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MUP 2006-858nwnu.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. M-4 ? o G— g r& Date Recvd. (ll s s�iG Fee: Related Apps.: KOP' e6 -a$5 Logged in by: tic— 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 R -C4 40 nc S (Print) MAILING ADDRESS �(� -T !21 L 05 y P� k� Phone No- (00) --1,1-(D V S CITY STATE, ZIP: , '� a - Fax No. --I PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION:--�Qa's O 5 `( ?-A- 0-t-"_ , �- PROPOSED USE AND/OR CONSTRUCTION (Including operational information): k e s 6 e -o "� r -f C,C-ks i A -C-. (;attach sheets if need4 LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 3L — �)1z(,ts� ICoL lol3 , ( �A s ao I n I nil CITY OF AI8\Minor Use Permit 10 u NOV 2 8 2006 S IRMISSION REOUIREM ❑ 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'/2" x I 1 ". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT (Please Pri t) SIGNATURE OF APPLICANT -� DATE NAME OF PROPERTY OWNER1�Q (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: (Signature provides consent for applicant to use site for proposed activity). DATE DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION: A I Minor Use Permit P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 December 4 2006 Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-858 TRILOGY, PHASE 16C, LOTS 20,21 - CASITAS Dear Ms. Lares: (760) 777-7000 FAX (760) 777-7101 SFILE CePr Your request for approval of Minor Use Permit 2006-858 allowing the construction of casitas at the following locations is hereby approved: Lot 20: 61-595 Topaz Drive Lot 21: 61-619 Topaz Drive You may now contact the Building & Safety Department for your building permit. Enclosed are the approved original Deed Restrictions for each address. They 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, ti ERIC CEJA Assistant Planner c. Building and Safety Department 0 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-619 TOPAZ DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 4th day of December 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 21, 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. 2006-858); 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 :J • 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 ail 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) Les JoKKson Planning Manager City of La Quinta Printed Name of all owner(s) Date 7 STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE 1 ss. CITY.OF LA QUINTA ' ) • On December 4, 200:6 ; before me, Regenia Hensley, Notary Public, personally appeared LES JOHNSON personally known to me to be the person whose name is subscribed to the within instrument. 'and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon .behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. REG IA HENSLEY NotArry Public . Commission # 1521423 Expiration: October 23, 2008 (Seal) REGENIA HENSLEY Commission # 1521423 Notary -Public California ' RNerslde County - Iv1y Comm. Eames Oct 23.2008 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-595 TOPAZ DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 4th day of December 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 20, 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. 