x30"OUTDOOR ROOM GREAT RM. 2-BAY GARAGE28SC80 TANDEMGARAGE 5"15'-0"83'-0"18'-0"10'-0"55'-0"10'-0"20'-0"1'-0"8"8"POINT HAPPY 0 2 4 8 2.1X PLAN 2X 3,055 SF 3 Bdrm | 3.5 Bath | Flex 2-Bay Garage w/ Tandem 10' Plates 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.7 PLAN 2XB | Front Elevation 2XB Note: Artist’s Conception; Colors, Materials And Application May Vary. Occurs @ Lot 72 Only 0 2 4 8 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW A2.8 PLAN 2XB | Exterior Elevations 2021122 | 04-22-22 DEVELOPMENT 0 2 4 8 2.3X Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" 2021122 | 04-22-22 DEVELOPMENT 0 2 4 8 2.3X Front Rear Roof Plan 4:12 SLOPE - TYP. 1/16" = 1'-0" Note: Artist’s Conception; Colors, Materials And Application May Vary. RearRight Left Front MATERIALS: Roof: Concrete ‘S’ Tile w/ 30% Boost Barge: 4X Wood Barge Board w/ Outlookers @ Gable End Gable: Decorative Medallion Exterior: Smooth Stucco and Stone at Entry Window & Door Trim: Stucco over Foam Entry Door: Decorative Front Entry Door Garage Door: Decorative Metal Roll-Up Garage Door Occurs @ Lot 72 Only + 22’-0” | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW COLOR & MATERIALS POINT HAPPY La Quinta, California WILLIAMS HOMES February 11, 2022 | 2021122 PAGE 2 OF 4 Preliminary Exterior Color & Materials ‘A’ ELEVATIONS ONLY, SPANISHSCHEME 2 OF 4 Material Color Manufacturer Roofing: Concrete Boosted ‘S’ Tile (20% application) 3702 Calabar Blend Ref: .18 Emi: .88 A.SRI: 20 CRRC: 0918-0063 Eagle Windows (factory finish)Dark Bronze Andersen Gutters & Downspouts (factory finish)TBD Custom-Bilt Metals Stucco Color #1 (smooth finish)DE 6170 Rice Bowl Dunn Edwards Stucco Color #2 Garage Door Wainscot DE 760 Desert Gray Dunn Edwards Accent Color #1 (applied to): Fascia Gate Secondary Doors DEC 755 Cocoa Dunn Edwards Accent Color #2 (applied to): Front Door Prefab Pipes DE 6103 Copper Lake Dunn Edwards Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. SCHEME BY OTHERS. PRELIMINARY SCHEME 2POINT HAPPY La Quinta, California WILLIAMS HOMES February 14, 2022 | 2021122 For exact color refer to manufacturer actual samples. © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING ‘A’ Elevations Only Spanish FASCIA STUCCOCOLOR #1 STUCCOCOLOR #2 GARAGEDOOR GATE PREFABPIPES FRONTDOOR POINT HAPPY La Quinta, California WILLIAMS HOMES February 11, 2022 | 2021122 PAGE 4 OF 4 Preliminary Exterior Color & Materials SCHEME 4 OF 4 ‘B’ ELEVATIONS ONLY, HACIENDA Material Color Manufacturer Roofing: Concrete Boosted ‘S’ Tile (20% application) 3606 Vallejo Range Ref: .15 Emi: .92 A.SRI: 17 CRRC: 0918-0048 Eagle Windows (factory finish)Dark Bronze Andersen Gutters & Downspouts (factory finish)TBD Custom-Bilt Metals Manufactured Stone (joints)Veneto Fieldledge Eldorado Mortar @ Stone TBD Orco Stucco Color #1 (smooth finish)DE 746 Apache Tan Dunn Edwards Stucco Color #2 Garage Door Wainscot DE 6117 Colorado Trail Dunn Edwards Accent Color #1 (applied to): Fascia Gate Secondary Doors DEC 6061 River Rocks Dunn Edwards Accent Color #2 (applied to): Stucco Trim DE 6205 Stucco Tan Dunn Edwards Accent Color #3 (applied to): Front Door DET 610 Wolverine Dunn Edwards Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. SCHEME BY OTHERS. PRELIMINARY SCHEME 4POINT HAPPY La Quinta, California WILLIAMS HOMES February 14, 2022 | 2021122 For exact color refer to manufacturer actual samples. © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCOCOLOR #1 STUCCOCOLOR #2 GARAGEDOOR ‘B’ Elevations Only Hacienda GATE STUCCOTRIM FRONTDOOR STONE POINT HAPPY La Quinta, California WILLIAMS HOMES February 11, 2022 | 2021122 PAGE 1 OF 4 Preliminary Exterior Color & Materials ‘A’ ELEVATIONS ONLY, SPANISHSCHEME 1 OF 4 Material Color Manufacturer Roofing: Concrete Boosted ‘S’ Tile (20% application) 3816 San Ramon Range Ref: .19 Emi: .94 A.SRI: 23 CRRC: 0918-0091 Eagle Windows (factory finish)Dark Bronze Andersen Gutters & Downspouts (factory finish)TBD Custom-Bilt Metals Stucco Color #1 (smooth finish)DE 6212 Crisp Muslin Dunn Edwards Stucco Color #2 Garage Door Wainscot DE 6075 Wood Lake Dunn Edwards Accent Color #1 (applied to): Fascia Front Door Gate Secondary Doors DE 6076 Wandering Road Dunn Edwards Accent Color #2 (applied to): Prefab Pipes DE 6103 Copper Lake Dunn Edwards Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. SCHEME BY OTHERS. PRELIMINARY SCHEME 1POINT HAPPY La Quinta, California WILLIAMS HOMES February 14, 2022 | 2021122 For exact color refer to manufacturer actual samples. © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING PREFABPIPES ‘A’ Elevations Only Spanish FASCIA STUCCOCOLOR #1 STUCCOCOLOR #2 GARAGEDOOR FRONTDOOR GATE POINT HAPPY La Quinta, California WILLIAMS HOMES February 11, 2022 | 2021122 PAGE 3 OF 4 Preliminary Exterior Color & Materials SCHEME 3 OF 4 ‘B’ ELEVATIONS ONLY, HACIENDA Material Color Manufacturer Roofing: Concrete Boosted ‘S’ Tile (20% application) SMC 8402 Santa Cruz Blend Ref: .14 Emi: .89 A.SRI: 16 CRRC: 0918-0058 Eagle Windows (factory finish)Dark Bronze Andersen Gutters & Downspouts (factory finish)TBD Custom-Bilt Metals Manufactured Stone (joints)Veneto Fieldledge Eldorado Mortar @ Stone TBD Orco Stucco Color #1 (smooth finish)DE 6117 Colorado Trail Dunn Edwards Stucco Color #2 Garage Door Wainscot DE 6097 Monterey Brown Dunn Edwards Accent Color #1 (applied to): Fascia Gate Secondary Doors DEC 756 Weathered Brown Dunn Edwards Accent Color #2 (applied to): Stucco Trim DET 672 Instant Classic Dunn Edwards Accent Color #3 (applied to): Front Door DET 610 Wolverine Dunn Edwards Garage Door Weatherstrip (factory finish)Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Judith Martinez (949) 250-0607. SCHEME BY OTHERS. PRELIMINARY SCHEME 3POINT HAPPY La Quinta, California WILLIAMS HOMES February 14, 2022 | 2021122 For exact color refer to manufacturer actual samples. © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA ROOFING FASCIA STUCCOCOLOR #1 STUCCOCOLOR #2 GARAGEDOOR ‘B’ Elevations Only Hacienda GATE STUCCOTRIM FRONTDOOR STONE CM1 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW COLOR & ELEVATION ASSIGNMENTS POINT HAPPY La Quinta, California WILLIAMS HOMES February 14, 2022 | 2021122 (Revision 1, 5/3/22) PAGE 1 OF 1 Color & Elevation Assignments LOT NO.PLAN NO.ELEVATION TYPE ARCHITECTURAL STYLE COLOR SCHEME 1 1 1B 1Hacienda TBD 2 1 B Hacienda TBD 3 1R A Spanish TBD 4 2R B Hacienda TBD 5 1R B Hacienda TBD 6 2R A Spanish TBD 7 1R B Hacienda TBD 25 2 A Spanish TBD 33 2 B Hacienda TBD 34 1R A Spanish TBD 35 2R A Spanish TBD 36 1R B Hacienda TBD 37 2 A Spanish TBD 38 1R 1A 1Spanish TBD 40 2 B Hacienda TBD 41 1R A Spanish TBD 42 2 A Spanish TBD 43 1 B Hacienda TBD 44 2 B Hacienda TBD 45 1 A Spanish TBD 46 2 A Spanish TBD 47 1 B Hacienda TBD 66 2 B Hacienda TBD 67 1R A Spanish TBD 68 2R A Spanish TBD 69 1R B Hacienda TBD 70 2R B Hacienda TBD 71 1R A Spanish TBD 72 2X B Hacienda TBD Color Designer: Judith Martinez © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA REVISIONS: Number Date Description 1 5/3/22 Lot 1 and 38 elevation type revised per HOA comments. 1 2 3 4 5 6 7 333435363738 25 40 41 42 43 44 45 46 47 LOT K LOT J 10 11 12 13 14 15161718192021222324 26 27 28 29 30 31 32 39 49 50 51 PREPARER ANDERSON CONSULTING ENGINEERS, INC12526 HIGH BLUFF DRIVE, SUITE 300SAN DIEGO, CA 92130(858) 925-7918 PLOT PLAN APPLICATIONCITY OF LA QUITA, CALIFORNIA 100'25'50'50'150' 50 ANDERSONCONSULTINGENGINEERS, INC. PLOT PLAN APPLICATION POINT HAPPY ESTATES 1 2 DECEMBER 2021 NOT TO SCALE VICINITY MAP APPLICANT/OWNER WILLIAMS HOMES24911 AVENUE STANFORDSANTA CLARITA, CA 91355 CONTACT:MATTHEW HANSONEMAIL:MHANSON@WILLIAMSHOMES.COMTELEPHONE:(661) 222-9207 SEE SHEET 2 POINT HAPPY #2021122 DATE DESCRIPTION INITIALS 2/14/22 ELEVATION ASSIGNMENTS J.M. 5/3/22 LOT 1 & 38 ELEVATION AGGN. REVISED S.A. 72 71 70 69 68 67 66 LOT G 53 54 55 56 57 58 59 60 61 62 63 64 65 PLOT PLAN APPLIC CITY OF LA QUITA, CALIFORNIA DECEMBER 2021 SEE SHEET 1Elevation Assignments A - B - Total Plan 1 7 7 14 Plan 2 8 6 14 Plan 2X -1 1 Total 15 14 29 B B B B BB B B B B B B B B BA AA A A A A AA A A A A A CM2 | 2021122 | 05-05-22© 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA POINT HAPPY LA QUINTA, CA DESIGN REVIEW ARCHITECTURAL DETAILS 3 *Visit andersenwindows.com/warranty for details. **When 100 Series products were tested against five leading competitors’ painted vinyl window products. 