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MUP 2004-534P x.wR. Coe, / 2 City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 a ECEW D SE 2 7 M OFFICE USE ONLY Case No. MUP 044— 53 Date Recvd. Izilof Fee-4�-- Related Apps.: Logged in by: M!4 q_ CATION FOR MINOR 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 L-0--tncA (Print) MAILING ADDRESS L/ 32 C�e—l9 S o Phone No. 21 Sc 09 CITY, STATE, ZIP: 'J � vk eAs Q. 07 22 ( O Fax No. 1 — k 4 3 PROPERTY OWNER (If different): (Print) MAILING ADDRESS: Phone No. u CITY, STATE, ZIP: Fax No.- CITY- OF LA cluiNTA PROJECT LOCATION: S I' "i00 U �%kk "(-rkA PROPOSED USE AND/OR CONSTRUCTION (Including operational information): a/ (attach sheets if needed) LEGAL DESCRIPTION (LOT & TR -ACT OR A.P.N.): LOT -14 0r—TVA- 24M A18\Minor Use Permit ❑ , Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x 11" sheet or folded down to 8'/2" x I 1". ❑ 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. LCA,-^ LQ-- (Please Print) SIGNATURE OF APPLICANT DATE 9 -Z3 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. , A I Minor Use Permit P.O. Box 1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 October 28, 2004 Lance Alacano 45-432 Delgado Drive Indian Wells, Ca 92210 Ref: Minor Use Permit 2004-534 Dear Mr. Alacano: The Community Development Department has reviewed your revised plans for a Minor Use Permit to establish a casita on your property located at 51- 800 Bonita Trail within the La Quinta Polo Estates and has approved your request subject to the following conditions: 1. Only one guest house (attached or detached) may be established per lot, in addition to the primary residence. 2. The guest house shall be architecturally compatible with the main residence on the property. 3. The height of,the guest house shall not exceed seventeen feet in height avid riot be more than one story. 4. The floor area of the guest house shall not exceed thirty percent of the existing living area of the primary residence and. not result in violation of the lot coverage maximum. 5. There shall be no kitchen or cooking facilities within -the guest house. 6. The guest house shall used only by the occupants of the main residence, their non-paying guests, or domestic employees. 7. The guest house shall not be rented or otherwise occupied separately from the main residence. 8. A deed restriction shall be required for recordation against the property to prohibit the use or conversion of the guest house to a rental unit, a unit for sale, or to add a kitchen or cooking facility. The attached deed restriction shall be signed, notarized and recorded at the Riverside County Assessor's Office by the property owner(s). A copy of the deed restriction shall be mailed back to this Department for our records. 9. The guest house shall be hooked up to the existing sewage disposal system for the property. 10. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 with this office within 15 days of approval of this permit, which is the appeal period established under Section 9.200.120 of the Zoning Code. Should you have any questions or need additional information,. please do not hesitate to contact me directly at (760) 777-7068. Sincerely, OSCAR ORCI, INTERIM COMMUNITY DEVELOPMENT DIRECTOR L4Z�� 4 MARTIN MAGANA Associate Planner C: Building. & Safety Department Project File N -ES"S0 10PRECISE IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BDJII J�-r� QRADING PLAN FRED WARING OR. TRACT NO. 21176 JAI r1 1 A] MILES AVENUE yy �-1' J' J z FOR 3 "' J ID10 LOT 14 80TH. AVENUE AT VICINITY MAP N. T. S. L J s v J_\ 0 X (16. 