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MUP 2007-940FWANCK • RWAMA Coad / oZ • City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. 1Q1 q D Date Recvd. l 15D Fee: (0-1� —0 Related Apps.: Logged in by: APPLICATION FOR MINOR USE PERMIT APP. D cr ( n� MINOR USE PERMIT applications are reviewed and approved by the Commu D�� t Dirt pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to en re tha'CW'99e"S'4��equir the permit do not have an adverse impact on surrounding properties, residents, or bu nesse ,, f APPLICANT._ PL�/ wt/ (PrirW MAILING ADDRESS U-)&6 Phone No.(—,I lQU) o S --,-> CITY, STATE, ZIP: 1 �� Q�j 11�-- , C— Pr U1 a� `� 3 Fax No.(--I1pb) C& q PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: ` �Ql��-1lQ �\1A 12- �oI 1Jt C �0-0t1i "r PROPOSED USE AND/OR CONSTRUCTION (Including operational information): i(attach shctls if need4 LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): �T(`( � ' 311 `)Z3 7 A I Minor Use Permit SUBMISSION REQUIREMENO ❑ 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`V2" 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. LL-) NAME OF APPLICANT_CJ.DEL (Please Print) SIGNATURE OF APPLICAN `' DATE-15 NAME OF PROPERTY OWNER la�1 e S (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 SRALL BE GROUNDS FOR DENYING APPLICATION: A I Minor Use Permit June 27, 2007 • TUT 4 ^ePQ" itr Ms. Gravielita Nieto �� Shea Homes ll Co 60-946 Desert Rose Dr. �r La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-940 TRILOGY, TRACT 30023-7, PHASE 1813-2, LOTS 48,49 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-940 allowing the construction of a casita at the following location is hereby approved: Lot 48: 81-829 Rustic Canyon Drive Lot 49: 81-841 Rustic Canyon Drive You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for the homes address. It must be signed by the owners in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, ERIC CEJA Assistant P nner c. Building and Safety Department P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 ELWIN,, • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 • COVENANT AND AGREEMENT RESTRICTING THE USE OFTHE RESIDENCE AT 81-829 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 27th day of June, 2007 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 48, 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. 2007-940); 2. No kitchen or cooking facilities provisions of Chapter 9.30.030 of the La Quinta Municipal Code shall be constructed in the guest house per the (RL Zone District) and 9.60.110 (Guest Houses) 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta, a Municipal Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assign; fail to perform any obligation hereunder, they herel expenses incurred by the City of La Quinta in securing including attorney's fees. By: 1. 2. 3. Signature(s) Dated: LL9s Johnson Planning Manager City of La Quinta or successors in interest, shall y agree to pay all costs and performance of such obligation, Printed Name of all owner(s) /z9 o7 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 -& %-d , be re me, , Notary Public, personally appeared personally known to me or proved to me on the basis of Wisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature of the Notary Public PAMELA S. NIETO. COMMIUlon 0 1723211 Notary i' *k • Calnornla L61 -1i Rlverold* County *CorrYn. E'"WNW. 2011 • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-841 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 27th day of June, 2007 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 49, 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. 2007-940); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest .Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise • • released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta; a Municipal Corporation. The City shall have the right to enforce ' each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Printed Name of all owner(s) Les ohnson Date Planning Manager City of La Quinta 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 Z -D r% , be r me,L'L,Notary Public, personally appeared personally known to me or proved to me on the basis of sfactory evidence to be the person(s) whose name(s) is/are subscribed xo the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature of the Notary Public PAMELA S. NIETO r0',C0MmW1on*172'211 Notary PublIC - Callfomla Rroenlde County p VC*m,b"wFeb2,2011 Garage Ext. 4 ft. Ext. - 83 sf. 4 ft. Ext. - 103 sf. 4 ft. Ext. - 103 sf. 4 ft. Ext. - 88 sf. 4 ft. Ext. - 88 sf. Patio Ext. Patio Ext. - 315 sf To CLQ on 6/15/07 Total Livable SF. 1,847 1,773 1,749 1,773 1,943 1,943 11,028 Trilogy at La Quinta Construction Phase 1882 Seq. # Lot # Address E elan on Oriente Driveway Casita Bay Window 1 73 81868 Rustic Canyon Drive 5505C Left Left No Box Bay @ MBR - 26 sf. 2 45 81805 Rustic Canyon Drive 4515C Right Right No Bay @ Nook - 24 sf. 3 46 81817 Rustic Canyon Drive 4515A Left Left No 4 47 81829 Rustic Canyon Drive 4515C Right Right No Bay @ Nook - 24 sf. 5 48 81829 Rustic Canyon Drive 45208 Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. 6 49 81841 Rustic Canyon Drive 4520C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. metal Garage Ext. 4 ft. Ext. - 83 sf. 4 ft. Ext. - 103 sf. 4 ft. Ext. - 103 sf. 4 ft. Ext. - 88 sf. 4 ft. Ext. - 88 sf. Patio Ext. Patio Ext. - 315 sf To CLQ on 6/15/07 Total Livable SF. 1,847 1,773 1,749 1,773 1,943 1,943 11,028 - - - - - - - - - - - - - - - SIDES AND REAR ELEVATIONS 9520-8 FRONT ELEVATION 9520-B WITH GASITA OPTION .WITH GASITA OPTION """"" OPT. CASITAS 9520-E (OPTION 1 q&2-4520) • ------------------------ SQ. FOOTAGE--_� CASITA 255 I cnsrte;a-�_/� t I !/ J----- TkA i � I �---______-_- -� I �I OPT. CASITAS 9520-E (OPTION 1 q&2-4520) • ------ ----------------- SIDES AND REAR ELEVATIONS 4520-C FRONT ELEVATION 4520-C WITH GASITA OPTION WITH GASITA SQ. FOOTAGE GASITA 255' OPT. CASITAS 4520-C (OPTION 4 qt -4520) �..�.a • • RIM r CITY OF LA QUINTA CITY/COUNTY LIMIT LINE 61 St Ave. I 64th AVENUE VICINITY MAP NTS �o P-Vxx 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 CB CATCH BASIN PROP. PROPOSED C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT C/G CURB AND GUTTER PVMT PAVEMENT EC END CURVE R/W RIGHT-OF-WAY ECR END CURB RETURN STA STATION ELEV ELEVATION S.D. STORM DRAIN EP EDGE OF PAVEMENT S/W SIDE WALK EX. EXISTING TC TOP OF CURB HP HIGH POINT TG TOP OF GRATE FF FINISHED FLOOR TP TOP OF PAVEMENT FG FINISHED GRADE TS TOP OF STEPS FH FIRE HYDRANT TW TOP OF WALL FL FLOWLINE TYP TYPICAL FS FINISHED SURFACE TF TOP OF FOOTING GB GRADE BREAK TRW TOP OF RETAINING WALL GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE INV INVERT CONSTRUCTION NOTES O CONSTRUCT 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. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED :ING PER DETAIL ON SHEET 3. FOR PERMIT PURPOSES ONLY LEGEND CITY OF LA QUINTA, CALIFORNIA CITY/COUNTY LIMIT LINE - -- RIGHT-OF-WAY PER LOT - CENTERLINE - — — — PUBLIC UTILITY EASEMENT MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS WEDGE CURB AND GUTTER NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY — PROPOSED SWALE FLOWLINE DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES PROPOSED EXTENDED FOOTING ©y z 0 PROPOSED GARDEN WALL (760) 398-2561 SEE LANDSCAPE PLANS FOR DETAILS - EXISTING GARDEN WALL ELECTRIC IMPERIAL IRRIGATION DISTRICT EXISTING GARDEN/RETAINING WALL THE GAS COMPANY (760) 323-1851 EXISTING RETAINING WALL (760) 323-1231 EXISTING KNEE WALL (760) 340-1312 EXT. 281 PROPOSED AIR CONDITIONING UNIT -- vr-- - WATER MAIN — s - - SEWER MAIN PG 98 FIRE HYDRANT STREET LIGHT ® WATER METER Q ELECTRIC JUNCTION BOX RANSFORMER D VAULT QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 43 LF 4,977 SF —6 EA -508 SF —13 LF —32 LF TOTAL CUT (RAW): 450 CY CITY OF LA QUINTA, CALIFORNIA TOTAL FILL (RAW): 450 CY DRAWN BY THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. LOT NO. 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 PG 97 EKW{STaaq TRACT ;'Ij�® 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 ZFAISEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 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. 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. DigiSafely DIG ALERT DIAL TOLL FREE 1-600-227-2600 AT LEAST TWO DAYS o BEFORE YOU DIG ,4 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED 7DATE PROPOSED 4" CONCRETE DWY / SLAB PROPOSED 6" CONCRETE DWY / SLAB CONSTRUCTION PHASE 1813-2 LOTS 45-49 AND 73 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 92263 (760) 777-6000 OT NO G9 8i \ G89 G8 :(G8 99 PG 101 LOT N0. LOT 9 RG 897 G 89 PG 102 PG 100 LOT NO. O ILOT NC RG 839 Z LOT NO OT NO LOT NOPG 87( PG 128 LOT NO. RG 87 G 873LOT NO RG 871PG 75 RG 877 OT NO G 87 PG 80 OT N0. PG 78 PG 76 PG 82 G 87 G 874 PG 77 u um TRACT 30023_7 > PG 81,mwwmfw 47A.3 PG 79 ��� _�r �®® E a We me LOT N0. lrR,% 3 023-7 Ravi' 0023 RG 838 SEQUt✓oaC it 0-3 F-auE E 1719 `G 129 RUSTIC CANYON DRIVE LOT LOT NO LOT N0. RG 83� G 83 OT NO RG 828 LOT NC LOT NO. PG 39 LOT NO PG 41 ?�i G 82 PG 43 PG 44RG � RG 3 RG 83 IPG 42 - PG J8 PG 40 Eros a® 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 PIANS BY MSA CONSULTING, INC. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved LOT NO. RG 898 PG 103 I\07 50023- V OT N IG 861 6 LOT NO. 'G 74 RG 868 PG 73 F ILOT N OT NO )T NO. LOT NO G 82 G 820 LOT NO. RG 82 OT NO PG 51 a 826 OT NO PG 49 G 82 �RG 819 G 45 GT 825 PG 47 G 823 G 50 PG 52 PG 46 PG 48 ��� 'S 3002 1f 43 � oy 100, 200' 300' 400 . '°� 0• PROVED FOR PERMITTING A HARTUNG DATE ILDING & SAFETY DIRECTOR Y OF LA QUINTA SHEAT 2 - / 42r HE E T 2 MEN 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)+5001 QROFESS/p4�,` yQ�v p. DE (4 A09 F2�i w C43880 m CC Exp. 6-30-07 m O qrF OF CA\.