100 Series sash corner seam Vinyl sash corner seam ® STRENGTH & PERFORMANCE Fibrex® material is 2X stronger than vinyl and it retains its stability and rigidity in all climates so weathertight seals stay weathertight. 100 Series products can withstand temperatures up to 150°F, even in dark colors, meaning they won’t warp due to sun exposure. ENERGY EFFICIENT Our weather-resistant construction seals out drafts, wind and water so well, you can relax in comfort whatever the weather. Plus, Fibrex material blocks thermal transfer nearly 700 times better than aluminum to help reduce heating and cooling bills. TRANSFERABLE LIMITED WARRANTY Most other window and door warranties end when a home is sold, but our coverage — 20 years on glass, 10 years on non-glass parts — transfers from each homeowner to the next. And, because it’s not prorated, the coverage offers full benefits, year after year, owner after owner.* So it can add real value when you decide to sell your home. ADVANCED CRAFTSMANSHIP 100 Series products feature virtually seamless corners for a cleaner, more contemporary look. ENVIRONMENTALLY RESPONSIBLE Our exclusive Andersen® Fibrex composite material is composed of 40% reclaimed wood fiber by weight, most of which is reclaimed from the manufacturing of Andersen wood windows. COLORS THAT LAST Durable, factory-finished interiors and exteriors feature a premium matte finish that isn’t shiny like vinyl plus they never need painting and won’t fade, flake, blister or peel.* On 100 Series products, the finish is 12X thicker than that of painted vinyl windows** resulting in superior scratch resistance so they’ll look beautiful for years to come. See how Andersen created Fibrex material at andersenwindows.com/fibrex D1 Windows: Anderson 100 Series - Dark Bronze Lanterns Steel Raised Panel Garage Doors to Match Existing A-1 A-2 B-1 B-2 791PLN 1XR2PLN 13PLN 1R4PLN 2R5PLN 1R6PLN 2R7PLN 1X33PLN 234PLN 1R35PLN 2R36PLN 1R37PLN 238PLN 1R25PLN 240PLN 241PLN 1R42PLN 243PLN 144PLN 245PLN 146PLN 247PLN 1LOT KBASINLOT JBASIN101112131415161718192021222324262728293031323949505115'9'27'8'8'28'20'41'35'6'23'20'20'15'27'20'38'15'27'6'21'23'18'15'108'5'8'19'17'20'15'6'8'51'69'20'7'7'51'7'6'20'35'8'6'68'7'6'20'7'80'7'7'97'15' 20'49'24'19'5'6'43'15'14'30'17'20'7'7'35'34'10'20'21'8'8'7'9'21'8'9'9'9'15'20'20'15'15'17'PREPARERANDERSON CONSULTING ENGINEERS, INC12526 HIGH BLUFF DRIVE, SUITE 300SAN DIEGO, CA 92130(858) 925-7918PLOT PLAN APPLICATIONCITY OF LA QUITA, CALIFORNIA100'25'50'50'150'50ANDERSONCONSULTINGENGINEERS, INC.PLOT PLAN APPLICATIONPOINT HAPPY ESTATES12JUNE 2022NOT TO SCALEVICINITY MAPPROJECTLOCATIONAPPLICANT/OWNERWILLIAMS HOMES24911 AVENUE STANFORDSANTA CLARITA, CA 91355CONTACT:AUTUMN GASPARELLAEMAIL:AGASPARELLA@WILLIAMSHOMES.COMTELEPHONE:(323) 351-8296SEE SHEET 2 72PLN 2X71PLN 1R70PLN 2R69PLN 1R68PLN 2R67PLN 1R66PLN 2LOT GBASIN5354555657585960616263646522'15'20'10'7'15'7'6'50'48'57'54'43'34'20'20'15'20'15'8'6'8'6'8'6'8'6'42'11'38'PLOT PLAN APPLICATIONCITY OF LA QUITA, CALIFORNIA100'25'50'50'150'50ANDERSONCONSULTINGENGINEERS, INC.PLOT PLAN APPLICATIONPOINT HAPPY ESTATES22DECEMBER 2021SEE SHEET 1 123456733343536373825404142434445464772717069686766LOT KLOT GLOT J10111213141516171819202122232426272829303132394950515253545556575859606162636465SHEET 3BRADSHAW TRAIL SHEET 4SHEET 5SHEET 2HERITAGE WAYCLARKE COURTHAPPYPOINTWAYLEGENDLOT NUMBERTRACT BOUNDARYPHASE BOUNDARYSLOPERETAINING WALLSANITARY SEWERPOTABLE WATERSTORM DRAINDEEPENED FOOTINGAPPLICANT/OWNERWH LA QUINTA 29 LLC24911 AVENUE STANFORDSANTA CLARITA, CA 91355CONTACT:AUTUMN GASPARELLAEMAIL:AGASPARELLA@WILLIAMSHOMES.COMTELEPHONE:(323) 351-8296PREPARERANDERSON CONSULTING ENGINEERS, INC12526 HIGH BLUFF DRIVE, SUITE 