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MUP 2007-895FMANCE ftVSMM Codi 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. 5 Date Recvd. Fee:��(� Related Apps.: Logged in by: APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT 7t. -i i (Print) n MAILING ADDRESS ` Qq-4� &30 . Phone No. (00) -111-(-0 (3 S 2 CITY, STATE, ZIP: j-, a l,t_j 'k-" k C'Ar q D -L `� Fax Nobt--:,b) 1'-11 - �,o-c q PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: VDN 4 �c 1 < rYA-f. PROPOSED 1USE AND/OR CONSTRUCTION (Including operational information): U e—n+i rte' d (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): H(b-b , ( ji-tsp7mitn'a i in) /A-\ n Fn) °0P"" CITY OF A I Minor Use Permit FINAN Si 13MISSION REQUIREMENTS: ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/Z" x 11" sheet or folded down to 8'/z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT SIGNATURE OF APPLICANT NAME OF PROPERTY OWNER Print) UA --o DATE IN (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit February 28, 2007 • N Ms. Gravielita Nieto B C W O pY Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 C SUBJECT: MINOR USE PERMIT 2007-895 TRILOGY, TRACT 30023-7, PHASE 1713-3, LOTS 82,128 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-895 allowing the construction of a casita at the following location is hereby approved: Lot 82: 81-760 Rustic Canyon Drive Lot 128: 61-765 Toro Canyon Way 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, - �� A ERIC CEJA Assistant Planner c. Building and Safety Department P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLL' 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 60-946 Desert Rose Dr. La Quinta, CA 92253 0 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-760 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 28th day of February by Shea Homes, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside,' State of California: LOT 82, 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. 2007-895); 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: K �--� Le Johnson Planning Manager City of La Quinta Printed Name of all owner(s) 2 Date 07 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 -o200 10 % ,before me, (' , Nota ryPublic' personally personally known to me or proved to me on the basis of tisfactory evidence to be the person(s) whose name(s) is/aye-- subscribed to the within instrument and acknowledged to me that hefs-iefthey' executed the same in his�1;90149 r authorized capacity(ies), and that by hisA7erttheir-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, Pn Signature of the Notary Public POWLA 5. HMO 11722211 CORNIIMiIOn N01MY "W - Colltornio Rlvonido County AilrCoi�nei'�.�pir�F�b2.20i 1 • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 0 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-765 TORO CANYON WAY, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 28th day of February by Shea Homes, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 128, 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. 200_ 7-895); 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 Jdlrfison Planning Manager City of La Quinta Printed Name of all owner(s) 21Z Date 07 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 be ore me` ��,a�Notary Public, personally appeared personally known to me or proved to me on the basis of tisfactory 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 Comm—is :Ion # 1723211 Notary Public - California Rlv*rsld* County 6MVC0f=.Eq*ftF6b2,2011 Trilogy at La Quinta Construction Phase 17B-3 Seq. # Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total .�able SFF. 1 81 81772 Rustic Canyon Drive 4210A Left Left Box Bay @ MBR - 26 sf. 4 Ext. - 83 sf. Patio Ext. - 177 sf. 1,381- 2 82 81760 Rustic Canyon Drive 6420C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. & 2,781 Bay @ Nook - 23 sf. 3 129 61787 Toro Canyon Way 5500B Right Right Excerise Rm. - Box Bay @ MBR - 63 sf. 4 Ext. - 83 sf. 2,599 149 sf. 4 128 61765 Toro Canyon Way 4210C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 Ext. - 83 sf. Patio Ext. - 177 sf. 1,636 Total 8,397 To CLQ on 2/22/07 RIGHT 4210-..0 0 REAR 4210-C 0 LEFT 4210-C PARTIAL ELEV. 4210-(. CASITA 256 ' ^ PARTIAL FLOOR PLAN REAR 6420-C RIGHT 6420-C LEFT 6420-C FRONT 6420-C SQ. FOOTAGE CA51TA 155 FLOOR PLAN 6420-C CITY OF LA QUINTA /COUNTYI LIMIT LINE PFM COUNTY OF I RIVERSIDE 64th AVENUE VICINITY MAP NTS ti LEGEND ®®®®®®----- CITY/COUNTY LIMIT LINE RIW EXISTING RIGHT-OF-WAY - EXISTING CENTERLINE - EXISTING PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWUNE EXISTING WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL r-= EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT -w- - - EXISTING WATER MAIN -s- - - EXISTING SEWER MAIN -Tae EXISTING IRRIGATION LINE ABBREVIATIONS GARDEN WALL PER CITY OF LA QUINTA BUILDING oR EXISTING FIRE HYDRANT BC BEGIN CURVE NTS NOT TO SCALEEXISTING BY OTHERS UNDER SEPARATE PERMIT. STREET LIGHT BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE SF O BCR BEGIN CURB RETURN PE PAD ELEVATION ® EXISTING WATER METER BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER LF © BS BOTTOM OF STEPS P/L PROPERTY LINE 0 EXISTING ELECTRIC JUNCTION BOX CB CATCH BASIN PROP. PROPOSED EA 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT F EXISTING TRANSFORMER C/G CURB AND GUTTER PVMT PAVEMENT 8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC EC END CURVE R/W RIGHT-OF-WAY EXISTING VAULT ECR END CURB RETURN STA STATION 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN ELEV ELEVATION S.D. STORM DRAIN SATURDAY 8:00 AM TO 5:00 PM EP EDGE OF PAVEMENT S/W SIDE WALK WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 4" CONCRETE DWY / SLAB EX. EXISTING TC TOP OF CURB 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 HP HIGH POINT TG TOP OF GRATE ® DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE 6" CONCRETE DWY / SLAB FF FINISHED FLOOR TP TOP OF PAVEMENT WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. FG FINISHED GRADE TS TOP OF STEPS STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE FH FIRE HYDRANT TW TOP OF WALL LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL FL FLOWLINE TYP TYPICAL APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, FS FINISHED SURFACE TF TOP OF FOOTING OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. GB GRADE BREAK TRW TOP OF RETAINING WALL SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM INV INVERT PREPARED BY., EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 760-345-1588. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING TOTAL FILL (RAW): 300 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN RIVERSIDE COUNTY 2002 NOTE TO CONTRACTOR- QUANTITY ESTIMATE BY OTHERS UNDER SEPARATE PERMIT. 43 LF O CONSTRUCT 4" THICK P.C.C. DWY/SLAB. 4,439 SF O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. 4 EA ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 303 SF O5 INSTALL 4" PVC DRAIN PIPE. 70 LF © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. 70 LF O7 INSTALL BUBBLER BOX DRAIN. SEE DETAIL ON SHEET 3. 1 EA ® LANDSCAPE AREA DRAIN. SEE DETAIL ON SHEET 3. 1 EA EARTHWORK ESTIMATE 71 ajwaSI11111y119Yi1yy*Y/P1�1 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. RIVERSIDE COUNTY 2002 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 FOR ANY LRESPONSIBLE DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES NOTE - 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 &ISEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT (800) 227-2600 NU I C 1 U trUN 1 tltkkj 1 Ur' CAIa 1114U U I ILI I ICT 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. 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. Dig�Safely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No• REVISIONS APPROVED I DATE NOTE: IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CONSTRUCTION PHASE 1713-3 LOTS 817 82,1287 AND 129 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 � rJ(cr I �i Il JP)'4,a 01 bj ,IIII >EN 5 07 r. I Z \ � I I a , � 3 �I > U�� sG I I l / 8 r SaCoJUEMCCE 17C 803° ISk - I 128 Sao 4ua� �EQoNJ�CGrs 99� _ 9LY3.", ;KO% 7 78 !1 Z1 YA�1 OS,%j 3 1 Mi r r a� �' IS I �1�G 82 81 �F'm 0�e RUSTIC CANYON DRIVE 3Z � W- 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. OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR NOTE - SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF SEPARATE PERMITS FROM THE CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. BUILDING AND SAFETY 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT SHALL BE DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK REQUIRED FOR ALL WALLS. PERFORMED WITHIN THE STATE RIGHT-OF-WAY. TOPOGRAPHY SOURCE: 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ® CrvrL ENGINEERING ■ LAND SVRVEYING 34200 Boa HOPE DRIVE ® RANCHO MmAGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 