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MUP 2007-915rFWANCE ftwMacoft 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. C77— B5 7O ' Date Recvd. Y, 8�. 7 Fee: A75--3 = 2?v Related Apps.: Logged in by: — — APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT t(�ATA� . (Print) MAILING ADDRESS ����-�9 �.C�`- Phone No<(OL)) CITY, STATE, ZIP:_ �� Lj h k al �a- Fax NO.(—ILoC) -1'-11 PROPERTY OWNER (If different): SLa-c' `1 `�— (Print) MAILING ADDRESS: Phone No. CITY, STATE, ZIP: Fax No. PROJECT LOCATION: 1��1Qt-12s5� �c.�1 PROPOSED USE AND/OR CONSTRUCTION (Including operational informatio i �e.- - (��n+� (-'1 c:: -}-� MAR 28 LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): % A I Minor Use Permit L -ti f SUBMISSION REO I FM N'i ❑ 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 OF APPLICANT L--,) y I NAME OF PROPERTY OWNER �Q� (,i �-k DATE (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A 18\Minor Use Permit April 10, 2007 C: M -I C Ms. Gravielita Nieto Sri, Shea Homes E cop 60-946 Desert Rose Dr. 4 r La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-915 TRILOGY, TRACT 30023-7, PHASE 17C-3, LOTS 86, 89, 90 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-915 allowing the construction of a casita at the following location is hereby approved: Lot 86: 61-678 Toro Canyon Way Lot 89: 61-606 Toro Canyon Way Lot 90: 61-582 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 CEJA Assistant Plan er c. Building and Safety Department P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 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 61-678 TORO CANYON WAY, LA QUINTA, CALIFORNIA . This Covenant and Agreement are made and executed this 10th day of April 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 86, 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. 2007-915); 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) Planning Manager City of La Quinta Printed Name of all owner(s) t o? Date 0 -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) Ori -( -d , b or me, , Notary Public, personally appeared personally known to me or proved to me on the basis of k.Itisfactory 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 se , �'l 64� Signature of the Notary Public PAMELA S. NIET0ro;�z 4 COMInklion • 1723211 Notary public - Colllornia Liow Rlawalds County "NOontn. E*FebZ 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 61-606 TORO CANYON WAY, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 10th day of April 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 89, 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. 2007-915); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This Covenant and Agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise 0 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: X Le Johnson Planning Manager City of La Quinta Printed Name of all owner(s) 9//11 /b 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) y On '«'�`7 , bef re me, Nota Public personally Notary , P y appeared JApersonally known to me or proved to me on the basis of s factory 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 se _ Signature of the Notary Public PAMELA S. NIETO i Notary Public #COmminlon�CaZ o?nIo Riverside County MVCM"- EVkftFeb2, 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 61-582 TORO CANYON WAY, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 10th day of April 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 90, 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. 