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MUP 2007-932i 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. `b. _ Date : ' I Fee: J � h} Related Apps.: �, 7 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 R -c. c S (Print) MAILING ADDRESS. �QQCM(,Q be& -JZ52, CXt ., Phone No.(�l (CO) '-1-1 ^1-(_0 b F> 2 CITY, STATE, ZIP: 1 _ c4 0 Uj n�± 4 C Pr q '�D- Fax No.(-1LoC) x'1) — 1009 Lj PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: Phone Fax N PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): -�)hcAse_ V8k\ , (�A qLA AI Minor Use Permit SUBMISSION REQUIREMENTS: ❑ Plot Plan, floor paans 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 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 APPLICANTjb (Please Print) SIGNATURE OF APPLI NAME OF PROPERTY OWNER IN 0 DATE (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. AI8\Minor Use Permit CITY OF LA QUINTA +� CUSTOMER RECEIPT* Date: 6/81/87 81 Receipt no: 17784 Description Quantity Aaount 12 P1 MINOR USE PERMIT 1.06 $75.08 Trans number: 77272 MLP #07-932/SHEA HOMES Tender detail CK CHECK 64107184 $75.00 Total tendered $75.00 Total payment $75.80 Trans date: 6/01/07 Time: 14:87:38 *** THANK YOU FOR YOUR PAYMENT roroarowx•�wrorroro�.awrotir►an,'wrororoatiM,rororo�r, FOR INJESTIONS PLEASE CALL 768-777-7150 June 7, 2007 • M 0 Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-923 TRILOGY, TRACT 30023-7, PHASE 18A-1, LOT 94- CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-923 allowing the construction of a casita at the following location is hereby approved: Lot 94: 81-810 La Paz Court You may now contact the Building & Safety Department for your b0iding 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, ,- C_ -. ERIC CEJA Assistant Plan er c. Building and Safety Department P.O. Box 1504 - LA QUIWrA, CALIFORNIA 92247-1504 78-495 CALLF, 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 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-810 LA PAZ COURT, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 7th day of June, 2007 by Shea Homes, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 94, TR 30023-7, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2007-932); 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: LO,/Johnson PVanning Manager City of La Quinta Printed Name of all owners) G/ -7A7 ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 1.1" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On lobefo eT L, Notary Public, personally appeared personally known to me or proved to me on the basis of sa ctory 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. NNTO Commission • 1723211 WN01ary oubft - CalIbmia Riverside County &*CwmbVkwFeb2.2Q11. Trilogy at La Quinta Construction Phase 18A1 :i# Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 1 93 81830 La Paz Court 5515B Left Right Bay @ MBR - 22 sf. & 2,166 Nook - 22 sf. 2 94 81810 La Paz Court 4510C Left Left Yes - 249 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 120 sf. 1,805 3 95 81800 La Paz Court 4515B Left