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MUP 2007-933i • FMANCE �► ftVamrA eoft 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. - 3 Date Recvd. � ( D Feet 14'�. b) Related Apps.: G� 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. APPLICANT t l 4 n c S (Print y{� MAILING ADDRESS �(lpJ Phone Nol CITY, STATE, ZIP: l �k ( �� ►-�ktn, 4 C Pr q D a- '�5 71-, Fax No.(—, PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: Phone No. Fax No. Gu'( m -c' PROPOSED USE AND/OR CONSTRUCTION (Inc luding operational information): �e.3 t (Ae-f)+ rel �`.9 i �S L) fi—.// PL koo. k{ (attach sheets if neededl LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): c,�* 30 F) - A 18\Minor Use Permit S1 JBMISSION REQUIREMENP ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 81/2" x 11" sheet or folded down to 8%Z" x I I". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT (l)CS (Please Print) SIGNATURE OF APPLICAN DATE NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit CITY OF LA @UINTA *** CUSTOMER RECEIPT Date: 6/81/87 81 Receipt no: 17785 Description Quantityy Amount 12 PZ MINOR USE PERMIT 3.88 $225.88 Trans number: 77273 MUP 87-933/SHEA HONES Tender detail CK CHECK 64187185 $225.86 Total tendered $225,N Total payment SM.N Trans date: 6/81/87 Time: 14:18:48 *** THANK YOU FOR YOUR PAYMENT *** FOR QUESTIONS PLEASE CALL 768-777-7158 June 7, 2007 • • Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. RFILE Copy lc La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-933 TRILOGY, TRACT 30023-7, PHASE 18A-2, LOT 98, 99, 101- CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-933 allowing the construction of a casita at the following location is hereby approved: Lot 98: 81-795 La Paz Court Lot 101: 81-825 La Paz Court Lot 99: 81-805 La Paz Court 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 u Safety Department to issue the building final inspection. Until the recorded copies are receives: 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) 777-712 Sincerely, ERIC CEJA Assistant Plan 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 81-795 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/sheis the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 98, 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. 2007-933; 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 L 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: �OWoFn-son' Planning Manager City of La Quinta Printed Name of all owner(s) 6 A? /9-7 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 10.7-0 , before me, , Notary Public, personally appeared personally known to me or proved to me on the basis of factory 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., Q Signature of the Notary Public LFAMNG�Oeo"Wft*„ • 17aszl"Mry Puime - CnttPomla R1ve"We County A-1. *C0"ftNb2.2011 r 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 81-805 LA PAZ COURT, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 7t" 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 99, 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. 