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MUP 2007-8850FRIANCE ��0 i�lt ACodi 2� a Quinta Development Department .e Tampico ,alifornia 92253 125 FAX: (760) 777-1233 OFFICE USE ONLY Case No.A4 tJ p 0 74?1S Date Recvd. 2 —�5—G -7 Fee: � 1 S (9. `' Related Apps.: -Tc. 3ooZ3_-7 Logged in by: ^'1 FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT (Print) MAILING ADDRESS �,�e�9-a �- C)VL— Phone No<("O) --1-1 -�y CITY, STATE, ZIP: l _ �� ( U! Pr U12 --a- � 3 Fax No.0—1 (. ) 1-11— apo PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: PROPOSED USE AND/OR CONSTRUCTION (Including operational information): I (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): nof A I Minor Use Permit ff^L OL -1, J SUBMISSION REOUIRFMEN S: • ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x 11" sheet or folded down to 8%z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. n NAME OF APPLICANT�- (Please Print) (\0L �� � I U I NATURE OF APPLICANT l — 'c 3' DATE ` SG NAME OF PROPERTY OWNER , (AkAU -�1eS (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 I8\Minor Use Permit February 16, 2007 Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 I . M SALE coPr SUBJECT: MINOR USE PERMIT 2007-885 TRILOGY, TRACT 30023-7, PHASE 17A-1, LOT 28 & 133 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-885 allowing the construction of a casita at the following location is hereby approved: Lot 133: 81-676 Rustic Canyon Drive Lot 28: 81-625 Rustic Canyon Drive 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, ti ERIC C JA Assistant Planner 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 81-625 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 16�h day of February 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 28, 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. 2007-885); 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, i 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) J Planning Manager City of La Quinta Printed Name of all owner(s) z y/' 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 3oa-7 , before me, appeared211"� ,Notary Public, personally perso Ily known to me or proved to me on the basis' of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to. me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature of he NotaryPu lic J'e%FHnW MAI cOMMU n r .1697?% Nofty PubNc . Caftffft ads carry %71y COM- Doer oa 16; 201 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 81-676 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 16th day of February 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 133, 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. 2007-885), 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:., Les Allinson Planning Manager City of La Quinta .Printed Name of all owners) 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 before me, , Notary Public, personally appeared ersonal known to me or proved to me on the basis of satisfUtory 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 persons) acted, executed the instrument. WITNESS my hand and official seal Signature o the Notary Ftublic menus WN1E1► _Commission 0 16977% @,My Notary "Ic - CaMornb Riveralde Courtly ff Comm. Expires Oct 16, 201 D ESOV FEB - 8D 2007 __. CITY OF LACIimfi Patio Ext. To CLQ on 2/8/07 Total Livable SF. 2,599 2,464 1,969 1,773 8,805 Trilogy at La Quinta Construction Phase 17A1 Seq. # Lot # Address Eel aan t on rae Orient Driveway Casita Bay Window Garage Ext. 1 29 81640 Rustic Canyon Drive 5500C Right Right Excersie Room - 149 Bay @MBR - 63 sf. 4 ft. Ext. - 83 sf. sf.Ext. 2 28 81625 Rustic Canyon Drive 5515C Right Left Casita - 290 sf. Box Bay @ MBR - 26 sf. & Nook - 26 sf. 3 133 81676 Rustic Canyon Drive 4520C Right Right Casita - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 8 Nook - 26 sf. 4 132 81688 Rustic Canyon Drive 4515B Right Right Bay @ Nook - 24 4 ft. Ext. - 103 sf. Total D ESOV FEB - 8D 2007 __. CITY OF LACIimfi Patio Ext. To CLQ on 2/8/07 Total Livable SF. 2,599 2,464 1,969 1,773 8,805 - - - - - - - - - - - - - - ------ ------ E2,,,tyD REAR ELEVATIONS .4620-C .. FRONT ELEVATION 4520-C PITH OPTION "^ WITH GASITA OPTION ------------------- --- -- SQ.FOOTAGE CA5rTA5 CASITA 255 BA 0 OPT, CASITAS 4520-C (OPTION --Fqb4-4520) E ■r:u PARTIAL LEFT 5515-C PARTIAL FRONT 5515-C PARTIAL RIGHT 5515 -C. - COURTYARD DEN V OPT. y DINING 2/ OPT. y RETREAT 6 uox• CASITA SQ. FOOTAGE CASITA 290 (OPTIONft, -5515) FLOOR PLAN ADDENDUM 5515-C FLOOR AREA : ] O SO. FT_ 0 CITY OF LA QUINTA /-CITY/COUNTY LIMIT LINE R COUNTY OF IRIVERSIDE VICINITY MAP NTS 44 Rol ABBREVIATIONS BC BEGIN CURVE NTS NOT TO SCALE HCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE BCR BEGIN CURB RETURN PE PAD ELEVATION BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER BS BOTTOM OF STEPS P/L PROPERTY LINE CB CATCH BASIN PROP. PROPOSED C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT C/G CURB AND GUTTER PVMT PAVEMENT EC END CURVE R/W RIGHT-OF-WAY ECR END CURB RETURN STA STATION ELEV ELEVATION S.D. STORM DRAIN EP EDGE OF PAVEMENT S/W SIDE WALK EX. EXISTING TC TOP OF CURB HP HIGH POINT TO TOP OF GRATE FF FINISHED FLOOR TP TOP OF PAVEMENT FG FINISHED GRADE TS TOP OF STEPS FH FIRE HYDRANT TW TOP OF WALL FL FLOWLINE TYP TYPICAL FS FINISHED SURFACE TF TOP OF FOOTING GB GRADE BREAK TRW TOP OF RETAINING WALL GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE INV INVERT ❑E EXISTING ELECTRIC JUNCTION BOX CONSTRUCTION NnTES (D CONSTRUCT GARDEN WALL .£R CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. EXISTING VAULT IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA LEGEND ®.®®®®®®---- CITY/COUNTY LIMIT LINE © 4,100 SF EXTENDED FOOTING PROVIDE DRAINAGE SWALE --ENING PER DETAIL ON SHEET 2. 6 EA RM ® EXISTING RIGHT-OF-WAY 335 - - INSTALL 4" PVC DRAIN PIPE. - - EXISTING CENTERLINE LF - CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. 82 - EXISTING PUBLIC UTILITY EASEMENT OCONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING GRADING PLANS - COVER SHEET UNDERGROUND SERVICE ALERT (800) 227-2600 E PROPOSED SWALE FLOWLINE & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E„ S.B.M. SHEETS - EXISTING WEDGE CURB AND GUTTER O LF PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - -w- - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN - - IRR - EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT EXISTING STREET LIGHT �� L� METER Il,l EXISTING WATER ool ❑E EXISTING ELECTRIC JUNCTION BOX „a 1E EXISTING TRANSFORMER )FinazJ EXISTING VAULT 20 � 4" CONCRETE OWY j SLAB ®r 6" CONCRETE DWY / SLAB QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) LF 2O CONSTRUCT 4" THICK P.C.C. DWY / SLAB. 4,100 SF O3 PROVIDE DRAINAGE SWALE --ENING PER DETAIL ON SHEET 2. 6 EA ® CONSTRUCT 6" THICK P.C.u. DWY APPROACH. 335 SF O INSTALL 4" PVC DRAIN PIPE. 26 LF © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. 82 LF OCONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING GRADING PLANS - COVER SHEET UNDERGROUND SERVICE ALERT (800) 227-2600 & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E„ S.B.M. SHEETS BY OTHERS UNDER SEPARATE PERMIT. 19 LF EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 300 C.Y. TOTAL FILL (RAW): 300 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS 07HER 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 DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES 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 GRADING PLANS - COVER SHEET UNDERGROUND SERVICE ALERT (800) 227-2600 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 94D 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. ®igiSefely DIC ALERT DIAL TOLL FREE rK 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG ©Copyright 2007 MSA Consulting, Inc. All Rights Reserved UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO.I REVISIONS I APPROVED I DATE CONSTRUCTION PHASE 17A-1 LOTS 237 29,132 AND 133 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, SHEA HOMES 60311 TRILOGY PARKWAY LA QUINTA, CA 92253 (760) 777-6000 NU I C I V UVIV I KA%o I Vhl L)HAINA= IIV I C:k3rl1 I T 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. NOTE: 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. 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. 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. MINA UONSULTING, INC. PLANNING ■ CIVIL ENGINEERING i LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANcHo MmAGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 t 1I` Y 13 16D 26 G 513 6 h k? �'wM` n'a .b d wole. SHEET INDEX MAP . .. .. .. ... -.� 0�_ ", SCALE 00 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NOTE- ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' MARK" P.D. 109-70 I ELEV. 27.941 (NGVD29) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. SIGNATURE JULIAN A. DE LA TORRE ® QOFESS/pNq`\ �QI v p, D E C 41 �0 Co m m w C43880 mm Exp. 6-30-07 A r /y� �e OF CAS F� & ZONING COMPLIANCE 1 HARTUNG DATE DOUGLAS R. EVANS LDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR f OF LA QUINTA CIN OF LA QUINTA DATE VulTT will s -w M. SAXON DATE 44180 EXP. DATE 6/30/07 N ENGINEERING SERVICES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 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 REGISTERED CIVIL ENGINEER WITH AND R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 15. THE CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE 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 NOT LIMITED TO, DESIGN AND 114 _)VEMENT COSTS, INCURRED AS A RESULT " ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPR� ..RENT SPONSORS. 16. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL, THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS. ^RDINANCES, OR LAWS AND REGULATIONS, CTED OR ADOPTED BY THE CITY OR OTHER JURISDICTII WITH AUTHORITY SUBSEQUENT TO THE P . APPROVAL DATE. 17. CONTRACTOR SHALL REMOVE A% REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30, 2003 PREPARED BY: EARTH SYSTEMS SOUTHWEST TELEPHONE NO. 760-345-1588, 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. R.C.E. NO. DESIGN BY CITY OF LA QUINTA, CALIFORNIA SHEET m c43880 LMD H DRAWN BY SHEA HOMES TRILOGY - TRACT NO. 30023-7 1 LIVID SEQUENCE - 17A-1 - LOTS 28, 29, 132 AND 133 a DATE CHECK BYPRECISE GRADING PLANS - COVER SHEET JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E„ S.B.M. SHEETS APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE MAPPROVED AND RECOMMENDED FOR APPROVAL BY: PROPERTY "TIRACT 'Z00023-7 TRpC lI 20023-7 7 LINE [EX18-- 700 SEQUENCE i(8, D EX11311'0GtJCCa SlEa ACE 7U0 MKI18711 OC S O LGA COMM M I lma I oo N I o I TW 445.00 r TW (446.33) / EXISTIN B /Ck 3' MIN 2' MIN OM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE M o IIn ( � TRW 439.67 NEE �L (TYP.) BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 TW (444.03 TW 441.36 TW (448,03 I I I TRW 439.6 3� 3 TW (4 6.33) TRW 442.7}0 A ti I IF X58.33 446.3) TRW 39.67 0) N n � � CITY OF to QUINTA CITY OF to QUINTA SAXON ENGINEERING SERVICES TRW 442Iq 0 W 439.36 2 %1 TW (446.70) I L TRW 439. 7 PE=(440.2) IF 43 67 M D 1 i z TF 440.70 TW 442.70 TF 439.36 TRW 440.70 I � v f TF 439.36 440.3 IF 439.36 T 38.33 440.2 EXISTING v M BLOCK WALL FG PE -440.3 I �m I u°i TRW 439.67 FG F F i CART PA HLA M 2 (TYP.) 71.61 TW (448.03) '- = %YFl 439.36 I I o I rn IF 437.67 I o o FL TW 444.03 (444.03) TRW 442.70 7W 446.70 3 �' I 439.67 2% MIN. 1N TF 440.70 TRY/ 442.70 TF 439.36 78'05 I I r 4FIG 68.80' 439 , TW 445.00 61.90'TR (441.67) 438.4 < TRV/ 437.67 M L TF 439.36 FG 442.7 I I I ca n I I FG TF 437,67 TRW 439.67 TF 436.33 1%> IF (439.36 °? F 438.4 TF 437.67 FG v W 448.70 0.50% 0. 0% I W " I 0.50% N 438.80 FG . TW (444.33) Q 2 442.40 440.70 M I 50% TRW 437.67 65-I�I=II F 441.37 ^ n TW 441.67 438.10 FL -HP `� (I q > I I I �i 4 FL -HP J� N ( ) TF 436.33 Q III III -III I I- I i i I i 1- N FL -HP A I o f N N TRW 439.67 FL -HP -" 442.94 7 98' 441.28 IF 437.00 438.02 9.53' I I~ I I I I 79.03' 43S38 438.60 ' I rJ (9 FS NO eAr noz , 5', FS / SAY J335 90% SAY J324 19,2 ® ® FL 442.01 b 440.62 6 I - am r3 s FS l� '�' I I 438.47 � 4% y I II O M� FL s 4 c34T442.32 FL c 440.32 I F aAv )3Js 437.76 FL 441.40 FL I N I 438.44 439.50 438.69 o FL b i o GARAGE STOOP CONCRETE LANDING 0 441.97 FS 2 sK I I 6 - `' I Q 443.10 o 0 o FL FS FL V s eAr Taos FL FS o 5515 I I I o ( I 436.60 ; a W/ SWALE CONDITION ) n o o + 0 1 3 3 FS 437.97 I NTS 29 TRW(444070 0 o PRODUCT 2 I 4520 I TW 444.33 , 132 FL ^ I ® TF 437.00 4515 1 4 5500 rF a3s.3s PLAN 3C o I I I PRODUCT 1 5 a n' 13 N PRODUCT TW 446.70 , FF -441.60 I ( I I I I PLAN 3C 438.52 PRODUCT 1 a .1 n o 2 TF 440.03 PE"441.0 TW 446.70 FL -INV PLAN B 437.83 Fj PE=436.9 0n6 2 0 2 PLAN C ERasE ( )) 10' I 3T I 10' FF=439.70 GB FL -INV ^I 40.43 3 441.40 ��I� TRW 440.7b 437.55 FF=439,00 GB 2q MI� 2%� FF=443,30 Foots FL FS �L TF 439.36 PUE I ) PUE PE -439.1 5 3 5 >910 PE -44 6 4 441.26 4' I 138.5' 18.5' I 4' 438.25 439.50 439.06 FL PE -438.4 I 2.7 FS FG -HP 43E FG -HP EXISTING BLOCK 443.10 442.92 D=0.03' GUEST FS -GB I I I FL b FS 1 TW 448.70 FS 439.37 439.32 �- y FG -HP WALL (TYP.) I _ - 7f 441.36 1 FS 440.37 922 I ' u? I TW 445.00 438.62 I I_I I I -III I I I=I I I- I I=I I( III I l i=III- 441.73 1 448.70 FL -GB ^� 3 440,02 m M M 1 FS FS 438.66 I EXISTING STORM =1 • -I TF 441.36 FL I M IMM n I F 437.67 s FS I DRAIN (TYP.) 71I I -III -III -III- I I I I -I (=I I I- 3 443.10 I r a d 439.50 438.39 I 9.86' FS 6 437.70 i FL v �.' -� i i -iii- .. -iii-iii-. D=0.19' FL -INV D=0.19' FL -INV n° GARAGE STOOP PATIO 442.87 3 44 003 t 440,14 p 59 {0.95 0 ? I F FS 1 GB 437.50 GB IM �E TS -FS 441.98 ci y. s FS s 4 w 441.22 438.17 441.67 FL -GB I 3 4 FL -GB , TW 444.33 d FL G13 �� GgRAGE s a 4 ¢ FS I FL 6 TW 445.00 a TF 437.00 . I �(�} .4 440.14 a ¢ , TW 446,70 I I CASIA d m GARAGE o TF 437.67 i n J I CONCRETE LANDINGS GF=442.70 0/ LKi `-' j FS -G Tf 439.36 �(1 STEP ®6") 442.37 GA1i4GE 5oG o TRW 44 04% 0 439.96 = _ NTS 2.70 4 I @ 0 438.114 GF 439.10 441.44 441.95 BS -FS T 439 36 FL -GB X 3 GN G: 5 0 ^ GARAGE 4 ' S 4 �o' W p FL -GB d' LNi 436:3.1 4' GARnGE]a05G 02I~ I I `Y 7 J M '� FL -GB , ^ , 437.61 I 4 5 �' � FL -GB FS yo O' , TR 442.0 ?. I 437.56 s a°o �' v 437.17 o L -G& a -.36 8 M M o `t L GB 5 437.80 b\ d N 441.24 W FS s - off- I d �� �� luo I 12 FL -GB Fg 4 0 j j - - EX. GARDEN WALL Pz5e 438.3FS-GB 9.8 439.49 5o43� 438.72 I I I ,? � m s.�I-'21 FL -GB N O �� 437.30 437:08 436.97 436.53 a 43631 j j 3' MIN. 2' 3' MIN. _ 76.08' FS GB y ' I 437 54 - I V FL -GB FS -FL FL FS -FL FS -GB I MIN. MIN. _ I _ PIG a I 436.2 _4 5��� TC - - - - 59. 16' L 44.95' 59.10' FS -GB -- w 441.19 TC 440.06 TC - _ _-_ _ _ - - - - _ -_-_'� _ 439.73 C 439.50 TC 439.39 TC 439.11 - 437,78 - - 437.30 TC 437.8 TC 437.20 TC 436.89 7C 436.143 TC 436.21 TC 435.86 z 2.465% M -w - PIG I p� FL 36.8 - - M _ n RUSTIC I - lC 438.61 - w w T� 436.98 TC 436.12 M r -I CAN \/ O ^ i DRI E FL 438.11 1.305% 437.31 TC 43 .9 I ` ` _ Y TP FL 43 .97 1.305% r 27+0 - - _ o �� PE OR FG o J PE oR FG (HIGH SIDE) FF `s + 30+00 - /f Low SIDE (SEE PLAN) - s 28+00 437,87 29+00 TC 437. ! (Low PLANTC 440.93 - -s- -s -s- s- -s- f - -s- _ X20% - - S- - - -s TP - - / F 1% MIN. =II_ _ =III=III=I - - , - TC 439.73 - • j TC 438,72 - - TC 438.04 - _ - - - - FL 437.54 TC 437.89 - _ - - TO 437.05 - - - - - - - - - TC 436.16 - - - - - 435.90 - 2q r0220q AX _III- - 10'N I I -ITL -i I I -------- - - - - - - w ayw- -_ - - - - - _- - - nda- ---a,/a--- � - - - - -I • ° •. I1=1 I I , _- -I I , - - - _ i J /°� - -A�a - - =III_' ' I -I =III_ III 1% MIN. 0.L 1=1 - -I MIN TI -I, II-IprF 2:1 MAX MIN. I ^. I I I SECTION A -A ' TYOICAL GARDEN WALL SIDE YARD DETAIL i�aQ�S� 300 4�7 T� OT 300�3�� (PE'S Dd NOT EXCEED 1'-0' VERTICAL DIFFERENTIAL) U URE SEQUEMCE IM NTS B.O.C. EX. GARDEN WALL 10'-15' PUEzSIDE SEE PLAN V BENCH BLOCKYWADL �es� 45 ' e� EX. RETAINING/ PROPERTY 0 I 2' MIN. 3' MIN. GARDEN WALL LINE TW 20' 40' 60' 80' 4'-5' SIDEWALK 6'-10' PARKWAY I FL SEE PLAN 6Av A3s SEE PLAN SEE PLAN (SEE PLAN) FF EX. COMBINATION, SCALE 1"=20' (SEE PLAN) PE (SEE PLAN) GARDEN/RETAINING WALL (SEE PLAN} BAY 1111 ?'1 Mio o 4515 2q PRODUCT 1 PROPELINRTY/_ 2_Lj i�X,\�/ PLAN B /�\//' /, y a SWALE FLOWLNE SEE PLAN WEDGE CURB I \\, \ -•.:{\ 3 OMIT ONE BLOCK ATAT 2y 2% //\//\ // / / M o FLOWLINE OF PROPOSED WALL FOOTING ALL A \/\\ \//�\% o m FORLE TO YARD DRAINAGE DE OUTLE2ijT I I I n /\\�\ TYPICAL SIDE YARDI PAD `t GOLF COURSE WALL OPENING DETAID-DL SECTION NTs J Im NTS PAD TF\\j/�M�• (SEE PLAN) I TRW SEE PLAN\\,\/ PL, PL, v / / / / / SEE PLAN j\ I/ RAW RAW RETAINING PORTION B.O.C. B.O.C. �j\ PAD GARAGE 10' P.U.E. 37 10' P.U.E. j� (SEE PLAN) GARAGE 7605 4' 18.5' ¢_ 18.5' 4' %\//%\ I \\ 1/\ 1/\ /1� \\ \ 1� I SECTION E -E EXISTING GOLF COURSE KNEE WALL Mqk 2% To 20% f NIS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL NOTE, SEE WALL PLANS FOR ALL TW, FG, DRAINAGE DETAILS AND TF GRADES FOR EXISTING WALLS. {- I DigSafely DIG ALERT DIAL TOLL FREE 1-600-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG © Copyright 2007 MSA Consulting, Inc. All Rights Reserved UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. REVISIONS APPROVED DATE (PRIVATE STREET) /' 4 Q } z TF SEE PLAN SECTION B -B CONSTRUCTION NOTES O7 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING FS 1 & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN SEE PLAN P/L BY OTHERS UNDER SEPARATE PLAN AND PERMIT. FS 2= O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. FS 1-0,2 2 TO 0.33' O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. • 2% CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 3:1 \C /\\/\�\ \/\\\\/\\✓ , OS INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. INSTALL 4" PVC S.D. O7 CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING LINE 0 ® 17 IF & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN NECESSARY TO CONSTRUCT BY OTHERS UNDER SEPARATE PLAN AND PERMIT. STOOP/PATIO LEGEND SECTION C -C ®sA®+.®®®®®® CITY/COUNTY LIMIT LINE © EXTENDED FOOTING INSTALL 4" PVC S.D. R/w EXISTING RIGHT-OF-WAY LINE IF NECESSARY - - - EXISTING CENTERLINE TO CONSTRUCT STOOP/PATIO - - -EXISTING PUBLIC UTILITY EASEMENT P/L PROPOSED SWALE FLOWLINE _ = _ EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL EXISTING KNEE WALL © PROPOSED AIR CONDITIONING UNIT EXISTING WATER MAIN FS 1 S 1-0.2 0 SEE PLAN TO 0'343 5 ® --s- - EXISTING SEWER MAIN 2% 1% 3:1I -IRR- EXISTING IRRIGATION LINE 11EXISTING FIRE HYDRANT 3' MIN. 2' MIN. - L C EXISTING STREET LIGHT Ei EXISTING WATER METER []E EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER a EXISTING VAULT 0 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB ram: 4' THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS 45' 55' 55' TYPICAL NON -LOOP STREET SECTIONS REAR YARD COMBINATION ry THE PPRODUCTS SHOWN HERE ARE TO REFLECT GENERAL PRODUCT ry //""+� �q GARDEN/RETAINING WALL ®� PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY ®u V T TOPAZ DRIVE Pl PRODUCT C,7 iff DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S i 1 i NTS PLANS FOR FURTHER DETAILS.) R&W NTS R&W B.O.C. NT3yr7' B.O.C. 15' P.U.E. 5' K 1R_S 18.5' i I cinrWA1 V , �O 4�OFESSfONq% yOaF�P. DE (q ro99 Fy�y cs TOLu m (PRIVATE STREET) Exp 4s 3880 07 TYPICAL LOOP STREET SECTIONS RUSTIC CANYON DRIVE qTF OF CAL�FOQ� NTS MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY CITY OF LA QUINTA, CALIFORNIA PLANNING ■ CMIN L ENGINEERING ■ LAND SURVEYING MARK 043880 LMD- LOCATION SIGNATURE DRAWN BY SHEA HOMES TRILOGY - TRACT NO. 30023-7 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LIVIDSEQUENCE - 17A-1 -LOTS 28, 29, 132 AND 133 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, CHECK BY TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF PRECISE GRADING PLAN MADISON ST. AND 18' SOUTH OF AVENUE 50. JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34. T.6S.. R.7E.. S.B.M. SHEET 1 g 2 N m OF 2 SHEETS a