Loading...
MUP 2007-921code r La Quinta nity Development Department Calle Tampico ita, California 92253 77-7125 FAX: (760) 777-1233 0F41 C `f,Y Alo. ` Date ReW -1 Fee: Related Apps.: Logged in by: ON FOR MINOR USE PERMIT APPROVAL MIrk0R-- SE 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 G&b6-9-' N Z (Print) nn,,� MAILING ADDRESS �� ( 1 O Il-bW Phone No. (0O) -7l -1 -U b-2 CITY, STATE, ZIP: �, Q �(n , C- Pr q -�) 3 Fax No.(I l ) 1-11 — �'o-q q PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: �C _ 5 .. se, � � < rnvc. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): SCS (A e-n+� a, Cis - A -r— i (attach sheets if neederll LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): �) �Aase- 01 ( C)-�0 ' \ 1--� A18\Minor Use Permit 1/ L - SUBMISSION REQUIREMENTS: ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 11" sheet or folded down to 8'/z" x I 1". O 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 \ (Please Print) SIGNATURE OF APPLICANTDATE NAME OF PROPERTY OWNER 1.1�l e 5 (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: -DATE (Signature provides consent for applicant to use site for proposed activity): DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS, APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION: A I8\Minor Use Permit f April 25, 2007 0 0 Ms. Gabbie Nieto > Shea Homes 60-946 Desert Rose Avenue La Quinta, CA 92253 COPY SUBJECT: MINOR USE PERMIT 2007-921 CASITA: 61-550 TULARE LANE Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-921 allowing the construction of a casita/guesthouse at 61-550 Tulare Lane, 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) 777-7125. Sincerely, JAY AVsist nt Planner c. Building and Safety Department P.O. Box 1501 • LA Q1 iNTA, CALIFORNIA 92247-1504 78-495 CALLe TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 q:;6� RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-946 Desert Rose Avenue La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-550 TULARE LANE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 25th day of April 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 117, 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. 2007-921); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of'Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta, a Municipal Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance_ of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Les Jr hnson Planning Manager City of La Quinta Printed Name of all owner(s) S 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 Ll -C� 5 =0 Pe , before me, Personally appeared —ELQ b ' personally known to me or proved to me on the basis of sa ' actory 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, 60�� 0 0� Signature of the Notary Public CoMdulon # 1723211 '9 Notary PuWe - C01I1o►n10 L-491-1 - - - - -1-1.1 Qftv18W* County NMC0ffMEtwhpZ.2011 r Trilogy at La Quinta Construction Phase 17D1 q. # Lot # Address Plan & Elevation Garage Orient. Driveway Casita BWindow Garage Ext. ay Patio Ext. Total Livable SF. 1 118 61545 Toro Canyon Way 6430C Left Left Patio Ext. - 108 sf. 2,769 2 117 61550 Tulare Lane 6420C Left Left Yes - 255 sf. Box Bay @MBR - 26 sf. & 2,781 Bay @ Nook - 23 sf. 3 116 61564 Tulare Lane 5500B Right Right Exercise . - 149 sf. Bay @ MBR - 63 sf. 4 ft. Ext. - 83 sf. 2,599 4 115 61578 Tulare Lane 5500A Left Left Exercise Rm - Bay @ MBR - 63 sf. 2,599 149 sf. 5 114 61592 Tulare Lane 4520B Right g Right g Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,711 Bay @ Nook - 23 sf. Total 12,459 To CLQ on 4/20/07 REAR 6420-C RIGHT 6420-C LEFT 6420-C FRONT 6420-C SQ. FOOTAGE CASITA 155 FLOOR PLAN 6420-C E CITY OF LA QUINTA LIMIT LINE LEGEND j CONSTRUCTION NOTES QUANTITY ESTIMATE OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. 65 LF 20 vi 6,145 -----®®---- CITY/COUNTY LIMIT LINE O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 6 EA ® ' cr 335 SF (EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR PROJECT NOTE - SEPARATE PERMITS FROM THE Q EXTENDED FOOTING SITE REQUIRED FOR ALL WALLS. 61st Ave. cc R/W EXISTING RIGHT-OF-WAY LL - - EXISTING CENTERLINE y 1zc�k. ri -f nLd^ - - EXISTING PUBLIC UTILITY EASEMENT p PROPOSED SWALE FLOWLINE ¢ _ _ = - EXISTING WEDGE CURB AND GUTTER Z _ - 0 COUNTY OF RIVERSIDE O PROPLANDSCAPE GARDEN LFOR SEE PLANSDETAILS 64th AVENUE EXISTING GARDEN WALL PROPOSED AIR CONDITIONING UNIT - -W- - - EXISTING WATER MAIN VICINITY MAP -s- - - EXISTING SEWER MAIN NTS ti -IRR- EXISTING IRRIGATION LINE ABBREVIATIONS OR'C EXISTING FIRE HYDRANT BC BEGIN CURVE NTS NOT TO SCALE EXISTING STREET LIGHT BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE ® EXISTING WATER METER BCR BEGIN CURB RETURN PE PAD ELEVATION BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER Q EXISTING ELECTRIC JUNCTION BOX BS BOTTOM OF STEPS P/L PROPERTY LINE CB CATCH BASIN PROP. PROPOSED EXISTING TRANSFORMER C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT C/G CURB AND GUTTER PVMT PAVEMENT EC ENO CURVE R/W RIGHT-OF-WAY ED EXISTING VAULT ECR END CURB RETURN STA STATION ELEV EP ELEVATION EDGE OF PAVEMENT S.D. S/W STORM DRAIN SIDE WALK 2 O[ 4" CONCRETE DWY SLAB / EX. HP EXISTING HIGH POINT TC TG TOP OF CURB TOP OF GRATE 4 OIL "�.Ls� Q 6" CONCRETE DWY SLAB / 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 QUANTITY ESTIMATE OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY 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. 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 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 vVAS 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. /, i ��!/tom • • UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED I DATE NOTE: _N THE CITY OF QUINTA,• OF w !CALIFORNIA _�FH�AA CT NOR 30023�7' CONSTRUCTION PRASE 17D-1 LOTS 114-118 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 -ALT 1 _- "^427 -_-i 42 LOT NO. RG 850 PG 117 LOT NO. RG 849 PG 118 LOT NO. RG 848 PG 119 PLANNING AREA: 25 BY OTHERS UNDER SEPARATE PERMIT. 65 LF 20 CONSTRUCT 4" THICK P.C.C. DWY/SLAB. 6,145 SF O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 6 EA ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 335 SF EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY 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. 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 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 vVAS 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. /, i ��!/tom • • UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED I DATE NOTE: _N THE CITY OF QUINTA,• OF w !CALIFORNIA _�FH�AA CT NOR 30023�7' CONSTRUCTION PRASE 17D-1 LOTS 114-118 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 -ALT 1 _- "^427 -_-i 42 LOT NO. RG 850 PG 117 LOT NO. RG 849 PG 118 LOT NO. RG 848 PG 119 PLANNING AREA: 25 8z0m01z 9a® ASSESSOR'S PARCEL NO. 764-270-018 THOMAS BROTHERS GUIDE: LOT NO" RG 886 RIVERSIDE COUNTY 2002 PG 91 PAGE 5590, GRID E2 FEMA ZONE D PER PANEL 050245 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. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved .MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING i LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 ® FAx (760) 323-7893 LOT N0. I LOT N0. LOT RG 851 RG 852 RG PG 116 PG 115 PG LOT NO. RG 885 PG 90 113 NOILOT N0. LOT NOJL01 355 RG 856 RG 857 RG 112 PG 111 PG 110 PG TULARE LANE F6pTURE LOT NO. TRA04 30023-7 8z0m01z 9a® RG 887 PG 92 LOT NO" RG 886 / PG 91 ct LOT NO. lik) ve RG 884 NO. 4%05 ® PG 89 847%,0�� % 122 ya���2� 0 LOT NO. 0 RG 883 LOT NO. ? ' 86 9 PG 88 PG 121 2� LOT NO. OT NO. O RG 882 \RG 845 2 PG 87 PG 12 OT N0. OT NO. \\\\ RG 844 RG 881 PG 12 �- PG SHEET INDEX MAP 0 00 00 00 0 ff LOT NO. RG 891 PG 96 ilff- Al c LOT NO. RG 892 PG 96 LOT N0. RG 893 PG 96 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST HWE QUARTER OF SECTION 34, TAKEN ASN 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' ,//Q�\OPESS/O�yA! co 91 cs � mm m w C43880 m c Exp. 6-30-07 m 9 T 0 F 0 O F F L bCIVGri P.D. 109-70 ELEV. 27941 (NAVD29 PHEPAHED UNDER THE DIRECT SUPERVISION OF R.O.E. NO. DESIGN BY .. . . MARK C43880 DL8 SIGNATURE LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST DRAWN BY WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE DLS FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE CHECK BY 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. JAD FOR PERMITTING APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE )ING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY 'TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILRIES 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 ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS 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 SWRCS. 15. 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. 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 ASSOCIATE) WITH UPDATING THE PLANS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 17. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30. 2003. PREPARED BY: EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 760-345-1588. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 27. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 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. PlV I C I V VVIN 1 tMt\V 1 VtSl t\VVC7010111-1 I T VC 1 AIL. 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 ANDCOD CITY ES 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 SHALT_ OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. CITY OF LA QUINTA, CALIFORNIA TSHEETS TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 17D-1 - LOTS 114-118 OF PRECISE GRADING PLANS - COVER SHEET BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E.. S.B.M. OVED FOR PERMITTING PLANNING & ZONING COMPLIANCE PROVED AND RECOMMENDED - EXISTING WATER MAIN R APPROVAL BY: [SAXON HARTUNG DATE DOUGLAS R. EVANS DATE RT M. SAXON DATE )ING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR E 44180 EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA ENGINEERING SERVICES GRADE EXISTING GOLF COURSE AS NECESSARY TO PROVIDE EX. KNEE WALL OPENING POSITIVE DRAINAGE (0.50% MIN). d PER SEPARATE WALL PIAN EX. KNEE WALL OPENING (SEE DETAIL 'A') i PER SEPARATE WALL PLAN /01 (SEE DETAIL 'A') TW 431.07 TW 430.41 TW 430.41 TW 429.74 TW 429.74 TW 429.74 / -425 TF 429.07 TF 428.41 TF 428.41 TF 427.74 TF 427.74 TF 427.74 427 426.6 428.65 428.1 428.15 429.15 FG FL FG FL EXISTING BLOCK 1 FL X. K EE W L OPE G 9 TW 431.07 TW 431.07 5.60' 24 25 40.77 429 4 428 9 55.50 428 9 ER EP E W PLAN TW 431.07 S --TF F 429.07 59.26 429.9 429.4 F� / (74 SE DETA 'A') 4ZS0 - 5' sC O20 FG 3 FG 0p�° n �6j FG p99�° q 6 FG TF 427.74 101.93 430.1 429.9 0.58% I p' N 9 TW 430in..41 TW 434.41 FG FG `P TF 428.41 p C0 u 431.07 a TW 435.07 r TF 427.74 ry r .•� \;h 428.90 0.86% 0 429.70 TW 431.07 TW 435.74 TF 428.41 TF 427.74 428.49 429.18 N u ^ FL S 5 FL 429.80 TF 429.07 TF 428.41 3^ FL -GB FS c^� b0 FL -HP 429.44 430.14 - e v iaoz FL -GB / BAY 7302 428.94 60O ^n FL -GB u ary �xV/ TW 435.74 FL -GB FS 429.40 o BOX BAY ]}35 TF 428.41 FL FLBB 429.64 ° o� b 2 429.F5 428.41 / 600' $� 11 `e FS 4� 114 FL -GB EXISTING BLOCK G5 ��s z 430.30 Aid 5500 2 4z9.8s ° 5 4520 5'WALL (TYP) � o^ ary eo a�� �ryo'F a2s.s5 �+ RODUCT 2 5' �� a26.so FL ^ s 116 o `� o. FL -HP PRODUCT 1 0 2 o^F`' n 2 � PLAN A 000 c. 428.54 PLAN 3B 113 �a Vy 0 5500 FF=430.00 o FL 3 FF=429.50 o FF=429.2 �d o- o PE=429.4 a o o g P 429.60 PRODUCT 2 exERcisE d ? LD TW 435.07 PE -428.9 n PE -428.6 p/� /� D` (q .600. ' , O� 3 O ROOK (O E ROClA ` o a F 2 S FL 9+G I N TF 427.74 �` gi)' pi. !C� 0• Fy , D 04. o O? J9t0 d' \ / a`1' o� y0 430.50 a� 00% ' PLAN B , 429.30 428.60 Q ILii1J 428.49 G+ 7yy {,�, gyp• F� V ° h0 0 .+ o FF=430.50 429.60 429.10 FL FS FL -HP F �i -n i,+ PE -429.9 429.10 ct1' / &��qk�� 117 o F� c0 F 5' n o FL -HP FL -HP �. 429.17 \\ a aFL-HP 29.11 6420 ° ^F:� 429.67 FL -HP o. u1 429.17 ° FS428.60 O �h�^ HP0.17 10 1 TW 4 7.74 o FS FS ry r m s, TW 435.74 429.60 429.10 TF 427.74 HP Ns / °j• °` �` �,0 O TF 429.07 1 FL -HP 429.05 1 TW 434.40 °`�'VO• R PRODUCT 3 430.50 O .� rn t FL -HP 429.80 TF 427.73 N 430.30 TW 435.74FS PLAN 2C FS O g 429.99 o FS 1 TF 429.07 TW 435.74 1 FS 428.40 1� FL -HP bo FF=430.70 �Q� Ory FS n� I o TF 429.07 429.67 3 428.98 _ N GF=429. a0 N O PE=430.1 q�� 429. FL 3 GF=429.90 Lq o GARAGE FS 428.94 FL GB 2 430.16 2 GARAGE 428.86 GARAGE o 4' GARAGE J606 1N p Oy ,A I 4' GARTGE J606 429.00 2 FL -GB ITS 28. 0 0, ^ ^ 0 FS 429.35 9.49 FL HP b' 429.46 428.79 N a 429.62 FL -GB° rn 2> 49% FS v FS N TL - FS b `, �S,g \y q'� nj`o' O •\p <ror FS - 42' FS 429.44 b` � � 429.00 � 428.7 428.67 � 78 S ^� o 429.44 3 2 d° w /, h 1 TW FS o FL -GB 2.58% N h n __ FS FS - FSS v TF 429.07 \F ii QP o 29.73 s r, t 429.83 0 42 31 428. 1 427.95 427.75 7.64 - J FS n�• n FS 428. 8 ct 428.39 r FS -G FS -FL ° FS -FL FS -GB FS -FL to _ - FS2FL TC 28.73 j O 6i 430.51\ 0 ?� 428.76 FSBFL 71 FS 2 ' T 4 _ -hv"- O• o F - - 40.77 - - - 55.00' FS 29.80b ^O ps 1- 1-1- / X50. 0'--= _ - C 428.23 - ------ ---- TC 427.51 -- - - 3 429.87 FL 2 -.99' _ 1T ( ) TC 28.13 TC 4278-7 ° FL s �o TC 428.0 TC 428.31 TC 428.28 TC 427.67 TC 27.56 1 2 \c �8J•�p Nti��� 0$0 5 C 428.60 T 428.30 s- - - - s- - - s- -C - s - `� 2 FL -GB 9 F5 V,P TC 428.64 �s-� _ T_ULARG_ AIV yen 30.80 FS0.80 V� 1 32i; , p ° 430.4 > / / C 428.75 / - 11+00 I 12 0 - - EX. KNEE ALL OPENING l D FS FS 2 ° / s PER SEP, EA WALL PLAN 00 430.67 G� / TC 428;V;) "� TC 428.13 TC (427.91) (SEE DETII_ A , 118 FS ° 430.19 �/ �/� 43 rn---r--n+- \\ 429.20 - FL 6430 FS TC 428.90 S// - PRODUCT 3 FLS427.93Z-_--------- --- ---- ` - /r - ----- 00 ° ° O E op a 2.00% a / TC 97 / i' 36.61 33.67' - I 430.09 429.05 0 / \ 2.00 PLAN 3C ° FS FS -Fl - V) / / 437.46 - - FF=431.00>P PE -430.4 2.67% ° e ILJ hk�9;t�` "6�• 90 1°�% oaa 2 TW 436.41 '� ° D o ° 63% FS9•FL, o, I / T����' r�`i, �n <"O�A F Clt� 2g TF 429.74 9 TC 429.08 429.86 1.51% I L�' o FL-GB� 430.10 46.14' ai FL-HP�j�'' 1 TC 429.1 \ Oaf• I T 430.4 G��� 39. 3 429.92/ _ 1FL 1 / v0 FG Ty 436.41 ���\ \ I ;� ,^ ( 9 0 AO's FF -430.40 --Al EXISTING BLOCK G " / WALL (TYP) ""\ nn \\ T 429.32 , \ :-% FF•432.30 1 PE -429.8 LEGEND t 0' 20' 40' 60' 80' AM am mw rm" SCALE 1"=20' ®igjAlert ®DIAL TOLL FREE NOTE 1-800-227-2600 GUEST HOUSES/C MITTS AS SHOWN WERE SUBMITTED FOR APPAT LEAST TWO DAYS USE RPERMIT OVAL x2007 DER A MINOR BEFORE YOU DIG No. REVISIONS APPROVED DATE PE -431.7 �; TC ( 29.35 \ / 'rs 4 \ �..........o.� CITY/COUNTY LIMIT LINE �1 EXTENDED FOOTING R/w EXISTING RIGHT-OF-WAY 119 u \ ` 41 T 429.53 O 2 - EXISTING CENTERLINE H \ C �� � ,�� I 4\ .. f / -1 \ 4 9.56 A� J EXISTING PUBLIC UTILITY EASEMENT FF=431.40 4 PE -430.8 a \ EE PROPOSED SWALE FLOWLINE -. - - - - -EXISTING WEDGE CURB AND GUTTER A 0- - - - - - - - - - ^PROPOSED GARDEN 'NALL �2 w o S\ s O \ \ v\ y SEE LANDSCAPE PLANS FOR DETAILS , EXISTING GARDEN WALL ®/ PROPOSED AIR CONDITIONING UNIT © Copyright 2007 MSA Consulting, Inc. All Rights Reserved IMSA CONSULTING, INC. PLANNING ® CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ® CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 Ir���M/J ((��5�4nGi(�G^aO T��3n0I�0^2 3==�1M 3 OQF\OFESS/OM9! E 44 Co Tog Fy4' ci m m Lu C43880 m Exp. 6-30-07 V \ �\PlS qTF Op CA1 �FOQ CH PD109-70 ELEV. 27941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY .. . . 3K C43880 DLS TION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN BY WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE DLS FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY OF AVENUE 50. JAD CITY OF LA QUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 17D-1 - LOTS 114-118 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 1 0o 2 N m OF 3 SHEETS - -w- - EXISTING WATER MAIN - -s - EXISTING SEWER MAIN - -IRR- EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT EXISTING STREET LIGHT CONSTRUCTION NOTES ® EXISTING WATER METER O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING EXISTING ELECTRIC JUNCTION BOX & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN EXISTING TRANSFORMER BY OTHERS UNDER SEPARATE PLAN AND PERMIT. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. EXISTING VAULT O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O2 4" CONCRETE DWY SLAB / ®VIIIA 6" CONCRETE DWY / SLAB CITY OF LA QUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 17D-1 - LOTS 114-118 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 1 0o 2 N m OF 3 SHEETS PROPERTY LINE 1', t 1 9 z� 51 NM NC 00 2 2% MIN.� III—I I I_I I I-1 I I I l i 11- GARAGE STOOP PATIO CONCRETE LANDINGS NTS PROPERTY "ZI UNE 5' MIN 3' MIN. PE OR FG 3' MIN. 2' MIN 5' MIN. FL 2% 70 PE OR FG 2' MIN 3' MIN. (SEE PLAN) °F % EXTENDED FOOTING / 27 TO 20/- 09 \ RETAINING 2:1 MAX M O 030, PORTION .7\..\\% MIN. F/ FL 17 MIN. 2:1 MAX\ \i 3' MIN. PE OR FG LEGEND (SEE PLAN) FF 5' MIN. FL 2% 70 3' MIN. 2' MIN 2' MIN 3' MIN. O5 °F % EXTENDED FOOTING DETAIL SHEET PE OR FG 19 MIN. RETAINING 2:1 MAX M O SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS ®igAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG SIDE YARD - BLOCK WALL OMIT ONE BLOCK ATSWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL NTSy EX. KyNEE WALL A B p EX. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OFJ FL VARIES PROPOSED SWALE TO PROVIDE OUTLET (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL °A' NTS PROPERTY `uQ LINE �1�F 5� 4_I 5' MIN. LEGEND SHEET- m 5' MIN. TRILOGY AT LA QUINTA - TRACT NO. 30023-7 3' MIN. 2' MIN 2' MIN 3' MIN. O5 °F % EXTENDED FOOTING DETAIL SHEET PE OR FG RETAINING EXISTING RIGHT–OF–WAY (SEE PLAN) PORTION — — EXISTING CENTERLINE FL PE OR FG — EXISTING PUBLIC UTILITY EASEMENT 2q, 70 207 (SEE PLAN) — — — — — _ _ - EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL FL 2% To 11 IN. z DETAILS 200% i,,.,,, EXISTING GARDEN WALL 1 d 17 MIN. 2:1 MAX SECTION D -D IETAINING/GARDEN WALL SIDE YARD DETAIL (PE'S EXCEED 1'-0' VERTICAL DIFFERENTIAL) NTs P /L. PROPERTY SECTION B -B EXISTING GOLF COURSE KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL EX. KNEE WALL KN F> B OMIT ONE BLOCK AT FL!!LINJ L>\ B C` EX PROPOSED SWALE TO PROVIDE OUTLET FOOTING FL VARIES (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL °B' NTS NOTE, SEE WALL PLANS FOR ALL TW, FG, DRAINAGE DETAILS AND TF GRADES FOR EXISTING WALLS. NO.I REVISIONS I APPROVED I DATE (PRIVATE STREET) TYPICAL LOOP STREET SECTIONS RUSTIC CANYON DRIVE NTS © Copyright 2007 MSA Consulting, Inc. All Rlghts Reserved MSA (CONSULTING, INC. PLANNING ■ Cwm ENGINEERING r LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCHO MmnoE w CA 92270 TELEPHONE (760) 320-98U m FAx (760) 323-7893 FUTURE EA DRAINAGE FOR PERMITTING PLANNING & ZONING COMPLIANCE NISPPROVED AND RECOMM FOR APPROVAL BY: HARTUNG DATE IDOUGLAS R. EVANS DATE KURT M. SAXON DATE )ING & SAFETY DIRECTORCOMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF !A QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES PROPERTY SECTION C -C EXISTING GOLF COURSE KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL XISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. rN Exp. 6-30-07 �TF OF CA1-�FpQ ..,,' P.D. 109-70 ELEV. 27.941 (NAVD29 —,--" �, "' ,"` �' "r ""' RK C43880 4TION 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. 55' 5500 PRODUCT 2 PLAN B CONSTRUCTION NOTES Ot CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. Q CONSTRUCT 4" THICK P.C.C. DWY / SLAB. Q PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. Q CONSTRUCT 6" THICK P.C.C. DAY APPROACH. F9WOC I nI ( L'[W &Y'xz 55' 5500 PRODUCT 2 PLAN A 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.) 45' 4520 PRODUCT 1 PLAN 3B PRODUCT '1 LEGEND SHEET- m AWN TRILOGY AT LA QUINTA - TRACT NO. 30023-7 CITY/COUNTY LIMIT LINE JBY O5 °F % EXTENDED FOOTING DETAIL SHEET 3 v R^ EXISTING RIGHT–OF–WAY — — EXISTING CENTERLINE — — — — EXISTING PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWLINE — — — — — _ _ - EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL ® PROPOSED AIR CONDITIONING UNIT — w— — EXISTING WATER MAIN — —s— — — EXISTING SEWER MAIN ——IRR — EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT 'T" EXISTING STREET LIGHT ® EXISTING WATER METER Q EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER EXISTING VAULT Q 4" CONCRETE DWY / SLAB ® 6" CONCRETE DWY / SLAB F9WOC I nI ( L'[W &Y'xz 55' 5500 PRODUCT 2 PLAN A 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.) 45' 4520 PRODUCT 1 PLAN 3B PRODUCT '1 CITY OF LA QUINTA, CALIFORNIA SHEET- m AWN TRILOGY AT LA QUINTA - TRACT NO. 30023-7 3 JBY SEQUENCE 17D-1 - LOTS 114-118ECK °F % DETAIL SHEET 3 v BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS