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MUP 2007-911FKMCE rteW co / 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.mly' lit - q I I Date Recvd. 3 �? Fee: • (f Q Related Apps.: Logged in APPLICATION FOR MINOR USE PERMIT APPROVAL A_✓ ?LW 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 UN (Print) MAILING ADDRESS U- AL* -o Oe -&Q -WA -�Q- O rL • Phone No.( -,I lo_U) a111-L9y � 2 CITY, STATE, ZIP: Q �j n 4 C- Pr q aa- '�) 3 Fax No.C-l(-pb) 1'-11 - pod-{ PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: iik' -�=" PROPOSED USE AND/OR CONSTRUCTION (Including operational inform on i� -s r -+ 6e-nA— -'A 0 YDS , �. (V- ) VC LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): A I Minor Use Permit I? SUBMISSION REOUIREMEN ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Departinent 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 discount ed'50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT (Please Print SIGNATURE OF APPLICANT DATE �� Lo I �► 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: A I Minor Use Permit March 26, 2007 Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 P 0 FILE COPY SUBJECT: MINOR USE PERMIT 2007-911 TRILOGY, TRACT 30023-7, PHASE 17C-2, LOTS 119, 121, 122 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-911 allowing the construction of a casita at the following location is hereby approved: Lot 119: 61-567 Toro Canyon Way Lot 121: 61-611 Toro Canyon Way Lot 122: 61-633 Toro Canyon Way You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for the homes address. It must be signed by the owners in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, ERIC C A Assista Planner c. Building and Safety Department P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO • LA QUIN-rA, 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 61-567 TORO CANYON WAY, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 26th 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 119, 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. 2007-911); 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) Plarfhing Manager City;of La Quinta Printed Name of all owner(s) -7/0 7 Date ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) 1 On &" 10-1 before me,, Notary Public, personally appeared pe sonall known to me or proved to me on the basis_ of sa actory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and -acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature oft a Notaryu l Pic HMO MPAW mon 16977% NC*W PUM - Cc tomo RNerslde County My Comm. Expires Oct 16.201 • 0 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 61-633 TORO CANYON WAY, LA QUINTA, CALIFORNIA This'Covenant and Agreement are made and executed this 26th 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 122, 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. 2007-911); 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: - LesPlInson Planning Manager City of La Quinta Printed Name of all owner(s) Date ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On a-) In7 ,before me, Notary Public, personally appeared .,,a Pers nally nown to me or proved to me on the basis of s6gsfactory 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 th Notary Pu lic Ler rnraaw ��r RNerslde County 10mv Comm, Expires Oct 16, 20 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 61-611 TORO CANYON WAY, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 26`h 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 121, 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. 2007-911); 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 W 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) Printed Name of all owner(s) Dated: Les hnson Planning Manager City of La Quinta Y-7/7 Date ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. . STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On *;-"_ 10"I befor me, , -Notary Public, personally appeared p rsonall known to me or proved to me on the basis of s sfactory 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 o the Notary Public PH"w MANW Ca"W"M o 16"796 Notary Mft - caub"W Riverside county 6'MV comm. Expires Oct 16,201 Seq. # I Lot # 1 122 2 121 3 120 4 119 5 83 6 T 84 Address 61633 Toro Canyon Way 61611 Toro Canyon Way 61589 Toro Canyon Way 61567 Toro Canyon Way 61750 Toro Canyon Way 61726 Toro Canyon Way Garage Ext. 4 ft. Ext. - 88 sf. 4 ft. Ext. - 83 sf. Patio Ext 4 ft. Ext. - 88 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 177 sf To CLQ on 3/20/07 Total Livable SF. 1,943 2,464 2,599 2,679 1,688 1,381 12,754 Trilogy at La Quinta Construction Phase 17C2 Plan & Garage Elevation Orient. Driveway Casita Bay Window 4520B Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 5515A Left Left Yes - 290 sf. Box Bay @ MBR - 26 sf. & Nook - 26 sf. 5500A Right Right Excersie Rm - Bay @ MBR - 63 sf. 149 sf. 6505C Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. 4520C Left Left Box Bay @ MBR - 26 sf. 4210C Right Right Box Bay @ MBR - 26 sf. Garage Ext. 4 ft. Ext. - 88 sf. 4 ft. Ext. - 83 sf. Patio Ext 4 ft. Ext. - 88 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 177 sf To CLQ on 3/20/07 Total Livable SF. 1,943 2,464 2,599 2,679 1,688 1,381 12,754 SIDES AND REAR ELEVATIONS 4520-B WITH GASITA OPTION �'"""` 0 FRONT ELEVATION 4520-B WITH GASITA OPTION - - SQ. FOOTAGE I CASITAS- CA51TA 755 I ! I I I I I a I 1 OPT. CASITAS 4520-E (OPTION x1967-4530) "" " PARTIAL LEFT 5515-B 1 PARTIAL FRONT 5515 -B -- PARTIAL RIGHT 5515-B SQ. FOOTAGE GASITA 3qO (OPTION s�g63-5515) FLOOR PLAN ADDENDUM 5515-8 FLOOR AREA ; 210 5O. FT. I -rFll:7i til REAR 6505-c 9 0 RIGHT .6505-C EFT 6520-c SQ. FOOTAGE CASITA 255 FRONT 10505-C DEN ............. FLOOR PLAN 6505-c (OPTION - 19646505) CITY OF LA QUINTA /-CITY/COUNTY LIMIT LINE 9 COUNTY OF IRIVERSIDE VICINITY MAP NTS A00. ABBREVIATIONS 51 LF BC BEGIN CURVE NTS NOT TO SCALE BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE BCR BEGIN CURB RETURN PE PAD ELEVATION BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER BS BOTTOM OF STEPS P/L PROPERTY LINE CB CATCH BASIN PROP. PROPOSED C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT C/G CURB AND GUTTER PVMT PAVEMENT EC END CURVE R/W RIGHT-OF-WAY ECR END CURB RETURN STA STATION ELEV ELEVATION S.D. STORM DRAIN EP EDGE OF PAVEMENT S/W SIDE WALK EX. EXISTING TC TOP OF CURB HP HIGH POINT TG TOP OF GRATE FF FINISHED FLOOR TP TOP OF PAVEMENT FG FINISHED GRADE TS TOP OF STEPS FH FIRE HYDRANT TW TOP OF WALL FL FLOWLINE TYP TYPICAL FS FINISHED SURFACE TF TOP OF FOOTING GB GRADE BREAK TRW TOP OF RETAINING WALL GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE INV INVERT CONSTRUCTION NOTES EXISTING VAULT OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN ®� BY OTHERS UNDER SEPARATE PERMIT. O CONSTRUCT 4" THICK P.C.C. DWY/SLAB. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH, O INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 450 C.Y. TOTAL FILL (RAW): 450 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. LEGEND 51 LF SUCH FIGURES, INCLUDING ALL EARTHWORK 5,681 CITY/COUNTY LIMIT LINE 6 RIW INC. SHALL NOT BE RESPONSIBLE FOR ANY EXISTING RIGHT-OF-WAY SF 26 - - m - EXISTING CENTERLINE LF - - COACHELLA VALLEY WATER DISTRICT - EXISTING PUBLIC UTILITY EASEMENT L EA EM T COACHELLA VALLEY WATER DISTRICT �E- PROPOSED SWALE FLOWLINE IMPERIAL IRRIGATION DISTRICT - - _ _ _ _ _ _ _ _ _ - EXISTING WEDGE CURB AND GUTTER O1 VERIZON PROPOSED GARDEN WALL CABLE S.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 PREPARED UNDER THE DIRECT SUPERVISION OF SEE LANDSCAPE PLANS FOR DETAILS MARK BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS EXISTING GARDEN WALL LMD LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE C43880 EXISTING GARDEN/RETAINING WALL JULIAN A. DE LA TORRE DATE LMD EXISTING KNEE WALL © PROPOSED AIR CONDITIONING UNIT - -W- - EXISTING WATER MAIN - - -�- - 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 O2 �� 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 51 LF SUCH FIGURES, INCLUDING ALL EARTHWORK 5,681 SF 6 EA INC. SHALL NOT BE RESPONSIBLE FOR ANY 404 SF 26 LF m 68 LF 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 ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. m 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 S.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 PREPARED UNDER THE DIRECT SUPERVISION OF 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 T LO EXACTLY 0 LOCATE CTL AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THEONT C RACTOR 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 E OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE NT Q H CONTRACTOR AGREES TOOMPLETE ALL WORK INCLUDING C CL DING 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. trig i Safely ®IG ALERT DIAL TOLL FREE ° 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED I DATE NOTE: 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. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CMI. ENGINEERING ® LAND SURVEYING 34200 BOB -ors DRIVE ■ RANCHO MMAGs ■ CA 92270 TELEPHONE (760) 320-9811 ® FAX (760) 323-7893 CONSTRUCTION PIAS 17C-2 LOTS 837 84 AND 119-122 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 €0311 TRILOGY PARKWAY LA QUINTA, CA 92253 y (760) [ 77-6000 &Mae LOT NO. -\ RG 850 -� PG 117 OT NO. LOT N0. RG 851 RG 849 PG 116 L PG 118 OT NO.RG 852 PG 115 OT NO. RG 855 LOT N0. PG 11 RG 848 �� PG 119 LOT NO. LOT NO. RG 885 UR - RG 847 PG 90 qap Y 20022 PG 120 UENC9 17D LOT NO �9 1. LOT NO. LOT NO. RG 886 RG 846 RG 884 PG 91 PG 121 PG 89 LOT NO. SHEET2 ,ti I LOT RG 8N 0 RG 88 4b m LOT NO. PG 927 IPG 122 O RG 8$3 wli� PG 88 \ j ` LOT NO. LOT NO.�N LOT N0. N i I PG 123 RG 8 7 9@$ RG PG 96 N -� PG 87 LOT NO. RG 843 LOT NO. M -'LOT NO. I o pry Iu 124 �" RG PG 861 RG PG 137 d ._.PJ LO 0. LOT NO. RG 8 9� LOT N0. RG 892 I PG 125 RG 880 PG 97 RG LOT \�<J>® fy o� LOO. T N0. PG 85 �a PG 136 841 T NO. �P LOT N0. I PMS PG 126 PG 84 �w RG 1182 , ��� LOT N0. ��°� PG 135 as LOT NO. �c6w RG 840 LOT NO. a� RG 893 LOT N0. / �_--� aO PG 127 PG 83 PG 98 RG 1183 LOT NO. PG 134 RG 839 LOT N0. LOT N0. PG 128 LOT NO. ,LOT NO LOT NO LOT NO. RG 836 RG 837 RG 877 jRG 87 RG 87 RG 874 �Et�U� LOT NO. I PG 81 PG 80 PG 79 7RAC4 20022-7 PG 131 PG 130 RG 838 PG 82 iSECUIEM 9 17A-1 PG 129 smsy@t a FUT E LOT N0. LOT NO Ems7ma [sxgs H3 TRACT 20022"7 RACT 2®023-7 RG 1184 RG 118 4R -Ci 20028=7 irRAC4 20022=7 ffimAQU"MCE7�-� 1 PG 133 PG 132 2MST 17-72 ffi�CuiPIICs 978 RUSTIC CANYON DRIVE LOT N0. LOT N0. LOT No LOT No. LOT NO. RG 82 RG 827 LOT N0. RG 832 RG 831 RG 829 PG 43 PG 44 LOT NO. LOT N0. RG 833 PG 39 PG 40 PG 42 LOT NO RG 835 RG 834 PG 38 LOT NO. PQM'pURE LOT N0. RG 89 PG 36 PG 37 sJdOs�Tm® RG 830 s�GR-Ciii����' PG 41 'sgQM HCE 18= mlQ® PG 300 PG 35 I �R® 3002s.7 � 9 �79 � G 4 > 98YR ri owe 4-' � 'Q 2 a 1 S _ J - - J \ 7� 44 FOR PERMITTING PLANNING & ZONING COMPLIANCE PPROVED AND RECOMMENDED FOR APPROVAL BY: HARTUNG DATE IDOUGLAS R. EVANS DATE KURT M. SAXON DATE )LNG & 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 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DE13RIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STORM WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE 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. 07711-04.03-0!5-802 DATED: MAY 30. 2003. PREPARED BY: EARTH SYSTEMS SOUTHWEST TELEPHONE NO. 760-345-15£18. 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. S. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE EN71RE 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 EQUIVALE14T 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 KF LL IS SUITABLE FOR THE HE I D USE. SE 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. FOR SEPARATE BUILDING L G P ERMIT (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 QQOFESS/ONgI CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE 8 ti� PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL y 2 P• DE <q v ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. m co m m ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PIAN PREPARATION. THEREFORE, w C43880 m m BASIS OF BEARING: Exp. 6-30-07 LS 2S THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER8'T 0' 1 �. 0 TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. v ��Q d 9TH OF NOTE- ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' CA0 TRILOGY AT LA QUINTA - TRACT NO. 30023-7 BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY MARK BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS LMD LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE C43880 DRAWN BY WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE LMD FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY OF AVENUE 50. JAD FOR PERMITTING PLANNING & ZONING COMPLIANCE PPROVED AND RECOMMENDED FOR APPROVAL BY: HARTUNG DATE IDOUGLAS R. EVANS DATE KURT M. SAXON DATE )LNG & 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 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DE13RIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STORM WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE 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. 07711-04.03-0!5-802 DATED: MAY 30. 2003. PREPARED BY: EARTH SYSTEMS SOUTHWEST TELEPHONE NO. 760-345-15£18. 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. S. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE EN71RE 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 EQUIVALE14T 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 KF LL IS SUITABLE FOR THE HE I D USE. SE 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. FOR SEPARATE BUILDING L G P ERMIT (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 USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD COND11-I0NS 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 CIN INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL y CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY v ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. m IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED m ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PIAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY a 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. rn 0 CITY OF LA QUINTA, CALIFORNIA SHEET L TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 170-2 - LOTS 83, 84 AND 119-122 of 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 & FFS �.30 PE -433.7 a Lq AJ1� (� P iTY-F! OO TW LM TF LS cb� a a Dig Alert DIAL TOLL FREE 1-600-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS TRACT 130020- 7 (FUTURE SEQMEME I o Q 9 ry TW 440.13 _/_ TW (440.13) TF 433.47 7RL%C ,r 300123-77 EMOOTM SEQMEMC E VS -3 \yrn GUEST HOUSES/CASITAS AS SHOWN WERE SUBMITTED FOR APPROVAL UNDER A MINOR USE PERMIT 2007 - APPROVED I DATE I�1f� OM 7- CM co M 't , W ' W lL m. ILS a� a v Y� L) 0 z 0o QL. CK WALL (TYP.) TF 4 1 GF=430.80.68 G� Q a 431.98 TW 43 __440��.1�3�� 1 FF 43�� 123 Ooh N432.10 FF -432.70 00 un PE=432.1 jp� 82 431.22 FF -433.80 FL -GB PE -433.2 G- 4520 4GGE PRODUCT( G � PLAN 3B 431.40 �F FL -HP © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVE. ENGINEERING m LAND SURVEYING 34200 Bos HOPE DRIVE a RANCHO MIRAGE a CA 92270 TELEPHONE (760) 320-9811 m FAx (760) 323-7893 5.01' w o a PER 0 F �EXISTIM'd QL. CK WALL (TYP.) TF 4 1 GF=430.80.68 c • o -rte FS GB a 431.98 TW 43 o TW 437.07 123 r N432.10 FF -432.70 00 un PE=432.1 jp� TO 431.22 b Uii, FL -GB FI FS12 2 0 d 0 4520 4GGE PRODUCT( G � PLAN 3B 431.40 FF=432.30 FL -HP PE -431.7 s v n GF_ -430.80 1�Qz a 4.91 0 FL -GB w a TF 429.74 ) 430.53 N 431.26 FS -GB I GF_ =431.00 GARAGE -w- `O M� TW - s TC 430.37 - - EXISTING SEINER MAIN FL (429.34) 65 1 © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVE. ENGINEERING m LAND SURVEYING 34200 Bos HOPE DRIVE a RANCHO MIRAGE a CA 92270 TELEPHONE (760) 320-9811 m FAx (760) 323-7893 5.01' w o a PER FOR PERMITTING HARTUNG DATE IING & SAFETY DIRECTOR OF LA QUINTA NOTE D AS NECESSARY TO PROVIDE TW 432.41) 430.61) 430.25) TW 432.41 TW 431.74) 3.07 TW 432.41 TF 430.4.1 F 430.41 71.21m TW 432.41 431.0 65.20' TW 432.41 --.. 53.07 431.4 430.8 H.7 0 41 FG 50� O FG (430. FG ky, FG 431.0 FG ) p: 809 TF (430.41) p 6 JF (429.74) Z T Z M SS9 N N I 430.33 N b� � TW 437.07 FL ®j ® 431.68 1 4 37.0 430.53 431.24 TF 429.74 TF FS 2 ) FL -GB Box aAr 7324 FS aav 7302 ^� HAY 7335 � a` 430.97 43FL84 u FL -GB y N� 2 -30.49 FL -GB 0 5� 0 431.80 121 voi I GB o 2 431.2 ,0 FS o 0 431540 5515 120 0 A PRODUCT 2 a31.10 Co o N o PLAN 3A FL -HP 2 5500 430.50 FF -432.00 PRODUCT 2 5 FL -HP 5' 5' 43FS 0 21. PE=431.4 0 r PLAN A 431.02 TW 437.07 'n sr ExEanze RGGM 1 F 430.41 0 5 FF=431.60 70,0 430.505 PE -431.0 i FS -HP Z.,.,, F cV q B c1 TF 4 1 GF=430.80.68 c • o -rte FS GB a 431.98 TW 43 o TW 437.07 FS 2 TF 431 r N432.10 4F 430.,D 437. jp� a 431.22 4 FL -GB FI FS12 2 0 d 0 4520 4GGE PRODUCT( < `-4 PLAN 3B 431.40 FF=432.30 FL -HP PE -431.7 FOR PERMITTING HARTUNG DATE IING & SAFETY DIRECTOR OF LA QUINTA NOTE D AS NECESSARY TO PROVIDE TW 432.41) 430.61) 430.25) TW 432.41 TW 431.74) 3.07 TW 432.41 TF 430.4.1 F 430.41 71.21m TW 432.41 431.0 65.20' TW 432.41 --.. 