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MUP 2007-896FWANCE ROW&VA City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFIC�E USE ONLY Case No. Date Recvd. Feell SU - y c X 2 - Related Apps.: -- Logged in by: APPLICATION FOR MINOR USE PERMIT APPROVAL A_ ,/ F--✓ 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 MAILING ADDRESS ��� t�-�lp �&Se�4 I u-..) Phone No.(�l (OD) CITY, STATE, ZIP: l_ �� ( lu 1 -- - C Pr CA Fax No.(--1lpb) PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: L2 c:Ag(D toy -)k �' on, , � Gu l ry�E PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 2 2 2007 OFIA' 6 UWA AI8\Minor Use Permit lu u FEB 2 2 2007 r"1 U ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 11" sheet or folded down to 8%Z" x 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��'�'. (Please Print) SIGNATURE I SIGNATURE OF APPLICAN DATE A�)-' Y � NAME OF PROPERTY OWNER (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. AIMinor Use Permit February 28, 2007 Ms. Gravielita Nieto SFILE Shea Homes Copy 60-946 Desert Rose Dr. La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-896 TRILOGY, TRACT 30023-7, PHASE 1713-2, LOTS 43, 80- CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-896 allowing the construction of a casita at the following location is hereby approved: Lot 43: 81-781 Rustic Canyon Drive Lot 80: 81-784 Rustic Canyon Drive You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for the homes address. It must be signed by the owners in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, 4- ZA ERIC CEJ Assistant lanner c. Building and Safety Department P.O. Box 1504 • LA QUIN'rA, CALIFORNIA 92247-1504 78-495 CALLE 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 81-781 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 owners) 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: LOOT 43, 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. 2007-896); 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 • 9 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/6-hnson Planning Manager City of La Quinta Printed Name of all owner(s) 7 0 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 ? • o?g •0 r7 , before me, , Notary Public, personally y personally known to me or proved to me on the basis o" atisfactory 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 �theN������otary Public . PAMELA S. NIETO Commbelon 0 172,211 Notary Public - California Riverside County My Comm. Expires FoD 2,2011 • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-784 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 29th day of February by Shea Homes, as the recorded owder(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 80, 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. 2007-896); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be . maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions -hereof are irrevocable, except by the written consent of -all parties to the agreement, including the City of La Quinta, a Municipal 'Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, -assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Printed Name of all owner(s) Les JWson Date Planning Manager City of La Quinta ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) n On 49-o D , b fo a me, I�Xa Notary Public, personally appeared personally known to me or proved to me on the basis of tisfa . ry 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 t S. NIETO Commiulon #alon # 1723211 I aNotary Public - California ubllc CaliforniaRlvoralde County s Countywcar m.EwilaFeb2,2011. 2,2011- t .wqpqpwpww Trilogy at La Quinta Construction Phase 17B-2 Seq. # Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. qm Total Livable SF. 1 43 81781 Rustic Canyon Drive 4520C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1943 2 44 81793 Rustic Canyon Drive 4515B Left Left Box Bay @ Nook - 24 sf. 4 ft. Ext. - 103 sf. 1773 3 79 81796 Rustic Canyon Drive 4520B Left Left Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1688 4 80 81784 Rustic Canyon Drive 4510C Right Right Yes - 249 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 120 sf. 1805 Total 7,209 To CLQ on 2/21/07 'ARTIAL SIDES AND REAR ELEVATION 4510-C FRONT ELEVATION 4510-C )F OPTIONAL GASITA WITH OPTIONAL GASITA �.