2007-915); 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 by the written consent of all parties to the Municipal Corporation. The City shall provision hereof and the parties agree revoked, modified, or otherwise amender consent of the City first being obtained. the provisions hereof are irrevocable, except agreement, including the City of La Quinta, a have the right to enforce each and every ;hat the Agreement shall not be rescinded, J or changed, without the expressed written 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(,J6Kdson Planning Manager City of La Quinta 7/, t lo -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 441''0efore e, ,Notary Public, personally appearedpersonally known to me or proved to me on the basis of ss ory tisf 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 _ Commission, 1723211 Notary Public. Calllornia t Riverside County M e "yComm, Esp Mftb2, 2011 Trilogy at La Quinta Construction Phase 17C3 Se . # Lot # Address Plan & Garage Elevation Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 1 85 61702 Toro Canyon Way 4515B Left Left Box Bay @ Nook - 24 sf. 4 ft. Ext. -103 sf. 1,773 2 86 61678 Toro Canyon Way 4520C Right Right Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,943 3 87 61654 Toro Canyon Way 4510A Left Left Box Bay @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 120 sf. 1,556 4 88 61630 Toro Canyon Way 4515C Right Right Box Bay @ Nook - 24 sf. 4 ft. Ext. - 103 sf. 1,773 5 89 61606 Toro Canyon Way 5210C Left Left Yes - 266 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 109 sf. 2,455 90 61582 Toro Canyon Way 5320B Right Right Yes - 255 sf. Box Bay @MBR - sf. & 4 ft. Ext. - 83 sf. 2,341 Nook - 26 sf. . Total 11,841 To CLQ on 3/28/07 EAR EL • FRONT ELEVATION 4520—C WITH GASITA OPTION `�"' -________-._______\_T.____ cH SQ. FOOTAGEcnsrtAs 355' --- CA91TA J ---- TM BA s I I I I I O I I I OPT. CASITAS 4520—C (OPTION ngy4-4530) `�""" PARTIAL LEFT 5210-C 0 PARTIAL FRONT ELEVATION 5210-C PARTIAL RIGHT 5210-C SQ. FOOTAGE CASITA 366 FLOOR PLAN ADDENDUM 5210-C FLOOR AREA : 2" SQ. FT. '"°•^'a • ARTIAL LEFT 5320—B PARTIAL REAR 5320—B PARTIAL FRONT 5320-8 PARTIAL RIGHT 5320-8 I I I I I I I I a _ ENTRY " ' g DEN / OPT. _______� I I BEDRM.3 li _ I O BA. -' I CAA ITA II BEDR04ri 2 11 — I d I I d I I I I a Ba I 5Q. FOOTAGE i I CA51TA 75'3 FLOOR PLAN ADDENDUM 5320—E CITY OF LA QUINTA LIMIT LINE CONSTRUCTION NOTES QUANTITY ESTIMATE CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) 1 & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN 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 LU 120 LEGEND O2 CONSTRUCT 4" THICK P.C.C. DWY/SLAB. IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 5,025 SF 0 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 10 EA ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT (800) 227-2600 407 SF 5O INSTALL 4" PVC DRAIN PIPE. THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. 