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MUP 2007-886City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 I� APPI o �n FFB 0 9267 L OFFICE USE ONLY Case No M ,J P O -7 - -9 Date Rcvd. Z - S -O% Fee: 'Z Z S • " Related Apps.:.tr- 72t -V2.3 Logged in by: 1;WN- 0R MINOR USE PERMIT APPROVAL 1V %.9G -� 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. C�YdVle�ta APPLICANT t�' N' wo It -eA d + C (Print) MAILING ADDRESS �- OT LILR Phone No. (00) --1-1 CITY, STATE, ZIP: _ �, OUj l" , j Fax No.0-l(pb) `11 — �0o�� PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: �Q��-�Q :�±� � -?n_1 dtl- � Gu't r x� PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.):- �1u S e t "1 Pr Z-- ( C)A S : � b A18\Minor Use Permit SUBMISSION REQUIREME S ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/Z" x 11" sheet or folded down to 8'/z" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT,A�8r (Please Pri t SIGNATURE OF APPLICAN � DATE L ICA NAME OF PROPERTY OWNER "69ne-s (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 February 16, 2007 • • Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. COPY La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-886 eFILE TRILOGY, TRACT 30023-7, PHASE 17A-2, LOT 131, 130 8, 31 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-886 allowing the construction of a casita at the following location is hereby approved: Lot 31: 81-637 Rustic Canyon Drive Lot 130: 81-712 Rustic Canyon Drive Lot 131: 81-700 Rustic Canyon Drive You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for the homes address. It must be signed by the owners in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, u ERIC CEJA Assistant Planner c. Building and Safety Department P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 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 81-700 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 16th day of February 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 131, 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. 2007-886); 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) P� j a7 Date 17J 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 kmfl _ before me Notary Public, personally appearedact ° persorAlly known to me or proved to me on the, basis of satiWactory 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, Qa Signature of te Notary Pulblic GonrNptor� .169779%6 Nota►► nuc - calub" o Rwomwe count' 84*8s Oct 16, 201 • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 0 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-712 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 16th day of February 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 130, 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. 2007-886); 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: A Les JdKrison- Planning Manager City of La Quinta Printed Name of all owner(s) Z/L/ 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 a/149Lbol, before me, '01 , Notary Public, personally appeared bersonaWy 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 of t e Notary Pu lic 0 Pllnus wiNl�r Can�rowon.