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MUP 2007-884FRIANCE �. c;oa�I i � City of La Quinta Community Developmentr777��,t en� t 78-495 Calle Tampico o�%La Quinta, California 9225- 2 ��07 777-7125 FAX: (7603 FEB - 2 2007 erlr,,, PY�1 OFFICE USE I / ONLY ¢� Case No. UP U-7—y0q v Date Recvd. 9-9,'U� Fee: I Related Apps.: Logged in by: TION 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. � � � � ice- 1�1 ,_� � �► � � � � � � � � � APPLICANT S (Print) MAILING ADDRESS VA&'D Phone N (00) CITY, STATE, ZIP: Uj ►1' -- C - Fax No.(-11pb) PROPERTY OWNER (If different): (Print) MAILING ADDRESS: Phone No. CITY, STATE, ZIP: Fax No._ Oe sex4- k,v�.e CL PROJECT LOCATION: r yN-e. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if neededl LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): FEB U 2 2007 A I Minor Use Permit CITY OF LA QUINTA FINANCE DEPT..___, L� ❑ 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. NAME OF APPLICANTS (Please Print SIGNATURE OF APPLICAN IIJ+�� ► L 1U 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 18\Minor Use Permit February 9, 2007 i Ms. Gravielita Nieto F3FILE �OPY Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-884 TRILOGY, TRACT 30023-5, PHASE 15F-1, LOT 155 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-884 allowing the construction of a casita at the following location is hereby approved: Lot 155: 61-245 Cactus Spring 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 documerlts are then to be recorded with the County Recorder, with a recorded copy given to the City for our foes. 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 toissue the building final inspection until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inst.ections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, u ERIC CEJA Assistant Planner c. Building and Safety Department P.O. Box 1504 - LA QUIN'rA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO - LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 L-7 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-245 CACTUS SPRING DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 9t' 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 155, TR 30023-5, 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. 2007-884); 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) Les 06hnson Planning Manager City of La Quinta Printed Name of all owner(s) Z/y 1 7 Date STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LA QUINTA ) On February 12 2007 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 RE NIA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 (Seal) Trilogy at La Quinta Construction Phase 15F-1 Se # Seq. Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window ! Garage Ext. W Patio Ext. Total Livable SF. 1 153 61205 Cactus Springs Drive 5500C Left Left Exercise Rm - Bay @ MBR - 63 sf. 4 Ft. Ext - 83 sf. 2,599 149 sf. 2 154 61225 Cactus Springs Drive 4515C Right Right No Bay @ Nook - 24 4 Ft. Ext - 103 sf. 2,410 3 155 61245 Cactus Spring Drive 4520C Left Left Yes - 255 sf. Box Bay @ MBR - 26 4 Ft. Ext. - 88 sr". 1,943 4 156 61265 Cactus Spring Drive 4515B Right Right No Bay @ Nook - 24 4 Ft. Ext. - 103 sf. 1,772 5 157 61295 Cactus Springs Drive 5505B Right Right No Box Bay @ MBR - 26 4 Ft. Ext. - 83 sf. Patio Ext. - 315 sf. 1,847 Total 10,571 To CLQ on 2/1/07 ------------� III F� SIDES AND REAR ELEVATIONS 4520-C FRONT ELEVATION 4520-C WITH GASITA OPTION WITH GASITA OPTION SQ. FOOTAGE CA51TA 255. i________ _______ CA&TA5 I ly I I'_ --- I BA I I I I I I I I I O I OPT. CASITAS 4520-C (OPTION +' ft6 520) `� "� •� C7 CITY OF 1 LA QUINTA 60th CITY/C AVENUE I I h u COUNTY OF I RIVERSIDE VICINITY MAP .y NTS OR LIMIT LINE LEGEND (FOR PERMIT PURPOSES ONLY) Ot CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING CITY/COUNTY LIMIT LINE WATER EXTENDED FOOTING OZ 398-2561 EXISTING RIGHT-OF-WAY R/W LF - -EXISTING CENTERLINE - - - - EXISTING PUBLIC UTILITY EASEMENT 39 E-- PROPOSED SWALE FLOWLINE ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. _` _ _ = EXISTING WEDGE CURB AND GUTTER O5 PROVIDE DRAINAGE SWAL ?ENING PER DETAIL ON SHEET 2. PROPOSED GARDEN WALL Ot © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. SEE LANDSCAPE PLANS FOR DETAILS SF EXISTING GARDEN WALL EARTHWORK ESTIMATE USA EXISTING KNEE WALL FOR PERMIT PURPOSES ONLY 227-2600 PROPOSED AIR CONDITIONING UNIT - -W- - - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN - -IRR- EXISTING IRRIGATION LINE THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT EXISTING FIRE HYDRANT NOT TO SCALE EXISTING STREET LIGHT ® EXISTING WATER METER I] EXISTING ELECTRIC JUNCTION BOX O EXISTING TRANSFORMER PROPERTY LINE PROP. EXISTING VAULT ®� 4" CONCRETE DWY / SLAB 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES QUANTITY ESTIMATE 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 DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES IRRIGATION (FOR PERMIT PURPOSES ONLY) Ot CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING 398-2561 WATER & SAFETY STANDARDS, A' - STRUCTURAL ENGINEERS DESIGN (760) 398-2561 BY OTHERS UNDER SEPF PLAN AND PERMIT. 76 LF O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. 232 LF O INSTALL 4" PVC DRAIN PIPE. 39 LF ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. 4,525 SF O5 PROVIDE DRAINAGE SWAL ?ENING PER DETAIL ON SHEET 2. 7 EA © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 336 SF (760) EARTHWORK ESTIMATE USA UNDERGROUND SERVICE ALERT FOR PERMIT PURPOSES ONLY 227-2600 FS TOTAL CUT (RAW): 375 C.Y. GB GRADE BREAK TOTAL FILL (RAW): 375 C.Y. GARAGE FINISHED FLOOR INV THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT NTS NOT TO SCALE FROM TRENCHING AND DETAILED GRADING. PORTLAND CEMENT CONCRETE PE 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 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 USA 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 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. ®ig i Safer/ DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO.1 REVISIONS AND RE IIIII OVED IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA APPROVED FOR PERMITTING PLANNING &ZONING COMPLIANCE ■FORRAPPROVAL BY: BC BEGIN CURVE BCC BEGIN COMPOUND CURVE BCR BEGIN CURB RETURN BS BOTTOM OF STEPS C/L CENTERLINE C/G CURB AND GUTTER EC END CURVE ECR END CURB RETURN ELEV ELEVATION EP EDGE OF PAVEMENT EX. EXISTING HP HIGH POINT FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK GF GARAGE FINISHED FLOOR INV INVERT NTS NOT TO SCALE P.C.C. PORTLAND CEMENT CONCRETE PE PAD ELEVATION PIG POINT OF INTERSECTING GUTTER P/L PROPERTY LINE PROP. PROPOSED PUE PROPOSED UTILITY EASEMENT PVMT PAVEMENT R/W RIGHT-OF-WAY STA STATION S.D. STORM DRAIN S/W SIDE WALK TC TOP OF CURB TG TOP OF GRATE TP TOP OF PAVEMENT TS TOP OF STEPS TW TOP OF WALL TYP TYPICAL TF TOP OF FOOTING TRW TOP OF RETAINING WALL TSF TOP OF STEEL FENCE 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 HOT A PART TRACT HO. 539404 THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE ILITY TO ENSURE THAT THE SWALES ARE THE LOWLIN S RESPONSIBILITY E 5 B WITH E S SHOWN. IT IS THE DEVELOPER' R F E 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, PATI' OR OTHER STRUCTURES ACROSS FLOWLIt WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA � SULTING, INC. ASSUMES NO RESPONSIBIU. 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. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved APPROVED DATE (VISA CONSULTING, INC. Is PLANNING d Cwm ENGINEERING ! LAND SURVEYING 34200 BOB HOPE DRIVE ® RANCHO MIRAGE ® CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 LOT NOS. RG 730 PG 158 LOT NOS. RG 729 PG 159 LOT NOS. I RG 728 I PG 160 LOT NOS. RG 727 PG 161 OT NOE RG 726 PG 162 LOT NOS. RG 722 PG 152 LOT NOS. RG 723 PG 151 LOT NOS. RG 724 PG 150 JI' LRG NOS. PG 149 LOT NOS. RG 721 PG 153 LOT NOS. RG 720 PG 154 LOT NOS. RG 719 PG 155 LOT N0: RG 718 PG 166 CITY OF Toga a C�1NJ�b G 19E RG 171 G 157 LOT NOS. of JRAN Q�ZWN N_ LOT NOS. LOT P� ZnNZ�N Q Z" ZnN ORG 783 a O¢aO¢a LOT NOS. I-t70`O¢a O¢° -PG ju)22 oma0 LOT NOS. RG 730 PG 158 LOT NOS. RG 729 PG 159 LOT NOS. I RG 728 I PG 160 LOT NOS. RG 727 PG 161 OT NOE RG 726 PG 162 LOT NOS. RG 722 PG 152 LOT NOS. RG 723 PG 151 LOT NOS. RG 724 PG 150 JI' LRG NOS. PG 149 LOT NOS. RG 721 PG 153 LOT NOS. RG 720 PG 154 LOT NOS. RG 719 PG 155 LOT N0: RG 718 PG 166 o2DCO 0�p i�C l?np.�. Oop y4lp� � O¢C �22 LOT NOS 709 PG 141 NOS. 710 LOT NOS. RG 784 PG 21 LOT NOS. RG 785 PG 20 LOT NOS. RG 786 PG 19 LOT NOS. RG 787 PG 18 LOT NOS. RG 788 PG 17 LOT NOS RG 789 PG 16 LOT NOS. RG 790 PG 15 LOT NOS. RG 791 PG 14 LOT NOS. RG 792 PG 13 \� TRACT 31 CITY OF LOT NOS. RG 171 G 157 LOT NOS. of JRAN 148 NOS. R LOT P� RG 715 Q HEFT PG 147 LOT NOS. RG 716 e� PG 146 , Q , G, o2DCO 0�p i�C l?np.�. Oop y4lp� � O¢C �22 LOT NOS 709 PG 141 NOS. 710 LOT NOS. RG 784 PG 21 LOT NOS. RG 785 PG 20 LOT NOS. RG 786 PG 19 LOT NOS. RG 787 PG 18 LOT NOS. RG 788 PG 17 LOT NOS RG 789 PG 16 LOT NOS. RG 790 PG 15 LOT NOS. RG 791 PG 14 LOT NOS. RG 792 PG 13 \� TRACT 31 CITY OF oaTOa(a sp SHEET INDEX MAP 0' 100' 200' 300' 400' SCALE 1=100' nusmCG 4a® LOT NOS. RG 793 PG 12 / 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 INGVD29)+500' BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUI A AAOV 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 14 'o C43380®u 8\��ym Vx \TP OQ OF CA1 �F HARTUNG DATE )ING & SAFETY DIRECTOR LAS R. EVANS DATE (UNITY DEVELOPMENT DIRECTOR OF LA QUINTA M. SAXON DATE 4180 EXP. DATE 6/30/07 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 PIANS, 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 IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT 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, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 17. CONTRACTOR SHALL REMOVE AND 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 R' 'IREMENT APPLIES TO ALL SIDEWALK LOCA'--) IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEII _)EVELOPED. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDIT(n AND SOILS REPORT, N0. 07711-04.03- 802 DATED: MAY 30• 200 PREPARED BY: EARTH TEMS SOUTHWEST. TELEPHONE NO. 760 x-1588. 2. THE SOILS ENGINEER AND THS 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. B. 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. CITY OF LA QUINTA, CALIFORNIAC43880DATE SHEA HOMES TRILOGY -TRACT NO. 30023-5 of JRAN SEQUENCE 15F-1 PRECISE GRADING - COVER SHEET 2 v BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. HEFT 11 RA0 Il 30(02,3=5 ISEQUEI1 CE 15A EKWOHO WALLS LSS EXISTING BLOCK WALLS (TYP) FC >� r 146 FF -424.50 PE -(423.9) (4425 5 TRWr FG (4� 147 TF (423.40) FF -424.70 PE -(424.1) 01 20'• • :• SIDE YARD - BLOCK WALL WEDGE CURB HARTUNG DATE )ING & SAFETY DIRECTOR OF LA QUINTA PROPERTY LINE ING & ZONING LAS R. EVANS 1UNITY DEVELOPMENT DIRECTOR OF LA QUINTA FOR K" DATE KURT M. SAXON DATE RCE 44180 EXP. DATE 6/30/07 SAXON ENGINEERING SERVICES (V 2' 2 N n 2%MI�� 2% MINS _ — • � �IIIIIilllllllllllllllllll: I I—I 11—I � I—I I I- L,, —I 1 -I I IE I I I„ II 11_, �I I I-1 PATIO CONCRETE LANDING NTS GARAGE STOOP CONCRETE LANDING NTS III PROPERTY EX. GARDEN WALL LINE 0 n N 1 1 I 3' MIN. 2' �' 2 3' MIN. r I MIN. MIN. -�01 WW oll� 1n LO < PE OR FG I I PE OR FG N (HIGH SIDE) FF 1 LOW SIDE (SEE PLAN) F SEE PLAN; 20% 1% MIN. 2%t0 =11i= —i 2:1 MAX III III—„ — 111— III I 209,MIN. TII III=111111- oy -III. • —_ _iT —III Ill tF 1% MIN. 0.30' 21 MAX �� MIN. II III, ,III 411= R p�N — i SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL / (PE'S DO NOT EXCEED Y-01 VERTICAL DIFFERENTIAL) NTS FS 1 SEE PLAN P/L FS 2= 1 TO 0.. 2%_ Vvi,A%y;' 3:1 INSTALL 4" PVC S.D. I LINE O3 ® 1% IF SEX. GARDEN WALL NECESSARY TO CONSTRUCT STOOP/PATIO SECTION C -C FF INSTALL 4" PVC S.D. EE PLAN) LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO P 777 OMIT ONE BLOCK AT SWALE FLOWLINE //` ;i. / /\ I FLOWLINE OF PROPOSED AT WALL SECTION D-® p i/� t� SWALE TO PROVIDE OUTLET WALL FOOTING PRODUCT 1 PRODUCT 2 T FOR YARD DRAINAGE NTS FS 2= NOTE: S 1-0.2 4 TYPICAL SIDE YARD THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL SEESPLAN TO 0.3di' 3 PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY 1% WALL OPENING DETAIL/ 2% DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S NTS PLANS FOR FURTHER DETAILS.) a 3:1 I L 3` MIN. 2' MIN. RAW P/L C & R&W 10' P.U.F. B.O.C. 37, B.O.C. n' o I i r i D • . *113 ALERT e DIAL TOLL FREE 1-800-227-2600 J LEAST TWOD BEFORE YOUDIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED I DATE 1 4' L 18.5' 1 18.5' 1 4' (PRIVATE STREET) TYPICAL NON -LOOP STREET SECTIONS CACTUS SPRINGS DRIVE AND EAGLE CLAW DRIVE NTS © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING a CML ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRrvE m RANCHO MmAGE ■ CA 92270 TELEPHONE (760) 320-9811 ® FAx (760) 323-7893 QROFESS/pNq�� ��2 vP� p. 0E Fy- A'o9 w C43880 rn Exp. 6-30-07 P.D. 109-70 ELEV. 27.941 (NGVD29) - -- _...._.,... _. ~•-• ""' ARK EXTENDED FOOTING LAID CATION EXISTING RIGHT-OF-WAY SIGNATURE R/w C43880 DRAWN E 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE 1 DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, PROPOSED SWALE FLOWLINE THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF GUTTER CHECK E MADISON ST. AND 18' SOUTH OF AVENUE 50. SEE LANDSCAPE PLANS FOR JA z LO Ui PAD— (SEE PLAN) PROPERTY EX. COMBINATION GARDEN/RETAINING WALL IETAINING PORTION — PAD (SEE PLAN) TF SEE PLAN SECTION B -B REAR YARD COMBINATION GARDEN/RETAININ WALL NTS LEGEND CITY/COUNTY LIMIT LINE EXTENDED FOOTING O2 EXISTING RIGHT-OF-WAY R/w — — — — EXISTING CENTERLINE — — EXISTING PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE F _ EXISTING WEDGE CURB AND GUTTER O7 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 IT�- EXISTING STREET LIGHT EXISTING WATER METER EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER �v EXISTING VAULT ®� 4" CONCRETE DWY / SLAB ©� 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES O7 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. O INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT 4" THICK P.G.C. DWY / SLAB. O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. PLAN 4• THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS 78EING ITY OF LA QUINTA, CALIFORNIA HOMES TRILOGY - TRACT NO. 30023-5 NCE 15F-1 PRECISE GRADING - LOTS 153-157 IVISION OFA PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.65., R.7E., S.B.M. 2 OF 2