26 Ui wLd ® ®'®�®®�CITY/COUNTY LIMIT LINE 184 1PROJECTF W OS EXTENDED FOOTING 61 s Ave. SITE cc R/w EXISTING RIGHT-OF-WAY LL - - - EXISTING CENTERLINE n - EXISTING PUBLIC UTILITY EASEMENT Li �` o PROPOSED SWALE FL.OWLINE zo ® a . _ , _ _ _ - EXISTING WEDGE CURB AND GUTTER 0 COUNTY OF RIVERSIDE O GARDEN SEEPOSED LANDSCAPE PLANSFORDETAILS 64th AVENUE EXISTING GARDEN WALL H PROPOSED AIR CONDITIONING UNIT - -w- - - EXISTING WATER MAIN VICINITY MAP -s- - - EXISTING SEWER MAIN NTS - -IRR- EXISTING IRRIGATION UNE ABBREVIATIONS SSE EXISTING FIRE HYDRANT BC BEGIN CURVE NTS NOT TO SCALE 0 EXISTING STREET LIGHT BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE 11 EXISTING WATER METER BCR BEGIN CURB RETURN PE PAD ELEVATION BOC BS BACK OF CURB BOTTOM OF STEPS PIG P/L POINT OF INTERSECTING GUTTER PROPERTY Q EXISTING ELECTRIC JUNCTION BOX CB C/L CATCH BASIN CENTERLINE PROP. PUE LINE PROPOSEDEXISTING PROPOSED UTILITY EASEMENT F 7T TRANSFORMER C/G CURB AND GUTTER PVMT PAVEMENT EC END CURVE R/W RIGHT-OF-WAY EXISTING VAULT ECR END CURB RETURN STA STATION ELEV ELEVATION S.D. STORM DRAIN EP EDGE OF PAVEMENT S/W SIDE WALK 2 OCA 4" CONCRETE DWY% SLAB EX. EXISTING TC TOP OF CURB HP HIGH POINT TG TOP OF GRATE 4 Q� 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 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) 1 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. MSA CONSULTING, & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN 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 BY OTHERS UNDER SEPARATE PERMIT. 120 LF O2 CONSTRUCT 4" THICK P.C.C. DWY/SLAB. IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 5,025 SF 0 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 10 EA ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 UNDERGROUND SERVICE ALERT (800) 227-2600 407 SF 5O INSTALL 4" PVC DRAIN PIPE. THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. 26 LF ® CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. 184 LF 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. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 GAS THE GAS COMPANY (760) 323-1851 TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 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. THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. ®igiSafely ®IG ALERT DIAL TOLL FREE 1-600-227-2600 AT LEAST TWO DAYS o BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ND. REVISIONS APPROVED I DATE kle rm. 