+..._e PARTIAL FLOOR PLAN 4510-C PARTIAL FLOOR PLAN 4510-C wT A' bMA6E D(TB91pN MOR• HOOP AT �J.t� lA41TA9 PMI¢9 i�! SAI!) r� w.w wT ]' 6ArtwbE C%TE)mION IN02� �L'Y.Y Ai � U4iTA9 PRM@5 T1C 1V4) rr ..ro SQ. FOOTAGE GASITA 24q PARTIAL FLOOR PLAN 4510-C rtooa Alen. .O« (OPTION • q&( 4510) • u 1 I I I ........... e�P—I�m SIDES AND REAR ELEVATIONS 4520-C WITH GASITA OPTION """ FRONT ELEVATION 4520-C WITH GASITA OPTION - """""� �_________,_______—_r____ SQ. FOOTAGE CASITAS ' CASITA 355' I Itis i w' BA v I I 1 I I O I OPT. CASITAS -4520- (0P 10N • -164-4530) 0 • CITY OF LA QUINTA I LIMIT LINE CONSTRUCTION NOTES QUANTITY ESTIMATE C (FOR PERMIT PURPOSES ONLY) 1 - OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN LU RESPONSIBILITY TO PREPARE HIS OWN QUANTITY LEGEND 27 LF 2O CONSTRUCT 4" THICK P.C.C. DWY/SLAB. 3,418 SF O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. 2 EA ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 338 SF O INSTALL 4" PVC DRAIN PIPE. 26 LF © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. 129 LF IMPERIAL IRRIGATION DISTRICT w THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER THE GAS COMPANY (760) 323-1851 Z%EPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 0 UNDERGROUND SERVICE ALERT �.®®®�®----- CITY/COUNTY LIMIT LINE 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. I CC THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. PROJECT STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 9. Ila V) 61 st Ave. R/w EXISTING RIGHT-OF-WAY SITE 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN cc- - - - EXISTING CENTERLINE MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 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 - - - EXISTING PUBLIC UTILITY EASEMENT CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT ,Cia 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 15 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 REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN r 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 E PROPOSED SWALE FLOWLINE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT n BE BORNE BY THE IMPROVEMENT SPONSORS. VEt7iE- 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 w 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. I-+ p CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT _ - _ _- _ _ EXISTING WEDGE CURB AND GUTTER SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY N ADJACENT TO PROPERTY BEING DEVELOPED. GRADING NOTES Ln 0 GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM (DPROPOSED BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. !27711-04.03-05-802 DATED: MAY 30. 2003. GARDEN WALL PREPARED BY: EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 760-345-1588. 2. o CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN O 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION SEE LANDSCAPE PLANS FOR DETAILS 4. 0 COUNTY OF RIVERSIDE U DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6- ON THE ENTIRE SITE OR EXISTING GARDEN WALL 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%. 64th AVENUE DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY EXISTING KNEE WALL 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 PROPOSED AIR CONDITIONING UNIT 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 - -w- - - EXISTING WATER MAIN REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE VICINITY MAP 01�' SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE -s- - - EXISTING SEWER MAIN 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, NTS ti 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN -IRR- EXISTING IRRIGATION LINE 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). Op THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION EXISTING FIRE HYDRANT ABBREVIATIONS 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. -�' EXISTING STREET LIGHT BC BEGIN CURVE NTS NOT TO SCALE BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE ® EXISTING WATER METER BCR BEGIN CURB RETURN PE PAD ELEVATION BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER 0 EXISTING ELECTRIC JUNCTION BOX BS BOTTOM OF STEPS P/L PROPERTY LINE CB CATCH BASIN PROP. PROPOSED F -T] EXISTING TRANSFORMER C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT C/G CURB AND GUTTER PVMT PAVEMENT EXISTING VAULT EC END CURVE R/W RIGHT-OF-WAY v ECR END CURB RETURN STA STATION ELEV ELEVATION S.D. STORM DRAIN 04" CONCRETE OWY / SLAB EP EDGE OF PAVEMENT S/W SIDE WALK EX. HP EXISTING HIGH POINT TC TG TOP OF CURB TOP OF GRATE ®� 6" CONCRETE DWY / SLAB FF FINISHED FLOOR TP TOP OF PAVEMENT FG FINISHED GRADE TS TOP OF STEPS FH FIRE HYDRANT TW TOP OF WALL FL FLOWLINE TYP TYPICAL FS FINISHED SURFACE TF TOP OF FOOTING GB GRADE BREAK TRW TOP OF RETAINING WALL OF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE INV INVERT CONSTRUCTION NOTES QUANTITY ESTIMATE C (FOR PERMIT PURPOSES ONLY) 1 ONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY BY OTHERS UNDER SEPARATE PERMIT. 