S I 7 s' 1 z2 I Z I �s � �tI SHEET INDEX MAP I 42 1 00 10 00 411 SCALE 00 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00.14'08 W PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' BENCH PREPARED UNDER THE DIRECT SUP QPOFESS/p4,q\ DE C ATo �y{J :s �v q9m m u C43880 mm Exp. 6-30-07 Q �TP OF CAL FOS MARK P•D. 109-70 ELEV. 27.941 (NAVD29 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. JAD ECOMMENDED : OVED FOR PERMITTING PLANNING & ZONING COMPLIANCE LRCE44180 HARTUNG DATE DOUGLAS R. EVANS DATE DATE LING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA NG SERVICES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AND R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 13T 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 OL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM R GRAM TO CONTROL WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 15. THE CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE 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, 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 C THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. v 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 c ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. F 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 P 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 N 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 3 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 a MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. a 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, C'7 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. m 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN 0 APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. d 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. °w 18, THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. NOTE TO CONTRACTOR, SITE CONDITIONS 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 `m 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, 6 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 4 OR MSA CONSULTING, INC. 6 NOTE TO CONTRACTOR- ACCESSIBILITY DETAILS o 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 m CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE o 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 y CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY 'U ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. c 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 o CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION O AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. o CITY OF LA QUINTA, CALIFORNIA SHEET TRILOGY AT LA QUINTA - TRACT NO. 30023-7 OF SEQUENCE 17B-3 - LOTS 81, 82, 128 AND 129 % 3 U 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. SHEETS i L ®Ig � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. _--_—__---- 4flAv 30023-7 FUTUnE 19EQV22VE 117 0 32+00 n s © Copyright 2007 MSA Consulting, Inc. All Rights Reserved mrA qw 454 5 iy s.. 4 QPQPESS/pN9�",\ D E ( 4 CT 9^ m w C43880 m Exp. 6-30-07 w\ OF CAS FOQ� FOR PERMITTING HARTUNG DATE IING & SAFETY DIRECTOR OF LA QUINTA NING & ZONING COMPLIANCE 'LAS R. EVANS DATE 1UNITY DEVELOPMENT DIRECTOR OF LA QUINTA 11:7:7:iH7_1A•olA M. SAXON DATE 44180 EXP. DATE 6/30/07 CONSTRUCTION NOTES O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. 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. O7 INSTALL BUBBLER BOX DRAIN. SEE DETAIL ON SHEET 3. ® LANDSCAPE AREA DRAIN. SEE DETAIL ON SHEET 3. LEGEND ®®®®®—®®—®® CITY/COUNTY LIMIT LINE Rlw EXISTING RIGHT-OF-WAY — EXISTING CENTERLINE — EXISTING PUBLIC UTILITY EASEMENT - PROPOSED SWALE FLOWLINE — _ — _ _ _ — EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS --�— "'-- _ EXISTING GARDEN WALL -^----=-- SHEET D N -=---==^-� EXISTING KNEE WALL 34200 BOB HOPE DRrIDvE ® RANCHO MIRAGE ■ CA 92270 ® PROPOSED AIR CONDITIONING UNIT — —w— — EXISTING WATER MAIN — —s— — EXISTING SEWER MAIN 3 —IRR EXISTING IRRIGATION LINE JAD BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. EXISTING FIRE HYDRANT EXISTING STREET LIGHT ® EXISTING WATER METER EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER M EXISTING VAULT 4- CONCRETE DWY / SLAB ®� 6- CONCRETE DWY / SLAB REVISIONS APPROVED DATE MSA CONSULTING, INC. PLANNING ■ CIVIL BNGINEERING ® LAND SURVEYIIQG BENCH P.D.109-70 ELEV. 27.941 INAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF MARK LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE R.C.E. N0. DESIGN BY C43880 SMS DRAWN BY CITY OF LA QUINTA CALIFORNIA , SHEET D N TRILOGY AT LA QUINTA -TRACT NO. 30023-7 34200 BOB HOPE DRrIDvE ® RANCHO MIRAGE ■ CA 92270 WING WALL 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE DATE SMS SEQUENCE 17B-3 - LOTS 81, 82, 128 AND 129 OF =' 0 TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY PRECISE GRADING PLAN 3 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 5 PROPERTY LINE F11 _J— GARAGE STOOP CONCRETE LANDING W/ SWALE CONDITION NTS CONCRETE LANDINGS NTS PROPERTY LINE C 5' MIN. 111 5' MIN. 3' MIN. 2' MIN 2' MIN _ 3' MIN. PE OR FG I PE OR FG (SEE PLAN) (SEE PLAN) FL 2% 10 20% T� . 0 30' / �F 1% MIN. 2 c P F MIN. F � � / 2:1 MAX 77 1% MIN. "� j N 6 2:1 MAX\ \i SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS Dig�Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG P/L, R/&W B.O.C. 4' FF Z Z OZ 0 . N ... �• U � Z pLL0 V OQ�o Fw� w woo o' GRADING PIAN) PE (PER GRADING PLAN) C/L OF 3' MIN EXTENDED FOOTING DETAIL NTS SIDE YARD - BLOCK WALL OMIT ONE BLOCK AT SWALE FLOWUNE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAILo NTS SECTION B -B REAR YARD COMBINATION GARDEN/RETAINING WALL NTS 37' ORTION P/L, R/W B.O.C. PATOM HARTUNG DATE BUILDING & SAFETY DIRECTOR CITY OF LA QUINTA TO INSTALL 4" PVC S.D. -/ LINE OS ® 1% IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION C -C INSTALL 4" PVC S.D. LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO FS 1 / ri —v.L p T SEE PLAN f/ TO -0.33'rMIIN]l 2%3'MIN. . C C PLAN 4• THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS (PRIVATE STREET) TYPICAL NON -LOOP STREET SECTIONS TORO CANYON WAY P/L 37' 15' 0.5�� NDS N0. 14 ROUND 6. GRATE OR APPROVED EQUAL. 0.5% MIN' 6" X 4" REDUCER PE RISER ,—PLASTIC ELBOW 4" X 90' PVC BEND OR PLASTIC TEE 4" X 4" X 4" (SEE PLAN) ( LANDSCAPE AREA DRAIN DETAIL N.T.S. 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 Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SVRVEYING 34200 BOB HOPE DRwE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 ® FAx (760) 323-7893 z SECTION D -D NTS 6" WIDE BY 8" DEEP —� CONCRETE COLLAR SLOPE TO MATCH GRADE A 12" X 4" HDPE IL; = iuu DATE KURT M. SAXON DATE 0.5�% MIN DIRECTOR RCE 44180 EXP. DATE 6/30/07 Y OF LA QUINTA EXISTING RIGHT-OF-WAY 4" PVC — — SDR -35 \ (D CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING — — EXISTING PUBLIC UTILITY EASEMENT INV VARIES a SEE PLAN X3/8" TO 3/4" WASHED ROCK GEOTEXTILE FABRIC oBUBBLER BOX LOCATION DETAIL N.T.S. //ROFESS/0N9`� 991 Z w C43880 m Ex 6-30-07 A P• A r �y� �P �TF OF CA1-\FO - us uncvi aurum n�,vn yr n.�.. c P.D. 109-70 ELEV, 27.941 INAVD29 C438 . nv. 80 109-70 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. OVED AND RECOMMENDED APPROVAL BY: UGLAS R. EVANS CITY OF LA QUINTA, CALIFORNIA DATE KURT M. SAXON DATE MMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 Y OF LA QUINTA EXISTING RIGHT-OF-WAY SAXON ENGINEERING SERVICES — — CONSTRUCTION NOTES — EXISTING CENTERLINE (D CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING — — EXISTING PUBLIC UTILITY EASEMENT & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN i BY OTHERS UNDER SEPARATE PLAN AND PERMIT. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. EXISTING WEDGE CURB AND GUTTER O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. PROPOSED GARDEN WALL ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. AN) © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. O7 INSTALL BUBBLER BOX DRAIN. SEE DETAIL ON SHEET 3. ® LANDSCAPE AREA DRAIN. SEE DETAIL ON SHEET 3. PRODUCT 1 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.) LEGEND CITY OF LA QUINTA, CALIFORNIA SHEET 3 ®®®®®—®®®—® CITY/COUNTY LIMIT LINE R/W dBY EXISTING RIGHT-OF-WAY — — — EXISTING CENTERLINE 3 — — — — EXISTING PUBLIC UTILITY EASEMENT — — i E PROPOSED SWALE FLOWLINE r EXISTING WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT — —'w— — — EXISTING WATER MAIN — —5— — — EXISTING SEWER MAIN — —IRR— EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT ' EXISTING STREET LIGHT ® EXISTING WATER METER EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER EXISTING VAULT O2 4" CONCRETE DWY / SLAB Q4 Z= 6" CONCRETE DWY / SLAB DRAWN CITY OF LA QUINTA, CALIFORNIA SHEET 3 TRILOGY AT LA QUINTA - TRACT NO. 30023-7 dBY SEQUENCE 1713-3 - LOTS 81, 82, 128 AND 129 DETAIL SHEET 3 BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS i r