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 IMSA CONSULTING, INC. PLANNING ® CML ENGINEERING ® LAND SURVEYING ID 34200 BOB HOPE DRnrE a RANCHO MIRAGE ® CA 92270 TELEPHONE (760) 320-9811 ® FAX (760) 323-7893 CONSTRUCTION PHASE 170-3 LOTS ®0 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 FORl SHEA HOMES 60311 TRILOGY PARKWAY LA QUINTA, CA 92253 (760) 777-6000 "OT NO. RG 1180 PG 137 L NTO 0 RG 1181 PG 136 LOT NO. RG 1182 PG 135 LOT NO. RG 1183 PG 134 LOT N0. LO" RG 1184 RG I PG 133 PG ee � �p g® LOT LOT N0. RG RG 900 PG �159W PG 34 a _ LOT NO.1 LOT NO. RG 8361 RG 837 PG 131 1 PG 130 LOT NO RG 84E PG 118 LOT NO. RG 848 PG 119 LOT NO. RG 847 PG 120 LOT NO. R RG 846 PG 121 LOT NO. RG 845 PG 122 LOTAl N0. I RG 844 PG 123 LOT NO. RG 843 PG 124 P LO T NO RG 842 pq PG 125 U LOT NO RG 841 PG 126 LOT NO. RG 840 PG 127 LOT NC RG 83£ PG 12E LOT NO RG 83E PG 129 N0. 8j OT NO. MAE /RG 851 w9wi PG 116 LOT NO. RG 852 PG 1151 PG AFIf LOT NO. ,qN� RG \� PG 90 90 w_" LOT NO. RG 884 PG 89 LOT NO RG 883 PG 88 LOT NO RG 88c PG 87 LOT RG 88 PG 8( LOT N6. RG 877 PG 82 RUSTIC CANYON DRIVE LOT 410 LOT N0. LOT N0. LOT NO. RG 832 RG 831 LOT N0. RG 833 PG 39 PG 40 RG 835 PG 37 G 834PG 38 RG LOT PG 36 ..� �n�B�Rn ® PG SHEET INDEX MAP OT NO. LG 886 PG 91 LOT NO. RG 887 PG 92 LOT NO. RG 891 PG 96 LOT NO. RG 892 PG 97 84 NO. LOT NO. 878 RG 893 83 PG 98 0 00 0 00400- SCALE 00 OTNO� LOT NO. RG 87 RG 874 PG 80 PG 79 LOT , RG 827 RG 82 PG 44 PG 43 O Q('OFESS/ONA` y�Q�v p, DE Cg TO Fy4' w C43880 m BASIS OF BEARING: Exp. 6 -30 -07L -f THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER 8'J C / y 1 �Q TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. qTF OF CA``�_O NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+'500' ""Ilwll P.D. 109-70 ELEV. 27.941 (NAVD29 rncrnnw ulv�cn IHC VIHCL;1 jUV1-HV151UN UP H.G.E. NO. DESIGN MARK LMD C43880 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE LA TORRE DATE LIVIDFROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK OF AVENUE 50. _ JAD PERMITTING PLANNING & ZONING COMPLIANCE PPROVED AND REI FOR APPROVAL BY: d HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE ILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 Y 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 13T 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 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 CIN 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 -OS -802 DATED: MAY 30, 2003. PREPARED BY: EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 750-345-1588. 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 0.507. 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 USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. CITY OF LA QUINTA, CALIFORNIA SHEET TRILOGY AT LA QUINTA - TRACT NO. 30023-7 1 SEQUENCE 17C-3 - LOTS 85-90 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 DigjAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG N0. n HARTUNG DATE DOUGLAS R. EVANS DATE )ING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR OF LA QUINTA CITY OF LA QUINTA 70, '/ IrV U VW� `V LSQ o / �d / 91 C 96 QUEHC E TOM / 8S" TTINF 437.46 D 9 7 TW 440.13 iTYF! 430.80 7F 430.80 43846 F E-429.8 TW 438.6 TVI 438.13 FF=432.90 TW 439.46 TW 439.46 F 433.47 F 431.46 PE -429.8 431.46 TF 431.46 PE=432.3 FF -433.0 F 432.80 TF 432.80 ry0, 8 �)P TQE TW 438.80 TW 438.80 TW 438.80 TW l 46 OTW 431.46 T E Toe �O" TW 437.4 62.93' TOP - TF 431.46 TF 431.46 TF 431.46 /TF (431.46) PE -432 TF 431.46 TQp TOP �, `/ W' Gov / 4• G / FG 431.7 7.27 TF 430.73 TM 438.13 '-- 63.53' ( � 431.7 FG 432.2 432.2 7.18' 57.66' 432.5 TW 438.80 65.21' 433.0 55.00 433.3 TW 439.46 55.00' TW 440.13 42 0.509,' ' E• FG IF (430,13 FG FG FG FG 433.7 FG 433.7 FG FG 433.0 432.70 TF (432.73 ) 431.40 5p% 0.50% TF (430.80) FL -HP 0.50% 0. 