Loading...
MUP 2004-530FINANCE RWMMO c*ft %01., 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 Case No. In of C - � 5.30 Date Recvd. Fee: * -75 Related Apps.: Logged in by: Stj _.-. 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 (Print)) -4--90+ MAILING ADDRESS ��''�. • Phone No.��-- CITY, STATE, ZIP: 9" tQEU. t�� �'L-02GO Fax No. �o cc((a3 PROPERTY OWNER (If different): m • `�k N ` &4C-Tt— (Print) MAILING ADDRESS: 1 P�Ox &0:P Phone No CITY, STATE, ZIP: 674�aRD,C • Fax No. " q i908 I — r' M col :y PROJECT LOCATION: q0 -5G( ;/ 'q (A j�Q , L--tn-v C�. "') t PROPOSED USE AND/OR CONSTRUCTION (Including operational information): rats E4� �-�%3�CiE (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): =SGcb Q 1-1 _,013 A18\Minor Use Permit F _SUBMISSION REQUIREMENTS.•� 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 11". 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 `� �' G AQ= (Please Print) SIGNATURE OF APPLICANT NAME OF PROPERTY OWNER Ir p,"V �Aa�,Aq (Please Print) SIGNATURE OF PROPERTY OWNE (S �I W 7�e IF NOT SAME AS APPLICANT: — ATE (Signature provides consent for ap lica to use sit for p posed 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 18\Minor Use Permit P.O. Box 1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 9225.3 November 12, 2004 Chris McFadden, Architect 72-925 Fred Waring Drive # 204 Palm Desert CA 92260 SUBJECT: Minor Use Permit 2004-530 (Guest House Use) Dear Mr. McFadden: (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 The Community Development Department has approved your request to allow a attached guest house in conjunction with the residence at 80-566 Via Pessaro. You must have the enclosed Covenant and Agreement recorded by the County Recorder in Riverside, and deliver a copy of the recorded documents to us for our files. Once recorded, our Department will give the Building and Safety Department clearance to issue the building permit. Enclosed is a letter addressed to the County Recorder indicating our approval of the request. On the covenant please fill in the date of signing the Covenant on the second page prior to recordation. You need to sign on the 'second page, with the signatures notarized. For your information, Homeowners. Association approval may be required for construction of this nature. Should you have any questions, please call me at (760) 777-7065 Very truly yours, FRED BAKER, AICP Principal Planner Attachments c: Building and Safety Department P:\FRED\MUP 2004-530 guest house app .Itr.doc �'\,� I P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 November 12, 2004 County Recorder County of Riverside Post Office Box 751 Riverside, Calif. 92502 (760) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 SUBJECT: Recording of Covenant and agreement for Minor Use Permit 2004-530 Dear Sirs: The City of La Quinta has approved the Covenant and agreement for Minor Use Permit 2004-530 regarding guest house restrictions.. Please record the document as presented by Chris McFadden, Architect or his representative. Should you have any questions, please call me at (760) 777-7065. Very truly yours, FRED BAKER, AICP Principal Planner Enclosures c: Chris McFadden, Architect P:\FRED\MUP 2004-530 guest house co Itr.doc �-'� RECORDING REQUESTED BY: City of La Quinta p Community Development Department PO Box 1504 La Quinta, California 92247 WHEN RECORDED PLEASE MAIL TO: Chris McFadden, Architect 72-925 Fred Waring Drive # 204 Palm Desert CA 92260 DOC a 2005-0077756 01/27/2005 08:00A Fee:NC Page i of 5 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder 1111111111111111111111111111111111111111111111111111111 M S U PAGE SIZE DA PCOR NOCOR SMF MISC. R