Loading...
MUP 2007-900"'"Hca nwoi.wQoe, /02 City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, Cali (760) 777-7125 60) 7-1233 14 1_ OFFICE USE ONLY Case No 1 6 6 Date Recvd. Fee: Related Apps.: Logged in 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 (Print) (� MAILING ADDRESS �Pqq� �.►L.lJ.e_,A- - Phone No<(«)) -1-1 CITY, STATE, ZIP: 1 , Q Ui n" , C *'2'r vi a Fax No.0-1 too) 1-l 1 — X004 q PROPERTY OWNER (If different): MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: (Print) PROPOSED USE AND/OR CONSTRUCTION (Including operational information): �kF--- (Ae-nA— r�� CPez-,V k S (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 15 F_2__ . 11 ( c A t : 21 Z 2-- r A 18\Minor Use Permit ,V r SUBMISSION REQUIREMENTS: 0• ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/Z" x 11" sheet or folded down to 8%Z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. � f NAME OF APPLICANT�� (Please Print) SIGNATURE OF NAME OF PROPERTY OWNER ,_ Q 1�0�1 e 5 (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE 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 March 12, 2007 Ms. Gravielita Nieto Shea Homes A,/ 60-946 Desert Rose Dr. v !' La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-900 TRILOGY, TRACT 30023-5, PHASE 15F-2, LOTS 21, 22 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-900 allowing the construction of a casita at the following location is hereby approved.- Lot pproved: Lot 21: 61-188 Cactus Spring Drive Lot 22: 81-960 Eagle Claw 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, I ,q R ERIC CEJA Assistant PIInner 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 G 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 61-188 CACTUS SPRING DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 12th day of March 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 21, TR 30023-5, 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. 2007-900); 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 0 0, 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 Jbhfison Date Planning Manager City of La Quinta • State of California County of Riverside On h/ before before me, Phyllis Manley, Notary Public, personally appeared Les Johnson, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. (Seal) Pt�YlUS MANN Commbalon 11697746 Oary Pubnc - CcRibmia Riverside county lei tvyCornm. Expires Oct 16, 201 • 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 81-960 EAGLE CLAW DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 12th day of March 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 22, TR 30023-5, 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. 2007-900); 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) n Planning Manager City of La Quinta Printed Name of all owner(s) 3/1 07 State of California County of Riverside On '6/1'2-/ 24DOI before me, Phyllis Manley, Notary Public, personally appeared Les Johnson, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. (Seal) A+nut �r Cawv.dW t • 1697796 Now t"nc - Caworft RWeralde county E91MV Comm. Expires Oct 16,201 41q. # Lot # Address Plan & Elevation Garage Orient. Trilogy at La Quinta Construction Phase 15F-2 Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 1 24 81940 Eagle Claw Drive 5500C Right Right Exercise Rm - gay @ MBR - 63 4 Ft. Ext. - 83 sf. 2,599 149 sf. 2 23 81950 Eagle Claw Drive 5515A Left Right Box Bay @ MBR - 26 sf. & 2,174 Nook - 26 sf. 3 22 81960 Eagle Claw drive 6420C Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. & Bay 2,781 @ Nook - 23 sf. 4. 21 61188 Cactus Spring Drive 6420B Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. & Bay 2 784 @ Nook - 23 sf. ' 5 20 61210 Cactus Spring Drive 5500A Left Left Bay @ MBR - 63 4 Ft. Ext. - 83 sf. 2,450 Total 12,788 To CLQ on 3/1/07 REAR 6420-C RIGHT 6420-C LEFT 6'420-C FRONT 6420-C SQ. FOOTAGE CASITA 255 FLOOR PLAN 6420-C REAR 6420-B 101 RIGHT 6420-B LEFT 6420-B FRONT 6420-B SQ. FOOTAGE CA51TA 255 FLOOR PLAN 6420-B CITY OF LA QUINTA 60th AVENUE e COUNTY OF I RIVERSIDE 64th AVENL VICINITY MAPI, OR IN NTS LIMIT LINE LEGEND QUANTITY ESTIMATE + ® ® CITY/COUNTY LIMIT LINE 0 EXTENDED FOOTING EP EDGE OF PAVEMENT EXISTING RIGHT-OF-WAY R/W LF - - EXISTING CENTERLINE - - - - - - - - EXISTING PUBLIC UTILITY EASEMENT 39 PROPOSED SWALE FLOWLINE ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. - - _ _ _ _ - EXISTING WEDGE CURB AND GUTTER O7 PROPOSED GARDEN WALL EA SEE LANDSCAPE PLANS FOR DETAILS 338 - _ EXISTING GARDEN WALL EXISTING RETAINING/GARDEN WALL MAXIMUM PROPOSED AIR CONDITIONING UNIT - - -w- - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN - -IRR - EXISTING IRRIGATION LINE TOTAL FILL (RAW): 375 C.Y. EXISTING FIRE HYDRANT 70 EXISTING STREET LIGHT Ell EXISTING WATER METER FROM TRENCHING AND DETAILED GRADING. EXISTING ELECTRIC JUNCTION BOX PROPOSED UTILITY EASEMENT EXISTING TRANSFORMER RIGHT-OF-WAY ED EXISTING VAULT ® STORM DRAIN TC 4" CONCRETE DWY / SLAB © TOP OF GRATE TP 6- CONCRETE DWY / SLAB CONSTRUCTION NOTES QUANTITY ESTIMATE O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN EP EDGE OF PAVEMENT BY OTHERS UNDER SEPARATE PLAN AND PERMIT. 58 LF O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. 297 LF O INSTALL 4" PVC DRAIN PIPE. 39 LF ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. 6,375 SF O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 7 EA © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 338 SF EARTHWORK ESTIMATE MAXIMUM MIN. FOR PERMIT PURPOSES ONLY NTS NOT TO SCALE TOTAL CUT (RAW): 375 C.Y. PORTLAND CEMENT CONCRETE PE TOTAL FILL (RAW): 375 C.Y. PIG POINT OF INTERSECTING GUTTER THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT PROPERTY LINE PROP. FROM TRENCHING AND DETAILED GRADING. PUE PROPOSED UTILITY EASEMENT MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 GAS THE GAS COMPANY (760) 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR- EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. REVISIONS ABBREVIATIONS BS BOTTOM OF STEPS DWY DRIVEWAY ELEV ELEVATION EP EDGE OF PAVEMENT EX. EXISTING HP HIGH POINT FF FINISHED FLOOR FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK GF GARAGE FINISHED FLOOR INV INVERT MAX. MAXIMUM MIN. MINIMUM NTS NOT TO SCALE P.C.C. PORTLAND CEMENT CONCRETE PE PAD ELEVATION PIG POINT OF INTERSECTING GUTTER P/L PROPERTY LINE PROP. PROPOSED PUE PROPOSED UTILITY EASEMENT R/W RIGHT-OF-WAY STA STATION S.D. STORM DRAIN TC TOP OF CURB TG TOP OF GRATE TP TOP OF PAVEMENT TS TOP OF STEPS TW TOP OF WALL TYP TYPICAL TF TOP OF FOOTING TRW TOP OF RETAINING WALL NOTE TO CONTRACTOR, DRAINAGE INTEGRITY OUEN 15F-2 X-01&01pz I 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 FMaMmaS DDATS MOVIE= HOT A PART TWL Clr MO. 199434 THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE w ITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR0 R LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONST RUCTION OF BLOCK WALLS FENCES,PATIOS OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILJTY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTGR, OR THE PROPERTY OWNER. NOTE: PLANNING AREA: 25 ASSESSOR'S PARCEL NO. 764-270-018 THOMAS BROTHERS GUIDE: RIVERSIDE COUNTY 2002 PAGE 5590, GRID E2 FEMA ZONE D PER PANEL 060245 INDEX SHEET THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT (EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR HYDRO -CONSOLIDATION. NOTE - SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. TOPOGRAPHY SOURCE: THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. 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 CIN INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved APPROVED DATE MSA CONSULTING, INC. PLANNING a C1:VIL ENGINEERING ® LAND SURVEYING 34200 BOB HOPE DRIVE a RANCHO MiRAGE ■ CA 92270 TELEPHONE (760) 320-9811 o FAx (760) 323-7893 ,EXISTING sEOUWN, CE 15E LOT NOS. NN Z�N Z�N Q�fD N Zr� J N ZnN OOJ orcaOc7 F"Oaa TRILOGY SEQUENCE J OF 2 O¢a _j JAD BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.H.M. LOT NOS. NN Z�N LOT NOS. O¢a I LOT NOS. RG 730 J J RG 722 PG 158 DRAWN BY LMD CHE BY TRILOGY SEQUENCE PG 152 OF 2 DATE JAD BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.H.M. SHEET LROT NOS. ® LOT 2 S. G 72 9 RG 73 PG 159 a PG 151 LOT NOS. I Ifl IL LOT NOS. RG 724 PG 160 0: PG 150 N 0 NN Z�N LOT NOS. O¢a O¢a RG 783 PG 22 J J LOT NOS. RG 721 PG 153 LOT NOS. RG 720 PG 154 0 LOT NOS. RG 719 PG 155 LOT NOS. RG 718 LOT NOS. PG 156 Q RG 727 161 I� I �II LRG 725 b PG 181 PG 149 T L°�(�i-fI 400 'a L RG 171 NOS. OT NOSE M Qu M 5. PG 157 ' I RG 726 PG 162 LOT NOS. RG 714 LOT NOS. Q PG 148 RG 715 ( PG 147 OT . _...... LFIG 7785 \ PG 146/ Q� , 5 2r� �. N(bs$1� o� J�0 1- �,. p o� �4� ��.., J LOT NOS 792 00'PG 13 J¢¢ Ocr LOG 709. \ \ TG`&CT a PG 141 . _._ /LOT NOS. RG 710 LOT NOS. RG 784 PG 21 LOT NOS. RG 785 PG 20 LOT NOS. RG 786 PG 19 LOT NOS RG 787 PG 18 LOT NOS. RG 788 PG 17 LOT NOS. RG 789 PG 16 LOT NOS. RG 790 PG 15 LOT NOS. RG 791 PG 14 JIM E 9�® )T NOS. IG 793 PG 12 i BASIS OF BEARING: THE WEST UNE 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' BENCH1, D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUI k Anv 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. SIGNATURE JULIAN A. DE LA TORRE QPOFES S lO,yq! DE t4 l09 Fy�i u u C43880 m Exp. 6-30-07 m Q TF OF CA0FQQ & ZONING COMPLIANCE EAPPROVED AND RECOMMENDED FOR APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE TING & 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 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 15T TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM 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 (NOI) WITH THE STORM WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 15. THE CITY RETAINS THE RIGHT TO 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 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 THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATNE 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. H.G.E. NO. UttIUN dr CITY OF LA QUINTA, CALIFORNIA SHEET y D C43880 DRAWN BY LMD CHE BY TRILOGY SEQUENCE AT LA QUINTA - TRACT NO. 30023-5 15F-2 PRECISE GRADING - COVER SHEET OF 2 DATE JAD BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.H.M. SHEET TW 433.46 TW 433.4 TRW (426.77) ( FG (426.80) NG (421.041 TRW (427.44) FG (427.1 (S) FG 427.1 NG 42 .92 TW (41- TF q; TF (420.7) TF (420.77) INV 422.22) INV 422.01 TW 432. 9 ( .- TW 432.79 TRW 4: FG (427.) NG (421.25) TW 433.46 TRW (426.77) --- - -_---- 432:79- TRW (42_.77) _, - - _ FG (426. TRW (426.77) FG (426.8 (S) TRW (426.77) FG- (4268 (S)- NG 421.7 - - 421- - TF -(4: INV (422.4) TF 420.77) TF 420.10 __ rE.(.420_10)._ _ TF (420 7) 65.00' 4zi 27.1 65 00' 1 168.07' TW 433.46 F�• - . FG 426.8 TW 432.79% 0.50%0 426.8 TW 432.79 0., TF (425.46) -{ p 0% ,n 0 50% N FG FG 426.8 H 0 � � FG 426.8 426.50 426.80 o TF (425.461 FL -HP ii TF (425.46) N FL -HP "i E 421.08 ' 426.59 427.34 BOX BAY 7324 FS BAY 7335 j 426,21 r - FL FS BAT „02 °s 6 4 426.29 FL BAY J3 _E s s. v N 426.29 q cml ` FL `' 426.59 FL ry ci FL ` 4 427.20 2 h EXISTING BLOCK `' 5515 WALL (TP) IQ o FS 11 o 42FS7.50 4 24 o PRODUCT 2 0• ' ' A 55002 5 s PLAN 3A D--0.15 5' 11 4 PRODUCT 2D=0.32' 6` FF -427.40 a 6d 2 o y 427.20 PE -426.8 Ty 432.79 N N PLAN C Bx B 0 2 FS 1 TF 425.46 N a PRIDE v �` 0 A FF -427.70 RWM .� �' 427.20 N h o� 23,0 ' D=0.33' N�s. FS :z N PLA FF'428.00 8 n PE-427426.054.oib sv a G0F=. 4 PE=427.4 o 2q 427.50 426.40 2708 0 cwr 27. p FL -INV FF o1� PE -,FS FL -INV 3 :5 2 GB 3 427.02 4 426.80 D=0.23' 427.32 FS 1 'TVW 432 79 ,J FS I :.S o FS TF ;425.46 427.50 427.06 ro -a -426 11 425,94 FS FG -HP 426.76 0 1.08 5 FL FL 5 426.27 dl FG -HP �� s4 4`'-426:05 Gr=42 (2 ST (1 STEP ® 6") FL -INV / ` 425.92 II z FL GB 99' OAR 6,g0 EP; 426.33 5.r. GB FL -INV �a s o 4 AGE TW 433.46 FL +l 427.27 GF=427.10 0, Ty 8432.79 7.2B%5 5 x425.75 TF (425.46) . TS -FS e GARRA0E06 0• TF 425.46 1 ;o �.- - - 573 �F 426.77 426.26 ' v U, 0710 A 426.27 BS -FS b\ X426.18 - N '426.43 FL GB ?� FS_ FC -G Nni, h r FLSGB s 426.26 �4 FS `O ss 424.71 �- p o - <- 424.79 `+ ; 0 425.28 4 425.:13 o f 425.05, 424.94 FSS -GB FS-FL4 424 054 moo' =a FS -FL FS -5,B `v - -FS--F-L\ r q FS -FL 26 30.75' 32.65' _1.62' 12.91' 60.99' - _ 42-R? FS ( - )� - - TC 424.86 0.504% TC Q g TC 424.97 2g -� �n TC 425.10 FL 24.36 FL 424.60 TC 425.05 TC 424.9 7C 424.65 06 TC 425.25 C 4,q8 2 g2g \ TP 425.03 0.50367TC 42.9 TC 424.63 6p� TC --)_FL 424.44 18+0o EAGLE CLAW DRIV19+0 o _ TC 425.16 - ° TC 425.- FG (426.8 (S) TF (420.77) Tw TRW INV (421.66) FG NG .422.05 . - TF IN\ 'TW- 432.79 TRY{ ('426.77) FG x(42 .§) (S) TF 0420.77) NG 421.89 SRF ,IN WAII T:TF(42 426.77) FG/ 426. <0 BFG 0.77)42 .5432.79 27. TF (425.46) 0 419.5 FSO6 INV 421.46 rmi G 427.05 > n a BAY35 >3FS Z N V7 N� 4 70 4 4 `N� 426.21 F� 3 ~ 4 7.20 FS,gr o CID w T 3 427.20 j to s 2 F- s 426.8p o ti19' FS o '''� . I s y .99 ` 4 t 42714 i, III 20 426 0 427. FF_427" FS20 i- f ow PE_426CAS.g 2 79, 4 5 425 9p TW 432.79 1 D' 3 ' d� 429582 1IA 1 G8 FL 4�. 426.60 in U0 � 42 �C J ->L .. ,S. FS FS 426.85 0 pp9G b" 4A� FS �' .G m 2 �6 .00 F5 "� m D= •37' 427.00 b� ,y42'I° N I FS bt 427.00 C" 424.45 r -427.20 % � 426.94 ow FS -FL 426.43 PE=426.6 �- FS 426.79 d' m w TS -FS 1 %. FS -GB 0 3 S A 4,73.- $ A A IG Y a 427.00 FL 424.60 _ _ \ m 35'.3 426.63 11 4 ?9 FS 426.86 m w N - - - - - - - - - - - - _- _ 'It_ M c?A n N FS03 -GB GF- FS 42FS 0 a- 21 42FS00 4� FS o a- 12.64' o = 12.64' 75.07' nf/a-- �EL 424.71 1 1 426.60 STEPS 0 6") 6420 w l Za 0 424.21 1 N 20' co,r 2 N J N a 4 8 CA 't A- ♦'z - w 9 o I I 4z .2 PRODUCT 3 F- PLAN 26 3 W 3.767. c, FF -427.20 20.27' r n Q N a Eno N PE -426.6 4 Oil CN W Nµ 00. V1 I N N A �' � 6 1 N ww \ 1�c2u 7i 4 K a� 8.37% �� r C-41 own 1 N F aN I TW 432.13 '0. 42FA4 N a 5.39,' -n - - ....,-- 1 ' o Q F o ' TF 424 79 0 5gi 119 21 I n - - K I 25 48' A% m �_ m I A. 0 50% 'n I Ilrn d:o I A mai n>� n �n ®� _ I6 cc I I I N N I N J �%�68%`' pp z N M M Zm .._.... , MN7 M N 0' 20' 40' 60' 80' I I I do j o n o rn N c N N �o _ NN K X1011 nNin lm SCALE 1"=20' I I I I 7.67% N JU g b A C I �- �" 20 L I om o� m N II I I �� U I � om X5500 FF (PER GRADING PLAN) - �- II V IC'I �� �?N 5 NNN n PRODUCT 2 0 m m d- F 1 STEP ® 6" ,o c� N ( )PLANA 20' z Z 9 n PE (PER GRADING PLAN) - I - _I II ~3 1 ~ w• I �s 2 62 % 42FS6.30 PE -4255 426..30 2 4 Z og� = C/L OF I I I'0 IO'no I� mqI ' �^ o a o s 29 SWALE IS M N N M N N W �0 C4. d N v,MMN �m n m y o n `FJz 2pq Mby r� N yd�I ^d �� d� NO N L a p WSY� 0 I� `* IU JU I N dN'lJi Q dN-F N=moo 2----- - M v F-�-~ 3gy .s N�=. L' o .' 209, I. .II '� o ~ I I -' 0.50% Lo I - = w � o .. Ak, I K� ---�� F-F- t- I 119. 59' Q oLd po Fl- PER GRADING PLAN 110' I I I 37' 19 _ _PIKE _ PUE M N Y FF=426.20 n -t o a o - 4 18.5' 18.5' 4' d' d- U L <4 o PE -425.6 n N 3' MIN o ~ ED o w + ur EXTENDED FOOTING DETAIL �� IC) x O NTS I I i't, ao� EX. GARDEN WALL --\PROPERTY LINE V"" 'Q a „. 5Q4 „. 1% MIN. 2:1 MAX P/L, R/W 10' P.0B.O.C. .E. 4' SIDEWALK 2% TO 20% 2% 37' SIDE YARD - BLOCK WALL O EXTENDED FOOTING �I1�I-rlII-111- p Q ®ig�Alert � CACI O2 OMIT ONE SECTION A -A FLOWUNE DIAL TOLL FREE TYPICAL EXISTING GARDEN WALL SIDE YARD DETAIL AT WALL 1-800-227-2600 SWALE TO PROVIDE OUTLET WALL FOOTING © WE'S DO NOT EXCEED 1'-0° VERTICAL DIFFERENTIAL) © Copyright 2007 AT LEAST TWO DAYS Oj PROPOSED GARDEN WALL NTS MSA Consulting, Inc. BEFORE YOU DIG DETAILS WALL OPENING All Rights Reserved MIN NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. - EXISTING RETAINING/GARDEN WALL PLANNING ® CIviL ENGwEERING ® LAND SURVEYING PROPOSED AIR CONDITIONING UNIT INSTALL 4" PVC S.D. 34200 BOB HOPE DRIVE ® RANCHO MmAGE ■ CA 92270 LINE IF NECESSARY I -w- - EXISTING WATER MAIN TELEPHONE (760) 320-99U ai FAx (760) 323-7893 37' SIDE YARD - BLOCK WALL w w cc 1-- U) U) w �0 Cc z O oe� I i EXISTING 4" DIA. SDR 35 PERF PIPE 2/ 1 CF OF 3/4" GRAVEL WRAPPED W/ MIRAFI 140 FILTER FABRIC P/L, R/W 3.O.C. 10' P.U.E. 4' SIDEWALK 2% 2% TO 20% E JAPPROVED AND RECOMMENDED FOR APPROVAL BY: TOM DATE BUILDING OF TUNG LA SAFETY DIRECTOR DATE 'COMMUNITY DDEVELOPMENT DIRECTOR GLAS R. EVANS DATE RCEKURT44180 M. ON EXP. DATE 6/30/07 OF SAXON ENGINEERING SERVICES PROPERTY LINE V z C3 2 No n 2 2% MIN, 3' MIN 2' MIN - o 27MIS �� r IIIIIIIIIIIIIIIIIIIIIIIIIIIII�::' II-III III III III 00 2 FL 2% MIN., M\g PATIO CONCRETE LANDING NTS a- III -II GARAGE STOOP CONCRETE LANDING III InITillllll�ll III III Y NTS 6420 PRODUCT 3 PLAN 2B caRacE ]6E. PRODUCT 2 NOTE: PRODUCT 3 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.) FS 1 LEGEND SEE PLAN P/L FS 2= - - - - ------ CITY/COUNTY LIMIT LINE FS 1-0.2 4 PROPERTY LINE IQ SHEA HOMES QF,Q- DATE GROVE TRACT NO. 30023 TRACT NO. 31434 v`v w1a v k+ NTS 4Sbalf-al lvc�loao r.�nole�lealc�l�-,Ir..aIr�IFals�r :C-ilr�r'-=P_ T- •'r7 �, QROFESS/ON (PRIVATE STREET)�P� p. DE t4 �9C�y�, AL NON -LOOP STREET SECTIONS _ 'RINGS DRIVE AND EAGLE CLAW DRIVE Lu 9 2 w � 043880 NTS Exp. 6-30-07 v 01 qTF OF CA\-\FOQ BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIG MARK LMD LOCATION SIGNATURE C43880 DRAWN 1 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, CHECK E THEN 2.0 MILES 'NEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. ,TAD TO 0.33' O EXTENDED FOOTING OF LA QUINTA BUILDING Q R/w EXISTING RIGHT-OF-WAY 77/7Af��'� AND PERMIT. O2 OMIT ONE BLOCK AT-1SWALE FLOWUNE � FLOWLINE OF PROPOSED AT WALL J SWALE TO PROVIDE OUTLET WALL FOOTING © FOR YARD DRAINAGE GUTTER STOOP/PATIO Oj PROPOSED GARDEN WALL TYPICAL SIDE YARD SEE LANDSCAPE PLANS FOR DETAILS WALL OPENING DETAIL /-.\ NTS w w cc 1-- U) U) w �0 Cc z O oe� I i EXISTING 4" DIA. SDR 35 PERF PIPE 2/ 1 CF OF 3/4" GRAVEL WRAPPED W/ MIRAFI 140 FILTER FABRIC P/L, R/W 3.O.C. 10' P.U.E. 4' SIDEWALK 2% 2% TO 20% E JAPPROVED AND RECOMMENDED FOR APPROVAL BY: TOM DATE BUILDING OF TUNG LA SAFETY DIRECTOR DATE 'COMMUNITY DDEVELOPMENT DIRECTOR GLAS R. EVANS DATE RCEKURT44180 M. ON EXP. DATE 6/30/07 OF SAXON ENGINEERING SERVICES PROPERTY LINE V z C3 2 No n 2 2% MIN, 3' MIN 2' MIN - o 27MIS �� r IIIIIIIIIIIIIIIIIIIIIIIIIIIII�::' II-III III III III 00 2 FL 2% MIN., M\g PATIO CONCRETE LANDING NTS a- III -II GARAGE STOOP CONCRETE LANDING III InITillllll�ll III III Y NTS 6420 PRODUCT 3 PLAN 2B caRacE ]6E. PRODUCT 2 NOTE: PRODUCT 3 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.) FS 1 LEGEND SEE PLAN P/L FS 2= - - - - ------ CITY/COUNTY LIMIT LINE FS 1-0.2 4 PROPERTY LINE IQ SHEA HOMES QF,Q- DATE GROVE TRACT NO. 30023 TRACT NO. 31434 v`v w1a v k+ NTS 4Sbalf-al lvc�loao r.�nole�lealc�l�-,Ir..aIr�IFals�r :C-ilr�r'-=P_ T- •'r7 �, QROFESS/ON (PRIVATE STREET)�P� p. DE t4 �9C�y�, AL NON -LOOP STREET SECTIONS _ 'RINGS DRIVE AND EAGLE CLAW DRIVE Lu 9 2 w � 043880 NTS Exp. 6-30-07 v 01 qTF OF CA\-\FOQ BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIG MARK LMD LOCATION SIGNATURE C43880 DRAWN 1 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, CHECK E THEN 2.0 MILES 'NEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. ,TAD TO 0.33' O EXTENDED FOOTING OF LA QUINTA BUILDING 2 _ R/w EXISTING RIGHT-OF-WAY 77/7Af��'� AND PERMIT. O2 CONSTRUCT EXTENDED FOOTING PER - EXISTING CENTERLINE O � -EXISTING PUBLIC UTILITY EASEMENT ® INSTALL 4" PVC S.D. I - - E PROPOSED SWALE FLOWUNE O5 LINE O3 ® 1% IF PER DETAIL ON SHEET 2. © NECESSARY TO CONSTRUCT - - - - - - - - - - EXISTING WEDGE CURB AND GUTTER STOOP/PATIO Oj PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS SECTION C -C -. EXISTING GARDEN WALL - EXISTING RETAINING/GARDEN WALL PROPOSED AIR CONDITIONING UNIT INSTALL 4" PVC S.D. LINE IF NECESSARY I -w- - EXISTING WATER MAIN TO CONSTRUCT -s- - - EXISTING SEWER MAIN STOOP/PATIO -IRR EXISTING IRRIGATION LINE P/L EXISTING FIRE HYDRANT ' EXISTING STREET LIGHT ® EXISTING WATER METER I ❑E EXISTING ELECTRIC JUNCTION BOX EX. GROUND I EXISTING TRANSFORMER 'r FS 2= w EXISTING VAULT FS 1FS 1-0.2 4 SEE PLAN TO 0.343' 3 0 ® 4" CONCRETE DWY / SLAB 2% _ 1% 3:1 1 © 6" CONCRETE DWY / SLAB 4 3' MIN. 2' MIN. C ® C CONSTRUCTION NOTES O7 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. O INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. PLAN 41 THICK P.C.C. GARAGE STOMPATIO SLAB DETAIL NTS CITY OF LA OUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-5 SEQUENCE 15F-2 PRECISE GRADING - LOTS 20-24 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. 6 SHEET 2 S W OF 2 / U SHEETS o-