300SAN DIEGO, CA 92130CONTACT: JEFFERY A. ANDERSONEMAIL:JEFF@ACE-CIVIL.COMTELEPHONE: (858) 524-6579AMENDED TRACT NO. 31348ESTATES AT POINT HAPPYPRECISE GRADING PLANIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA400'100'200'200'600'200Underground Service AlertSection 4216/4216.9 of the Government Code requires a DIG ALERT IdentificationNumber be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D.Number Call Underground Service Alert 811 two working days before you digANDERSONCONSULTINGENGINEERS, INC.EXP. 09/30/22NO. C 48750PRECISE GRADING PLANAMENDED TRACT NO. 31348A POR. OF S.W. 1/4 OF SECTION 19 & N.W. 1/4 OF SECTION 30, T.5S., R.7E. S.B.M.CITY OF LA QUINTAFOR:WH LA QUINTA 29 LLC5LOTS 1-7, 25, 33-38, 40-47, & 66-72JUNE 2022NOT TO SCALEVICINITY MAP390SHEET INDEX MAPSCALE: 1" = 200'GENERAL NOTES1.ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BEPERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLANS AND A SEPARATE PERMIT ISSUEDBY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT.2.THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWNON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THELA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE AN THATPARTICULAR LOT.3.A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANYBLOCK WALLS SHOWN ON THIS PLAN.4.THIS PLAN IS FOR ON-LOT CONSTRUCTION USE ONLY. ALL OFF-LOT CONSTRUCTION ACTIVITY, SUCH ASDRIVEWAY APPROACHES, OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BYSEPARATE PLANS AND PERMIT ISSUED BY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT.5.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.6.THE CONTRACTOR, AND IT SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPTSHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOTSHOWN ON THIS PLAN.7.AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PADS, THEGROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THENCOMPACTED TO NINETY (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS.8.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THEPLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY ANAPPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.9.ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTINGFROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANINGSHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER.10.THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THEFUGITIVE DUST CONTROL PLANS APPROVED FOR THIS PROJECT.11.CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMANOCCUPANCY SHALL BE PERFORMED DURING THE TIME PERIODS AS FOLLOWS:OCTOBER 1ST TO APRIL 30THMONDAY - FRIDAY7:00 A.M. TO 5:30 P.M.SATURDAY8:00 A.M. TO 5:00 P.M.MAY 1ST TO SEPTEMBER 30THMONDAY - FRIDAY6:00 A.M. TO 7:00 P.M.SATURDAY8:00 A.M. TO 5:00 P.M.WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS.TITLE SHEETSHEET INDEXDESCRIPTIONSHEET NO.TITLE SHEET...............................................................1PRECISE GRADING PLAN LOTS 1-7 & 33-38..............2PRECISE GRADING PLAN LOT 25 & SECTIONS..........3PRECISE GRADING PLAN LOTS 40-47.......................4PRECISE GRADING PLAN LOTS 66-72.......................5PROJECTLOCATIONTYPICAL UNITSNOT TO SCALEPLAN 1PLAN 2PLAN 2X55'82'55'76'55'78' 63' 83'FF ELEVPAD ELEV0.5% MIN SWALE 0.5% MIN SWALER/WPROPERTY LINE PROPERTY LINE PROPERTY LINEEARTHSWALEEARTHSWALEHPPE-0.3'FLTCTC0.5%MIN0.5%MINTYPICAL LOT DRAINAGENOT TO SCALEBLDG FOOTPRINTCONSTRUCTION NOTESCONSTRUCT FREESTANDING BLOCK WALL (PER SEPARATE PERMIT).12OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE PERDETAIL (SEE SHT. 3).3CONSTRUCT COMBINATION BLOCK/VIEW FENCE (PER SEPARATE PERMIT).4CONSTRUCT CONCRETE DRIVE APPROACH (W=16') PER CITY STD. NO. 2215CONSTRUCT COMBINATION RETAINING/PRIVACY WALL, 8' MAX.