0% 0. 07 0.5 TF (432.13 792 , FLFL HF ° 0'50% o TW 438.13 0.50% 0.50% 0. 0%M1 0.50% TW 438.80 N 433.00 // �• �` o /" 431.90 431.69 n 432.20 o FL -HP o eox ear 7324 431-96 FL -HP FL N FG 433.3 �; in 433.40 cv 431.70 w TF 3 0. C114 TF x430.80) FL -HP N TF431.4u C4 FL -HP y / AY >3 - 43 ® 432.70 432.01 433.16 sFS r433.23 >. IST 3� I 2 37 aar n3s 13.03' FS FL o----- FL eAr 7306 431.22 v 431.18 5.3T FS 7.75 ear nG6 �� FS 13.21' FL � v 437.98 v SAY 7335 432.48 qJf 43390 Y PAM '7 PATIO > 10 " I eAY 7335 433.21 432.60 Y MIT FL r 7 J / o / ( 7432.10 2 N FS FL N Y 0 432.57 v n� v w FL o 43 L82 2 43FL78 5 vYN� FS t s� .) O FL { 6 2 V 2 Y RQ Y 432.90 Y o 433.70 D=0.30' o 85 434.10 5320 432.60 8 V FS 2 FS 4520 6 FS Q Fs 89 A PA 4515 7.'(l 87 L433.40 3.40 PRODUCT 1 _ 4515 �I. 84 PRODUCT 2 n � 55210 4510 A A D PRODUCT 1 0 F�434.60 432.70 PLAN 26 PRODUCT 1 PLAN 3C o 433.03 6 � PE -434.0 p 431.99 Y FS FF=432.30 o PRODUCT 2 o PRODUCT 1 * 0 5, PLAN 1B D=0.75' 439.46 Oa FS �1v PE 8.5 d� 0 'I a PLAN 1C 0 7 TW 438.80 0 6 FF=433.90 FL ,� FGE1 FF=434.30 0 0 PLAN 4C PLAN 2A TF 431.46 D=0.10'PE=433.3 d 433.66 pE=433.7 433.01 1 0 / o v 431.92 n n TW 438.13 FF -433.10 o GB F 432.13 6 TF 430.13 432.04E 432.01 E 432.50 432.60 FF•432.80 a=' o F 430.80 i PE -432.5 C) 7' FF=433.60 TW 438.80 433.26 FG -HP 3 FL Rm 0 432F70 w FS'2>T-F4TVF30$113 FS FS PE=432.2 o PE =433.0 NC TF 432.13 1 433.70 FG -HP 433.92 434.70 00 /vim` I I i FS 3 430.94 432.42 N TW 438.13 432.76 N�°6 432.90 433.22 433.40 v N 43FS52 E I Fg FS N1. Q(0 v / I FL FS 7 F 430.80 voi FS FS 432.72 FS FS 6 5 433.96 / I 431.; 7 TiV 438.13 TW 438.80 433.23 3 432.27 433.57 5;440.13 1 'b 1 FS- a- 438.13 431.38 o FS 1 vv FL -GB D=0.24' FS 432.90 FS Tf 32.13 / TW 437.46 µ GB 1F 430.13 F 31 An �3 430. GF=4. 431.40 3 43" 2.5� 1 ltiy �30•a3 FS - F 431.46 31.70 432.24 3 _ / 3 4%88 cAsnA 2 GARAGE ' ` -432.24 FS -TS 431.77 3 F 3 0 FL - FL -GB " 432.48 Y FL INV � 433.10 FL-INV I F1 g2 143 1 432.95 <' GARAGE 7605 431.35 FF=432.80 431.77 432.51 - FS GB 4 \ \ FL 962 -E, v FS -BS FL so 3 TW 438.80 TW 439.46 430:88 FL -GB c0 v PE=x32.2 431.72 FL--TGF FL 3 N 1 TW 438.80 2 LM 2.3C °! STETS CART nsrzA TF 430.80 TW 438.80 .. TF 431.46 a PE=4 FL_C,B GF=x32.20 7965 FL -GB GF=433A GAsrtA Q TF 432.13 FL -GB 37.7 ^r 431 50 GARAGE t-4,. 2 y TF 431.46 >sb4 GF=433.30 0 \ FS- v <' GARAGE 7b05 STEP �°O� - 432.60 4 GF=43250 GARAGE 2 GARAGE o: 'o GARAGE 433.38 \ •� TS - TVf 38.13 GARAGE x' GARAGE 7505 FF=433.90 4' GARAGE 7606 'Lo FS 430.00 'r 6�v o 432.02 FS v, ' \\ 1n 429.49 FS- S cp 2v�-�o - TF 430.80 2 a' cuz+ce 76G6 v PE=433.3 0 4' cAaASe 7e05 ^o, g a� `O rn o / �:J � � 432118 Q \ S_G 429.57 M' .03 0 v rn 431.33 m 432.00 431766 0� y�F.l-- B" J•Y 43558 40 432.46 'n GB a °' 6�FL�G6 'on• Y 2 o n' 3-6" <n FS FL�G6 d o us 2 N \ 430.06 