1 6' HIGH CARE WALL- ELEV ELEV FO FG (1X7) (15.2)x LA QUINTA POLO ESTATES LOT 14 OF TRACT NO. 21176, AS FILED IN MAP BOOK 166/95-97, OFFICIAL RECORDS, SEC. 4, T. 6 S., R. 7 E., S. B. M. GRAPHIC SCALE N00'09'41"E 436.00' - 9) (16.8) 5) BOTTOM 15.30 xBOTTOM 2 P.U.E& DRAINAGE (15.2) SETBACK LINE x(15.3) _ 5.8__ -7-Ts- FS FS k' PRO ANE .y TA K 0 FS 00 ,�. 0 r.'o' r, fp 0 �1 , G J r o00 ' F E ,, m ' H 1O r. rr r V 0_ � N n x Ed Q r .'48.0': • (15.6) (15.2) o U 0 PAD 16.50 ris x(15.5) Q s' 0 0 (1 X 8) (t .B) • (1 FF 17. 0 tAp"r, x 1.ox te_8 C PLANTER "3 18 FS- 1 ,4) O FS m FS (15.8)FF" 1g g FS �- FS FL x ,� •�• (15.8) FS I DECK o FS (16.6) -� FS .'• FL 19 N; ;1.by;3 O 1.0% 1 r1 x(16.7) L T f 4 FS ' FS • •;• PLANTER PAD 16.50 $, E •.' FFA �� PLANTER DROP ( IN FEET ) 1 inch - RO !E. 8' HIGH GARDEN /-- WALL YPlay l•V �I Ln p o c N N `` vona X Trampoline S �6• Ball (15.2) PLANTER Pool (16.1) 0.5X. Beach Entry PLANTER PLANTER PLANTER PLANTER GRASS / LANDSCAPE 1 A (16.6) PLANTER l0 RES 10N x 0. -0.30' DEP 15 7 ORYWELL TG 15.50 50 r Ae.00r (1X5) FS BOTTOM x 17 FL TOP BELOW SHELF 12,50 ELF `SEPTIC - • • r� I.Q. STARYYWELL •. / TANK i . • ' ' • . , OR RANCHO MIRAGE .............. RETENTION .' PLANTER i `� �� \ DRYWELL FAOCq(i TTOM 15.7 ` :+� .. +Z SETBACK LINE FIL 8' HIGH GARDEN F$' r WALL ' r • ' ' ,, PLANTER LANTER .; PLANTER x 16.7) r ELEC.SIND 16. (17.1)x 17 17 8 PLANTER R=930 00 =21 - (1! '2 O TEL.BOX (1z21 .5) 1 3) 48.86 X 2 Reso # �� F.L Y 0 PI:Innin3 COmmisslon_ - [7 iq council T.W. -TOP OF WALL J�L''L,ry':itturui}� Dev. Dept ------------------ PLANTER PLANTER 1_ S' HIGH GARDEN PLANTER 00' 4) r"- x X (13.6) HIGH EN WALL x (14.6) x (15.7) x (14.9) !A X (16.9) 1q /J SECTION A -A '{ QU�j t 7. i) '.' •. - EP 17.6) EP Hifi C p N.T.S. ' EP 17.7 EP 17.4 �� I - ) x (17.7) M EP t 7.4 16.6 f EP 17.9) -r- - � 7.8) _ - - _ 17.6) - - _-- - EP 17.2 �' (1 �� x(16.5) VISTA BONITA x EP 17.4 \. x EP 17.1) i �� IL - x(17.3) ` ~_ `` (EP 16.9 *** UNDERGROUND UTILITIES *** ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUMELIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTIUTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. Coli: TOLL FREE 1-800-227-2600 FOR THE LOCATION OF BURIED UTILITY LINES. DON'T DISRUPT VITAL SERVICES. BEFORE YOU DIG *** NOTE TO DEVELOPER *** THIS GRADING PLAN PROVIDES FOR SIDEYARD AND REARYARD DRAINAGE OF THE 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 ARE MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES PATIOS OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. THE ENGINEER 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. P:\4107 Lot 14\dwg\PGP\4107PGP-L�T14,ciwg 9/27/2004 93019 AM PDT N. GENERAL NOTES: 1. ANY GRADING PERFORMED TO ESTABLISH. OR RE-ESTABLISH 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 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 AND SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4, THIS PLAN 1S 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 LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR GBTAINING ALL REQUIRED PERMITS. S. 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 (9091 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 TCONSTRUCTION OCCURRING ON THE LOTS SHOWN ON ':'HIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE NAND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY 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 IST TO APRIL 30TH MONDAY -FRIDAY 7:00 A.M. TO 5:30 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. MAY 1ST TO SEPTEMBER 30TH MONDAY -FRIDAY 6:00 A.M. TO 7:00 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. OWNER/DEVELOPER: MR. LANCE ALACANO 39-725 GARAND LANE, SUITE "C" PALM DESERT, CA. 92211 TEL (760) 345-7186 FAX (780) 345-1451 SITE ADDRESS: 51-800 VISTA BONITA TRAIL LA QUINTA, CA. 92253 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS TAKEN ALONG THE NORTH LINE OF THE SOUTHEAST 14 SEC. 4, T. 6 S., R. 7 E., FROM THE EAST 'A CORNER OF SAID SECTION 4 WESTWARD TO THE INTERSECTION OF SAID NORTH UNE WITH THE SOUTHEASTHERLY BOUNDARY OF THE COACHELLA CANAL AS SHOWN PER M.B. 112/67-69, BEING N 89'44'16" E. BENCHMARK BENCHMARK: RIV. CO. PD -109-70 A CHISELLES SQUARE ON THE SOUTHEAST WINGWALL OF THE CANAL BRIDGE ON AVENUE 50, APPROX. 45' WEST OF MADISON STREET ELEV.- 27.941 (NVGD 29) LEGAL DESCRIPTION LOT 14 OF TRACT NO, 21176, FILED IN MAP BOOK 166, PAGES 95-97, OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. ASSESSOR'S PARCEL NO. 772-280-014 EARTHWORK QUANTITIES (FOR PERMIT USE ONLY - SEPARATE PERMIT FOR POOL) RAW CUT 0 C.Y. RAW FILL 0 C.Y. LEGEND H.P, - HIGH POINT F.G. - FINISHED GRADE F.F. - FINISHED FLOOR F.S. - FINISHED SURFACE PAD - PAD ELEVATION T.C. - TOP OF CURB Owed by'. Reso # �� F.L - FLOWUNE 0 PI:Innin3 COmmisslon_ - [7 iq council T.W. -TOP OF WALL J�L''L,ry':itturui}� Dev. Dept J 1-a T.F. -TOP OF FOOTING Initials . � Case iVo. ^•-- ��� --- T.P. - TOP OF PAVEWtNT Exhibit jlVith Conditions G.B. - GRADE BREAK T.G. -TOP OF GRATE INV. - INVERT OF PIPE T•TTTTTTTTT- - PROPOSED DRAIN GRATE - PROPOSED PVC OR DIP PIPE .- - PROPERTY UNE -�••--+- - FLOWLINE X (854.7) - EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION Left Elevation Lance & Lish Alacano 45-432 Delgado Drive Indian Wells, CA 92210 Cell: (760) 275-9091 Front Elevation MAX"WHIUNT _---------------------_----- Rear Elevation Exterior Materials 1. Clay Roof Tile w/ Random Boost 2. Smooth Stucco 3. Stucco o/ Foam Trim 4. Wood Roll -Up Garage Door 5. Wood Shutters 6. Shaped Wood Rafter Tails 7. Shaped Wood Outlookers 8. Precast Concrete Columns 9. Clay Barrel Tile 10. Precast Concrete Finial 11. Prec4st Concrete Trim 12. Decorative Iron 13. Iron Gate 14. Brick Chimney Shroud 15. Decorative Metal Light FixttFe 16. Decorative Ceramic; Tile 17. Terra Cotta Pavers 18. Brick 51-800 Vista Bonita Trail La Quinta, CA 92253 Lot 14, Tract #21176 Right Elevation Guest House Scale: 3/16" 1'- 0" PEKAREK-CRANDELL, Inc. architecture - planning 31872 camino capistrano, suite100 9491487-2320 san juan capistrano, ca. 92675 fax 949/ 487-2321 6-16-04 7-9-04 #04-14 6of6 r-------------------------------- ATTIC SPACE #I 1020 50. FT. Am M 11 RID6E I RIDGE CLOAKED 5 - _ VENT (TYF) ----------e------- 1 (Trp) I 2 _ &7 �!� - J RAKE (TYP) L 1l� _lam �117171111/l1l/I!�:E17K2IaTL�J ff I INDICATES D-3 STUCCO SOFFIT (TYP.) 6.1. RAIN G.I. RAIN EAYP DIYERTER DIVERTER ROOF PLAN SCALE= It8'■I'-m' T RIGHT ELEVATION 9l:AI P. 1/4"=V-0" THESE SECTION SCALE: 1/4'. ■ I'-0' 12'-4" I 5'-1" 94'-4" O o O D' d�"'If 111111 ,�� "IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfItIIIIIII JIIII ��:� C,JIIIG�IIIIIIII{111111-�� :11111111 Ur I� I! O rMA I, 3 � -9" 9'-2" i INDICATES 2 x 6 STUDS Do (YPI A 630 1680 56/4.55.F. T U= 98/4. --t 4 O Bedroom •0 LEFT ELEVATION 5CALEt 1/4"=I' -O" .1 s-ruRE ADTs-AIRE LEAD i FOR CEILjb fAN - 6F , a O I �T FOR CEWS FAN D ylea 1 ,r UN P3 i Ili i 15 1 I Ib Q r WAR I \x - X / SOFFIT �� 18 l i r 1 69 m l 'T ll� i& 3 1 1 `14ii eneKe 1! 3 5 4 I �:.' 11111111{IIIIU{III{{{1UNIII1111" --�.�� "YIII111111111111111111N1111'i Illtllllll : - _'9,1'1111 • 111; • .:. - - � 200 AMP. SCIS PANEL T GEf4'6 i0 4 , O Garage T' ((j 2 -LAYERS T AT CEIL'6 1 r "X" AREA __1 ' ci ra Veranda, 9----�-\------- - - - - - - - -- TO TI NOTE: VERIFY ADDITIONAL ELECTRICAL AITH LANDSCAPE PLANS ,01, &,�,: 21_0" g, 0„ 21�" 51-5" I61_2" 32,_0" 551-0" FLOOR PLAN + UTILITY & SOFFIT PLAN SCALE: 1/4' x I'-0' AREA TABULATION GUEST SUITE 544 S.E. GARAGE 478 S.F. VERANDA 288 S.F. ,RAIVVCLL, nvt, �, wRrvrcaft stat -MAXIMUM HEIGHT -----------------------,-- - --- A I I 2 PAD -- ALT , 1121 I �4aI� . • Q 51 it b D-2 2 12 26 D-2 4 - - - - - - - - - - - - - -D-4---- REAR ELEVATION ter■ tai 10 14 D-2 12 D-2 SCALE: 1/4"=I' -O' SLAB LAYOUT NOTES FLOOR PLAN NOTES CHANGE M SLAB HEIGHT, SEE PIAN FOR DIh1ENSION THE DEVELOPER 16 SOLELY RESPONSIBLE FOR SELECTION OF ALL INTERIOR FIXTURES, APPLIANCES AND THEIR INSTALLERS. lT IS EXCLUSIVELY THE DEVELOPER'S RESPCN6I5LTIY TO VERIFY, APPROVE AND SUPERVISE THE INSTALLATION OF ALL INTERIOR FIXTURES AND APPLIANCES PER MANLFACIURER'S SPECIFICATION, UBC. AND LOCAL CODES. 1 FIRST FLOOR PLUM15NG FIXTURE L 40 GAL WATER HEATER (GAS FIRED) WITH CIRCULATION PUMP. USE NON -RIGID CONNECTION, T`P. _!- STRAP FOR LATERAL BRACING ON IS' HIGH PLATFORI. 2 CERAMIC TILE SHOWER PAN AND WALLS 70 8'-8' PROVIDE CLEAR TEMPERED GLASS FRONT ELEVATION NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O. SCALE, 1/4"=i' -O" r r TOP Or- CONCRETE FCONCRETE CURB TO ALIGN WITH TOP OF HOUSE SLAB lPil2,-0" L 81_011 2,_0" 1,1 61-01, 20_0„ 81-011 121-01, 4 9'-5" t 1c '-2" I S,_= Ol -01, {, 32'-O" 291-0" �r 591-8" ARCHITECTURAL SLAB LAYOUT NOTE: REFER TO STRUCTURAL ENGINEER'S PLAN FOR STRUCTURAL SLAB REQUIREMENTS SCALE: 1/4' V-0' SEAS. rfseov"a,.cR m la sac ra.arvn lu common taw co proprty ngPu H, tYwYa pl, roe to"ralaroaucM, aq 2'-b" 1 - STRUCTURED WIRING PANEL (FOR TELEPHONE, TV, DATA & SECURITY) BUILDER TO SUBMIT ALL "OR EQUAL" SUBSTITUTIONS FOR APPROVAL TO THE CITY OF LA QUINTA PRIOR TO INSTALLATION. D-4 STRUCTURED WIRING OUTLET (FOR TELEPHONE, TV, DATA & SECURITY) NATE: ALL INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 24 AND A SMOKE DENSITY NOT TO EXCEED 450 PER U.B.C., SECTION. SECTION NOTES GLAZING WITHIN 24" OF DOOR, GLAZING WITHIN 18" OF FLOOR, GLAZING GENERAL NOTES Fl� - - -ma�yy- - "1 ENCLOSURE AND TOWEL BAR � 3. TOILET: 30' CLEAR MINIMUM. ANpTHEIRCONlFIGURATIONS. L PROVIDE ONE 04 RESAR (EXTRA) IN FOUNDATION FOOtUJCs FOR ELECTRICAL GROUND. 4. SHELF AND POLE THE OWNER/BUILDER HAS SELECTED "PATEL-BURICA & ASSOC., INC." AS 2. VERIFY LOCATION OF ELECTRICAL I•ETER WITH ELECTRICAL CONTRACTOR 5. DRYWALL OPENING. 2 x PRESSURE TREATED DOUGLAS FIR SILL. CALCULATIONS FOR ALL STRUCTURAL ITEMS, INSTALLATION SHALL BE PER 2. PROVIDE 43 RESAR • 12' FROM CORNERS AND 24' O.C. AT ALL CONCRETE STOOPS 6. LINE OF FLOOR MATERIAL CHANGE. 5. 3 x 8 SHAPED RE/6 EXPOSED RAFTER TAILS • 24' O.C. W/ 2 x 4 MID -SPAN BLKYx AND PORCHES. 1. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD. SEE PLAN FOR LOCATIONS. •� 1. 3. REFER TO OOS STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATICNS FOR tER' 8. IV -0'x S'-0' WOOD SECTIONAL ROLL -UP GARAGE DOOR p TO VERIFY, APPROVE AND SUPERVISE INSTALLATION OF ALL ROOFING, ALL STRUCTURAL REQUUIRE1*1£NT6. VERIFY ALL INFORMATION WITH OLLNETY6 3 LINE OF STUCCO SOFFIT. ! LINE OF HEADER (SEE FRAMING PLAN) GEOLOGICAL ENGINEER'S REPORT, 10. RECESSED MEDICINE CABINET. 1. (EGRESS) THE OWNER/BUILDER'S SELECTED WINDOW MANUFACTURER 12• R•19 BATT INSULATION AT EXTERIOR WALLS 1' FOAM 11. F.A.U. ON 3/4' PLYWOOD F'LATFOIRM. PROVIDE COMBUSTION AIR AND CONDENSATE LINE TO R-3ID BATT INSULATION AT CEILING FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 14. V2' CDX SOLID ROOF SHEATHING. OUTSIDE PER UMC/ CMC SEC. 309, PROVIDE SETBACK THERMOSTAT AND SUMMER PAN S. EXTERIOR ONE -COAT STUCCO SYSTEM 20". WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR 16. SWITCH, SEE T-24 CALCULATIONS FOR ADDITIONAL WO;R MATTON. VARIES h. PRE FABRICATED WOOD TRU66E9 AT 24' OC. BY TRIM MANUFACTURER 12. A/C CONDENSER • VERIFY LOCATION. 1/2' COX PLYWD SHTrx O/ 2 x 6 T 4 G EXPOSED SHEATHING AT SLOPING CEILING. Ar NOTE: ALL WINDOWS TO BE VINYL WINDOW LEGEND 1''• 14. 36, HIGH BASE CABINET, ZEE INTERIOR ELEVATIONS. 15' DEEP UPPER CABINET ABOVE. SLAB ALL AIR DUCTS PENETRATING SEPARATION WALLS OR CEILINGS BETWEEN ALL WINDOWS TO BE DUAL PANE GALVANIZED METAL WEEP SCREED. - - 4 SLAB DESIGN BY OTHERS 15. SINGLE KITCHEN OW WITH GARBAGE DISPOSAL. 5. FG FIXED GLASS M/O MULLED OVER AT ARCH TOP ® 16. UNDER COUNTER REFRIGERATOR VERIFY SIZE WITH MANPACTUF2 6 SPECIFICATIONS. n GB GLASS BLOCK 0/ OVER 12. THE PHASE: "OR APPROVED EQUAL" REFERS TO ANY EQUIVALENT, 11. CERAMIC TILED SEAT IN SHOVER SLOPE TO DRAIN SH SINGLE HUNG RS ROLLER SHADE ET ELUPSE TOP ® I8. 71'x30' Atte ACCESS. R. SL SUDER CS CASEMENT TO TEMPERED GLASS XOX SLIDER/FIXED/SUDER HR HALF ROUND IT 6 x 8 DECORATIVE WOOD RE/S OUTLOOKER dJ = DECORATIVE CERAMIC TILE. = UTILITY SYMBOLS DOORNO PRECAST CONCRETE TRIM 1. ALL DOORS 70 BE HOLLOW CORE 1 3J8' THK., U.N.D. INTERIOR RND ROUND ® tV - 2. ALL EXTERIOR DOORS TO BE SOUD CORE, 1 3/4" THK., U.N.O. 26. TERRA COTTA PAVERS. L.IGHTWwEXHAUST FANS 3. 'SGD/TG" INDICATES: SUDING GLASS DOOR, TEMPERED GLASS. OV OVAL ® 111 4."FR/TG" INDICATES: FRENCH DOOR, TEMPERED GLASS. NOTE: THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE SELECTION OF ALL DOORS, WINDOWS ® ROUND RECESSED LIGHT FIXTURE AND THEIR INSTALLERS. IT IS EXCLUSIVELY THE DEVELOPER'S RESPONSIBiUiY TO VERIFY, APPROVE -AND -SUPERVISE INSTALLATION OF ALL DOORS AND WINDOWS PER MANUFACTURER'S SWITCHES SPECIFICATIONS, CALIFORNIA BUILDING CODE AND LOCAL CODES. SINGLE PULL SURTC 4 f (VP (Y 3 -WAY SUATC 4 T.P.3 jrlF/1 DIMMER SWITCH - - r SLAB TOP--\ ROOF NOTES ATTIC VENTILATION 1 ATTIC SPACE #1 OUTLETS TYPE: CLAY "S" TILE 23 ROOF VENT REQUIREMENTS 6'-b" I'-9" 1 ,_l, ,_O MANUF.: MCA ft ImvDUPLEXCONY.OUTLET D-1 Attic area- 1020 sq. T I.C.B.O. JI: ER -4202 AtticOreo/300= 3.4 sq. ft. v 4.35 x 144= 490 sq. m (j` 110V IR HOT OUTLET install roofing per mfgr.'s attic ventilation required Totspec.' s. Verify requirements for wind tabs with mfgr.'s spec.'s and 90 4 490 sq. in. GROUND FAULT INTERRUPTED DUPLEX OUTLET Is- local building dept. Note: 50% of required ventilation l L---- ----- -.12 to be located in the upper 1/3 of roof with remainder to be provided qL{p MAT14EFPROOF GROUND FAULT INTERRUPTED OUTLET Ae e_L TOP OF Indicates 3.5 roof pitch -- _ - by eove venting. CONCRETE CURB O JUNCtIGN BOX (J -SOX) Indicates stucco soffit ROOF VENTILATION PROVIDED GENERAL ELECTRICAL. _ unless noted All eaves to be 24" (typical) unless vents � ELECTRICAL MAIN 200 AMPERES AND SHUTOFF LOCATION otherwise Use 3 x 95 net free area w 285 sq. in. SIZE AND EXACT LOCATION BY ELECTRICAL CONTRACTOR Model no. PV50001 (CLOAKED) HARD INTO ELECTRICAL (WITH BATTERY j All rakes to be 0 (typical) unless noted Total upper provided 285 eq. in. ® BACK- P) ALARM SOUND SACK -UP) ALAFi1M SHALL SO,ND M ALL ZLEEPING A1FEA8 otherwise The Developer is solely responsible r�-L_�� L.� PUSH BUTTON for selection of all roofing, flashing, LOWER VENTILATION PROVIDED 32�� CHIS weatherproofing and their installers. R is exclusively the Developer's Use 3 x 95 net free area - 285 sq. In. responsibility to verify, approve Model no. PV50001 (CLOAKED) I► -.H TELEPHONE and supervise installation of all _ roofing, flashing, ond'g Total lower provided 285 sq. in. 1>4 TELEVISION JACK per manufacturer's spec.'s and the TOTAL VENTILATION PROVIDED 570 sq. in. U.B.0 and local codes. WATER NOTE: 140M BIBS WITH SHUT CFF AND ANTI -SIPHON DEVICE ALL FOAM COLUMNS, POT SHELVES AND TRIM TO BE MANUFACTURED AND SUPPLIED BY. �_ HOSE BIBS AND ANTI -SIPHON DEVICE APACHE PRODUCTS.CO. SIERRA CONCRETE DESIGN, INC. 905 23RD. AVE. DR 1150 WEST TRENTON '4 COLD WATER STUB FOR ICE MAKER MERIDIAN, MISSISSIPPI 39301 ORANGE, CALIFORNIA 92867-3536 PHONE:(1-800)-777-3707 PRONE 714-744-9583 STRUCTURED WIRING NOTE r r TOP Or- CONCRETE FCONCRETE CURB TO ALIGN WITH TOP OF HOUSE SLAB lPil2,-0" L 81_011 2,_0" 1,1 61-01, 20_0„ 81-011 121-01, 4 9'-5" t 1c '-2" I S,_= Ol -01, {, 32'-O" 291-0" �r 591-8" ARCHITECTURAL SLAB LAYOUT NOTE: REFER TO STRUCTURAL ENGINEER'S PLAN FOR STRUCTURAL SLAB REQUIREMENTS SCALE: 1/4' V-0' SEAS. rfseov"a,.cR m la sac ra.arvn lu common taw co proprty ngPu H, tYwYa pl, roe to"ralaroaucM, aq 2'-b" 1 - STRUCTURED WIRING PANEL (FOR TELEPHONE, TV, DATA & SECURITY) BUILDER TO SUBMIT ALL "OR EQUAL" SUBSTITUTIONS FOR APPROVAL TO THE CITY OF LA QUINTA PRIOR TO INSTALLATION. D-4 STRUCTURED WIRING OUTLET (FOR TELEPHONE, TV, DATA & SECURITY) NATE: ALL INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 24 AND A SMOKE DENSITY NOT TO EXCEED 450 PER U.B.C., SECTION. SECTION NOTES GLAZING WITHIN 24" OF DOOR, GLAZING WITHIN 18" OF FLOOR, GLAZING THESE ARE AMMITECTURAL SECTIONS ONLY. AS SUCH THEY ARE INTENDED TO Fl� - - -ma�yy- - "1 BUILDING DEPARTMENT REVISION � STRUCTURAL ENGINEERS DRAWNGS FOR ALL REQUIRED STRUCTURAL ELEMENTS GENERAL PLAN NOTES: ANpTHEIRCONlFIGURATIONS. L CONCRETE SLAB. THE OWNER/BUILDER HAS SELECTED "PATEL-BURICA & ASSOC., INC." AS 2. CONCRETE PORCH SLAG SLOPE TO DRAIN. THE STRUCTURAL ENGINEER OF RECORD. REFER TO THEIR DRAWINGS AND 3. 2 x PRESSURE TREATED DOUGLAS FIR SILL. CALCULATIONS FOR ALL STRUCTURAL ITEMS, INSTALLATION SHALL BE PER 4. 2 x 6 STNS AT 16' O:C, UNLESS NOTE OTHERLME. THE 2001 C.B.C. UNDER THE SUPERVISION OF THE OWNER. 5. 3 x 8 SHAPED RE/6 EXPOSED RAFTER TAILS • 24' O.C. W/ 2 x 4 MID -SPAN BLKYx THE OWNER/BUILDER HAS ELECTED TO BE SOLELY RESPONSIBLE FOR THE 6. 2 x 4 FURRING AT 24' Oa SELECTION OF ALL ROOFING, FLASHING, WEATHERPROOFING AND THEIR 1. (2) 2 x TOP PLATES. INSTALLERS. IT IS EXCLUSIVELY THE OWNER/BUILDER'S RESPONSIBILITY 8. 2 x BLOCKING TO VERIFY, APPROVE AND SUPERVISE INSTALLATION OF ALL ROOFING, 9 ,Tp FLASHING, AND WEATHERPROOFING PER MANUFACTURER'S SPECIFICATIONS, ! LINE OF HEADER (SEE FRAMING PLAN) U.B.C. AND LOCAL CODES. 1/2GYPSUM BOARD AT WALLS AND CEILING, UNLESS NOTED OTHERWISE. 1. (EGRESS) THE OWNER/BUILDER'S SELECTED WINDOW MANUFACTURER 12• R•19 BATT INSULATION AT EXTERIOR WALLS 1' FOAM SHALL PROVIDE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE FRAMIN& (1YP) R-3ID BATT INSULATION AT CEILING FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 14. V2' CDX SOLID ROOF SHEATHING. 24". THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE S. EXTERIOR ONE -COAT STUCCO SYSTEM 20". WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR 16. EXTERIOR ONE -COAT STUCCO SYSTEM OVER HI-RISB LATH. VARIES h. PRE FABRICATED WOOD TRU66E9 AT 24' OC. BY TRIM MANUFACTURER ABOVE THE FLOOR, U.B.C. SEC. 310.4. 19. 1/2' COX PLYWD SHTrx O/ 2 x 6 T 4 G EXPOSED SHEATHING AT SLOPING CEILING. Ar HOUSE • GE0 BY ALL AIR DUCTS PENETRATING SEPARATION WALLS OR CEILINGS BETWEEN 3. SHOWER HEADS SHALL BE CERTIFIED TO USE A MAXIMUM OF 2.5 GALVANIZED METAL WEEP SCREED. GALLONS PER MINUTE. 4 SLAB DESIGN BY OTHERS - SLAE3 SLAB DESIGN OTHERS 5. MANUFACTURER APPROVED GALVANIZED METAL TERMINATION CAP)SPARK ARRESTOR UNLESS DIMENSIONED OTHERWISE, � vAR1� n & I lit' x 31/2' FOAM TRIM WITH STUCCO COLOR COAT OVER 12. THE PHASE: "OR APPROVED EQUAL" REFERS TO ANY EQUIVALENT, 12. -1J o q 4 R. PRECAST CONCRETE FINIAL BY 'SIERRA CONCRETE DESIGN',OR EQUAL. IT 6 x 8 DECORATIVE WOOD RE/S OUTLOOKER dJ = DECORATIVE CERAMIC TILE. = I t PRECAST CONCRETE TRIM tV 4 26. TERRA COTTA PAVERS. 21. 16'-0' X 8'-0' WOOD ROLL -UP GARAGE DOOR - VERIFY VERTICAL ROUGH OPENING, 111 f (VP (Y e OF TGOONGRETE CURB - - r SLAB TOP--\ 4 1 HOUSE 6'-b" I'-9" 1 ,_l, ,_O Is- --------- L---- ----- - � TOP OF � _ -- CONCRETE CURB _ • TO ALIGN WITH TOP ;t OF HOUSE SLAB r r TOP Or- CONCRETE FCONCRETE CURB TO ALIGN WITH TOP OF HOUSE SLAB lPil2,-0" L 81_011 2,_0" 1,1 61-01, 20_0„ 81-011 121-01, 4 9'-5" t 1c '-2" I S,_= Ol -01, {, 32'-O" 291-0" �r 591-8" ARCHITECTURAL SLAB LAYOUT NOTE: REFER TO STRUCTURAL ENGINEER'S PLAN FOR STRUCTURAL SLAB REQUIREMENTS SCALE: 1/4' V-0' SEAS. rfseov"a,.cR m la sac ra.arvn lu common taw co proprty ngPu H, tYwYa pl, roe to"ralaroaucM, aq 2'-b" 1 - STRUCTURED WIRING PANEL (FOR TELEPHONE, TV, DATA & SECURITY) BUILDER TO SUBMIT ALL "OR EQUAL" SUBSTITUTIONS FOR APPROVAL TO THE CITY OF LA QUINTA PRIOR TO INSTALLATION. D-4 STRUCTURED WIRING OUTLET (FOR TELEPHONE, TV, DATA & SECURITY) NATE: ALL INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 24 AND A SMOKE DENSITY NOT TO EXCEED 450 PER U.B.C., SECTION. SECTION NOTES 4. GLAZING WITHIN 24" OF DOOR, GLAZING WITHIN 18" OF FLOOR, GLAZING THESE ARE AMMITECTURAL SECTIONS ONLY. AS SUCH THEY ARE INTENDED TO i BUILDING DEPARTMENT REVISION REPRESENT THE GENERAL CONFIGURATION OF THE BUILDING, SEE OWNER'S STRUCTURAL ENGINEERS DRAWNGS FOR ALL REQUIRED STRUCTURAL ELEMENTS GENERAL PLAN NOTES: ANpTHEIRCONlFIGURATIONS. L CONCRETE SLAB. THE OWNER/BUILDER HAS SELECTED "PATEL-BURICA & ASSOC., INC." AS 2. CONCRETE PORCH SLAG SLOPE TO DRAIN. THE STRUCTURAL ENGINEER OF RECORD. REFER TO THEIR DRAWINGS AND 3. 2 x PRESSURE TREATED DOUGLAS FIR SILL. CALCULATIONS FOR ALL STRUCTURAL ITEMS, INSTALLATION SHALL BE PER 4. 2 x 6 STNS AT 16' O:C, UNLESS NOTE OTHERLME. THE 2001 C.B.C. UNDER THE SUPERVISION OF THE OWNER. 5. 3 x 8 SHAPED RE/6 EXPOSED RAFTER TAILS • 24' O.C. W/ 2 x 4 MID -SPAN BLKYx THE OWNER/BUILDER HAS ELECTED TO BE SOLELY RESPONSIBLE FOR THE 6. 2 x 4 FURRING AT 24' Oa SELECTION OF ALL ROOFING, FLASHING, WEATHERPROOFING AND THEIR 1. (2) 2 x TOP PLATES. INSTALLERS. IT IS EXCLUSIVELY THE OWNER/BUILDER'S RESPONSIBILITY 8. 2 x BLOCKING TO VERIFY, APPROVE AND SUPERVISE INSTALLATION OF ALL ROOFING, 9 2 x EAVE BLOCKING, FLASHING, AND WEATHERPROOFING PER MANUFACTURER'S SPECIFICATIONS, 10, HEADER (SEE FRAMING PLAN) U.B.C. AND LOCAL CODES. IL 1/2GYPSUM BOARD AT WALLS AND CEILING, UNLESS NOTED OTHERWISE. 1. (EGRESS) THE OWNER/BUILDER'S SELECTED WINDOW MANUFACTURER 12• R•19 BATT INSULATION AT EXTERIOR WALLS 1' FOAM SHALL PROVIDE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE 13. R-3ID BATT INSULATION AT CEILING FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 14. V2' CDX SOLID ROOF SHEATHING. 24". THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE S. EXTERIOR ONE -COAT STUCCO SYSTEM 20". WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR 16. EXTERIOR ONE -COAT STUCCO SYSTEM OVER HI-RISB LATH. RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT NO MORE THAN 44" h. PRE FABRICATED WOOD TRU66E9 AT 24' OC. BY TRIM MANUFACTURER ABOVE THE FLOOR, U.B.C. SEC. 310.4. 19. 1/2' COX PLYWD SHTrx O/ 2 x 6 T 4 G EXPOSED SHEATHING AT SLOPING CEILING. 2. WATER CLOSETS SHALL BE CERTIFIED TO USE A MAXIMUM OF 1.6 GALLONS PER FLUSH. 10. ALL AIR DUCTS PENETRATING SEPARATION WALLS OR CEILINGS BETWEEN 3. SHOWER HEADS SHALL BE CERTIFIED TO USE A MAXIMUM OF 2.5 GALVANIZED METAL WEEP SCREED. GALLONS PER MINUTE. 4 BRICK CHIMNEY SHROUD. 4. GLAZING WITHIN 24" OF DOOR, GLAZING WITHIN 18" OF FLOOR, GLAZING DATE i BUILDING DEPARTMENT REVISION SHOWER OR BATHTUB DOOR AND ENCLOSURES, SHALL BE TEMPERED U. U.B.C. SECT. 2406. ELEVATION NOTES 5. SINK FAUCETS TO USE A MAXIMUM OF 2.2 GALLONS PER MINUTE. a rl THE DEVE-OPER I., S?L._, Y RESPONSIBLE FOR ALL EXTER'OR ^ 6. LAVAP;;R ( FAUCETS S TO USE A MAXIMUM OF 2.2 GALLONS PER MINUTE. INSTALLERS. IT IS EXCLUSIVELY THE DEVELOPER'S RESPONSIBILITY TO VERIFY, APPROVE AND SUPERVISE INSTALLATION OF ALL EXTERIOR MATERIALS PER MANUFA_ URER'8 7. ALL SHOWER AND TUB/SHOWER CONTROL VALVES SHALL BE EITHER SPECIFICATIONS, U.S.G. AND LOCAL CODES. A PRESSURE BALANCE OR A THERMOSTATIC MIXING VALVE. ALL EXPOSED EXTERIOR WOOD TO BE RESAtiN FINISH. 8. CAULK ALL JOINTS WHERE PLUMBING FIXTURES CONTACT WALLS OR FLOORS. L CLAY TILE ROOFING W/ RANDOM 80087. - 9. BATHTUB DRAINS SHALL BE PROVIDED WITH NON -SLIP -JOINT TRAP. 2. EXTERIOR ONE COAT SYSTEM ('LA HAMA' OR EQUAL) INSTALL PER CBA. SECTIONS 1402, 2506 AND 2508. (SMOOTH FINISH) 10. ALL AIR DUCTS PENETRATING SEPARATION WALLS OR CEILINGS BETWEEN 3. GALVANIZED METAL WEEP SCREED. GARAGE AND LIVING AREA TO BE 26 GA. MIN. PER UBC SEC. 302.4 EX.3. 4 BRICK CHIMNEY SHROUD. 11. WINDOWS IN ROOMS OR FRAMED OPENINGS SHALL BE CENTERED, 5. MANUFACTURER APPROVED GALVANIZED METAL TERMINATION CAP)SPARK ARRESTOR UNLESS DIMENSIONED OTHERWISE, W14IC14 I$ hCU3.0. APPROVED, AND MEETS UOr. REQUIREMENTS. & I lit' x 31/2' FOAM TRIM WITH STUCCO COLOR COAT OVER 12. THE PHASE: "OR APPROVED EQUAL" REFERS TO ANY EQUIVALENT, 12. 3 x 8 FASCIA/BAFrjE. APPROVED BY THE BUILDING OFFICIAL. 13. 3 x 8 FALSE RAFTER TAILS AT 24' O.C. WITH 2 x 4 MID6PAN BLOCKING. R. PRECAST CONCRETE FINIAL BY 'SIERRA CONCRETE DESIGN',OR EQUAL. IT 6 x 8 DECORATIVE WOOD RE/S OUTLOOKER 18. DECORATIVE CERAMIC TILE. IS. PRECAST CONCRETE TRIM 25. DECORATIVE METAL LIGHT FIXTURE. 26. TERRA COTTA PAVERS. 21. 16'-0' X 8'-0' WOOD ROLL -UP GARAGE DOOR - VERIFY VERTICAL ROUGH OPENING, NO. DESCRIPTION OF REVISION DATE i BUILDING DEPARTMENT REVISION 10-8-04 SHEET DESCRIPTION rLV1 uav" SHEET GUEST SUITE 10-$-04 ,w NO. A-1 �! 04-14 E c r OVERALL FLOOR PLAN NOTE, ALL WALL DIMENSIONS AND GEILIN(5 HEIGHT GALL—OUT5 ARE TO ROUGH FRAMIN6, U.N.O. SGALEI I/8n a V—O" NOTE, SEE ENLARGED FLOOR PLANS SHEET NO. A-3 4 A-4 FOR NOTES, DIMENSIONS AND ALL OTHER INFORMATION NOT SHOWN HERE. MAIN HOUSE 5301 S.F. GARAGE 1117 SY, OUTDOOR LIVING 1245 S.F. COVERED PATIO 858 S.F. CABANA / CASITA 1007 S.F. DETACHED GUEST HOUSE 544 S.F. GUEST GARAGE 476 S.F. VERANDA 286 S.F. ��a:' \L,L.��C� architecture -planning�"°�"�"�°'t°a`�1,p'r",d"��M 31872 camin0 caplstrana, suite108 949/ 487-232© sale jean capistran0, ca. 92675 fax 949/ 487-2321 La �u11? ta, CSB SEAL -�w a+e 1.�... ... rawv a tea eom,on la. and =I, ix°ps"aJrtg{wIn1A...p�°wpwuw My. conn p Hama IWalao,var, nor an to obufnpg u„ • wrlta.ipf and o�a„Metor��crR.>1JDeu.a+a I NO. DESCRIPTION OF REVISION DATE ! SHEET DESCRIPTION MtAi1V HOUSE .« str-u-s „'. 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