\"OQ BENCH P D, 109-70 ELEV. 27.941 (NGVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. MARK C43880 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. PLANNING & ZONING COMPLIANCE OVED AND RECOMMENDED APPROVAL BY: GLAS R. EVANS DATE KURT M. SAXON DATE MUNITY DEVELOPMENT DIRECTOR RCE 44180 I:XP. DATE 6/30/07 OF LA QUINTA SAXON ENGINEERING SERVICES GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED 10 ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING RAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS 1,EPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE ")B SITE CONDITION DURING THE COURSE OF CONSTRUCT' ' OF THIS PROJECT, INCLUDING THE SAFE iF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLI 'ONTINUOUSLY AND IS NOT LIMITED TO NC,.,MAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO Dr -FEND, 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 AN) AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAIL`.;. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AID 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 114SPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. NUISANCE WATER DISCLAIMER NOTE - EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HERRN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDIT1014S BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. DESIGN BY CITY OF LA QUINTA, CALIFORNIA SHEET DRAWN BY LOT N0. � LOT NO. RG 841 CHE�KDBY PRECISE GRADING PLANS - COVER SHEET 3 Q RG 892 PG 126 SHEETS GT 879 PG 84 PG 97 EKW{STaaq TRACT ;'Ij�® LOT N0. 8EQUENCE RG 840 > LOT NO. LOT NO, PG 127 Z RG 878 RG 893 — _< PG 83 PG 98 OT NO G9 8i \ G89 G8 :(G8 99 PG 101 LOT N0. LOT 9 RG 897 G 89 PG 102 PG 100 LOT NO. O ILOT NC RG 839 Z LOT NO OT NO LOT NOPG 87( PG 128 LOT NO. RG 87 G 873LOT NO RG 871PG 75 RG 877 OT NO G 87 PG 80 OT N0. PG 78 PG 76 PG 82 G 87 G 874 PG 77 u um TRACT 30023_7 > PG 81,mwwmfw 47A.3 PG 79 ��� _�r �®® E a We me LOT N0. lrR,% 3 023-7 Ravi' 0023 RG 838 SEQUt✓oaC it 0-3 F-auE E 1719 `G 129 RUSTIC CANYON DRIVE LOT LOT NO LOT N0. RG 83� G 83 OT NO RG 828 LOT NC LOT NO. PG 39 LOT NO PG 41 ?�i G 82 PG 43 PG 44RG � RG 3 RG 83 IPG 42 - PG J8 PG 40 Eros a® 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 PIANS BY MSA CONSULTING, INC. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved LOT NO. RG 898 PG 103 I\07 50023- V OT N IG 861 6 LOT NO. 'G 74 RG 868 PG 73 F ILOT N OT NO )T NO. LOT NO G 82 G 820 LOT NO. RG 82 OT NO PG 51 a 826 OT NO PG 49 G 82 �RG 819 G 45 GT 825 PG 47 G 823 G 50 PG 52 PG 46 PG 48 ��� 'S 3002 1f 43 � oy 100, 200' 300' 400 . '°� 0• PROVED FOR PERMITTING A HARTUNG DATE ILDING & SAFETY DIRECTOR Y OF LA QUINTA SHEAT 2 - / 42r HE E T 2 MEN 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)+5001 QROFESS/p4�,` yQ�v p. DE (4 A09 F2�i w C43880 m CC Exp. 6-30-07 m O qrF OF CA\.\"OQ BENCH P D, 109-70 ELEV. 27.941 (NGVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. MARK C43880 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. PLANNING & ZONING COMPLIANCE OVED AND RECOMMENDED APPROVAL BY: GLAS R. EVANS DATE KURT M. SAXON DATE MUNITY DEVELOPMENT DIRECTOR RCE 44180 I:XP. DATE 6/30/07 OF LA QUINTA SAXON ENGINEERING SERVICES GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED 10 ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING RAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS 1,EPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE ")B SITE CONDITION DURING THE COURSE OF CONSTRUCT' ' OF THIS PROJECT, INCLUDING THE SAFE iF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLI 'ONTINUOUSLY AND IS NOT LIMITED TO NC,.,MAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO Dr -FEND, 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 AN) AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAIL`.;. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AID 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 114SPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. NUISANCE WATER DISCLAIMER NOTE - EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HERRN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDIT1014S BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. DESIGN BY CITY OF LA QUINTA, CALIFORNIA SHEET DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 N co SEQUENCE 18E-2 - LOTS 45-49 AND 73 of o CHE�KDBY PRECISE GRADING PLANS - COVER SHEET 3 Q JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS TRACT 30023-7 23-7 C MS70 O SC QUEHCC 170-2 EHCE EXISTI N BLOCK WAL 4M �.U.x, MM y�`� R QC T n�3n0n 0 13 - 7 l � GUEST HOUSES/CASITAS AS SHOWN WERE SUBMITTED FOR APPROVAL UNDER A MINOR USE PERMIT 2007 - REVISIONS TW r(432.50) TF 425.16) 0 o0 TW 432.50 1 00 Q TF 425.83 o � & SAFETY STANDARDS, 5505 ti O � PLAN AND PEFMIT. 6 FL -GB PRODUCT 2 Lq 50 426.60 FF=426.80 90 �- PE -426.2 FF=426.80 FL -INV B l 5 � o m"wxA I� FOOTING PER DETAIL ON SHEET 3. EXISTING BLOCK WALL (TYP. ) EXISTING BLOCK KNEE WALL (TYP.) lim PROVED FOR PERMITTING DM HARTUNG DATE UILDING & SAFETY DIRECTOR ITY OF LA QUINTA MACY MOM-? 103 TW 432.80 -n TRW 426. O G FF -427.80 TF (4 4.13) N W PE2 TW 432.80 �432.80 FG 427.2 TF 425.46 TF (425.46) 1 ?6.2 75.32' T rw (A1) 13 0.50 ;o F4290<-J,c s� P o 49R 44 00 0� A oa q EXISTING BLOCK WALL (TYP.) ^ion 5' 74 FF=427.8 PE -427.2 W CL Lo btNUH PREPARED UNDER THE DIRECT SUPERVISION OF MARK P.D. 109-70 ELEV. 27.941 (NAVD29 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. NT PATO 771/ 42 2 I+ F W6.60 1 TF 'F _ RIGHT-OF-WAY & SAFETY STANDARDS, 5505 ti BY OTHERS UNDER SEPARATE PLAN AND PEFMIT. 6 FL -GB PRODUCT 2 0=0.16' L=32' 426.60 PLAN 1C 425.64 FS FF=426.80 FL -INV B l 5 w pE -426.2 " ti nTW 432.13 I-% W 432.13 F 424.80 GF=426.20 4' GARAGE 7606 >G' ti 41 18.5 o� TF 42�vl NOTES TF O FL -GB o RIGHT-OF-WAY & SAFETY STANDARDS, AND STRUCTURAL ENC INEERS DESIGN 424.11 BY OTHERS UNDER SEPARATE PLAN AND PEFMIT. O2 FL -GB P.C.C. DWY / SLAB. O3 TRW 424.80 FG TF (423 46) �I 423127 INSTALL 4" PVC DRAIN PIPE. 62.15'koilop- TC 424.55 C 424.16 TC 423.83 TC 423.15 424.70 - 2� �L �� 421.99 RUNIC CANYON DRIVE PIG 9+00 421 - -s - - s- - -s T TC 423.93 r TC 422.48 nn nn nn nn RZG� C 'r 000 02113- 7 2 IruVURF SLEW CE 110 0-19 Q OOFESS/D,ygl p„ DE t4 �o Fti CO Lu C43880 m a: Exp. 6-30-07 cp � OF CA��FO R.C.E. NO. DESIGN BY C43880 LMD DRAWN BY DATE LMD CHECK BY JAD -sI_IMUS TAUIL1 DOUGLAS R. EVANS COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA t POE 4' -1- - I - 40+00 421.03 s- DATE OVED AND RECOMMENDED APPROVAL BY: M. SAXON DATE 44180 EXP. DATE 6/30/07 N ENGINEERING SERVICES CONSTRUCTION NOTES O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING RIGHT-OF-WAY & SAFETY STANDARDS, AND STRUCTURAL ENC INEERS DESIGN - - - - BY OTHERS UNDER SEPARATE PLAN AND PEFMIT. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O5 INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. LEGEND CITY/COUNTY LIMIT LINE -- - RIGHT-OF-WAY - - CENTERLINE - - - - PUBLIC UTILITY E/6EMENT WEDGE CURB AND GUTTER E- PROPOSED SWALE FLOWLINE PROPOSED EXTENDED FOOTING (D PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL =s= -rte r EXISTING GARDEN/RETAINING WALL s ra �•=_ EXISTING RETAINING WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - w- - WATER MAIN - s- - SEWER MAIN FIRE HYDRANT STREET LIGHT ® WATER METER Q ELECTRIC JUNCTION BOX RANSFORMER Vp• O2 PROPOSED 4" COVCRETE DWY / SLAB ®� PROPOSED 6" COgCREfE DWY / SLAB TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 18B-2 - LOTS 45-49 AND 73 PRECISE GRADING PLAN BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E.,_S.B.M SHEET g 2 OF 3 Q SHEETS FOR PERMITTING PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED FOR APPROVAL BY: PROPERTY LINE TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE PROPERTY BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 LINE CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES TW SEE PLAN)F���� SIDE YARD .c§ CONSTRUCTION NOTES 5' MIN. BLOCK WALL Q I O7 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILD114G & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESICN 3' MIN. 2' MIN PAD `t I BY OTHERS UNDER SEPARATE PLAN AND PERMIT. GOLF COURSE O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. \i\\i\\i\i\\ ( \\i\\i\\i\\i\\i\\j/i\\\ z ,yak INSTALL 4" PVC S.D. Vq PLLINE IF NECESSARY O3 PROVIDE DRAINAGE SWALE OPENING PER D;\� SEE PLAN \\,\\/, / 5'N. CONSTRUCT 6" THICK P.C.C. DWY APPROACH. /RO. TO CONSTRUCT me F�j/` B.O.C. STOOP/PATIO j / 2 MIN 3' MIN. O INSTALL 4" PVC DRAIN PIPE. PL Z SWALE FLOWLINE /�\ \ \// 1' BENCH / ©CONSTRUCT EXTENDED FOOTING PER DETAIL HEREON. � OMIT ONE BLOCK AT AT WALL \'�\' '� �- PE OR FG N FL FLOWLINE OF PROPOSED 10'-15' PUE ( (SEE PLAN) FF 2 SWALE TO PROVIDE OUTLET WALL FOOTING FL FF o 0 1% 0\N I FOR YARD DRAINAGE SECTION C -C (SEE PLAN) 2% MIN 4 -5 SIDEWALK \\ MAX 2% TO 20� --- - ----i —1-- TYPICAL SIDE YARD EXISTING GOLF COURSE KNEE WALL (SEE PLAN) \ ... ; =i 11 i l i NTS I FG A I I I 1=1I 1— I I—I WALL OPENING DETAIL (SEE PLAN) �� Z \•%/%% ` :f I=III III=III=III=III=III=1I —III NTS WALL PER ORCO GOLF LOT I \. WALL SYSTEM SITE WALL DETAIL \ ` \\ \` FS 1 III \/\ \%\ \ ;� SEE PLAN P/L o FS 2= FS 2= .., TO 0.343 5 ® TO 0.33' FS 1 J'FS 1-0.2 a FS 1-0.2 2 WEDGE CURB SEE PLAN -4 2% 1 % 2% EX. KNEE WALL 2% s GARAGE STOOP CONCRETE LANDING EX. KNEE WALL C r-> D C�� �� �`,\\, �,\, \,\\,�\\\�`/\/\/\�/: W/ SWALE CONDITION ���� cl'� Q� SECTION F -F INSTALL 4" PVC S.D. NTS a�/ �� �, NTS LINE O ® 1% IF �� NECESSARY TO CONSTRUCT STOOP/PATIO 2 0 ��� f SECTION E -E 2 FF2`IN� FF 2% MIN. ' • III—III=1 I I-III-� i t . I I—I I—�°+ p. 11= III=111=1 I I-1 I I-1 EX. WALL FOOTING OMIT ONE BLOCK ATF E OFY OMIT ONE OCK AT FL VARIES PROPOSED SWALE TO FPROVIDE OUTLET FOOTINGL GARAGE STOOP PATIO LOWLINE OF D EX, AL PROPOSED SWALE TO PROVIDE OUTLET (SEE PLAN) FL VARIES EXISTING SACK YARD KNEE(SEE PLAN) PLAN CONCRETE LANDINGS EXISTING SACK YARD KNEE NTS WALL OPENING DETAIL •A• WALL OPENING DETAIL 'B• 4• THICK P.C.C. GARAGE NTS NTS STOMPATIO SLAB DETAIL NTS PROPERTY LINE , PROPERTY 5' MIN. I i I 5' MIN. LINE P/LI 45 45' 45' 45' 45'' 3' MIN. 2' MIN 2' MIN 3' MIN. ���� SEE PLAN TW 2' BENCH ® r® --AZT HOUSE OR PATIO �TM vA(p "10 Ba 1: C1Y )335 r 7335 (SEE PLAN) MINIMUM 20 ONE BLOCK 5505 VARIES -SEE PLAN OPENING 4520 4520 PE OR FG PAD ELEV PE OR FG H PRODUCT 1 FLAN 1C I 4515 4515 4515 PRODUCT 1 PRODUCT 1 PRODUCT 2 (SEE PLAN) (SEE PLAN) FF ADJACENT I PLAN 3B PLAN 3C FF ° (SEE FL PLAN 1A PRODUCT 1 PRODUCT 1 FL PLAN iC PLAN 1C 2% TO 20% /\ 3. ' . / /� /i `� SEE PLAN i, / FG vl /�A..vA�A�yA,A cq 29; TO 20q % \\ ��\/\i� / / FF 2% MIN. (SEE PLAN FG o '\ \\ \ \ / / (SEE PLAN) ) (SEE PLAN) TF \\ \.