• 16416 • Nowy k*ft - Cawnao Rlvef3lde County MyComm. Ex" Oct 16,201 • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-637 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 16th day of February 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 31, 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. 2007-886); 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) J Planning Manager City of La Quinta Printed Name of all owner(s) 4/7 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 @/14 Jc1.00n , before me, Notary Public, personally appeared ma"'& a**A.- bers—onalFknown to me or proved to me on the basis of s6Aisfactory evidence to be the person(s) whose names) 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 t e Notary Olic . vMw CorrorY�lon.I16 7 Noeay �e - cw6lr o nnycon m. SONO 6.2o� Trilogy at La Quinta Cnnctmr_tinn Phncp 17A-9 Seq. # Lot # , Addrie Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 1 131 81700 Rustic Canyon Drive 5505A Left Left Yes - 247 sf. Box Bay @ MBR - 26 4 ft. Ext. - 83 sf. Patio Ext. - 315 sf. 2,094 2 130 81712 Rustic Canyon Drive 6505C Right Right Yes - 255 sf. Box Bay @ MBR - 26 2,679 3 30 81625 Rustic Canyon Drive 4515B Right Right Box Bay @ Nook - 24 4 ft. Ext. - 83 sf. 1,773 4 31 81637 Rustic Canyon Drive 4520C Left Left Yes - 255 sf. Box Bay @ MBR - 26 4 ft. Ext. - 83 sf. 1,943 5 32 81649 Rustic Canyon Drive 5505C Right Right Box Bay @ MBR - 26 4 ft. Ext. - 83 sf. Patio Ext. - 315 sf. 1,847 10,336 Total -Now -Now To CLQ on 2/8/07 V FEB - 8 2007 .,nNrA CCrv7114UNITY DEVELOPMENT DEPARTMENT 10„11 I„IM, IIOI 11 L TIAL RIGHT SUPER GASITA PARTIAL TAFRONT 5505-A OPT. GASI"""•` PARTIAL LEFT 5505-A OPT. GASITA PARTIAL RIGHT 5505-A OPT. GASITA pp CCSCNE r FEB - 8 2007 ..� I r v, LA jUIN (A �FyELCPMENT Ij�D3nY� _PIS I � I I l T -- I I I I � I I I `\ I BEDROOM I2�DERJ OPT. BEDRM 3 I I I I I I I I I I \ \I I I 1 I I I I O I I y CASI�fA I y I I I § I I I I I I y I 1 ---- -- ` --- -- SQ. FOOTAGE GASITA 24'? FLOOR PLAN ADDENDUM 55' OPT. GASITA FLOOR AREA : 217 50. FT. (OPTION 71960-5505) I 1 � I BEDROOM 12 I I I I I I I I 1 I I I I 1 y SUPER CA51TA I II I I I y I I I y I I I y I I SQ. FOOTAGE CASITA 741 FLOOR PLAN ADDENDUM 55 OPT. SU PER GASITA (OPTION .7527-55c FLOOR AREA : 241 50. FT_ • i v - _rrilii 1 REAR 6505-C RIGHT 6606-C LEFT 6520-C SQ. FOOTAGE CASffA 255 FRONT ------------ opnONAL DOOR 4-ir- CA51TA5' T ----------------- FLOOR PLAN (OPTION • 19646505) NOW cul i 11 SIDES AND REAR ELEVATIONS 4520-C WITH GASITA FRONT ELEVATION 4520-C WITH GASITA OPTION ""'"'P .________—_______—_ r____ SQ. FOOTAGE CA$RA9 GASITA 255' I I y; BA I I 1 I I O I I I I OPT. CASITAS 4520-C (OPTION ° ,,64-4520) ���•� 0 CITY OF LA QUINTA CITY/COUNTY LIMIT LINE FG Ir I UP UP FINISHED GRADE TS TOP OF STEPSEN7 TOTAL FILL (RAW): 375 C.Y. QPOPESS/O,yq! FEB - 8 2007 PER LOT FROM TRENCHING AND DETAILED GRADING. LEGEND FIRE HYDRANT TW TOP OF WALL PROJECT CII Y0i�WATA ° NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY in FLOWLINE TYP TYPICAL UTILITIES CC MUNITV DEVELOPMUff SITE (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT FS FINISHED SURFACE TF TOP OF FOOTING 1 DEPARTMENT ®®��®®---- CITY/COUNTY LIMIT LINE GAS THE GAS COMPANY (760) 323-1851 GB GRADE BREAK TRW TOP OF RETAINING WALL CABLE T.V. TIME WARNER CABLE 161st UNDERGROUND SERVICE ALERT (800) 227-2600 GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE All Rights Resa _ NOTE- ALL ELEVATIONS ARE MEAN SEA INV INVERT Ave.w BENCH P.D. 109-70 ELEV. 27.941 (NOVD29) © EXTENDED FOOTING ESTIMATE MARK (FOR PERMIT PURPOSES ONLY) OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING DRAWN BY R/W - EXISTING RIGHT-OF-WAY & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN it WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, BY OTHERS UNDER SEPARATE PERMIT. 41 LF - - - EXISTING CENTERLINE CONSTRUCT 4" THICK P.C.C. DWY/SLAB. 5,140 SF O3 PROVIDE DRAINAGE SWALF 'ENING PER DETAIL ON SHEET 2. LL 6 EA 4 OCONSTRUCT 6" THICK P.C.C. DWY APPROACH. 420 SF Q5 INSTALL 4" PVC D:'MN PIPE. 26 LF © - - EXISTING PUBLIC UTILITY EASEMENT 119 LF Z n & SAFETY STANDARDS, A STRUCTURAL ENGINEERS DESIGN (n 21 LF xF' p G PROPOSED SWALE: FLOWLINE a _ _ _ - EXISTING WEDGE CURB AND GUTTER ® COUNTY OF RIVERSIDE V 0 IPLANSLFOR SEEPLANDSCAPE DETAILS AVENUE Q PROPOSED RETAINING WALL 64th EXISTING RETAINING/GARDEN WALL EXISTING GARDEN WALL "--�� VICINITY MAP Jokrcx EXISTING KNEE WALL NTS H PROPOSED AIR CONDITIONING UNIT ABBREVIATIONS -w- - - EXISTING WATER MAIN -s- - - EXISTING SEWER MAIN BC BEGIN CURVE NTS NOT TO SCALE BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE -IRR- EXISTING IRRIGATION LINE BCR BEGIN CURB RETURN PE PAD ELEVATION BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER EXISTING FIRE HYDRANT BS BOTTOM OF STEPS P/L PROPERTY LINE CB CATCH BASIN PROP. PROPOSED EXISTING STREET LIGHT C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT C/G CURB AND GUTTER PVMT PAVEMENT EXISTING WATER METER EC END CURVE R/W RIGHT-OF-WAY ECR END CURB RETURN STA STATION Q EXISTING ELECTRIC JUNCTION BOX ELEV ELEVATION S.D. STORM DRAIN EP EX. EDGE OF PAVEMENT EXISTING S/W TC SIDE WALK TOP OF CURB D EE EXISTING TRANSFORMER HP FF HIGH POINT FINISHED FLOOR TG TOP OF GRATE vv EXISTING VAULT FG Ir I UP UP FINISHED GRADE TS TOP OF STEPSEN7 TOTAL FILL (RAW): 375 C.Y. QPOPESS/O,yq! FEB - 8 2007 PER LOT FROM TRENCHING AND DETAILED GRADING. FH FIRE HYDRANT TW TOP OF WALL ESTIMATE CII Y0i�WATA O� NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY FL FLOWLINE TYP TYPICAL UTILITIES CC MUNITV DEVELOPMUff IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT FS FINISHED SURFACE TF TOP OF FOOTING (760) 398-2561 DEPARTMENT (760) 398-5854 GAS THE GAS COMPANY (760) 323-1851 GB GRADE BREAK TRW TOP OF RETAINING WALL CABLE T.V. TIME WARNER CABLE 4 O� UNDERGROUND SERVICE ALERT (800) 227-2600 GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE All Rights Resa _ NOTE- ALL ELEVATIONS ARE MEAN SEA INV INVERT MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NOVD29) CONSTRUCTION NOTES QUANTITY ESTIMATE MARK (FOR PERMIT PURPOSES ONLY) OCONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING DRAWN BY 34200 BOB HOPE llRm m RANCHO MIRAGE ■ CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN DATE LMD,VH WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, BY OTHERS UNDER SEPARATE PERMIT. 41 LF THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF O CONSTRUCT 4" THICK P.C.C. DWY/SLAB. 5,140 SF O3 PROVIDE DRAINAGE SWALF 'ENING PER DETAIL ON SHEET 2. 6 EA 4 OCONSTRUCT 6" THICK P.C.C. DWY APPROACH. 420 SF Q5 INSTALL 4" PVC D:'MN PIPE. 26 LF © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. 119 LF OCONSTRUCT RETAINING WAI' PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, A STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPA_..E PERMIT, 21 LF ■ T a _ ,I FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 375 C.Y. TOTAL FILL (RAW): 375 C.Y. QPOPESS/O,yq! THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. �o NOTE TO CONTRACTOR- QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 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. NOTE TO CONTRACTOR, DRAINAGE INTEGRITY THIS GRADING PIAN 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 OIG ALERT DIAL TOLL FREE 1-800-22 -2U®® AT LEAST TWO DAYS a ` BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED I DATE 4" CONCRETE DWY / SLAB 6- CONCRETE DWY / SLAB IN ,... r• , • R R f. . �. R. R &77774 EL- 7171d I M CONSTRUCTION PHASE 17A-2 LOTS 30-32,130 and 131 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN PREPARED FOR, SHEA HOMES 60311 TRILOGY PARKWAY LA QUINTA, CA 92253 (760) 777-6000 I, II III I �I > w 26 -SHEET 2 >a (I 1 �R;?8 8shF3 � FrNJsI'MW� 131 130129 Q2, -L 20 SHEET 2 RUSTIC CANYON DRIVE a(B 37 330 00 Fu-' unis FFu'TUN �M4 L3�s 170 7m, CT aco 17 17A-3 SEQU 30 31 32 air`-_ _ ,--437 L SHEET INDEX MAP 00 00 0 00 SCALE 1 •0 AI /1T C. 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. 0 APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE )ING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES 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 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 CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VAI 'r) FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPR' TENT SPONSOR SHALL BEAR ALL COSTS ')CIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT _.dTED TO, DESIGN AND IMPROVEMENT COSI 0 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 P_nUIREMENT APPLIES TO ALL SIDEWALK LOC -O IN PUBLIC RIGHT OF WAY ADJACENT TO PROPEI BEING DEVELOPED. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30 200 PREPARED BY: EARTH SYSTEMS SOUTHWEST TELEPHONE NO. 760-345-1588. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12, LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB S1TE 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 m 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 u ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED i 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 INSPEC0 TION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. cy CITY OF LA QUINTA, CALIFORNIA SHEET h SHEA HOMES TRILOGY - TRACT NO. 30023-7 1 � CONSTRUCTION PHASE 17A-2 - LOTS 30-32, 130 AND 131 OF o PRECISE GRADING PLANS - COVER SHEET v BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.63., R.7E., S.B.M. SHEETS QPOPESS/O,yq! �o p D E L4 ro9 Fy�l ��Q v m c's m w C43880 m °C Exp. 6-30-07 x BASIS OF BEARING:t © Copyright 2007 THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER _ o/ V 9P MSA Consulting,Inc. TRACT MAP N0. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. OQ� F OF CAI.�F All Rights Resa _ NOTE- ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NOVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY PLANNING 3 CIYII, ENGINEERING B LAND SIJRVEYINO MARK C43880 LMD,VH LOCATION SIGNATURE DRAWN BY 34200 BOB HOPE llRm m RANCHO MIRAGE ■ CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LMD,VH WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, TELEPHONE (760) 320-9811 ® FAx (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF CHECK BY MADISON ST. AND 18' SOUTH OF AVENUE 50. JAD 0 APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE )ING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES 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 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 CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VAI 'r) FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPR' TENT SPONSOR SHALL BEAR ALL COSTS ')CIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT _.dTED TO, DESIGN AND IMPROVEMENT COSI 0 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 P_nUIREMENT APPLIES TO ALL SIDEWALK LOC -O IN PUBLIC RIGHT OF WAY ADJACENT TO PROPEI BEING DEVELOPED. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30 200 PREPARED BY: EARTH SYSTEMS SOUTHWEST TELEPHONE NO. 760-345-1588. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12, LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB S1TE 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 m 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 u ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED i 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 INSPEC0 TION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. cy CITY OF LA QUINTA, CALIFORNIA SHEET h SHEA HOMES TRILOGY - TRACT NO. 30023-7 1 � CONSTRUCTION PHASE 17A-2 - LOTS 30-32, 130 AND 131 OF o PRECISE GRADING PLANS - COVER SHEET v BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.63., R.7E., S.B.M. SHEETS 7-RnC7 *01022-7 EXd-TUM, SEQUIEHMS' ` 74-11 --(:4-3 .7 _ PI - - TC 439.50 1.305% 4L -GB TC 441.19� ' � FL 438.11 sa -yy - -- ----W002"465% RUSTI CANYON RIVE 27+00F_ -s- - - - s- TRW 442.80 TC 439.73 TC 438.72442.26 00 TC 441.66 TC 439.59 TC 39.30 442.08 TC 440.93 F 440.80 TC 439.86 TC 440,22 _ 4.36 442.18• 441.76 , 440.3 ° 39.,• ° FS -G8 CA F 00 S-GB�GB��N �J 441.95 c ry N FS n 2 440.55 438.95 or FS o 7 2 o rn TRW 441 60 FS FL -G8 F1 -GB 1 o +� (Z� M n° a 441.12•. TF A39.60 vY .33' o42.56 rn o 5,' FL- 5.08' 7 FLOG2 a F GE 7606 < N �'- a 4L- B o GARAGE 6 � m �Y � 1 "� +' caaacE 7606 �: �o GARAGE FL -GB Ep N FL- B N GARAGE o GF=440.SJ GF=443.30D=0.07 b`~ ~ 6 `'''v'i M GF=442.00 0 o TW 446.93 1\ 5.4._831 Nom] � TW 448.93 n 7 0= 2 7 7 N FF=442.60 442 85.27 N DT 446.9 1 TW 447.60 TRW(4 60)) oTW438.93 1 Q IF 5 I FL -INV 1 2° Tf 440.26 I TF (439.60) G GB 442.56 ° 441.20 440.50 440.43 443.52 FS -GB 442.40 442.07 FL -INV FL -HP 3 FL FS 442.39 o FS v FS -GB GB o Q �QJ9 r 441.D4 6`� 32 443.70 b FL -GB 41.24 N 442.22 