(PER SEPARATE PERMIT)LOTS 1 TO 7, 25, 33 TO 38, 40 TO 47, AND 66 TO 72 HERITAGE WAY76.17 FF75.5 PE73.7FL/HP74.1FL/HP74.5FL/HP74.7FL/HP74.3FL/HP73.9FL/HP74.6FL74.4FL74.2FL74.0FL74.1FL74.1FL73.7FL73.7 FL73.7FL73.7FL73.3FL73.3 FL73.9FL73.9 FL74.3FL74.3FL73.5FL73.5FL73.9FL73.9FL73.1FL73.1FL73.5FL73.5FL74.8FL/HP74.6FL74.2FL74.7FL74.3FL74.3FL/HP74.1FL73.8FL74.1FL73.7FL73.9FL/HP73.7FL73.4FL73.7FL73.3FL75.2FL/HP75.1FL74.9FL74.7FL74.5FL74.1FL/HP73.9FL73.9FL73.6FL73.5FL74.5FL/HP74.3FL74.3FL73.9FL73.9FL73.7FL/HP73.5FL73.5FL73.1FL73.0FL6.1% 4.7% 6.0% 9.5% 8.5% 8.1%2.9%9.5% 6.9% 7.4% 4.7% 5.2%4%75.67 GF75.17 GF74.97 GF74.69 GF74.57 GF74.37 GF74.17 GF74.17 GF74.37 GF74.57 GF74.77 GF74.97 GF75.27 GF(74.06)TC(74.98)TC(73.69)TC(73.35)TC(73.00)TC(72.65)TC(72.32)TC(72.06)TC(73.91)TC75.67 FF75.0 PE75.47 FF74.8 PE75.27FF74.6 PE75.07 FF74.4 PE74.87 FF74.2 PE74.67 FF74.0 PE75.77 FF75.10 PE75.47 FF74.8 PE75.27 FF74.6 PE75.07 FF74.4 PE74.87 FF74.2 PE74.67 FF74.0 PE(75.74)(74.98)TC(74.98)0.50%0.50%1.46%(74.51)TC0.5%0.5%0.5%0.5%1.7%0.5%0.5% 0.5%1.4%0.5%0.5%0.5%0.5%0.5%0.5%0.9%0.5% 0.5%3.6% 1.6%0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 3.2% 2.1% 5.1% 3.3% 3.6% 2.2%2.7%1PLN 12PLN 2R3PLN 1R4PLN 2R5PLN 1R6PLN 2R7PLN 1R33PLN 234PLN 1R35PLN 2R36PLN 1R37PLN 238PLN 1R3915'9'27'7.5'8'28'8.5'8.5'41'35'8'9'20'15'21'6'7.0'23'20'20'6.5'7.5'15'6.5'7'27'20'20'7.5'38'8.5'8'20'15'6.5'7'27'6.5'6'26'7.5'15'(74.25)TC(75.15)TC(73.82)TC(73.45)TC(73.08)TC(72.71)TC(72.34)TC(72.02)TC(71.87)TC(72.26)TC0.5%(72.34)TC(72.83)TC(75.9 PE)(77.5 PE)0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%0.5% 2.8% 4.2% 3.4% 3.3% 1.5% 2.4% 1.4% 1.7% 0.5% 1.1%0.5%0.5%0.5%0.5%0.5%0.5%0.5%5.3% 124.09'L=54.75L=17.09L=71.83L=71.55L=71.54L=71.79L=64.73L=33.36 98.83'87.94'71.50'71.50'71.50'71.50'71.50'137.15' 139.56' 137.64' 131.37' 136.21' 129.15' 124.51' 122.96' 125.27' 131.45'L=51.72L=68.79L=68.55L=68.53L=68.72L=43.19L=25.81L=66.76L=60.25L=92.79L=8.0762.78'68.51'47.55'20.95'68.50'68.50'68.50'108.82'41.09'L=83.0527.85'130.38' 18.5'18.5'10' 10'R/WPUEEX. SWREX. WTREX. SDEX. SDBRADSHAW TRAILPOINT HAPPY WAY12TYP1112TYP2TYP111111111112TYP2TYP2TYP5'6'1.0% 1.0% 1.0% 1.0% 1.0% 1.0%75.1FG75.1FG19'74.8FG74.8FG74.6FG74.6FG74.2FG74.2FG74.0FG74.074.4FG74.4FG80.0 TW73.5 TF80.0 TW73.5 TF74.0FG74.2FG74.0FG80.0 TW73.5 TF80.0 TW73.5 TF74.58FS74.00FS74.57FS74.50FS2.0% 2.0% 2.0% 2.0% 2.0%2.0% 2.0% 2.0%74.20FS74.70FS74.77FS2.0%74.58FS74.2FG0.5%74.40FS74.97FS74.90FS74.95FS80.2 TW73.7 TF80.2 TW73.7 TF74.6FG74.4FG74.4FG75.10FS75.30FS75.60FS75.67FS75.37FS75.17FS74.60FS74.98FS80.4 TW73.9 TF80.4 TW73.9 TF74.6FG74.6FG74.8FG80.6 TW74.1 TF80.6 TW74.1 TF74.8FG75.1FG80.8 TW74.3 TF80.8 TW74.3 TF74.80FS75.35FS75.48FS75.10FS74.2FG74.2FG74.0FG74.0FG74.4FG74.4FG74.6FG74.6FG74.8FG74.8FG75.0FG75.0FG75.5FG75.5FG75.5FS75.88FS76.07FS75.00FS74.0FG80.0 TW72.5 TF75.4 FG0.1' DF74.7 FG0.3' DF75.0 FG0.0' DF74.7 FG0.1' DF74.8 FG0.0' DF74.6 FG0.0' DF74.4 FG0.2' DF74.3 FG0.1' DF74.4 FG0.0' DF74.2 FG0.0' DF74.1 FG0.1' DF74.4FG75.0FG75.5FG74.7FG75.0FG74.6FG74.8FG74.4FG74.6FG74.2FG74.4FG74.0FG74.0FG80.0 TW73.5 TF80.2 TW73.7 TF80.2 TW73.7 TF80.4 TW73.9 TF80.4 TW73.9 TF80.6 TW74.1 TF80.6 TW74.1 TF80.8 TW74.3 TF80.8 TW74.3 TF81.0 TW74.5 TF81.0 TW74.5 TF81.5 TW75.0 TF81.5 TW75.0 TF75.5FG75.50FS75.57FS75.51FS75.00FS2.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.0%1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 2.0% 2.0% 2.0% 2.0%75.18FS74.70FS75.37FS75.30FS75.07FS74.40FS75.17FS75.10FS74.30FS74.97FS74.78FS74.90FS74.10FS74.75FS74.77FS74.75FS74.00FS74.57FS74.38FS74.50FS80.0 TW73.5 TF80.0 TW73.5 TF4TYP4TYP4TYP4TYP4TYP20'2TYP74.2FG74.6FG74.8FG75.0FG75.5FG75.1FG20'74.8FG74.8FG74.6FG74.4FG74.4FG74.2FG74.2FG8'21'74.0FG74.0FGSEE SHT 3SEE SHT 32%TYP2%TYPPUE80.1 TW73.1 TF74.8FG74.3FG80.1 TW73.6 TF79.9 TW72.9 TF74.4FG73.9FG79.9 TW73.4 TF73.8 FG79.5 TW72.0 TF73.7FG79.5 TW73.0 TF80.4 TW72.9 TF74.4 FG74.1FG80.4 TW73.4 TF20'7'17'34'74.6F64.3% 9% TYP. 9% TYP.33'14'73.9 FG0.1' DF40'10'20'20'60'20Underground Service AlertSection 4216/4216.9 of the Government Code requires a DIG ALERT IdentificationNumber be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D.Number Call Underground Service Alert 811 two working days before you digANDERSONCONSULTINGENGINEERS, INC.EXP. 09/30/22NO. C 48750PRECISE GRADING PLANAMENDED TRACT NO. 31348A POR. OF S.W. 1/4 OF SECTION 19 & N.W. 