i oo S` FL -GB %m STEPS 0a o v 0D FS 7 431.30 v43 53 3 2 Y cv 43FS18 FS- GB T15 I \ FL -GB o u M 432.58 n v v o �\ d FS -GB 429'97 cv cv v 2 v N FS -FL s FS a ' o FS -GB v 431.33 I - °(KI + _ 57.44' © Fg• 430.52 430.44 430 70 430.81 Y 430.93 431.04 w 4313 38 0 432.7 V 431.61 431.70 431.81 _ FS -Fl FS -GB 42 87 4, FS -BS FS -FL FS- B FS -GB a FS -FL FS -GB -� © FS -GB o � N FS -GB FS -GB (9C� \ \` rn \ TC 429.53 " 8' 65.21' a 55.00' ` 55 - -�' (9 LoTC 4 9.68 - - 2 w 71.93' Tw 8.12' 57. 6' _ \ ` TC 429,35 n -E1 C 429,72 _ __ _ ____ _ _� (- ) _ ___ _ _ _- --- - -- - -- p FL (428.85) (1.008%) GB '� TC 429.98 430:77 430.25 - - - - - TC 430.85 TC -430.96 431.50 TC 431.42 TC 431.62 TC 431 73 7C 431.93 -�C 2 .8 TC 430.35 TC 430.62 TG 429.90 F5. -G6 FS=GB -w -M- -M M- FS -GB M- - M- - -'A- - n - _ - -- �- TC 429.84 TC 430. 9 TC 430.17 Tt 430.42 TC 430.73 TC 430.79 n TC 431.2 TC 431.58 TC 437.85 °� °� \ \ \ \ s s _ '' S FL 429 34 R O CAN 92 O WAY TC 431.22 TC 431.53 1 100 _ i _ _ 144+00 �- 13+00 \ TC 429.13 TC 429.5 (0' 9 7�C 429.68 _ _ - 57 +0 - - 0 - �,.! -- �n s- s- -s- TC 431.73 s- �' \ FL (429.0 FL (429.18) TC 429.84 -s s- - s- ((0.646%) \ TC 429.32 TC 429.51 GB - - FL (429.34)TC 429.91 FL (428.82) - TC 430.67 F(0.646%) - - TC(431.38)- - - - - - - - - - - - - - - - - - - - - TC 43209 - - - - - - TC 430.32 TC 431.03 m _ _- - - - - - - - - - - - - - - - - - _ _ _ _ - M%8 33.38- �Q 24.69' 11.56' -R/w- - - - /a A7a55.0 55.00' v I 63.85' 1 2,0 �� 55.00' 55.00' a 55.00' L i1 CL - v Y � r_•T y v.r Y - 4 r yv `� 30Va oFr- TRACT "30023 T'GVTc33002N- '3CgL .a.iMJf� .i TR1V7 3002 3-7 EXII879MMO 'EQUEHI�E 17C-2 2XI]a S SEQVEE 1 �7 C -1 REVISIONS jMum GUEST HOUSES/CASITAS AS SHOWN WERE SUBMITTED FOR APPROVAL UNDER A MINOR USE PERMIT 2007 - APPROVED I DATE O Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING m LAND SURVEYING 34200 BOB MOPE DRnrE ® RANCHO MIRAGE ® CA 92270 TELEPHONE (760) 2,20-9811 s FAx (760) 323-7893 O 4Q,OFES8/0* Q'4v p. D E t 4 A, Fy�i CS 9m T Lu C43880 m Exp. 6-30-07 14 OF CAO- BENCH AO-BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN MARK C43880 LIVIDLOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN 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 OF AVENUE 50. JAD CONSTRUCTION NOTES 0 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. 0 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. OVED AND RECOMMENDED APPROVAL BY: M. SAXON DATE 44180 EXP. DATE 6/30/07 N ENGINEERING SERVICES CITY OF LA QUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-7 SEQUENCE 17C-3 - LOTS 85-90 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 I m 2 N OF SHEETS a LEGEND ®®®®®®®®®®- CITY/COUNTY LIMIT LINE 0 EXTENDED FOOTING EXISTING RIGHT -OF --WAY R/W - - EXISTING CENTERLINE - - - - - EXISTING PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE - EXISTING WEDGE CURB AND GUTTER 0 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL g =� ® 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 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-3 - LOTS 85-90 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 I m 2 N OF SHEETS a 5' MIN. 3' MIN. 2' MIN -FL 1% M, PROPERTY LINE r oio NI GARAGE STOOP PATIO CONCRETE LANDINGS NTS PROPERTY LINE t1�� 5� 5' MIN. III 5' MIN. 3' MIN. 2' MIN 2' MIN 3' MIN. PE OR FG I I PE OR FG (SEE PLAN) (SEE PLAN) FL 27 TO 207 / 27 TO 20%0.30' i i A� 1% MIN. MIN. F / ' \ FpA1 MAX M 1% MIN. 2:1 SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS DigjAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG N0. 