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MUP 2007-876Aw God+ / oZ City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 F fR ft JAN 18 2007 -- CITr Ur � " .- OFFICE USE ONLY Case Nom Date Recvd. I Fee:�7 ✓�� - I bo Related Apps.: Logged in by: nl _ 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 h 40r), r- S (Print) MAILING ADDRESS kjOct X71 �(2��Qr. Phone No.( -,I 1Q0) --1-11-(, u 2 CITY, STATE, ZIP: 1-., O lel l.. n, C - Pr C) a �- `J --�> Fax No.(D Lob) 111 - X00 `4 q PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. Wk.0 A5 t (9( 'i � 5 1 OPa --� 1) 9 i J�- ) PROJECT LOCATION: �i PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): "':� -- 91 TBMISSION REOUIREMEN • ❑ 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.. 0. + + + + +CO + 'C + + + + + + + + NAME OF APPLICANT (Please Print) SIGNATURE OF APPLICDATE 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 IMinor Use Permit January 26, 2007 Ms. Gravielita Nieto Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 0 0 `�crry a�' ,CG,Qr�i�cfty FjZFCo A. SUBJECT: MINOR USE PERMIT 2007-876 -. P1 TRILOGY, TRACT 30023-7, PHASE 161313, LOTS 25,134 - CASITAS Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-876 allowing the construction of casitas at the following locations is hereby approved: Lot 134: 61-766 Topaz Drive Lot 25: 61-715 Topaz Drive You may now contact the Building & Safety Department for your building permit. Enclosed are the approved original Deed Restrictions for each address. They must be signed by the owners in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, ti ERIC CEJA Assistant Planner c. Building and Safety Department P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLC 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 60-800 Trilogy Parkway La Quinta, CA 92253 . • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-715 TOPAZ DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 26th day of January 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 25, TR 30023-7, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2007-876); 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 Signature(s) Planning Manager City of La Quinta Printed Name of all owner(s) 167 Date • .7 ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On I/2 aW , before me, , Notary Public, personally appeared perso Ily known to me or proved to me on the basis of s sfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature oft Notary Public [107anus WPM cWM*dM • 16M% 0"OkNv PUWtc - cawbmb RWOMde covey cdnM OOM Oct 16, 201 • 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 61-766 TOPAZ DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 26th day of January 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 134, 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. 2007-876); 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) A Les 36hnson Planning Manager City of La Quinta Printed Name of all owner(s) i/u/o 7 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 ��a519wo� before .me, SP ,Notary Public, personally appeared erson^ known to me or proved to me on the basis of satifilactory 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 Pf the Notary Public Cam,bala, • 16977% I*: P,epc . caftnim Rkemide Cou* Comm. Elq*es Ocf 16, 201 Trilogy at La Quinta Construction Phase 16D3 Seq. # Lot # I Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Liv cIM SF. 1 134 61766 Topaz Drive 4510A Left Left Yes - 249 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 83 Patio Ext. - 1 805 _ sf. 120 sf. ' 2 25 61715 Topaz Drive 5515C Right Left Yes - 290 sf. Box Bay @ MBR - 26 sf. & Nook - 26 sf. 2,464 3 26 61739 Topaz Drive 5500A Left Left No Box Bay @ MBR - 63 sf. 4 ft. Ext. - 83 2 450 sf. ' 4 27 61763 Topaz Drive 5505C Right Right No Box Bay @ MBR - 26 sf. 4 ft. Ext. - 83 Patio Ext. - 1 847 sf. 315 sf. ' Total 8,566 To CLQ on i--I'l-,I,� }-1 (-k c::, RTIAL SIDES AND REAR ELEVATION FRONT ELEVATION 4510-A WITH OPTIONAL GASITA SQ. FOOTAGE CA51TA ]4A PARTIAL FLOOR PLAN 4510-A boon niw . .a+� xi n. ••••• ••" (orrloN nqw-4510) rr . il_ - _ SQ. FOOTAGE CA51TA ]4A PARTIAL FLOOR PLAN 4510-A boon niw . .a+� xi n. ••••• ••" (orrloN nqw-4510) PARTIAL LEFT 5515-C 0 PARTIAL FRONT 5515-C PARTIAL RIGHT 5515-C SQ. FOOTAGE CASITA 790 mommomwl (OPTIpN F146a-5515) FLOOR PLAN ADDENDUM 5515-C FLOOR AREA : 290 50. CITY OF LA QUINTA 61st /COUNTYI LIMIT LINE COUNTY OF I RIVERSIDE 64th AVENL VICINITY MAP NTS ABBREVIATIONS O 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 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA LEGEND INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS ---------- CITY/COUNTY LIMIT LINE SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED EXISTING RIGHT-OF-WAY R/w - - - EXISTING CENTERLINE - - - - EXISTING PUBLIC UTILITY EASEMENT 4E PROPOSED SWALE FLOWUNE DESIGN ------ = ` EXISTING WEDGE CURB AND GUTTER BY OTHERS UNDER SEPARATE PERMIT. PROPOSED GARDEN WALL O COACHELLA VALLEY WATER DISTRICT SEE LANDSCAPE PLANS FOR DETAILS --r- -- EXISTING GARDEN WALL 4,211 SF EXISTING KNEE WALL O PROPOSED AIR CONDITIONING UNIT -w- - EXISTING WATER VNN - - -s- - EXISTING SEWER MAIN - -IRR- EXISTING IRRIGATION LINE TELEPHONE EXISTING FIRE HYDRANT (760) EXISTING STREET LIGHT CABLE T.V. EXISTING WATER METER [] EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER r EXISTING VAULT O2� 4" CONCRETE DWY / SLAB ® 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS QUANTITY ESTIMATE 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 (FOR PERMIT PURPOSES ONLY OCONSTRUCT 1 GARDEN WALL PER CITY OF LA QUINTA BUILDING UTILITIES & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN IRRIGATION COACHELLA VALLEY WATER DISTRICT BY OTHERS UNDER SEPARATE PERMIT. 398-2561 42 LF COACHELLA VALLEY WATER DISTRICT O2 CONSTRUCT 4" THICK P.C.C. DAY / SLAB. SEWER 4,211 SF (760) O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 6 EA ® CONSTRUCT 6 THICK P.C.C. DWY APPROACH. THE GAS COMPANY 267 SF 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT r J EARTHWORK ESTIMATE J 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 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 THE GAS COMPANY (760) 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT (800) 227-2600 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. DigSafely DIG ALERT DIAL TOLL FREE 14 1-800-227-2600 1q. rl AT LEAST TWO DAYS BEFORE YOU DIG ©Copyright 2007 MSA Consulting, Inc. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA All Rights Reserved NO. I REVISIONS APPROVED TRIL OG Y A T LA QUINTA TRACT NO. 30023-7 PRECISE GRADING PLANS CONSTRUCTION PHASE 16D-3 LOTS 25-27 AND 134 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 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 SWA' ES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR L!,"�SCAPE CONTRACTOR IN ACCORDANCE WIT �E APPROVED GRADING PLAN AND THAT THE INTEGRIT, THE SWALES IS MAINTAINED. THIS PRECL'JES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS,`o OTHER STRUCTURES ACROSS FLOWUNES 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, 4 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. i THE ACCESSIBILITY DETAILS SHOWN ON THESE PIANS, 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 1 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. DATE AnMSA CONSULTING, INC. PLANNING ■ Cwm ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DANE r RANcxo MwAOE Is CA 92270 TELEPHONE (760) 320-9811 ■ PAx (760) 323-7893 BASIS OF BEARING: li tli n;S� Krt y`r.c'uo&) /t (r(N V„ t -s1 i z sot[ `Z6 -VA �I u.,.,, 134 171% SHEET INDEX MAP 0' 100' 200' 300' 400' I SCALE 1"=100' 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' P.D. 109-70 J 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. �J QAOFESS/ONq\ �I,.DEL,gr It, o w C43880 m °C Exp. 6-30-07 m Q NVx \Q OF CAL �QI C43880 SIGNATURE JULIAN A. DE LA TORRE I DATE DRAWN BY LIVID CHECK BY JAD APPROVAL BY: 'TOM BUTIILDINGY OF �&NQSANETY DIRECTOR DATE DOUGLAS R. EVANS TA 'COMMUNITY OF LA DEVELQUINTOPMENT DIRECTOR DATE 'RCE 44180 ENN DATE GINEERING SERVICES. DATE 6/30/07 ' GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PIANS 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 IST 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 ELIMINATIONNDE E SYSTEM ( P S) PERMIT. OWNERS/DEV LOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STORM 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 REQUIREDP 0 C Y U LAN 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. 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, ORDR 'IES, OR LAWS AND REGULATIONS, ENACTF f:'1R ADOPTED BY THE CITY OR OTHER JURISDICTIONS WI ._ UTHORITY SUBSEQUENT TO THE PLAN AP.. JVAL 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 REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. J 'J 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, 3003, 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 0.507. 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, CALIFORNIA SHEA HOMES TRILOGY - TRACT NO. 30023-7 SEQUENCE - 16D-3 - LOTS 25-27 AND 134 PRECISE GRADING PLANS - COVER SHEET BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E.. S.B.M. SHEET 1 L h m OF 2 SHEETS Q lv/ GLf') 0.1 63. 2g y$� PE"442.7 Lo •t RW(448 039' Nj/I 442 7 T .% /'�/�' L T F (439.36) 4� am 7aas Cd c'-1 43987 439.36 4 4 F •A. ZAP �S °9 ,- E 445.36 446.70 43 . 6 2 6.76' 946.70 �Ictli7w TF 439.36 p C 440. h 4�9.7� FL 70 5505 Fs J` y ExlsnNc PRODUCT 2 --3 0 BLOCK WALL P Z �t I r� (TYP.) LAN 90 1C 439.88 h s_ 11, 2 8 FF -440 440.70 FL h 0 440,00 1 E-440,3 FS F0-00 P. 44000 FL-HP 440.5. / 43F9L96 3 43 -4a i <1 TW M EXISTING WALL OPENING KNEE W) LATE WALL PLAN 63.95 , 440.7 TW E 442.03 23.40 41.21 441.0 " TW FG TW W 445.36 TF 439.36 TW E 446.70 FG TF 440.7 TF 439.36 �OhO.jTW oB , N �� QS99 FG 4FG0 065- �i u, �S TTw F L '� �� °9 '��- 5.37' 2 ^e� N 5.69' -�ti 5.51' 441.28 BAY J302 440.94 440,23FS BOX env 7324 FS FL -GB _r70777777_773s 440.19 _ {, 440.57 r.^N�r_ 440.43 5• FL 2 "4 0.27 FL -GB FL f TN ."FL 2 2 5 441.40 441.10 T 0 5515 FS dk e, 441.70 r -%- o FS PRODUCT 2 109-70 7910 5500 1, EXERCISE ROOM PRODUCT 2 . 10.40 HP PLAN A n 40.86 FF=441.30 PE -440.7 2 440.4 FS 70 0 �� FL -RI N 446.70 7 439.36 1 EXISTING 1 BLOCK WALL PRODUCT 2 109-70 (TYP.) PLAN 3C 1, o v.a FF -441.60 441.40 in o�S 24 t1J PE -441.0 FS to J PE -(441.3) 70 0 �� 635 r j LOCATION EXISTING 1 BLOCK WALL J 441.26 DRAWN BY 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING 4�7.0 0.50% o 440:84. 40.96 FS . FS Q II � 7 r; TW 447.36 1 TF 440.03 JJ 4�j. 9, lo/ OF=440.70 1440.96 dY W 439.95 FL -GB tp vjA/ ?' YAr GE 7606 Z) 438.95 FS rn M u? ,�� 440.18 O 440.2 ,a p 2 O o FS FL -GB 1M�� - 440.47 440.63 12.18' FS9.19 "4 9:27„. w 2 r ..1% -:. 440.57 ' r . FS -GB FL -GB A' G. FFl FS _ 439,39 0.502%) _ _ �a6 .45 F -FL _„ . F39G 2 439.67 4 9.75 439.83 440.01 Zr) Co _ FS -GB ES- L FS -GB FS -OB ^ C 438.86 TC 438 C 439`11 iC 49. --' - _ 72. W-__- 19 _ _ $[� 26.64 ^� 438.85 FL 438.42-_,-_,7C 439.31 TC 43 .39 TC 439.59 - - - - - - - - - - TP TC 439.25 - TC 439.67 TC 439.76 7C 439.93 TC 439.97 -w-_ -�W- _ w- -w- - -w- PROP. KNEE TC 438.87 _ TC 439.63 - TC 439.75 WALL _ TOPAZ DRIVE g B TC 12 O+ �- - �_ - 439.69 L 438,42 Tr. 39. 2 s 0.5025% - _ TP +00 7C 439.11 -s ��Q\ 9.59- TC 439.14 TC 439.40 - TC` 39.76 � � 438 gg � 44.5g• _ _ TC 439.67 a FS-pL 43 - - FL 39.26 r RT W(445.00) FS 9.01 _ --- ----- _ Ryw-- - - - - - - - - TC 439.94 - - - - - - - - - - - - TF 438.33 FSS FL 1 53.99' - - - - � - 53.99 54.66 55. TW - 6 TIN (E (445 is r TRW 1446.33 439. N 438.33 r- -GB B B ...� `_ 440.44 Vi96, P, J 446.33 :q- w. OMIT ONE BLOCK AT FLOWLINE OF C, PROP, WALL 439.00 o N`r 440 60 9030 3oVaV .r PROPOSED SWALE TO PROVIDE OUTLET FOOTING / FL VARIES '�7 9 133 o�7 F -HP 030H V0 0 �: , 446.25 SEE PLAN E, PE -(43x'1) r. 2 a TF 436•x2 TYPICAL BACK YARD KNEE -" -/T 440.35 1 TW 446.25 EXISTING 77%% ��/ BLOCK WALL - 440.43 TF 43892\ WALL OPENING DETAIL vBw (T TS °-36 I. .-. FS HF. J RT W (446.33) 4 S TF 439.67) 2 o - r 13 438.33 440.60 4 439.90 4510 HP= � (446.33 HP9'90 P FL FL RODUCT 5_ TRW 439.67 0 x37.67 �, PLAN 2A 132 I 439.75 FF -440.80 FL PE -440.2 PE -(438.4) i��_, 2 1W (446.33) 4 9.69 _k" FS 439.70 TFW43 39.67 FL d c aiVds r' . . 'z AVE 7.67 7 AVE x08 RW(441.67) 440.36 >/ 439.67 to tF 437.67 440.2 0 06TW N (441TRW.67 RG o; b� 0 TF 437.9.67 , _,x`",9::59 440.2 00 49.59' FG NOTE GRADE EXISTING GOLF COURSE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE (0.50% MIN.) NOTE GRADE EXISTING GOLF COURSE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE (0.50% MIN.) DigSafely (PRIVATE STREET) DIG ALERT DIAL TOLL FREE NOTE TYPICAL NON -LOOP STREET SECTIONS �1-800-227-2600 SEE WALL PLANS FOR ALL TW, FG DRAINAGE TOPAZ SDRIVE AT LEAST TWO DAYS DETAILS AND TF GRADES FOR EXISTING WALLS. BEFORE YOU DIG ©Copyright 2007 MSA Consulting, Inc. All Riahts .Reserved - r ,. •. vJ�Tti,Ei41v' U:(21"_hlul;t ,LMF�IE'RGiS�'..I4L} .ii 1(C�.1�u:4i 1. 1 -;- NO• REVISIONS APPROVED DATE MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200 Boa HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-98U ■ FAx (760) 323-7893 2 ^ TF OPENING 'BALL PLAN PROPERTY 'CIWE 2' BENCH TONE BLOCK II / OPENING PAD r FUTURE EARTHEN LOT -/SEE DRAINAGE SWALE 0.5% MIN aI I SECTION C -C GOLF COURSE KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL R/L. W B.O.C. 4' 18.5' 37' PROP. WALL Br B B PROP. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OFJ FL VARIES PROPOSED SWALE TO PROVIDE OUTLET SEE PLAN TYPICAL BACK YARD KNEE GOLF COURSE WALL OPENING DETAIL •A• NTS GRADE AS NECESSARY INTO EXISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. P/L, R&W 4' SIDE YARD - BLOCK WALL OMIT ONE BLOCK AT W SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL/;\ NTS PROPERTY LINE & ZONING COMPLIANCE EAPPROVED AND RE FOR APPROVAL BY: 'TOM T M. SAXON DATE BUIILDIINGG�&NQ SAFETY DIRECTOR DATE INTA ICOMMUNI Y DEVELOPMENT Y OF LA GLAS R. DIRECTOR DATE 'TA �ON4180 VEERING SERVICES DATE 6/30/07CITY OF ' PROPERTY CONSTRUCTION NOTES 10 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. 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. SECTION B -B LEGEND EXISTING GOLF COURSE KNEE WALL NTS CITY/COUNTY LIMIT LINE WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL R/W EXISTING RIGHT-OF-WAY - - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWILINE PROPERTY E1 GARAGE STOOP CONCRETE LANDING EX. GARDEN WALL LINE FQ - _ _ - EXISTING WEDGE CURB AND GUTTER W/ SWALE CONDITION 3' MIN. 2' 2' 3' MIN. N S Q PROPOSED GARDEN WALL MIN. MIN. SEE LANDSCAPE PLANS FOR DETAILS z' = EXISTING GARDEN WALL EXISTING KNEE WALL NM 1 0 2 PROPOSED AIR CONDITIONING UNIT in 2% MIN. n -W- - EXISTING WATER MAIN PE OR FG IPE R FG HGHOSIDE FF �s- - - EXISTING SEWER MAIN (LOW SIDE) SEE PLAN III -III III Illi; (SEE PLAN) Q 20q, -IRR- EXISTING IRRIGATION LINE 1% MIN. 1 IIS- III EXISTING FIRE HYDRANT 2:1 MAX - -" MIN. I I� l 11=1111 - GGyp� EXISTING STREET LIGHT 0.30' l 11 ATF 2 MAX Ell EXISTING WATER METER GARAGE STOOP CONCRETE LANDING -III=III- MIN•III=III-FR p <� NTS ` _ EXISTING ELECTr ,; UNCTION BOX EXISTING TRANSFORMER 2 SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL [ EXISTING VAULT 2% MIN (PE'S DO NOT EXCEED 1'-01 VERTICAL DIFFERENTIAL) e -� 4" CONCRETE C ,•�..,/ SLAB NTS ` ®� 6" CONCRETE DWY / SLAB Illi III Ill 1111=111= 11-111,11111111111. PATIO CONCRETE LANDING NTS 45' / PATIO 7710 4510 PRODUCTI PLAN 2A GARAGE GA51TA 7960 PRODUCT 1 -v n 55' 55' jVqoFESS/ON DIE ECo L 4 to Fy t5 9�R� w C43880 Tm Cr Exp. 6-30-07 \TF OF CAo F' MAIRKI I P D 109-70 til 27.941 (NGVD29) 1, o � 135 ti Pa'1 .. SFS PE -(440.4) "'e to J 43..8 C43880 635 r j LOCATION EXISTING 1 BLOCK WALL 7 (TYP.) DRAWN BY 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE 'G= DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, •' y IN fAl- THEN 2.0 MILES TF OPENING 'BALL PLAN PROPERTY 'CIWE 2' BENCH TONE BLOCK II / OPENING PAD r FUTURE EARTHEN LOT -/SEE DRAINAGE SWALE 0.5% MIN aI I SECTION C -C GOLF COURSE KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL R/L. W B.O.C. 4' 18.5' 37' PROP. WALL Br B B PROP. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OFJ FL VARIES PROPOSED SWALE TO PROVIDE OUTLET SEE PLAN TYPICAL BACK YARD KNEE GOLF COURSE WALL OPENING DETAIL •A• NTS GRADE AS NECESSARY INTO EXISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. P/L, R&W 4' SIDE YARD - BLOCK WALL OMIT ONE BLOCK AT W SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL/;\ NTS PROPERTY LINE & ZONING COMPLIANCE EAPPROVED AND RE FOR APPROVAL BY: 'TOM T M. SAXON DATE BUIILDIINGG�&NQ SAFETY DIRECTOR DATE INTA ICOMMUNI Y DEVELOPMENT Y OF LA GLAS R. DIRECTOR DATE 'TA �ON4180 VEERING SERVICES DATE 6/30/07CITY OF ' PROPERTY CONSTRUCTION NOTES 10 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. 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. SECTION B -B LEGEND EXISTING GOLF COURSE KNEE WALL NTS CITY/COUNTY LIMIT LINE WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL R/W EXISTING RIGHT-OF-WAY - - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWILINE PROPERTY E1 GARAGE STOOP CONCRETE LANDING EX. GARDEN WALL LINE FQ - _ _ - EXISTING WEDGE CURB AND GUTTER W/ SWALE CONDITION 3' MIN. 2' 2' 3' MIN. N S Q PROPOSED GARDEN WALL MIN. MIN. SEE LANDSCAPE PLANS FOR DETAILS z' = EXISTING GARDEN WALL EXISTING KNEE WALL NM 1 0 2 PROPOSED AIR CONDITIONING UNIT in 2% MIN. n -W- - EXISTING WATER MAIN PE OR FG IPE R FG HGHOSIDE FF �s- - - EXISTING SEWER MAIN (LOW SIDE) SEE PLAN III -III III Illi; (SEE PLAN) Q 20q, -IRR- EXISTING IRRIGATION LINE 1% MIN. 1 IIS- III EXISTING FIRE HYDRANT 2:1 MAX - -" MIN. I I� l 11=1111 - GGyp� EXISTING STREET LIGHT 0.30' l 11 ATF 2 MAX Ell EXISTING WATER METER GARAGE STOOP CONCRETE LANDING -III=III- MIN•III=III-FR p <� NTS ` _ EXISTING ELECTr ,; UNCTION BOX EXISTING TRANSFORMER 2 SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL [ EXISTING VAULT 2% MIN (PE'S DO NOT EXCEED 1'-01 VERTICAL DIFFERENTIAL) e -� 4" CONCRETE C ,•�..,/ SLAB NTS ` ®� 6" CONCRETE DWY / SLAB Illi III Ill 1111=111= 11-111,11111111111. PATIO CONCRETE LANDING NTS 45' / PATIO 7710 4510 PRODUCTI PLAN 2A GARAGE GA51TA 7960 PRODUCT 1 -v n 55' 55' jVqoFESS/ON DIE ECo L 4 to Fy t5 9�R� w C43880 Tm Cr Exp. 6-30-07 \TF OF CAo F' MAIRKI I P D 109-70 ELEV. 27.941 (NGVD29) ' .... .... --.... ... .... ..... _....-.....,... _. .. MARK 43..8 C43880 LI LMD LOCATION SIGNATURE DRAWN BY 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF CHECK BY MADISON ST. AND 18' SOUTH OF AVENUE 50. JAD PRODUCT 2 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.) 55' CITY OF LA QUINTA, CALIFORNIA SHEA HOMES TRILOGY - TRACT NO. 30023-7 SEQUENCE - 16D-3 - LOTS 25-27 AND 134 PRECISE GRADING PLAN BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34. T.6S.. R.7E.. S.B.1, antcl 2 m OF "2 2 0 a SHEETS