\\� EX. GOLF COURSE n FL -HP ° MP 2�1 MSN / ' I \ 1� X FUTURE EARTHEN LOT SEE PLAN \ \\, LL LF 0.30' . 1% MIN. 1 q_° MIN. (SEE PLAN) 21 \,� \� MAX DRAINAGE SWALE 0.5% MIN MIN. F / o� 2:1 MAX / �/ �, i / •°�< GARAGE \\��\\/�\��/ /�� //,. �/ . /i /i/�/\\//\ �/ j \ ,�` j . •\\ \ \� \\,\\i\ i\// //\ . \ RE606 / / \� -`� \ 2:1 MAX,\� \\/� /\\�\ \ \\' GARAGE GARAGE GARAGE ssz i7954GARAGE \ 7 GARAGE SECTION B -13I GRADE AS NECESSARY INTO EXISTINGGOLF T f J60 SECTION A -A TYPICAL REAR YARD GARDEN BLOCK WALL SECTION D -D DRAINAGOE. URSE SHEAH OMEESIDFIELD POSITIVE TYPICAL GARDEN WALL SIDE YARD DETAIL NTS EXISTING GOLF COURSE KNEE WALL SUPERINTENDENT TO SUPERVISE. NTS NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL P/L, P/L, S R&W R&W PRODUCT 1 PRODUCT 2 B.O.C.B.O.C. 3 10' P.U.E. 37' 10' P.U.E. NOTE: 4' 18.5' 18.5' 4' THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL O __?,• SIDEWALK SIDEWALK _ PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY c c li lel �i' 2% TO 3:12% 21-M FF PER GRADING PLAN DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S 29 2% 2� 2 % TO 3:1 () PLANS FOR FURTHER DETAILS.) c7 PE (PER GRADING PLAN) m m Z N C L OF z / (PRIVATE STREET) 10- 00-0, 2q SWALE LL_TYPICAL NON -LOOP STREET SECTION o o 0 tog M x c TULARE LANE I 2oq 0 �YN - NTS w o o Mq. N P/L, iw - - coLO RaW R&W opo FL PER GRADING PLAN m CID 15' P.U.E. B.O.C. 37, B.O.C. 15' P.U.E. / L m 2 5' SIDEWALK 18.5' 18.5'5' SIDEWALK P� r 3' MIN 6 �I 2% T 0 3.1 2% MAX. g% MAX. 2% TO 3:1 2 �- EXTENDED FOOTING DETAIL 0 --1 iio - = .. ill NTS O rr" _ 2% 2� 6 RlI-II-II II IE11=ll1�1 Iil��i�I R - q I III�II� - - SII II -II -I I F=1 - SII II -1 „ a r I�EI11=911�I�IE11 ui �" lI� q� ATEIf I_ frG r "�rl� i ISI -_ TSI I i1G' "' C � (PRIVATE STREET) � Q QRo-Ess/oNq` TYPICAL LOOP STREET SECTIONS CO a p DE C4 T�9 I*,�i S DigjAlert RUSTIC CANYON DRIVE —cc C43880 =' cc NTS Exp. 6-30-07 2 DIAL TOLL FREE >L NOTES 1- ®0®22726®® SEE WALL PLANS FOR ALL TW, FG, DRAINAGE © Copyright 2007 N'9 V � - �`� AT LEAST TWO DAYS DETAILS AND TF GRADES FOR EXISTING WALLS. MSA Consulting, Inc. �F CFAL \F' 0 All Rights Reserved Ca BEFORE YOU DIG o MIN REVISIONS APPROVED DATE BENCH P.D. 109.70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY CITY OF LA QUINTA, CALIFORNIA A 1 IFORN� A SHEET c N0 MSA CONSULTING, INC. MARK LMD CITY r 'V /'1y \J/'1L®i VfIIV li N PLANNING ■CIVIL ENGINEERING LAND SURVEYING DRAWN BYOD C43880 TRILOGY AT LA QUINTA - TRACT NO. 30023-7 of LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE LO WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE L 34200 BOB HOPE DRIVE a RANCHO MIRAGE m CA 92270 FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE SEQUENCE 186-2 -LOTS 45-49 AND 73 o 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY DETAIL SHEET U TELEPHONE (760) 320-98ll FAX (760) 323-7893 OF AVENUE 50. JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS <