MA 2020-0008 54905 Avenida Obregon Setback (12.03.2020)
December 3, 2020
Ish Coronel
Coronel Enterprises Inc.
42-760 Madio Street
Indio, CA 92201
SUBJECT: MINOR ADJUSTMENT 2020–0008
54-905 AVENIDA OBREGON
Dear Mr. Coronel:
The Design and Development Department has reviewed your Minor Adjustment
application (MA 2020-0008), pursuant to Section 9.210.040 of the City of La Quinta
Zoning Code.
REQUEST:
Grant up to a 10% adjustment to decrease the side yard setback on the southern
property line by 6 inches, from 5-feet to 4 and a half feet to accommodate a
proposed new construction single-family home, per the attached exhibits.
DECISION:
Approval is granted for the requested adjustment based on the following findings
and subject to the conditions of approval listed below:
1. Minor Adjustment 2020-0008 is consistent with the La Quinta General Plan, in
that the proposal does not alter the approved land use for the property or
affect land use on surrounding similar properties.
2. Minor Adjustment 2020-0008 is consistent with the intent of the La Quinta
Zoning Code and subject Specific Plan in that the requested adjustment will
be conditioned to comply with all other development standards as required
under said Zoning Code and subject Specific Plan.
3. Processing and approval of Minor Adjustment 2020-0008 is in compliance with
the California Environmental Quality Act. The adjustment requested falls
under CEQA Guidelines Section 15305(a) as a “Minor Alterations to Land” -
Class 5 Categorical Exemption.
4. Approval of Minor Adjustment 2020-0008 is not detrimental to the public
health, safety and general welfare, nor injurious or incompatible with other
properties and land use in the vicinity. The adjustment has no impact on
health or safety issues and will not affect physical land use characteristics in
the vicinity. The adjustment will be compatible with the architectural styles
of the existing single-family homes.
CONDITIONS OF APPROVAL:
1. A building permit shall be obtained prior to construction. The proposed
construction shall comply with all other development standards as required
under the La Quinta Zoning Code.
2. Design of the proposed new single-family home construction shall be
consistent with the attached exhibit, on file with the Design and Development
department.
Please be advised that the City only approves three Minor Adjustments per lot,
regardless of the percentage of the development standard adjusted. This approval
relates only to the minor adjustment referenced herein and does not imply any
entitlement or approval of a building permit for any structures shown on the plans
on file. This approval consists of only one Minor Adjustment, adjusting one side
yard setback, as previously described. All other development standards of the La
Quinta Zoning Code are applicable and shall be adhered to in preparing plans for
building plan check. If you have any additional questions, please contact me at
760-777-7086 and/or at sfernandez@laquintaca.gov .
Sincerely,
Sijifredo Fernandez
Associate Planner
5'-8"SETBACK@ 5'-0"10'-0"SETBACK20'-0"SETACK AC CONDENSER SET ON 42"X42"CONC. PAD TOP OF PAD TO BENO LESS THAN 3" ABOVE GRADECONC. DRIVEWAYEXISTING CURBAND GUTTER(1) 24" BOX CERCIDIUMFLORIDIUM (BLUEPALO VERDE)1'(5) 1 GAL. GARDENIA(JASMINOIDES"MYSTERY)ANNUALFLOWERS3050 W.I.GATE400 AMPELECT. PANELTV JUNCTIONBOXTELEPHONEJUNCTION BOX1%MIN.TYP.1%1%1%80.01' ⅊
100.00' ⅊100.00' ⅊100.00' ⅊6'-0" HIGHCONC.BLOCK WALLGRAVELGRAVEL1%1%1%1%1%HIGH POINTPAGRASSCONC.WALKWAY3'-6"7'-6"5'-1"DRIVEWAY APPROACHREQUIRES A SEPERATEPERMIT AND INSPECTIONFROM CITY OF LA QUINTAPUBLIC WORKSDEPARTMENT.3'-6"3'-6"6'-0" HIGHCONC.BLOCK WALL6'-0" HIGHCONC.BLOCK WALLDATUMPOINT13'-10"(E) 6'-0" HIGHBLOCK WALLRESIDENCE2,210 SQ.FT.GARAGE459 SQ.FT.SSSSSRESIDENCECONNECTED TOCITY SEWERPROVIDE12"x12"CUTOUT ATBOTTOM FORDRAINAGEPLANTER7'-1012"6'-0" HIGHCONC.BLOCK WALL1'-10"16'-0"11'-71
2"3'-0"2'-6"4" HIGH ILLUMINATED STREETNUMBERS VISIBLE ANDLEGIBLE FROM THE STREET2'-11
2"3'-3"21'-11
2"5'-0"6'-0" HIGH CONC.BLOCK WALLAVENIDA OBREGON12'-0"2'-0"
16'-0"PLANTERPLANTERGRAVEL7'-212"GRASSPAPAPAPA6'-0" HIGH CONC.BLOCK WALL1%2'-0"1%1%6'-0" HIGH CONC.BLOCK WALLCASITA662 SQ.FT.(E) 6'-0" HIGHBLOCK WALL(E) 6'-0" HIGHWOOD FENCE19'-0"100 AMP ELECT.SUB PANELGAS(1) 24" BOX CERCIDIUMFLORIDIUM (BLUEPALO VERDE)(1) 24" BOX ACACIASTENOPHLIA(SHOESTERING ACACIA)1%1%1%1%GRAVEL150 GALLONPROPANE TANK60" LEG SPACING30" DIAMETER7'-10" LENGTH3'-3" HEIGHTW/ HOOD314 LBS. WEIGHT8'-0"5'-4"(E) 6'-0" HIGHWOOD FENCE(E) 6'-0" HIGHCONC. BLOCKWALL(E) 6'-0" HIGHCONC. BLOCKWALL(E) 6'-0" HIGHBLOCK WALLPA(1) 24" BOX ACACIASTENOPHLIA(SHOESTERING ACACIA)(1) 24" BOX CERCIDIUMFLORIDIUM (BLUEPALO VERDE)3060 W.I.GATECONC.4'x28'-6"CONC. PADPROVIDE12"x12"CUTOUT ATBOTTOM FORDRAINAGE1%11'-0"20'-0"28'-10"23'-0"CONC.8'-6"4'-0"CONC.4'-6"SETBACK3'x3' CONC.PADSETBACK W/ 10%MINOR LOTADJUSTMENTRESIDENCECASITATOTAL RESIDENCEGARAGE / MECHANICALCOVERED PATIOS (761 SQ.FT.)TOTAL STRUCTURETOTAL SITE3,331 / 9,993TOTAL LOT COVERAGE2,210 SQ.FT.662 SQ.FT.2,872 SQ.FT.459 SQ.FT.3,331 SQ.FT.9,993 SQ.FT.33.3%AREA TABULATIONSGENERAL INFORMATIONOWNER:LEGAL DESCRIPTION: PROJECT ADDRESS:ZONING:OCCUPANCY:PEPE BUILDS, ILLC.54-905 AVENIDA OBREGONLA QUINTA, CA 92253LOTS 8 & 9, BLOCK 279774-293-020 & 02154-905 AVENIDA OBREGONLA QUINTA, CA 92253RCR-3TYPE V-B NON-RATEDNORTHPROPOSED HOUSE FOOTPRINT FINISH GRADEELEVATION ASSUMED 100.0', F.F. PAD ELEVATION101.0'. FINISHED FLOOR TO BE MAXIMUM 12"ABOVE DATUM POINT AT TOP OF CURB ATCENTERLINE OF LOT U.N.O. BY BUILDING DEPT.OFFICIALTHE DEVELOPER / CONTRACTOR / OWNER ISRESPONSIBLE FOR THE VERIFICATION OFEXISTING CURB (OR EDGE OF STREET PAVING IFNO CURB EXISTS) LOCATION FROM PROPERTYLINE(S) WITH THE PUBLIC WORKS DEPARTMENT.TOTAL LANDSCAPE AREAS:1,446 SQ.FT.GREEN BUILDING CODE REQUIREMENTS CON'T.1.ALL CONSTRUCTION SHALL BE IN CONFORM TO THE FOLLOWING CODES: 2019 CALIFORNIA RESIDENTIAL CODE, PART 2.5 2019 CALIFORNIA BUILDING CODE PART 1 & 2 2019 CALIFORNIA ELECTRICAL CODE, PART 3 2019 CALIFORNIA MECHANICAL CODE, PART 4 2019 CALIFORNIA PLUMBING CODE, PART 5 2019 CALIFORNIA ENERGY CODE, PART 6 2019 CALIFORNIA FIRE CODE, PART 9 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 112.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE ALLDRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF STRUCTURAL,MECHANICAL, ELECTRICAL, OR FINISH WORK. IF THERE ARE ANY DISCREPANCYS INTHE DRAWINGS, IT SHALL BE BROUGHT TO THE DESIGNERS ATTENTION FORCLARIFICATION PRIOR TO INSTALLATION OF SAID WORK IN QUESTION. ANY WORKINSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED AT THEEXPENSE OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER ORTHE DESIGNER.3.DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONSAND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH WORK. THE DESIGNERSHALL BE NOTIFIED OF ANY DISCREPANCIES IN WRITING FOR CLARIFICATION PRIORTO PROCEEDING WITH SAID WORK.4.THE CONTRACTOR SHALL, IN CONJUNCTION WITH OTHER TRADES, PROVIDE ALLCUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TOCOMPLETE THE WORK AND RESTORE ANY DAMAGED OR AFFECTED SURFACESRESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITIONTO THE SATISFACTION OF THE OWNER AND THE DESIGNER.5.ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING, EXPANSIONJOINTS, SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEMWATERPROOF.6.PROVIDE ELECTROLYTIC ISOLATION BETWEEN DISSIMILAR METALS.7.ANY STEEL SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BYTHE STRUCTURAL ENGINEER AND DESIGNER, PRIOR TO ANY FABRICATION ORINSTALLATION.8.THE GENERAL CONTRACTOR SHALL COORDINATE SITE UTILITIES (PLUMBING,ELECTRICAL, TELEPHONE AND UNDERGROUND WORK, IF REQUIRED.9.ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONARY,CENTERLINE OF STEEL, BEAMS OR COLUMNS, (UNLESS NOTED OTHERWISE).10.FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB. (UNLESS NOTEDOTHERWISE).11.THE GENERAL CONTRACTOR SHALL COORDINATE FRAMING MEMBERS, THEY SHALLBE SPACED TO PERMIT INSTALLATION OF REQUIRED PIPING / CONDUITS PER CODE.THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS,BRACES AND BLOCKING AS REQUIRED FOR A COMPLETE INSTALLATION. THISINCLUDES ALL BACKING PLATES FOR RAILINGS, CASEWORK, TOILET ROOMACCESSORIES, MECHANICAL, PLUMBING, ELECTRICAL OR MISCELLANEOUSEQUIPMENT, IF REQUIRED.12.THE REUSE OF ORIGINAL OR ALTERED DRAWINGS, BY THE OWNER, AGENTS FORTHE OWNER, OR OTHER PARTIES WITHOUT THE WRITTEN APPROVAL OF THEDESIGNER IS PROHIBITED. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY ANDHOLD HARMLESS THE DESIGNER FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES,EXPENSES AND ATTORNEY FEES ARISING OUT OF THE REUSE OF THESEDRAWINGS.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, MATERIALS, TECHNIQUES, SEQUENCES OR PROCEDURES AND THESAFETY PRECAUTIONS/PROGRAMS IN CONNECTION WITH THE WORK.THEDESIGNER DOES NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE. IN NOCASE, DO THESE CONTRACT DOCUMENTS RELIEVE THE GENERAL CONTRACTORFROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE OR ERRORS OFOMISSION.14.THE DESIGNER PREPARING THESE CONSTRUCTION DOCUMENTS WILL NOT BERESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO THESEDOCUMENTS. ALL CHANGES TO THESE DOCUMENTS MUST BE SUBMITTED INWRITING AND THE APPROPRIATE DOCUMENTS.15.DEMOLITION CANNOT BE STARTED WITHOUT OBTAINING WRITTEN NOTICE TOPROCEED FROM THE CITY/COUNTY OF SAID PROJECT.16.DISPOSE OF DEBRIS, RUBBISH, ETC., AS REQUIRED BY CODE. LEAVE THE WORKAREAS BROOM SWEPT CLEAN ON A DAILY BASIS.17.TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED BY THE GENERALCONTRACTOR PRIOR TO THE START OF CONSTRUCTION.18.BATHROOM ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES, ETC.WITH IN WALLS SHALL BE SEALED AGAINST MOISTURE PER C.R.C.19.UNLESS NOTED OTHERWISE, EXTERIOR CEMENT PLASTER APPLICATION SHALLCONSIST OF A 3-COAT PROCESS PER C.R.C. THE CONTRACTOR SHALL PROVIDE ALATH BASE USING "RIB-LATH" WHERE REQUIRED TO PREVENT SAGGING. THEPLASTER IS TO BE APPLIED USING THE FOLLOWING: 1. SCRATCH COAT 2. BROWN COAT 3. FINISH COAT PLASTER APPLICATIONSHALL BE 7/8" MIN.20."ALL" OR "EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THEBUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM.A1.0GENERAL NOTES,
ABBREVIATIONS, & SPECS.A/CAIR-CONDITIONINGABANCHOR BOLTABVABOVEADAAMERICANS WITH DISABILITIES ACTALALUMINUMANOD ANODIZEDAPPROXAPPROXIMATE(LY)BRDBOARDBELBELOWBETBETWEENBLDGBUILDINGBLKG BLOCKINGBMBEAMCABCABINETCBCCALIFORNIA BUILDING CODECRCCALIFORNIA RESIDENTIAL CODECICAST IRONCJCONTROL JOINTCLCENTERLINECLFCHAIN LINK FENCECLGCEILINGCLRCLEAR(ANCE)CMUCONCRETE MASONRY UNITCNTCOUNTCOCASED OPENINGCOLCOLUMNCONC CONCRETECONSTCONSTRUCTIONCONTCONTINUOUSCTCERAMIC TILECRPT CARPETDEPT DEPARTMENTDFDRINKING FOUNTAINDIADIAMETERDIMDIMENSIONDKDARKDNDOWNDODITTODRDOORDWGDRAWINGE EAST(E)EXISTINGEJEXPANSION JOINTELEVELEVATIONELECTELECTRICALEQEQUALEQUIP EQUIPMENTEWHELECTRIC WATER HEATEREXHEXHAUSTEXPEXPOSED, EXPANSIONEXEXISTINGEXTEXTERIORFASTFASTEN, FASTENERFDFLOOR DRAINFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFFFINISH(ED) FLOORFINFINISH(ED)FIXTFIXTURE(S)FLRFLOOR(ING)FLUOR FLUORESCENTFOCFACE OF CONCRETEFOFFACE OF FINISHFOMFACE OF MASONRYFOSFACE OF STUDSFSFLOOR SINKFTFEET, FOOTFTGFOOTINGGAGAGE, GAUGEGALVGALVANIZEDGIGALVANIZED IRONGRGRADEGYPGYPSUMHDRHEADERHDWRHARDWAREHPHIGH POINTHORIZHORIZONTALHMHOLLOW METALHRHOURHTHEIGHTHVACHEATING/AIR-CONDITIONINGININCH, INCHESINTINTERIORJTJOINTLANGLELAMLAMINATEDLAVLAVATORYLBPOUNDLBLLABELLBSPOUNDSLEDLIGHT EMITTING DIODELFLINEAR FOOT/FEETLHLEFT HANDLNLINELPLOW POINTLTLIGHTMATLMATERIALMAXMAXIMUMMBRMEMBERMECHMECHANICALMEDMEDIUMMFRMANUFACTURE(R)MINMINIMUMMISCMISCELLANEOUSMMMILLIMETERMTMOUNTMTLMETALNNORTH(N)NEWN/ANOT APPLICABLE/NOT AVAILABLE/NOT ALLOWEDNICNOT IN CONTRACTNONUMBERNOMNOMINALNTSNOT TO SCALEO/ OVEROCON CENTEROH OVERHANGOPPOPPOSITEPERFPERFORATEDPLPLATE, PROPERTY LINEPLAMPLASTIC LAMINATEPLASPLASTICPLFPOUNDS PER LINEAR FOOTPLUMBPLUMBINGPOCPOINT OF CONNECTIONPRPAIRPROPPROPERTYPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPAINTPVCPOLY VINYL CHLORIDEPLWD PLYWOODQTYQUANTITYQUALQUALITYRRISERRARETURN AIRRADRADIUSREFREFER, REFERENCEREFERREFRIGERATORREQREQUIREMENTREQDREQUIREDREVREVISION(S)RHRIGHT HANDRMROOMROROUGH OPENINGRWDREDWOODSSOUTHS&PSHELF-POLESASUPPLY AIRSCHDSCHEDULESECSECONDSECTSECTIONSFSQUARE FOOT/FEETSGSEMI-GLOSSSHTSHEETSHTHGSHEATHINGSIMSIMILARSJSEISMIC JOINTSTSTEELSTDSTANDARDSTRUCTSTRUCTURALSUSPSUSPENDEDSYMSYMMETRY(ICAL)TTREADT>ONGUE AND GROOVETBDTO BE DETERMINEDTBLTABLETHKTHICK(NESS)TOCTOP OF CONCRETE, TOP OF CURBTOPPTOP OF PARAPETTOSTOP OF STEEL, TOP OF SHEATHINGTOWTOP OF WALLTSTUBE STEELTSTUBE STEELTYPTYPICALUNFUNFINISHEDUNOUNLESS NOTED OTHERWISEVERTVERTICALVTVINYL TILEWWEST, W SHAPEW/WITHWCWATER CLOSETW/OWITHOUTWPWATERPROOFINGABBREVIATIONS1.WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE THAN1.28 GALLONS OF WATER PER FLUSH, KITCHEN FAUCETS MAY NOT EXCEED 1.8 GPM,LAVATORIES ARE LIMITED TO 1.2 GPM, AND SHOWERHEADS MAY NOT EXCEED 2.0GPM OF FLOW. (CPC 403 & 408)2.AUTOMATIC IRRIGATION CONTROLLLER(S) INSTALLED BY THE BUILDER SHALL BE INA PLACE FOR FINAL INSPECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS: a. CONTROLLERS SHALL BE WEATHER - OR SOIL MOISTURE-BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. b. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEM THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTRILLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CALGREEN 4.304.1)3.SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROMBUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEERTHAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION ANDDRAINAGE DURING CONSTRUCTION. BMP'S THAT ARE CURRENTLY ENFORCED BYTHE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THEBUILDING DEPARTMENT (CGC 4.106.3)4.A MINIMUM OF 65% OF CONSTRUCTION WASTE IS TO BE RECYCLED. (CGC 4.408.1)5.PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL MANAGE STORMWATER DRAINAGE DURING CONSTRUCTION BY ONE OF THE FOLLOWING: A. RETENTION BASINS B. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER APPROVED METHOD (CGC 4.106.2).6.LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER OR SOIL BASEDCONTROLLERS (CGC 4.304.1).7.CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THEJURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2.GREEN BUILDING CODE REQUIREMENTSSHOWERHEADSFIXTURE FLOW RATESFIXTURE TYPEMAXIMUM FLOW RATE1.8 GPM @ 80 PSILAVATORY FAUCETS1.2 GPM @ 60 PSIKITCHEN FAUCETS1.8 GPM @ 60 PSIWATER CLOSETS1.28 GALLONS/FLUSHURINALS0.125 GALLONS/FLUSHNOTE: SHOW COMPLIANCE WITH THE FOLLOWING TABLE FOR NEW / REPLACEDFIXTURES, PER CGC 4.303.1GENERAL NOTES8.BUILDER IS TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FORMAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION (CGC 4.410.0).9.THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIEDBY ONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITHVISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THEMOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THEMETHODS LISTED IN CGC 4.504.3.10.BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY A HUMIDISTAT. (CGC 4.506.1)11.PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT, OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THATALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVEBEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. (CGC 102.3)12.ELECTRICAL VEHICLE CHARGINGELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE) IS REQUIRED IN NEW ONE & TWOFAMILY DWELLINGS AND TOWNHOMES WITH ATTACHED GARAGES. THE EVSE MUSTCONSIST OF MINIMUM 1" CONDUIT EXTENDING FROM THE MAIN PANEL TO A JUNCTION BOX WHERE THE EVSE RECEPTACLE WILL BE PROVIDED. THE MAIN SERVICE PANEL MUST BE SIZED TO ACCOMMODATE 208/240 VOLT, 40 AMP DEDICATED BRANCH CIRCUIT. CGC 4.106.413.NEW RESIDENTIAL CONSTRUCTION WHERE LANDSCAPE IRRIGATION WATER ISPLANNED, A WATER BUDGET SHALL BE DEVELOPED THAT CONFORMS TO LOCALLANDSCAPE ORDINANCE OR THE CALIFORNIA DEPARTMENT OF WATERRESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT. TO VIEW THE MWELO:http://www.water.ca.gov/wateruseefficiency/docs/MWELO_TbContent_Law.pdfFOR THE LOCAL LANDSCAPE ORDINANCE CHECK WITH CITY/COUNTY PLANNING DEPARTMENT. CGC 4.304.1.SITE PLANSCALE: 1/8" = 1'-0"NOTE:1.SURFACE WATER WILL SLOPE/DRAIN AWAY FROMBUILDING. THE GRADE SHALL FALL A MINIMUM OF 6"(5%) WITHIN THE FIRST 10 FEET. (2% AT IMPERVIOUSAREAS ONLY). SECTION R401.3.2.FOR ALL BLOCK WALLS, A SEPARATE PERMIT WILLBE REQUIRED (CRC R106.1.1)THESE DRAWINGS ARE AN
INSTRUMENT OF
SERVICE AND REMAIN THE
PROPERTY OF
GABRIEL A. RIOS
THEY ARE NOT TO BE
REPRODUCED, OR ALTERED,
DISCLOSED OR ASSIGNED
TO ANY THIRD PARTY
WITHOUT THE EXPRESS
WRITTEN PERMISSION
OF RIOS DESIGNS, LLC.Date: 11/16/2020Sheet Proposed Residence & Casita
for
Pepe Builds, LLC.
54-905 Avenida Obregon
La Quinta, California 92253
APN: 774-293-020 & 021 Date & DescriptionRev. #Job # 2020.16Residential & Commercial T.I. Designs,
Custom Plans, Additions, & Remodeling
Gabriel A. Rios
75-175 Merle Dr., Suite 200
Palm Desert, CA 92211
Cell: (760) 485-7431
email: riosdesigns@yahoo.com 09/16/2020 P.C.C.209/28/2020 P.C.C.3411/15/2020 MINOR LOTADJUSTMENT4