Loading...
MUP 2025-0009 (Amendment to MUP 2025-0005) Model Home - Griffin Ranch (12.10.2025)ta Qa�fra CALIFORNIA - December 10, 2025 Lea Moguet Toll Brothers 350 Commerce, Suite 200 Irvine, CA 92602 SUBJECT: MINOR USE PERMIT 2025-0009: AMENDMENT TO MINOR USE PERMIT 2025- 0005 FOR GRIFFIN RANCH Dear Ms. Moguet: The City of La Quinta Design and Development Department has reviewed and approved Minor Use Permit 2025-0009, an amendment to Minor Use Permit 2025-0005 to include one model home. The model home will be constructed on Lot 11 (APN: 780-450-011) pursuant to the findings listed in Section 9.60.240 of the La Quinta Municipal Code, and subject to the information on file and the Conditions of Approval included herein. aILI1111LI[09 1. Consistency with General Plan. The model home is permitted within the Low -Density Residential (RL) zoning designation and will allow prospective buyers to visualize the finishes, upgrades, and overall style of the completed homes. 2. Consistency with Zoning Code. The use of the model home will not create conditions materially detrimental to public health, safety, and general welfare. 3. Compliance with CEQA. The model home consistent with the addendum to the Mitigated Negative Declaration (MND) that was prepared for EA2021-0002 and adopted by the La Quinta Planning Commission on May 24, 2022, Resolution 2022-013. 4. Surrounding Uses. The proposal would not create conditions materially detrimental to public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. The proposed use of the model home is not permanent and is consistent with other newly constructed tracts within residential areas. CONDITIONS OF APPROVAL PI ANNIN(-, 1. The model home shall be permitted to remain for two (2) years, beginning from the date of this approval, unless a time extension is applied for and granted by the Design and 78495 Calle Tampico I [a Qull9a, Califomia 922531760,7T7.70081 7 W u�� CAIJFORNI1 - Development Department. The Design and Development Director may extend the permit for up to one year upon a written request from the property owner. 2. The applicant shall receive Precise Grading (PWPL2025-0067) approval for this project. Additional permits from Design and Development Department may be required. 3. The model home complex will be open to the public from 10:00 AM to 5:00 PM, seven days a week. 4. City of La Quinta Business License & CA DRE Real Estate Office License are required. 5. The following advertising devices or activities are expressly prohibited within or outside the project: banners, balloons, portable trailer signs, or human indicators such as sign twirlers. Permitted signage can be found in LQMC Section 9.60.240. 6. ADA accessible route(s) from the sales office to the model home and throughout the area shall be provided and maintained as may be required by the Public Works Department and the Building Division. BUILDING 7. A separate Building permit BRES2025-0406 shall be obtained from the Building Division prior to the construction of the model home. The proposed construction shall comply with all other development standards as required under the La Quinta Zoning Code. 8. Any building, structure, facility, complex or improved area, or portions thereof, which are used by the general public shall be provided with a barrier free design, to ensure that these improvements are accessible to and usable by persons with disabilities, plans shall fully detail how the proposed construction complies with the California Accessibility Standards defined in Title 24 Chapter 11 B and Federal ADA Regulations. A new precise grading plan must be reviewed and approved showing compliance with the applicable site accessibility requirements. There are apparent deficiencies in the preliminary proposed precise grading plans provided with this MUP, including accessible route slopes and separation of circulation paths from vehicular areas. These will need to be worked out during the precise grading review process. ta aQfra CAIJFORNI1 - The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. If you have any questions, please contact me at (760) 777-7195 and or at JLima(cD_LaQuintaCA.gov Sincerely, ,cam Jack Lima, Assistant Planner Design and Development Department Cc: Cheri Flores, Interim Design and Development Department Director AVENUE 51 0 Ld -- zoo LU ~w I- AVENUE 52 U Z 0 U) w AVENUE 53 44 LL w w X c~n AVENUE 54 w SITE w N w w Uj kL' ' w o Na o cn N AVENUE N Zp Z zo o IITY MAP o AIRPORT I BLVD Q NTS (0 55 I pf_GIVn IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 38083 - GRIFFIN RANCH MODEL HOME PRECISE GRADING PLAN RECORDED C/L - - — RECORDED R/W CONSTRUCTION NOTES QUANTITY ESTIMATE — — RECORDED PUE FOR PERMIT PURPOSES ONLY RECORDED LOT LINE DECORATIVE PAVERS DRIVEWAY. SEE DETAIL "A" ON OCONSTRUCT SHEET NO. 2 1,411 SF RECORDED BOUNDARY PROPOSED GARDEN WALL O2 CONSTRUCT DECORATIVE PAVERS WALKWAY 210 SF PROPOSED COMBINATION WALL O3 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 803 SF PROPOSED RETAINING WALL PROPOSED EXTENDED FOOTING O4 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 2 6 EA _ _ _ _ _ . PROPOSED GRADED SWALE O5 INSTALL 4" PVC (SDR-35) PIPE AT 1 % MIN SLOPE 295 LF o----------------0 PROPOSED STORM DRAIN WITH DRAIN INLET AND BUBBLER O6 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL ON SHEET NO. 2 3 EA q PROPOSED AC UNIT O7 CONSTRUCT DRIVEWAY CULVERT PER DETAIL ON SHEET NO. 2 1 EA 7771 PROPOSED P.C.C. CONCRETE OCONSTRUCT 6' GARDEN WALL (BY SEPARATE PERMIT) STRUCTURAL 7771 EXISTING P.C.C. CONCRETE CALCULATIONS AND DESIGN BY OTHERS 357 LF O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 2 1 EA — — — — EXISTING CURB AND GUTTER EXISTING SIDEWALK NOTE TO CONTRACTOR: QUANTITY ESTIMATE EXISTING INDEX CONTOUR MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXISTING INTER CONTOUR EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND EXISTING GARDEN WALL FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN EXISTING COMBINATION WALL QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF - EXISTING RETAINING WALL CONSTRUCTION. — w — EXISTING WATER LINE EARTHWORK ESTIMATE — — s — EXISTING SEWER LINE FOR PERMIT PURPOSES ONLY — E — EXISTING ELECTRIC LINE TOTAL CUT (RAW): 75 C.Y. — SD- EXISTING STORM DRAIN LINE TOTAL FILL (RAW): 75 C.Y. X EXISTING FIRE HYDRANT THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT ® EXISTING WATER VALVE FROM TRENCHING AND DETAILED GRADING. EXISTING WATER METER & SERVIC NOTE TO CONTRACTOR: GEOTECHNICAL RECOMMENDATIONS 0 EXISTING SEWER MANHOLE THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES A EXISTING SEWER LATERAL PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE 0 EXISTING ELECTRIC SERVICE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. ® EXISTING ELECTRIC TRANSFORMER UTILITIES ABBREVIATIONS WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS THE GAS COMPANY (800) 427-2200 TELEPHONE VERIZON (800) 483-5000 CABLE T.V. TIME WARNER (760) 340-1312 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR: EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. Dig Safely DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EAST L= N NORTH L# JE S SOUTH L.F. W) WEST LP AC ASPHALT CONCRETE