1/4 OF SECTION 30, T.5S., R.7E. S.B.M.CITY OF LA QUINTAFOR:WH LA QUINTA 29 LLC5LOTS 1-7, 25, 33-38, 40-47, & 66-72LEGENDLOT NUMBERTRACT BOUNDARYPHASE BOUNDARYEXISTING EASEMENT (SEWER/STORM)EXISTING EASEMENT (UTILITY)EXISTING LOT LINESLOPERETAINING WALLSANITARY SEWERPOTABLE OR RECYCLED WATERSTORM DRAINDEEPENED FOOTING390CONSTRUCTION NOTESPRECISE GRADING PLANPRECISE GRADING PLANIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIACONSTRUCT FREESTANDING BLOCK WALL (PER SEPARATE PERMIT).12OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE PERDETAIL (SEE SHT. 3).3CONSTRUCT COMBINATION BLOCK/VIEW FENCE (PER SEPARATE PERMIT).4CONSTRUCT CONCRETE DRIVE APPROACH (W=16') PER CITY STD. NO. 221JUNE 2022 8081828384798579.87 FF79.2 PE78.9FL/HP77.8FL/HP77.577.778.8FL78.7FL78.2FL78.4FL78.14. 4%79.37 GF25PLN 22423'18'15'108'17' 2 1 '49'(77.47)TC0.5%0. 5 % 0. 5 % 0.7 %1.5%(78.14)TC(77.55)TC110.62'31.63'20.00'117. 7 8 '39.79'91.85'31. 9 2 ' 30.65 ' 65.53'L=37.12L =7 9 .3 4 34.35'109.52' CLARKE COURT10' CONC. SWALEPER RG PLANS2TYP1113E X . R O C K F A L L B A R R I E R 5' CONC. SWALEPER RG PLANS2:1 SLOPEPER RG PLANS84.9 T0PFENCE78.1FG78.2FG78.1FG84.1 TW77.6 TF84.1 TW77.6 TF78.4FG79.77FS79.75FS79.2FS79.70FS2. 0 % 1 . 0%79.2FG85.2 TF77.7 TF85.2 TW77.7 TF80.4FG79.2FG79.5FG83.8FG79.5FGCOMBINATION WALL PERROUGH GRADING PLANS[85.9] TW[77.9] TF85.2 TW77.7 TF82.5FG80.5FG79.2FG79.5FG85.2 TF78.2 TF85.2 TF78.2 TF85.7 TF78.7 TF79.1FG79.2FG485.7 TF79.2 TF2%PUE10'40'10'20'20'60'20Underground Service AlertSection 4216/4216.9 of the Government Code requires a DIG ALERT IdentificationNumber be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D.Number Call Underground Service Alert 811 two working days before you digANDERSONCONSULTINGENGINEERS, INC.EXP. 09/30/22NO. C 48750PRECISE GRADING PLANAMENDED TRACT NO. 31348A POR. OF S.W. 1/4 OF SECTION 19 & N.W. 1/4 OF SECTION 30, T.5S., R.7E. S.B.M.CITY OF LA QUINTAFOR:WH LA QUINTA 29 LLC5LOTS 1-7, 25, 33-38, 40-47, & 66-72LEGENDLOT NUMBERTRACT BOUNDARYPHASE BOUNDARYEXISTING EASEMENT (SEWER/STORM)EXISTING EASEMENT (UTILITY)EXISTING LOT LINESLOPERETAINING WALLSANITARY SEWERPOTABLE OR RECYCLED WATERSTORM DRAINDEEPENED FOOTING390CONSTRUCTION NOTESPRECISE GRADING PLANPRECISE GRADING PLANIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA6" X 8" X 16" SLUMPSTONEBLOCK WALLCAP6" MIN 6' MIN. FROM HIGHEST PAD ELEV.F.G. TYPICAL INTERIOR WALL DETAILNOT TO SCALEWALL FOOTINGOMIT HALF BLOCK ATFLOWLINE OF PROPOSEDSWALE TO PROVIDE OUTLETFOR YARD DRAINAGEGARDEN WALL(PER SEPARATE PERMIT)F L E L E V . P E R P L AN WALL OPENING DETAILNOT TO SCALETUBULAR STEEL FENCE6" MASONRY RETAINING WALL2" MASONRY CAP TYPICAL COMBINATION WALL DETAILNOT TO SCALE6' MIN. FROM PAD ELEV.0.5P/LPADFFFF2% MIN20% MAXVARIESVARIES8" MIN8" MIN VARIES3' MINFLVARIES3' MIN2% MIN2:1 MAXFL2% MIN20% MAX8" MIN8" MIN 0.5'PADCONSTRUCT FREESTANDING BLOCK WALL (PER SEPARATE PERMIT).12OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE PERDETAIL (SEE HEREON).3CONSTRUCT COMBINATION BLOCK/VIEW FENCE (PER SEPARATE PERMIT).4CONSTRUCT CONCRETE DRIVE APPROACH (W=16') PER CITY STD. NO. 2210.5P/LPADFFFF2% MIN20% MAXVARIESVARIES8" MIN 8" MIN VARIES3' MINFLVARIES3' MIN2:1 MAXFL2% MIN20% MAX8" MIN 8" MIN 0.5'PADCOMBINATIONRETAINING/BLOCK WALL,8' MAX. EXPOSED (PERSEPARATE PERMIT)PAD2% MIN20% MAX8" MINEXIST. GROUNDEXISTINGBLOCK WALLVARIES (10'MAX)VARIESPL8" MIN BLOCK WALL, 6' MAX.(PER SEPARATE PERMIT)2% MIN20% MAXPAD ELEV. MINUS0.3' (MIN.)FLPAD2% MIN20% MAX8" MINVARIES (10'MAX)VARIESPL8" MIN2% MIN20% MAXPAD ELEV. MINUS0.3' (MIN.)FLPROPOSED CHANNEL PERROUGH GRADING PLANS2:1 MAXCOMBINATION BLOCKWALL/VIEW FENCE , 6' MAX.(PER SEPARATE PERMIT)JUNE 2022WALL NOTES1.MAXIMUM WALL HEIGHT IS 6 FEET. COMBINATION WALLS MAY BE TALLER, BUT THEFREESTANDING PORTION SHALL NOT EXCEED 6 FEET. IF THE RETAINING WALL IS 3FEET OR GREATER THE FREESTANDING PORTION SHALL NOT EXCEED 5 FEET.WALLS SEPARATED BY 3 FEET OR MORE ARE CONSIDERED INDEPENDENT.2.PERIMETER WALLS SHALL MATCH THE WALLS EXITING IN THE COMMUNITY. 76.00 FF75.5 PE77.8FL/HP77.5FL77.0FL77.7FL77.3FL77.7FG/HP77.6FL77.2FL77.4FL77.0FL77.0FL/HP76.8FL76.4FL76.8FL76.4FL75.8FL/HP75.7FL75.3FL75.5FL75.1FL78.1FL/HP77.9FL77.6FL77.9FL77.5FL77.3FL/HP77.2FL76.8FL77.2FL76.9FL76.7FL/HP76.5FL76.1FL76.5FL76.2FL75.1FL/HP75.0FL74.6FL74.8FL74.4FL75.2FG/HP75.1FG74.7FG4.0% 7.6% 7.1% 6.4% 4.4% 5.1% 3.1%3.3%78.10 GF78.57 GF78.10 GF77.77 GF77.47 GF77.17 GF76.20 GF75.50 GF(74.98)TC(75.74)TC(74.98)TC(74.98)TC1.46%0.5%0.5%PLN 140PLN 241PLN 1R42PLN 243PLN 144PLN 245PLN 146PLN 247PLN 1LOT KBASIN263920'20'108'20'15'51'69'20'51'20'35'68'20'80'97'(75.15)TC(75.9 PE)(77.5 PE)76 L=60.25L =92.79L=8.07 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%1.4 %6.5'7'6.5'7'6.5'7'6.5'7.6'6'7'7'6.5'6'7.5'5'17'(77.47)TC(77.19)TC(76.72)TC(76.76)TC(77.21)TC(77.20)TC(77.03)TC(76.85)TC(76.67)TC(76.49)TC(76.28)TC(76.18)TC(76.10)TC(75.89)TC(75.79)TC(75.74)TC(75.17)TC(74.74)TC(74.47)TC(73.98)TC(73.92)TC(78.14)TC78.87 FF78.1 PE79.07 FF78.4 PE78.67 FF78.0 PE78.27 FF77.6 PE77.97 FF77.3 PE77.67 FF77.0 PE76.77 FF76.1 PE76.07 FF75.4 PE0.5% 0.5% 1.9% 2.8% 1.7% 1.8% 1.7% 4.0% 1.3% 1.3% 2.3% 2.1%0.5%1.0%0.9%22.89'L =3 8.48 71.61'L=37.12L =7 9 .3 4 34.35'1 0 9 . 5 2 ' 2 1 . 8 1 '51.67'35.34'33.64'68.58'51.56'87.61'70.19'207.18'L=107.78L=42.56 L=71.42L=8.29L=19 .7 1 L=47.59L=14.36L=19.7138.28'34.84'L=34.06L=33.83L=36.74L=31.21203.79' 169.37' 154.98' 139.92' 163.90' 181.57'206.40'0.6%0.5%0.5%1.0%BRADSHAW TRAILCLARKE COURT CLARKE COURT0.7%R/W18.5'18.5'10'PUER=38'0.5%EX. SWREX. WTR10' CONC. SWALEPER RG PLANS1111111112TYP2TYP2TYP333EX. ROCKFALL BARRIER84.0 TW77.5 TF84.4 T0PFENCE84.9 T0PFENCE83.9 T0PFENCE83.9 T0PFENCE82.4 T0PFENCE83.4 T0PFENCE83.4 T0PFENCE83.4 T0PFENCE84.4 T0PFENCE84.9 T0PFENCE82.4 T0PFENCE81.4 T0PFENCE81.4 T0PFENCE78.1FG78.2FG78.1FG84.1 TW77.6 TF84.5 TW77.5 TF84.5 TW77.5 TF84.1 TW77.1 TF78.1FG77.7 FG0.4' DF84.1 TW77.6 TF78.4FG78.4FG78.4FG78.4FG78.0FG78.0FG78.0FG78.0FG77.6FG77.6FG77.6 FG77.6FG77.3FG77.3FG77.3FG77.3FG77.0FG77.0FG77.0FG77.0FG76.1FG76.1FG76.1FG76.1FG75.4FG75.4FG75.4FG75.4FG78.1 FG0.0' DF78.2 FG0.2' DF78.1 FG0.0' DF77.8 FG0.2' DF75.2 FG0.2' DF75.4 FG0.0' DF75.9 FG0.2' DF76.1 FG0.0' DF77.1 FG0.2' DF77.3 FG0.0' DF1.0%2.0%1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0%2.0%75.71FS75.20FS75.92FS75.90FS75.9FS76.58FS76.67FS76.60FS77.50FS77.57FS77.38FS77.00FS77.30FS77.85FS77.87FS77.80FS78.10FS78.17FS77.98FS77.60FS77.80FS78.48FS78.57FS78.50FS78.90FS78.97FS78.40FS78.78FS78.48FS77.70FS78.50FS78.50FS4444TYPTYPTYP84.0 TW76.5 TF78.0FG78.0 FG0.0' DF77.6FG17'83.6 TW77.1 TF83.6 TW76.1 TF77.6FG83.3 TW76.3 TF83.3 TW75.8 TF77.3FG83.0 TW76.5 TF83.0 TW75.5 TF77.0FG15'77.0FG82.1 TW75.6 TF82.1 TW74.6 TF76.1FG81.4 TW74.4 TF81.4 TW73.9 TF15'75.4FG81.4 TW74.9 TF81.4 TW74.9 TFSEE SHT 3SEE SHT 32%TYP.77.6FG83.5 TW77.0 TF83.5 TW76.5 TF76.5FG77.3FG82.8 TW75.8 TF76.5FG82.8 TW75.8 TF75.6FG81.6 TW75.1 TF81.6 TW75.1 TF9%TYP.PRECISE GRADING PLANIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA40'10'20'20'60'20Underground Service AlertSection 4216/4216.9 of the Government Code requires a DIG ALERT IdentificationNumber be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D.Number Call Underground Service Alert 811 two working days before you digANDERSONCONSULTINGENGINEERS, INC.EXP. 09/30/22NO. C 48750PRECISE GRADING PLANAMENDED TRACT NO. 31348A POR. OF S.W. 1/4 OF SECTION 19 & N.W. 1/4 OF SECTION 30, T.5S., R.7E. S.B.M.CITY OF LA QUINTAFOR:WH LA QUINTA 29 LLC5LOTS 1-7, 25, 33-38, 40-47, & 66-72LEGENDLOT NUMBERTRACT BOUNDARYPHASE BOUNDARYEXISTING EASEMENT (SEWER/STORM)EXISTING EASEMENT (UTILITY)EXISTING LOT LINESLOPERETAINING WALLSANITARY SEWERPOTABLE OR RECYCLED WATERSTORM DRAINDEEPENED FOOTING390CONSTRUCTION NOTESPRECISE GRADING PLANCONSTRUCT FREESTANDING BLOCK WALL (PER SEPARATE PERMIT).12OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE PERDETAIL (SEE SHT. 3).3CONSTRUCT COMBINATION BLOCK/VIEW FENCE (PER SEPARATE PERMIT).4CONSTRUCT CONCRETE DRIVE APPROACH (W=16') PER CITY STD. NO. 221JUNE 2022 75.5FL/HP75.2FL74.8FL75.4FL75.0FL71.8FL/HP71.6FL71.2FL71.6FL71.2FL71.8FL/HP71.6FL71.3FL71.6FL71.2FL72.5FL/HP71.9FL72.3FL71.9FL71.8FL/HP71.5FL71.2FL71.6FL71.2FL72.2FL/HP72.0FL71.6FL72.0FL71.6FL73.5FL/HP73.2FL72.9FL73.4FL73.0FL9.6%6.4%6.5%7.4%6.6%5.1%8.0%72.27 GF72.27 GF72.27 GF72.67 GF72.97 GF73.97 GF75.97 GF72PLN 2X71PLN 1R70PLN 2R69PLN 1R68PLN 2R67PLN 1R66PLN 250'57'54'BRADSHAW TRAIL72.77 FF72.1 PE72.77 FF72.1 PE72.77 FF72.1 PE73.17 FF72.5 PE73.47 FF72.8 PE74.47 FF73.8 PE76.47 FF75.8 PE20' 15' 20' 15' 20'15'10'7'6.5'7'6.5'7'6.5'6.5'7'7'6.5'7'41'22' 43'34'(70.69)TC(70.32)TC(70.33)TC(70.57)TC(70.58)TC(70.95)TC(71.32)TC(71.44)TC(71.71)TC(72.46)TC(76.07)TC(74.65)TC18.5'18.5'R/WPUE10' 1.5% 0.5% 0.5%4.5% 0.5%0.5% 2.7%0.5% 0.5%2.6% 1.0%0.5% 0.5%2.3% 1.9%0.5% 0.5% 0.5% 0.5% 1.0% 2.6% 4.0%0.5%0.5%5.8%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%178.52' 156.51' 149.45' 159.33' 169.21' 152.60' 115.93'95.85'72.88'69.21'69.21'69.54'81.63'112.15'112.23'L=95.07L=72.27L=52.8016.01'68.50'68.50'8.91'L=60.35L=17.312.4%EX. SWREX. WTREX. SD5' CONC. SWALEPER RG PLANS111111513332TYP2TYP2TYPLOT GBASINEX. ROCKFALL BARRIER4TYP4TYP4TYP78.1 T0PFENCE78.1 T0PFENCE78.1 T0PFENCE78.1 T0PFENCE78.6 T0PFENCE78.1 TW71.1 TF78.6 T0PFENCE78.6 T0PFENCE78.6 T0PFENCE79.6 T0PFENCE79.6 T0PFENCE81.8 T0PFENCE72.0 FG0.1' DF78.1 TW71.6 TF72.1FG72.1FG72.1FG71.9FG72.1FG72.1FG72.1FG72.60FS72.65FS72.10FS72.67FS72.1FG2TYP78.1 TW70.6 TF72.1FG72.67FS72.67FS72.60FS72.60FS2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0%72.1FG72.1FG72.1FG78.1 TW70.6 TF78.1 TW71.6 TF72.1FG72.1FG72.10FS72.1FG72.48FS72.0 FG0.1' DF72.0 FG0.0' DF2.0% 2.0% 2.0%72.65FS72.00FS72.1FG72.0 FG0.1' DF72.1 FG0.0' DF78.1 TW70.6 TF72.0 FG0.1' DF72.0 FG0.0' DF0.5%0.5%0.5%0.5%72.3FL20'72.40FS72.88FS73.07FS73.00FS72.4 FG0.1' DF72.5 FG0.0' DF78.1 TW71.6 TF78.1 TW70.6 TF72.5 FG72.5 FG72.5FG72.5FG73.37FS72.70FS73.35FS73.30FS72.4 FG0.1' DF72.5 FG0.0' DF72.7 FG0.1' DF72.8 FG0.0' DF72.7 FG0.1' DF72.8 FG0.0' DF78.5 TW72.0 TF78.5 TW71.0 TF72.8 FG72.8FG72.8FG15'78.8 TW72.3 TF73.8 FG74.18FS74.37FS72.70FS73.30FS72.7 FG0.1' DF72.8 FG0.0' DF73.8FG75.8FG73.8FG82.1 T0PFENCE78.8 TW72.3 TF79.8 TW72.3 TF76.3 TRW73.8 TF75.8FG74.5FG81.8 TW76.3 TRW73.8 TF74.7 FG81.8 TW2:1 81.8 TW74.8 TF73.8FG75.8 FG73.6 FG0.2' DF73.8 FG0.0' DF75.7 FG0.1' DF75.8 FG0.0' DF75.80FS76.35FS76.37FS76.30FS82.2 TW75.3 TF75.8FG75.8FG81.8 TW75.3 TF75.8FG11SEE SHT 3SEE SHT 32%TYP.72.1FG77.6 TW70.1 TF77.6 TW70.6 TF71.6FG77.6 TW70.6 TF72.1FG72.1FG71.6FG77.6 TW71.1 TF78.0 TW71.0 TF72.3FG78.0 TW71.5 TF81.3 TW73.3 TF75.3FG74.9FG81.3 TW74.3 TF9%TYP.2%74.9FG40'10'20'20'60'20Underground Service AlertSection 4216/4216.9 of the Government Code requires a DIG ALERT IdentificationNumber be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D.Number Call Underground Service Alert 811 two working days before you digANDERSONCONSULTINGENGINEERS, INC.EXP. 09/30/22NO. C 48750PRECISE GRADING PLANAMENDED TRACT NO. 31348A POR. OF S.W. 1/4 OF SECTION 19 & N.W. 1/4 OF SECTION 30, T.5S., R.7E. S.B.M.CITY OF LA QUINTAFOR:WH LA QUINTA 29 LLC5LOTS 1-7, 25, 33-38, 40-47, & 66-72LEGENDLOT NUMBERTRACT BOUNDARYPHASE BOUNDARYEXISTING EASEMENT (SEWER/STORM)EXISTING EASEMENT (UTILITY)EXISTING LOT LINESLOPERETAINING WALLSANITARY SEWERPOTABLE OR RECYCLED WATERSTORM DRAINDEEPENED FOOTING390CONSTRUCTION NOTESPRECISE GRADING PLANPRECISE GRADING PLANIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIACONSTRUCT FREESTANDING BLOCK WALL (PER SEPARATE PERMIT).12OMIT HALF BLOCK AT GRADE TO ALLOW FOR DRAINAGE PERDETAIL (SEE SHT. 3).3CONSTRUCT COMBINATION BLOCK/VIEW FENCE (PER SEPARATE PERMIT).4CONSTRUCT CONCRETE DRIVE APPROACH (W=16') PER CITY STD. NO. 2215CONSTRUCT COMBINATION RETAINING/PRIVACY WALL, 8' MAX.(PER SEPARATE PERMIT)JUNE 2022 POINT HAPPY ESTATES, LA QUINTA CA - TRACT #31348 EXISTING COMMUNITY - PAGE 1 POINT HAPPY ESTATES, LA QUINTA CA - TRACT #31348 EXISTING COMMUNITY - PAGE 2 POINT HAPPY ESTATES, LA QUINTA CA - TRACT #31348 EXISTING COMMUNITY - PAGE 3 POINT HAPPY ESTATES, LA QUINTA CA - TRACT #31348 EXISTING COMMUNITY - PAGE 4 POINT HAPPY ESTATES, LA QUINTA CA - TRACT #31348 EXISTING COMMUNITY - PAGE 5