441.02 i N o 0 0 443.26 FS N FL 3 442.40 FS FS FS ,B 440.50 ° 33 Oo o FF -446.10 FG -HP TW 448.93 441.32 FS 441.96 0 440.50 _4.41.20 5505 FL -HP PE=445.5 30 6 31 n o PRODUCT 2 FF -440.40 Q n� L42.78 1 IF 442.27 o FL FGI o FL -HP FS GB 442.45 0 : 0 5 440.40 PE -439.8 w rr + 4515 3 FL- B D=o.1z' 4520 4 1.33 FL DLAN 1C FL -INV o PRODUC 1 I PRODUCT 1 GB 4 PE 440.8 A o Pill o PLAN B B PLAN 3C 4ao.ss 44FS ° 2 a 442.93 FF -443.90 601 441.51 FF 442.60 o FS a ° o FL PE=443.3 FL 4L -GB EXISTING D=0.31' O PE 441 5 PATIO 77'18 N�t FL -GB 442.40 2 441.51 ear 733s NS (TDP) WALL 443.70 R 2 FS FL 440.30 441.04 F5+ 442.65 y Box aar n3s FL FS FL N� 4 ) TW 446.93) EXISTING 443.00 443.50 B T 7aoe o lRW( 4416(i0) , IF 440.8 BLOCK WALL 442.28 TF 438.93 (NP ) FL- 448.93)Fs (448.93) FS TF (439.60) \2 n 42.8 50% 0.507 0 069° II TW 442TRW 4 FG 4433 IF (4422 %7) TW (443.6%x IF (44.27) 0.50IF (438..9236) .) TRW I` 4 FG 3� 57.58' N FL- 57.58' N N TF 64 68.02' �- Nzm� �- 440.07 442.26 7W 443.60) 443.60 TW 442'26) FL IF (439.60) ---� �LJL EXISTING BLOCK IF (441.60) IF (439.60) L31 KNEE WALL IF (441.60) (TYP•) EX. KNEE WALL OPENING s� TW 444.2 PER SEPARATE WALL PLAN 439.0 439 __ (� TF (442.27) (SEE DETAIL B) FG DigjAlert DIAL TOLL FREE 1-800-2ry27-2600 AT LEAST TWO DAYS BEFORE YOU DIG No. REVISIONS © Copyright 2007 MSA Consulting, Inc. All Righfs Reserved APPROVED DATE MSA CONSULTING, INC. PLANNING A Cl)UL ENGINEERING ® LAND SURVEYING 34200 BOB HOPE llRwE ® RANCHO MIRAGE ® CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 I HARTUNG DATE LDING & SAFETY DIRECTOR f OF LA QUINTA & ZONING COMPLIANCE RAPPROVED AND RECOMMENDED FOR APPROVAL BY: 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. O7 CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN _ _ BY OTHERS UNDER SEPARATE PLAN AND PERMIT. /- TF (43 .40) EK[1879ma �cn _E 7W 437.07 43 EX. KNEE WALL OPE 435.38 435.0 435.07) PERS E� W L PLAN FL FG i 435.0 43 DETAIL "A 435 _ NG BLOCK KNEE 1 TW 437.74) FG 7.74 (435.07) (TYP.) EXISTING BLOCK WA I F 43 436.18 IF (435.74) ) 82.59TW 441 74) (TYP) I i FL`' TW 442.40 436.1 TW 437.07 /IF (435.07) I c 68.21' FG 436.9 FG p 5p% FG 436.1 TW 442.O,s IF (435.07) 40) 1 ry Q I IF (435.07) � sy L C7 FG (436. i 7F (436.40) �° a6 I O6p ® � FF -435.20 BOA BAT 733 436.29 435.64 PE -434.6 rs 2 436.29 FS FL -GB 435.62 FS EXISTING I I 437.14 FL BLOCK WALL I 436.40 y FS Ap A 2 v 2 (TYP.) FL -- oar n3s b\� 441.04 `N ` I I 4 PATI077`O�T O N 4 q. 4 5. N 436.43 FS -GB v, 6 4 FL -GB 43 IOU 436.50 FL 5.69 o 0 437.06 v 0. 437.30 2 131 A o 6505 Fs o. titin i 5 Z FS 5505 0 4435.80 s� z 1 o PRODUCT 3 FL -HP o0 436.49 PRODUCT 2 435.80 a� I FL -HP PLAN 10 a o FL 437.30 PLAN 1A FF -436.70 c 436.60 FS FF•437.50 E•436.1 6 435.75 (5 j fL-HP y PE•436.9 Q TW 441.74 1 436.50 436.32 FL 3 437.12 vw 436.60 FG 435.07 FS FS Oo T I FS �441.74 p x o0 a c i 437.14 0 36.42 FG 435.07 n a 2 436.49 0 ° GF=436.10 �- 436.60 FS -C o 3 FL r E FS GARAGE 9 � 8.5 � 132 II j TW 442.40 1 ,� 436.95 /1_ A q � FG 435.74 FS 437.30 436.50 J Sea 2 435.69 o P Q w FF=439.00 i I 436.51 436.99 FS iTA FS GF=436.10 L -GB PE -438.4 I FS 4 s6o 435.66 3 435.93 n 129 o FL -GB it 1 GARAGE .90 b\ TW 442.40 _ FL <, S -SGB No FF=436.70 � � � a' caeAGE ler FG 435.74 pE- 5.1 ro FF•435.20 � PE -434.6 T.OZ% FL5 6Gg 43.60 434.79 c n _ I I FG 436. A 436.68 436.81 FL -GB FS -GB TW 441 74) i I T1- (43(4.40) FS FS d -- 4 TF 435.07 1 I N o 435.00 a 434.46 434.24 p ( ) T - o it o D 435.88 ,. 5 68 FSa 435.26 h FL -G0 FS -GB F�-GB I I FL -GB 76.6 -- -- - -- - - -- - - I I frLaG _M/a 1'_ w - I - - - TC 434.14 TC 434.04 2 0' - - TC 434.69 C 434.36 - -__- _1.305% TC 435.86 c�'+°� CANYON DRIVE A1C 436.2 TC 435.57 RU�7 1 I - - - - - M 32 1.305% - _ 1 +00 30+00 s - s NOTE s a6 TC 434.99 - TC 434_11 - - - GRADE EXISTING GOLF COURSE s TC 435.90 - - - - - - - - _ - -- AS NECESSARY TO PROVIDE TC 436.16 - - - - - - - _ - �{a - POSITIVE DRAINAGE (0.50% - MIN.)EL Ja- EL I I I T1v3G ICT 00100223-U O QQa7OFESSl�QI N. DE L41p9 F� CO 9� y Lu C43880 9 Exp. 6-30-07 m qrF OF CAoFO� BENCH PD109-70 ELEV. 27941 (NGVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY .. . . MARK 043880 LMD,VH LOCATION SIGNATURE DRAWN BY 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LMD,VH WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, CHECK BY THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. JAD LEGEND ++++ CITY/COUNTY LIMIT LINE © EXTENDED FOOTING 31"v EXISTING RIGHT-OF-WAY - - - - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWLINE _ _ _ - EXISTING WEDGE CURB AND GUTTER 1O PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS O7 PROPOSED RETAINING WALL �- EXISTING RETAINING/GARDEN WALL EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - -w- - EXISTING WATER MAIN - - -s- - - EXITING SEWER MAIN - -IRR- EXI-AG IRRIGATION LINE EXISTING FIRE HYDRANT 70 EXISTING STREET LIGHT ® EX 1G WATER METER ❑E EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER FE EXISTING VAULT O2 F_-_�`] 4" CONCRETE DWY / SLAB ®F770 6" CONCRETE DWY / SLAB CITY OF LA QUINTA, CALIFORNIA SHEA HOMES TRILOGY - TRACT NO. 30023-7 CONSTRUCTION PHASE 17A-2 - LOTS 30-32, 130 AND 131 PRECISE GRADING PLAN BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34. T.6S.. R.7E.. S.B.M. SHEET 2 M OF 3 U SHEETS INSTALL 4" PVC S.D. LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO P/L TO 0.33' 5\\ INSTALL 4" PVC S.D. J LINE O5 ® 17 IF NECESSARY TO CONSTRUCT FS 2= STOOP/PATIO /ITSO . 1-0.2 a SEESPLAN 3' 5 ® SECTION C -C 2% 1% 3:1 1 a 3' MIN. 2' MIN. C F ® I C PLAN 4' THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS PROPERTY wQ�, LINE .�0� 5� 5' MIN. III 5' MIN. 3' MIN. 2' MIN 2' MIN _ 3' MIN. PE OR FG ( I PE OR FG (SEE PLAN) (SEE PLAN) FL. TO 20% • / AAyA�AA�A/ /iv � z /��//.moi 0.30' MIN. MIN. F % Q 22:1 MAX 1 % MIN. 2:1 MAX SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS DigiAlert DIAL TOLL FREE 1-600-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. SIDE YARD - BLOCK WALL OMIT ONE BLOCK AT N SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL/ NTS PROPERTY �QS� LINE �t`F LJ op 1% MIN.- 2:1 IN:2:1 MAX SECTION B -B RETAINING/GARDEN WALL SIDE YARD DETAIL (PE'S EXCEED 1-0' VERTICAL DIFFERENTIAL) NTS PROPERTY LINE 5' MIN. MIN. 2' MIN z� M FL FFgd 2 >� MAM PX 2_ % MINS 2.1 M_—_ g .T -IT _—III—I :1 A 111 z� N 7 2 010 2%MIN 1 1 1—I I L --I I I I 111 -111 - GARAGE 11 GARAGE STOOP PATIO CC..0RETE LANDINGS NTS PROPERTY SECTION D -D EXISTING GOLF COURSE -KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL NOTE, SEE WALL PLANS FOR ALL TW, FG, DRAINAGE DETAILS AND TF GRADES FOR EXISTING WALLS. REVISIONS APPROVED I DATE (PRIVATE STREET) TYPICAL LOOP STREET SECTIONS RUSTIC CANYON DRIVE NTS © Copyrigfit 2007 MSA Con:;ultin9, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING ■ CINFIL ENGINEERING H LAND SURVEYING 34200 BOB HOPE llRivE s RANCHO MmAGE m CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 FF �Nz u- _ o .�: , U9Z V) Z:)0 V)UVLo 0��� xav~i0 w w opo GRADING PLAN) PE (PER GRADING C/L OF tlL//14L 3' MINMIN ©EXTENDED FOOTING DETAIL NTS EX. KNEE WALL FR] ® ® EX. WALL 14 FOOTING OMIT ONE BLOCK AT FLOWLINE OF FL VARIES PROPOSED SWALE TO PROVIDE OUTLET (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL 'A' NTS FUTURE F' -4EN LOT --j DRAINAGE ALE 0.5% MIN FOR PERMITTING HARTUNG DATE IING & SAFETY DIRECTOR OF LA QUINTA EX. KNEE WALL ® D OMIT ONE BLOCK AT FL® INE OF� ®X, WALL PROPOSED SWALE TO PROVIDE OUTLET FOOTING FL VARIES (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL 'B' NTS PROPERTY LINE 2' BENCH ONE BLOCK OPENING SECTION E -E GOLF COURSE KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL EX. GOLF COURSE GRADE AS NECESSARY INTO EXISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. & ZONING COMPLIANCE ;LAS R. EVANS DATE AUNITY DEVELOPMENT DIRECTOR OF LA QUINTA :OVED AND RECOMMENDED APPROVAL BY: M. SAXON DATE 44180 EXP. DATE 6/30/07 N ENGINEERING SERVICES CONSTRUCTION NOTES (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. DAY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. O CONSTRUCT RETAINING WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. LEGEND H.G.E. NU. 043880 ULZvIUN UY LAWN B DRAWN BY LMD,VH ®®®®------- CITY/COUNTY LIMIT LINE © CHECK BY JAD EXTENDED FOOTING R/W EXISTING RIGHT-OF-WAY — — — — EXISTING CENTERLINE — — EXISTING PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE — _ -- _ = EXISTING WEDGE CURB AND GUTTER 0—PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS 7O PROPOSED RETAINING WALL EXISTING RETAINING/GARDEN WALL EXISTING GARDEN WALL EXISTING KNEE WALL ® PROPOSED AIR CONDITIONING UNIT — —w— — — EXISTING WATER MAIN — —s— — — EXISTING SEWER MAIN — —IRR— EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT EXISTING STREET LIGHT ® EXISTING WATER 'ER EXISTING ELECTRIC JUNCTION BOX F EXISTING TRANSFORMER EXISTING VAULT O2 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB �Q,OFESS/pN9`\ E L4 To Fye �i Jv 99 2 w C43880 m Exp. 6-30-07 ®T� OF =NCH P.D.09-70 ELEV. 27941 NGVD29 PREPARED UNDER THE DIREOT SUPERVISION OF . ARK ( CATION SIGNATURE 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE 1 H.G.E. NU. 043880 ULZvIUN UY LAWN B DRAWN BY LMD,VH DATE WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. CHECK BY JAD 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.) *'fR CITY ®F LA C�UINTA, CALIFORNIA SHEET SHEA HOMES TRILOGY - TRACT NO. 30023-7 F CONSTRUCTION PHASE 17A-2 - LOTS 30-32, 130 AND 131 o DETAIL SHEET V BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS