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MUP 2006-845k FKUM City of La Quinta OUSE ONLY Community Development Department ase No. -jefa�s 78-495 Calle Tampico �� Dat R vd. La Quinta, California 92253 Fee. 5 (760) 777-7125 FAX: (760) 777-1233 Related Apps.: Logged in by: 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 S (Print) MAILING ADDRESS LoQ P,0D T —Phone No.( --1 (00) CITY, STATE, ZIP: L c4 w ►- EA PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone Fax No. PROJECT LOCATION:��J(�iyLlt� PROPOSED USE AND/OR CONSTRUCTION (Including operational information): ��3-i cAe–nA-i r.A CAS i1 - —%� 1111 CITY OF LA LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): �Tf`fi Com#' 31�p?�3 1�f�S e-, floc- l0 11 L 1 A I Minor Use Permit 0 ❑ 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 APPLICANT GN` �. . - y (�Pleas�e/P�rintt) OF APPLICA T ,CylJ� -�' �J ' ��-'�' DATE SIGNATURE -�- NAME OF PROPERTY OWNER�Q(,� 1�t0`�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 I Minor Use Permit •T., bay 4 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 October 26, 2006 Ms. Gravielita C. Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-845 CASITA; 61-571 TOPAZ LANE Dear Ms. Lares: Him (760) 777-7000 FAX (760) 777-7101 f3FILI COPY Your request for approval of Minor Use Permit 2006-845 allowing the construction of a casita/guesthouse at 61-571 Topaz Lane in La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the owner 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 card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copy is received by the Community Development Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7131. V ry RFRANCO .I Assistant Planner Attachments c. Building and Safety Department RECORDING REQUESTED BY: Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita C. Lares Shea Homes 60-800 Trilogy Parkway Lafavo�'11Ki COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-571 TOPAZ LANE, LA QUINTA, CA 92253 This Covenant and Agreement are made and executed this 26'h of October 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 19, TRACT 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. 2006-845, 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 Jdfinson Planning Manager City of La Quinta Printed Name of all owner(s) -?')0 - Date STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE .) ss. CITY OF LA QUINTA ) On October 30, 2006 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. instrumentand. 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) RE IA HENSLEY Notary Public . Commission # 1521423 Expiration: October 23, 2.008 I 441 444.69 TW 444.69 TF�204�8 \/ FL 2&m&z=WI TW 446.03 TW 444.69 55.00' TW 446.03 Tw 44tob �� "" TW 446.7C' TF 441.31 TF 441.31 TF 441.98 TF 441.9 FG 443.1 TF 441.98 TW 448.71 FG 442.7 ) TW 448.71 TW 449.3E TF 441.31 TW 447.37 TF 441.98 TW 447.37 to N �° TF 441.98 N TF 441.96 0 TF 441.31 °• •off N442.22 443 442.63 98 FL -GB /® EXT. BOX 443.34 FL N � BAY 7302 FS .n 1 N �X BAY 7335 442.20 443., 0 2 FL -GB 442.59. 20 ° FS 19 FL -GB 0 443.50 2 PE -442.4 'n 4520 FS 0S' 18 PRODUCT 1 5 a 5500 443.23 5_ Q 5' PLAN 3C in _ o' FF -443.30 0 °' PRODUCT 2 f.. b tn 443.10 PE -442.7 442.40 0. PLAN 1A 21 0 Lug HP -FL o 442.40 442.84 u? ROOM 79`10 EXERCISE FF 443.70 �, r Gy HP -FL FS 442.80 PE-443. 1 443.50 442.80 D u 442.98 ' HP -FL 442.9 7 442.40 FS 2 HP -FL <- FS FS HP -FL 443.26 42.84 '�' FS -GB F�. 442.71 442 80 443.50 �/; a r� 3 1 43.10 442.747F (4 .71 0 -FL FS SFS �' FS 1 1 442.70CAS �� 796rcaA GARAG Ik 2), F=442.70 �: GARAGE TW 448.71 FF=443.30�_ 4• GARAGE 7606 o GF=443.10 443.37 442.4 PE=442.7 4GARAGE 4.42,30' ' 7606 "IFG FS ° b` 4 2.63_ TF 441.38) 442.22 f FL -G8 ° 2: ,\. FL -GB � 2 �, M -.5 N 442.4 ` 442.90 FS rn C14442.20 y _ N FS ; .. _ �' .441.8 441.88 04 441.64 441..73 2 4 2.0 --F 441.49 FS -GB S -FL FS-fL FS -GB FS -FL 4. 65.00 55.00 - TC 441.5 TC 441.64 - TC 441.71 TC 441.79 TC 44197 TC 441.40 - -w- W- - - -w- T 4.68 TOPAZ DRIVE- RIVE0.502%)-s-17+00 '-TO-.5027.)-s-- s - -s- -s- - - TC 441.60 TC 441.88 5 .00' 55.00' 144: s h '`PROPS LINE :.., Trilogy at La Quinta Construction Phase 16C - 612 Seq. # Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Lival: SF. 1 7015 61475 Topaz Drive 5500C Right Right Exercise Rm - 149 sf. Ext. Box Bay - 63 sf. 4 ft. Ext. - 83 sf. No 2,599 2 7016 61499 Topaz Drive 5500A Left Left Exercise Rm - 149 sf. Ext. Box Bay - 63 sf. 4 ft. Ext. - 83 sf. No 2,599 3 7017 61523 Topaz Drive 5505C Right Right No Box Bay @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Yes - 315 sf. 1,847 4 7018 61547 Topaz Drive 5500A Left Left Exercise Rm - 149 sf. Ext. Box Bay - 63 sf. 4 ft. Ext. - 83 sf. No 2,599 5 7019 61571 Topaz Drive 4520C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. No 1,943 Total 11,587 To CLQ on 10/20/06 ------------ 11 1 SIDES AND REAR ELEVATIONS 4520-C WITH GASITA OPTION �`+ FRONT ELEVATION 4520-C WITH GASITA OPTION """V ------------------ �i I I ,.i•'• ., f H I I _1- IPIC SQ. FOOTAGE CASITAS ' --- CASITA KS' - I I � •, I y; BA I I I I I I I 1 I OPT CASITAS 4520-C (OPTION na64-4570) `�.... e CITY OF LA QUINTA CITY/COUNTY LIMIT LINE /AVENUE 61 st Ave. is COUNTY OF I RIVERSIDE ' 64th AVENUE VICINITY MAP NTS ABBREVIATIONS U Q BC BEGIN CURVE NTS NOT TO SCALE BCC 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 C/L CENTERLINE PROP. PROPOSED C/G CURB AND GUTTER PUE PROPOSED UTILITY EASEMENT EC END CURVE PVMT PAVEMENT ECR END CURB RETURN R/W RIGHT-OF-WAY ELEV ELEVATION STA STATION EP EDGE OF PAVEMENT S.D. STORM DRAIN EX. EXISTING S/W SIDE WALK HP HIGH POINT TC TOP OF CURB FF FINISHED FLOOR TG TOP OF GRATE FG FINISHED GRADE TP TOP OF PAVEMENT FH FIRE HYDRANT TS TOP OF STEPS FL FLOWLINE TW TOP OF WALL FS FINISHED SURFACE TYP TYPICAL GB GRADE BREAK TF TOP OF FOOTING GF GARAGE FINISHED FLOOR TRW TOP OF RETAINING WALL INV INVERT TSF TOP OF STEEL FENCE CONSTRUCTION NOTES OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. O CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY CITY/COUNTY LIMIT LINE - - EXISTING RIGHT-OF-WAY - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT �--- PROPOSED SWALE FLOWLINE _ _ _ _ _ _ _ _ _ EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL w EXISTING KNEE WALL /A PROPOSED AIR CONDITIONING UNIT - - -'w- - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER O 4" CONCRETE DWY / SLAB ® 6" CONCRETE DWY / SLAB QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 40 LF 4,900 SF -6 EA -327 SF TOTAL CUT (RAW): 375 C.Y. TOTAL FILL (RAW): 375 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. NOTE TO CONTRACTOR- 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 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 NOTE TO CONTRACTOR- EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. Dig�Safely 1IG ALERT DIAL TOLL FREE - 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. I REVISIONS I APPROVED I DATE N THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, V T A T E O F CALIFORNIA APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED �( FOR APPROVAL BY: App-Im IL Iff AM AF lar m T?IL L/G lf Ar A Almm"ll""m A UIN TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES Air w 30023� 1HA"; T NOO (MOO 10-19GENERAL NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA UINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. PRECISE GRADING PL..',mNS 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 WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA ONSTRUCTION P 16C DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED LOTS 15-21 N-1®�WITHIN THE STATE RIGHT L WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 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 OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 7 EAST, PRIOR TO REQUIRING INSPECTIONS. SAN BERNARDINO BASE AND MERIDIAN 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. PREPARED FOR- HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS SH ` A HOMES FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL EGULATORY, WARNING AND GUIDE SIGNS. 9 60311 TRILOGY PARKWAY . STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE LA QUINT p ,�+A 9r���� CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE ti V APPROVED BY THE CITY ENGINEER. (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 REGISTERED CIVIL ENGINEER WITH AN 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: NOTE TO CONTRACTOR- DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. 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. NOTE TO CONTRACTOR- ACCESSIBILITY DETAILS THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. © Copyright 2006 MSA Consulting, Inc. All Rights Reserved ONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRivE a RANCHO MIRAGE m CA 92270 TELEPHONE (760) 320-9911 2 FAX (760) 323-7993 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 (NAVD29)+500' BENCH PREPARED UNDER THE DIRECT SUPERVISION OF MARK P.D. 109-70 ELEV. 27.941 (NAVD29 0 0 L CATI N 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. �o Q�oEESS/O,y` q Lu C26401 m Exp. 3-31-08 s]qT 0 v �, F 0 CAS-\�o 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 WRK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 1 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 HI HWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REQUIRE 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 IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. 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. 16. 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 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, DATEDWAY 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 SOIL 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 TRACTOR THE C E TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION ON IS RESPONSIBLE N L FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT 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 C26401 LIVID 1 DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 DATE LMD LOTS 15-19 OF SEQUENCE 16C of CHECK BY PRECISE GRADING PLANS - COVER SHEET 2 RSS BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS TW 444.( TF 440.E 20 PE=442.4 iuI - L C5� (S-r'D <Oj } rlr� l =' 3 1 GARAGE STOOP CONCRETE LANDING W/ SWALE CONDITION NTS Dig�Safely DIG ALERT DIAL TOLL FREE V 1-600-227-2600 "- AT LEAST TWO DAYS "4 BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO REVISIONS ORI o 0 •0 S1 4 TL GARAGE STOOP CONCRETE LANDING NTS OMIT ONE BLOCK AT FLOWLINE OF PROPOSED SWALE TO PROVIDE OUTLET FOR YARD DRAINAGE SWALE FLOWLINE AT WALL WALL FOOTING SUBGRADE TYPICAL LOOP STREET SECTION (TOPAZ DRIVE) NTS NOTE NOTE- © Copyright 2006 GUEST HOUSES/CASITAS AS MSA Consulting, Inc. SHOWN WERE SUBMITTED FOR SEE WALL PLANS FOR ALL TW, FG (AND All Rights Re erved APPROVAL UNDER A MINOR TF (GRADES FOR EXISUSE PERMIT2006-811. TING WALLS APPROVED DATE MSA CONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. 1 PLANNING m Cwm ENGINEERING ® LAND SURVEYING 3420wD 0 Bo$ HOPE DRIVE ®RANCHO MIDGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 N 2 PATIO CONCRETE LANDING NTS I ON 27,9111111 "11 �Q Q�oFESSIQNq` LU 026401 rn Exp. 3-31-08 �F °F CA0Fo PROVED FOR PERMITTING A HARTUNG DATE ILDING & SAFETY DIRECTOR Y OF LA QUINTA GRADE EXISTING GOLF COURSE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE (0.50% MIN.) PROPERTY LANNING & ZONING COMPLIANCE APPROVED 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 SECTION B -B GOLF COURSE KNEE WALL NTS EX. GARDEN WALL 3' MIN. 2' MIN. PE OR FG LOW SIDE SEE PLAN) 1% MIN. - 2:1 MAX ° 20q ,Rr-lII„—�� _ 0.30' PROPERTY LINE MIN. 3' MIN. -PE OR FG (HIGH SIDE) (SEE PLAN) 0.30' MIN. 1% MIN. FF MIN. ii liii i -iii= AV 2:1 MAX ifl SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL (PE'S DO NOT EXCEED 1'-0° VERTICAL DIFFERENTIAL) NTS 55' 55' CONSTRUCTION NOTES L1 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.C.E. NO. DESIGN BY — — EXISTING RIGHT-OF-WAY MARK — EXISTING CENTERLINE — — LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE EXISTING PUBLIC UTILITY EASEMENT TRILOGY AT LA QUINTA - TRACT NO. 30023-7 < PROPOSED SWALE FLOWLINE _ _ _ LOTS 15-19 OF SEQUENCE 16C EXISTING WEDGE CURB AND GUTTER _ _ — _ _ _ - O1 PROPOSED GARDEN WALL 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY SEE LANDSCAPE PLANS FOR DETAILS OF AVENUE 50. EXISTING GARDEN WALL BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. i EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT — —W— — EXISTING WATER MAIN — —s— — EXISTING SEWER MAIN EXISTING FIRE HYDRANT EXISTING WATER METER (� EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER O2 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB 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.) d c c 0 U e� IL3 m IL N m Co 0 0 N ami O CV 0 Si •U C, 0 U v s a) V) 00 c7 i U 'o BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY CITY OF L A QUINTA, A CALIFORNIA a MARK 026401 LIVID N LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 m WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH DATE LMD LOTS 15-19 OF SEQUENCE 16C USHEETS FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY PRECISE GRADING PLAN OF AVENUE 50. RSS BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. i