MAX. BC BEGINNING OF CURVE MIN. BCR BEGIN CURB RETURN MOC BOC BACK OF CURB NG BSL BUILDING SETBACK N.T.S. C# CURVE DATA NUMBER PA C/L CENTERLINE P/L C&G CURB AND GUTTER PCC C.B. CATCH BASIN PE C.Y. CUBIC YARDS PIG D= DEPTH POC DWG. DRAWING PRC DWY DRIVEWAY PROP EA. EACH PUE EC END OF CURVE PVMT ECR END CURB RETURN R/W ELEV ELEVATION S.F. EP EDGE OF PAVEMENT S/W ESMT. EASEMENT TB EVA EMERGENCY VEHICLE ACCESS TC EX EXISTING TF FF FINISHED FLOOR TOG FG FINISHED GRADE TP FL FLOWLINE TRW FS FINISHED SURFACE TW GB GRADE BREAK TYP. HP HIGH POINT W INV INVERT FEMA: THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD HAZARD AREAS. NOTE: PERMITS SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. NOTE: CONCRETE ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA © Copyright 2025 STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, MSA Consulting, Inc. INCLUDING ALL ADDENDUMS. All Rights Reserved LENGTH LINE DATA NUMBER LINEAL FEET LOW POINT MAXIMUM MINIMUM MID —POINT OF CURVE NATURAL GROUND NOT TO SCALE PLANTER AREA PROPERTY LINE POINT OF COMPOUND CURVE PAD ELEVATION POINT OF INTERSECTION/GUTTER FL POINT ON CURVE POINT OF REVERSE CURVE PROPOSED PUBLIC UTILITY EASEMENT PAVEMENT RIGHT OF WAY SQUARE FEET SIDEWALK TOP OF BERM TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF PAVEMENT TOP OF RETAINING WALL TOP OF WALL TYPICAL WIDTH LOT 11 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR: TOLL BROTHERS, INC. 350 COMMERCE, SUITE 200 IRVINE, CALIFORNIA 92602 (626) 664-4429 INDEX MAP �O 1 R PLANNING APPROVAL ADMINISTRATIVE CASE# MUP2025-0009 (AMENDMENT) EXHIBIT# INITIAL &bt J.LIMA DATE 12/10/2025 BASIS OF BEARING: THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1 /4 OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AND COT) TAKEN AS: N 02°03'38" W (NAD 83 CA ZONE 6 DATUM). / Q\�OFESS/pN�` P- p,.DEtgTo < CO Jv 99 Z w C43880 m m Exp. 6-30-27 \s�1T 0 / v \ � Q��Q F OF CA\YF FOR PERMITTING NING & ZONING COMPLIANCE CITYOFLA GFFICIAL QUINTA DATE ICITYNOFGLMANAGER A QUINTA DATE I CITY OF LA QUINTA GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE—ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON —LOT CONSTRUCTION USE ONLY. ALL OFF —LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL 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 THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY—FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY—FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. NOTE TO CONTRACTOR: SITE CONDITIONS CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR: EXISTING SURVEY MONUMENTS THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY c DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. NOTE TO CONTRACTOR: DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. NUISANCE WATER DISCLAIMER NOTE: EXCESSIVE OVER —IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER —WATERING BY FUTURE RESIDENTS. N0. REVISIONS S 10 N S APPROVED DATE MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com BENCH MARK INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. 43880 DESIGNED BY APPROVED BY CITY OF LA QUINTA BRYAN MCKINNEY DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/26 CITY OF LA QUINTA, CALIFORNIA SHEET 1 OF 2 SHEETS LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS ) DRAsmsWN BY SMS TRACT NO. 38083 - GRIFFIN RANCH MODEL HOME PRECISE GRADING PLAN COVER SHEET PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. JULIAN 3 DE LA TORRE R.C.E. 43880 EXPIRES 6/30/27 DATE CHECKED BY JAB FOR PERMITTING ING & ZONING COMPLIANCE \ S N M i\ \ -- - �- SLE " WWAY --A y, co N N TOG 482.30 CO 1 TOG 482 60 \ a 2 TOG 482 20 INV 480 64 6 `\ I N!C 4BQ.7 _ o� \� �J -90.67 i Q 7 83.33- 1 0 3.51 % j FS 484.40 3 FS 483.64 i -0 N 1 1.1 1 %-> 483.98 L=41 482.16 I FS I 5 S-=3i o I FS FS 484.22 1 I TW 490.0 o4.06% + 06% 1.00% 2 0: � TF 483.3 o Cc 007 0 1 OPTIONAL I 48 g TW 49 0 1 o 8 I FF 484.97 i ;FS F 4 84 84 2.42% 2.42% FS 484.64 �II 484.51 484.33 �� 9 483.7 y FS I FL -HP 1 FS 484.64 J FS 484.59 T TOG 483.80 N TOG 483.80 4 INV 482.80 5 484.49 INV 482.56 4 I, TOG 483.40 4 L=24' FS 4 TOG 483.40 T INV 481jc�.24 S=1% FF 484.97 INV 481.08 I.0 FS 484.64 TI o Ln i L=126' LOT 11 r 00 I 5 S=1% PLAN 1AN 1 v I : � FF 484.97 �I L=115' D CL i Y PE 484.0 S=1 % 5 I 483.7 FF 484.97 10"I w FL -HP FS 484.64 483.7 1 N J w j 4.32 FL -HP I M I 00 omw I Lo;04 I J 3 0 484.36 I I L I I J I � - ------ FS yI 483.7 1 FL -HP r":I TOG 483.40 4 INV 481.90 (4 )TOG 483.40 �I INV 481.90 I I 8 :I I OPTIONAL CABANA FF 484.97 PE 484.0 TW 490.67 TF 483.33 484.0 FG EX. BLOCK 484.0 483.5 FG TW 491.33 - - _ - - - _ _ WALL FG TF 484.67 -- --I-----------1- --------- TW 491.33 - TW 4 .1 TW FG 4 5.6 N S ���`- 1.4 �G i8 \ L TW 491.3 FG 485.6 APN 760-120-042 10' R/W 29' R/W 10' PUE PUE 3 0 3 14.5 14.5 0.0 FF 13.5 13.5 FINISHED 2' EX. AC 2' VAA VAA VAA VAA VA VA VA �A �/ VA' VA VA VA VA V GRADE 2 PAVEMENT/ ENT/ %Q QsLEVEL F� F� //�/\/�/�// A/A/A/A� A�%/ w LINE o / %,/��/ice// / / 3. �, PAVERS 4: 1 t�.1 7/V7/V7/V7/V7/V7/V7/V7/V7 GARAGE STOOP PATIO NOTE: CONTRACTOR TO VERIFY LOCATION OF EX. 1'X1' COLORED EX. BASE CONCRETE LANDINGS ANY EXISTING UTILITIES IN P.U.E. PRIOR CONCRETE EDGE (TYP.) NTS TO GRADING. ANY UTILITIES FOUND MUST PROTECT IN PLACE BE CONSIDERED ACTIVE AND MUST BE PROTECTED IN PLACE UNLESS OTHERWISE TYPICAL STREET SECTION HARDSCAPE AREAS: 12"0 ROUND DIRECTED BY THE APPROPRIATE AGENCY METAL GRATE PER LANDSCAPE OR ENGINEER. (EXISTING PRIVATE STREET) ARCHITECT'S PLANS. TOG SEE PLAN 6" LANDSCAPE AREAS: NDS NO. 14 ROUND GRATE OR APPROVED EQUAL. 0.5�N� 0.51 i' FG=PE FG=PE HP=PE-0.3' MIN. 0.57. IN. REDUCER IF REQUIRED ��A VA�� PIPE RISER w z_ z �m PLASTIC ELBOW g o OR PLASTIC TEE Q N cn BUILDING ENVELOPE II I u II I u x II 10, TYP. 10, TYP. INV SEE PLAN)SETBACK SETBACK FF=PE+0.67' LANDSCAPE AREA DRAIN DETAIL PE=(SEE PLAN) NTS 4 N 0 0 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC = TOG 1� 4" OR 6" PVC S D R INV 35 (1 % MIN) \ SEE PLAN / ��� �REMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASIN), NTS GARDEN WALL 6"x8' xl 6"PRECISION TW BLOCK (SEE PLAN) z FF (486.10) PE (485 <7_ FL (SEE PRECISE FL GRADING PLAN) FL Z EP SEE PRECISE FL Z EP GRADING PLAN) FL=EP-1 ' FL=EP-1 ' EX. PROP. EP 15'-20' MIN. EX. PROP. EP (HIGH SIDE SETBACK (LOW SIDE EX./PROP. R/W EX./PROP. EX./PROP. CONC. DRAINAGE SWALE EDGE BAND TYPICAL LOT DRAINAGE NTS P/L TW SEE PLAN SIDEYARD WALL: 8"x8"x16" PRECISION I° BLOCK GARDEN WALL 3' MIN 2' 12' 3' MIN c� ,1 D m 0 W J m X w PAD ELEV FINISHED (HIGH SIDE) FLOOR PAD ELEV I ` FINISHED (LOW SIDE) TDIyo 21CM FLOP R VA \ 3•� 2q� -TO, \ 2, TO ���'5* VA I �� 0. 3' V//V//V' \ 209' MIN \ V� RETAINING WALL '� ` VA ` REQUIRED IF VA�AA�AA�AA�' 0.3' I �// MORE THAN 12" MIN TF SEE PLAN TF (SEE PLAN) SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) NTS OMIT ONE HALF BLOCK AT SWALE Z FL DIRT LINE AT WALL FLWLINE IN INCREMENTS AS NEOCESSARY TO PROVIDE EMERGENCY (SEE PLAN) WALL FOOTING N OUTLET FOR YARD DRAINAGE. 6" \ MIN. OPENING WITH 2" MIN. COVER OVER TOP OF FOOTING \ WALL OPENING DETAIL (WALL PER SEPARATE PERMIT) 9 NTS CONSTRUCTION NOTES w ` O CONSTRUCT DECORATIVE PAVERS DRIVEWAY. SEE DETAIL "A" ON •V r SHEET NO. 2 O R O2 CONSTRUCT DECORATIVE PAVERS WALKWAY 0' 20' 40' 60' 80, O3 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK O4 INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 2 SCALE 1 "=20' FINISHED `GRADE INTERLOCKING PAVERS 4' BAJ UILDING INF GLOFFICIAL DATE ICITYPLANNING LAN I GCITLMANAGER A QUINTA DATE I / o CTtTL / o 04 I - - INV \ FS=TC+0.5' FS=TC+0.5', SEE PLAN \ _ SEE PLAN _ SEE PLAN TKIC FS=TC SEE PLAN SEE PLAN ° SLOPE TRANSITION B TO PIPE INVERT 2:1 MAX EXTEND STEEL TUBE 4' PAST DRIVEWAY EDGE DETAIL "A" SCALE 1 "=5' INSTALL 2 EACH, Y2" THICK 12"X12" STRUCTURAL STEEL TUBE WITH CORROSION RESISTANT COATING INSIDE AND 5' OUT. (CONTRACTOR TO SUBMIT SPECIFICATION TO ENGINEER OF RECORD FOR REVIEW) INTERLOCKING PAVERS 1 % FS=TC+0.5' TO 10% SEE PLAN 107. '�AAyAAyAAVA�, iVAiVAAiV�AiVAAiV�A%V�A%V�iV� 4-4 4 o o � // SUBGRADETO� D.- - OD BE COMPACTED U! TO 97% TO A a DEPTH OF 24" 4' 2' 4' 10' SECTION B-B SCALE 1 "=2' 4' WIDTH VARIES (SEE PLAN) SLOPE TRANSITION -�, TO PIPE INVERT 2:1 MAX 5-Iamuff_v INSTALL 2 EACH, Y2" THICK 12"X12" STRUCTURAL STEEL TUBE WITH CORROSION RESISTANT COATING INSIDE AND OUT. (CONTRACTOR TO SUBMIT SPECIFICATION TO ENGINEER OF RECORD FOR REVIEW) 4' \ ;'I C'I PROPOSED \ �L ��LL DRAINAGE \ CHANNEL w 0 � a INV / SEE PLAN 1' CONCRETE EDGE BAND SLOPE TRANSITION TO PIPE INVERT 2:1 MAX EXTEND STEEL TUBE 4' PAST DRIVEWAY EDGE 4' INTERLOCKING PAVERS EDGE OF DRIVEWAY EDGE OF DRIVEWAY OR WALKWAY OR WALKWAY Li --77-7-7-- 1 1 1 11 11 2�r/ EXTEND STEEL TUBE 4' PAST DRIVEWAY EDGE INSTALL 2 EACH, Y2" THICK 12"X12" STRUCTURAL STEEL TUBE WITH CORROSION RESISTANT COATING INSIDE AND OUT. (CONTRACTOR TO SUBMIT SPECIFICATION TO ENGINEER OF RECORD FOR REVIEW) SECTION C-C SCALE 1 "=4' SUBGRADE TO BE COMPACTED TO 97% TO A DEPTH OF 24" 1' CONCRETE EDGE BAND SLOPE TRANSITION TO PIPE INVERT 2:1 MAX EXTEND STEEL TUBE 4' PAST DRIVEWAY EDGE O5 INSTALL 4" PVC (SDR-35) PIPE AT 1 % MIN SLOPE O6 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 2 O7 CONSTRUCT DRIVEWAY CULVERT PER DETAIL ON SHEET NO. 2 Q\0ESS/OCONSTRUCT N GARDENRATE PERMIT) STRUCTURAL O q p. DE Cq A\Co ��/ � Dig�Alert CALCULATIONS' AND D SIGNLBY OTHERS O9 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET N0. 2 ��Q�O�P� 1 9 v z � m w C43880 rn Exp. 6-30-27 DIAL TOLL FREE 811 V © Copyright 2025 MSA Consulting, Inc. Q� F AT LEAST TWO DAYS pF CAL\FO BEFORE YOU DIG All Rights Reserved N0. REVISIONS S I 0 N S APPROVED DATE BENCH INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET MSA CONSULTING, INC. MARK 43880 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND DRAsmsWN BY TRACT NO. 38083 - GRIFFIN RANCH > PLANNING > CIVIL ENGINEERING > LAND SURVEYING m MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN A. DE LA TORRE DATE SMS MODEL HOME PRECISE GRADING PLAN OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com POSITIVE ELEVATIONS). R.C.E. R.C.E. 43880 EXPIRES 6/30/27 CHECKED BY BRYAN MCKINNEY DATE CITY ENGINEER PRECISE GRADING AND DETAILS ^ L JAB R.C.E. 49418 EXPIRES 09/30/26 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS `Toll Brothers AMERICA'S LUXURY HOME BUILDER' Date: 10/02/2025 Subject: Revision to MUP2025-0005 1—The current minor use permit for the Griffin Ranch community has been revised to include our model home as part of the current permit. See attached precise grading plan showing location of model. Lea Moguet Assistant Project Manager Toll Brothers, Southern California 350 Commerce Suite 200, Irvine, CA 92602 Signed by: I'VWU 5858898339284A5... New York Stock Exchange I Symbol TOL Corporate Office: 1140 Virginia Drive, Fort Washington, PA 19034 1 (215) 938-8000 1 Toll Brothers.com