MUP 2021-0014 Stone Creek Ranch Model Home Site with Sales Office & Trellis (09.01.21)
September 1, 2021
Michael Steffen
Toll Bros Inc.
725 W Town and Country Road, Suite 200
Orange, CA 92868
SUBJECT: MINOR USE PERMIT 2021-0014 STONE CREEK RANCH - MODEL
SITE WITH SALES OFFICE AND TRELLIS
Dear Ms. Steffen:
The City of La Quinta Design and Development Department has reviewed and
approved Minor Use Permit 2021-0014, for a model home site and temporary sales
trailer on Lots 34, 35, 36, and 37 within the Stone Creek Ranch Development,
subject to the information on file and attached and the following conditions of
approval:
Planning
1. The model home site and temporary sales trailer 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 this Department. The Design and
Development Director may extend the permit for up to one year, upon written
request from the property owner. No fee will be charged to extend this permit.
2. The following advertising devices or activities are expressly prohibited within
or outside the project: banners, balloons, portable trailer signs, or human
indicators/sign twirlers. Permitted signage can be found in LQMC Section
9.60.240.
3. ADA accessible route(s) from the sales office to and throughout the model
complex area shall be provided and maintained as may be required by the
Public Works Department and the Building Division.
Fire
4. Construction Permits Fire Department Review: Submittal of construction plans
to the Office of the Fire Marshal for development, construction, installation
and operational use permitting will be required. Final fire and life safety
conditions will be addressed when the Office of the Fire Marshal reviews these
plans. These conditions will be based on occupancy, use, California Building
Code (CBC), California Fire Code, and related codes, which are in effect at the
time of building plan submittal.
5. Addressing: All commercial buildings shall display street numbers in a
prominent location on the address side and additional locations as required.
Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard
#07-01
6. Install portable fire extinguishers per Title 19, but not less than 2A10BC in
rating. Contact a certified extinguisher company for proper placement and
spacing of equipment.
Building
7. Applicant shall apply separately to building division for installation of
commercial modular structure. Site Accessibility is being reviewed on Precise
Grading Plan PG2021-0027.
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) 777-7086.
Sincerely,
Sijifredo Fernandez
Associate Planner
Temporary Sales Trailer – Stone Creek Ranch
Statement of Operations: The statement of operations describing various operational aspects of the proposed
use shall be submitted with the application and include the following:
o description of proposed use: temporary sales office
o hours of operation: 10am-6pm
o number of employees: 1-2
o list of local/state/federal licenses/permits required: n/a
o types of equipment and processes used: computer screens
o list of any hazardous materials used/stored/produced: none
o any other special characteristics specific to the proposed use: temporary sales office
STONE CREEK WAYSTONE CREEK TRAIL WESTSTONE CREEK TRAIL WEST STONE CREEK COURTAVENUE 58OLD RANCH TRAIL SOUTHCORAL MOUNTAIN COURT12345 678101112131415161718192021222324252627282930313233343738404243444546474849505152535455565758596061626364686970717273747576915'