10' P.U.E. 4' P/L, R&W B.O.C. 0NZ Zz- o3w oao� U Z o = (yUV fi 0 a-, a =v~io ' w Ov0 FF (PER GRADING PLAN) PE (DER GRADING PLAN) N C/L OF • 29 S9✓ALE • 0 209 Mq •. 2pg -1 L 3' MIN EXTENDED FOOTING DETAIL NTS SIDE YARD - BLOCK WALL OMIT ONE BLOCK AT FLOWUNE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET -WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAILO NTS PUE TO INSTALL 4" PVC S.D. LINE O5 ® 1% IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION E—E INSTALL 4" PVC S.D. LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO FS 2= /70Y3� 2' 2% a a 3' MIN. P/L �® 1% 3:1 I MINI I E PLAN 4• THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS 37' SECTION B—B NTS P/L, R/&W 4' NOTES SEE WALL PLANS FOR ALL TW, FG, DRAINAGE DETAILS AND TF GRADES FOR EXISTING WALLS. REVISIONS APPROVED I DATE (PRIVATE STREET) TYPICAL NON—LOOP STREET SECTIONS TORO CANYON] WAY NTS © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CPM ENGINEERING ! LAND SURVEYING 34200 Bos Hop$ DRIVE s RANCHO MIRAGE A CA 92270 TELEPHONE (760) S20 -98H m FAx (760) 323-7893 AN) (SEI moll HARTUNG DATE IING & SAFETY DIRECTOR OF LA QUINTA P/L EXISTING BLOCK WALL SECTION C EXISTING GARDEN WALL REAR YARD DETAIL NTS HOUSE OR PATIO (SEE PLAN) F PLAN) 2% MIN. \ >X 7 \/�< PE -0.3'= �L 1% MIN. (SEE PLAN) 2' SECTION D -D REAR YARD BLOCK WALL NTS 4520 PRODUCT 1 PLAN 3B �O QAOFESS/pN9` y�Q D c' C q T09 �yni J 9 y u C43880 n m 1 Exp. 6-30-07 \F OF CAt-�F�O P.D. 109-70 ELEV. 27.941 (NAVD29 uin`v' ourcnv,onnv yr n.uc. INV. MARK C43880 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET JULIAN A. DE !A 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. /L HADJACENT PE VARIES (SEE PLAN) I I FG COMPLIANCE LAS R. EVANS DATE KURT M. SAXON DATE IUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 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. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. LEGEND CITY OF LA QUINTA, CALIFORNIA .r---— CITY/COUNTY LIMIT LINE O5 EXTENDED FOOTING EXISTING RIGHT-OF-WAY R/w LIVID — — EXISTING CENTERLINE — — — —EXISTING PUBLIC UTILITY EASEMENT � < E PROPOSED SWALE FLOWLINE BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. — _ _ — — _ _ - EXISTING WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS —�� EXISTING GARDEN 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 ETI EXISTING VAULT O2 4" CONCRETE DWY / SLAI3 ®� 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 PIANS FOR FURTHER DETAILS.) SIGN BY LIVID BY CITY OF LA QUINTA, CALIFORNIA SHEET oo TRILOGY AT LA QUINTA - TRACT NO. 30023-7 3 LIVID SEQUENCE 170-3 - LOTS 85-90 0 DETAIL SHEET � < BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS