Loading...
MUP 2005-609,.ti It Department 253 60) 777-1233 OFFICE USE ONLY Case No. M(0 US Date Recvd. Z ' 8 ' 6 5 Fee: A -7s-00 Related Apps.: Logged in by: )R USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT /AJ CPecZE- (Print) MAILING ADDRESS 2,Phone No.-r6a `i -07Y0 x,7 1Z- CITY, STATE, ZIP: 64GaaA Aiauez , a '9"7 -7Fax No. 9V 9 - 6,09 074-0 PROPERTY OWNER (If different):O (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: CPO _ 61/4. f/iA. Pe UA,4_0 -44- &I't 7,4 PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if neededl LEGAL DESCRIPTION (LOT & TRACTOR A.P.N.): el—or-169 _A�z 9 a y- z A18\Minor Use Permit SUBMISS11ON REOUIREMENO ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x I I" sheet or folded down to 8'/Z" x 1 I". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT D,p,2,2I j QED_ (Please Print) SIGNATURE OF APPLICANT DATE NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. AIMinor Use Permit P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUIN-rA, CALIFORNIA 92253 FAX (760) 777-7101 February 24, 2005 Darrin Campbell 3 San Rafael Place Laguna Niguel, CA 92677 FILE COPY SUBJECT: Approval for Minor Use Permit 2005-609 Dear Mr. Campbell: Your request for Minor Use Permit 2005-609 to allow the construction for a new custom guest casita at 80-646 Via Pessaro (the Hideaway) is hereby approved. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by you in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to us for our files. Until the recorded copy is received, your Minor Use Permit is not complete. After we review our copy, we will provide our clearance to the Building Department to issue the building permit. Should you have any questions, please call me at (760) 777-7070. Very truly yours, r ---s /� L y - TIM NGUYEN Assistant Planner Attachment c: Building and Safety Department p:\mup LA 2005-609.doc • RECORDING REQUESTED BY: Darrin Campbell 3 San Rafael Place Laguna Niguel, CA 92677 WHEN RECORDED PLEASE MAIL TO: Darrin Campbell 3 San Rafael Place Laguna Niguel, CA 92677 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 80-646 VIA PESSARO, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 15`h day of February, 2005 by Darrin Campbell, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 169, BK. 772 PG. 50, TR 29894-2, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2005-609); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal ,Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real -property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This! Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions ,hereof are Ilirrevocable, except by the written consent of all parties to the agreement, including] the City of La Quinta, a Municipal Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors' in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Printed Name of all owner(s) Dougl;A R. Evans D Community Development Director City of La Quinta ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED JIN 8 1/2 X 11 " FORMAT, FOR EACH SIGNATURE. t STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ► ss. CITY OF LA QUINTA 1 L] On February 24, 2005 , before me, Regenia Hensley, Notary Public, personally appeared ,DOUGLAS R. EVANS personally known to me to be the person whose name is .subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his.signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. RE IA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 (Seal) AEGENI HENS;EY Comrriftm N 1521423 Notary Pubk - CaWomlo Rlvewde coenly MYCOME�tres.Qct 23.2000 Campbell Residence Custom Home 80-646 Via Pessaro La Quinta, California The Hideaway Amended Tract No. 29894-2 Lot 169 APN # 772-500-011-7 ,CWs OVS THIS OOCUMENTEONT4NE I1ODRMPTON PROPRIET RY TO aOturR �"DITEaT9 O 15 NRNI6HEOIN CMFIOENCE FOR TAE LIK IrEO PUPPOSE OF EVALUATION, EIDENG OR 11,0 9Y WAENT. 'a WM,R rO.,1 N]T RE U:EOINR P OTHER PORPOSE OR OIRCLOEEO 700THER9 VryT T THE PRIORWPrtIEN CONSFM OP 8 CO45TMa,"OTR AL'. `1GHTSaIaE.lErI G COPMIGNTII. CAMPBELL RESIDENCE THS n13r,?X,Y '69—CLSTOV LO' [A OUINTA, CA JOB. 03022 SOUTH COAST ARCH ITECTS,INC. 13 Co,p)rat A Mir, $I:Ite 210 9—pptl 322e^, CElte.na 9269 1949) ]20—]022 9 COVER SHEET CAMP''@LL Lm Sh �2 snsr T1 NOTE:CANTI' COIJTRREFEACTPOOL- FOR POOLE ANBD SPA 18° HIGH BOND BEAM WITH STONE VENEER 31 IB" HT. BEAT WALL GARAGE AND CART AREA - 619 EF. 396 1' PA PA PA. LANDSCAPE AREA - 5;94 S.F. 31% NOTE: THESE QUANTITIES ARE FOR REFERENCE ONLY. FIPIT PA.gg `.. R4', 5. M INITf EDGE SPILLWAY 2(7' COLOR CONGNZI W/.8q1? RgCK FINISH Pi' -r0 4' WIDE PATI PA. R4_9R1_� 6'14T. PILASTER COLORED CONCRETE W/ SALT ROCK FINISH PATIO IS° STEP PADS P - 15 SHALLOW OEFT z' i DG. LOT 169 PAD I0�4 0 FF = 101D.9 Y WIDE TUBULAR STEEL GATE Da ' 4' HT. SCREEN WALL p x :,. ;;t ■ s e ! NOTE: ALL PROPERTY LINE WALLS, Y■ 51DE RO TAT INSIDE PROPERTY AND FOOTINGS ARE N, STATEMENT LINE, '1NTIL A EN St At FROM AN NEIGHBOR'S CAN BE PROVIDED. VrDF DG SETBACK LME SETBACK �5-6" HT. BLOCK WALL OWN ER TO OBTAN SEPARATE ENGMEER WALL PEM7T E � T '; / ) ? T MTERLOCKIWs PAVE ❑T MASONARY WALL PER LOT 110 z�;,). / '+'/ - ' TRASH RECEPTACLE !� v•/ % r/�, POTS COLORED CONCRETE 3 TIER WATER r ATTIRE D TO5E SELECT b'147. PILASTER 6' HT. PILASTER �` C �* 3' WIDE GATE 36" HIGH SCREEN WALL h y.. �� / PA PA INTERLOCKINCa.PAVERB ii TURF P 36" HT. PILASTER REFER TO ARCH. PLAN 3f PILASTER TO ARCH. PLAN LOT COVERAGE PERGENTAGE LOT AREA - 13,931 5F. MAIN HOUSE AND GUEST NOME - 5,364 EF. 38% GARAGE AND CART AREA - 619 EF. 396 HARDSCAPE AREA - 3,602 SF. 22% LANDSCAPE AREA - 5;94 S.F. 31% NOTE: THESE QUANTITIES ARE FOR REFERENCE ONLY. 0 10 20' 30' REUMN & �ssoaal�s 30 BELMONIE DRIVE PALM DESERT, to 92211 LI[# 2754 N. (760) 776-0940 FAX (760) 776.0950 J J W m Q JUS _3 Q J d J -i ELI Q<QQ ZU-Z� a!¢a cr W Z W r�r^ LU Q J W 0 = ImZ O p C) —i � REVISIONS DATE BY �aNBscA/T, "uyw 9 t sr —� SHEET TITLE SITE PLAN DESIGNED JE DRAWN JE CHECKED GH WIDE 12/10/04 SCALE "=10'-0" JOB ND. SHEET SP -1 OF B SHEETS 4 0 V W PLOT DATE. BGVM' SAL GRADING NOTES I. IF FM CML ENGINEER OR s01L5 ENGINEER ME CHANGED CURING THE COURSE OF WORK, ALL KNOW SHALL BE SOONER UNTIL A REPLACEMENT HAD AGREED TO ACCEPT ME RESPONSIBILITY FOO CAN SUAKIN UPON COW LETON OF ME WORK. 4 ALL BRUSH, MEMBER MO OTHER NOTORIOUS MUTUAL, SUCH A RUBBISH SHALL BE COLLRTED, PIIFD AND REMOVED FROM ME SEA PRIOR TO PLAGI FlU, DURING ME SHE FREE MU CIfM ANN DNIECHOINBLE MATERVL S.AM UNDERGROUND STRUCTURES SUCH As CESSPOOL$ SEPTIC TANKS WAGES OR PIPES WE LCGIED PRIOR 10 GMIDNG ARE TO BE BERMS OR SENATORS IN A MMNER PRESCRIBED BY WAIS ENGINEER. 4. SOE. AllUNUM, ON LOCK MATERIALS DaMMIXEO BY THE COILS ENGINEER M BUNG UXSMf81E FOR PULENENE IN CCMPAGIEO HLLS SHALL BE REMOVED FROM WE SHE. THE SURFACE SEND THEN BE PLOWED OR SUNNI TO A MINIMUM DEPTH OF 6 INCHES UNTIL ME SURFACE IS FLEE FROM UNEVEN FEATURES WAS WOULD TEND N PREVENT UNIFORM COMPANION BY THE EQUIPMENT USED. i WITLRNC ARES SHOULD BE OVEREYGVRFD TO Cf WH GF AT TFASI ME 5) FES BEEN THE 8070M OF THE MOTNGS. THE EXPoSED S111S,LCE SHOULD BE CRIFlED. N]151'JRE COMMUNED AND FREEBOOTER TO R MUST NINETY (W) PERCENT Of MAXIMUM DENSITY. THE PREVIOUSLY REMOVED GOODS SHOULD BE REPLACES IN THIN UFR AT NEM OPTIMUM MOISTURE CONTENT AND COMPM1ED TO AT LEVER (90) PERCENT OF .11 DENSITY OVEIS%GVATOMO COMPACTION SHOULD BE VERB ET BY TESTING THIS APPLIES TO THE BUILDING ARM AND AT LEAST FIVE (5) PON BEYOND SWUNG UMTS IXCfii AOlYiM lO \ME EX15T!NG LWIPMENT BUNELFW WHISH MLL BE UNME) BY ME PRESENCE OF ME SEWING AND UNDERPINNING SYSTEM. 6 MATERIALS FOR COMMUTER FILL SELL CONSIST OF MATERIALS APPEARS BY ME SOILS ENGINEER. AM IDMS SHALL BE TREE FROM AROUND VEGETATION WATER AND OTMER UNSUITABLE SUBSTANCES. ]. ME WITEA4 USED IN THE COMMUTING ROCESS SHWL BE EVENLY SPREAD, WSEREO, PROCESSED MO COMPACTED IN THE OEM NOT 10 IXCBD B IBOHES IN THICKNE55 TO OMAN A UNIFORMLY DENY FARM B. WHEN THE BE ANRE BY CONTEST B MMENART MATS THE BY RE SOILS T 5 HIER, DATER CRAFT BE ADDED BY THE CONTFILTOR UHfh TME M]ISIURE CONIEM 5 XAq OPTIMUM! AS SPECIFIED. 9. WHEN ME E DE AD WNTNI IS TING. TUT OR OTHER BY ME IDIS ENGINEER ME VATFANL $HNL BE ADMIRES B/ PLACING. MIXING, OR OMER NERpW SAAYACtORF N THE 501E ENGIHER UNTIL THE RESUME CONTENT IS NEAR OPTIMUM M SHOULD), 10 WHERE FlUS ARE MADE ON RUSSO. OR EXPOSED SCR ME$ GREATER MEN TM (10) PERCENT, HORIZONTAL BENCHES SIWL BE GER INTO FIRM UNDISTURBED NATURAL GROUND TO PROVIDE A HORIZONTAL BASE -THAT LABOR OFTEN 6 PLACED MG COMPMIED ON A HORIZONTAL ROME. THE (BRAD BENCH AT ME ICE 06 TE I SNLLL BE AT LEAST YEN (1 FEEL IN WIDTH ON FIRM, UNDISTURBED NATURAL GROUNO AT ME ELEVATION OF ME TOE STAKE PLACED AT ME HATUPK ARGUE OF BELAY OR DESIGN SLOPE MO WIDTH AN FREQUENCY W SUCCEEDING BENCHES mLL VMY WRIT ME SOIL CONDIHWs MO ME STEEPNESS OF SLOPE. 11 F BURIED REMAINS ME ENCOUNTERED DURING DEVELOPMENT. A QUALIFIED ARCHAEOLOGIST 9411 BE CONTACTED IMMEDIATELY AND APPROPRIATE MITIGATION MEASURES DAN BE MEAN. 12 GMM -WADED AD INFIXING OPERATORS SHALL SE CMSRg1ID i0 PREVENT WATER MGM RUNNING IMO EXCAVATED M. RECTSs WATER BOND BE PROMPTER RUMMER MD ME NEW KEPT DEC FILL MATENW SHALL NOT BE PLACED, SPREAD OR I.1. W.. UNARSEMBE REAMER CONCERT . WHEN THE MRK IS MARY FRED BY HEAVYqNN, ADDOPERATORSSXALL NOT BE SECURED UNTIL RECD TESTS BY ME SOLS ENGINEER INDICATE TION ME M06NIff COMER AND DENSITY OF THE SELL ME E PREVIOUSLY SPECIFIED. I], COMPACTION SWRL BE SHEEPSFWT ROLLERS. NBMTM SHEEP300T HOLMES. MULTPIE-WHEEL PNEUMIRC-TIRED BIDDERS ON OMER TYPE OR ACELARAIE COMPACTING FOLLLRS, FALTERS SHALL BE OF SUCH DESIGN MAY MET WILL BE ABLE TO COMPACT THE FILL TO ME SPORES [ENTITY. BOILERS SH4ll BE ACCOMPLISHED WHNE THE Fu MATERILL 15 WITHIN ME SPECIFIED MOISTURE COMBINE WASM RCWNG OF GNI LAYER SEND BE COXHNUOUB OYER GS ENTIRE MFA AND THE ROLLER SHALL MAKE SUFFICIENT TRIPS M INSURE MAT ME BANNED DENSITY CAR BEEN BLAMED. 14. Tu AFORMED. BE GWMPMIED TO ME MINIMUM OF MERGE (BOX PERCENT OF WEAPON NEW FULLY STERANES BY ME MEN D 1551 TET WMI 15. WXINWY STRUCTURES INCLUDING DEMANDING OR RUNNING WALLS SHOULD HAYS ME FALLING S011S Y BEXGM ME BOTTOM OF ME FOOTING OF ME 51FUC1UIS CDMPACTED M SINK ME OWA NS ISgNREYCNR MR'S, TO MME (3) FEET BEYOND ME GCE OF DAMS. IS. FIELD SURGERY TE55 WILL BE PERFORMED BY THE YJIL ENGINEER CURING OWING OPERATORS. AT LEAST ONE (1) TEST SHALL BE DANE FOR EACH FRE HUNDRED (SCO) CHAD EAR'S OR FRACTION MANEGE PLACED WITH A MINIMUM OF TM (9 TESTS PLR SAM IN ISOLATED ARABSWHEFF SHEEMATER R]L➢t5 ME USED. MC SOIL MAY BE DISCRETE TO ADECIE OF $EVEM INCHES. DENSITY TESTS STABLE BE TEEN IN COMPACTED NATEfll4 BELOW ME DISNPo£0 SURFACE. MIEN TREE LESS INDICATE TINT THE DENSITY OF ARE, LAYER OF FlLL OR PORTION THEREOF IS EAGER ME TOWARD OENSm, MIs AURICULAR SAYER ON PORTION SHALE BE PARTNERS MI AE ME REWIRED DENSIS HAS PEEN DETAILED. 17, THE MERGED FOR REMOVAL OF ALSOMFACE IRRUCA UGH AND MUTT ONES WILL OFTEN `ON ME TIEPIN MO MO COWEN OF THE UXE ONE OF THE FOLLOWING METHODS MAY BE DEO: I) KNOWS THE PIPE AND COMPACT ME SOL IN ME TRENCH NTORDINC TO ME APPLIES PORTERS OF THESE OWING RECOMMENMMXS 2) ME PIPE B14LL BE CRUSHED IN ME RE TNCH THE MERCK SNALL MEN BE RULED MO COMPACTED ACCORDINGTO THE APPUGAPLE POROONS OF THEY GRADING CODIFICATIONS. J) W ME ENDS OF ME LINE MM CONCRETE TO NITRATE ENTRANCE OF WATER, ME LENGM 7 THE CW WAL NOT Y LESS THE AVE AB FLET. ME CONCRETE MI% WALL HAVE A MINIMUM SHRINKAGE. 15 ABANDONED WATER MLS ON THE SITE 9WLL BE CAUSED fWgOING TO ME AEOUIgEMENIS OF THE APPRONRAR REGULATOR" AGENCY. ME SUNNI OF THE CWSWLL BE AT HOME ESWL TO ME ADNCEM 5016, THE FINAL ELEVATION OF THE TOP OF ME WELL CASINO MUST BE A MINIMUM OF THIRTY-SIX (36) INCHES BELOW WJACENT BE PRIOR TO OWING OR RLL OPERATGS STRUCTURE FOUNDAMES SHOULD NOT BE PULED OYER THE WPM WELL. PRECISE PLOT PLAN AMENDED TRACT�,NO. 29894-2 CITY OF LA QUINTA, STATE OF CALIFORNIA \ "THE HIDEAW�Y" LOT 69 GENERAL NOTES AC UNIT G PERFORMED To ESTABLISH OR REESTABLISH ME BUNDING PAD ELEVATOR I . ANr GDwRM _ i NeHF; 5C C\/Ne\ /L `. / D i+'\ 1'., VO. TRB y _�J. 9 :J GS �I ♦ *� ' 'A!f ^ A P IRAGE } 9MLM L BE PERFORMED IN ACCORDANCE MM TIE ANSWERED WALSH GRANTED RAN MD PAD ELEVATION - � A SEPARATE RONNIE ISSUED BY THE U DUIMA PUBLIC WORKS DEPARTMENT, CONSTRUCTION NOTES 2. THE CDNIRMTOR IS WIIpRIZED TO PROCEED WILD FINE OWING ACRdtY RENTED i0 SENATORS SHOWN ON TH15 PUN, ON ANY SPREAD LOT ON AXE PUN. ONLY IF, A FL ROW LINE VALE BUILDING PERMIT PAS GLEN ISSUED BY WE N DUIMA BUILDING h SAFETY THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF A DEPARTMENT AN CONS ING"FON GE THE PRIMARY STRUCTURE ON WHO PARTICULAR LOU. Q a1glR4'F pty [RYEIIAY Aw1p1W A31 gBAAAIE f9yE J. A SEPAWTE PWIG SHALL BE NAMES MGM THE U WIMA BUILDING R Y£Ett © CGGIRCi WlB! WNL CIO IETNfAl WNL 19183A411E F@Yf TREATMENT FOR AYY BLOCK WN15 CRE. ONMW L044Aaa OOMdMTES 17AAw+0� FAIN@ A THIS PUN 6 FOR ON -Illi GOGETRUI USE MLY ME OFF -Illi LONSTBL'E ON GRADE BREAK Y AUNTY, SUCH M DGNEWAY APPROACHES OR OTHER IMPROVEMENTS IN TAE SIREEU w'Fu(aE9 PANE RIVERSIDE COUNTY, CALGORNIA, ROM Cf WAY, WALL BE PERFORMED BY THE SEPARATE PLANS AND PULE 155DL0 GY ME N CRIMEA PULING WORKS DEPARTMENT. Q Lk NFA GMT) wLT BURDENM ETOL T,E MM S. THE CONIFMTOR IS RESPONSIBLE FOR MEANING AL RECORDS PERMITS. Q I IF E"UwniEA com m BErm. m *anB, THE CONTRACTOR. MO ITS SUBCONTRACTORS, ME RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SNWM ON MIS PIAN IS NOT COMPROMISED BY LANDSCAPERS , FEATURES ON OTHER APPURTENANCES NOT SHOWN ON THIS RAR. D M ME FUNDING - MEN 0.FIAING PLANT GRBWIH M OTHER DEIklERI0U5 4AIEflAL FRO PM, ME GROUND SURFACE BAXTER ME BUIWING ENVELOPE s1NLL BE CONK AID) TO A MINIMUM OF 6 AND THEN COMPACTED THE NIMBLY PERCENT (90%) RELATIVE DEN9tt PER AGSM. COLLIMATORS, B. THE WNMACIOR SHALL NOT DISTURB EXISTED SURVEY MONUMENTS OR FEWER MARKS ARMS ON ME PWS, OR FOUND WRING CONSTRUCTION, REMOVAL MD REPLACEMENT ETHANE BE PERAMMED BY M MERCENARY HARDHEADED CML ENGINEER W LENSED LAND 9lRVENR, 9. NL STREET$. PUBLIC W PRI SHALL BE SEEMED ONLY OF DIRK, MUD. AND 0E 15 DEPOSITS RESULTING BOM MY CTMIY RELATED TO CONSTRUCTION OCCURRING ON ME 0EG SEEMS ON MIs FLAN. CLEARING REAL BE PERFORMED TO ME SITSFACTON OF THE BUILDING CEFKY4 OR CAR ENGINEER, 10, THE CONTRACTOR SP.W. PROVIDE WIND EMISSION MO DUST CONTROL MEASURE AS REQUIRED BY ME RIGITVE CUSS CONTROL PEAK APPROVED FOR THIS PRUWGT, 11. CONSTRUCTION OPERATIONS MO MAINTENANCE OF EQUIPMENT WITHIN ONE HGP MILE OF HUMAN OCCUPANCY STALL BE PERFORMED ONLY DURING THE TIME PERIOD M DOLLARS; OCTOBER IAF TO APRIL NTH MONDAY - ALI WY ]:W AM. TONAT PLD - ,KWERPY B W AN. TO 4W AND WT Y IST TO SELOW MONDAY - FRIOIY .Do ME TO 1:30 P.Y. SATURDAY BW AM. TO 5:00 P.M. WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOUDAYS LEGEND 6'x4' REDUCER (NDS -6W) 4' CAP —0 (NDS -4C6) 'i LIT TEE (NDS -401) FILL W/12' 02 DRAIN R ECK- ®�© AREA DRAIN INLET—OUTLET DETAIL N.T.S. 1 BUBBLER BOX —EXIST. CURB PGA WEST PROJECT SffE VICINITY MAP NOT 10 SCA E OWNER KENT SERVER LEGAL DESCRIPTION LOT 172 OF AMENDED TRACT NO. 29894-2 AS FILED IN BOOK 321 PAGES 56 THROUGH 88, INCLUSIVE OF MAPS RECORDS OF RIVERSIDE COUNTY. CALIFORNIA. ASSESSOR 'S PARCEL NO. 772 -500 -XXX ADDRESS XX -XXX VIA PRESSARO ® AC UNIT _ i NeHF; 5C C\/Ne\ /L `. / D i+'\ 1'., VO. TRB y _�J. 9 :J GS �I ♦ *� ' 'A!f ^ A P IRAGE PREPARED UNDER THE DIRECTION OF: 111 o w • • 76-91 A— 47 D.1T': . L.... W a3ffi8 o a w E a w SLAC L=V C. U.CRSE FX P. GATE 9j070 , • • w M L T = elm. 7.1 -GDM ,i, C., 2LY5U F.x TBtr TT,-�'3 APPROVED BY: RATOOK .ean.�Mlnpn. " L A N M { w • • M • I N • • w •� M • Y w V • V O w • LATE R E N C H NAR N CHRIS A. VOLT EXP. DATE 6 30 Ol 44250 PAD PAD ELEVATION - X BASIS OF BEARING �N THE HIDEAWAY LOT MS. TRAOT 26664-2 FL ROW LINE THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF OF (ARGUE FLOOR T iAli510N5 AppR DATE MADISON STREET SHOWN AS NORTH OT10.26' WEST PER TRACT NO. 21643 AS FILED IN BOOK 203, PAGES 37-50 OF MAPS,RECORDS OF RIVERSIDE L044Aaa OOMdMTES 17AAw+0� FAIN@ GB GRADE BREAK Y w'Fu(aE9 PANE RIVERSIDE COUNTY, CALGORNIA, FF FINISHED FLUOR { �OINT AT 5'1,7M,,S AS ]} REQUIRES THAT ALL PERSONS PLANNING TO CONDUCT EXCAVATION FG FlNISHED GRADE s�+ MUST NATIVE A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR FS FINISHED SURFACE i `� (ltnlj to EXCAVATION PHO, IF PRALPCN, THE AREA TO 8E EXCAVATED SHALL BE 11 COY" �2 DELINEATED. NUMBER WILL BE GIVEN UPON SUCH TC - TOP OF CURB +a 'T�`. r N - - 1 HOUT RICH NOTIFICATION WITHOUT WHICH ANY PERMIT DIRECTIVE GIVING HI I/a ERF INN. (OBRA) D. PERMISSION t0 EXCAVATE SHALL BE IGNORED. NUMBERS HP RICH POINT II _ X j — 2' 12' MN. m, MMS N,VERIFFORTIONPERSONS EXPIRE IN ib DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING 0,21 , , - - EXCAVATION SHOULD MEED THE UTILITY COMPANIES AT THE JOB SITE. FOR ED MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION EXTRA DEEP FOOLING ALS NEEDED) X _- ECL" % 'S`JD` CENTER. GULDEN WALL SECTION X -X CONCRETE DRIVEWAY APPROACH 1L UNDERGROUND SERVICEALERT 3030 SATURN STRREET,ET,SUITE zcD S .......... EXISTING SEWER BREL LA 92621 (800) 22]-2600 NI —' EXISTING WATER MAIN N . EXISTING SEWER LATERAL TO REMAIN PL '- .---. PROPOSED SEWER LATERAL cAflALE STEM WALL z MH - - EXISTING SEWER LATERAL TO BE REMOVED 1—SOE +a40 AWp y ® N z IRRONOCl2 COX.O gL SAL D DWELLING i vT . = y o IXPoSE9 �'i�V = s = i IN EXISTING AIR RELEASE VALVE „� !/ 'q, is m n ,� tl A% V, n Ix sxsD / FLBGa ,i_,_ rwru !? ^ulx. -- _ EXISTING FIRE HYDRANT 2; MW.o 1 T MTI' -- EXISTING WATER SERVICE TO REMAIN J' Mw. \'^;r_ •-- sX V `w'L- 1 R/. ELEVATION My p E - EXISTING WATER SERNICE To BE REMOVED FOOTING � SIDE YARD 6 P NIX. F EXISTING IRRIGATION SERVICE � 3D�R LGWES' sWILE TAD EXTRA'DEPrH TOOTING UNLESS OMETI .W1AMD TEM N cur+ yN SICALELL REAR YARD O J SWALE MONTE$H0. TYPICAL SWALE DETAIL TO END TYPICAL SWALE DETAIL qjq N.T.B. UNDERGROUND UTILITIES ALL UNDERGROUND UTI HILI CH S qucrURE REPORTED BY THE OWNER OR oMEres am THOSE snOlvN ON T: IFLQRDS EXAMINED ME INDICATED WITH THEIR APPEORIMATE L `GAION All LATENT. THE LINER, BY ACCEPTING THESE YINJS OR PYRDCEEOING "NTH IMPROVEI,NR PURSUANT THERETO AGREE TO A55 D TO HDD UNLESS GOLD HARMLESS FOR ANY SAVAGES .HESULTING FRC.-XISTENCE OF UNDE,*GRGUND UTILITIES OR SRUCTURES NOT HER TO ThE UNDEFENDED, NOT INDICATED UR HO1VN ON THE RECORDS MERMAID. M PROTECTCTOH IS REQUIRED TO TAKE DV PRECAUiOWRY UTILITIES SHED, To CONTRA THE UTLIT A OR SMVCTURE$ HOWN AND ANY OTHER OR STRUCTURES - D T THE SITE R SEOUL BE NNTRACTOURD RESPONSIBILItt M NOT Y' THE O LIMA DE THE UTILITIES OR SIRUCTURCS CONC.3NED DEFORE STA2TNG WORH. PRIVATE ENGINEERING NOTE CONSrqucTD4 CONTRAcrvR AGREE TI AT IN ACCOROANGE mM GENERALLY NONFAT`coNSlRucTON PW CIIGEs CDNsrqucTCN cDNTGcroR WILL BE WO'LPER TD ASSUME SOL, AND cURFLEE RE5PCNSIBILIIT NOR JOB SITE CONDITIONS STRING THE COVES[ OF NSTRUCi CN OF ME PROJECT. INCLUDING SAFETY .DF AL PERSONS N D TESTILY. THAT TH5 REODIREMENT SHALL BE MADE 1C APPLY CBNTINUGULLY AND NOT BE LIMITED 10 NORMAL WORKING HOURS. MO CCNSTRUGTION CON'. WICTOR FURTHER AQWEG TO DEFEND, INDEMN FY ANN HOLO MUCH PROFESIONAL FION WRIT ME ANY AND ALL IAB LIIY..FEAT OR ALU ,D. IN CONNEC�M LESS THE PERFORMANCE Cl RK ON THIS PR ELT. EXGEPIING FAULTY ARSNG_P771 FROM THE RULE NEGLIGENCE OF M -IFN PROFESONAL _ i NeHF; 5C C\/Ne\ /L `. / D i+'\ 1'., VO. TRB y _�J. 9 :J GS �I ♦ *� ' 'A!f ^ A P IRAGE PREPARED UNDER THE DIRECTION OF: 111 o w • • 76-91 A— 47 D.1T': . L.... W a3ffi8 o a w E a w SLAC L=V C. U.CRSE FX P. GATE 9j070 , • • w M L T = elm. 7.1 -GDM ,i, C., 2LY5U F.x TBtr TT,-�'3 APPROVED BY: RATOOK .ean.�Mlnpn. " L A N M { w • • M • I N • • w •� M • Y w V • V O w • LATE R E N C H NAR N CHRIS A. VOLT EXP. DATE 6 30 Ol 44250 " "W- O!Y WW u oa.6TA •VAT• M: EmEaoPF•LL C1 SHD_ Y. IiF�SHTS. �N THE HIDEAWAY LOT MS. TRAOT 26664-2 iAli510N5 AppR DATE DESIGNED BY, DINWN BY: _,ETKED BY: L044Aaa OOMdMTES 17AAw+0� FAIN@ Z \65700\PGYLOT 169-OLB00 12-09-04 170 PE=10-11 1 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE JOSE OR STRUCTURES REPORTED BY E O DR R ORIF M WTER GENERALLY ON AGREES THAT IN ACCORDANCE WITH EFALL DN THE EXAMINED ARE INDICATED wlTn ACc CONS CIIO OR DE ACCEPTED CONSTRUCTED EPTE¢ rau N PRACTICES CONSTRUCTION caNrRPGi COL TENT, FL `ATION qWD EXTENT, THE OWNER, BY ACCEPTING OB ID ASSUME SOLE ANDSU COMPLETE RESPONSIBILITY TH FPR JOB SITE HED INC WITH PURSUANT THERETO AGREES CDND S D i ECT ITION DURING HE COURSE OF CONSTRUCTION OF THE PROJECT CONDITIONS TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING s REOUIREMEST Dwc AFErc OF ALL PERSONS AND PROPERrr: THAT mlx :HIDN UNDERGROUND U NOT NCE OF UNDERGROUND UTILITIES ON BEHALFWGRC BE IMOE TO APPLY CONTIN VO U S LY AND NOT BE LIMITS] i0 NORMAL ONOTESULTURES ON THE RECORDS ,T.BIFROGNS NUB INDICATED OR DUE GLEE IS i0 TANS DUE PRECAUTIONARY WORNIN6 NOEMNI AND D HOLD UDESIG CONTRACTION FUSCLUEORMI OPS FROM iO DEFEND, INDEMNITY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM LITIES R SHOWN AND SHOWN AND ANY OTHER THE OTIA OR STRUCTURESIT ANY AND ALL L1481WOR REAL OR ALLEGED. IN CONNECTION ON WIRY NE FOUND AT THE sITE. R SHALL BE CONTRACTOR'S AFEE PERFORMANCE OF WORK ON THIS RI T EXCEEDED LWDIIIIV ARISING FY FY THE OWNERS OF THE UTILDIES OR STRUCTURES FROM ME SOLE NEGLIGENCE OF DESIGN PROFEssIONAL. DESIGN PREPARED UNDER THE DIRECTION OF: FDE R DATE: o Y E r` LY 0 0 x STAN C. M sE EXP. lE 9 OS 'fin - R.C.E.B � No. 20596 m a � Er. 9 -30 -OS m APPROVEDED BY. P i Mf c L IVI �A O DATE: 168 PE=1009. L11Kwww• 1010 M O w • ■ wO O K 1 N • O IN Y L T S fMO1KwtK• D 5 10 20 SCALE: V, = 10' BENCH MARK: PD -103-3-70 ID, 1 1/4" oA.I.P. FIRED WE CONE. IN 5" OE, CONS. CDMA@ DN. 0.6. 330' NORM OF C.L 1M. OF WASHINGTON STREET & 52nd AVENUE & 52' SOUTH OF PPIR 969270. ELEV, 540.110 CONTOUR BAND IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATNE NUMBERS. 19-9°° A—Fus Al WAII O ONlOIN1L Suke YO9 Le CA °iY63 QnV C2 5I1T. PREG9E CdRADNO PLANRICO -- V aloe: >BO ->f1-4016 ° a THE HIDEAWAY 2 { s o w v ■ ,row • LOT 1180, TRACT 29804-2)OF_5H - CAM�BIRL D\LOT 169-02.dwo 12-09-2004 T- 4. 3-3' 5-6' 7 -4 - FAMILY ROOM 14-0• - 3'-3' T-9• 2'-g' RETREAT 1/2' cJ e w m ' q RR 0 6 2 J-8.1 12 0'. 13'-0• T -0 1-6'b' 3'Ig 6{ 2 8' 3' '2- 17'-9' 1 9' OUTDOOR LIVING m 0 0 0 QWDER * T Ti - T m I - - - - - - - - rI I al m 2'-9' 1'-9' -1•-0' __-- 15'-6' ]'-4• W T —63. �. 26-6. B-�� 'TAU g; -d' f2'-0' 5'-6' �, 3'-0' 13'_8• - —� 3g -6 - - 94'-0' E 3a ' FIRST FLOOR DIMENSION PLAN FLOOR RATIOS FIRST FLOOR 4580 SF rZ SEGOND FL004// U88 9F 1188 SF / 4580 BF • 25.9% REVISIONS THIS OCOMENTGONTAHB INIALEMATION PPOPR2TMY TO EP.H PoIBTMLRTECI9 ANO L4 PORN&1m RGONFOEIICE FOR �E MTF➢ PURPOSE OF EVIlJAi OX BOON) OR S OOGOMEM OR ITS LzI MAY HOT OE U3EO Fdi THEOTHER PORD& LOSE) TO NRERe WITHOUT MPOSE PRIOR WRrtTEN CONSENT OP(.E�OUTI COARTMCHIMaTS ALL RIGH78 RESERVE) Y CGPRIGHT 20W CAMPBELL RESIDENCE THE HIDEAWAY 169 -CUSTOM LOT LA QUINTA, CA JOB. 03022 SOUTH COAST ARCH ITECTS,INC. 13 GO o-te Plaza. 3WIe 210 Newport BaeG4 CaIRo"" 92660 19491 ]20-]022 FIRST FLOOR DIMENSION PLAN awe RE wre. 12 2404 .I 1/4' = 1'-0' Jeh: CAMPBELL 03022 F E 0 94-0 29 -e' -- . - 1B 6•3' a... 6 / _. p_ _ O _ OF {` 1 9f 3-tt• fi 4-t• -1' 4 5 3 9 '- _ _. - - t Gtr r 1 1 z'-o•fi )'-a• 3'-3' 6 3 i'-3' 3-0' 1'-3' )'-a' 16-6' 9-6 1-0'-I _ — _ t- I f VOLUME O/ FAMILY / T-7 1/2'_ .4 1/2' 1-7 1/2' o\ 3'-0' L /-1 5-7 1/2' VOLUME O/ FAMILY ON I o 'i VOLUME O/ KIT�'HEN � ! _— -- -< BARm LATH 4 _— DESK m ..FAUN ATTIC CESS Q 0. 4•-2.-p-6• 5' 0• �' )'-w• r 4'-0• _ 9._6• 1'-6• f.. 1. I GAME ROOM m a of MEDIA m VOLUME O/ DININIG -]'-fl' 1'-O' 3'-0' 9' -ID' --/- 6-T - 4 fi fi �'. -. — -T �3 CAD DECK N L�l - ER IT m IN 3'-6_ '. 0' 6 3'-0'. 6 3'. 0' 3'. _6' 1-6' 2'-11' JJ216 6 -0 6 10 1/2 9'-fi 1/2• 6'-)' fi'-0' 'lk - _ _. —.. m fob b IL VOLUME 0./ LIVING VOLE �n 2sIN O/ F YER i� I y m m TO N --------- 24'-6' -�-- 39._6. - 14._6•. 6-0. r E o SECOND FLOOR DIMENSION PLAN FLOOR RATIOS I SECOND FLOOR -- - 1188 3F — 1188 SF / 4580 SF - 25.9% i HEVISION3 THIS DOCUMENT CONTAINS INFCFNBNOV PROPRE O SOUTH COAST APG8TECT9 AND IS FUiROODED IN0 E IRA IFR LIMITED 6 F EVALUATON 51DOING OR THIS DOCUMENT OR ITSCCONTI MAY NOT BE LSEC FOR ANY OTHER PURPOSE OR DISCLOSED TO OTHERS WORNADT THE PROD RrtTEN CON6FM C£S IH COART ARCHITECTS P.L- RI6H76RESEAREOC COPYROHI CAMPBELL RESIDENCE TH- DA'4'/AY 1669 -CUSUM LOT IA QUINTA, CA JOB. 03022 SOUTH COAST ARCHITECTS, INC, 13 D ID1 6LIL6 213 Y E 1 gen 1 I1 nO 92tiE0 '5491) P022 BE I �a-24aa� n�/oB \firer, wLA eoe'�/ SECOND FLOOR DIMENSION PLAN EA'" My IlE ER4.04 /4•fiMM U CAMPHELL 03022 �1® T-7 1/2'_ .4 1/2' 1-7 1/2' 6'-5 1/2' 3'-0' L /-1 5-7 1/2' A ry ❑ RR I m ON I o 'i VOLUME O/ KIT�'HEN � ! _— -- -< BARm LATH 4 _— DESK m ..FAUN ATTIC CESS Q 0. 4•-2.-p-6• 5' 0• �' )'-w• r 4'-0• _ 9._6• 1'-6• f.. 1. I GAME ROOM m a of MEDIA m VOLUME O/ DININIG -]'-fl' 1'-O' 3'-0' 9' -ID' --/- 6-T - 4 fi fi �'. -. — -T �3 CAD DECK N L�l - ER IT m IN 3'-6_ '. 0' 6 3'-0'. 6 3'. 0' 3'. _6' 1-6' 2'-11' JJ216 6 -0 6 10 1/2 9'-fi 1/2• 6'-)' fi'-0' 'lk - _ _. —.. m fob b IL VOLUME 0./ LIVING VOLE �n 2sIN O/ F YER i� I y m m TO N --------- 24'-6' -�-- 39._6. - 14._6•. 6-0. r E o SECOND FLOOR DIMENSION PLAN FLOOR RATIOS I SECOND FLOOR -- - 1188 3F — 1188 SF / 4580 SF - 25.9% i HEVISION3 THIS DOCUMENT CONTAINS INFCFNBNOV PROPRE O SOUTH COAST APG8TECT9 AND IS FUiROODED IN0 E IRA IFR LIMITED 6 F EVALUATON 51DOING OR THIS DOCUMENT OR ITSCCONTI MAY NOT BE LSEC FOR ANY OTHER PURPOSE OR DISCLOSED TO OTHERS WORNADT THE PROD RrtTEN CON6FM C£S IH COART ARCHITECTS P.L- RI6H76RESEAREOC COPYROHI CAMPBELL RESIDENCE TH- DA'4'/AY 1669 -CUSUM LOT IA QUINTA, CA JOB. 03022 SOUTH COAST ARCHITECTS, INC, 13 D ID1 6LIL6 213 Y E 1 gen 1 I1 nO 92tiE0 '5491) P022 BE I �a-24aa� n�/oB \firer, wLA eoe'�/ SECOND FLOOR DIMENSION PLAN EA'" My IlE ER4.04 /4•fiMM U CAMPHELL 03022 �1® y ;v N 0 0 0 OUTDOOR LIVING g 1%] lil �1 SEE LANDSCAPE PLAN r IIT) L -J FIRST FLOOR REFERENCE PLAN FLOOR PLAN NOTES 4) REFER TO THE GENERAL NOTES SHEETS FOR THE GENERAL CONSTRUCTION METHODS AND CONDITIONS. W REFER TO THE TITLE -24 CALCULATIONS SHT. M-2 FOR EQUIPMENT SPECEQATQN AND REQUIREMENTS. CI ALL GLAZING SHALL COMPLY WITH THE CALIF. BUILDING CODE AND LOCAL ORDINANCES, REFER TO THE TITLE -24 CALCULATIONS, SHT. M-2 FOR THE REQUIRED -U-VALUE' OF ALL GLAZING. DI ALL EXTERIOR DOORS OF CONDITIONED SPACE SHALL BE FULLY WEATHER STRIPPED. EI OCCUPANCY SEPARATION. PROVIDE 5/0' TYP. 'X' GYPSUM BOARD FOR t HOUR CONSTRUCTION AS PER CDC, SEC. 302,4 EX C: 3 5/8''TYPE''X' GYP. BO. SHALL BE INSTALLED ON THE WALLS AND CEILINGS ADJACENT TO LIVING SPACE AND ALL WALLS AND POSTS SUPPORTING THE HORIZONTAL PORTION OF THE ONE HOUR SEPARATION. FI PROVIDE EMERGENCY EXIT DOOR OR WINDOW FROM SLEEPING ROOMRD NET CLEAR WINDOW OPENING AREA SHALL BE NOT LESS THAN 5.7 SO, FT. 1821 SQINI MIN NET WINDOW OPENING HEIGHT DIMENSION, 24' CLD, MIN NET WINDOW OPENING WIDTH, 20' CLP. FINISHED SILL HEIGHT MAX. 44' ABOVE FLOOR. CBC 310.4. GI DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. IN VERIFY ALL ROUGH OPENING SIZE FOR WINDOWS, DOORS. AND SKYLIGHTS JI REFER TO T-24 REPORT SHT M-2 FOR INSULATION REQUIREMENTS IN WALLS, FLOORS AND CEILINGS. KI ALL INSULATION SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 76 AND A SMOKE DENSITY NOT TO EXCEED 450 (PER CBC 2802.3). LI FIXED APPLIANCES ARE REQUIRED TO BE SECURELY FASTENED IN PLACE. NI ALL EXTERIOR WALLS TO BE 2X5 MINIMUM. SEE THE STRUCTURAL FRAMING PLANS FOR ADDITIONAL INFOPMATIDN. R COMBUSTIBLE MATERIALS NOT BE PLACED LESS THAN B' FROM THE FIREPLACE OPENING CBC3102 SF P) EXCEPT FOR FIREPLACE THAT OPEN TO THE EXTERIOR OF THE BUILDING, THE HEARTH SLAB SHALL BE READILY DISTINGUISHABLE FROM THE SURROUNDING OR ADJACENT FLOOR. SO %O WINDOW SEE SHEET A4.0 S XX DOOR SEE SHT A4.0. TI COMBUSTION AIR FROM THE OUTSIDE COMBUSTION AG OPENING SHALL BE COVERED WITH CORROSION -RESISTANT SCREEN OF 1/4MESH. U) SEE SHEET A4.0 FOR INTERIOR AND EXTERIOR DOOR ELEVATIONS. KEYNOTES O DOUBLE ISLAND SINK W/ GARBAGE DISPOSAL, AS SELECTED PROVIDE POWER TO DISPOSAL AS REQUIRED. 2, DISHWASHER AS SELECTED:( 24' WIDE X 24' DEEP W/ AIR GAP I VERIFY DIMENSIONS W/ MANUFACTURER, 3. REFRIGERATOR/FREEZER SPACE: 36' CLD, VERIFY DIMENSIONS W/ MANUFACTURER, PROVIDE PLUMBING FOR ICE -MAKER (RECESSED BOX IN WALL) & INSTALL OUTLET AT HOT AS REGO BY MANUF. 4, RD' GAS RANGE AS RFI FC.TED WITH TDP VENTING DOOR ABOVE. HRI MIN, 24' CLP TO HOOD. 5, BUILT-IN MICROWAVE OVEN AS SELECTED: VERIFY DIMENSIONS W/ MANUFACTURER PROVIDE POWER AS REGO, BY MANUFACTURER S. KITCHEN ISLAND: REFER TO INTERIOR DESIGN DRAWING AND CABINET SHOP DRAWINGS, T. BUILT-IN PANTRY W/ ADJUSTABLE SHELVES, B. WINE CHILLERS BELOW, AS SELECTED BY OWNER VERIFY DIMENSIONS W/ MANUFACTURER. PROVIDE OUTLET AT HOT AS REO'0 BY MANUFACTURER, 9. WET BAR SINK AS SELECTED. 10. UNDER COUNTER REFRIGERATOR : 24' WIDE AS SELECTED, VERIFY OINFUSIONS W/ MFR, PROVIDE PLUMBING FOR ICE -MAKER (RECESSED BOX IN WALL) 8 INSTALL OUTLET AT HST AS REO'D BY MANUF, 11, 46' ISOKERN MODULAR MASONRY FIREPLACE W/ FACTORY -BUILT, CLASS 'A' METAL FLUE. INSTALL PER MANDF SPECS. DTL 4/ADB. 12. 46'X36' HI SEE-THRU ISOKERN MODULAR MASONRY FIREPLACE W/ FACTORY -BUILT CLASS A' METAL FLUE, INSTALL PER MANUF SPDOS , SEE DTL 4/ADO. 13. 36' PPE -FPB METAL FIREPLACE BY SUPERIOR VF -4000 VENT FREE. (OR OTHER APPROVED) PROVIDE FUEL GAS W/ SHUT-OFF VALVE INSTALL PER ICBG 5159. 14. 18' HI PLATFORM W/ SPA TUB AS SELECTED. PROVIDE MOISTURE RESISTANT SURROUND. INSTALL PER ICBG 5159. 15. LOT- MDPPED SHOWER PAN (SEE PLAN FOR SIZEI MIN. 34' FROM FO, TO CENTER OF THE DAM. W/ 2X BUILT-UP DAM AND MOISTURE RESISTANT SURROUND AT WALLS MIN, 70' ABV. FLOOR DRAIN INLET. PROVIDE APPROVED TEMPERED GLASS SHATTERPROOF ENCLOSURE PEO 0.5.0, SHOWER PAN TO BE INSPECTED UPON COMPLETION OF HOT'MOPPING AND SHALL BE FILLED W/ WATER FOR INSPECTION. PROVIDE MINIMUN SHOWER DOOR WIDTH OF 22'. 16. WET AREA- 4' RAISED WOOD PLATFORM W/ TILE FINISH 17. TOILET AS SELECTED: CENTERED IN 30' MIN, WIDTH CLO. SPACE W/ 24' CLP FLOOR SPACE IN FRONT OF TOILET, 1B. SHELF AND POLE (POLE AT 5-6'1. SEE DTL 12/ADS. i9. DOUBLE SHELF AND POLE (HIGH POLE AT 6'-6', LOW POLE AT 3'-0'I 20. DRYER SPACE: PROVIDE VENT TO OUTSIDE AIR PER C.B.C. PROVIDE GAS 8 POWER AS REQUIRED. 21. WASHER SPACE: PROVIDE PLUMBING CONNECTION (WASTE 8 WATER) RECESSED BOX IN WALL, 22. LAUNDRY SINK, AS SELECTED, PROVIDE PLUMB AND DRAIN AS RED'D. 23. OCCUPANCY SEPARATION, SEE FLOOR PLAN NOTE 'E'. 24. 1 HR ASSEMBLY FOR GARAGE CEILING (2) LAYERS 1/2' TYPE 'X' GYPSUM BOARD APPLIED PERPENDICULAR TO CEILING FRAMING. INSTALL PER GA FILE NO. FC 5512 OF THE GYPSUM MANUAL. 25. OLMTANKLESS WATER HEATERS. HINNAI MODEL 2532 FFq COMBINE IN QW CK CONNECT MILTI-SYSTEM. INSTALL PER MANUF. SPECS. 26. AC CONDENSER ON CONCRETE PAD: VERIFY PAD SIZE 8 LOCATION. 27. LINE OF SOFFIT ABV. SEE REFLECTED CEILING PLAN FOR HEIGHT. 28. ATTIC F,A.U: PROVIDE COMBUSTION AIR AND CONDENSATE LINE TO OUTSIDE. PROVIDE NIGHT SETBACK THERMOSTAT: SEE T-24 REPORT S SHEET M-1 FOP SIZE AND MODEL. SEE OTL 2/AD5. 28. 30' X 30' ATTIC ACCESS, PROVIDE PLATFORM AND UTILITIES TO hTTIC FRU. SEE UTILITY PLAN. ZEE DTL 1/AD5, 30. PREFAB RECESSED ART NICHE. INSTALL PER MANE SPEC. 31. LOW WALL 32. PEDESTAL SINK AS SELECTED 33. SHOWER SEAT, SEE OTL TA/A05 34. EXTERIOR BRICK VENEER. SEE EXTERIOR ELEVATIONS 35. EXTERIOR STONE VENEER. SEE EXTERIOR ELEVATIONS 36, INTERIOR STONE / BRICK VENEER SEE INTERIOR ELEVATIONS 3Z. CEILING FAN COIL PROVIDE COMBUSTION AIR AND CONDENSATE LINE TO 03T3fOE. PROVIDE MGHT SETBACK THERMOSThT. SEE T-24 REPORT 8 SHEET M-1 FOR SIZE AND MODEL. REVISIONS THIS OCUUMENF WNTAIN9 mWRMATION PHORRETARY TO GO. COAST ARCHITECTS AND IS FURNISHED IN CMFlOENCE R TOE LIMITER PUPPDSE OF EVALUATION, BIDDING OR THIS DOCUMENT OR ITS CONN NU MAY NOT CE USED RON OTHER PURPOSE ORDISCLOSECTOOTOEESINTNDUT ixE PgroA LRTHT CGNSB1i tt, WI )MFT NgMECtS ALL RIGHTS RESERVEp t; fAPMIGHi 30W CAMPBELL RESIDENCE THE HIDEAWAY 169 -CUSTOM LOT LA QUINTA, CA JOB. 03022 SOUTH COAST ARCH ITECTS,INC. 13 Corporate FIFE , SUIt. 210 Newport BOaUR C011f.,F., 92660 19491 720-7022 Q FIRST FLOOR REFERENCE PLAN E -By 1/4' = 1'-0' Jm. CAMPBELL U.. A1.3 SQUARE FOOTAGE FIRST FLOOR : 4468 SF SECOND FLOOR 886 SF TOTAL LIVING 5354 SF GARAGE 517 SF CART : 112 SF OUTDOOR LIVING 766 SF DECK : 84 SF 1 TOTAL S.F. UNDER ROOF: 6832 SF REVISIONS THIS OCUUMENF WNTAIN9 mWRMATION PHORRETARY TO GO. COAST ARCHITECTS AND IS FURNISHED IN CMFlOENCE R TOE LIMITER PUPPDSE OF EVALUATION, BIDDING OR THIS DOCUMENT OR ITS CONN NU MAY NOT CE USED RON OTHER PURPOSE ORDISCLOSECTOOTOEESINTNDUT ixE PgroA LRTHT CGNSB1i tt, WI )MFT NgMECtS ALL RIGHTS RESERVEp t; fAPMIGHi 30W CAMPBELL RESIDENCE THE HIDEAWAY 169 -CUSTOM LOT LA QUINTA, CA JOB. 03022 SOUTH COAST ARCH ITECTS,INC. 13 Corporate FIFE , SUIt. 210 Newport BOaUR C011f.,F., 92660 19491 720-7022 Q FIRST FLOOR REFERENCE PLAN E -By 1/4' = 1'-0' Jm. CAMPBELL U.. A1.3 B 2,3 A 23 B 2.S E D A D1 Al D A3.0 D C1 pt D SECOND FLOOR REFERENCE PLAN 1 FLOOR PLAN NOTES AI REFER TO THE GENERAL NOTES SHEETS FOR THE GENERAL CONSTRUCTION METHODS AND CONDITIONS. 01 REF Efl TO THE TITLE -24 CALCULATIONS SHT. M-2 FOR EQUIPMENT SPECIFICATION AND REQUIREMENTS. CI ALL GLAZING SHALL COMPLY WITH THE CALIF, BUILDING CODE AND LOCAL ORDINANCES, REFER TO THE TITLE -24 CALCULATIONS. SHT. M-2 FOR THE REQUIRED 'U -VALUE' OF ALL GLAZING. 01 ALL EXTERIOR DOORS OF OONDITIBNED SPADE SHALL BE FULLY WEATHER STRIPPED. EI OCCUPANCY SEPARATION PROVIDE 5/8' TYP. 'X' GYPSUM BOARD FOR 1 HOUR CONSTRUCTION AS PER CBA, SEO. 302.4 E%0" 3 5/B' -TYPE' '%' GYP, 80. SHALL BE INSTALLED ON THE WALLS AND CEILINGS ADJACENT TO LIVING SPACE AND ALL WALLS AND POSTS SUPPORTING THE HORIZONTAL PORTION OF THE ONE HOUR SEPARATION. FI PROVIDE EMERGENCY EXIT DOOR OR WINDOW FROM SLEEPING TOURIST. NET CLEAR WINDOW OPENING AREA SHALL BE NOT LESS THAN 5.7 80. FT (821 60 IN.) MW NET WN00W OPENING HEIGHT DIMENSION, 24' CLS. MIN NET WINDOW OPENING WIDTH, 20' CLT. FINISHED SILL HEIGHT MAX. 44' ABOVE FLOOR. CBC 310.4. GI GG NOT SCALE DRAWING WRITTEN DIMENSIONS TAKE PRECEDENT OVER $GALE. H1 VE IIFY ALL ROUGH OPENING SIZE FOR WINDOWS, DOORS, AND SKYLIGHTS. JI REFER TO T-24 REPORT BHT M-2 FOR INSULATION REOUIPEMENTS N WALLS, FLOORS AND CEILINGS. KI ALL INSULATION SHALL HAVE A FLAME SPREAD RATING NOT TO E%GEED 75 AND A SMOKE DENSITY NOT TO EXCEED 450 (PER CBC 2602.3) U FIXED APPLIANCES ARE REQUIRED TO BE SECURELY FASTENED IN PLACE, M) ALL EXTERIOR WALLS TO BE 2x6 MINIMUM. SEE THE STRUCTURAL FRAMING PLANS FOR ADDITIONAL INFORMATION. N) COMBUSTIBLE MATERIALS NOT BE PLACED LESS THAN 6' FROM THE FIREPLACE OPENING ICBC31027EH P) EXCEPT FOR FIREPLACE THAT OPEN TO THE EXTERIOR OF THE BUILDING, THE HEARTH SLAB SHALL BE READILY DISTINGUISHABLE FROM THE SURROUNDING OR ADJACENT FLOOR. 'A O% WINDOW SEE SHEET AAA SI %% DOOR BEE BHT A6.0, TI COMBUSTION AIR FROM THE OUTSIDE. COMBUSTION AIR OPENING SHALL BE COVERED WITH CORROSION -RESISTANT SCREEN OF 1/4' MESH. U) SEE SHEET A4.0 FOR INTERIOR AND EXTERIOR DOOR ELEVATIONS KEYNOTES EL DOUBLE ISLAND BINK W/ GARBAGE DISPOSAL, AS SELECTED PROVIDE POWER TO DISPOSAL AS REQUIRED. 2. DISHWASHER AS SELECTED(( 24' WIDE X 24' DEEP W/ AIR GAP I VERIFY DIMENSIONS W/ MANUFACTURER. 3. REFRIGERATOR/FREEZER SPACE: 36' GET, VERIFY DIMENSIONS W/ MANUFA 0TUHER. PROVIDE PLUMBING FOR ICE -MAKER (RECESSED BOX IN WALL) S INSTALL OUTLET AT HOT AS REED BY MANUF, 4. 60' GAC RANGE AB SELECTED WITH TOP VENTING HOOD ABOVF. DBI MIN, 24' CLR TO H000. S BUILT-IN MICROWAVE OVEN AS SELECTED, VERIFY DIMENSIONS W/ MANUFACTURER. PROVIDE POWER AS REO'D. BY MANUFACTURER. 6. KITCHEN ISLAND: REFER TO INTERIOR DESIGN DRAWING AND CABINET BOOP DRAWINGS. 7, BUILT-IN PANTRY W/ ADJUSTABLE SHELVES. 8. WINE CHILLERS BELOW. AS SELECTED BY OWNER VERIFY NRI WE MANUFACTURER. PROVIDE WTLET AT HOT AS REO'D BY MANUFACTURER. 9. WET BAR SINK AS SELECTED, 10. UNDER COUNTER REFRIGERATOR : 24• WIDE AS SELECTED, VERIFY DIMENSIONS W/ MFR. PROVIDE PLUMBING FOR ICE -MAKER (RECESSED 0 C IN WALL) 8 INSTALL OUTLET AT HGT AS RED'D BY MANUF, 11 45')BORDEN MODULAR MASONRY FIREPLACE W/ FACTORY -BUILT, CLASS 'AMETAL FLUE, INSTALL PER MANUF SPECS, OTE 4/ADB, 12. 46'%36' HI SEE-THRU ISOKERN MODULAR MASONRY FIREPLACE W/ FACTORY -BUILT CLASS 'A' METAL FLUE. INSTALL PER MANUF SPECS. SEE DEL 4/ADB. 13, 36' PRE -FAB METAL FIREPLACE BY SUPERIOR : VF -4000 VENT FREE. OR OTHER APPROVED) PROVIDE FUEL GAS W/ SHUT-OFF VALVE INSTALL PEP ICBO 5159. 14. DF Al PLATFORM W/ SPA TUB AS SELECTED. PROVIDE MOISTURE RESISTANT SURROUND. INSTALL PER ICBG 5159. 15. HOT-MOPPEO SHOWER PAN (SEE PLAN FOR BREI MIN. 34' FROM F.O. TO CENTER OF THE DAM, W/ 2% BUILT-UP DAM AND MOISTURE RESISTANT SURROUND AT WALLS MIN. 70' ABV, FLOOR BRU N INLET. PROVIDE APPROVED TEMPEREO GLASS SHATTERPROOF ENCLOSURE PER C.B_C. SHOW Efl PAN TO BE INSPECTED UPON COMPLETION OF HOT - MOPE I NO AND SHALL BE FILLED W/ WATER FDR INSPECTION. PROVIDE MINIMUN SHOWER DOOM WIDTH OF 22'. 18. WET AREA- 4' RAISED WOOD PLATFORM W/ TILE FINISH 17. TOILET AS SELECTED( CENTERED IN 30' MIN. WIDTH ELF, SPACE W/ 24' CLR FLOOR SPACE IN FRONT OF TOILET. 1B. SHELF AND POLE (POLE AT 5'-6'I. SEE OTL 12/ADA. 19. DOUBLE SHELF AND POLE (HIGH POLE AT 6'-6'. LOW POLE AT 3'-0'I 20. DRYER SPACE: PROV ICE VENT TO OUTSIDE AIR PEP CB.C. PROVIDE GAS 8 POWER AS REQUIRED. 21, WASHER SPACES PROVIDE PLUMBING CONNECTION (WASTE IT WATERT RECESSED BOX IN WALL, 22. LAUNDRY SINK, AS SELECTED, PROVIDE PLUMS AND GRAIN AS PEQ'D. 23. OCCUPANCY SEPARATION, SEE FLOOR PLAN NOTE 'E'. 24. 1 HR ASSEMBLY FOR GARAGE CEILING- (2) LAYERS 1/2' TYPE A GYPSUM BOARD APPLIED PERPENDICULAR TO CEILING FRAMING, INSTALL PER GA FILE NO. FC 5512 OF THE GYPSUM MANUAL. 25. DUALIANKLE83 WATER HEATERS. RINNAI MODEL 2532 LFTCOMBINE IN GUICK CONNECT MILTI-SYSTEM. INSTALL PER MANUF. SPECS. 26, AC CONDENSER ON CONCRETE PAD. VERIFY PAD SIZE 8 LOCATION. 27. LINE OF SOFFIT ABV. SEE REFLECTED CEILING PLAN FOR HEIGHT. 28, ATTIC FAA: PROVIDE COMBUSTION AIR AND CONDENSATE LINE TO OUTSIDE. PROVIDE NIGHT SETBACK THERMOSTAT. SEE T-24 REPORT 6 SHEET M-1 FOR SIZE AND MODEL. SEE DLL 2/A05. 29. 30' % 30' ATTIC ACCESS, PROVIDE PLATFORM AND UTILITIES TO ATTIC FAM. SEE UTILITY PLAN. SEE DIL 1/AD5. 30, PREFAB RECESSED ART NICHE, INSTALL PER MANF SPEC, 31. LOW WALL 32. PEDESTAL SINK . AS SELECTED 33. SHOWER SEAT. BEE DLL 14/AD5 34. EXTERIOR BRICK VENEER, SEE EXUTUYCA ELEVATION$ 35. EXTERIOR STONE VENEER. SEE EXTERIOR ELEVATIONS 36. INTERIOR STONE / BRICK VENEER SEE INTERIOR ELEVATIONS 37. GELLING FAN COIL: PROVIDE COMBUSTION AIR AND CONDENSATE LINE TO OUTSIDE. PROVIDE NIGHT SETBACK THERMOSTAT. SEE T-24 REPORT 8 SHEET M-1 FOR SIZE AND MODEL. REV 191CNS THIS 000UMEW CUNTAINS INFORMANOR =Ra PRIETNry TO 9RUTH WAST AAC IPAQTS AND FWRNIARED IN CorvFlOFNCE FOR TRE LIMBED PURPOSE OF EVALUATION, 3 EIND OR IA WCUUENTCR IUIFl ENTSMAYNOTSEUSE➢POR ANY O FOR PURPOSE ORRISSLOSEDTOOTHCRS'NITHOUT TME PRIOR ANITT NCCRAINT OFSOUTHCOASTARcwTEms AURCHTSREARFOOD C COPmlcnTmd CAMPBELL RESIDENCE THE HIDEAWAY 169-CUSTQOA '_OT LA QUINTA, CA I JOB. 03022 SOUTH COAST ARCHITECTS, INC. 13 Co,ornE FIFE, ViLo 2'O U,FrO ]Each C a 92660 )Orn [9491 7204022 SECOND FLOOR REFERENCE PLAN IVAN CA CAMPBELL ImNo- MIA ELEVATION NOTES W. A) CGENERAL NOTES SHEETS FTHE GENERAL CONSTRUCT ION METHODS AND CONDITIONS, BI REFER TO OPENING FLASHING DETAILS 2/AD2.1 FOR > MINIMUM FLASHING REQUIREMENTS FOR MANUFACTURED - - WIND WS. PETER 70 OPENING FLASHING DETAIL 2IAN.D FOR MINIMUM FLASHING REQUIREMENTS FOR MANUFACTURED DOORS. p]"� _ C ..� s •.._ CI ALL GLAZING SHALL COMPLY WITH THE CALIF. BUILDING _ G �� -� 0`' CODC AND IO SLOCAL FOO THEA EQUIREDFU A UE OF GLAZN TOP PLATE ® U "-v G. ^ -R D) ALL EXTERIOR DOORS OF CONDITIONED SPACE SHALL BE P 11 ��� FULLY WE iHEfl iflIPPEO. Yr E AppFASECTIONS TIONL INFORMPTION ON iAND OPPLAN FOR EELEVAT OS f TOP PLATE - _ _ _ _ _ _ _ _ _ — _ F) FORFINAL GRADE MAND SITE DRAINAGE DRAWINGS 3 FINISH 10 FILE TD'=� a - _ 01 ALL SST07IHE POOP AND WINDOW HEADS ARE ATB 0' TC'--'�� - � _ l� -. UNLESS Oi HERWISE NOTED ON THE ELEVATIONS OR PLANS. FIN FILE H) REFER TO THE COLOR AND MATERIAL BOARD FON EXTERIOR TOP PLATE _ _ • - �� FINISH COLORS AND SAMPLES. _ _ _ ___ _ __ 1 _ _ l _ _ _ - _-�_T _ _-_ I14' -D: - - G• _� TOP PLATE AT.'J) EXPOSED EAVES: 1x6 TBG v -GROOVE STARTER DOaRO, GARAGE 10' SEE ROOF DETAILS. _W TOP PLATE _ _ _,. f _ _ 1 I_ w _ _ _ _ _ \ _.. TOP PLAT_ Eby K) SPARK ARRESTORS SHALL JI APPROVED AND SHALL r• y_1• g T• BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. l) ALL VENO OPENINGS SHALLCOVERED WITH 1/4' CORROSION RESISTANT METAL MESH. M) FRAMER SHALL BE RESPONSIBLE FOR O DN WITH H TRESS MANUFACTURER TO ACCOMMOMODATEATE ALL ATTIC VENTBF L A 1 A _ -, -j NI ALL VENTS SHALL BE INSTALLED D U TO MANE THEM WATERPROOF AND WALL MOUNTED LOUVERS SHALL BE SEAMAN O AND LASHED WITH 'DOW INS A THE SAME � PP . MAN OR PRESCRIBED FOR WINDOW INSTALLATION. I ITT l- r T -r --I A_� m- - r _ 1�I II, I / LJ - � P ALL"EXPOSED PLYWOOD TO BE EXTERIOR OPAOE. FIN FLP _ _ _ _ of HOUSE TOP PLATE _-- . -- 15'-B' J TOP PLATE TOP PLATE P TOP -PLATE _ - FIN FLY _ Of HOUSE F W' TOP PLATE m o. m OP PLATE w L POC) AT q. COVERED L 0 FIN FLP A EAST f 11 KEYNOTES O 7/8' PORTLAND CEMENT PLASTER 'SMOOTH TROWELED' FINISH 13- COATI WITH WIRE LATH OVER BUILDING PAPER. 2. CLAY THE ROOFING, SEE ROOF PLAN 3, PLASTER CORNER PRIM. SEE DETAIL 5/ADAD 4, FINISH GRADE VARIES. REFER TO GRADING 8 LANDSCAPE PLANS. 5, SHAPED 6x8 RAFTER TAILS, EQUALLY SPACED, SEE DTT 231.1 • 3 •IN • JA• ■ �T � I� I FIT F_ IT Fff 2P TOP PLATE AT % _—__J TOP LR TP TOP PLATEE A6- AT DECK 7 FIN FILE AT N LEVEL OP PLATE f10'_1• TOP PLATE y_1• Lam' _N FILE_ of HOUSE ELEVATION 11 KEYNOTES O 7/8' PORTLAND CEMENT PLASTER 'SMOOTH TROWELED' FINISH 13- COATI WITH WIRE LATH OVER BUILDING PAPER. 2. CLAY THE ROOFING, SEE ROOF PLAN 3, PLASTER CORNER PRIM. SEE DETAIL 5/ADAD 4, FINISH GRADE VARIES. REFER TO GRADING 8 LANDSCAPE PLANS. 5, SHAPED 6x8 RAFTER TAILS, EQUALLY SPACED, SEE DTT 231.1 SOUTH (LEFT) ELEVATION 12 TDP PLATE x of 0 TOP PLATE TOP PLATE ¢O y,_T. TOP PLATE D'-1' FIN FLF WEST (REAR) ELEVATION 13 I REVISIONS THIS Ni GOMNx4 INFORMATION PROPRIETARY TO SOUTH WART ARGXTEGTS AND W FURNISHED NGONFpERRE FOR THE LIDTED PURPOR OF EVALUATION BI NOOK 9 UMPNT OR RS M BE USED FOR ANYOLDR URFOBE O E R. NRHOVU THEPRIOR VAS FRED ONe Nr m nTECUB AUL RIGHTS RESERVED €..COFYXGH7 AW CAMPBELL RESIDENCE THE HIDEAWAY 169 -CUSTOM LOT LA QUINTA, CA JOB. 03022 SOUTH COAST ARCHITECTS, INC. 13 CO;RN'LIO 1ISz2, 3UIL5 210 Newport 6BaGH, "I"O L'a 92660 1949) 720-7022 EXTERIOR ELEVATIONS F—U, RE Unv 12,24,04 BT.'A 1/4" = T-0' Job CAMPBELL 'EINE 03022 A2.0 REVISIONS THIS EFOUMENTFORTAINS INFORMATION PROPRIETARY TO AR. COAST RANGTECW ANO H T"A'SUEO mLC "UAUE FOR THE LM TEE Pu1WDSE OF EVALUATON AooN OR THIS W UMENT OF RE CONTENDS MAY NOR BE USER FOR OTRER PLRPo SE OR OSELOSEO TO OTHERS WITHOUT THE PRIOR MITTEN CONSENT OF SOULACOVATAIREHIRECTO R RTROHPESERVED cI sHrzma CAMPBELL RESIDENCE THE HIDEAWAY 169 -CUSTOM LOT LA CUINTA, CA JOB. 03022 SOUTH COAST ARCHITECTS, INC. 13 Corporate Plaza. 3ulte 210 Newport 3ESCp, CUllfmHE 32660 (949) 720-7022 EXTERIOR ELEVATIONS CARRY 1/4" = 1-U Job: CAMPBELL mbgo 03022 A2.1 ELEVATION NOTES Al REFER TO GENERAL NOTES SHEETS FOR THE GENERAL CONSTRUCTION METHODS AND CONDITIONS, t6 - D1. 01 REFER TO OPENING FLASHING DETAILS 2/AD21 FCO MINIMUM FLASHING REOU19EMENTS FOR MANUFACTURED WINDOWS, SEVEN TO OPENING FLASHING DETAIL 21ADIO FOR MINIMUM FLASHING REQUIREMENTS FOR MANUFACTURED DOORS, - CI ALL GLAZING SHALL COMPLY WITH THE CALIF. BUILDING CODE AND LOCAL L COMPLY B. WITHTH i0 THE TITLE -24 CALCULATIONS FOR THE REQUIRED 'U' -VALUE OF GLAZING. TOP PLATE AT -2ND FLR R '6' __ _ _ _ _ - _ '� - Y - ^- v _ _ _ _ - Of FULLY ALL EXTERIOR DOORS OF CONDITIONED SPACE SHALL BE I'I,I� IryII I'I'I'�F a5 y PLATE EI F) REFER TALFRINFORMATIONASULGSON IONSEAND ROOFPLAN FOR FIWBH GRADE VARIES REFER TO THE DIVA DRAWINGS _ - -- _ _ __ _ _ 15,_6.TOP FOR FINAL GRADE AND SITE DRAINAGE. GI ALL SSEXTERIOROTHERWISE WISE AND WINDOW HEADS ARE AT PL UNLESS OiXEgW16E NOTED ON THE ELEVATIONS OR PLANS. FIN RR 2 I - - - -" TOP PLATE _ - --- HI J REFER T FINISH CO0 THE LORS AND COLOR ANDESATERIAL BOARD FOR EXTERIOR E%POSED EAVES. 1%6 TSG V -GROOVE STARTEfl ROARO. _ TOP PLATE 10'-P - - 1_ _ T �. - �'� _ - � 21� .�mT'yr - / ya`�p Cpl �� �� � j�l �r'y` 1� � - - -' a _ � t1' -C H SEE K AR DETAILS, SPARK ARRESTORS SHALL UL APPROVED AND SHALL TOP PLATE 3 - �s '� L..I_ f �.� _ 1 - c _ BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS ] Lr L1 ALL VENTOPENOPENINGS SHALL COVERED WITH 1/4'�- CORROSION RESISTANT METAL MESH. FT'� �T C I II {Tl _ _ - 1 .i M1 NI FRAMER SHALL BE RESPONSIBLE FOR COORDINATION WITH TRUSS MAN(iFACr1iRER TO aOCOMMaOATE ALL ATTIC vEniS. ALL VENTS SHALL BE INSTALLED SO AS TO MARE THEM j m WATERPROOF AND WALL MOUNTED LOUVERS SHALL BE SEALEf MANE AND SLASCRIBES WITH 'MI INS A THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATION. dIL� L� PI ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE, �..----_--- _--_ __---_-.-_ _- - --_FIN FL q d 9 NORTH (RIGHT) ELEVATION 14 KEYNOTES O 7/B' PORTLAND CEMENT PLASTER 'SMOOTH TROWELEO' FINISH 13- COATI WITH WIRE LATH OVER BUILDING PAPER. 2. CLAY TILE HOOFING, SEE ROOF PLAN 3. PLASTER CORNER TRIM, SEE DETAIL 51AD4,0 A. PIRESH PARADE VARIES REFER TO GRADING 9 LANDSCAPE PLANS. - 15 5. SHAPED 6xB RAFTER TAILS, EQUALLY SPACED. SEE DTL 23/AD11 D1. TOP PLATE_.—_— ' - - - -•�_-_--_ -___—_ TOP PLATE its -0 ,. f 14 Dt ___._--_._-_-._-- TOP OF PARAPET:12'-0' /q TOP PLATE 9-1" Jt A 1`'9" LL �- - - _ -�:. ��I _ T� TORP5 PLATE B TOP PLATE L III I' �� IF c TRW COURT ��� 4- � -J, a II, � Y Ell T s. FILEr� _.-. L �T H _ I L -.—_— -_--_—__ _—_—_—_— �� -s� - - �} - _ - -I - - —_ --_-_ FIN FILE _.-- _ Of HOUSE _ of HOUSE 2 1D4. 4 D4. Dd, NORTH COURTYARD ELEVATION 5 16 t _ 2 _----�2NDLFTfiB_W TOP PLATE AT '- -�`�- -' - _e -` `"_ TOP PLATE AT DECK r---6 .�L 3 TOPPLATE - 1 FIN _FLR AT E / TOP PLATE. ,. _ - 11'-0' TOP PLATS --- -- -- i� III -fir �y J I�r 5 III r --i III Ba. Irr� III III III I 1I I ITT AI J _ L�=1j Imo_. - -_ N FLR FIN FLfl _ �ot ROUSE _.--�.--.—. -._- __. _-.. _ _-..___-.-_. - _—.I— -_-_ _..--- _ 01FIHOUSE 3 d 2 SOUTH COURTYARD ELEVATION 161 REVISIONS THIS EFOUMENTFORTAINS INFORMATION PROPRIETARY TO AR. COAST RANGTECW ANO H T"A'SUEO mLC "UAUE FOR THE LM TEE Pu1WDSE OF EVALUATON AooN OR THIS W UMENT OF RE CONTENDS MAY NOR BE USER FOR OTRER PLRPo SE OR OSELOSEO TO OTHERS WITHOUT THE PRIOR MITTEN CONSENT OF SOULACOVATAIREHIRECTO R RTROHPESERVED cI sHrzma CAMPBELL RESIDENCE THE HIDEAWAY 169 -CUSTOM LOT LA CUINTA, CA JOB. 03022 SOUTH COAST ARCHITECTS, INC. 13 Corporate Plaza. 3ulte 210 Newport 3ESCp, CUllfmHE 32660 (949) 720-7022 EXTERIOR ELEVATIONS CARRY 1/4" = 1-U Job: CAMPBELL mbgo 03022 A2.1 6 ELEVATION NOTES nevlTROLLS Dt AI G£NEMET NOTES SHEETB FOR SHE GENERAL CONSTRUCTION METHODS AND CONDITIONS. CONS U BI TEFER TO OPENING FLASHING DcTAL3 2/AD21FOR MINIMUM FLASHING REOUPEMENTS FOR GROUP A GTURED > MINDYW5. REFER TO OPENING FLASHING DETAIL 2/AD3a _ - _- y� FOR MINIMUM FLASHING REQUIREMENTS FOR MANUFACTURED DOORS. Y i ar>-11( ALL WITH THE CALIF. BUILDING Cir. _lT fr 14 }I -f 5 GI GLAZING SHALL COMPLY CODE AND LOCAL ORDINANCES. REFER TO THE TITLE -24 D2 / {{ rIF CALCULATIONS FOR THE REQUITED 'U' -VALVE OF GLAZING. kI7s�1- "YislY TOP PLATE i�.... I T ',11rr rL CfV 4f rl \ - r`I -2ND-FLR 8'-6' .F D) AL FULLY%WEATHER-SRS OF CONDITIONED SPACE SHALL BE — -- ' T IIIJJJ TRIPPED. r,{rr LrY rF ti L rY1*t`QE ��yY t, �l EI REFER TO THE BUILDING SECTIONS AND ROOF PLAN FOP — [F r rL{( f IY rr}Iftf f ill.{{NN---- 1Y}� { ADDITIONAL INFORMATION ON THE ELEVATIONS. ,YV r r[ Lhr n nr n r r IT p _ 3 _ f U `l ffY�C FI FINISH GRADE VARIES. REFER R THE CIVIL DRAWINGS rI rJf U OR NAL GRADE AND SITE DRAINAGE. TOP PLATE T � T��- �-r PI - '�- - �_7' cl ALL EXTERIOR DOOR Arv0 wwoow HEADS ARE AT B' -O' fi If 1 6-II-.-ET'�] "SII'-� -rr '�` J- 1 UNLESS oinEPwISE NOTED ON iXE ELEvgTIONS OR PLANS. - - Y -Yit>� - F H) REFER i0 THE COLOR AN ATERIAL BOARD FOR EXTERIOR F 1 I lh II II FIN FLR FINISH COLORS AND SAMPLES. 11X / - - -� 61) Imo_-Y� - - — - - - - - - - - - - - - - J EEE SEDROOF EAVES. Ix6 TflG v -GROOVE STARTER BOAPO. �- _ _ _ _. _ _ - - __ 1 `'i, __._ D4' TOP PLATE i' SEE ROOF DETERS. SOUTH 1-11.1.. o SFuw+ THIS IFESPENTCONTNNS INFORMATION �RCFRI ,A II f �. CE 1tl SPARK ARRESTORS SHALL NU APPROVED SPE SHALL cdm ODYN ,IN T TOP PLATE L- Y 1 I V i _- -_ EST +- TOP PLATE _ r 1 FOR OTHER LxURPOSE ORVCH SEVT .eornlrocn r _ I BE INSTALLED PER THE MANUFACTURERS $PEGIFICATIONS. Xs DOCUMENT Uq iSCOMENiS NAV N]T BE USFD FW UT 9'-1' L) pLL VENT DPENIN DS SMALL BE COVERED WITH 1]4' THE CONSENT op Duro CLASTutc cT L� IL } 1 Y I� Da. 5 coRRosIDN REBISrgrvr MErnL MESH. AT q rvrsusFROF..lClY GXTzaw nr� L Fi L M) FRAMER SHALL BE RESPONSIBLE FOR COORDINATION WITH TRUSS MANUFACTURES TO ACCOMMODATE ALL � ATTIC VENTS. L F f NO ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM -- 1 _� _ WATERPROOF AND WALL MOUNTED LOUVERS SHALL BE L _ SEALED AND FLA IT WITH 'MOISTOP' IN THE SAME MANNER PgESCIiIBED FOq WINDOW INSTALLATION, l�!r _ L P ALL E%POSED PLYWOOD TO BE EXTERIOR DPgDE. [ 1 YSy—_R HN FLR _ _ �Tr 4� �. f.+ Fm FLR .,r. '4 or HOUSE 1i - O1 HOUSE JT` z zD Dn. DS EAST COURTYARD ELEVATION 1 KEYNOTES O i/0' PORTLAND CEMENT PLASTER 'SMOOTH TROWELED' FINISH (5- COATI WITH WIRE LATH OVER BUILDING PAPER. 2 CLAY TILE ROOFING, SEE ROOF PLAN 3. FEASTER CORNER TRIM, SEE DETAIL 5/A040 4. FINISH GRADE VARIES. REFER TO GRADING A LANDSCAPE PLANS. 5. SHAPED 6x0 RAFTER TAILS, EQUALLY SPACED, SEE DTL 23/AOLT 2 i 3 CAMPBELL RESIDENCE THE H.00A9AY 169 -CUSTOM OF LA 6UINTR, CA JOB. 03022 SOUTH COAST ARCH ITECTS, INC. 15 Corporals Ple a, Su,e 210 NawpUrtBeaUM1, - a 92560 1949) ]2D -]u22 EXTERIOR ELEVATIONS OE—E, RE 0`5022 sneer