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MUP 2006-814. FlNANCtMMMO Code. City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY l/ Case No.: I v P Date Recvd. —2 Fee: 75 Related Apps.: Logged in by: %/ For An Event of More Than 2,000 People, include Waste Reduction Info APPLICATION 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 j�jEA�A • MAILING • ••' ► ••_u h► • � one • pr PROPERTY OWNER (If different):L_ G.QROL�I� RYAJ� (Print) MAILING ADDRESS: 5(D(pO'j �Zb►fa�n FT'. Phone No.,`j1-1°1 CITY, STATE, ZIP: ).-A G2j ��rvr-� �� _ 'T22��, Fax No. - j ILA SG? PROJECT LOCATIO00 • PROPOSED USE AND/OR CONSTRUCTION (Including operational information): •11 LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): L.OI' ,71— -rRAGT ND, 7-5 req:] . k v �( Plot PlaO, floor plans and elevation plans (as determined by Community Development Department staff. Fivc (5) sets of plans 00'8%2" x 11" sheet or folded down to W x 11". Filing fee for Minor Use Permit. If filing multiple applic aduns, the most cxpensive application will be ebarged full fee, with remaining related applications discounted 50°x6 for each. This discount does not apply to Environmental Information tbm. NAM= OP APPLICANT 5�A1�1 L KY�"►� (Please Print) SIGNATURE -OF APPLICANT DATE NAME OF 70PERTY V W Ntit .s�i. (Plcase Print) ' SIGNATURE OF PROPERTY OWNE DATE Q,F IF NOT SAME AS APPLICANT: (Signature provides consedt r appIica se site for pro osed activity). DATE 171710 S (Separate written authority by owner to submie application may to provided) NOTE: FALSE OR MisL,EADING. TNFORMA ZION GI,VE14 IN THIS APPLICATION SHALL BE GROUNDS FOR DENYWG APPLICATION. A18Wft0r Use Pcnni1 LA V MZZODW 011 '0+W Jell use$ dVL:V0 90 LO Inf Reeveling and Waste Reduction at large venues & events in the City of La Quinta Recently California passed Assembly Bill 2176 which requires recycling at large venues and events. This defines large venues and events as: • An event which serves an average of more than 2,000 individuals per day of operation (bott people attending the event and those working at the event [including volunteers] are included it this number); and • Charges an admission price or is run by a local agency. Prior to the Event Effective July 1, 2005, AB 2176 requires that all large venues and events prepare a waste reduction plan. A: part of this plan, the law requires large venue and event operators to meet with recyclers and solid wast( handlers to select appropriate waste diversion programs. Contact Valerie Ward, Recycling/Communit, Outreach Coordinator at Waste Management of Desert (760) 674-1032 to complete the attached Wast( Management Plan. At Conclusion of Event AB 2176 also requires that operators of large venues and events submit to the city written documentation o the progress of the waste reduction, reuse, recycling, and diversion specified in their plan, including the typ( and weight of materials diverted and disposed (waste characterization report). The city has included a wast( diversion form with your permit information. The completed form, with the final waste characterization repor prepared by Waste Management of the Desert, is due to the city within 30 days after the close of the event. For more information on large venue and event recycling, please visit the California Integrated Wast( Management Board's website at www.ciwmb.ca.aov. Thank you for helping to keen La Quinta heautffull Prepared by Hilton Famkopf & Hobson, LLC City of La Quinta Large Venue & Event Waste Management Plan CONTACT DESCRIPTION TIMELINE Operations • Quantity and size of containers: Contact Name: • Delivery and pickup dates Contact Phone: • Service schedule • • Event Maintenance maintenance staff members to pickup recyclables and trash Contact Name: _ from containers and transport to roll -off box or main receptacle Contact Phone: every hours, throughout event area. • All recyclable items will be separated from trash by maintenance staff daily. Vendor #1 • Set-up schedule Contact Name: • Description of vendor services Contact Phone: Discussion of recycling opportunities • Vendor #2 • Set-up schedule Contact Name: • Description of vendor services Contact Phone: • Discussion of recycling opportunities • • n LJ • I I City of La Quinta Education, Monitoring and Final Report Education/Monitoring • Initial meeting with Waste Management of the Desert to discuss event recycling program. • Prepare recycling education materials to be delivered to vendors, maintenance'and other operations staff prior to event. • Waste Management onsite monitoring schedule � f • Waste Characterization • Prepare and submit to City staff a waste characterization report Report to City Staff which includes all recyclables tonnage separated by material type • • 0 • TRANSMITTAL DATE: 7-11-06 TO: Community Development Department VIA: Delivery ATTN: RE: Ryan Lot 1 Plancheck#06-1528 TRANSMITTING THE FOLLOWING: Drawings Spedfiations Change Order FOR YOUR: Approval Review & Coenmerrt Use REMARKS: Please find attached the following: 1 application for Minor Use Permit, (5) Copies of plans & elevations, & 1 filine fee chedL TRANSMITTED BY: Shop Drawings Produd Literature Other: Information Record DistAution Paul Murawski SEAN LOCKYER ARCD, LLC 457 N. Palm Canyon Ste. Palm Springs. CA 92262 7603223339 voice 760.322.6663 fax lean@sturliolourty4.com P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPIC:O LA QUINTA, CALIFORNIA 92253 July 17, 2006 Mr. Sean Lockyer AR+D, LLC 457 N. Palm Canyon, Suite #B Palm Springs, CA 92262 SUBJECT: MINOR USE PERMIT 2006-814 CASITA: 55-100 INVERNESS WAY Dear Mr. Lockyer: (760) 777-7000 FAX (760) 777-7101 FILE COPY Your request for approval of Minor Use Permit 2006-814, allowing the construction of a casita at 55-100 Inverness Way in La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the owner 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 the City for our files. The Community Development Department will sign the job card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copy is received by the Community Development Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, I-- ERIC CEJA Assistant Planner Attachments c. Building and Safety Department CJ RECORDING REQUESTED BY: Les and Carolyn Ryan WHEN RECORDED PLEASE MAIL TO: Mr. Sean Lockyer AR+D, LLC 457 N. Palm Canyon, Suite #B Palm Springs, CA 92262 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCES AT 55-100 INVERNESS WAY, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 17th day of July by Les and Carolyn Ryan, 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 1; TR 25397; APN 775-170-001, 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. 