2007-933; 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 ihjunctive 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, fail to perform any obligation hereunder, the expenses incurred by the City of La Quinta in s including attorney's fees. By: 1. 2. 3. Signature(s) Dated: bels Johnson Planning Manager City of La Quinta assigns or successors in interest, shall hereby agree to pay all costs and :curing performance of such obligation, Printed Name of all owner(s) 7/a 7 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) r On 7?1 % ,before me, , Notary Public, personally appeared personally known to me or proved to me on the basis of satigActory 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 -GE7800 rIMLA S. tiro CMmWWn »alai Mehr h,bUC - Can ffdG eim.ia. counter cofl.o,..wea.aoli. 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 81-825 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 101, 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. 2007-933; 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: Planing Manager City of La Quinta Printed Name of all owner(s) Date 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 , before me Nota C�.� _ ry Public, personally appeared personally known to me or proved to me on the basis cr sfactory 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, F Signature of the Notary Public 5�:6a- M r� - s. oto Comma. n o 1723211 �� nb . CaNtomta M�'Ca'nm.� It Trilogy at La Quinta Construction Phase 18A2 -0. # Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 1 98 81795 La Paz Court 6420C Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. & 2,781 Bay @ Nook - 23 sf. 2 99 81805 La Paz Court 4520C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,943 33 100 81815 La Paz Court 4515C Right Right Bay @ Nook - 24 sf. 4 ft. Ext. - 103 sf. 1,773 4 101 81825 La Paz Court 4520A Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,943 5 102 81835 La Paz Court 4515B Right Right Bay @ Nook - 24 sf. 4 ft. Ext. - 103 sf. 1,773 tal fo�� 10,213 To CLQ on 6/1/07 REAR 6420-C RIGHT 6420-C LEFT 6420-C FRONT 6420-C SQ. FOOTAGE CA51TA 755 FLOOR PLAN 6420-C • I I I I ------ - - - - SIDH GS EAND REAR ELEVATIONS 4520-C WITASITA OPTION FRONT ELEVATION 4520-C WITH GASITA -________-_______-_r____ Q, iPotC4 SQ. FOOTAGE CASITAS GASITA 355' Iy BA I I I I I O I I I OPT. CASITAS 4520-C (OPTION x1961-1570) w �� •� • • SIDE5 AND REAR ELEVATIONS 4520-A FRONT ELEVATION 4520-A - OPT. CASITAS -4520-1 z 0 V) Q CITY ::. s QUINT 60th I ,-•CITY/COUNTYI LIMIT LINE / evrku fr f ui i W 61st Ave. u COUNTY OF 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. 3Q PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. - CONSTRUCT 6" THICK P.C.C. DWY APPROACH. �5 INSTALL 4" PVC DRAIN PIPE. �6 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. OCONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 375 C.Y. TOTAL FILL (RAW): 375 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. CITY/COUNTY LIMIT LINE I PROPOSED EXTENDED FOOTING 1 m- VICINITY MAP — CENTERLINE NTS Il+owv� — PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE ABBREVIATIONS WEDGE CURB AND GUTTER 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 GUTTER 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 3TELEPHONE (76O) 320-9811 FAx (�60) 323-79350, 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. 3Q PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. - CONSTRUCT 6" THICK P.C.C. DWY APPROACH. �5 INSTALL 4" PVC DRAIN PIPE. �6 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. OCONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 375 C.Y. TOTAL FILL (RAW): 375 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. CITY/COUNTY LIMIT LINE 'TRACT PROPOSED EXTENDED FOOTING © m- - - - -- RIGHT-OF-WAY — CENTERLINE — — — PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE WEDGE CURB AND GUTTER SE(mu PROPOSED GARDEN WALL O SI�C�IiD SEE LANDSCAPE PLANS FOR DETAILS O PROPOSED RETAINING WALL ). SEE LANDSCAPE PLANS FOR DETAILS LOT NO. LOT NO. EXISTING GARDEN BLOCK WALL LOT NO. LOT NO. c_---� EXISTING RETAINING/GARDEN BLOCK WALL LOT NO. Lf PROPOSED AIR CONDITIONING UNIT — w— — WATER MAIN — s— — — SEWER MAIN RG 857 FIRE HYDRANT RG 859 F STREET LIGHT ® WATER METER PG 112 ELECTRIC JUNCTION BOX PG 110 TRANSFORMER PG 108 F VAULT \2 4" CONCRETE DWY /SLAB ® 6" CONCRETE DWY / SLAB QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 52 LF ,526 SF _5 EA _346 SF _39 LF _296 LF 10 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 p71Q,BEEN 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 SWALE5 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. NO.I REVISIONS NON" TRACT 30023 r# i -•-._ _-.... ' _ __.. _-_423._.-. 425,_ ._ LOT NO. LOT N, RG 860 RG 1 PG 117 PG 11 11 L(7 N0. RG 849 PG 118 LOT NO. RG 848 PG 119 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. I x2'• �� \u x26 � LOT N0. ria c RG 846 .�► PG 121 z� , OT NO. RG 845 ® o PG 12 \\ OT NO. RPG 1 4 p OT N0. RG 843 mss, PG 12 OT N0. RG 842 PG 125 fal -I # 5 1W:fki LV I IYV.w�j RG 878 PG 83 HCS 875 PG 80 Wayom® TRACT 30028_7 OSQUENCS 19(1 0023-7 E 'l)"_ )T NO. LOT NO G 860 RG 861 G 107 pG 106 LOT NO. RG 862 PG 105 FUTURE TRACT 30023-7 DEQUENCE ISA -3 IN - FOR PERMITTING PLANNING & ZONING COMPLIANCE MAPPROVED AND RECOMMENDED FOR APPROVAL BY: TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA CITY OF LA QUINTA 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. 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. o Q���i~ss�dNq` ��� N• 'TRACT 3002a-7 TRACT 30021-7 (HMO I 1'RAC � SE(mu 1MCE V -1 SI�C�IiD mCm 1� e2 7 TOW C ). LOT NO. LOT NO. LOT NO. LOT NO. LOT NO. LOT NO. LOT NO. LOT NO. Lf ,1 RG 852 RG 853 RG 854 RG 855 RG 856 RG 857 RG 858 RG 859 F i PG 115 PG 114 PG 113 PG 112 PG III PG 110 PG 109 PG 108 F LOT N0. ria c RG 846 .�► PG 121 z� , OT NO. RG 845 ® o PG 12 \\ OT NO. RPG 1 4 p OT N0. RG 843 mss, PG 12 OT N0. RG 842 PG 125 fal -I # 5 1W:fki LV I IYV.w�j RG 878 PG 83 HCS 875 PG 80 Wayom® TRACT 30028_7 OSQUENCS 19(1 0023-7 E 'l)"_ )T NO. LOT NO G 860 RG 861 G 107 pG 106 LOT NO. RG 862 PG 105 FUTURE TRACT 30023-7 DEQUENCE ISA -3 IN - FOR PERMITTING PLANNING & ZONING COMPLIANCE MAPPROVED AND RECOMMENDED FOR APPROVAL BY: TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA CITY OF LA QUINTA 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. 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. o Q���i~ss�dNq` ��� N• DE wC43880 m m Exp. 6-30-07 BASIS OF BEARING: � Copyright 2007 THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER �% C' / V 9�. Q MSA Consulting, Inc. TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. Lc 0lp CAL�QO All Rights Reserved NOTE- ALL ELEVATIONS ARE MEAN SEA LEVEL (NOVD29)+500' �1 �+ �Tv APPROVED DATE MSACONSULTING, P.D. 109-70 ELEV. 27.941 (NAV029 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY LMC ���yJ ® Jt, QUINTA, /^+ p ���®A�� /� SHEET '� V9 0438$0 �TRA�J�Ii PLANNING CIVII, ENGINEERING LAND SURVEYING109 TEN - 70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN BY TRILOGY AT LA/mltuiNi AN®. �0'V02/'13�7 o�WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE LMD SEQUENCE 1�A-� LOTS 98`10234200 BOB 'HOPE DRIVE m RANCHO MIRAGE u CA 922' 0FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE CHECK BY PRECISE GRADING PLANS •- COVER SWEET 3TELEPHONE (76O) 320-9811 FAx (�60) 323-79350, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. 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� TW ��W Q TF 97 FF=433.00 �a���a PE -432.4 V, ,s? 4; ice, S% 0 In i i F1 ' llLtfJ (00 83 (Di 86.27' �v ''? �Fl 0. 80 n_13 PE -434.4 FG d TW 440.13 � TF 433.47 (o { u'){f i. I c. TW 440.13 TF 433.47 i' ! 432.2 4.13V7 1 10.97' 29.65 25.13 TW TW 440.13 TW 438.13 438.13 54.54' i TRW 434.80 TF 431.46 TF 430.80 TF (431.46) 81 TW 438.13 �� vTF 80 wFF-432.20 430.80 FF=432.90 PE=431.6 TRACT 1900:23-7 03 EX919`lT0HO SEQUENCE 17B-3 00' 2 •4S' \ 1 X29 3 TRACT 30023 2 3�� J EXOSTONG SEQUENCE W&-� ---1 C 430 78 FC o TC 4 2 43 39 T 4 FL 429. T FC 42 97 ! `a SOq 4,95. 8 31 6.7 23.63' > X2853 8� - - TC 427 TC 426.2 w- 7 w--FL---42&v4 s i F TC 427.35 12k00 / / X25 k , FL 426.85 426.85 J ��5 90 \ g�B - - +-- - 110 - TP ris 31 tr. �G �2 TC 42.5 FC 429.28 TC 428.43 TCTC 2428.14 L, A 425.5 - - A COURT -S , T 9.34 T 42 .78 - s - 1.808% �C 4 / 1 TC 429.20 TC 427.85 ---4 FL 426.42 �C 4262 12 > 3 9'15 sr2� �2 X139 428.86 428.51 TC 427.34 C 427.31 C 426.89 TC 426.38 52• o o. 3 / TC 429.07 1.713% FL 426.84 C FS -GB FS -FL ---� TC 427.19 l Z 4rl:3F1S41 9 423 4 °' 3.98' 55.00 1 11 5 .00' 2.52 32.60' S 2 4229.1-5 29.92 430.08 428.22 27.93 427.42 42 .27 5 26.97 426.63 �� 3.13 o a FSS -FL 5 FS FS N S -FL FS -GB FS -FL a FS -FL S -GB FS -FL 427.51 80 430.91 ° 3 r�i b� 430.43 <-- 2 , oo 2 FL -GB 2 FS _.-I �^ '(N 2 ��° 429.86 �, �° ' S 429.31 - �- �' 428.34 No o �n a> FS 431.91 cV �' I � cn� 2 FL -GB �s 'v �� 2 n 429.55 n\ ° rn o0 f/ -O FS cv � �O 2 r� FS 5's 427406 FS -GB 43'1.53 ,`�� ao ti dr 5 3 429.91 °� E 2.5%, ° d w 427.97 FL -GB 5i TW 433.4E GF=431 .90 FS -GB �' TI�W 431.46 FL ^� 28. b� 5 42�/.92oi FL -GB F` S -G "� ° ti r. ^ 909L 3�vavo+• 2 't TF 426.13 6 DL049 0% cD, `� 5TF 429.46 b` L -GB 00 ° FL-G� , 5 5 FF=429.40 0 �OH�ibO J 31.05 rn T4V 436.13 4 GARAGE 7606 a GARAGE 7606 00 1 TW 435.46 4 4 GARAGE 7606 FF=432.50 < ` ,�5 FL -QB :� GARAGE IN F 429.46 ;o GARAGE GARAGE 4 PE=428.8 `n GF=427.90 c 427.09 PE=431.9 GARAGE o GF=430.70 FF 431.30 GF=429.80 TF 427.46 428.0 D=0.04' 432.30 cASITA b� 7 b� 429.80 PE=430.7 0 ° o GF�428.80 ° 3 FL 6 N FL ;GB GF=431.90 b� TW 434.80 6 L=8 N 7,24 7964 >.n o o cASITA 431.10 TW 435.46 r cfl D=0.23' ; Tv'/ 433.46 i FS 6 FL -GB 5 TF 427.46 cA IrA 432.14 �, 1 TW 437.46 TW 436.13 7964 FS TF 428.13 1 r 7960 L=16 ; 1 �� D=0.05' 430.06 429.06 428.00 IF 426.80 FS 1.26 ° TF 430.13 TF 429.46 2 ° 428.99 ° SE -1 % L=10 No -L FS FL -GB i FL -INV 1.2�� 432.04 TW 437.46 429.88 51.4% cv 6 I' S FL -INV j 5 GB 2 ' ! 428.12 428.16 427.1 FS 4 432.00 TRW 431.46 5 FL -INV FS 2 FG 4 1.9 GB ° DL=1 64, 430.02 B 32 429.11 429.02 42FS14 5 1 TF 434.80 427.46 FS FS 3 FL 2 432.08 TF (429.46) 430.92 430.97 ° FL : I FS Tcv 428.30 FS 5 432.1 FS -GS T`� o FG -HP HP 430.20 4 N FG -HP 429.20 5 102 FS � 432.04 432.17 430.66FS FS 4 5`' 0.5i FS FS r FG -HP 431.10 429.12 0 428.13 M TW 433.46 5`' �% 6' 430.01 FS TW 435.46 �n FS rn 4515 1 N E (� FL -INV 1 O O 1 TF 428.13 FL -INV 1 1 0 F 426.80 < +� FL -INV GB _ GB 6 Y? PRODUCT W 6420 GB 21520 D=0.30' D=0.28' D=0.09 0 0 432.30 PR®DUCT 1 5' •, 5° 6 L=60 4515 5' 5' 6 L=56' 4520 L=18' o PLAN 1S Fs PRODUCT 3 PLAN 3C PRODUCT 1 6}, PRODUCT 1 5': ' 6' FF428.50 ' PLAN 2C ° 6 PLAN 1C D=0.14' PLAN 3A A PE -427.9 FF=431.30 o D=0.30 t�=0.10' FF -430.40 L=28 �; FF=429.40 428.30 FF -432.50 6 PE -430.7 c� 0, o S 432.30 432.30 PE=431.9 0 o L=60 L=20' ,� 430520 PE -429.8 0 LoPE-428.8 to FS FS Lo 430.18 431.10 430.22 0 0 0 428.30 429.20 0 ti 431.31 2 2 o FL 2 FS 3 FL �5 4 2 427.35 431.37 FL 5 5 r 2 FS 2 yN 5 FL 11' FL 4 yN 5 FL BAY 7335 y ° `+ /� `ti 'N ' S 429.32 BAY 7335 5 N 4 FL 5 4,,IN \ 428.10 BAY 7306 [[���������� 42 L42 S �c BAY 7335 BAY 7302 ° BAY 7306 4 32.16 430.98 432.15 TW 437.46 430.40 429.32 430.00 429.08 428.34 FS iv 431 60 TRW 432.3 �tN N FL -HP FS FL FS M FS FL 427.60 FG 4 1.9 u> °? TW 436.13 429.50 N 428.50 FL -HP d t� N FL -HP TF (429.46) �" N FG 430.7 FL -HP 0.50% "' FL -HP 0.50% i . 0.50% N 0.50% 0.50% 0.50% TF (428.13)- 0.50% 0.50% 0.50% N 0.50% I TW 435.46 TW 434.80 I 430.7 , 429.8 429.8 TF 427.46 428.8 FG 427.9 427.9 44.16 FG 55.00' FG 55.00 FG ( ) _ 55.00' FG TF (426.80) 70.70' FG xY -s-'t- A- 31.29' r ^"s"nom •r3,lecr--c-- -t~ ` -�.::�=fi•_-_-`"xY.-.2.-._tra4--- €, 31.29' 23.45' y 20.72' 34.28' 20.72' 34.28' 20.72' 34.28' 20.72' 34.28' 55.00' 138.13 I 438.13 TW 438.13 s I TW 437.46 �� 436.80 TW 436.80 TW 435.46 TW 435.46 TW 434.80 TW 434.80 TW 434.13 30.13 TRW 432.13 TRW 432.13 TRW 431.46 TF 428.80 TRW 430.80) TF 428.80 TRW 429.46 TF 428.13 TF 427.46 TF 427.46 TF (430.13) i (430.13) TF (428.80) TF (428.80) TF (428.13) % �j W 433.46 i I '" 7 5 TF 426.80 74 FF=431.40 FF=430.00 PE -430.8 FF=430.70 FF=429.30 FF"428.60 FF=427.80 PE -430.1 PE -429.4 PE -428.7 PE -428.0 PE -427.2 TRACT W023-7 3-7 `1TRAC T 30023-7 3-7 EXUSTONQ SEQUEHC E 170-2 -2 FUTURE SEQUENCE TOB 34200 BoB HOPE DRivE m RANCHO MmAGE In CA 92270 TELEPHONE (760) 320-9811 ® FAx (760) 323-7893 Uuu O 3�`3 w 103 FF=427.80 PE=427.2 (426.13) PROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED FOR APPROVAL BY: 4 HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE LDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 ( OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES CONSTRUCTION NOTES CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O3 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. 7O CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. LEGEND mmumm4am mm -cam -am ® CITY/COUNTY LIMIT LINE ® PROPOSED EXTENDED FOOTING ® RIGHT-OF-WAY - - CENTERLINE - PUBLIC UTILITY EASEMENT < PROPOSED SWALE FLOWLINE WEDGE CURB AND GUTTER ( PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS O7 PROPOSED RETAINING WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN BLOCK WALL EXISTING RETAINING/GARDEN BLOCK WALL PROPOSED AIR CONDITIONING UNIT w- - WATER MAIN s- - SEWER MAIN FIRE HYDRANT i> STREET LIGHT ® WATER METER E[] ELECTRIC JUNCTION BOX F TRANSFORMER VAULT O2 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB CITY OF LA QUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 18A-2 - LOTS 98-102 PRECISE GRADING PLAN BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEET 2 PROPERTY LINE 5' MIN. 3' MIN. 2' MIN z� iv M FL F o 6 2 �p1N A 2--.MMIN. ,L.� pAPX •y °"—I�I—I�I 1111111=III-111 ;j LEI l l iii l l l :III .a GARAGE STOOP CONCRETE LA SII/ SWALE CONDITION z tV r+jN o0 2 • 2----% M IN. `n- i- ' 11- GARAGE STOOP PATIO CONCRETE LANDINGS NTS PROPERTY LINE 5' MIN. I i l 5' MIN. 3' MIN. 2' MIN 2' MIN 3' MIN. PE OR FGA (SEE PLAN) 27 TO 209; ll 30 0' MIN. F 1 % MIN. - 2.1 MAX PE OR FG (SEE PLAN) F FL 2% TO 20% ME ° ;�F� F 1% MIN. 2:1 MAX X9A_ o SECTION A -A TYPICAL GARDEN MALL SIDE YARD DETAIL NTS P/L, R/W & B.O.C. 10' P.U.E. _ 4' li I I I FUTURE o la 1% MIN. - 2:1 MAX PROPERTY � -' LINE �� QF' LJ PROPERTY �Q�� LINE �� QF' o I.7�?: 1% MIN. - 2:1 MAX SECTION S®S EXISTING RETAINING/GARDEN WALL REAR/SIDE YARD DETAIL (PE'S EXCEED T -®v VERTICAL DIFFERENTIAL) NTS 37' P/L, R&W B.O.C. A� 10' P (PRIVATE STREET) TYPICAL NON -LOOP STREET SECTION LA PAZ COURT NTS _ �„ _ - , U11111=1RE Moil, s HOUSE OR PATIO (SEE PLAN) 3' FF 2%0 MIN. (SEE PLAN) \� 77/731 \ MUM 20' -SEE PLAN PE -0.3'= 1% MIN. FL -HP (SEE PLAN) 777 7/77 7777 777 777 � " 7777 P/L H ADJACENT PE VARIES (SEE PLAN) G FG 3EE PLAN) (SEE PLAN) MMS 2�i A14IN V) z z 0 o�W C> 0- t- --' Z ow�F= V) o(If w =¢(o w opo FF (PER GRADING PLAN) PE (PER GRADING PLAN) C/L OF 29 SWALE 2 .. ;. _AagMq . ��-ice FL PER GRADINi L 3' MIN ©EXTENDED FOOTING DETAIL NTS SIDE YARD - BLOCK WALL ® ® ® ® ® � K` Q r OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL 3 NTS FOR PERMITTING NPLANNING & ZONING COMPLIANCE SAPPROVED AND RECOMMENDED FOR APPROVAL BY: A 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 45' rl IAI[`TAI I A» MXJP (� n 45' 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. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON HEREON. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL HEREON. O7 CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. (SEE PLAN} P/L FS 2= FS 1-0.2 2 TO 0.33' 2% VA/�A�e 3:1 INSTALL 4" PVC S.D. LINE 0 ® 1% IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION C—C 45' 45' BAY 7]]6 BAY 7335 4520 4520 PRODUCT 1 I PRODUCT1 PLAN 3A PLAN 3C C4 I l CAS�LA 7960 C 9TA 7964 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.) RS' TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 18A-2 - LOTS 98-102 DETAIL SHEET BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. c D Lo 0 v V) 3 m M 0 C7 A t` N 3 v 0 0 0) v 2 C7 m 'U N N m U C N 7 N W ¢ W U c c 0 3 ° SHEETS