2006-858); 2. No kitchen or cooking facilities shall be provisions of Chapter 9.30.030 (RL Zone of the La Quinta Municipal Code; constructed in the guest house per the District) and 9.60.110 (Guest Houses) 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: Planning Manager City of La Quinta Printed Name of all owner(s) "Z/7 X0 G Date STATE. OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. . CITY OF LA'QUINTA ) On December 4, 2006 , before me, Regenia Hensley, Notary Public, personally .appeared LES JOHNSON personally known to me to be the.person whose name is subscribed to ahe within instrument and acknowledged to me. that he..executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of.,which the person acted, executed the instrument. WITNESS my hand and official seal. (Seal) REGENIA HE14SLEY RE IA HENSLEY -> Corr,R,Iono t521a23 . Notary Public ' , �' mla t �erslde c .w Commission # 1521423M. MVComm.E 4esOct 23.2 Expiration: October 23, 2008 RIGHT 4210-A REAR 4210-A LEFT 4210-A , PARTIAL ELEV. 4210-A SQ. FOOTAGE CA51TA 755 PARTIAL FLOOR PLAN 4: (OPnOH -1960.4210) Is • .----------:.----------------- ---------------_----_- - C.: SIDES AND REAR ELEVATIONS 4520-C WITH GASITA OPTION ' FRONT ELEVATION 4520-C WITH GASITA OPTION �"""' OPT. CASITAS 4520-C (OPTION "4t4-4520) w..`.e 0 • i________ _______ I _ --- POMC I i ) i I I I SQ. FOOTAGE CASITAS CASITA 255" l J_ _ _ _ 4 BA I I I I I I O I I I OPT. CASITAS 4520-C (OPTION "4t4-4520) w..`.e 0 • Trilogy at La Quinta Construction Phase 16C-613 eq. # Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 1 20 61595 Topaz Drive 4210A Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. Patio Ext. - 177 sf. 1,636 2 21 61619 Topaz Drive 4520C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 Ft. Ext. - 88 sf. 1,943 3 148 61458 Topaz Drive 5515C Left Right Yes - 290 sf. Box Bay @ MBR - 26 sf. 2,464 & Nook - 26 sf. 4 147 61480 Topaz Drive 5500B Right Right No Box Bay @ MBR - 63 sf. 4 Ft. Ext. - 83 sf. 2,450 5 146 61502 Topaz Drive 5505A Left Left No Box Bay @ MBR - 26 sf. 4 Ft. Ext. - 83 sf. Patio Ext. - 315 sf. 1,847 Total SF To CLQ on 11/28/06 10,340 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 'APPROVED FOR PERMITTING 'PLANNING & ZONING COMPLIANCE [ORPPROVED APPROVALAND BY:COMMENDED CITY OF LA QUINTA ' CITY/COUNTY LIMIT LINE 60th AVENUE TRILOC;YATLA OUINTATOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 W EXP. DATE 6/30/07 rt 1 0 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES �ic w IT F 61st Ave. W LO LEGEND > TRA C T NON 30023 7 CITY/COUNTY LIMIT LINE LL R/w EXISTING RIGHT-OF-WAY GENERAL NOTES GRA PLANS1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE N EXISTING CENTERLINE PRECISE DINGCITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS z n �,., AVENUE CONSTRUCTION. U) zo - - EXISTING PUBLIC UTILITY EASEMENT 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY o z z CONSTRUCTION PHASE 16C OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE 0 < PROPOSED SWALE FLOWLINE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF O -_ _ CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. COUNTY OF RIVERSIDE V - - - - - - - - - - - EXISTING WEDGE CURB AND GUTTER 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA LOTS 20 DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK O1 PROPOSED GARDEN WALL 21 AND 146-148 PERFORMED WITHIN THE STATE RIGHT-OF-WAY, 64th AVENUE SEE LANDSCAPE PLANS FOR DETAILS BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 7 EAST, GOVERNING AGENCIES. EXISTING GARDEN WALL 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY f �� :, EXISTING KNEE WALL SAN BERNARDINO BASE AND MERIDIAN GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (780) 777-7075 AND 48 PREPARED FORS