27 LF 2O CONSTRUCT 4" THICK P.C.C. DWY/SLAB. 3,418 SF O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. 2 EA ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 338 SF O INSTALL 4" PVC DRAIN PIPE. 26 LF © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. 129 LF EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY 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. 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 THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD 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 CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER THE GAS COMPANY (760) 323-1851 Z%EPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 6. UNDERGROUND SERVICE ALERT (800) 227-2600 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 FLOWUNES 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�Saf@ly DIG ALERT DIAL TOLL FREE ° 1-800-227-2600 s. 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 117 7J30 1135 IM 1 130 � 10 3e- � 09 PLANNING AREA: 25 )INC & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 ASSESSOR'S PARCEL NO. 764-270-018 THOMAS BROTHERS GUIDE: 1. RIVERSIDE COUNTY 2002 PAGE 5590, GRID E2 H 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. CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. NOTE, Il' SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA SEPARATE PERMITS FROM THE DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK BUILDING AND SAFETY PERFORMED WITHIN THE STATE RIGHT-OF-WAY. DEPARTMENT SHALL BE THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER REQUIRED FOR ALL WALLS. GOVERNING AGENCIES. TOPOGRAPHY SOURCE: THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. HOURS PRIOR TO REQUIRING INSPECTIONS. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING q LAND SURVEYING 34200 BOB HOPE DRIvE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-98ll Is FAx (760) 323-7893 CONSTRUCTION PHASE 175-2 LOTS 43-44 AND 79-80 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 0 v 0 � o 0on IcC w 4G�QC04 �f©©��3�5] CC l 0 ���N � 78 ,r77 �] 3 'So a- 131 4� °�®�a�a a- s � 80 79 � Ry �� SHEET 2 6104 0va- RUSTIC CANYON DRIVE 0 1 �T9 1 !1300 1 41 1 4 2 143 44 146 � c3'5 300 37 SHEET INDEX MAP 0' 100' 200' 300' 400' J SCALE 1"=100' s3o O QPOFESS/pN9` <4Q�vQ� P DE L4 CO J 9 y w ' C43880 `� m °G Exp. 6-30-07 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER U'> 0 / V \ L 1�r TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. 9TF OF CAL\FOQ� NOTE- ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' BENCH P.D. 109-70 ELEV. 27.941 (NAVD2g PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY MARK C43880 sMs 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 SMS FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE CHECK BY 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. JAD FOR PERMITTING PLANNING & ZONING COMPLIANCE [FOR AND RE FOR APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE )INC & 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 H CONSTRUCTION. 2. Il' 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 s CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. Il' SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA 9 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 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 (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 15 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 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. !27711-04.03-05-802 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 REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED i 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 8 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 H CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY 0 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, s 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 9 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 1713-2 - LOTS 43-44 AND 79-80 PRECISE GRADING PLANS - COVER 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 & ®ig j Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. TRACT AC T 0002-7 FU7URE JizsMENCE �77Q 98 FF -432.50 PE -431.9 TW TW 438.13 iR TW 438.13 TRW 432.13 TF TF 430.13 TF(430.13) 23 € s - 431.6 I 430. 31.29 54.54' 431.76 I FS EXISTING Pero Jdoo BLOCK WALL o ,y Ns (TYP.) I� y FF -438 F=4 2.90 PE -432.3 8 Ai 43096 4510 31 FL - PRODUCT 1( 43 0 432.00PLAN 2C FS FF=432.20 C ,I pE=431.6 o-, s Ti; 05% TC 430.05 F TIN 433.1 TF (431.1 4� 1 4 431.08 a BLOCK WALL a o e' � N� (TYP. ) (TYP.) F 0o Ci GF -43200 GARAGE 7 ^FS FL TW 437.84 tA TF (431.17) 4520 s7 8 0=0.2' d. PRODUCT 1 FF�430.70 cm PE -430.1 3 7W 436.80 AV PE 430 8 - B TF 429.46 PROPOSED GARDEN WALL 42 SEE LANDSCAPE PLANS FOR DETAILS Q PE -43260 EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - -w- - EXISTING WATER MAIN TIN 433.1 TF (431.1 4� 1 4 431.08 -w lSTIC CAN ON � 43 FS 431 4520 FL- PRODUCT1 PLAN 3C / WALL F-431.90 A PE -431-3 57.07' 5 PI 44 4 )0 F 4 515 PRODUCT 1 PLAN C FF -431.20 PE -430.6 y 430.00 FL -G8 431.17 4 0 rn � t7 N. a BLOCK WALL AWN BY � N� (TYP. ) (TYP.) 733 5 I • 0 430.19 ® �� 7 ^FS FL 436.5( tA OO ig 4520 s7 8 0=0.2' d. PRODUCT 1 FF�430.70 3o 24PLAN 3B 430.05 PE -430.1 3 7W 436.80 AV PE 430 8 - B TF 429.46 -w lSTIC CAN ON � 43 FS 431 4520 FL- PRODUCT1 PLAN 3C / WALL F-431.90 A PE -431-3 57.07' 5 PI 44 4 )0 F 4 515 PRODUCT 1 PLAN C FF -431.20 PE -430.6 y 430.00 FL -G8 431.17 4 0 rn � t7 N. FJ 1 .vv III• I •- J FS FL (CITY OF LA QUINTA, CALIFORNIA 2 s4 N�p AWN BY 8os R/yY T 24C 8. 6 �� 430.80 FS 436.5( :Ew OO ig 429.17 � O X69 N C4 G � 428.94 �5 TC 428_85 _ _ 9999 _ _ PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS 428.95 _ M FJ 1 .vv III• I •- J FS FL (CITY OF LA QUINTA, CALIFORNIA 2 s4 N�p AWN BY 8os R/yY EXISTING RIGHT-OF-WAY 430.80 FS 436.5( y TF n 429.17 � O X69 N C4 EE EXISTING BLUGK KNEE WALL® EX. KNEE WALL OPENING (TYP.) ® 429.0 (PER SEE EP ARAT A )ALL PIAN EM OHO QOLF COURSE 7E ilk 1501FA FF -44 0.50 PE=429.9 BLOCK WALL (TYP.) BLOCK GRADE EXISTING GOLF COURSE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE (0.50% MIN.) 0' 20' 40' 60' 80' SCALE 1"=20' © Copyright 2007 MSA Consulting, Inc. All Rights Reserved REVISIONS APPROVED J UD MSA CONSULTING, INC. PLANNING ■ CMI, ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRM3 ■ RANCHO MIRAGE' CA 92270 TELEPHONE (760) 320-9811 ® FAY (760) 323-7893 ®QPOFESS/ONq`\ To Fy CO OP m u C43880 m rExp. 6-30-07 \TF OF CA` Fob Ll IlV11 P.D. 109-70 ELEV. 27.941 (NAVD29 , „" ,.,,", .,..,,.,., ,,,. .,,,.�.,, ...,, ",.,.,.,,..,. ,,..,.�. ..,. MARK (43880 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. & ZONING COMPLIANCE m 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 CONSTRUCTION NOTES O1 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. LEGEND (CITY OF LA QUINTA, CALIFORNIA SHEET o AWN BY CITY/COUNTY LIMIT LINE R/yY EXISTING RIGHT-OF-WAY - - - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT 3 U EE PROPOSED SWALE FLOWLINE - _ _ _ - EXISTING WEDGE CURB AND GUTTER Ot PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - -w- - EXISTING WATER MAIN - - -s- - EXISTING SEWER MAIN - -IRR- EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT EXISTING STREET LIGHT EXISTING WATER METER Q EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER EXISTING VAULT 2OL� 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB SMSSIGN BY (CITY OF LA QUINTA, CALIFORNIA SHEET o AWN BY 2 TRILOGY AT LA QUINTA - TRACT NO. 30023-7 N sMs SEQUENCE 178-2 - LOTS 43-44 AND 79-80 °F a ECK BY PRECISE GRADING PLAN 3 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 lJAD PROPERTY LINE Lf 1 L III=III=III-III-111 11- GARAGE STOOP PATIO CONCRETE LANDINGS NTS cY J PROPERTY LINE 5� 5' MIN. 1111 5' MIN. 3' MIN. 2' MIN 4 2' MIN 3' MIN. SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS ®igjAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG P/L SIDE YARD TO 0.: BLOCK WALL � Q� 2% OMIT ONE BLOCK AT-/SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAILn NTS EX. KNEE WALL ® r4 W11 INSTALL 4" PVC S.D. -/ LINE O5 0 17 IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION E -E INSTALL 4" PVC S.L LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO BE EX. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OF FL VARIES PROPOSED SWALE TO PROVIDE OUTLET (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL *AT7 NTS PROPERTY SECTION B -B EXISTING GOLF COURSE KNEE WALL R/&W B.O.C. NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL 37' PAD FUTURE EARTHEN LOT -j DRAINAGE SWALE 0.5% MIN 0 FS 2= S 1 .0.2 4 TO 0.343' S z% 1% 7 3:1 I a 3` MIN. 2' MIN. —> ® v- I E PLAN 4• THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS PROPERTY 2' BENCH ONE BLOCK OPENING SECTION C -C WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL Fa 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 ■ Cnu ENGINEERING ® LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 Is FAx (760) 323-7893 0 Z zoo oao�. ` ci � -J N� p U U oaDU- :c w Q � Q GOLF COURSE GRADE AS NECESSARY INTO EXISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. SECTION D—D REAR YARD COMBINATION GARDEN/RETAINING WALL NTS FF (PER GRADING PLAN) PE (PER GRADING iv a C/L OF SWALE 2p *v. 3, J� 2Wy '44 L 3' MIN ©EXTENDED FOOTING DETAIL NTS ® POFESS/pryq/ �QX9 Fa N. D E C A A0 y D ^m u C43880 m Exp. 6-30-07 s\ OF CA0F�'0�0 WN I:r-r�zlmM31A HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE )ING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES CONSTRUCTION NOTES a. ......... Cl COUNTY LIMIT LINE Ot CONSTRUCT GARDEN WALL PER CITY PE OR FG — — EXISTING CENTERLINE & SAFETY STANDARDS, PE OR FGA L S (SEE PLAN) AND PERMIT. O2 (SEE PLAN) P.C.C. DWY / SLAB. O3 PROVIDE DRAINAGE SWALE OPENING FL 2q, 10 20% ® 2% TD 20q P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN /�AA�AiAA/�% ✓ , Yip �: 017 \..\,.\ MIN. j b T M ° %j�� oY22:1 MIAX 7o EXISTING STREET LIGHT ® 1% MIN. Q EXISTING ELECTRIC JUNCTION BOX 2:1 MAX \. \i SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS ®igjAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG P/L SIDE YARD TO 0.: BLOCK WALL � Q� 2% OMIT ONE BLOCK AT-/SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAILn NTS EX. KNEE WALL ® r4 W11 INSTALL 4" PVC S.D. -/ LINE O5 0 17 IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION E -E INSTALL 4" PVC S.L LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO BE EX. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OF FL VARIES PROPOSED SWALE TO PROVIDE OUTLET (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL *AT7 NTS PROPERTY SECTION B -B EXISTING GOLF COURSE KNEE WALL R/&W B.O.C. NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL 37' PAD FUTURE EARTHEN LOT -j DRAINAGE SWALE 0.5% MIN 0 FS 2= S 1 .0.2 4 TO 0.343' S z% 1% 7 3:1 I a 3` MIN. 2' MIN. —> ® v- I E PLAN 4• THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS PROPERTY 2' BENCH ONE BLOCK OPENING SECTION C -C WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL Fa 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 ■ Cnu ENGINEERING ® LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 Is FAx (760) 323-7893 0 Z zoo oao�. ` ci � -J N� p U U oaDU- :c w Q � Q GOLF COURSE GRADE AS NECESSARY INTO EXISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. SECTION D—D REAR YARD COMBINATION GARDEN/RETAINING WALL NTS FF (PER GRADING PLAN) PE (PER GRADING iv a C/L OF SWALE 2p *v. 3, J� 2Wy '44 L 3' MIN ©EXTENDED FOOTING DETAIL NTS ® POFESS/pryq/ �QX9 Fa N. D E C A A0 y D ^m u C43880 m Exp. 6-30-07 s\ OF CA0F�'0�0 WN I:r-r�zlmM31A HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE )ING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES CONSTRUCTION NOTES a. ......... Cl COUNTY LIMIT LINE Ot CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING — — EXISTING CENTERLINE & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN L S 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. O INSTALL 4" PVC DRAIN PIPE. — EXISTING SEWER MAIN © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. PORTION aM LEGEND t5.let. ivv. utSkIAS�Y a. ......... Cl COUNTY LIMIT LINE R/w EXISTING RIGHT-OF-WAY — — — — EXISTING CENTERLINE — — — — — — EXISTING PUBLIC UTILITY EASEMENT L S PROPOSED SWALE FLOWLINE -- —_ - EXISTING WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE SEE LANDSCAPE PLANS FOR DETAILS C• SEQUENCE EXISTING GARDEN WALL OF EXISTING KNEE WALL Hi PROPOSED AIR CONDITIONING UNIT — — —w— — EXISTING WATER MAIN — —s— — EXISTING SEWER MAIN — —IRR — EXISTING IRRIGATION LINE 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 Q EXISTING ELECTRIC JUNCTION BOX ED EXISTING TRANSFORMER a EXISTING VAULT 4" CONCRETE DWY / SLAB ®7_L 6" CONCRETE DWY / SLAB 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.) rncrnncv urvucn inc uinci.i oVrcnvroiviv yr P.D. 109-70 ELEV. 27.941 (NAVD29 t5.let. ivv. utSkIAS�Y °' CITY OF LA QUINTA, CALIFORNIA SHEET g C43880 L S 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST sIGNATURE DRAWN BY TRILOGY AT LA QUINTA —TRACT NO. 30023-7 m 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 C• SEQUENCE 17B-2 — LOTS 43-44 AND 79-80 OF 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY DETAIL SHEET p 3 u OF AVENUE 50. UAD¢ BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R•7 E., S.B.M. SHEETS