Left 4 ft. Ext. - 103 sf. 1,749 4 96 81790 La Paz Court 6430C Left Left 2,769 5 L 97 81785 La Paz Court 6430B Left Left Patio Ext. - 108 sf. 2,769 otal 11,258 To CLQ on 6/1/07 'ARTOLL SIDES AND REAR ELEVATION 4510-C >F NAL GASITA FRONT ELEVATION 4510-C WITH OPTIONAL GASITA ---- I rr --a PARTIAL FLOOR PLAN 4510-C PARTIAL FLOOR PLAN 4510-C — <. anw. exrvslow tome. woo' nT � uslrny'w.wc *we suss ""—'— nT r 6N exre — more: woor w, elcoe -- wunss _ w �-• •..a PARTIAL FLOOR PLAN 4510-C (OPTION • 4(64-4510) ^-----�--r ---------- - I I CA5ITAS - - - - - I /� I I I I I I I � 1 -------------- I SQ. FOOTAGE GASITA 24q MaMMMI PARTIAL FLOOR PLAN 4510-C (OPTION • 4(64-4510) COUNTY OF RIVERSIDE 64th AVENUE — — EXISTING CENTERLINE _ QUANTITY VICINITY MAP O �--- PROPOSED SWALE FLOWLINE NTS — — -- EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL ABBREVIATIONS SEE LANDSCAPE PLANS FOR DETAILS BC BCC BEGIN CURVE BEGIN COMPOUND CURVE MAX MIN MAXIMUM MINIMUM BCR BOC BEGIN CURB RETURN BACK OF CURB NTS NOT TO SCALE BS BOTTOM OF STEPS P.C.C. PE PORTLAND CEMENT CONCRETE CB C/L CATCH BASIN CENTERLINE PIG PAD ELEVATION POINT OF INTERSECTING GUTTER C/G CURB AND GUTTER P/L PROP, PROPERTY LINE PROPOSED DWY EC DRIVEWAY END CURVE PUE PROPOSED UTILITY EASEMENT ECR END CURB RETURN PVMT R/W PAVEMENT RIGHT-OF-WAY ELEV ELEVATION STA STATION EP EX. EDGE OF PAVEMENT S.D. STORM DRAIN HP EXISTING HIGH POINT S/W SIDE WALK FF FINISHED FLOOR TC TG TOP OF CURB TOP OF GRATE FG FH FINISHED GRADE FIRE HYDRANT TP TOP OF PAVEMENT FL FLOWLINE TS TW TOP OF STEPS TOP OF WALL FS FINISHED SURFACE TYP TYPICAL GB GF GRADE BREAK GARAGE FINISHED FLOOR TF TRW TOP OF FOOTING TOP OF RETAINING 'NALL INV INVERT TSF TOP OF STEEL FENCE — — EXISTING CENTERLINE _ QUANTITY — EXISTING PUBLIC UTILITY EASEMENT O �--- PROPOSED SWALE FLOWLINE (FOR PERMIT PURPOSES ONLY) — — -- EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL BY OTHERS UNDER SEPARATE PERMIT. SEE LANDSCAPE PLANS FOR DETAILS O CONSTRUCT 4" THICK P.C.C. DWY/SLAB, PROPOSED RETAINING WALL LF SEE LANDSCAPE PLANS FOR DETAILS 5,650 SF EXISTING GARDEN BLOCK WALL CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 7 EXISTING RETAINING/GARDEN BLOCK WALL Q5 INSTALL 4" PVC DRAIN PIPE. 350 SF PROPOSED AIR CONDITIONING UNIT CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. —w— - - EXISTING WATER MAIN — S— — EXISTING SEWER MAIN LF EXISTING FIRE HYDRANT EXISTING STREET LIGHT BY OTHERS UNDER SEPARATE PERMIT. EXISTING WATER METER n EXISTING ELECTRIC JUNCTION BOX LF t „ I EXISTING TRANSFORMER F 71 EXISTING VAULT a 4" CONCRETE DWY / SLAB 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES TTY O� LA QUINTA, CALIFORNIA SHEET QUANTITY ESTIMATE O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) L L & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN PRECISE GRADING PLANS COVER SHEET BY OTHERS UNDER SEPARATE PERMIT. BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R,7 E., S.B.M. 2Q CONSTRUCT 4" THICK P.C.C. DWY/SLAB, 112 LF PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. 