2006-814); 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 irrevocable, 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:A ues .e"nson Planning Manager City of La Quinta Printed Name of all owner(s) Date • 0 STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LA QUINTA ) On July 17, 2006 before me, Regenia Hensley, Notary Public, personally appeared LES JOHNSON 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. (Seal) REG A HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 IREC-4WA FiEtVSLEY Cominttion • t 52i A?3 Notay PWAC - doObrhlo Riverside County MyCOMM Expires Oct23.2008 e 140°-0" I ---� ---- - ---- --- _ _-- ---- - ---------- -- SETBACK --- * I 20`-0" - — ----- -- 105' 0° 15 0 — --- --- SETBACK - --- — -- - --- --- ---- - - -- ---- - ----- -- ---- LAKE EASEMENT------ SETBACK ASEME _------ 5'-0" I % EXISTING 6-0" NIGH3'-0' of I IMDUnNC DCDIMCTCD — ® v y W v V (�I.I �. fF.t'.' *494.5—� \ J BERM / ;\ K :I I SL - d-0 •24 3 F� • p ;PAD HEIGHT =,4941 w w w I, �P �� SL HALL II ---- -- \ STUDY - lT\ / a Irl { . -- i- - �- blli_N_ EEATAINME1iC4NIER NNCABINET HALL BUILTINDESK `—__ C�o ------- _ _ \ Q I +494.5 � -0� i v !,PAD HEIGHT -444j I �,� j /,° I HIS _ `� DEL. WALL(RE,STRUCT.) CASITA I TURF �_ -i MASTER BEDROOM ` n --- PAI w 1 Li. 0.. / I / 4TYP. y i' w - BAH _ RETREAT x � I I 1.: -I i °i I 'p, MASTER BATH ( HERS - --- w u w w /--.-S(2U0B0 PANEL L'A\'_+- = ---- - - --- ---4, 0„ HIGH C.H.U. Vol vnr E , = t �a �ewFABOVEv-? ------ n -BLOCK WALL MAIN ET 11 400 AMP) PA 3'8" 19 NETWORK '4"1 3-6' PA PA va/ i i j INTERFACE aw- PA / J w w� SCUPPER P.L. CABLE TV .� r v � 1 w —T i l 6-0" HIGH C.M.U. ' " ' 38 23 W 140 ELECTRICAL PAD BLOCK WALL N 890 BOX # C4114P 20'-0" _ 105'-0" SETBACK 140'-0" -- I 0 w w W w y w y w P L. w Ll' v'i EXISTING 6-0" NIGH Z-51 a Ln SLUMPSTONEPERIMETERI al WALLS = 15'-0" =cl _ SETBACK PROPOSED SITE PLAN 3/16' =1'-0" SEAN LOCKYER AR+D, LLC 457 N. PALM CAi4YGI4, SUI I LOB PALM SPRINGS. CA 92262 760.322.3339 TEL 760.322.6663 FAX sewn @s to d i ofo u rty 4. com GENERAL NOTES: I. ALL SITE DRAINAGE SHALL DRAIN TO THE STREET CURB (R6 CIVIL) 2. THE HEIGHT OF THE'RAISED SDA' AND'ROCK WATERFALL' FEATURE ALONG THE REAR PROPERTY LINE SHALL NOT EXCEED 30 INCHES IN HEIGHT FROM THE LOWEST POINT OF GRADE AT ADJACENT LANE (RE CIYI) 3. PLANT LEGEND I I 0 1GALLON SIT PUB/ GROUND COVER (LOW WATER CONSUMPTION) !I 0 5GALLON SHRUB /GROUNDCOVER (LOW WATER CONSUMPTION) 0 5 GALLON SH PUB/ GROUND COVER (LOW WATERCON51JMPTION) EXOTIC CACTUS SEE PLANTING PALETTE FOP TYPE (Lt.o) EXOTIC SEE PLANTING PALETTE FOP TYPE(Lto) ORNAMENTAL GRASS -5GALLON (SEE PLANTING PALETTE FOR TYPE (LLO) J 511 PLANTING PALETTE FOR TYPE TEO) I SEE PLANTING PALETTE FOR TYPE (LL0) i SITE LEGEND I II , GRASS CONCRETESITEWORK DAVIS COLOR- PEBBLE' I BOULDERS I! i1 -SURFACE SELECT HEADERBOARD TREXIX4BROWN l I ' Ii fI.f I DECOMPOSED GRANITE 12X12TILE (RE:A22 FOR FINISH STYLE) PROJECT TITLE A CUSTOM RESIDENCE MP. & MRS. RYAN 55100 Inverness Way La Quinta, Ca 92253 DRAMNGTnE PROPOSED SITE PLAN SCALE AS NOTED INSTRUMENTS OF SERVICE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF SEAN LOCKYER, ARD, LLC THEY ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN PERMISSION OF SEAN LOCKYER, AP+D, LLC REVISIONS PLAN CHECK CORREGIONS5102006 Z, - j� DR0J6CT NUMBFA /\ —^ — DRAWING NUMBFA j ---1— Am DATE _� TA 4JA3.1 T 1�j% J � 3YD J O O O O 214" 2T T' 13 3 26-6!' 9-a' 8"14 7"54 5'&2 5"82 3.p•' 9'-11" 6'0" 5'-4" 1.41 5, 0„ b, 0.1 4 2.0" 4' 4 2• p., 4 4' 3'.p" 2'.0" ., 4• 4' f-4" AIR HANDLER LIIOCATED IN 4'-10" HIGH &&16 CAU ATTIC (RE: A5.1) I BLOCK WALL W/ 2" CAP n LINE OF ROOFABOVE (VYP) - ----- ---- - 36 POOL IQ[ IPMEN 36 36 -36 36 36 --- t---------- -------4--------------- - --- - -- --------- -- ----�-- -------------- - - -- --------"�"--- - - ------ -- --------- L- ------- -- -- - -- -----'--- --- 36 000000 TVP. e Q r t z Aa.3 TYP. e e M EDL_ I I_O.W. %`1 N 200 6' 8z - - - - - - J 48" OOKTO I- mss' BUILT IN DESK i oKOHLEP.TEA 39 ❑ FORTW05'------ - 30" 4'-o"CLR. Imo, I I v 3'4BATH 2 DBL WALL (RE:STRUCZ) C/A4.1 I i I �� _� y 3-4' , F CiA4.1 I SLEEP 2 I SLEEP 3 ❑ I BATH 3 35 BP. YEN ❑ 1, ❑ 3d., ' �y, M ❑ I .' ow BREAKFAST 1 1 U KOHLER-TEA / or. 1 1 \ :f-6 b" 1 ✓,... vd ra w7.5.i , 3 I .: ' '' -_._ - - _ - - - - - _ .- 2'A" 3.22 641 54' 2, 6:' 4'-U' BUILT IN WORKSHOP Aa3 SL SL 40 BUILTIN N CL 37 �I ------------------------------- - 2 F.O.W. SIN t- °^,r „+ - -6 _ � . __. � - y F.O.W. ° ,. Y p.. 10'.772' I fT CL. IYJ .. 1 24 1 15'-22 I 4`-22 4`S" 3'.g2" 2�6„ 2, 3,� �'.p2" 6 - i rnFGARAGE 352, 9' t : ... I. 5'-40° 3 3. HI b -- - - - � �p00.IlTVP.)0 B FET ; OU OdR ING DINING 6 ! 1'6" BENCH DBL WALL (R€: STRUCT.) 6 j a0 3 ❑ *_TDAI HALL P PANTRYcc 3D h \ a - o. 2 .,. 652 6-q2 ;q M 40 lV I BONUS ROOM sTANT. I I 4 '•o �,+. e + + h ro W.H. 39 I I iv 3d Q4.3 + 1C` tp„ <` a. f, 6,- STHN AT FIi;../?\�_ ��-`S�_\\�'a�// o \�� I q rn o .o POWDER 2 4-0 0 20 2-0 3�-6!' o f w.N - 6'.' i N N 3 1V 2 �'u . W 4' 10 36. L---- --- ----------------- -- - --- -------------------------------- 3'10.. 4.�,. 73'-112 I - - - - - - _ - - F.O 1 I I BENCH POOL REE TO 4o DRYER EXHAUST DUCT 6" Au (TYP.) i o LENGTH B'-to"WIiHONE > :, Rb'a"t 10 v i 90 DEG, ELBOW -- & COURTYARD. < -_-__- I I I I I I I 7 e r r ----^-- ; a oUAa2 FOYER r III A/A42 a W, A1442 .2.6, p. 6 p.., �,� =� I I. �'> ' GREAT ROOM L34 I OUTDOOR LIVING 3-0" 3'-0 4' 2' 3' 9' TF2-6' D/A42 F A42 I 4 E.O.W. .. _,-.-.- -.I- ° _.1- - _-_-.- -.-._- -.- - __ _ t N `J _ � 7 F.D.W. SHELVES 40 x U.C. EF,! \ a mL--- ----- -� N 1 - - - - - - - - -- 7-11" A- BAR I I B 3.n Z1.. 17'5 6'-52'" 52 3 1 23'-9-2'" 36 2 52 \ 1,. k4.3 I ql.'-3'-�" l- fII y I� 11 V m II 1 C N HALL l EE --STUDY I i'.r Q ----- EE bN I I in I M I t'-6" I ----- I o 2.4,. f. 3., :o _- 33 I I BUILT CENTER *� N ,y F L 1 I WiNECABINET WALL b^' �,. 1 6.. 2.'6.. i I _ I �� - N T3" 5'-0" I BUILTIN DESK TVP. N ,x sa ' (' WE - � _ .., - -tt¢ 1 - 3-x;IsM,. � .. __ - -.. �•r - _ JiI. F.O�W. 5 L OF COL 2 ------- EE 6'-52. 6-92DBL WALL (RE: STRLCT.) 286" 3 jCASITA 6�- ----------- Q t'- I v M I sL�ieE LI :9i i I q 58 \ CD a MASTER BEDROOM I I ir--- I I'v 11111 I I 8/A4.1,.. 4 - x' A43 t ! I p SA, 23 3'.2" l2 1'-2Z' 2` 4`. 9 0 v 1 6 -v I f �- `//� I V I E/A42El- o BAN ;j o HERS RETREAT s ! SPA MASTER BATH _� I -i - I K LER K 85 B a ° 35 3i ❑ 1 o I r I ! { \\ I r _---� iv 12 I 1 I F.O.W. _ .-.- I " .,. .. `, .. ,, .,. .... a,... .. .. t_ I - <00 AMP 400 MP MAIN I I Q UB -PANEL' PAM L i I �AS MTP. I A4.3 __-_ _ __ ___ __-_J �___ _____________ --- i ---_ ___-_ __--_ -__-_ -_ ----- --- _TVP. 36 36 36 PROViDEA72"xiz'"ACCESS � � i I i T 36 H 4 PIANELTOBATHTUB TRAP H 3 I I __ LINE OF ROOFABOVE (tYP.) AIR HANDLER LOCATED N i IN ATTIC(RE Asa) i 4`40"' HIGR'6x8xt6 CM;U: BLOCK WALL W/ 7'CAP a a a m 4" 4" 4" 4° 4.1 4 1 4 4" 2' 0., 2.0" 6.1y, 2.0.. 3' p., 2'-U' y-0" 4, 15,-0., 4•-ff„ 6,. 5.0,. b. 2' 0., 2' 01, 2.{f,. 1. p,. 2.0" 2' 6,. t'62 21'-70" 5'-d' iq-71" 2'-0" 6'-0" 24' 5'$' i9'L° q' 0" 8' 0" 274" 21'-11" 13'-7' 28'-6" 94" q .01. 2/A3.1 PROPOSED FLOOR PLAN A SCALE: 1/4'44' SEAN L C YEP APS , LLC 4s7 N. PALM CANYON, SUITE «B PALM SPRINGS, CA 92262 760.322.3339 TEL 760.322.6663 FAX spa n (� stud i o%aa mtY4-co m 1. '/e"3 -COAT CEMENT STUCCO SYSTEM (SMOOTH MODELED FINISH) PAINTED A. (FIELD) ICI:332 "APPLESEED" B. (ACCENT) ICI: 309 "ROWHOUSE" C. (FIELD) ICI: 321"AFTERNOON TEA" D. (ACCENT) ICL 305 "COTTAGE CHOCOLATE" E. (RAFTERTAILS) ICI:401"ORFORDINN" 2. 2 -PIECE CLAY "MISSION" CLAYTILE, MFGR: MCA COLOR: "TAUPE -SMOKE BLEND" (PEBBLE TEXTURED) 3. STONE VENEER. MFGR: ELDORADO STONE, "BRONZE" I SHADOW ROCK 4. WD. WINDOW SYSTEM. COLOR: CLEAR FINISH 5. 4"x6" WOOD RAFTER TAIL. (PTD.) COLOR: U #401 "OXFORD INN" 6. DOUG. FIR ROUGH SAWN (CLR.STAINED) 7. 10"xlo" ROUGH SAWN DOUG. FIR. BEAM (STAINED &SEALED) B. WDGATE(PAiNTEDW/WEATHEREDFINfSH,RE:A7.i) 9. WOOD GARAGE DOOR (CLP. STAINED, RE: Ala) to. WOOD ENTRY DOOR (CLEAR STAINED, RE: Ala) It. SOLID CORE WD. DOOR (CLR. STAINED, RE: A7.1) t2. Y'' CLR. TEMPERED GLASS SHOWER DOOR t3. GYPSUM WALL BOARD 14, TYPE "X" GYPSUM WALL BOARD t5. VALLEY (RE:DTL.10/A6.z)(FLASHINGTO BE28GA.MIN.) I6. RIDGE TILE n. CRICKET 1& ROOF DRAIN AND OVERFLOW 19. SCUPPER 20. 3 -PLY BUILT UP ROOF SYSTEM (RE: AS.] FORSPECIFICATION) a 3'FIBERCANTSTRIP 2z 'NANA WALL WD. SLIDING DR SYSTEM 23. PONY WALL (RE INTERIOR ELEVATIONS / Aw FOR HEIGHTS AND CONSTRUCTION) 24. FIREPLACE UNIT 'HEAT N GLO 'ESCAPE 36DV 25. WOOD GARAGE DOOR (RE: DOOR SCHEDULE FOR SPECIFICATION) 26. 1x6 T&G CHILI NG (STAIN: SHERWIN WILLIAMS'CEDAR CHESTSW3to2-P. CLR. FINISH) 27, 0'HAGINROOF VENT (RE:A6.1,A6.2&A63) 28. R -u BATT INSULATION 29. R -2i BATT INSULATION 30. R386ATTINSULATION 31 STONE HEARTH OR COUNTERTOP 32. MFGR'D.STONE TRIM 33 MFGR'D.STONECAP 34. STONE FLOOR TILE 35. CARPET 36. 4" THK- FOAM AND STUCCO TRIM (RE. DTLi2/AA3 FOR DTL) 37. BUILT-IN CLOSET SHELVING & HANGER RODS 3& X 39. BUILT IN MILLWORK ORCABINETRY(R€:AwFOR INTERIOR ELEVATIONS) 40, BUILT-IN SHELVING (RE;A&t FOR INTERIOR ELEVATIONS) 4t. RECESSED LIGHT FIXTURE 42. SURFACE MOUNTED LIGHT FIXTURE 43. CHANDELIER (RE DTL)= 45. CONCRETE FOOTING (RE: STRUCTURAL) 46. WD. TRUSS (RE: STRUCTURAL) 47. BEAM (RE: STRUCTURAL) 48. WD. BEAM ROUGH SAWN (RE STRUCT.) 49, X 50, X 5t X 52. X 53, X 54. X 55. X 56. X 57. X 5& SHOWER BENCH 59. STONE WALL TILE (RE: A&i) 60. X 61. X NOTE: I. ALL DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE (RE: DTL. 9/A4.3 FOR DIMENSION AN D GRIDLINE RELATIONSHIP TO WALL) 2. ALL AIR DUCTS PENETRATING OCCUPANCY SEPARATION (WALL OR CEILING) BETWEEN GARAGE & ENING APIA SHALL BE 26GAUGE MINIMUM 3. COMBUSTIBLE MATERIALS SHALL NOT BE PLACED LESSTHAN d' FROM THE FIREPLACE OPENING 4. EXCEPT FOR FIREPLACES THAT OPEN TO THE EXTERIOR OF THE BUILDING, THE HEARTH SLAB SHALL BE READILY DISTINGUISHABLE FROM THE SURROUNDING OR ADJACENT FLOOR 5. WEEP SCREEDS SHALL BE PLACED AM INIMUM OF 4INCHES ABOVE THE EARTH OR2INCHES ABOVE PAVEDAREAS. & ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME -SPREAD RATING % NOT MORE THAN 75 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 450. 7. PROVIDE WATER-RESISTANT GYPSUM BOARDUNDERTUBANDSHOWER ECLOSURE MATERIALS TO A HEIGHTOF 70" MINIMUM ABOVE THE DRAIN INLET. WALL LEGEND: A AA 5r'WD.STUD WALL (RE:3/A43POP TYP. PARTITIONDTL'S) V WD. STUD WALL (RE:3JA43 FOP TYP. PARTITION DTUS.) STONEVENEER PR .MPTL6 A CUSTOM RESIDENCE rm MR. & MRS. RYAN ei 55100 Inverness Way La Quinta, Ca 42253 URAWINGTITLE PROPOSED FLOOR PLAN SCALE V4"- t`-0" INSTRUMENTS OF SERVICE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF SEAN LOCKYER, AP -D, LLC THEY ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN PERMISSION OF SEAN LOCKYER,AR.DALC REVISIONS PLAN CHECK CORRECTIONS 5-10.2006 QEpma NUMBER ZL QDRAWINGOMB€R A2.1 N DATE SCALE: )/4"=)'-o" L SCALE: )/4"=)'-o" 4 J SCALE: _W, 20' -oh T.O. CHIMNEY 6-41/�' 20'.o" T.O. POOF $ 15'-9" T.0 POOF $)­ 1T f T.O.P. $ ELEVATION SCALE: I/4"=1' o" 4-97 N. PALM CANYON. SUITE #B PALM SIPPINGS, CA 92262 760.3322.3339 TEL 760.322.6663 r -Ay. seani nstudiofaurty4.c m LCQE:IIV 1.YW3.COAT CEMENT STUCCO SYSTEM (SMOOTH MODELED FINISH) PAINTED A. (FIELD) ICI: 332 "APPLE SEED" B. (ACCENT) ICI: 309 'ROWHOUSE" C. (FIELD) ICL 323"AFTERNOONTEA" D. (ACCENT) ICI: 305 "COTTAGE CHOCO ATP E. (RAFTERTAILS) ICI:401"OXFORDINN" 2. 2 -PIECE CLAY "MISSION"CLAYTILE. MFGR: MCA COLOR: "TAUPE -SMOKE BLEND" (PEBBLE TEXTURED) 3. STONEVENEER.MFGR:ELDORADO STONE; "BRONZE"ISHADOW POCK 4. WD. WINDOW SYSTEM. COLOR: CLEAR FINISH 5. 4`x6" WOOD RAFTER TAIL (PTD.) COLOR: la #4o1'OXFORD INN" 6. DOUG. FIR ROUGH SAWN (CLP. STAINED) 7. 10"x10" ROUGH SAWN DOUG, FIR. BEAM (STAINED&SEALED) a WD GATE (PAINTED W/ WEATHERED FINISH, RE: A7.1) 9. WOOD GARAGE DOOR (CLR.STAINED, RE: A7.1) 10. WOOD ENTRY DOOR (CLEAR STAINED, PEI ATI) u, SOLID CORE WD. DOOR (CLP. STAINED, RE: A7.1) 12. Y:"CLR.TEMPERED GLASS SHOWER DOOR 13. GYPSUM WALL BOARD 14. TYPE "X"GYPSUM WALL BOARD a VALLEY (RL DTLTO/Aa2)(FLASHINGTOBE28GA.MIN) I& RIDGETILE 17. CRICKET a ROOF DRAI N AND OVERFLOW 19. SCUPPER 20, 3 -PLY BUILT UP ROOF SYSTEM (RE: Au FOR SPECIFICATION) 21. T'FIBERCANT STRIP 22. 'NANA WALL' WD. SLIDING DR. SYSTEM 23. PONY WALL (RE: INTERIOR ELEVATIONS / A&T FOR HEIGHTS ANDCONSMUCTION) 24. FIREPLACE UNIT -'HEATNGLO'-TSCAPE36DY' 25. WOOD GARAGE DOOR (RE: DOOR SCHE DULE FOP SPECIFICATION) 26, Ix6 T&G CEILING (STAIN: SHERWIN WILLIAMS'CEDAR CHEST SW3102A CLP. FINISH) 27. O'HAGIN ROOF VENT (R€: A61, A6.2, & A6.3) 28. RaIBATT INSULATION 29 R-21 BATT INSULATION 30. R-38 BATT INSULATION 31. STONE HEARTH OR COUNTERTOP 32, MFGR'D.STONE TRIM 33. MFGR'D. STONE CAP 34. STONE FLOOR TILE 35. CARPET 36. 4" THK. FOAM AND STUCCO TRIM (RE: DTL 12/A4.3 FOR DTL) 37, BUILT-IN CLOSET SHELVING & HANGER RODS 38. X 39. BUILT IN MILLWORK OR CABINETRY (RI 40. BUILT-IN SHELVING (RE, A8.1 FOR INTE6 a RECESSED LIGHT FIXTURE 42, SURFACE MOUNTED LIGHT FIXTURE 43. CHANDELIER (RE: DTLX/XXX) 44. X 45. CONCRETE FOOTING (RE: STPUCTURAL) 46. WD. TRUSS (RE STRUCTURAL) 47. BEAM (RE:STRUCIURAL 4a WD. BEAM ROUGH SAW (RE:STRUCT) 49. X 50. X 51. X 52. X 53. X 54. X 55. X 56 X 57. X 5& SHOWER BENCH 59. STONE WALL TILE (Mm Aal) 60. X 61. X PPOATTITLE A CUSTOM RESIDENCE Fm MR. & MRS. RYAN 55100 Inverness Way La Quinta, Ca 92253 OAAWINORE PROPOSED ELEVATIONS SCALE i/4'=: )'-o" INSTRUMENTS OF SERVICE THESE DRAWINGS ARE AN INSTRDMENT 9 SERVICE AND REMAIN THE PROPERTY OF SEAN LOCKYER. APD, LLC THEY ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIPD PARTY WITHOUT THE EXPRESS WRITTEN PERMISSION OF SEAN LOCKYER,AP+D, LLC REVISIONS PLAN CHECK CORRECTIONS 5-10-2006 Q OROJER NUMBER NUMBFA All QURAWIH6 iiAri 485.3 SETBACK P.L. FL491.90 A 3 DPS -05%' • " BENCH MARK: EL. 493.04 LOCATED ON TC AT BEGINING OF STREET CURBE ON SOUTH LOT 10 PROPERTY LINE IN PEBBLE BEACH Underground Service Alert $EF ARE y0 e °off Call: TOLL FREE 1-800 227-2600 TW0 WORKING DAYS BEFORE YOU DIG PREPARED UNDER SUPERVISION OF: EMAD MAKAR , PE 100.00 S 891 38' 23" E s=2%MIN FL492.65 5.2.6%— \ PA PODL EQUIPMENT FG492.85 �g PA jp "Jpjoj PA g WATER RPF l ACT . RE, i FG4901� PA PAS FGa9 PA PA PA Q P A FG49430 50.00 LOT NO. 140 PA 4059 So. CT. LOT NO. 1 FF=494.5 PAD=494.00 PA Sas% 880 33' 23' W 140' LOT NO. 2 if 100,00 PA CIVIL ENGINEERING DATE: 7231 BOULDER AVE. #195 HIGHLAND, CA 92346-3313 BY: CHECKED BY: A. G TEL. (949)647-6151. FAX ($66)549-3967 MARK 1 D 4 9 00 EXISTING 6`-0" HIGH SLUMPSTONE PERIMETER PA FGa93.00 DA SETBACK EXISTING 6'-0' HIGH SLUMPSTIONE PERIMETER MALLS POOL I li BEACH r, i ENTRY oA PA g . FL4929L .✓�. F649155. �2 _ • 6Gb9155 LL FG493.ao ". . .".... .".."". .". ." ROOK �. -. ©�. WA7Kf2FfiLL.y+yLLLLLLy3`4; �`YLL.±+i .✓ B ULD <E9 BI .KE 93bS" �."_�.".".�.•..'.".�."."��_". "" FG4%55 —T .OG4viss •' y © 49 7 '.'.`."w"."_`.`.`.'.'."_`.".'.� j :s C:D" _ . . . . u C 'DERS " . • . LAKE . " Fy49186_ ,,p • . OGw91.e6 . " . . I. "rLd9't42 • W • R L, SETBACK z�4 of w w I 1Q00 a,00 3.00 DERS PROFESs,0, gv SAAD Z- * No.63473 EXP 9/30/2003 s \\P T � IIVI T�^ OF CF \" 7 CITY ENGINEER/PUBLIC WORKS DIRECTOR R.C.E. DATE: TE LEGEND HP = HIGH POINT FF = FINISH FLOOR GB =GRADE BRAKE OG =ORIGINAL GROUND FL = FLOW LINE FS = FINISH SURFACE O = EXISTING ELEVATIONS PL = PROPERTY LINE RG =RIBBON GUTTER S =SLOPE PA = PLANTING AREA TC = TOP OF CURB FG = FINISH GRADE TOW = TOP OF WALL TF = TOP OF FOOTING F.H. = FIRE HYDRANT WL =WATERLINE CB =CATCH BASIN FLOW LINE GI =GUTTER INVERT DP =DRAIN PIPE KE =KNIFE EDGE BM =BENCH MARK MH =MANHOLE SP =SEWER PIPE (XXX.XX) EXISTING ELEVATION XXX.XX PROPOSED ELEVATION LEGEND GRASS Q BOULDERS - SURFACE 1 SELECT DECOMPOSED GRANITE THE CITY OF LA UINTA PUBLIC WORKS DEPARTMENT PRECISE GRADING PLAN 55100 INVERNESS WAY, LA QUINTA, CA 92253 APN # 775-170-0010 ERCE BLECK PAVER I� PATTERN' II "APFIAN SIENE I U PATTERN I 3 SHEET I OF 2 SHEETS 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 SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133) TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS, SEPTIC TANKS, WELLS OR PIPES NOT LOCATED PRIOR TO GRADING ARE TO BE REMOVED OR TREATED IN A MANNER PRESCRIBED BY THE SOILS ENGINEER. 4. CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY FUGITIVE DUST CONTROL PLANS APPROVED FOR THIS PROJECT. 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 6. ALL EXISTING DRAINAGE COURSED ON OR ADJACENT TO THE PROJECT MUST CONTINUE TO FUNCTION PROPERLY ESPECIALLY DURING STORM CONDITIONS. 7. PROTECTI -L MEASURES SHALL RETAKEN EN BY" THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT FROPERTiIES AND ITS UTiILTIES DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR ASSUME ALL LIABILITIES FOR UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. 8. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES SHALL BE 0. 50 %. 9. 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 & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THE PARTICULAR LOT. 10. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 11. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY SHALL BE PERFOMRED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 12. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 13. 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. 14. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUr M OF 6' AND THEN COMPACTED TO NINETY PERCENT (90 %) RELATIVE DENSITY PER A. S. T. M. SPECIFICATIONS. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED LICENSED LAND SURVEYOR. 16. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATING TO CONSTRUCTION OCCURING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DIST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTNIUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS SUFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY 18. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN THE ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1st TO APRIL 30th MONDAY- FRIDAY 7:00 A.M. TO 5:00 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. MAY Ist TO SEPTEMBER 30th MONDAY- FRIDAY 6:00 A.M. TO 7:00 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461. LATEST EDITION. 20. THE LO,C-'TIO'` S- OF EXISTING UNDERGROUND LTILITIES ARE SHOWN IN THE .k-PPROXINIATEWAY ONLY. T14E CONTRAC"IO HALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK 21. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (619) 777-7075, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 22. FILLS SHALL CONSIST OF MATERIALS APPROVED BY THE SOILS ENGINEER AND FREE FROM ANY UNSUITABLE SUBSTANCES AND COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXLNIUM DENSITY AS DETERMINED BY UNIFORM BUILDING CODE STANDARD SECTION 7010 OR EQUI VALENT AS APPROVED BY THE CITY ENGINEER. 23. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TESTING ANGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND CERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING IN ALL FILL PLACE. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS' SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 24. THE FINAL COMPATION REPROT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINGING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETEMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 25. THE SOILS ENGINEER SHALL EXERCISE SUFFICIENT ENGINEERING CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. ' EARTHWORK QUANTITIES: CUT 115 CV FILL 135 CV IMPORTED BORROW 20 CY r CUT QTY INCLUDES POOL CUT QTS'. THE QUANTITIES SHOWN ARE RAW -NO ALLOWANCE HAS BEEN MADE FOR SHRINKAGE OR SUBSIDENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING EXACT CUT AND FILL QUANTITIES CONSTRUCTION NOTES: 1. CONSTRUCT 4" FLOOR DRAIN, NON -PERFORMED PIPE AT 1.5 % SLOPE (UNLESS OTHER WISE NOTED) 225 LF 2.CONSTRUCT 2" PVC NON -PERFORATED DRAIN PIPE 20 LF 3. CONSTRUCT 3" PVC NON -PERFORATED DRAIN PIPE 100 LF 4. CONSTRUCT 4" PVC NON-PERFOILATED DRAIN PIPE 150 LF S. CONSTRUCT RIBBON DRAIN WITH GRATE 75 LF ENGINEER'S NOTES 1. CONNECT ALL ROOF DRAINS TO SITE'S STORM DRAINS. 2. AREA DRAINS PIPES SHALL BE SEPARATE FROM ROOF DRAIN PIPES 3. ALL DIMENTIONS ARE IN FEET UNLESS OTHERWISE SPESIFIED 4. ACCORDING TO COACHELL VALLEY WATER DISTRICT, THE MAIN SEWER INVERT IS 7 FEET BELOW STREET LEVEL. Underaround- SI_rvice Aiert r 41: TOLL F 'I: I-800 227-2600 y;GPKTNG DAY.' PERDRL YGII C_`_ PREPARED UNDER SUPERVISION OF: EMAD MAKAR, PE RAWN BY: DESIGNED BY E. MAKAR E. MAKAR DATE: CHECKED BY: 4"CONC. WALKWAY COMPACTED SOIL NATURAL SOIL SECTION °B" - 11131' N.T.S. SAN MINA ENGINEERING CIVIL ENGINEERING 7231 BOULDER AVE. #195 HIGHLAND, CA 92346 TEL. (909)647-6151 FAX (866)549-3967 SECTION '°A" - "A" N.T.S. U r,• ff 9TE"r I I F_ •�WAT ERLINE GUiT�R aucL I w y;N, r E cealN� 0 sLupE o.n; - PA ar. L_ J �J SECTION "D" - "D" N.T.S. 0 ti a �._ApA wA ER LINE !1 a LAKE _IN _yT4 LINE SECTION licit - licit N.TS. DATE APPROVED BY: CITY ENGINEER(PUBLIC WORKS DIRECTOR R.C.E. DATE: VICINITY MAP N.T.S. tJ *� Na. 63473 Exp 3012ooC� � OTVI�- �r G THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT PRECISE GRADING PLAN 55100 INVERNESS WAY, LA QUINTA, CA 92253 APN # 775-170-0010 EG >E DRAWING NO. 2 SHEET 2 OF SHEETS