20'20'5'5'80'60'50.5'
80'
80'
89.8'
58.5'
53'6566673941N.A.P.EX. RESIDENCEEX. RESIDENCEEX. RESIDENCEEX. RESIDENCEEX. RESIDENCESTONE CREEK TRAIL EASTPALO VERDE PLACEOLD RANCH TRAIL NORTHSEE SHEET2 OF 3353615'
20'20'5'5' MIN. SIDE YARDSETBACK(SEE DETAIL NOTE 2)5'EX. P/LEX. P/LEX. P/L20' MIN. REAR YARD SETBACK(SEE DETAIL NOTE 2 AND 3)5' MIN. SIDE YARDSETBACK(SEE DETAIL NOTE 2)EX. R/W15' MIN. FRONT YARD SETBACKTO SIDE-LOADED GARAGE(SEE DETAIL NOTE 2)20' MIN. REAR YARD SETBACK(SEE DETAIL NOTE 2)MUP SALES TRAILER SITE PLANDATA TABLEASSESSOR'S PARCEL NUMBERS:EXHIBIT DATE: JULY 13, 2021EXISTING GROSS AND NET AREA29.29 AC.EXISTING ZONING:PROPOSED ZONING:EXISTING GENERAL PLAN LAND USE:PROPOSED GENERAL PLAN LAND USE:LOW DENSITY RESIDENTIAL LOW DENSITY RESIDENTIAL LOW DENSITY RESIDENTIAL UP TO 4 DU/ACLAND USE DESCRIPTION:AREA (AC.)EXHIBIT PREPARER:ADDRESS:MSA CONSULTING, INC.34200 BOB HOPE DRIVERANCHO MIRAGE, CALIFORNIA 92270CONTACT:PAUL SEPULVEDATELEPHONE:(760) 320-9811REVISIONSNO.DATELOW DENSITY RESIDENTIAL UP TO 4 DU/ACIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIALEGAL DESCRIPTION:DESCRIPTIONTRACT MAP NO. 30834, BEING A PORTION OF THE SOUTHWEST 1/4, OF SECTION 21,TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN.APPLICANT /ADDRESS:CONTACT:8767 EAST VIA DE VENTURA - SUITE 390SCOTTSDALE, ARIZONA 85258ALLEN JANISCHTOLL BROTHERS, INC.TELEPHONE:(760) 770-0707 PROPOSED TEMPORARY SALES TRAILER0.03 AC.LAND OWNER:FOR APPROVED TRACT MAP NO. 30834STONE CREEK RANCHPROJECT NAME:EXISTING LAND USE:PROPOSED LAND USE:VACANT / SINGLE FAMILY RESIDENTIALSINGLE FAMILY RESIDENTIAL1,275,956 SFAREA (SF)1,440 SFINDEX SHEETMSA CONSULTING, INC.> PLANNING > CIVIL ENGINEERING > LAND SURVEYING34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comSHEETSHEETS3OF1762-430-001 THRU 019, -022, -024 THRU -044, 762-440-001 THRU -016 AND -021 THRU -029Typical Building SetbacksSCALE: 1" = 50'DETAIL NOTES:1.EXCEPT WHERE NOTED, ALL BUILDINGS ARE SITED TO CONFORM WITH THEMINIMUM SETBACKS SHOWN.2.ARCHITECTURAL PROJECTIONS MAY ENCROACH UP TO TWO FEET INTO ALLYARD SETBACKS.3.PATIOS UNDER 12' HIGH MAY ENCROACH INTO THE REAR YARD SETBACK.Index MapN.T.S.SHEET 2Legend:Lot Number30Lot Area12,845 SFPlan Type / ElevationLARREAProposed A/C UnitExisting Sewer LineExisting Sewer Line LateralExisting Water LineExisting Water MeterExisting Dry UtilitiesExisting Storm DrainExisting IrrigationExisting GasExisting Right-Of-WayExisting Lot LineBuilding SetbacksExisting Public Utility EasementExisting Project Boundary(TUSCAN)N.T.S.VICINITY MAP58TH AVENUEPROJECTLOCATIONAIRPORT BLVD.60TH AVENUEMONROE STREET
MADISON STREET
JACKSON STREET 54TH AVENUE52ND AVENUEJEFFERSON
STREET
INDEX SHEETPLAN SET SHEETSSITE PLANFLOOR PLAN (TEMPORARY SALES TRAILER)SHEET 1SHEET 2SHEET 3SHEET NO.R:\2163\ACAD\Planning\MUP\2163 MUP Sales Trailer Site Plan.dwg, 8/17/2021 12:49:43 PM, ssmith, MSA Consulting, Inc.
3536OLD RANCH TRAIL SOUTH10,003 SFLARREA (SANTA BARBARA)(MODEL)3410,020 SFJUBILEE (TUSCAN)3710,859 SFLARREA (TUSCAN)Prop. ADAParking Sign PerDetail This SheetProp. Sales Trailer EntryEx. Parking Stall Wheel StopEx. Edge of PavementProp. DecorativePaved Sales EntryEx. Parking Stall StripingEx. Telephone (Typ.)Ex. Sewer (Typ.)Ex. C/L (Typ.)Ex. Water (Typ.)Ex. Curb & Gutter(Typ.)Ex. R/W (Typ.)Ex. Gas (Typ.)Prop. ADA Path of Travel60'13.5'11.5'24'8'
9'
TYP.
14'18'TYP.26'18'9.2'2'10.2'24'5'4'4'4'4'4'
4'
9'TYP.10'7'Prop. ADA Pathof TravelProp. ADA Path of Travel11.5'8.5'13.5'8.5'Prop. Building Setback (Typ.)Prop. Building Setback (Typ.)Prop. Overhead Structure at SalesTrailer Entry (See sheet 3 for Detail)Ex. Electric (Typ.)Future Wall (Typ.)Future Wall (Typ.)(Ex. Asphalt)Prop. ConcretePath (Typ.)Prop. ConcretePath (Typ.)Prop. ConcretePath (Typ.)Prop. Temporary Sales Trailer24' x 60'1,440 SF(See sheet 3 for Floor Plan)Accessible ParkingStriping Per DetailThis SheetAccess RouteStriping Per DetailThis SheetProp. Truncated DomesPer Detail This Sheet3'MUP SALES TRAILER SITE PLANEXHIBIT DATE: JULY 13, 2021REVISIONSNO.DATEIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIADESCRIPTIONFOR APPROVED TRACT MAP NO. 30834STONE CREEK RANCHPROJECT NAME:SITE PLAN SHEET 2MSA CONSULTING, INC.> PLANNING > CIVIL ENGINEERING > LAND SURVEYING34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comSHEETSHEETS3OF2Index MapN.T.S.SHEET 2Legend:Lot Number30Lot Area12,845 SFPlan Type / ElevationLARREAProposed A/C UnitExisting Sewer LineExisting Sewer Line LateralExisting Water LineExisting Water MeterExisting Dry UtilitiesExisting Storm DrainExisting IrrigationExisting GasExisting Right-Of-WayExisting Lot LineBuilding SetbacksExisting Public Utility EasementExisting Project Boundary(TUSCAN)ACCESSIBLE PARKING STRIPING DETAILACCESSIBLE PARKING SIGN DETAILTRUNCATED DOMES DETAILACCESS ROUTE STRPING DETAILR:\2163\ACAD\Planning\MUP\2163 MUP Sales Trailer Site Plan.dwg, 8/17/2021 12:48:24 PM, ssmith, MSA Consulting, Inc.
2'10'2'10'20"
18"7'20"
12" O.C.
TYP.
6"6"C/LC/LC/LC/LC/L7231124910' - 6"
10' CLR.C/LC/LC/L1121' - 8"1' - 8"5495108C/LC/L743298MUP SALES TRAILER SITE PLANEXHIBIT DATE: JULY 13, 2021REVISIONSNO.DATEIN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIADESCRIPTIONFOR APPROVED TRACT MAP NO. 30834STONE CREEK RANCHPROJECT NAME:FLOOR PLAN SHEET 3MSA CONSULTING, INC.> PLANNING > CIVIL ENGINEERING > LAND SURVEYING34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comSHEETSHEETS3OF3Overhead Structure Legend:1.7" STEEL CHANNEL PERIMETER FRAME2.2"x6" STEEL BEAMS3.2"x6" WOOD LATTICE, 12" O.C.4.2"x6" STEEL COLUMN, (2) TUBES AT EACH COLUMN LOCATION5.2"x6" STEEL SPACER6.STEEL BASE PLATE7.BUILDING EDGE8.FINISH GRADE9.ADJACENT PAVING / FINISH SURFACE10.REINFORCED CONCRETE FOOTING-REFER TO STRUCTURAL PLANSSALES TRAILER FLOOR PLANSCALE: 1" = 5'OVERHEAD STRUCTURE AT SALES TRAILER ENTRY (PLAN VIEW)SCALE: 1" = 2'SECTION / ELEVATION VIEW (FRONT)SCALE: 1" = 2'ELEVATION VIEW (SIDE)SCALE: 1" = 2'R:\2163\ACAD\Planning\MUP\2163 MUP Sales Trailer Site Plan.dwg, 8/17/2021 12:50:01 PM, ssmith, MSA Consulting, Inc.
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AVENUE 58 CORAL MOUNTAIN COURTSTONE CREEKWAYOLD RANCH TRAIL
PALO VERDE
PLACE
STONE
CREEK
S T O N E C REEK
T
R
AIL
E
A
S
T
OLD RANCH T R A I L N O R TH
S O U T HSTONECREEK
TRA
IL
W
E
S
T
ST
O
N
E
C
R
E
E
K
TRAIL WESTCOURT
1
PREPARED FOR:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
A PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 21,
TOWNSHIP 6 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN
TOLL BROTHERS
8767 EAST VIA DE VENTURA - SUITE 390
SCOTTSDALE, ARIZONA 85258
(760) 770-0707
{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.}
{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: QUANTITY ESTIMATE}
{MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT
ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN 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 CONSTRUCTION.}
TOTAL CUT (RAW):
TOTAL FILL (RAW):
FOR PERMIT PURPOSES ONLY
%%UEARTHWORK ESTIMATE
675 C.Y.
675 C.Y.
%%ULEGEND
INDICATES EXISTING RIGHT-OF-WAY
INDICATES RIGHT-OF-WAY
INDICATES CENTERLINE
INDICATES EXISTING UTILITY LINE
INDICATES EXISTING GUTTER FLOWLINE
U
W: WATER MAIN, S: SEWER MAIN,
T: TELEPHONE, E: ELECTRICAL, C: CABLE,
G: GAS, OH/E: OVERHEAD ELECTRICAL
INDICATES CONSTRUCT GRADED SWALE
SD: STORM DRAIN
INDICATES EXISTING CURB AND GUTTER
INDICATES EXISTING WALL
INDICATES EXISTING FENCE
INDICATES EXISTING TOP OF SLOPE
INDICATES EXISTING TOE OF SLOPE
INDICATES PROPOSED GARDEN BLOCK WALL
INDICATES CONSTRUCT PCC CONCRETE
EAST
NORTH
SOUTH
WEST
BEGINNING OF CURVE
CURVE
CENTERLINE
EACH
END OF CURVE
ELEVATION
EASEMENT
EXISTING
INVERT
LINEAL FEET
NOT TO SCALE
PROPERTY LINE
POINT OF COMPOUND CURVE
PROPOSED
RIGHT OF WAY
REDUCER
SIDEWALK
TYPICAL
(E)
(N)
(S)
(W)
BC
C#
C/L
EA.
EC
ELEV
ESMT.
EX
L.F.
N.T.S.
P/L
PCC
PROP.
R/W
RED.
S/W
TYP.
%%UABBREVIATIONS
PRC POINT OF REVERSE CURVE
PUE PUBLIC UTILITY EASEMENT
DWG.DRAWING
DEPTHD
ASPHALT CONCRETEAC
MAXIMUMMAX.
MINIMUMMIN.
HZ HORIZONTAL
VERTICALVERT
CURB AND GUTTERC&G
L#LINE
BEGIN CURB RETURNBCR
BOC BACK OF CURB
C.B.CATCH BASIN
DB DRAIN BOX
DRIVEWAYDWY
END CURB RETURNECR
EP EDGE OF PAVEMENT
FF FINISHED FLOOR
FINISHED GRADEFG
FL FLOWLINE
FINISHED SURFACEFS
GB GRADE BREAK
HANDICAPHC
HIGH POINTHP
LP LOW POINT
MOC MID-POINT OF CURVE
NATURAL GROUNDNG
PE PAD ELEVATION
POINT OF INTERSECTION/GUTTER FLPIG
POC POINT ON CURVE
PAVEMENTPVMT
S.F.SQUARE FEET
TOP OF BERMTB
TC TOP OF CURB
TOP OF FOOTINGTF
TOG TOP OF GRATE
TOP OF PAVEMENTTP
TRW TOP OF RETAINING WALL
TOP OF WALLTW
WIDTHW
CUBIC YARDSC.Y.
BSL BUILDING SETBACK LINE
GF GARAGE FLOOR
THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING.
%%UINDEX MAP
LOTS 1-8, 40, 72, AND 73
INDEX OF SHEETS
2
1
SHEET
COVER SHEET AND DETAILS
DESCRIPTION
0'400'
SCALE 1"=200'
200'600'800'
INDICATES CONSTRUCT EXTENDED FOOTING
INDICATES PROPOSED RETAINING WALL
P/L
\A1;3' MIN\A1;2'\A1;3' MIN\A1;2'EX. BLDGEX. BLDGFINISHED
FLOOR
FINISHED
FLOOR
\A1;6' MIN.\A1;8" MINTW (SEE PLAN)
TF (SEE PLAN)
0.5'
MIN
0.5'
MIN
1%TO 3:1
1%TO 3:1
2% TO 20%
2% TO 20%
PAD ELEV
(LOW SIDE)
PAD ELEV
(HIGH SIDE)
%%uTYPICAL GARDEN WALL SIDE YARD DETAIL
(PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL)
NTS
3
{NOTE REGARDING WALL ELEVATIONS:
}GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN
RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT.
TOP OF FOOTINGS ARE SET TO HAVE AT LEAST 6" OF COVER. THE TOP
OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON THESE
PLANS ARE NOT NECESSARILY IN BRICK INCREMENTS AND MAY HAVE TO
BE ADJUSTED IN THE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK.
STRUCTURAL CALCULATIONS PROVIDED BY OTHERS.
%%UPATIO
NTS
%%UCONCRETE LANDINGS
%%UGARAGE STOOP
FS
2% MIN.0.2' MIN.0.33' MAX.FF
2% MIN.\A1;0.2'22
RETAINING WALL
REQUIRED IF
MORE THAN 12"{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.}
{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 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.}
{FEMA:
}THIS PROJECT IS COVERED BY FIRM PANEL NUMBER XXXX EFFECTIVE AUGUST 28, 2008. THESE MAPS INDICATE THAT THE PROJECT
AREA IS DESIGNATED AS ZONE X SHADED, INDICATING AREAS 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY
LEVEES FROM 1% ANNUAL CHANCE FLOOD
{NOTE REGARDING GRADES:
}UNLESS OTHERWISE STATED:
FINISHED GRADE AROUND BUILDINGS = PE
”
””
“”
USA
SEWER
%%uUTILITIES
CABLE T.V.
TELEPHONE
GAS
UNDERGROUND SERVICE ALERT
COACHELLA VALLEY WATER DISTRICT
COACHELLA VALLEY WATER DISTRICT
VERIZON
THE GAS COMPANY
TIME WARNER
(800) 227-2600
(760) 398-2651
(760) 398-2651
(800) 427-2200
(800) 483-5000
(760) 340-1312
ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756
COVER SHEET
NTS
\A1;D
PE (PER GRADING PLAN)
2% MIN 20% MAX.
C/L OF
SWALE
FF (PER GRADING PLAN)DEPTH OF STD. FOOTING(SEE ARCHITECT PLANSFOR STRUCTURAL DESIGNOF FOOTING)2% MIN 20% MAX.
L=3' MIN FL (PER GRADING PLAN)
%%UEXTENDED FOOTING DETAIL\A1;8"FG=FL ELEV + 0.6'
MIN (BASED ON L=3')
9
C/L \A1;10'R/W PUE
CURB BACKTC (SEE PLAN)
2%TP (SEE PLAN)3:1 MAX
%%UTYPICAL STREET SECTION
(EXISTING PRIVATE STREETS)
EX. WEDGE
CURB
EX. AC
PAVEMENT
EX. COMPACTED SUBGRADE
NTS
\A1;10'R/WPUE
CURB BACKTC (SEE PLAN)
3:1 MAX EX. WEDGE
CURB 2%
\A1;18'\A1;18'
NTS
NDS 4" SQUARE OR ROUND DRAIN OR APPROVED EQUAL.\A1;4"
1% MIN.1% MIN.
PIPE RISER
0.8' MIN.VARIABLE%%ULANDSCAPE AREA DRAIN DETAIL
NTS
%%UBUBBLER BOX DETAIL
TOG (SEE PLAN)
PLASTIC ELBOW 4" X 90%%D PVC BEND OR 4" TEE
INV (SEE PLAN)
7
8
9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE
1% MIN
TC = TOG
4" PVC SDR 35 (1% MIN)(SEE PLAN)
TC (SEE PLAN)
GEOTEXTILE FABRIC\A1;12"\A1;12"
3/8" TO 3/4" WASHED ROCK
12"X12"X12" THICK
REMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING
LOTS 29-35, 64, AND 68-713
SHEET 2 SHEET 3
NTS
%%u TYPICAL SIDE YARD %%u
BLOCK WALL
(6" BLOCKS)
WALL FOOTINGTW ELEVPER PLANSIDE YARD
PER PLANTF ELEVWALL OPENING DETAIL
2
5
OMIT ONE HALF BLOCK INCREMENTS AS NECESSARY TO PROVIDE OUTLET FOR YARD DRAINAGE. 6" MIN. OPENING WITH 2" MIN. COVER OVER TOP OF FOOTING FL
(SEE PLAN)\A1;2" MIN.\A1;6" MIN.{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.}
PAD ELEV
(SEE PLAN)P/L\A1;6'\A1;6" MIN2:1 MAX\A1;2'BENCH
\A1;VARIES
%%uTYPICAL GARDEN WALL REAR YARD DETAIL
(WALL BY SEPARATE PERMIT)
3\A1;VARIES
PROP. BLDGFINISHED
FLOOR
\A1;2' MIN.
0.3'
MIN
2% TO 20%
PAD ELEV
1%TO 2:1\A1;8"NTS
{NOTE: COMMUNITY DEVELOPMENT COMPLIANCE
1. PER COA 64 OF SDP 2013-930, NO 2 STORY PLAN MAY BE CONSTRUCTED USING THE CONTEMPORARY ELEVATION.
2. LOTS 4-8 ARE LIMITED TO ONE STORY PLANS (COA 61; SDP 2013-930).
3. LOTS 33-35, 69 AND 70 ARE LIMITED TO TUSCAN OR SANTA BARBARA ELEVATIONS (COA 63; SDP 2013-930).
4. LOT 40 IS LIMITED TO THE TUSCAN OR SANTA BARBARA ELEVATION, AS A 1 STORY PLAN (COA 61 AND 63; SDP 2013-930).
5. LOTS 64 AND 68 ARE LIMITED TO THE TUSCAN ELEVATION AT 1 STORY, AND SHALL BE CONSTRUCTED WITH ADDITIONAL EXTERIOR
STONE, PAVER DRIVEWAYS AND WALKWAYS, CONCRETE S-TILE WITH 20% BOOST AT FIELD EAVES, AND WOOD GARAGE DOORS (COA
61 AND 62; SDP 2013-930).
6. SALE/TRANSFER OF LOTS 4-9 REQUIRES DISCLOSURE THAT THOSE LOTS ARE ADJACENT TO AN ON-GOING GOLF COURSE
MAINTENANCE OPERATION FOR THE PGA WEST DEVELOPMENT (COA 67; SDP 2013-930).}
DATE
CITY OF LA QUINTA
PLANNING MANAGER
CHERI FLORES
PLANNING & ZONING COMPLIANCE
DATENO.REVISIONS APPROVED
R.C.E. 49418 EXPIRES 09/30/22
CITY ENGINEER
BRYAN MCKINNEY DATE
APPROVED BY CITY OF LA QUINTA SHEET
SHEETS
3
OFPRECISE GRADING PLAN
TRACT NO. 30834 - STONE CREEK RANCH
PORTION OF SE 1/4 OF SW 1/4 OF SEC. 21, T 6S, R 7W, S.B.B.M.
CITY OF LA QUINTA, CALIFORNIASMS
SMS
JAB
CHECKED BY
DRAWN BY
DESIGNED BY
DATE
43880R.C.E. NO.PREPARED UNDER THE DIRECT SUPERVISION OF
SIGNATUREC-NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM AERIAL SURVEY
T.B.M. NO. 1MARK
LOCATION
BENCH ELEV.472.91
APPROVED FOR PERMITTING
BUILDING OFFICIAL
CITY OF LA QUINTA
DATE
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
AT LEAST TWO DAYS
BEFORE YOU DIG
1-800-227-2600
DIAL TOLL FREE
Dig Safely
DIG ALERT
T.M.
C43880
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Exp. 6-30-23
R.C.E. 43880 EXPIRES 6/30/21
JULIAN A. DE LA TORRE
Copyright 2021
All Rights Reserved
MSA Consulting, Inc.c
AJ ORTEGA
MSA CONSULTING ,INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
CITY OF
N.T.S.
VICINITY MAP
58TH AVENUE
PROJECT
LOCATION
AIRPORT BLVD.
60TH AVENUE MONROESTREETMADISON STREETJACKSONSTREETCITY OF INDIO
54TH AVENUE
52ND AVENUE
JEFFERSONSTREETCOUNTY OF
RIVERSIDE
%%UCONSTRUCTION NOTES%%U
(FOR PERMIT PURPOSES ONLY)
%%UQUANTITY ESTIMATE
3 CONSTRUCT GARDEN BLOCK WALL PER SEPARATE PERMIT (SEE LANDSCAPE PLAN FOR BLOCK COLOR AND TYPE)1,326 LF
1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 5,643 SF2CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 3,595 SF
5 PROVIDE OUTLET FOR YARD DRAINAGE PER DETAIL ON SHEET NO. 1
17 EA6 INSTALL 4" SDR 35 PVC DRAIN PIPE AND FITTINGS AS NEEDED
460 LFINSTALL 4" AREA DRAIN PER DETAIL ON SHEET NO. 1
7 EA8 INSTALL 9" BUBBLER BOX PER DETAIL ON SHEET NO. 1
7 EA10 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 1,400 SF
4 CONSTRUCT COMBINATION GARDEN / RETAINING BLOCK WALL PER SEPARATE PERMIT (SEE LANDSCAPE PLAN FOR BLOCK COLOR AND TYPE)95 LF
11 \pxsm0.9,qj;PROVIDE ACCESSIBLE PARKING SYMBOL, STRIPING AND SIGNS PER C.B.C. (2019 EDITION) AND DETAIL ON SHEET NO. 2
N/A12 \pxsm0.9,qj;INSTALL ADA PARKING SIGN PER DETAIL ON SHEET NO. 2
1 EA13 \pxsm0.9,qj;CONSTRUCT 4" THICK DECORATIVE DRIVEWAY (SEE LANDSCAPE PLAN FOR COLOR, FINISH, TYPE AND SPECIFICATIONS)364 SF14\pxsm0.9,qj;CONSTRUCT 4" THICK DECORATIVE WALKWAY (SEE LANDSCAPE PLAN FOR COLOR, FINISH, TYPE AND SPECIFICATIONS)1,662 SF
9 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 1 25 LF
R:\2163\ACAD\Grading recise hase 1\2163 P1 PRECISE GRADING 01.dwg, 7/19/2021 1:04:56 PM, ssmith, MSA Consulting, Inc.
MSA CONSULTING, INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
R:\2163\ACAD\Grading\Precise\Phase 1\2163 P1 PRECISE GRADING 02.dwg, 7/19/2021 1:00:47 PM, ssmith, MSA Consulting, Inc.
MSA CONSULTING, INC.
> PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msaconsultinginc.com
R:\2163\ACAD\Grading\Precise\Phase 1\2163 P1 PRECISE GRADING 03.dwg, 7/19/2021 12:59:26 PM, ssmith, MSA Consulting, Inc.