53.07 431.4 430.8 H.7 0 41 FG 50� O FG (430. FG ky, FG 431.0 FG ) p: 809 TF (430.41) p 6 JF (429.74) Z T Z M SS9 N N I 430.33 N b� � TW 437.07 FL ®j ® 431.68 1 4 37.0 430.53 431.24 TF 429.74 TF FS 2 ) FL -GB Box aAr 7324 FS aav 7302 ^� HAY 7335 � a` 430.97 43FL84 u FL -GB y N� 2 -30.49 FL -GB 0 5� 0 431.80 121 voi I GB o 2 431.2 ,0 FS o 0 431540 5515 120 0 A PRODUCT 2 a31.10 Co o N o PLAN 3A FL -HP 2 5500 430.50 FF -432.00 PRODUCT 2 5 FL -HP 5' 5' 43FS 0 21. PE=431.4 0 r PLAN A 431.02 TW 437.07 'n sr ExEanze RGGM 1 F 430.41 0 5 FF=431.60 70,0 430.505 PE -431.0 i FS -HP 119.21" F cV q B OR TF 4 1 GF=430.80.68 c • o -rte FS GB TN' 4F�L7-�DTF 7022 431.80 o TW 437.07 -� 429.54 FS -G 43F1. FS o 4F 430.,D 437. jp� 431540 TF 430., ^ 31.08' 430.43 s GF=431. AR 0 d 0 431.25 4GGE 1 TW 437.07 TF 429.74 < `-4 FC -GB 431.30 na ^ r FS ^- x430.97 TW "37.07) N s v n GF_ -430.80 1�Qz a 4.91 0 FL -GB w a TF 429.74 ) 430.53 N 431.26 FS -GB I GF_ =431.00 GARAGE -w- `O M� TW FOR PERMITTING HARTUNG DATE IING & SAFETY DIRECTOR OF LA QUINTA NOTE D AS NECESSARY TO PROVIDE TW 432.41) 430.61) 430.25) TW 432.41 TW 431.74) 3.07 TW 432.41 TF 430.4.1 F 430.41 71.21m TW 432.41 431.0 65.20' TW 432.41 --.. 53.07 431.4 430.8 H.7 0 41 FG 50� O FG (430. FG ky, FG 431.0 FG ) p: 809 TF (430.41) p 6 JF (429.74) Z T Z M SS9 N N I 430.33 N b� � TW 437.07 FL ®j ® 431.68 1 4 37.0 430.53 431.24 TF 429.74 TF FS 2 ) FL -GB Box aAr 7324 FS aav 7302 ^� HAY 7335 � a` 430.97 43FL84 u FL -GB y N� 2 -30.49 FL -GB 0 5� 0 431.80 121 voi I GB o 2 431.2 ,0 FS o 0 431540 5515 120 0 A PRODUCT 2 a31.10 Co o N o PLAN 3A FL -HP 2 5500 430.50 FF -432.00 PRODUCT 2 5 FL -HP 5' 5' 43FS 0 21. PE=431.4 0 r PLAN A 431.02 TW 437.07 'n sr ExEanze RGGM 1 F 430.41 0 5 FF=431.60 70,0 430.505 PE -431.0 i FS -HP `1 - 2 119 43 FE 6505 PRODUCT 3 l PLAN 1C FF -431.40 PE -430.8 -� i J � 119.21" :0'&\ ' cV q B OR `1 - 2 119 43 FE 6505 PRODUCT 3 l PLAN 1C FF -431.40 PE -430.8 -� i J � GUEST SUITE 431.02 :0'&\ ' r) � TF 4 1 GF=430.80.68 c • o -rte FS GB -GB ; 7022 431.80 o TW 437.07 -� 429.54 FS -G 43F1. FS o GARAGE FS 6.1 TF 429.74 1 431540 430.70 FL -HP ^ 31.08' 430.43 s 0 d 0 431.25 430.58 FL 3 5V 1 TW 437.07 TF 429.74 < `-4 FC -GB 8j 3 na ^ r FS ^- x430.97 TW "37.07) N s v n GF_ -430.80 1�Qz a 4.91 0 FL -GB w a TF 429.74 ) 430.53 N 431.26 FS -GB I GF_ =431.00 GARAGE -w- `O M� TW - s TC 430.37 - - EXISTING SEINER MAIN FL (429.34) 65 1 vo s4 >6() 437.07 EXISTING FIRE HYDRANT ^ IT L 2 ry^ ,43 N x430.60 FL -1 TC 429.689 TC F 4 1 21 11 EXISTING ELECTRIC JUNCTION BOX Id. EXISTING TRANSFORMER jf0 ° o° ED EXISTING VAULT 429.30 43 A _ 430 03 N -.�_ 430.61 FS I(6r ,,.t N LL ��/ K h -.-- -'"'- FS -GB ®QROFESS/pNgC� 0 0 p. D E L 4 Tog �yn'i J 9 y u C43880 m m Exp. 6-30-07 Q �TF OF CA4�FOQ .._..... _.._... ..._ ..... _. _.. .......... _. ....... .... _--.-.. _. P.D. 109-70 ELEV. 27.941 (NAVD29 C43880 LMD 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 LMD FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY OF AVENUE 50. JAD CONSTRUCTION NOTES & ZONING COMPLIANCE R. EVANS Y DEVELOPMENT DIRECTOR A QUINTA EX. KNEE WALL PER SEPARATE PLAN 4 B� � 1 d 430.50 FL -HP b\ o o. v do 113 FF -432.00 PE=430.4�� &6 '<Wo �QO, t� CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. t� CONSTRUCT 4" THICK P.C.C. DWY / SLAB. Q PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. t� INSTALL 4" PVC DRAIN PIPE. t� CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. APPROVAL BY: DATE KURT M. SAXON DATE RCE 44180 EXP. DATE 6/30/07 SAXON ENGINEERING SERVICES LEGEND ... .®®®®®®® CITY/COUNTY LIMIT LINE 38.50' - EXISTING RIGHT-OF-WAY c • o -rte FS GB s FS -FL _ 429.99 '- N 46 -� 429.54 FS -G - �� - ----- 16.2 63.85 ' _ - FS -FL 11.58' FS -1;L ^ 31.08' 333g• PROPOSED GARDEN WALL O ro TC 430.67 0.646% TC __ 430.27 TC 4 0.05 TC 430.32 - - - TC 429.95 = 24.69' 4 1.0 T -C 2§:84 _ _ _ _ - TC 429.47 T 429.32 EXISTING GARDEN/RETAINING WALL 430.47 TC 429.91 _ (42g,g2) \ _ -w- -s - s TC 430.37 - - EXISTING SEINER MAIN FL (429.34) 65 TC 429.51 T 429.36 EXISTING FIRE HYDRANT EXISTING STREET LIGHT _ ® TC 429.689 TC 429.56 EXISTING ELECTRIC JUNCTION BOX O EXISTING TRANSFORMER ED EXISTING VAULT 0� TC 429.22 ®� 6" CONCRETE DWY / SLAB 29.06) TC 429.18 C6�OROCANYON 16+- T 429.13 - -w--w - W AY - S - - - . (42992) -- O - j- a I MCT 13000213-77 TRACT 130000213-77 FUTURE SEQMEME M-3 3 FUTURE 8L QUEME 1770 ®QROFESS/pNgC� 0 0 p. D E L 4 Tog �yn'i J 9 y u C43880 m m Exp. 6-30-07 Q �TF OF CA4�FOQ .._..... _.._... ..._ ..... _. _.. .......... _. ....... .... _--.-.. _. P.D. 109-70 ELEV. 27.941 (NAVD29 C43880 LMD 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 LMD FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY OF AVENUE 50. JAD CONSTRUCTION NOTES & ZONING COMPLIANCE R. EVANS Y DEVELOPMENT DIRECTOR A QUINTA EX. KNEE WALL PER SEPARATE PLAN 4 B� � 1 d 430.50 FL -HP b\ o o. v do 113 FF -432.00 PE=430.4�� &6 '<Wo �QO, t� CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. t� CONSTRUCT 4" THICK P.C.C. DWY / SLAB. Q PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. t� INSTALL 4" PVC DRAIN PIPE. t� CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. APPROVAL BY: DATE KURT M. SAXON DATE RCE 44180 EXP. DATE 6/30/07 SAXON ENGINEERING SERVICES LEGEND ... .®®®®®®® CITY/COUNTY LIMIT LINE R/w EXISTING RIGHT-OF-WAY - - - - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE - EXISTING WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL EXISTING GARDEN/RETAINING WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - -w- - - EXISTING WATER MAIN - -s- - - EXISTING SEINER MAIN -IRR EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT EXISTING STREET LIGHT ® EXISTING WATER METER EXISTING ELECTRIC JUNCTION BOX O EXISTING TRANSFORMER ED EXISTING VAULT 0� 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 17C-2 - LOTS 83, 84 AND 119-122 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 ® 00 2 N m OF 3 SHEETS PROPERTVV LINE 5 5' MIN. I 1 I 5' MIN. 3' MIN. 2' MIN 2' MIN 3' MIN. PE OR FG (SEE PLAN) I.2q TO 207 \..\ ,� •PE OR FG (SEE PLAN) FL /% TO 20% z 77,777 17 17 MIN. 5� 2:1 MAX 71) 1% MIN. -'/j o 2:1 MAX ' ,\, `%/ SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS PROPERTY 150 LINE 5� VIL 1% MIN.- 2:1 IN:2:1 MAX SECTION D -D RETAINING/GARDEN WALL SIDE/REAR YARD DETAIL (PE'S EXCEED 1'-0' VERTICAL DIFFERENTIAL) NTS P/L EXISTING BLOCK WALL SECTION E -E EXISTING GARDEN WALL SIDE/REAR YARD DETAIL NTS DIgjAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG N0. REVISIONS APPROVED I DATE TO INSTALL 4" PVC S.D. LINE O3 ® 17 IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION F -F INSTALL 4" PVC S.T LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO d TO 0.343' 2% d 3' MIN. P/L J® � 1% 3:1 I MIN. I F PLAN 49 THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS SIDE YARD - BLOCK WALL Q e. OMIT ONE BLOCK AT-/SWALE FLOWUNE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL NTS EX. KNEE WALL 9 EX. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OF FL VARIES PROPOSED SWALE TO PROVIDE OUTLET (SEE PLAN) EXISTING SACK YARD KNEE WALL OPENING DETAIL ®A• NTS PRODUCT 1 PRODUCT 2 NOTE: THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S PLANS FOR FURTHER DETAILS.) P/L, R&W B.O.C. 3T 10' P.U.E. 4' 18.5' SIDEWALK 2% TO 20% T7. 7 (PRIVATE STREET) TYPICAL NON -LOOP STREET SECTIONS TORO CANYON WAY © Copyright 2007 NTS MSA Consulting, Inc. All Rights Reserved .MSA CONSULTING, INC. PLANNING ® CIVIL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRwE a RANCHO MIRAGE ® CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 P/L, R/&W HARTUNG DATE )ING & SAFETY DIRECTOR OF LA QUINTA 2i Nn 2 op 2 MIN II=I I-- - - 111 111__111_ IIIJ11- L 11- GARAGE STOOP PATIO CONCRETE LANDINGS NTS & TONING COMPLIANCE :LAS R. EVANS 4UNITY DEVELOPMENT DIRECTOR OF LA QUINTA EX. KKNNEE WALL ®�C B B OMIT ONE BLOCK AT FLOWLINE OF �, EX, WALL PROPOSED SWALE TO PROVIDE OUTLET FOOTING FL VARIES (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL ®B' NTS PROPERTY SECTION B -B EXISTING GOLF COURSE KNEE WALL 4' �SIDE�WALK� 2q, l 27 TO 20% NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL PAD FUTURE EARTHEN LOTJ DRAINAGE SWALE 0.5% MIN FF 2000 z v x o (PER GRADING PLAN) PE (PER GRADING PLAN C/L OF 0 a o'c 0 s , SWALE 29, tpN. C- z U0 o�0 20y Q. M U 2 0 o lyD� a�0 209 MN. W N ^.i EL W opo FL PER GRADII — — EXISTING PUBLIC UTILITY EASEMENT L 3' MIN ©EXTENDED FOOTING DETAIL NTS ,r�/QROFEssloNq� �Q� � P• D E L q > Fy v� ?v y9m 2 Lo C43880 mm L Exp. 6-30-07 s�gTR OF CA CoQ ..._.... _. _ ... P.D. 109-70 ELEV. 27.941 (NAVD29 .... .... _ .... ... ..._ .......... LMD 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST 043880 DRAWN WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET SIGNATURE FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE JULIAN A. DE LA TORRE DATE LMD 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK OF AVENUE 50. JAD CONSTRUCTION NOTES OVED AND RE APPROVAL BY: DATE 'KURT M. SAXON DATE RCE 44180 EXP. DATE 6/30/07 SAXON ENGINEERING SERVICES PROPERTY LINE z� N I.Mj FF00 +" Illill 5' MIN. II II 3' MIN. 2' MIN t jjj fi( FL PROPERTY LINE I 2' BENCH ONE BLOCK OPENING WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL (D 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. OWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. EX. GOLF COURSE GRADE AS NECESSARY INTO EXISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. LEGEND CITY/COUNTY LIMIT LINE R/W EXISTING RIGHT-OF-WAY — — — — EXISTING CENTERLINE — — EXISTING PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWLINE _ EXISTING WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL EXISTING GARDEN/RETAINING 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 EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER El EXISTING VAULT O2 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB CITY OF LA QUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 17C-2 - LOTS 83, 84 AND 119-122 PRECISE GRADING PLAN BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34. T.6 S., R.7 E.. S.B.M. SHEET 1 N jwi OF ':z 1 SHEETS