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MUP 2007-934r A FWANCE ftWRW 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 Case No.�l Date Re�icvd. �^ Fee: T-7? .(� , x2- -15-1) Related Appsz ----_ Logged in 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. a V pt-/ APPLICANT 4tCt 400n c S (n�Pr(rint) MAILING ADDRESS �`-�A.P �� [ Phone No. CITY, STATE, ZIP: �, Q l �i n 4 C_'� �� ��- 3 Fax No.b og PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: A� ryD Phone N6. r Fax No. ` Rte. l�k PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): ('Uc--* ,30 0-z' AI Minor Use Permit SUBMISSION EQUIUMENTS- ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 1 I" sheet or folded down to 8'/z" 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 forma NAME OF APPLICANT`�(,�(I�US (Please Print) SIGNATURE OF APPLICANT DATE NAME OF PROPERTY OWN�Q la S (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 CITY OF LA QUINTA ** CUSTOMER RECEIPT f*f Date: 6/01/87 01 Receipt no: 17707 Description Quantity Amount 12 PZ MINOR USE PERMIT 2.00 $150.06 Trans number: 77275 MUP #07.934/SHEA HHS Tender detail CK CHECK 64107186 $150.00 Total tendered $150.00 Total payment $150.00 Trans date: 6/01/07 Time: 14:11:48 THAN( YOU FOR YOUR PAYMENT . _ .'r N n•h'r•••r^:•.+v^SSi'r'r'.'r4'L'Yr.=:+.,+.'YL+4 M1N e YSr FOR QUESTIONS PLEASE CALL 760-777-7150 • N June 7, 2007 EFILE COPY Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 • SUBJECT: MINOR USE PERMIT 2007-934 TRILOGY, TRACT 30023-7, PHASE 18A-3, LOT 72,103- CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-934 allowing the construction of a casita at the following location is hereby approved: Lot 103: 81-845 La Paz Court Lot 72: 61-746 Tulare Lane You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for the homes address. It must be signed by the owners 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 cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, �('_ - e, A_ ERIC CEJA Assistant Pla er c. Building and Safety Department P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 ( 760) 777-7000 -FAX (760) 777-7101 RECORDING REQUESTED -BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes . 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-845 LA PAZ COURT, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 7th day of June, 2007 by Shea Homes, 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 103, TR 30023-7, 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. 2007-934); 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, wner(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: L(gohnson Planning Manager City of La Quinta Printed Name of all owner(s) A Date ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On & - :, be re me, , Notary Public, personally appeared 06z personally known to me or proved to me on the basis atisfactory 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 se Signature of the Notary Public • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-746 TULARE LANE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 7 t day of June. 2007 by Shea Homes, 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 72, TR 30023-7. 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: The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2007-934); 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 land 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 fist being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, expenses incurred by the City of La Quinta including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Lt'Mohnson Planning Manager City of La Quinta they hereby agree to pay all costs and in securing performance of such obligation, Printed Name of all owner(s) C/ l /07 `i 0 .0 ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On `7 of re me, ' Notary Public, personally appeared personally known to me or proved to me on the basis o atisfactory 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 Signature of the Notary Public Commtuton a 1723211 Notary F - Calltomlo Rmmkft County L -0-L- MNCQr1m6VkNFfb2,201.1.. Trilogy at La Quinta Construction Phase 18A3 Se # Lot # Address Plan & Garage Seq. Elevation Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 1 103 81845 La Paz Court 4520B Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,943 2 105 61718 Tulare Lane 5515B Left Right Box Bay @ MBR - 26 sf. & Nook - 26 sf. 2,174 3 104 61732 Tulare Lane 5500C Left Left Exercise Rm - 149 sf. Bay @ MBR - 63 sf. 4 ft. Ext. - 83 sf. 2,599 4 72 61746 Tulare Lane 5320B Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. & Nook - 26 sf. 4 ft. Ext. - 83 sf. 2,341 5 71 61760 Tulare Lane 5500B Right g Right g Exercise Rm - 149 sf. Bay @MBR - 63 sf. 4 ft. Ext. - 83 sf. 2,599 6 1 7061774 Tulare Lane 5500A Left Left Exercise Rm - 149 sf. Bay @ MBR - 63 sf. 4 ft. Ext. - 83 sf. 2,599 Total 14,255 To CLQ on 6/1/07 -P -- -- ------ SIDES AND REAR ELEVATIONS 4520-B FRONT ELEVATION 4520-B WITH GASITA OPTION '°^'- WITH GASITA OPTION I _1_ IPO�tCFj �. SQ. FOOTAGE--_}� cnslTas -< i----- CASITA --' I ! I s I 1 I �K I I I ------------'� OPT. CASITAS 4520-E (ONION -g62-4530) �"� ARTIAL LEFT 5320-B PARTIAL REAR 5320-B PARTIAL FRONT 5320-B PARTIAL RIGHT 5320-B L FLOOR PLAN ADDENDUM 5320-E v 7 - ENTRY I I I I� i I DEN / OPT. _______� I I BEDRM.3 I I I / CAA ITA I I_-_- 4 BEDROL}M 2 li I I I I I I I � I I I I I BA.O I SQ. FOOTAGE _ i CASITA AlOWg L FLOOR PLAN ADDENDUM 5320-E 01111611,960 z 0 V) 0 CITY/COUNTYI LIMIT LINE 61 st Ave. e COUNTY CE I RIVERSIDE ' 64th AVENUE CONSTRUCTION NOTES OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT._ 2� CONSTRUCT 4" THICK P.C.C. DWY/SLAB. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3 ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3._ FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 450 CY TOTAL FILL (RAW): 450 CY THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. LEGEND LANE -� CITY/COUNTY LIMIT LINE LOT NO. RG 888 PROPOSED EXTENDED FOOTING VICINITY MAP -- - RIGHT-OF-WAY - NTS 1,.®��� - PUBLIC UTILITY EASEMENT 30023-7 �- PROPOSED SWALE FLOWLINE LOT G N PG 51 / ABBREVIATIONS WEDGE CURB AND GUTTER SHEETS BC BEGIN CURVE MAX MAXIMUM BCC BEGIN COMPOUND CURVE MIN MINIMUM BCR BEGIN CURB RETURN NTS NOT TO SCALE BOC BACK OF CURB P.C.C. PORTLAND CEMENT CONCRETE BS BOTTOM OF STEPS PE PAD ELEVATION CB CATCH BASIN PIG POINT OF INTERSECTING GRADE C/L CENTERLINE P/L PROPERTY LINE C/G CURB AND GUTTER PROP. PROPOSED DWY DRIVEWAY PUE PROPOSED UTILITY EASEMENT EC END CURVE PVMT PAVEMENT ECR END CURB RETURN RG ROUGH GRADING PLAN ELEV ELEVATION R/W RIGHT-OF-WAY EP EDGE OF PAVEMENT STA STATION EX. EXISTING S.D. STORM DRAIN HP HIGH POINT S/W SIDE WALK FF FINISHED FLOOR TC TOP OF CURB FG FINISHED GRADE TG TOP OF GRATE FH FIRE HYDRANT TP TOP OF PAVEMENT FL FLOWLINE TS TOP OF STEPS FS FINISHED SURFACE TW TOP OF WALL GB GRADE BREAK TYP TYPICAL GF GARAGE FINISHED FLOOR TF TOP OF FOOTING INV INVERT TRW TOP OF RETAINING WALL TSF TOP OF STEEL FENCE CONSTRUCTION NOTES OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT._ 2� CONSTRUCT 4" THICK P.C.C. DWY/SLAB. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3 ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3._ FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 450 CY TOTAL FILL (RAW): 450 CY THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. LEGEND LANE -� CITY/COUNTY LIMIT LINE LOT NO. RG 888 PROPOSED EXTENDED FOOTING © -- - RIGHT-OF-WAY - - CENTERLINE — — - PUBLIC UTILITY EASEMENT 30023-7 �- PROPOSED SWALE FLOWLINE LOT G N PG 51 / JAD WEDGE CURB AND GUTTER SHEETS PROPOSED GARDEN WALL O . PG 50 SEE LANDSCAPE PLANS FOR DETAILS RG 822 PG 49 EXISTING GARDEN BLOCK WALL --rr--rxx{--- LOT NO RG 823 PG 48 EXISTING RETAINING/GARDEN BLOCK WALL {man- EXISTING KNEE WALL /i PROPOSED AIR CONDITIONING UNIT — w- - WATER MAIN — s- — - SEWER MAIN 0 FIRE HYDRANT -14 STREET LIGHT © WATER METER 0 ELECTRIC JUNCTION BOX El TRANSFORMER a VAULT O2 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) _45 LF 5,720 SF 6 EA _400 SF -15 LF -138 LF MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY IQ)qEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 GAS THE GAS COMPANY (760) 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR- EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. NOTE TO CONTRACTOR- DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH 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 IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. 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. T 161-f 4 TR&CT ace SEQUENCE LOT NO. RG 886 PG 91 LOT NO. LOTS 70-72 and 103-1(05 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN PREPARED FOR, sfiEA HOMES 80311 TRILOGY PARKWAY LA QUINTA, CA 92253 (760) 777-6000 3005107 LOT N0. LOT N0. LOT N0. LOT N0. LOT N0. LOT N0. LOT NO RG 855 RG 856 RG 857 RG 858 RG 8159 8 RG 860 RG 861 PG 112 PG 111 PG 110 PG 109 PG 108 PG 107 PG 106 TULARE LANE -� LOT NO. RG 887 LOT N0. LOT NO. RG 888 PG 92 RG PG 93 LOT N0. G 94 ,C`CJ LOT N0. PG 52 \ PG 989'5o Q� �jTRAC 30023-7 �® LOT NO. RG 862 PG 105 LOT NO. RG 863 PG 104, LOT NO. BISQUE E ISA -11 LOT NO PG 96 �RG 96' G 97 1802 � G 101 RG 882 LOT N0. PG $7 RG $92 PG 97 LOT NO. RG 881 PG 8 RPG 8180 880 PG 8 �A OT NO RG 879 o PG 84 �� OT NO��* RG 878 PG 83 PLANNING AREA: 25 ASSESSOR'S PARCEL NO. 764-270-018 THOMAS BROTHERS GUIDE: RIVERSIDE COUNTY 2002 PAGE 5590, GRID E2 FEMA ZONE D PER PANEL 060245 INDEX SHEET THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT (EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR HYDRO -CONSOLIDATION. NOTE, SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. TOPOGRAPHY SOURCE: THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. LOT NO. RG 893 PG 98 LOT N0� ExosTO o R G 8095T cT 30025s- LOT 00 � LOT N 't,(,�ENCE ape �iG 894 �� 7 RG 99 �" LOT NO. RG 898 .PG 103 R LOT N LOT NU RG 872 RG 8 6 PG 77 PG 76 LOT N RG 873 TGA�T®� \PG 78 \li reniM.r of LOT NO RG 874 LOT NO. PG 79 RG 875 PG 80 IXOSTONa TRACT 30023.7 SEQUENCE 117 LOT NO. RG 864 PG 72, LOT . • G 868 PG 73 _OT NO. RG 865 PG 71— LOT L LOT NO. RG 866 PG 70 OT of,- LOT NO, PG j 49 RG 818 N0. '°� PG 53 i 50 GT 819 DRAWN BY ,C`CJ LOT N0. PG 52 \ 18A-3 - LOTS 70-72 and 103-105 RG 820 PRECISE GRADING PLANS - COVER SHEET LOT G N PG 51 / JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS LOT N . PG 50 RG 822 PG 49 LOT N0. LOT NO RG 823 PG 48 , RG 824 /i PG 47 Mlift ilk 1-010 rxp.QROFE88/0/y Et4O;pQ2880 m 30-07 THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER 8'� C' / y O v 'Q TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. q�F OF CA0�OQ� NOTE- ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' FOR PERMITTING PLANNING & ZONING COMPLIANCE DM HARTUNG DATE DOUGLAS R. EVANS UILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR ITY OF LA QUINTA CITY OF LA QUINTA PROVED AND RECOMMENDED R APPROVAL BY: DATE KURT M. SAXON DATE RCE 44180 EXP. DATE 6/30/07 SAXON ENGINEERING SERVICES GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING 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 THE 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 THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. 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 PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. 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 (90%) 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 TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL_ OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE 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 1 TO APRIL 30: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. �. Dili 11 go J CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR, ACCESSIBILITY DETAILS THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. NUISANCE WATER DISCLAIMER NOTE, EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. DESIGN BY CITY OF LA QUINTA, CALIFORNIA SHEET DLS 1 DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 m DLsSEQUENCE CHECK BY 18A-3 - LOTS 70-72 and 103-105 of o 3 PRECISE GRADING PLANS - COVER SHEET Q JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS �o TF Im PROPOSED AIR CONDITIONING UNIT [IS — w— — WATER MAIN 04388 ' SEWER MAIN 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE FIRE HYDRANT / wLOCATION co ' FpEm426•o �� � ® WATER METER / 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH 0 ELECTRIC JUNCTION BOX PRECISE GRADING PLAN UOF even"Mr aoou.o' � eQuewai TOA o Mu GUEST HOUSES/CASITAS AS SHOWN WERE SUBMITTED FOR APPROVAL UNDER A MINOR USE PERMIT 2007— t i AlertDIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE • DIG NO. SEE WALL PLANS O R ALL TW, FG, DRAINAGE DETAILS AND TF GRADES FOR EXISTING WALL] 417 �7 11 pfmn, bro -R� 'TLQ-'uUg(� VaA o © Copyright 2007 MSA Consulting, Inc. All Rights Reserved O Q,�,OFESS/01A �Q� A DE t4 Fti CO 099 �2 Lu C43880 m Exp. 6-30-07 9�F OF CA\�\�OQ, FOR PERMITTING PLANNING & ZONING COMPLIANCE MA PPROVED AND RECOMMENDED FOR APPROVAL BY: N HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE ILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 Y OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES I CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. f O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. I ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. / U5 INSTALL 4" PVC DRAIN PIPE. / ® CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. MAC -101I mmomm�mmmm®mm�..xw� CITY/COUNTY LIMIT LINE ® PROPOSED EXTENDED FOOTING ® -- RIGHT—OF—WAY CENTERLINE — PUBLIC UTILITY EASEMENT < PROPOSED SWALE FLOWLINE WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS ---� _"-— EXISTING GARDEN BLOCK WALL EXISTING RETAINING/GARDEN BLOCK WALL =" EXISTING KNEE WALL REVISIONS APPROVED DATE CONSULTING, INC. BENCH P D X09-70 ELEV. 27.941 tNAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF H PROPOSED AIR CONDITIONING UNIT CI°TY Off' LA11NiA CALM°ORNIAmc — w— — WATER MAIN 04388 ' SEWER MAIN 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE FIRE HYDRANT / wLOCATION co ' STREET LIGHT / ® WATER METER / 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH FE] ELECTRIC JUNCTION BOX PRECISE GRADING PLAN UOF TRANSFORMER / BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS11 ED VAULT / 0 a 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB REVISIONS APPROVED DATE CONSULTING, INC. BENCH P D X09-70 ELEV. 27.941 tNAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N]]I CI°TY Off' LA11NiA CALM°ORNIAmc SHEET s PLANNING ® CIVIL ENGINEERING m LAND SURVEYING MARK 04388 ' 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE TRILOGY AT LA QUINTA — TRACT NO. 30023-7 wLOCATION co BOB HOPE DRIVE m RANCHO MIltAGE ® CA 92270 WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE DATE SEQUENCE 13A-3 - LOTS 70-72 and 103-105 OF "234200 0TELEPHONE (760) 320-9811 m FAx (760) 323-7893 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH PRECISE GRADING PLAN UOF AVENUE 50. BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS11 PROPERTY LINE F1 5' MIN. 3' MIN. 2' MIN f-1 z� N FL F] FF � � 2 1% MSN 2% MIN. 4.=1II=1II 1=1TI-III=111 IT 111 �11_I��ill :III: 11 �- a GARAGE STOOP CONCRETE LANDIN W/ SWALE CONDITION GARAGE STOOP PATIO CONCRETE LANDINGS NTS PROTr 5' MIN.I I 5' MIN. 3' MIN.2' MIN 2' MIN 3' MIN. 4' FUTURE DRAINAGE HOUSE OR PATIO (SEE PLAN) MINIMUM 20' VARIES -SEE PL P/L " HADJACENT PE VARIES 3' FG (SEE PLAN) (SEE PLAN)FF 2% MIN' (SEE PLAN) FG PE -0.3'= (SEE P,L/AN� FL-HP1% MMpX lq ,,N ' 1% MIN. (SEE PLAN) SECTION E®S TYPICAL REAR YARD_ GARDEN BLOCK WALL NTS PROPERTY LINE Tu NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL EX. KNEE WALL c ffll� c� EX. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OF FL VARIES PROPOSED SWALE TO PROVIDE OUTLETJ (SEE PLAN) EXISTING SACK YARD KNEE WALL OPENING DETAIL "A'p NTS 37' PE 425.1 J Q 4" DIA. SDR PERF PIPE W/ 1 CF 3/4" GRAVEL - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. k2N 6 F 4" DIA. SDR PERF PIPE W/ 1 CF --- 3/4" GRAVEL - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. PE 425.1-J 4" DIA. SDR PERF PIPE W/ 1 CF34- GRAVE WATERPROOFL BACKSIDE OF RETAINING- SLOPE TO DRAIN. ;?``%'`/` WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. ��N ro ../ 4" DIA. SDR PERF PIPE W/ 1 CF_ 3/4" GRAVEL - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. P� P/L, R/W B.O.C. 5' ml 11, 101 iL - . LA PAZ COURT and TULARE LANE NTS 37' 18.5' 18.5' R/W & B.O.C. z zz2 o3w 0 IL v -'z o LL_ Q C:> LL_ = Q V O F- w� opo • ..,1p - .. A El 10 11101 rc. FF (PER GRADING PLAN) PE (PER GRADING PLAN) C/L OF ?q SWALE N. 1111 - o - T I FL PER GRADI 01 L 3' MIN ©EXTENDED FOOTING DETAIL NTS PE 419.5 WESTERLY R/W RUSTIC CANYON DRIVE SIDE YARD - BLOCK WALL PROVED FOR PERMITTING N HARTUNG DATE ILDING & SAFETY DIRECTOR Y OF LA QUINTA NG WEDGE CURB Q G PLAN f OMIT ONE BLOCK AT SWALE FLOWLINE FLOWUNE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAILn NTS PLANNING & ZONING COMPLIANCE OVED AND RECOMMENDED APPROVAL BY: LAS R. EVANS DATE KURT M. SAXON DATE 1UNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA SAXON ENGINEERING SERVICES CONSTRUCTION NOTES O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. �2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON HEREON. �4 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL HEREON. FS 1-0. TO 0.3;: 2% INSTALL 4" PVC S.D. J LINE 0 ® 17. IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION F -F GARAGE 55' WE 53' P/L NOTE: THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S PLANS FOR FURTHER DETAILS.) 55' 61 55' TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 18A-3 - LOTS 70-72 and 103-105 DETAIL SHEET BEING A SUBDIVISION OFA PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEET m OF U SHEETS PE OR FG (SEE PLAN) PE OR FG (SEE PLAN) FF FF FL 27 TO 2076 a // . .\/ 2q TO 209; MIN F O 'FP c�� 1 MIN. / o 2:1 MAX 1% MIN. 2:1 MAX\ SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS P/L, R&W B.O.C. 4' FUTURE DRAINAGE HOUSE OR PATIO (SEE PLAN) MINIMUM 20' VARIES -SEE PL P/L " HADJACENT PE VARIES 3' FG (SEE PLAN) (SEE PLAN)FF 2% MIN' (SEE PLAN) FG PE -0.3'= (SEE P,L/AN� FL-HP1% MMpX lq ,,N ' 1% MIN. (SEE PLAN) SECTION E®S TYPICAL REAR YARD_ GARDEN BLOCK WALL NTS PROPERTY LINE Tu NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL EX. KNEE WALL c ffll� c� EX. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OF FL VARIES PROPOSED SWALE TO PROVIDE OUTLETJ (SEE PLAN) EXISTING SACK YARD KNEE WALL OPENING DETAIL "A'p NTS 37' PE 425.1 J Q 4" DIA. SDR PERF PIPE W/ 1 CF 3/4" GRAVEL - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. k2N 6 F 4" DIA. SDR PERF PIPE W/ 1 CF --- 3/4" GRAVEL - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. PE 425.1-J 4" DIA. SDR PERF PIPE W/ 1 CF34- GRAVE WATERPROOFL BACKSIDE OF RETAINING- SLOPE TO DRAIN. ;?``%'`/` WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. ��N ro ../ 4" DIA. SDR PERF PIPE W/ 1 CF_ 3/4" GRAVEL - SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL W/ OBP 'WATERSTOP' OR APPROVED EQUAL. P� P/L, R/W B.O.C. 5' ml 11, 101 iL - . LA PAZ COURT and TULARE LANE NTS 37' 18.5' 18.5' R/W & B.O.C. z zz2 o3w 0 IL v -'z o LL_ Q C:> LL_ = Q V O F- w� opo • ..,1p - .. A El 10 11101 rc. FF (PER GRADING PLAN) PE (PER GRADING PLAN) C/L OF ?q SWALE N. 1111 - o - T I FL PER GRADI 01 L 3' MIN ©EXTENDED FOOTING DETAIL NTS PE 419.5 WESTERLY R/W RUSTIC CANYON DRIVE SIDE YARD - BLOCK WALL PROVED FOR PERMITTING N HARTUNG DATE ILDING & SAFETY DIRECTOR Y OF LA QUINTA NG WEDGE CURB Q G PLAN f OMIT ONE BLOCK AT SWALE FLOWLINE FLOWUNE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAILn NTS PLANNING & ZONING COMPLIANCE OVED AND RECOMMENDED APPROVAL BY: LAS R. EVANS DATE KURT M. SAXON DATE 1UNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA SAXON ENGINEERING SERVICES CONSTRUCTION NOTES O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. �2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON HEREON. �4 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL HEREON. FS 1-0. TO 0.3;: 2% INSTALL 4" PVC S.D. J LINE 0 ® 17. IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION F -F GARAGE 55' WE 53' P/L NOTE: THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S PLANS FOR FURTHER DETAILS.) 55' 61 55' TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 18A-3 - LOTS 70-72 and 103-105 DETAIL SHEET BEING A SUBDIVISION OFA PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEET m OF U SHEETS