L COPY LONG REFUND NCHG EXAM COVENANT AND AGREEMENT RESTRICTING THE USE OF AN ATTACHED IE GUEST HOUSE AT 80-566 VIA PESSARO, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed on this the 12" day of November, 2004, by Chris McFadden for 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. V/ The undersigned hereby certifies that they are the property owners of the following described real property in the City of La Quinta, County of Riverside, state of California: .33 Acres in Lot 175 MB 327/ 056 Tract No. 29894-2 in the City of La Quinta, County of Riverside, State of California Parcel Number 772-500-017 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. 2004-530); 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 9.60.1 10 (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 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 second dwelling unit remains on the real property or unless otherwise released by the authority of the City of La Quinta. 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 and nonmodifiable 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 Dated: 0 By: its Oscar Orci, Interim Community Development Director, City of La Quinta Note: All signatures are to be notarized. IIIIII III III III III II III III I II ei 200iees��eeA of 5 .�`$ ,� AMERI 0 } STATE OF CALIFORNIA }ss. COUNTY OF t i1e,6 Lea On kWe.&ttX'f ')-31 M , before me, swat Lee &Q Aidpuj�1IC=-- , personally appeared ch a� W F-Aot" (or proved to me on the basis of satisfactory evidence) to be the person(&) whose name(*) is/afe- subscribed to the within instrument and acknowledged to me that he/,hefth executed the same in his/hey m*, authorized capacity(iee), and that by his/heF4hc4r signature(&) on the instrument the person(s) or the entity upon behalf of which the person(.@) acted, executed the instrument. WITNESS my hand and official seal. Signature (This area for official notarial seal) SANDRA LEE CROUCH Comm. 11348329 NOTARY PUBUC.CAUFORMA N Riverside County llipmlf Comm: Expires MMh26,2006 04 Title of Document a (i A-nd, `�—fyw-�m Use ° Qs� Date of Document 060MIjer lZl 2wG No. of Pages —�---- Other signatures not acknowledged 0 5 eallt (WLI� Z/1 ter, /K _ �� (�inmbe- 2005-0077756 01127I2005 e8 : eea 32 of 5 3008 (1/94) (General) First American Title Insurance Company CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss. County of Ventura On December 21, 2004 , before me, Maria Elena Benavides , Date Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared Dave o. white Names) of Signer(s) MARIA ELENA BENAVIDES LaCommb*m #t 1461852 Nobly Public • CaNtomia Venturo county My Comm. ExplOw Join 11, 2004 Place Notary Seal Above ® personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(q) whose name(e) is/are subscribed to the within instrument and acknowledged to me that he/she" executed the same in hisfhe~rauthorized capacity(i"), and that by his/he~ signature(a) on the instrument the person*, or the entity upon behalf of which the persons} acted, exec ed the instrument. WITNES �y han d official se ie of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s): ❑ Partner - ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: Number of Pages: IINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII B1=���';�°A Right Thumbprint of Signer STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA ) On /1--1A-A 00'*/ ,before me, PA .Q." Personally appeared C�l�e �n,c�ipersonally kno to me or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, ::; A MM, IS MAWY Signature of,the Notary Publi I rAo� Commission # 137M Notory Public - California Riverside County MVCam. Expires 00 16,2006 a00e05e ele5 eaIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i� <g:O -- 6-6 ( V cam ram.' o White Agreement (Lot 175) Page three ... WHEREAS, the Client and Architect have discussed the risks, rewards, and benefits of the project and Architect's total fee for services. The contractor is skilled and experienced in the use and interpretation of plans and specifications. The Client agrees that the Architect and the Architects' consultants', agents' and employees' total liability to Client, contractor or Subcontractors for any and all injuries, claims, losses, expenses, damages; or claim expenses arising out of this agreement from any cause or causes, shall not exceed the total amount of Fifty Thousand Dollars. Such causes include but are not limited to negligence, errors or omissions. (review and initial) and; WHEREAS, the Client recognizes that it is neither practical nor customary for the Architect to include all construction details in plans and specifications, creating a need for interpretation in the field by the Architect or his representative. The Client also recognizes that Construction Review permits the Architect to identify and correct quickly and at comparatively low cost professional errors or omissions that are revealed through construction, or errors or omissions committed by others due to misinterpretation of design documents, or due to other causes. For the foregoing reasons, construction review is generally considered an essential element of a complete design professional service. Accordingly, if the Client directs the Architect not to provide construction monitoring, or reduces these services to an on -call basis the Architect shall not be responsible for the consequences of any such acts, errors or omissions, except for those consequences which, it reasonably could be concluded, the Architect's review services would not have prevented or mitigated: (Review and initial) and; WHEREAS, Insofar as jobsite safety is concerned, the Architect is responsible solely for the activities of the Architect and the employees of the Architect while on the jobsite, but this shall not. be construed to relieve the Client or any Construction Contractors from their responsibilities for maintaining a safe jobsite. and; WHEREAS, The Client acknowledges the Architect's. plans and specifications as instruments of professional service. As such ownership remains with the Architect. The Client agrees not to reuse these instruments of service without the written authorization of the Architect. and; WHEREAS, Architect shall assist the Owner in applying for and obtaining permits and approvals normally required by law. However, this assistance shall not extend to the preparation of research'studies, special documentation, or special tests, which services shall be compensated for as Additional Services. Architect: Christopher M(Oadden Date License #C 17837 Client - Mr. fim i e Date 72-1-1.25 Fred `i(hrinn Or., h'204. FFIri Cr�rri, GI, �i.22EO eleril-trine: (760) �6-2,0 i4 Fr,- (7EO) a �b�gIlc� �Oo �gC56 m r. a Amin" Ricy t imm r On', ld(e M C� 0 white ToDassaxo o ftn%s 'ZM-IlaaQ�n"iQw ��Qp GQ 13 13 sIlnQ Civil I I I Landscape JAMES D. FORD P.E./L.S. AE DESIGN 41-905 Boardwalk. Suite R 73-350 El Poseo, Suite 207 Palm Desert, California 92260 Palm Desert. California 92260 Telephone: (760) 346-8015 Telephone: (760) 776- 8478 ti 4-111 AREA TABULATIONS Main Houee...................................32sq. ft. ySub TV7 Cosita Arsa .. .. 81B sq. ft. Total ...................................... 3sq. ft. Garoge and Cart ........................... 963 983 sq. ft. Upstairs .......................................... 573 sq. ft. Mechanical / Misc........................... 86 sq. ft- J Building Total ................................ 5472 sq. ft. ♦d Total Lot Area •... 14512 sq. ft. or 0.33 acre U Building Coverage ....... 4 " sq. I or 33.7 x Covered Patio ............... 514 sq. tt. or .035 R Hordecope .................. ....: 3807 sq. ft. or 28.2 x Pod and Spa .. ... 634 sq. ft. Or 0.04 x landscaping .. .. 5172 sq, ft. or 35.6 X ♦"� A\ W • Overall areas are Calculated within property O k lines based on Lot Survey prepared by Tetra Tech, Inc. ISG, May 2004. a 2 95 PT.1 Titlesheet / Rendering G1.1 Precise Grading Notes G1,2 Precise Grading Plan P 1.1a Presentation Site / Floor Plan P1.lb Presentation Second Floor Plan P1.2 Presentation Site / Roof Plan P1.3 Presentation Elevations Ll,l Presentation Landscape Plan E 5 E a v COPYRIGHT 2004 F— \ / W UJ DRAWN in CHECKED LU J F— DATE June 28, 2004 SCALE Z NONE 0 JOB NO. F- 0418.00 Q SHEET NO. Z N PT.1 W IX 0_ HIGHWAY 111 DR CARREON DR 2 2 W �O 0 U � 2 ¢ O AVENUE 48 L SITU Q Q � AVENUE 50 U � O N n A UE 51 Y � U AVENUE 52 J`U�G LO GA 118 AVENUE 51 NA PESSARO AVENUE 54 1/1('IAIITY UAP ALL .XXMS ABpc /If IFACIYNG 6' IXFMWT SSIMLL (E MdiIAR S£KED IDE ANa OVI NBMSAAI.lY1 MILK /aX (GR.SDN QA Ea) la Lpd/ YO ANICN SEE H'LW FOP ELEV L4DlYA^/.0 ta' N 4a' a14WTEa PIK-fASt i ! i 6• P.s w .es crnw aew 0 t' 0 C 1 O p 0 [X2M 6' MN UDS/w&TNsm J Op p O (aASS !SO-C-SJaa LaN[AFILI 00 0 ° 0 O0 O 0 O A NCN-I,D,iN rx I£R FABPoC PEa SEC 6ocw Md6nAleFD Sat. O r p OO r p 0 Z-- D p O 4' NYGIt'I vERrwdrm Ca.CYIFTE ANF 0 0 0 Opp - J/e' Ia J/E' A51¢o Xxl pO O 0 Op Op ,r 0 o w Op•• roAsvm Aacr O OOOp00°p000000 p0 p00 00 DRYWELL hIOT To DETAIL sC4�E Underground Service Alert Call: TOLL FREE 1-800 C 227-2600 In the City of Lo Quinta Precise Cradling Plan White Reside -nee OWNER: WHITE FAMILY TRUST CIO Chris MCFodden FRED WARING DRIVE 1204 PALM DESERT, CA 92260 (760) 346-8014 LEGAL DESCRIPTION: LOT 175 Trot( NO. 29894-2 per M.B. 327/56, OR. SITE ADDRESS: M PESSARO La Quinta, CA 92253 ASSESSOR'S PARCEL NO.: 772-500-017 BASIS OF BEARINGS, CENTERLINE OF VM PESSARO PER FLB. 327156-89. O.R BEING N 6729'2 8, W. BENCHMARK: TETRA TECH INC. CONTROL POINT 19M PK NAIL AND WASHER (If CONTROL) IN TOP OF CURB ON SOUTH SIDE OF ISLAND AT THE INTERSECTION OF VA PESSARO AND VILLAGE CLUB ORNS ELEVATION = 101245 THESE OLMNTITIES ARE FOR PERMIT PURPOSES ONLY, IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT PURPOSES OUANTITIES: CUT = 0 CU YDS FILL 220 CU YDS NET. 220 CU YDS [IMPORT] NOTE.' —It SALE — BE DETE1 WII FTi .'41 1>NSf P/A45 GRAZE SittE. .40& INC. COLOR AND FMNSH SH4L BE aEIERwrcD 1NE uaaspvE ARCIaIECT. GRATE REX PN! RISEa SH4L BE �9' CRATES WI N0.5 . 12' EXTENDED ABOK TFCT ccc---III @/GW PMY4.E VS 12' 2' PL4GG(D, AND PROTFC/ED �< > -,-- Fi2L IEB USE AOS 11 k1I' DUa I f AI4I u ,e AT jT5((•dj7)) ❑ LOW maxC ADwrEa. av IO GRADE AND APm CRATE �! DURING lANOSCAR'AG. 1' AAN NUS 3'f4' UNM1ER54 ,y 01/ILET OR E01w. I YR.56' SERIES (ARSSMW RUBBER CD ). 12• MM/YRAI OFl•56 SfRlES (ADS), OR EOWL� I STAMMIRD lEF (I{lN SIZE r A7 •' REX PIPE I OR w SITE ZEE WTTII 4- AEdA-1R _L ORHECTMXI OF FIOW AT 11 IeV. (4-. (w e• -SITE PER PLAN) DRAIN DETAIL NOT TO SCALE • TLW-Na1fN FlLIER F 3 PA SEC MASH GROUND N-I B! a1L A SRC MIL E USED gTKFN I1F AllfTlD AaCR AND IE[ unslLRem saE IB.Ie' CATCH w. (ADS re00 IN OWL) / CXLSTMC AC HNKMEN, iEX.S 6' CURB BUBBLER BOX DETAIL NOT To SCALE UTILITIES SHOWN REFLECT AVAILABLE PUBLIC RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA, WHETHER SHOWN OR NOT HEREON, AND TO NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133, 48 HOURS IN ADVANCE. NOTE: EXISTING TOPOGRAPHY WAS PROWOED BY MGFADDEN & MC/NTOSH ARCHITECTS NOTE TO OWNER AND CONTRACTOR: IT IS THE OWNER'S RESPONSBILRY TO SCHEDULE REGULAR MAINTENANCE OF THE DRAINAGE SYSTEM, INCLUDING BUT NOT LIMITED TO AREA DRAINS, DRAIN LINES, DRYWELLS AND BUBBLER BOXES. CONTRACTOR SHALL RECOMMEND MAINTENANCE SCHEDULE TO OWNER BASED UPON INSTALLED EQUIPMENT AND AS -BUILT CONDITIONS. ROOF DRAINS RETAINING WALL FRENCH DRAINS. POT DRAINS, ETC. A64Y BE TIED INTO DRAINAGE SYSTEM. OVERSIZ/NG OF PIPES MAY BE NECESSARY NOTE: CRATE 92E S , BE DETERMINED FNOU TNESF PUNS GRA>F SAE, IVPE. LYXON N®/OR F.wISN S—L BE OE/EMAIKD BY nlE IANOSCAPE ARCH ECI W6ME REX PRA: POSER SI 8E CRATES USE NOS 9w, EXTENDED ABOK FAMOE ANTI LOW PROa4E ADAPTER. 2' PROTECRD OtAWAV^ 1- - GIi1TEK IdE HNS 12112' C SIRI.CIpN SEI IO CRIDf ( ) ❑ LOW FFMIE ADAPTER, OR D IA6TKL LRAT£ O(.NBIG jj{tdiT1 I �EOINL. LWOSLAPMG T' feN NBS JfIMM1£R54 DURFf, w OR EgNt ftf»BS CDI/PLX4G I' FLEX PIPE Mace SERIES (MISSION RUBBER IX)), DFW56 SERAT (NOS), Da EOUV.� lT' MMIYUM 4'r45' BEND LAVER (I/B BENDI I SEWER BI6NCN 111'E (MAIN SIZE r 4) -SDR-J! PLC (47. 6" M 8' - SIZf PER PL,W) CLEANOUT DETAIL NOT TO SCALE I 4' CONCRETE .., 7 MWOSGPE COMPACTED SUBGR40 6- MIN - F4SIE,L CHANNEL. FA6RIGTE • N ' PrC AT EHD, SLOT DRAIN DETAIL NOT TO SCALE K �f 0 FXN6.c52260 Oa If CCr CITY OF LA OUINTA GRADING NOTES: I GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO DATED PREPARED BY TELEPHONE NO 2 THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLANCE WITH THE PUNS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. J. THE DESIGN CIVIL ENGINEER SHALL. EXERCISE SUFFICIENT CONTROL DURINC GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY O"V44GE CONTROL SHALL B£ PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY 5 AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6• ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6, THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90X RELATIVE DENSITY PER A.S.TM. SPECOCAT10NS AND THE ABOVE MENTIONED SOILS REPORT 6. MINIMUM BUILDING PAD DRA/N4GE SHALL BE 2X. DRAINAGE SHALL BE A MINIMUM OF 0 J' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES THE MINIMUM SLOPE OF SWALES SHALL BE 05X. 9 ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF N/NETY(90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER FIELD DENSITY SHALL BE DETERMINED /N ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002. OR EOUIVALENT, AS DETERMINED BY THE CITY ENGINEER. To. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION /S J' A.C. OVER 45" CRUSHED AB. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH CPADINC TO DETERMINE EXACT SECTION REQUIREMENTS THE CITY ENGINEER SHALL APROVE THE FINAL STREET SECTION. IT THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF •R' VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL M47URE OF SPECA" EMPHASIS SHALL BE /N ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY. WHETHER SAND CONE OR DRIVE RING SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING SEWER, WATER, ELECTRIC. GAS AND DRAINAGE. 15 THE FINAL UTILITY LINE S4CKRLL REPORT FROM THE PROJECT SOIL ENGINEER SHALT. INCLUDE AN APPROVAL STATEMENT THAT THE SACKFILL /S SUITABLE FOR THE INTENDED USE 16 BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT, SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR /S REPSONS/BLE TO PREVENT SILT CONTAMINATION OF STORIIWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUSSEOUENT IMPROVEMENTS BY THE CONDUCTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFlLTRATTON FACILITIES THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF ME CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. is. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. APPROVED BY. Aei PO eM 1ta I .1n MO ut u as utnrcL Civil Engineering a'rM rsru.Ae arT55 d Lund Su Nng (760) JM-8015 Pr�Q Gr8� Pkn Far (7M) 346-2546 DATE �-r•� o,,W m e �,, Lot 175, Tract No. 29894-2 I per M. B. 327/56, O. R. FEIBO FOR: W,h•i•te Realcte• toe TWO NORRMAO DAYS KIM YOU M N 0 E 0 a • a` REVISIONS BY O WN EAPPROVAL This pion is conceptually approved as is / as noted: III I j Mr. Tim White Date A R E A T A B U L A T I O N S I ................................ $ u Main House .................................. 3232 sq. ft. I o Cosita Arsa .. .. 618 sq. ft. Sub Total ........................... 3850 sq. ft. 5 Lot 174 Garage and Cart ............................ 963 sq. ft. I I I $ o ja Upstairs .......................................... 573 sq. ft. ~ c Mechanical / Mlse....................... _. 86 sq. ft. o VACANT PARCEL Building Total ................................ 5472 sq. ft. .� Approved Pad Height = 1013.10' 1- o Total Lot Area •... 14512 sq. ft. or 0.33 acre i = E Bu.1ding Coverage ....... 4899 sq. ft. or 33.7 R { I c Covered Patio ............... 514 sq. ft. or .035 %` Horoscope ................ 3807 sq. ft. or 26.2 1< I II a y COPYRIGHT 2004 ft. q. - Landswping0- .......... 5172 ssq.. ft. orr 35.6 A' 5 � I IIII � ..•...•. u, -� Overall areas are calculated within property I 1 $ lines based on Lot Survey prepared by Tetra 1 k m N _ --- - t Tech, Inc. ISG, May 2004. n ... ♦ _- I L5 +� I F�m N STREET ~ C E \ \ ''`• .r _ - - - •• v - '� boa / WO WATt3R I U t Q Q• — a s ` k Fgj�e Orr•.I ,� E c z 'G $ \ < EWSTNCOr•ICliff/ GLITTER {S ~ m •. •BB2Ai9 •atd S TER NC. C to C. •' l T Msah. ' • • `_ . . + • TTTI,,• �� r Q�tb �N tE HYDRANT o \ Y � PAV6i Pe.D ad !rt , • • • v`ki. s•" 1'"t' - n � z ': k� \ TNz; COlR6C '^'•` 2. 1.•• l 11 a ' o l Q o \ •• .k,.•r'r' _t r-Y��t,:��:- �?jr,}ys„Y .i.>,i.'L ` 11 � � �v o EORNAMENT NIRI QATTE r+oru H.a a J Covered y PROPOSED RESIDENCE ; "1 i;,•� .t rhjY .t `uu 1'' , a Approved Pad Height 1013.90' =;-� . n 5 Motor Court 3 • ';a ' ! WATER NE1132 E a T ..i t - - • ro •TC>4 WALLS .CE • •% ••�-c;tAc�ir.--a - ru�t�'� �xt;,' �,. s` •• ,,,,h •cAP.. •,ti• 0: i, -o _ Y v PobF'•t m N. 23•-4' W E \• i ALL SITE DRAMS to tw COfV•ECTED VIA ll`DERGROIl•D D92ANAGE PPE to DRYA' 1. YYw�Y VACANT PARCEL - ,•`•` t• Approved Pad Height = 1014.90- Z ((Illl ` 1 9L W O ;i O t ,i• '%, it IL DRAWN \ % •1% W CHECKED �i • (n DATE • ,• t , ,i PRESENTATION SITE /FLOOR PLAN Z SCALE \ '• t _O 1/8"=1'-0" Curve Data: Cl- R=421.00' L=72.12'�=09"48'S5" SCALE, VrF JOB NO. 6'•0" e < 0418.00 �•• ~ SHEET NO. 2 W � Pula Underground Service Alert go ll: TOLL FREE 1-800 227-2600 two wOAaxo DAYS KMK YOU DIO r � 1 \ r In the City of La Quinta Precise Grading Plan White Residence LOT 174 (vcwp �- ` \ ,wRBovfo R,r0 rou. ro Ie1T. AV IOr910 il• 1 r0 r1.1 CONSIRUCI 6" NH,N � / �. RErAIAHNC W.1L( I ` c S31.12.3g" rorr.> rc ttwsrmc'r e' nrc.r !F O • 7 .00 W " oPA IOr e n fozfm m 5, zk,ro1r0 f1x�p0nr I JT Ic � I I I ZO RN9IV rou.1a Fs lorelo rw roT,.1 rr orrr+fu I e r SE[ DEM av I I I I AC _ 1 z93 rc �0aa p p S F s - , ra.a rorose ' Q�6o.:. Stiff I coBslBrer srfu w�u.o,-'`' r ror.,JS rrs � 1I 7013.98 PAG ` ran. GARAGE 1orJ1 rc I I To my I 0 IOIf.Jj F5 7 v 5L0T%N•(I1i _ 1 103QW M 1009.691NV 1 SU a7AX F POOL \\ lot, ..r rs` r.rE sUBF/CE I op~ CO-- r0 ..eJ I W 75 t3 .,, rorl.os xvv hI :.Tn ' . • ' . 10 75.48 FT 1014.98 PAD rarr.' orJ.eJ 011J 7F ry •' • '.•r• r' ,011.3 Tl Y '.,',' . ,•..: : ,.' r•. .• \ 1 'ter •'Fs ... + .•' .. 'B Q -8 e'PK' —-- -- ror..> rc W oo ry 101. r0 rM! IOrJ.O IF ro L.T rc S230419W r011.J• .wv .T Tg7 r011.5T mY r 01).TO my L `Ij, LONSTBflCf 6' B(aK WAG �O / 0 / LOT 176 IPPBIJVED IMB "EI0H1- 10r1.90 GRAPHIC SCALE ( n+ tt2r 1 11-h - e ft r.>rc 101•: ' • 0 10 0 1 oee Iw 1 e- I I Q oun elax4.1 � . PK' > FOR EwEROfBCY 10 11.7 l�lyj'rG . RAIKIGE 4 \ W 1 1 p = 09.48'S5" \ \ R = 121.00' 1 ' T = 36. 15' L = 72.12' 1 1\\ \\ \ \ 1\ \ e' M .44' 190.44 r0,•.1 rG rG ro 10.95 ' \ 10, 1.fr NV IOIJO ? QRprFS.T1q, Or — u No.C52260 ' CIVI or APPROVED 8Y" Po a ,lam in The City Of La Quinta Civi/ Fngmeennq Ai°^ oeu�t cc9�o 9115s Lond Su—ymq (750) J•e-BOrS Precise Grading Plan I (7W) Ne-25N oa>£ •�'•"'^•' o, , ,,_ P_„k Lot 175, Tract No. 29894-2 per M.B. 327156, O.R. FEI80 FOR. White Residence } I i i\\ i• R 0 0 F N 0 T E S ' 1. All heights given are from app. pad height (1013.9'). i 2. T.O.P. - Top of Parapet and/or Boom. B.O.T. - Bottom of Trellis T.O.R. - Top of Ridge T.O.C. - Top of Chimney T.O.F. - Top of Fascia 3. Flash and Counterfiash all roof to vertical wall transitions unless specifically detailed otherwise. 4. Common gang all plumbing vents to meth. equip. enclosure screens wherever possible. 5. All flat roof areas shall have a mimimum 1/4" per IL positive surface slope towards drain. 6. Provide GSM Flashing at all hip / valley conditions per tie manufacturers specifications unless additional L requirements are specifically detaied. Indicates O'Hagln Alum. Cloaked Vent Tile with point finish to match roof We (100 sq. in. ea.) (800) 394-3864. wiln �-- NOTE ROCS SLOPES GUEN ARE APP12OXMATE ONLY. o 3 ROOF ' 1`/! ORANI � m PLATE to 1SEE tjl,20GE REOLRFI.BJTS 7. DRAVV►.GS to o - _ _ _ _ _ _ _ _ �L{ ` DRAINAGE SYST9.L LET OUT OVM o _ GRADE FILJSJ w+m EXTBaCR El 0 0 F H E I 0 i Secondl StorYj Allowable at 24' I Second Sta4 Proposed at 24' Tower Terri t at 26' Proposed T IC A C 5 I I I 962.5 Sq. Ft. L....... 683 Sq. Ft. . 98 Sq. Ft. II i 5S 17. .. ....d.... .. f Total Roof'A(ea Over 20' (20.3 ) .. .......1....... 7914 Ft. Y otes Roof Heights Ova 20 . L........ 781 Sq. Ft. i� may. Lamm- 5! J ` / o•,�}y �o 6��D 1 /1 / dA gyp. yl 1 L U7 $QaE !,n j I �• `� 1\\ C1A55-A BLL RF' . NTEC 9F4OC,M \\ wifo DES.. pTTAANN COL Q A �� ATE/ SAP I � q�e �OQAAII al V4. PC7 FT. A' l/�( rrYPJ .��\ 1 ��' LL•O' v APP. CO. \� \ / 24" lit � v TYp, o6' i @ 1 /�, , 1 ,�O•• 1 Lt :. :.fl �,•.. .- vein DARKKSST'O� FLASH 2- rAx II ( 1 SyWN ALL crW to �ONM1 6R i Ui II • V ` GR PLAN \\ II II • . ' 1028.73'� b �� 1 ..'lftl 1 t i II 11 � _ \v '• i SLC: pt O' rwl I LR' L� SLOPE Dnl I I B LDNG SETBACK LM J ' / i�" �✓ ,O P�OPERTY cs i PRESENTATION SITE / ROOF PLAN L /1) a I 1 \ \1 RENSIONS 11 o � 2 u v 0 o 9 o< z 'o c E 0 0 7) COPYRIGHT 2004 ioe 0 w u m e < < N a g g AG, o � a' oI i� a w w mN (O G. EJ o F a E gc c w..a at > as wo fi E cc z uJ c m o O _ 3 E c a o a.E o $ E c a u � � H N P Y b � - a o r� w n m o u=ao0 <3Ua mo v a1 m� NV Ly D:_yh a F `0 al'- a a:2ja a � � 1 b t N < m III» u (J 1 0 44 o I� 0 a A. € V � z \ J ^ d ij!V"1j1 \` LL DRANK W CHECKED t\ '\ (n DATE \ \ \ z SCALE F- JOB NO. 0418.00 \ LU SHEET N0. 1 \ LU P1.2 OL w an AR5:i SU2RC5ND ... COURTYARD VIEW / CROSS SECTION SCULPTED RASTER LAYOUT F HAVE CA APPROVED PAD GRADE REAR PROPERTY LTA: - SEE SITE PLAN POOL SPA. REAR DECK mo FFNTY EDGE o1 POOL. - SEE STE PLAN APPROVED PAD GRADE — Im EXISTING ENOAPKhBJT to LAKE to REMAIN NATLRA_ LINO GRADNG) 0 a TWO4mCCE CLAY TLE ROOF RAIDUSED TOWER BEYOND wish BED br 'DE LED' or APP. EO. SCULPTED FASCIA U 2 STACKED CLAY TIF VBJi PFiL 1039.9' 8 8 CAMERA TLE W- DIAGONAL LAYUP FN H.R. of II'-6' ABV. FIN R.R. of ENTRY DAS4M LNE NDICATES PROP. LICE WALL •72' ABV AD.L PAD. WALL NOT S-IOWN far CLARfTY—i-- 12 u BALCONY '• " •` ::^:I• ABV 'r '�: '. _ 6 . n oU1STANR of 37 D.C. ;. IIIIIf--IFFf with h DARK FT - � O 30" .c COPYRIGHT 2004 APPROVED PAD GRADE w 1-0 SECTIONAL GARAGE ARCM OQNLWAENTAL RON SQIPTID YARD WALLS - SEE 511TRY N ?S MM ORNAMENTAL B•ffRY GATE - SEE B•fI1ZY WALL ELEVATION RINGS WALL ELEVATIONS ENTRY DOOR BEYOND ° o w MOV W 1 FRONT ELEVATION from STREET (LOOKING NORTH) 1/8"=1'-0" 1 a L of wv 12 Ou TRK•GE4 01 37 D.C. Ith DARK STAIN FLASH - typ• PRCP53 Ty LN'_ �) PROPERTY LINE WALLS with -... PLASTER FTL to MATC14 RESVENCE - LAYOUT P62 SITE FLAN - to HAVE CAMERA CAPS 1013.10' APPROVED PAD GRADE NOT 5F40WN for C ARITY Z a U = U O m a ° ° > aQ Wa ° o 12 o E 0 0 0 z fro. 9 E •`s, o (L o TWO-PIECE CLAY TLE ROOF BLEND by 'DE LEOv _h __....._..... ._' ,.. •.:. _. _ . PROPERTY LINE u a` a n 0 t REAR ELEVATION (LOOKING SOUTH) REAR PROPERTY LIIE - SEE SITE PLAN ' POOL SETBACK SPA REAR DECK mo rFNTY • EDGE at POOL_ - SEE SITE PLAN - APPROVED FN GRADE 1013.9' , EX TING ME�,r to LAKE too SEMAN N TTLLPAL GC, GRADING) RIGHT SIDE ELEVATION (LOOKING WEST) TYIO-PECE CLAY TLE ROOF BLED DY 'DE LEO' APP. ED. �� __.__ 1039.9' 1014.9' u r s PAD GRADE - S v n � w�nN Qo° �3 mg.' �1cLu° N n Z C o �- m a N d am o 0 o 3 V U� to Z O DRA- i CHECKED W J W DATE Z SCALP F- JOB NO. < 0418.00 ~ SHEET NO. Z W 1n P1.3 1/8''=1-0" 1 4 9 Washingonla robuso - typical Note: Golf coons ground coverjmix to be hydroseeded into landscape this area I I ' line of sight cut off j For Lot 174 L Bouganvillea Texas Dawn' _ _ I Lsc I �!71 ''am W,� •' aftA man m LMN Room PAD 1014.98' 7 V L5!Family Room Dining Room �. L7i1 e�ill a� rr Kitchen �cu�1i1 SC i li �Y�Id:© Gains IN NO IVA' 011 �,✓Ci�/.��,' Cam_ .010 ti RAJ% f UY rwRi $.L4v �Pj Podranea ricasollana — — — — CRrus J &azilfan pepper trees ---------------- ---- ---- -----1 rtuscommunls'Com M acta' Une of sight cutoff PLANT LEGEND Y P s.� I for Lot 176 symbol botanical name cormrson name 9uandty airs msnwks \\ o I r -Note: GoH coon/ ground cover mix to be Trees AS Araria hydrosaed6d IMo landscape this area Be srtdalil Sauhkie Blakeana HOM KwV Old tld live 2 48b 48• box \\ Desert Wllbw SR Raaucarrda recurvata Patyld pain 2 36• Box \ ml erd� eum' I- Is old d paradise 2 48' box\ DC M CCAE 'Desert Musea \ CH Chamaerops humllle k4allihimonven Fan pain 4 \\ U Lageratioamia lndlca CtIIIIIIII 4 38'Box I OE Olea europe Vyaeonlr ee RriME1W 1 48. box \ �trrrbs ilre Was nh�ronin p 15 \\\ fi � �a 8 10hLgallon I AVB Abe Vere InUtdrW alias 2 5 gallon \ I I BL BougallnNlee to f oaa' 3 o 15 pen \ \\ BRO BouganNMa Rosenks' �w&wII- 1 15 peon CC Convolyulus onearurr Illisshpasaft gay \ Dw Darylklon w veilf Oalal�t spoon 4 2' dr. Mtn. \ EV Europe. P.'Viride' Olanladaulopa 6 16 paean \ EUR Euphorble dyda S" okkmm 8 5 gallon \\ HD Hamarocalft hybrid aYb S 5 gallon 1 HP Hasparalce PervlBora Red „pea 3 5 gallon \ I HPY Hesperabe Parvpora' yellow Yellow YUWA 4 5 gallon \ \\ 1 HS8 H6tsors'S EuU rbal' Missoula 14 15 gallon I GM Gardenia J. 7nyeory Gardenia 3 15 galn \ lo ' Gv Gardenia J. Yetkhf Gwasnia 3 Boa - HD Herrxermal8e hybrid Daylly, 3 6 gallon \ LAM Lenlarn Mpnb Ift Purple Pros. Lantana 11 5 gallon \ MER Muhlenbergle ripens Dear prase 5 5 gallon \ I NO Nandins Dornedloe Heavaiy Bamboo 5 15 gallon PS Pannlsedm 9.'Crquaum' — --, Purl. lourialn greas 3 scow — 5 gallon SC Spheralcea cocdnea Scorlet globe Mal" SG Salvia gragil Saga 9 5 gallon XC Xyosme congeahan Shhryxybema 4 16 gallon YP Yucca psndia Soft 6af yucca 2 15 gallon Vines BTD BougWmAk a Texas Dawn' Bougainvillea 6 15 gallon Who to wall CIT C" Ruby grepe8uif 2 16 gallon Wills to wall POD Podranva rtr.eeallara Pink Trumpet vine 4 15 gallon Whs to wall Groundooven AC Amoral War - seasonal flowers Quarts ® 8' o.c. G Guanla 'Sun Gold' Flats ® V O.C. Sod Lawn Hybrid Bemwda'Tlf Green' Apol.October Over Seeded w/ Annual Rya October-Alxtl BLDRS Grey Greats Boulders w/ Permson etaln 84dla.; 7.2 dla. R a