HOURS PRIOR TO REQUIRING INSPECTIONS. VICINITY MAP PROPOSED AIR CONDITIONING UNIT 6 THE CONTRTHE IONS OF ACTOR SHALLTING UNDERGROUND DETERMINE THE EXACTLITIES ARE LOCATION OF AVLL EXISTINGN IN AN PUTILTIESTONLY. BEFORE NTS, w- - EXISTING WATER MAIN S H E A HOMES COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 'Vi pJR1 MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. s- - EXISTING SEWER MAIN 60311 TRILOGY PARKWAY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. IRR EXISTING IRRIGATION LINE LA QUINTA, CA 92253 8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC ABBREVIATIONS/� STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. BC BEGIN CURVE NTS NOT TO SCALE EXISTING FIRE HYDRANT (760) 777-6000 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE EXISTING STREET LIGHT REGISTERED CIVIL ENGINEER WITH AND R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR BCR BEGIN CURB RETURN PE PAD ELEVATION ONLY. BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER ( EXISTING WATER METER 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN BS BOTTOM OF STEPS P/L PROPERTY LINE OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: C/L CENTERLINE PROP. PROPOSED EXISTING ELECTRIC JUNCTION BOX C/G CURB AND GUTTER PUE PROPOSED UTILITY EASEMENT OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM EC END CURVE PVMT PAVEMENT=T EXISTING TRANSFORMER SATURDAY 8:00 AM TO 5:00 PM ECR END CURB RETURN R/W RIGHT-OF-WAY MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM ELEV ELEVATION STA STATION EXISTING VAULT SATURDAY 8:00 AM TO 5:00 PM EP EDGE OF PAVEMENT S.D. STORM DRAIN WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. EX. EXISTING S/W SIDE WALK 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS HP HIGH POINT TC TOP OF CURB 0 4" CONCRETE DWY / SLAB A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY FF FINISHED FLOOR TG TOP OF GRATE ENGINEER. FG FINISHED GRADE TP TOP OF PAVEMENT® 6" CONCRETE DWY / SLAB 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE FH FIRE HYDRANT TS TOP OF STEPS ` 12. ALL MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK FL FLOWLINE TW TOP OF WALL �� UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. FS FINISHED SURFACE TTYPICAL GB GRADE BREAK TFF TOP OF FOOTING , 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT GF GARAGE FINISHED FLOOR TRW TOP OF RETAINING WALL DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A INV INVERT TSF TOP OF STEEL FENCE cry", ! A, � \i� NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM 4151 WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE IC�� l� 14 THE STORMPWATER THEATIONAL PROGRAMRIS MPLEMENTED CONTROLM TO TANTS CARRIED BY AND ENFORCED BY THE SWRCB CONSTRUCTION NOTES QUANTITY ESTIMATE 4 J 15, THE CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) ry �f` APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN 148 i' iJ STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE BY OTHERS UNDER SEPARATE PERMIT. 37 LF li--b �' VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT a \\�� 1 �� NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. 5,180 SF � SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 16 EA �, \,\ 147 \ 16. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF I APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE �s PLANS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE a \ { WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 334 SFSHEE" THE CITY OR OTHER JURISDICTION'', WITH AUTHORITY SUBSEQUENT TO THE PLA^ APPROVAL DATE. �1 146 17. CONTRACTOR SHALL REMOVE AN -PLACE EXISTING SIDEWALK AS NEEDED F L LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOIN.-, OR OTHERWISE DAMAGED PURSUANT TO .,.,:SETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. GRADING NOTES NOTE TO CONTRACTOR jRAINAGE INTEGRITY � 4 4 � � y I 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30. WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE 2003, PREPARED BY: EARTH SYSTEMS SOUTHWEST, TELEPHONE N0. 760-345-1588. 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 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY ' -' CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE \ "��' � z m � °�� � �� CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT \ j? t� WITHIN THEIR PURVIEW. EARTHWORK ESTIMATE PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR �'' o� \ 1; 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING \ \', CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS FOR PERMIT PURPOSES ONLY MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER.PURVIEW. ,ti 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE TOTAL CUT (RAW): 375 C.Y. 20 ` �� STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND TOTAL FILL (RAW): 375 C.Y. NOTE: i DAMAGE TO ADJACENT PROPERTY. THE FROM ABOVE QUANTITIES UA TAND DETAILED GRADING.ASSESSOR'S ASSUMED 75 CY PER LOT PLANNING AREA: 25 � � i4 jt \ 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE ASSESSOR'S PARCEL NO. 764-270-018 OR AS RECOMMENDED BY THE SOILS REPORT. 21 i l 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. NOTE TO CONTRACTOR- QUANTITY ESTIMATE THOMAS BROTHERS GUIDE: "`,,\ }� \ 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS ,�,_ "' �� °�\\ \ AND THE ABOVE MENTIONED SOILS REPORT. OTHRIVERSIDE COUNTY 2002 -�•-,. FOR EPERMIT PURPOSES ONLY. FIGURES,R THAN ALL SUCH T SHALL DBE THE CONTRACING ALL OTORS RESPONSIBRK NUMBERS, ILITY TO PRELIMINARY PREPARE HIS AOWN QUANTTES ITY PAGE 5590, GRID E2 ��00 5.7 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND 4 ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE FEMA ZONE D PER PANEL 060245 INDEX SHEET THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD i i�aQ��C��� OF SWALES SHALL BE 0.50%. DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. t, 5 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS t\ DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE UTILITIES HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT I 1 CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 (EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/ORCODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 10, ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 HYDRO -CONSOLIDATION. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. GAS THE GAS COMPANY (760) 323-1851 NOTE- 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF SEPARATE PERMITS FROM THE "R' VALUE TESTS FOR ROADWAY SUBBASE, TELEPHONE VERIZON (760) 323-1231 BUILDING AND SAFETY SHEET INDEX MAP 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 DEPARTMENT SHALL BE TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE USA UNDERGROUND SERVICE ALERT (800) 227-2600 REQUIRED FOR ALL WALLS. REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL 0' 100' 200' 300' 400' EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. NOTE TO CONTRACTOR- EXISTING UTILITIES 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF TOPOGRAPHY SOURCE: OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH SCALE 1"=100' OR SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY GRADING PLANS BY MSA CONSULTING, INC. THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE 14, ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, COMMENCING WORK. NOTE TO CONTRACTOR- SITE CONDITIONS 15. THE INCLUDINGBUT UTILITY LINE ITED TO THE BACKFIILL REPORT FOLLOWING: J1ECT SOILS ELECTRIC, ENGINEER SHALL INCLUDE AN AND DRAINAGE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM FROM THEPRO HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE INC„ HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE OR MSA CONSULTING, INC. DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. COMPLETION OF SAID WORK. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 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, Q�oFESS/oNq Dig .Safely �Q�o � S. s.Z DIG ALERT DIAL TOLL FREE -0*3 I� cs m 1-800-227-2600 Exp. 36 3°-' OS AT LEAST TWO DAYS BASIS OF BEARING: BEFORE YOU DIG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER `P�9T C / V © Copyright 2006 TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. F OF GA`\FO MSA Consulting, Inc. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA All Rights Reserved NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD29)+500 N0. REVISIONS APPROVED DATE MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. 0 DESIGN BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA CALIFORNIA SHEET MARK LIVID s C26401 MAINIERO, SMITH & ASSOCIATES, INC. LOCATION SIGNATURE DRAWN BY 1 PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING ROBERT S. SMITH DATE LIVID SHEA HOMES TRILOGY -TRACT NO. 30023-7 OF WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, TIMOTHY R. JONASSON, P.E. DATE SEQUENCE - 16C - LOTS 20, 21, 146-148 34200 BOB HOPE DRIVE ■RANCHO MIRAGE ■ CA 92270 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF CHECK BY PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLANS - COVER SHEET 2 c TELEPHONE 760 320-9811 ■ FAX 760 323-71393 MADISON ST. AND 18' SOUTH OF AVENUE 50. RSS R.C.E. 45843 EXPIRES 12/31/06 BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS ; c TRUA C7 C G12i, 7 [1��C,� IE0IpJrHcE 11 (0-1 I-_ I I..__ ,� ` 17 ---- _____ _ 15 PE -444.5 1 - PE -4434 PE -443.7 - _ PE -444.1 - 65 00' 65.00 38.13 34,35' ------------ - 443.02 .__-w LC4 442.0-C TC 443.20 �r ---w v FL 44 .4 --- FL 442.70 442.00 � 42.33)- _ _ _ _ TOPAZ DRIVE _ r i '18+00 c 19+00 443.1 3 (0.502%) - s - TC - -_ r -443.20 - s - - \ -- s - s - v s TC 443.11 - - F� 442.70 1` TC 442.50 TC 442.82 TC 442.84 TC 442.92 TC 442.17 TC 442.38 TC 442.46 _T - TIC _442.54 TC 44 .62 FL 442.34) - - - - �- - R� - ° w 62.83' 65. 0' 65. 0' 443.20 o 442.26 44 .47 -442.5`5 442:63. 442.7 443.25 442.91 4_,03 443.01 FS -FL FS -G FS -FL FS -FL -' CL r -FS -FL FS GB_ FL FS FS -FL 44FS12 N �: �� c,+ N���� .}}. 3.0% 443.86 b� �^ 443.72 �F, �,, d N �y"� E -�-- FS -GB b� FL -G 6 - .0 r I �� �- ,n s r� . EDI t� 2 43.43 N b� r �.. sosL 3ovavo ,b 444.17 o FL -GB ry M TW 450.25 p v nil 909E lovbvs ,b nj N �'�! .L\ C-- 1 4 9 I 0: 06'2�it=HO FS TW 450.25 �^ 4.49% TF 442.92 `PE�444.5 30V2jV0 30V21V0 TF 442.92 2 443.5 D 3 TW 450.25 443.07 2 44:11 - - TF 442.92 FL -GB Ni - 443.20fi €�. � ' o FL -GB FL -GB NST` 444.04. \TW 450.25) TW 448.92 N TW 449.59�'15' FS 0 0% o m 444.47 FG 444.2 FG 443.2 FG 443.5 444.30 443.49.444.1 6 1 b\ FS 3 1 FL FS.,- FS ITF (442.92) C5 TF (441.59) 443.74 TF 442.26) 0 TW(450.25),° 443.77 o r - gt)) 14 5 FS 443.20 3 1 1 .� HP -FL o FG 443.9 � °" � 443.76 444560 ��. �, FL p 1 �- 443.13 .5' TF (442.92) o FL- B 1,� 1 3 443.60 0' �n T 444.58 / �a'Do PE -443.2 b� FL 443.7v 443.60 �° 444.46 EXISTING 0 �+ 443.20 A 14 7 444.30 zzs lIP1 0 14 6 N FS o HP-FL�-FL to BS 44.25 2 FS BLOC BLOCK WALL i3 a 19 o 443.20 ° ains ls3no 0 HP -FL 443.90 HP -FL 5500 FS o I 443.90 t=om c� � !. 5' 5505 FS 444.06 � 443.82 1 3 i�i 1. HP -FL iW} L� 443.90 FS PRODUCT 2 �_ FL PRODUCT 2 FS 5 148 444.60 `�' b` P L A N E Ek 443.90 FS PLAN 1A 5' 5515 � 443.90 443.60 FF -444.50 2 o HP -FL o i tr o FF -444.10 2% TI EXISTING PE=443.5 FS � HP -FL PE=443.9 o PRODUCT 2 BLOCK WALL' _� , . 444.30 A /� 443.72 i L� 4 BLOC.) 443.07 �. ^. o ° /1 A PLAN 3C � _ --- o FS ° FF -444.80 44FS60 FL -GB �-:� FL -GB �' " c�,1,�-^o�LL oi�aer � � 2 0 443.48�.I -443.43 2 PE -44 TW 450.25 443.00 FL -GB "� FL -GB 443.78 FG 444.2) 2 FL-GBFL-GB TF (442.92 T)N 448.92) b\ TW 448.92 Ico o\°/ 443.74 TW (449.59) crcL Ava 444.14I ° s££L Ae� zozL),VH,-"' 4 TF 442.92) FG 443.2) N FS FG 443.5 ( FS �d b\ o 1VM442.9 6.25) TF (441.59) \ TW 447.59) �'� TF (442.26) I TW 448.26) TW 450.25 TW 448.92) 444.48 TF 441.59 o yy s TF 442.26 �° �� FG 443.9 TF 442.92) �f FS F4.2 ° ) ^� B TF (442.92) o I ^°/ TW 447.59 T ) TW 444.25 T"444q4 ) TW (446.92) N _. TW 445.59) `� TW (447.59 N TW 446.25)_ �G TF ­(442.92 4q�.83 TF 441.59 -z FTF 442.26 `� FIG 443.5 cov TF 442.92 FG 443.9 3 443 59 FL T) ( TF 442.2 ) TF 442.2 ) a;FL I 72.26' ,. : 65 00 65.00' 3.63' --' 445. R __ �.;__,�3,* s.,,�--` r�...., .v . ,��___�a. ��.���'.`_r�:�.� �.:a . ,�,€._�=--tea. � es`•_�..<�� �_.. 43 g9 443.53 � 4 442.25 442.25 442.92 442.92 442.92 FL -GB 3 3 FL -GB FL -GB 3 3 FL `�-. FL_" 3 FL -GB - TF (442.92) 1.46%. TW 445.59 TW 444.25 TW 444.92 TW 445.59-..¢,43 442.92 - FF-_ 44Q 92 TW 444.25 TF 441.59 TW 444.92 B TF 442.25 TW 445.59 TF --FG 442.3 TF 441.59 FG 442.9 443.00 45.- TF 10.92)__.-._- _ TF (442.25) FG -..-h 441.0 .� FG 441.0VIRSE FIG [MaIrE00, QOOLF COX-) - 3' MIN 2' MIN FL �o WA FOR PERMITTING -_TF (440..-03) - 441.36 ---- 441.36 441.36 441.36 441 36 3 3 FL FL VfJ3 3 FL FL TW 445.36) TW 444.03)5 .00' TW 445.36 444.03 55.00' TW 446.03 1 TW 444.70 5 ' FG 441.9 R FG 442.2 TF 440.70 TF 440.03 TF 440.03 ) FG 442.7 '• TF 440.6 � TF 440.69) r) TW 448.70 TF 1440.7 ) TW 448.03 TW 446.69 B rn TW 448.03 N 00 TW 446.69 F 441.36) TW 447.36 TF (440.69) co TF 440.69 TF (440.69 �C\ TF 440.69 `V ± TF(441.36) �o \ N �° 442.56 441.90 '4: FS FL -GB N .. 4 442.48 b\ L FL -GB FS r PATIO X7 ------- BAY �� BAY 7335 t° -6 BLOCK WALL NT. BAY 7335 1 441.92 (TYP.) �' 442.60/ 2 441.70 FL5 56 21 FL -GB 2 O 442.80 7.5' 5' FS; 4520 4210 0 1\19 22 :5' PRODUCT 1 q APRODUCT 1 PE -442.7 «' NOTE PE -441.9 PLAN 3C EXISTING GRADE EXISTING GOLF COURSE j _ PLAN 1A BLOCK WALL AS NECESSARY TO PROVIDE [oma LSA o , FF=442.80 0 o TYP. POSITIVE DRAINAGE 0.50% 0 442.10 FF443.00 Jai( ) 442.80 r� MIN.) GID ~J PE -442.2 LoHP-FL PE -4424 FS L��? 442.60 441.90 �• _: =� �-_ L^� ITS HP -FL 442.10cg (' 441.90 442.34 44FS63 442.70 HIP o i �__, (- � �J HP -FL ° �. 442.80 �� _ �) €Z FS 442.10 FS FS TW 448.70 c 442.48` 442.47 441.90 ° HP -FL o TF 441 3fi)_-_� ct� 2 FS FS .0 1 r S iso 0 442.34 HP -FL �n GARAGE �C-� � o0 FS -GB TW 448.03 o =-y TW 448 03 eer� GF 442 40 ING & ZONING COMPLIANCE PPROVED AND RECOMMENDED FOR APPROVAL BY: DOUGLAS R. EVANS DATE KURT M. SAXON DATE COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA SAXON ENGINEERING SERVICES PROPERTY LINE TW SECTION B -B GOLF COURSE KNEE WALL NTS o FG 442.2 TW 448.70 PROPERTY r- �; TF 440.69 442.60 442.24TF (440.69 442:0 �. �� EX. GARDEN WALL FF=443.00 FG 442.4 LINE �- FS FS FL -GB PE=442.4 TF (441.36) TW 448.03 CASITA 2 GARAGE 1 r CASITA 5' 441.95 1 L� 7964 O. d' r 7960 1 3 3' MIN. 2' 2 3 MIN. FG 441.9 GF=442.20 cfl `r°� F_L FF=442.80 ; 4 GARAGE 7606 n MIN. TF (440.69) PE=442.2 441. o L MIN. 441.77 cy FL- B �_ 42.06 441.90 1 1 3 FL 441.72 0 ; FS 440.90 FL -GB 441.61 2 M° 441.33- FL -GBS° z I FS 'n _ FS -FL (.PM FS -GB N cL' r---- -- w oq o 441.08 441.17 441 25 4 + .43 I x b 0N FS -GB FS=FL FS-FLQS-FLL6 Ll 55.00' 55. - PE OR FG R/ 55.00 - w R_w PE OR FG HIGH SIDE FF �T4 TC 440.99 TC 441.16 TC(441,24)TC 441.40 �SOE PLAN ME PLAN �� - - w TC 441.08 TC 441.12 w - TC 441.34 `'� - FF 1117. MIN. I -III 2% co ° 2:1 MAX L- I - - TOPAZ DRIVE _ _ - 030' I 1=1 I �= 209, - = i MIN. III I 1-1 II 1- ill 0.502%)-� - -I I 0.30' -iTl- -I14 - 1=1� F< 1% MIN. --s -s - MIN. '�I=III, ,I��=1I1= A 2:1 MAX Lo 06 TC 441.32 ------ --- SECTION A -A 55.00'=RJ -�/w 5 .00' .00' TYPICAL GARDEN WALL SIDE YARD DETAIL J�':D (PEPS DO NOT EXCEED 1'-0' VERTICAL DIFFERENTIAL) NTS 141 142 143 PE -442.1 PE=442.4 PE=442.6 z Q ryM 2 V d27. MIN 0R R 0' 20' 40' 60' 80' 0' 20' 40' 60' 80' ( - i -III-1 I I II I II II I I- ' SCALE 1"=20' PROPERTY LINE SCALE 1"=20' GARAGE STOOP CONCRETE LANDING W/ SWALE CONDITION NTS GARAGE STOOP CONCRETE LANDING NTS BACK YARD - BLOCK WALL Q OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL BACK YARD WALL OPENING DETAILr,-\ NTS P/L, R/�W R/w B.O.C. R n r NTS ,1) r.U.L. 3/ --- _- 15' P.U.E. 5' SIDEWALK 2% TO 2:1 2% MAX. -----� 18.5' N rS 18.5' l r' ` n 1 _' r r: � r aLr-1 oz i 441-- - EXISTING PUBLIC UTILITY EASEMENT _..__. - fiYV 443.36 _ FG 441.1 '- �TW ~ 443.36 FG 441.3 TF (440.0)3 _- --'- TW- 443:6 - 44�'FG 441.5 TF (440.03) TW 444.03 TF 440.70 TOM HARTUNG DATE BUILDING & SAFETY DIRECTOR CITY OF LA QUINTA -_TF (440..-03) - 441.36 ---- 441.36 441.36 441.36 441 36 3 3 FL FL VfJ3 3 FL FL TW 445.36) TW 444.03)5 .00' TW 445.36 444.03 55.00' TW 446.03 1 TW 444.70 5 ' FG 441.9 R FG 442.2 TF 440.70 TF 440.03 TF 440.03 ) FG 442.7 '• TF 440.6 � TF 440.69) r) TW 448.70 TF 1440.7 ) TW 448.03 TW 446.69 B rn TW 448.03 N 00 TW 446.69 F 441.36) TW 447.36 TF (440.69) co TF 440.69 TF (440.69 �C\ TF 440.69 `V ± TF(441.36) �o \ N �° 442.56 441.90 '4: FS FL -GB N .. 4 442.48 b\ L FL -GB FS r PATIO X7 ------- BAY �� BAY 7335 t° -6 BLOCK WALL NT. BAY 7335 1 441.92 (TYP.) �' 442.60/ 2 441.70 FL5 56 21 FL -GB 2 O 442.80 7.5' 5' FS; 4520 4210 0 1\19 22 :5' PRODUCT 1 q APRODUCT 1 PE -442.7 «' NOTE PE -441.9 PLAN 3C EXISTING GRADE EXISTING GOLF COURSE j _ PLAN 1A BLOCK WALL AS NECESSARY TO PROVIDE [oma LSA o , FF=442.80 0 o TYP. POSITIVE DRAINAGE 0.50% 0 442.10 FF443.00 Jai( ) 442.80 r� MIN.) GID ~J PE -442.2 LoHP-FL PE -4424 FS L��? 442.60 441.90 �• _: =� �-_ L^� ITS HP -FL 442.10cg (' 441.90 442.34 44FS63 442.70 HIP o i �__, (- � �J HP -FL ° �. 442.80 �� _ �) €Z FS 442.10 FS FS TW 448.70 c 442.48` 442.47 441.90 ° HP -FL o TF 441 3fi)_-_� ct� 2 FS FS .0 1 r S iso 0 442.34 HP -FL �n GARAGE �C-� � o0 FS -GB TW 448.03 o =-y TW 448 03 eer� GF 442 40 ING & ZONING COMPLIANCE PPROVED AND RECOMMENDED FOR APPROVAL BY: DOUGLAS R. EVANS DATE KURT M. SAXON DATE COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA SAXON ENGINEERING SERVICES PROPERTY LINE TW SECTION B -B GOLF COURSE KNEE WALL NTS o FG 442.2 TW 448.70 PROPERTY r- �; TF 440.69 442.60 442.24TF (440.69 442:0 �. �� EX. GARDEN WALL FF=443.00 FG 442.4 LINE �- FS FS FL -GB PE=442.4 TF (441.36) TW 448.03 CASITA 2 GARAGE 1 r CASITA 5' 441.95 1 L� 7964 O. d' r 7960 1 3 3' MIN. 2' 2 3 MIN. FG 441.9 GF=442.20 cfl `r°� F_L FF=442.80 ; 4 GARAGE 7606 n MIN. TF (440.69) PE=442.2 441. o L MIN. 441.77 cy FL- B �_ 42.06 441.90 1 1 3 FL 441.72 0 ; FS 440.90 FL -GB 441.61 2 M° 441.33- FL -GBS° z I FS 'n _ FS -FL (.PM FS -GB N cL' r---- -- w oq o 441.08 441.17 441 25 4 + .43 I x b 0N FS -GB FS=FL FS-FLQS-FLL6 Ll 55.00' 55. - PE OR FG R/ 55.00 - w R_w PE OR FG HIGH SIDE FF �T4 TC 440.99 TC 441.16 TC(441,24)TC 441.40 �SOE PLAN ME PLAN �� - - w TC 441.08 TC 441.12 w - TC 441.34 `'� - FF 1117. MIN. I -III 2% co ° 2:1 MAX L- I - - TOPAZ DRIVE _ _ - 030' I 1=1 I �= 209, - = i MIN. III I 1-1 II 1- ill 0.502%)-� - -I I 0.30' -iTl- -I14 - 1=1� F< 1% MIN. --s -s - MIN. '�I=III, ,I��=1I1= A 2:1 MAX Lo 06 TC 441.32 ------ --- SECTION A -A 55.00'=RJ -�/w 5 .00' .00' TYPICAL GARDEN WALL SIDE YARD DETAIL J�':D (PEPS DO NOT EXCEED 1'-0' VERTICAL DIFFERENTIAL) NTS 141 142 143 PE -442.1 PE=442.4 PE=442.6 z Q ryM 2 V d27. MIN 0R R 0' 20' 40' 60' 80' 0' 20' 40' 60' 80' ( - i -III-1 I I II I II II I I- ' SCALE 1"=20' PROPERTY LINE SCALE 1"=20' GARAGE STOOP CONCRETE LANDING W/ SWALE CONDITION NTS GARAGE STOOP CONCRETE LANDING NTS BACK YARD - BLOCK WALL Q OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL BACK YARD WALL OPENING DETAILr,-\ NTS P/L, R/�W R/w B.O.C. R n r NTS ,1) r.U.L. 3/ --- _- 15' P.U.E. 5' SIDEWALK 2% TO 2:1 2% MAX. -----� 18.5' N rS 18.5' 5' SIDEWALK 2% MAX- 2% TO 2:1 PROP. AC PVM'T nos PROP WEDGE n°> , ,nn r,wr. SUBGRADE D i g S a f e l y TYPICAL LOOP STREET SECTION (TOPAZ DRIVE) DIG ALERT DIAL TOLL FREE NOTE, NTS 1-800-227-2600 SEE WALL PLANS FOR ALL TW, FG (AND AT LEAST TWO DAYS TF (GRADES FOR EXISTING WALLS a BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 44.5' 00 N r` 45' 55' ��e�°j Es s'°" PRODUCT 1 Q� N O '�l pFESS/o `� �0� si/1. 2�,2 1A-ZQ�� w C26401 rn � �°0 °C Exp. 3-31-08 w C26401CC m Exp. 3-31-08 NOTE q 0/ v � GUEST HOUSES/CASITAS AS Tcc FOS `p, C / V SHOWN WERE SUBMITTED FOR OF APPROVAL UNDER A MINOR OF CA\-\� USE PERMIT2006-811. NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUIN MARK C26401 LMD MAINIERO, SMITH & ASSOCIATES, INC. LOCATION SIGNATURE DRAWN BY PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING ROBERT S. SMITH DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, K BY TIMOTHY R. JONASSON, P.E. DATE CHECK 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF PUBLIC WORKS/CITY ENGINEER TELEPHONE 760 320-9811 ■ FAX 760 323-7893 MADISON ST, AND 18' SOUTH OF AVENUE 50. RSS R.C.E. 45843 EXPIRES 12/31/06 55' CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. LEGEND CITY/COUNTY LIMIT LINE R/w EXISTING RIGHT-OF-WAY - - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT < PROPOSED SWALE FLOWLINE - - _ _ - _ EXISTING WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS - 5 - EXISTING GARDEN WALL �r___- EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - rr- - EXISTING WATER MAIN s- - - EXISTING SEWER MAIN IRR EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT EXISTING STREET LIGHT H EXISTING WATER METER (] EXISTING ELECTRIC JUNCTION BOX n EXISTING TRANSFORMER (- v EXISTI; ,u VAULT O2 4" CONCRETE DWY / SLAB ® 6" CONCRETE DWY / SLAB PRODUCT 2 d - 55' 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.) CITY OF LA QUINTA, CALIFORNIA SHEA HOMES TRILOGY - TRACT NO. 30023-7 SEQUENCE - 16C - LOTS 20, 21, 146-148 PRECISE GRADING PLAN BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEET 2 OF 2 SHEETS