5,650 SF ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 7 EA Q5 INSTALL 4" PVC DRAIN PIPE. 350 SF lJ CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. 26 LF O CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING 173 LF & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. 20 LF 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. NOTE TO CONTRACTOR- QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 §NER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 THE GAS COMPANY (760) 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR- EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. NOTE TO CONTRACTOR, DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. DOTE: 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. r• ` nG UuNiUUKS SHUVVN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. 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 PREPAR�E]D FOR, 1-1 A 60511 TRILOGY PARKWAY LA QUINTA, CA 92253 (760) 777-6000 423_ ` . `.. '10.--425 425--�^_ —^4z7ppnnqazs��. \ 1 \ to42 1TR1 30022 47 'T RA 3002 47 V(l�l�1�T 30023.7 SEQU NCE 1T7 4 SEQU RICE 170-2 ago E C.170- TRACT 170- LOT NO. LOT N0. OT NO. LOT NO. LOT NO. LOT NO. LOT NO. LOT NO. LOT N0. LOT N0, RG 851 RG 852 RG 853 RG 854 RG 855 RG 856 RG 857 RG 858 RG 859 LOT No. LOT NO. RG 850 pG 116 PG 115 PG 114 PG 113 PG 112 PG 111 PG 110 PG 109 PG 108 RG 860 RG 861 LOT N0. PG 117 PG 107 PG 106 RG 862 PG 105 LOT NO. RG 849 PG 118 LOT NO, RG 848 PG 119 LOT N0. RG 846 PG 121 OT N0. RG 845 �A �PG 12 OT NO.� \\ PG 1 4 � �a OT No. RG 843 A2� PG 12 OT NO. RG 842 PG 125- RG 878 q u PG 83 Hu is/5 PG 80 BASIS OF SEARING: 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' O 4�OFESS(0N�` yQ�v DE 44 )09 0 w C43880 m Exp. 6-30-07 m� V BENCH P.D.101-70 JELEV. 27.941 I PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. MARK C43880 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGESIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON JULIAN A. DE LA TORRE DATE FROM HWY 111, THEN 2.0 MILES WEST ALONG50, 45.0 FEET WEST OF MADISON ST. AND 18 OF AVENUE 50. FUTURE TRACT 30023=7 3120 JIRRIC9 TBA GENERAL NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALT_ BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PIANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. • ! ! J 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. NOTE TO CONTRACTOR, ACCESSIBILITY DETAILS THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING 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 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. NUISANCE WATER DISCLAIMER NOTE - EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. TTY O� LA QUINTA, CALIFORNIA SHEET TRILOGY AT LA QUINTA - TRACT NO. 30023-7LIVIOF L L SEQUENCE 18A-1 - LOTS 93-97a PRECISE GRADING PLANS COVER SHEET u BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R,7 E., S.B.M. SHEETS & FOR PERMITTING TRACT 30023-7EXOSTON(a SEQUENCE VD -3 � PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED FOR APPROVAL BY: c TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE _9 1 BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 " �, �TW (438 13) \ �� T\ " s� QTc �sr \ CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES TW (438.13) FF 430.40 RRW 432.13 �1W _436.SQ - \ , c A2 sR0, < 1%5r, TRW 432.13) PE=429.$ FE=429.$0 -i TF 430.13 r TRW 430.80 _- \ TF 429.46 r PE -429.2 TW (436.80) TW 435.46Ou S A2, 25.55' -- 3 -- _ a�� _ _ �_._ _ TF 428.80 TRW 430.80 TF 428.13 435.46 �97�G \� % 42g \ - A --j 245.38' TF 428.80 TF 4_8.13 7 Tp 9 X �. ry� . - "fit-- =111- £ +- < ..sE� - ;, _r `'`5'�--F„'.k�ns-n. lNN`l\ - FF=433.10 149.03, -_.... -=rte -ar PE -432.6 TW 438.13 TW (438.13) 431.1 55.00 431.1 TW 436.80 55.00' TRW 432.13 TRW 432.13 FG FG TRW 430.80 TW (435.46) TF(430.13)FG 432.3 -� ' FG 430.0 FG 430.0T \ TW 438.13 TF (430.13) 0 % 0.50% TF (428.80) TF (428.13) RW 432.13 430.80 TW 438.80 TW (438.13 FG 432.3 �° N .� FL -HP 429.0 TF 431.46 I TF 431.46 TF (431.46) p \, 43FS30 N FG ems% " 'n 430L62�+ `f \ ~' O `n �� FL s 5�� 430.62 k A cv 5 FL ' \ -'tr- ��� j 09 `� 0 431.50 2 r --6.5c% 0 50% �� cv a �R X38 ��A 6 FS 9 6 429.70 Cs�l� FF=433.60 5 O 13 S D=0.14 �. FL -HP �0 ° ©� PE -433.0 55.5' cyh `1 4 ��Q c20 D=0.30 4515 L=28' o• 430.16 0 0 �^� 4� A ?o < 5 ti 5, L=60 � FS a g 43 PRODUCT 1 0.50% '� s 432.3 0.42 ® 0. 0% • PLAN 113 BAY 7335 PAT (3 7710 �1 FG '� �� 4`' FL -INV 0 429.51 5430.40 T ° 429.5 FL -HP o�q' �{ 6' (t�5 TW 438.80 �O5 �S�F� 431.06 FF=431.70 5 0 FL M FL � �� �c Q 0 TF 431.46 ,> O �O FGBHP PE 431.1 43550 0 2 F' 4 T / 429.28 \ \` ` ' ° 5' BAY 7302 FS BAY 7300 \ \ �s \ �� �� OJ�O O 5.96 43F53204� 431.36 6 1 6 5 5 O O, ®� �, `'� 6 FS -GB D=0.28' D=0.09' o: 428.49 428.52 �`'� \\sR0 6� \ \ cP ® 5 430.2 FL FL g � TW 438.13 �:�,. ¢ �,�o� [x� � F ,� ' ` 4 �� FL -INV r�i L-56 1 -18 5' � 2 � 429.40 s � FG 432.4, Q ���i° `'�0 0 GB PRODUCT 1 ,.� FS > \� �l �. `L' C� �? 429.33 Lo O TF (431.46) �� �o°' Q �y i s ��� TW 436.80 1 430.41 5 FL-INVPLAN 430.40 5' J �` A� ,�.�C� ox \ \ TF 429.46 3 GB FS Q \ x p0 . tK �'� 7 TW 438.13 FL 429.96 FF -430.60 PRODUCT 2 TRW 432.13 �+ 430.36 FG -HP PE=4� 0.0 � `l�g ����� o '� �• o GF T43 4290.46 FL -GB ( 430.23 y PLAN 3� �� 0 `���� cT,`? co o GARAGE s 430.73 430.22 430.15 S_GBFF=429.60 0 1 TW 434.80 \ _ ° PE -429.0 428.29 �n F 427.46 \jam \ i ?,0� W t` 430 IO < FS °' S 429.20 FS o 429.40 3_FA \ \ s n `. 3, g�SB '�?' 0� �, R9 RW 431.46 - ��L-GB TW (436.80) 6B 6 o FS J'cv `'> \ 3• SO Dc F O 'O ° < 5 ri FL- NV 2 Iq 429.40 L 3p • �3 So ,,d;^� TF 429.46 �?TRW 430.80 TW 435.4 429.19 3 FS o O �� O �, o LcNot<�2�'�i TF 428.80 1 D=0.21 FL -GB \ I FF=433.90 0 � �P 0 cV r TF 428.80 q ° 429.26 "c- CART TW 434.80 PE= \ F Q <, �0'�C� E TRW 430.80 429.12 L=8 FS -GB 1.03%4 = 8.24 TF 427.46 1 C� 433.3 c c, o 7 GF 42 - -� `n 0.50% TW 438.13 �v� �' .72 < 429.56' F 428.80 o FL -GB o 428.90 O� ` 429.00 FL -GB x ^f TRW 430.13 GF=430.00 casrA 430.23s -� \ �rz\ 1 pc� ✓ �; FS -F S -FL 7 7964 �N `� 2 .o r' 6' o GARAGE FS -HP \ 431.81 F 430.80 < 5 F��,�� 2 J 4 9. F 428.80 4• GARAGE 7606 o �c \ FL 432.51 3 431.55 <, �6 `v` /" `L 5 5.0 i 429.22 q \ FS FL o^ s06�s/q5� J��y -GB?� �< 54 1 FW 435.46 s FS o 1:16% 5 428.64 0 8 TF 428.80 TIN 434.80 FSF� 0 °g ao' ^ cou u TF 427.46 1 c°'v QOf 5 TW 438.80 ,I,N 431.48 2S 03� c x� rn 48 1 354' �^ < 5 FS - GB bey A TW 435.46 !� 4 4` 41.99 TF 431.46 0 FL -GB T 9 �C ' 08 c`' u o TF 427.46 7.09% / _- n Lo 5 2 c 4 86, Tc 9 3� 5 2 2 M �• u� � FS s o \ s TW 439.46 25.31' o 4 2 �� c 4 `3Q 7 �< 429 �6 < 42 .60 �' o ---- TF 432.80 432.80 432.80 ° 30 S 428 • 2.4 428.1 FS -FL �r426.39 / \ S -FL "8.17 428.13 FS -GB 6.04 \ \ FS FS 2% 4.06%' s 5 8 ;'`_�- r'� o FL -GB t` T�,014 FS -F 9' 1� AO `t ° -+ \ 427.73 s d o $� x, �� 3 432.67 o T 4 c 4 S -GB 426.72 v R, FS-GB431.78 0 0 � FL 429.2 43 39 28)2 lc 4 , g2 , 4 <, FS' F3L7 FS -GB 25 96 �`� x \ �\ I 5 PRODUCT' 3 431.13 � � T T F 42 ! FS TC 430.14 509; C 4 < 42 j 31 TC > { 432.10 4 2.68 PLAN 3R FS \ 42 283 8y <8,ps 427 6.77 23.63 W /� 8 FFm434.30 0o I FL -HP FF -433.00 �� <.430.22 883 9 �� T C 52 TC 427.29 TC 426.2 TC x26.64 8 $y, PE -433.7 � E 432.80 FS -GB - 427 PE�432 4 �� 03 w - - w - - -w =-•-._..�7 F .-426�r �' o 2% FS TC -� w - - L 42 31 0 ik1 5' 23.995 q G �-� TC 427.35 12 ;0 / o% Og FL 426.85 426.85 \ TP �� 0 o w 2 Q 00 � LLJ�0 4295.9 5 �' �2 X29 �$ - - _ 1 1 1 /0�0 /� N FS -FL G --� LA A PAZ COURT l TW 439.46 5 432.6211 < TC 429.28 s - - s - - - 1.808% , �� r3 TC 427.34 % C 426.92 FL 426.42 \ _ TF 432.80 FS r o• FL TC 429.20 TC 428.26 1.713% , GB 426.84 TC 427.31 TC 426.38 TW 440.13 0 0 29' 02 -� o / TRACT �' 00���71 TF 433.47 -� 1 TW 438.13 3.98' 5 .00' m / ���,��� SEQUENCE �I�Q 431.84 F 430.80 22,52 32.60 © G o n o rq FL 0 0.50% ' . • ��- _ _-1 3 I 431.57 3 -- - Tog I FL G�1 0 TW 438.13 ° 84 N �� TF 430.80 ¢ ' ,/ �, PE 434 00/%� LEGEND � CONSTRUCTION NOTES � ���� � CITY/COUNTY LIMIT LINE © EXTENDED FOOTING 0 FF=432.50 oG� �1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING PE -431.9 G� o� & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN Raw EXISTING RIGHT-OF-WAY �( BY OTHERS UNDER SEPARATE PLAN AND PERMIT. TW 44047 pa� 'L 2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. - - EXISTING CENTERLINE TF 433.47 �Q�, s\d Q - - Lo - - - EXISTING PUBLIC UTILITY EASEMENT TW 440.13 U3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. 432.4 � a� _.� TF 433.47 ,.� FG P�� ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. PROPOSED SWALE FLOWLINE INSTALL 4" PVC DRAIN PIPE Q v _ _ _ EXISTING WEDGE CURB AND GUTTER �I v '`� / TW 438.13 �O . 1 PROPOSED GARDEN WALL FF=435.00 ,°n° � TF 430.80 © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. O SEE LANDSCAPE PLANS FOR DETAILS PE -434.4 77 CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING TW 440.13 t' & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN O7 PROPOSED RETAINING WALL TF 433.47 +V fr ? BY OTHERS UNDER SEPARATE PLAN AND PERMIT. SEE LANDSCAPE PLANS FOR DETAILS i EXISTING GARDEN BLOCK WALL �--�- EXISTING RETAINING/GARDEN BLOCK WALL PROPOSED AIR CONDITIONING UNIT - 1 w- - EXISTING WATER MAIN OR 0 0 0 .0 :0 -SCALE 1 "=20' Q�p�FSS/®,yq 34200 BOB HOPE DRrvE m RANCHO MIRAGE m CA 92270 TELEPHONE (760) 320-9811 m FAX (760) 323-7893 @�® N. DE t4 P �y J P 0� m C43880 m Exp. 6-30-07 csj, C V q�F OFsommomingummoom C A1. �FOQ BENCH P.D. 10 ► -70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY MARK 043880 LMD LOCATION 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 LIVID 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. JAID - s- - - EXISTING SEWER MAIN EXISTING FIRE HYDRANT ITt EXISTING STREET LIGHT ® EXISTING WATER METER Q EXISTING ELECTRIC JUNCTION BOX F 71 EXISTING TRANSFORMER EXISTING VAULT 0 4 4" CONCRETE DWY / SLAB 6" CONCRETE DWY / SLAB CITY OF LA QUINTA, • A TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 13A-1 - LOTS 93--97 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 2 OF i 3 Q SHEETS FOR PERMITTING PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED FOR APPROVAL BY: PROPERTY LINE EX. GARDEN WALL F1PROPERTY �;Q\�`a 10'-15' PUE TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE ---I- LINE �SEE PLAN1' BENCH BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 Q CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES 2' MIN. 3' MIN. 5' MIN. I I 4'-5' SIDEWALK 6'-10' PARKWAY I SEEFPLAN CONSTRUCTION NOTES SEE PLAN SEE PLAN FG 11 FF O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING PE SEE PLAN & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN 3' MIN. 2' MIN ' (SEE PLAN) �y (SEE PLAN) BY OTHERS UNDER SEPARATE PLAN AND PERMIT. 5' MIN. J20' MIN. I 27 MM�N /\ \\9�y7,7 \ a INSTALL 4" PVC S.D. /, �2 CONSTRUCT 4" THICK P.C.C. DWY /SLAB. 3' MIN. 2' MIN 2' MIN 3' MIN. \\\ \�\\�\/ / \ /n. \ \/ LINE IF NECESSARY O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. TRW(SEE PLAN) PE OR FG I FUTURE B.O.C. I //\//�\/\ /' �\ \/�\'\\ TO CONSTRUCT ®CONSTRUCT 6" THICK P.C.C. DWY APPROACH. RETAINING (SEE PLAN) FF WEDGE CURB I �, / //\\\` �j \ 0 o STOOP/PATIO 0 PORTION FL 2% \\/\\\\� o W 5 INSTALL 4 PVC DRAIN PIPE. z g PE OR FG TO 20% ,. /\/ \ /\/ m P/L � 2%, . / ,\/�� /\//� ©CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. iv r�i FL (SEE PLAN) �\ \\\\ ,.\ .\ /� /� o i\\ FF � 0 2 MSN JFtF FLI �� _�\\\\�\�/�/\/�/�CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA {3UILDING 1% \ 1 % MIN. & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN 2% MIN 2•.1�'2q°TO 20% ; . 2:1 MAX SECTION D -D BY OTHERS UNDER SEPARATE PLAN AND PERMIT. '' '7==\ ,� �,/�./ moi' \� �, NTS I • III=11 I=111=1 fill I-1 I I-1T_I 1 1 1 1 1 1 1 I, 1I I I i I! III III= .\ ... •� 1- 1 .. 1% MIN. C9 FS 1 2:1 MAX 4.3 'i' FS 2= SEE PLAN P/L Y4 FS 1-0.2 a FS 2= .•� : I Z FS 1TO 0.3 ' S ® FS 1-0.2 2 SEE PLAN TO 0.33' SECTION D®D 2% - 3% I 2%_ EXISTING RETAINING/GARDEN WALL REAR/SIDE YARD DETAIL GARAGE STOOP CONCRETE LANDING (PE'S EXCEED T-0" VERTICAL DIFFERENTIAL)P/L a NTS NTS ��,� P� INSTALL 4" PVC S.D. W/ SWALE CONDITION HOUSE OR PATIO LINE Q® 1% IF (SEE PLAN) MINIMUM 20' NECESSARY TO CONSTRUCT Z VARIES -SEE PLAN i STOOP/PATIO M �y ADJACENT SECTION CBC N n 2 o PE VARIES 2 (SEE PLAN) FF o� 2`-� F 3' Z�� FF FG 2% MIN. (SEE PLAN) FG ' (SEE PLAN) PE -0.3'= �N (SEE PLAN) FL -HP '1%- �ONX -I - 2�j MIN 1% MIN . (SEE PLAN) GARAGE STOOP PATIO PLAN SECTION E -E 4•® THICK P.C.C. GARAGE CONCRETE LANDINGS TYPICAL REAR YARD GARDEN BLOCK WALL STOOP/PATIO SLAB DETAIL NTS NTS NTS PROPERTY LINE Q�. PROPERTY LINE Q I 5' MIN. 5' MIN. 45' 45' 55' s4 64' 3' MIN. MIN 2' MIN 3' MIN. FF (PER GRADING PLAN) �Y "'S � ]]10 � :77737'- 2' �r ]3� TRW T_ 5' MIN. I i I 5' MIN. (SEE PLAN) PE OR FG FUTURE v7 4 PE (PER GRADING PLAN) -_ - RETAINING (SEE PLAN) FF z z 5515 3' MIN. 2' MIN 2' MIN 3' MIN. FL ,> - C/L OF 4510 4515 PORTION � zzc� PRODUCT 2 PE OR FG 2q, TO 20% oo a o .< `� 29 SWALE PRODUCT 1 PLAN 36 6430 6430 (SEE PLAN) \'` \\\� , < /� ' u _j 2p9 M'/N PLAN 2C P PULAN 113 1 PRODUCT 3 PRODUCT 3 FF FL z\\/\\��\/�\ �= o qk o PLAN 3B PLAN 3C 1 % MIN. z v 2 ' 2q TO 209; v 09 N. '►�I*�' 2:1 MAX o �°� PE OR FG I i PE OR FG /� \\� \ ��i�/� o � Mq C (SEE PLAN) (SEE PLAN) FF j� \ �- /% /�., i\ \' o = � o FF FL Ld 2qa TO 20% \ ,�\\�\\��� 6 12� �\ \Fop c�� o �o FL APER GRADING PLAN C / // O ///.\///.\� A CT u 29; TO 20q ° 1 % MIN. GARAGE 96. / /. 'Y / ti c \. .\��\,,\ ,\ \� 2:1 MAX L GARAGE GARAGE W'r cwr �./ � , /� \ T z /i../i,./i,./i � 3' MIN .• � �6 GARAGE MIN F \ �iFiQ F� 1% MIN. o 2:1 MAX \< EXTENDED FOOTING DETAIL 2:1 MAX\ ��% �SECTION E®� © NTS EXISTING RETAININGIGARDEN WALL REAR/SIDE YARD DETAIL (PE'S EXCEED 9'_D" VERTICAL DIFFERENTIAL) SECTION A -A NTS TYPICAL GARDEN WALL SIDE YARD DETAIL PRODUCT 1 PRODUCT 2 PRODUCT 3 NTS SIDE YARD wQ\g� PNOATTHEN. DEPTHSPRODUCT, WIDTHS AND APPEARANCESWN HERE ARE TO LECT MAY VARY BLOCK WALL Q�vQ DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S P L, PLANS FOR FURTHER DETAILS.) R/&W R/W & B.O.C.B.O.C. 10' P.U.E. 37 10' P.U.E. 4 18.5' 18.5' 4' SIDEWALK SIDEWALK I XW I�F Q �II.;gX 2% TO 20% 2% 2%_ 2% �2% TO 20% ? k� QQ' -, _2% 3 MEWIf a—� n �u Ni iu i 11 -fin � ° ^--i OMIT ONE BLOCK AT SWALE FLOWLINE AT WALL (PRIVATE STREET) SWALE TO PROVIDE FLOWLINE OF OOUTLET WALL FOOTING TYPICAL NON -LOOP STREET SECTION FOR YARD DRAINAGE TULARE LANE AND LA PAZ COURT TYPICAL SIDE YARD WALL OPENING DETAIL NTS NTS O Q�OEE88O/V 14,oCO <7-z' wv C43880 9 m DIAL TOLL FREE NOTE' Exp. 6-30-07 ��00�227�2600 SEE WALL PLANS FOR ALL TW, FG, DRAINAGE o �® �' 0 Copyright 2007 �` V AT LEAN TWO DAYS DETAILS AND TF GRADES FOR EXISTING WALLS. ASA a Consulting, (ting, Inc 9TH m Mm 0 `✓A�-��o�� BEFORE YOU DIG MSA �T BE(�ICI••I PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY ��°°++ r QUINTA, CALIFORNIA SHEET N0. REVISIONS APPROVED DATE A CONSULTING, INC. MARK P.D. 109-70 ELEV. 2�.9�� (NAVD29 LMD l./�TY OF LSA �aiU�1VTA� C�1OR G4388O PLANNING ■CIVIL ENGINEERTNG LAND SURVEYINGDRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE OF WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE LVID SEQUENCE 13A-1 - LOTS 93-97 34200 Bos HOPE DRYvE m RANCHO MIRAGE a CA 92270 FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE CHECK BY 3 TELEPHONE (760) 320-9811 m FAx (760) 323-7893 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH DETAIL SHEET 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