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MUP 2006-789rFWANCE • RtIlomw COdl�� 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. _OL " % $Y Date R vd. 5IO-lac. Fe Z sr Related Apps.: Logged in by:t_Y" 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 rl R-ct S #_V ?VV (Print) MAILING ADDRESS 'JTr.��Jwac Phone No () 1-U b S 2 CITY, STATE, ZIP:t _. , Q Uj " , Fax No.( -11.c_ CZ) 1-11 - q PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: Phone No. Fax No. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): v (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): �%`C�c�r 30 �)1,asc. 0 • 4I JBMISSION REOIJI EM y ❑ 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 I 1". ❑ 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 N't U11 , (Please Pring \��'' V 2 _`� SIGNATURE OF APPLICA 1 DATE kP" NAME OF PROPERTY OWNER, -V1 e 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. AIMinor Use Permit Trilogy at La Quinta Cnnctrm-finn Phnen 1 ';A Se _q. # Lot # Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable Li 1 146 61380 Fire Barrel Drive 5515B Right Left Yes - 290 sf. Box @ MBR - 26 sf. & 2,464 Box Nook - 26 sf. 2 147 61370 Fire Barrel Drive 4520C Right Right Yes - 255 sf. Box @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,943 3 148 61360 Fire Barrel Drive 5320C Right g ht Right g Box @ MBR - 26 sf. & 4 ft. Ext. - 83 sf. 2,086 Box Nook - 26 sf. 4 149 61260 Portulaca Drive 6505C Left Left Box @ MBR - 26 sf. 2,424 5 150 61240 Portulaca Drive 5505B Right Right Box @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 1,847 315 sf. 6 151 61220 Portulaca Drive 5515A Left Right Box @ MBR - 26 sf. & 2 174 Box Nook - 26 sf. ' 7 152 61200 Portulaca Drive 6430C Right Right Patio Ext. - 2 769 108 sf. ' 8 162 61275 Portulaca Drive 5505C Right Right Box @ MBR - 26 sf. 2 ft. Ext. - 41 sf. Patio Ext. - 1,847 315 sf. 9 161 61255 Portulaca Drive 5515B Right Left Box @ MBR - 26 sf. & 2 174 Box Nook - 26 sf. ' 10 160 61235 Portulaca Drive 5505C Left Left Yes - 247 sf. Box @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 2,094 315 sf. 11 159 61215 Portulaca Drive 5515C Right Left Exercise Rm - Box @ MBR - 26 sf. & 2 365 191 sf. Box Nook - 26 sf. ' 12 158 61195 Portulaca Drive 5505B Left Left Box @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 1,847 315 sf. Total 26,034 To CLQ on 4/27/06 ■II■■ ■sn� rein PARTIAL LEFT 5515-B Is PARTIAL FRONT 5515-B PARTIAL RIGHT 5515-B COURTYARD DEN 1/ OPT. ii DINING 1/ OPT. ji RETREAT CASITA SQ. FOOTAGE CASITA ]90 (OPTION -1963-5515) FLOOR PLAN ADDENDUM 5515-B FLOOR AREA. ; 290 50. FT. i I PARTIAL RIGHT 5505-C OPT. SUPER CASITA .....a I* PARTIAL FRONT 5505-C OPT. GASITA `-' PARTIAL LEFT 5505-C OPT. GASITA `'��` OPT. GASITA V W I r,.,,\/ BEDROOM �7 I I I I I I I I I I I I I y CA51TA I y I I I y I I I y I I I y I I I 1 --------- ---- SQ. FOOTAGE CASITA 347 FLOOR PLAN ADDENDUM OPT. GASITA FLOOR AREA: 71150. (OPTION P gb4-5505) BEDROOM :7 I i 1 I I I IoirI I I I I I SUP�R CASITA I y I I ------------------- I y I I I y I I I I SQ. FOOTAGE CA51TA 247 FLOOR PLAN ADOENDUh OPT. SUPER GASITA (OPTION •75: FLOOR AREA : 241 50. FT_ EA -------- _'F yl, ________-------- --------------- ----------------- _______ FRONT ELEVATION 4520-C WITH GASITA OPTION �""'"` OPT. CASITAS 4520-C (OPTION + qb -4520) __ _______ _ H SQ. FOOTAGE CASITA 255. CA5fTA5 TM --- }" BA I I I I I I I O I OPT. CASITAS 4520-C (OPTION + qb -4520) May 3, 2006 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPIco (760) 77 7-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-789 TRILOGY, PHASE 15A CASITAS Dear Ms. Lares: Your request for approval of Minor Use Permit 2006-789 allowing the construction of casitas at the following locations is hereby approved: Lot 146: 61-380 Fire Barrel Drive Lot 147: 61-370 Fire Barrel Drive Lot 160: 61-235 Portulaca Drive You may now contact the Building & Safety Department for your building permit. Enclosed are the approved original Deed Restrictions for each address. They 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. Very truly yours, Uy Ass' ant Planner c. Building and Safety Department ®' RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta', CA 92253 0 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-380 FIRE BARREL DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 3 I day of May 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 146, TR 30023-5, 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. 2006-789); 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 o 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: Printed Name of all owner(s) Douglas R.jEvans Date Community Development Director City of La Quinta State of California County of Riverside On 4610(c before me, Phyllis Manley, Notary Public, personally appeared Douglas -R. Evans, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed ' the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. (Seal) pR LIS MANLEY Cormnlsston 8 1378908 Notary PutAC . Callfornla Rhmfslde County W Cpm. Eq*W OCt 16,2006f L.VE -1 - - - - - 61-366vui /34A&,LL �)n wNQ-) 0 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 0 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT - 61 -370 FIRE BARREL DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 3rd day of May by Sheb 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 147, TR 30023-5, 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. 2006-789); 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(§), 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 �s 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: Douglas R. Ejam Community Devc City of La Quinta opment Director Printed Name of all owner(s) Date is State of California County of Riverside On 5l 5 /0 (00 before me, Phyllis Manley, Notary Public, personally appeared Douglas R. Evans, personally known to me to be the. person whose name is subscribed to the within instrument and acknowledged to me.that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. C (Seal) PHYLLIS MANLEY @CornmWon • 1378408 Notary PubBc - CdRfm V0 Rlver0de County ,My Com. EgMOct1646, 61-390 -0" &vj-C ',bA w',0 40 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares ` Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-235 PORTULACA DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 3rd day of May 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 160, TR 30023-5, 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. 2006-789); 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 prope rty'owner(s), guests, and caretakers (i.e., a maid and/or housekeeper,*btc.); 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 C 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. R 3. Signature(s) Printed Name of all owner(s) Dated: Muglas,WEvans Community Development Director City of La Quinta Date State of California County of Riverside) On 5�5/ �� before me. Phyllis Manley, Notary Public personally appeared Douglas R. Evans, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon, behalf of which_ the person acted, executed the instrument. WITNESS my hand and official seal. (Seal) PHYLLIS MANLEY 11@.MVCoff1rn. Commission 0 1378908Notory Public - C0IIforrdaRiverside County EesOct lb 2006 CITY OF LA QUINTA /A AVFN/COUNTY LIMIT LINE CO w CC 61st Ave. w THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. NOTE: NOTE TO CONTRACTOR, QUANTITY ESTIMATE PLANNING AREA: 25 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA tRA O-RAoOO23�5 PRECISE GRADING J�;;LANS MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS ASSESSOR'S PARCEL NO. 764-270-018 { 1-k 4.5, LL FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY THOMAS BROTHERS GUIDE: ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY RIVERSIDE COUNTY 2002 DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. LOT NOS. L - UTILITIES PAGE 5590, GRID E2 (� FEMA ZONE D PER PANEL 060245 INDEX SHEET IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD -n LOT NOS. SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT I ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 o GAS THE GAS COMPANY (760) 323-1851 A E E TELEPHONE VERIZON (760) 323-1231 LEGEND CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 V) USA UNDERGROUND SERVICE ALERT (760) 227-2600 U0 o NOTE TO CONTRACTOR' EXISTING UTILITIES BUILDING AND SAFETY THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF DEPARTMENT SHALL BE AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA z: CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE CITY/COUNTY LIMIT LINE TOPOGRAPHY SOURCE: ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE ®EXTENDED COMMENCING WORK. THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH RESULT FROM GRADING PLANS BY MSA CONSULTING, INC. FOOTING COUNTY OF RIVERSIDE - - PROPOSED RIGHT-OF-WAY 64th AVENUE - PROPOSED CENTERLINE - - PROPOSED PUBLIC UTILITY EASEMENT < PROPOSED SWALE FLOWLINE VICINITY MAP PROPOSED WEDGE CURB AND GUTTER NTS O PROPOSED GARDEN WALL ORS SEE LANDSCAPE PLANS FOR DETAILS ABBREVIATIONS __=`_=-_� EXISTING COMBINATION GARDEN/RETAINING WALL C/L CENTERLINE EXISTING GARDEN WALL C/G CURB AND GUTTER D DEPTH PROPOSED AIR CONDITIONING UNIT ELEV ELEVATION EX. EXISTING - -w- - EXISTING WATER MAIN HP HIGH POINT FF FINISHED FLOOR - -s- - EXISTING SEWER MAIN FG FINISHED GRADE FL FLOWLINE S EXISTING FIRE HYDRANT FS FINISHED SURFACE GB GRADE BREAK ® EXISITING WATER METER GF GARAGE FINSHED FLOOR NTS NOT TO SCALE EXISTING ELECTRIC JUNCTION BOX P.C.C. PORTLAND CEMENT CONCRETE PE PAD ELEVATION Fpa PRIMARY PULL BOX PIG POINT OF INTERSECTING GUTTER PROP. PROPOSED EXISITING TRANSFORMER R/W RIGHT-OF-WAY S/W SIDE WALK TC TOP OF CURB 4" CONCRETE DWY / SLAB TP TOP OF PAVEMENT ©� TRW TOP OF RETAINING WALL 6" CONCRETE DWY / SLAB TW TOP OF WALL TYP TYPICAL TF TOP OF FOOTING CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 188 LF O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. 328 LF O3 INSTALL 4" PVC DRAIN PIPE. 39 LF ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. 12,921 SF O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. 13 EA © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 856 SF O7 INSTALL STANDARD OFFSET CLEAN-OUT PER CVWD STD. NO.. S-45. 1 EA EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 1275 C.Y. TOTAL FILL (RAW): 1275 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. NOTE: NOTE TO CONTRACTOR, QUANTITY ESTIMATE PLANNING AREA: 25 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA tRA O-RAoOO23�5 PRECISE GRADING J�;;LANS MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS ASSESSOR'S PARCEL NO. 764-270-018 OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED RG 731 FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY THOMAS BROTHERS GUIDE: ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY RIVERSIDE COUNTY 2002 DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. LOT NOS. L - UTILITIES PAGE 5590, GRID E2 (� FEMA ZONE D PER PANEL 060245 INDEX SHEET IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 LOT NOS. SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT I ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 EITHER SAND SETTLEMENT OR LIQUEFACTION DURING A MAJOR SEISMIC EVENT AND/OR ( ) / GAS THE GAS COMPANY (760) 323-1851 HYDRO -CONSOLIDATION. TELEPHONE VERIZON (760) 323-1231 LOT NOSJU ', CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 NOTE, USA UNDERGROUND SERVICE ALERT (760) 227-2600 SEPARATE PERMITS FROM THE NOTE TO CONTRACTOR' EXISTING UTILITIES BUILDING AND SAFETY THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF DEPARTMENT SHALL BE AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA REQUIRED FOR ALL WALLS. 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 TOPOGRAPHY SOURCE: ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH RESULT FROM GRADING PLANS BY MSA CONSULTING, INC. HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR LOTS146-1(00**2 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 LOT NOS. RG 735 PG 163 FUTURE SEQUIEMIE 151E EAGLE CLAW DRIVE LOT NOS. I LOT NOS. Lij RG 731 W � PG 167 PG 158 CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER PG 152 LOT NOS. L - W RG 732 (� PG 166j p cc > I LOT NOS. LOT NOS. CL RG 733 PG165� LOT NOS. 99 O --�_ CO LOT NOSJU ', % RG 734 g PG 164 LOT NOS. RG 735 PG 163 FUTURE SEQUIEMIE 151E EAGLE CLAW DRIVE LOT NOS. I ' ()" LOT NOS. R0730 W � RG 722 PG 158 CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER PG 152 4 Q RSS R.C.E. 45843 EXPIRES 12/31/06 LOT NOS. RG 720 (� �s LOT NOS. I > I LOT NOS. PG159 I ® I PG 151 LOf N61 i ' ()" LOT NOS RG 728Fi724 W � SEQUENCE: 15A PG 160 CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER P 150 4 Q RSS R.C.E. 45843 EXPIRES 12/31/06 LOT NOS. RG 720 (� �s LOT NOS. z RG 727 LOT NOS. PG 161 O RG 725 (L' �PG 149 LOT NOS. RG 726 PG 162 RRFC i �o _ pR;V SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY NO'T'E TO CONTRACTOR, SITE CONDITIONS THEIR HORIZONTAL AND VERTICAL LOCATIONS, IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONUTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA IS CONSULTING, INC. CHANCES AND THE CONTRACTOR AGREES BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND REQUIRED DESIGN CPROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER THER AGREES TO PURSUE DILIGENTLY THE COMPLETE ALL WORK, INCLUDING REPAIRS THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, COMPLETION OF SAID WORK. INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF OR MSA CONSULTING, INC. SINC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTIONAFTER REVISIONSARE APPROVED. NOTE TO CONTRACTOR, ACCESSIBILITY DETAILS THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED NOTE TO CONTRACTOR, DRAINAGE INTEGRITY USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY Dig�Safely DIG ALERT DIAL T•gO)+pL�)L)y F•/R){E�yE 00 ``y ( AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. REVISIONS APPROVED I DATE 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. © Copyright 2006 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. PLANNING ® CIVIL ENGINEERING ® LAND SURVEYING 34200 BOB HOPE DRIVE ® RANCHO MIRAGE m CA 92270 _TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 LOT NOS. 714 LOT NOS. i RG 715 P 147 �� LOT RG 7 6S PG 146 SCALE •' -► o OpFESS/o -, CO1 cru C26401 rn � Exp. 3-31-08 THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00°14' 08 W PER `f'� C / V TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. q�F OF CAL�FOeC� NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD294500' BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. MARK C26401 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH 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. FOR PERMITTING PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED FOR APPROVAL BY: TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON CATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND -"HE CITY OF LA UINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APF'LY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUIN_"A OR OTHER GOVERNING AGENCIES. 4. 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) 777-70-.75 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 5. 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 F (LURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATEON OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE PPROVED BY THE CITY ENGINEER. 6. 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 �IVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. . CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 ST 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 W RK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 10. 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. 11. 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 HI HWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 1 . CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO =1LE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTAIIT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BRD. 1 THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE: IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 14. 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 THI_ CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 15. 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. 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:NIAY 30, 2003, PREPARED BY:EARTH SYSTEMS SOUTHWEST, TELEPHONE NO.760-345-1588 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT '.SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. `.SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 3. 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 SOIL 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 IMPROVEMENT 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. 0 C m N c 0 U Q c t 0 s Q 0 co 0 0 �o 8 v 3 0 rn a c7 �U 0 C 0 D m i a DESIGN VH BY APPROVED BY CITY OF LA QUINTA DRAWN BY CITY OF LA QUINTA, CALIFORNIA SHEET LOT NOS. ' RG 721 PG 153 W � SEQUENCE: 15A I CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLANS - COVER SHEET 4 Q RSS R.C.E. 45843 EXPIRES 12/31/06 LOT NOS. RG 720 (� PG 154 z LOT RGN9 PG 155 �I LOT NOS.L RG 718 J� PG 156 LOT NOS. R G 171 V PG 157 LOT NOS. 714 LOT NOS. i RG 715 P 147 �� LOT RG 7 6S PG 146 SCALE •' -► o OpFESS/o -, CO1 cru C26401 rn � Exp. 3-31-08 THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00°14' 08 W PER `f'� C / V TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. q�F OF CAL�FOeC� NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD294500' BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. MARK C26401 LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH 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. FOR PERMITTING PLANNING & ZONING COMPLIANCE APPROVED AND RECOMMENDED FOR APPROVAL BY: TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON CATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND -"HE CITY OF LA UINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APF'LY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUIN_"A OR OTHER GOVERNING AGENCIES. 4. 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) 777-70-.75 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 5. 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 F (LURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATEON OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE PPROVED BY THE CITY ENGINEER. 6. 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 �IVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. . CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 ST 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 W RK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 10. 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. 11. 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 HI HWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 1 . CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO =1LE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTAIIT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BRD. 1 THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE: IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 14. 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 THI_ CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 15. 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. 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:NIAY 30, 2003, PREPARED BY:EARTH SYSTEMS SOUTHWEST, TELEPHONE NO.760-345-1588 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT '.SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. `.SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 3. 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 SOIL 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 IMPROVEMENT 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. 0 C m N c 0 U Q c t 0 s Q 0 co 0 0 �o 8 v 3 0 rn a c7 �U 0 C 0 D m i a DESIGN VH BY APPROVED BY CITY OF LA QUINTA DRAWN BY CITY OF LA QUINTA, CALIFORNIA SHEET TRILOGY AT LA QUINTA -TRACT NO. 30023-5 1 M SEQUENCE: 15A OF CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLANS - COVER SHEET 4 Q RSS R.C.E. 45843 EXPIRES 12/31/06 BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHE 6 c N 0 U Q c 0 t 0 Q LO N 00 O _O �O S N n 01 3 N O C C O N N �U N CL Q 0 N c n b Y) n 1 i r G 426 s Mq T ' x : 0.50q CD 163 4 zqs o.50. �( FF 427.10 PE=426. �4 i cs' � C� 4 s , �, �` 162 2q ti a 5505 4�,^ LEGEND ®®.­®. mw=wwm CITY/COUNTY LIMIT LINE R.C.E. NO. EXTENDED FOOTING 1z z -- -- PROPOSED RIGHT-OF-WAY — PROPOSED CENTERLINE — — PROPOSED PUBLIC UTILITY EASEMENT , �— PROPOSED SWALE FLOWLINE LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE PROPOSED WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS DATE EXISTING COMBINATION GARDEN/RETAINING WALL SEQUENCE 15A EXISTING GARDEN WALL FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE PROPOSED AIR CONDITIONING UNIT — —w— --- — EXISTING WATER MAIN — — - s— — EXISTING SEWER MAIN 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH EXISTING FIRE HYDRANT EXISITING WATER METER L EXISTING ELECTRIC JUNCTION BOX EED- ! PRIMARY PULL BOX RSS EXISITING TRANSFORMER 4" CONCRETE DWY / SLAB z 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES 0 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. �2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. O INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. ig � Alert DIAL TOLL FREE 1-600-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. I REVISIONS I APPROVED I DATE 15' P.0 R/&W B.O.C. I PROP7/ SUBGRADE TYPICAL STREET SECTION (PORTULACA DRIVE) (CACTUS SPRING DRIVE) (EAGLE CLAW DRIVE) 37' P/L, R/W B.O.C. 1 5' P.U.E. 5' SIDEWALK FOR PERMITTING PLANNING & ZONING COMPLIANCE TOM HARTUNG DATE DOUGLAS R. EVANS BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA MATCHCINE _ SEE SHEET 2 _ 149_ PROP:' SUBGRADE TYPICAL LOOP STREET SECTION (FIRE BARREL AVENUE) NTS © Copyright 2006 MSA Consulting, Inc. All Rights Reserved ONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. PLANNING it CIVIL ENGINEERING m LAND SURVEYING 34200 BOB HOPE DRIVE d RANCHO MIRAGE m CA 92270 TELEPHONE (760) 320-9811 v Fax (760) 323-7893 z- U PO157 kk04/� FF=425.50 PE -424.9 QROFE8S/0_ 20*4 �Q�O ��t s • ssi ` Fti co�e /,A0, z w C26401 m AExp. 3-31-08 %qTF OF CAL����� APPROVED AND RECOMMENDED FOR APPROVAL BY: DATE KURT M. SAXON DATE RCE 44180 EXP. D/ATE 6/30/07 SAXON ENGINEERING SERVICES 0' 20' 40' 60' 80' SCALE 1 "=20' No-rE- SEE SHEET 4 FOR SECTIONS A -A, B -B AND D -D titNUM P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVE -1) BY CITY OF LA QUINTA CITY' OF LA QUINTA CALIFORNIA V SHEET MARK 026401 VH , LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-5 WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH DATE VH SEQUENCE 15A OF FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE CHECK BY TIMOTHY R. JONASSON, P.E. DATE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLAN - LOTS 127-135 OF AVENUE 50. RSS R.C.E. 4.5843 EXPIRES 12/31/06 BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS PROPERTY LINE GARAGE STOOP CONCRETE LANDING W/ SWALET CONDITION N 4 2%_ MIN, � I I—I I Ed 11=1 I I=1 i— -11fE_Llr IIIlI�1111 PATIO CONCRETE LANDING BACK YARD - BLOCK WALL OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAILn NTS LEGEND CITY/COUNTY LIMIT LINE EXTENDED FOOTING — -- PROPOSED RIGHT-OF-WAY PROPOSED CENTERLINE — — PROPOSED PUBLIC UTILITY EASEMENT F— PROPOSED SWALE FLOWLINE PROPOSED WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS -- EXISTING COMBINATION GARDEN/RETAINING WALL EXISTING GARDEN WALL /c PROPOSED AIR CONDITIONING UNIT —w— — EXISTING WATER MAIN —s— — EXISTING SEWER MAIN EXISTING FIRE HYDRANT ® EXISITING WATER METER C� EXISTING ELECTRIC JUNCTION BOX �e PRIMARY PULL BOX ED EXISITING TRANSFORMER 4" CONCRETE DWY / SLAB 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 3. 3O INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 70 INSTALL STANDARD OFFSET CLEAN-OUT PER CVWD STD. NO.. S-45. i � Alert DIAL TOLL FREE EXTENDED FOOTING DETAIL NTS FS 1 SEE PLAN P/L FS 2= FS 1-0.2 4 TO 0.33' 2% INSTALL 4" PVC S.D. LINE O3 ® 1% IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION F -F INSTALL 4" PVC S.D. LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO FS 2= FS 1 `FS 1-0.2 a SEE PLAN TO 0.33' 2% 3' MIN. TF �<! P 0 1% 3:1 2' MINS I F EX. GARDEN WALL PROPERTY LINE ZI 441"1 1% MIN. 2:1 MAX SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL (PE'S DO NOT EXCEED 1-0° VERTICAL DIFFERENTIAL) N.T.S. EX. RETAINING/ PROPERTY GARDEN WALL E LINE EX. GARDEN WALL to u PAD (SEE PLAN) zo Iz TF SEE PLAN SECTION B -B REAR YARD COMBINATION GARDEN/RETAINING WALL N.T.S. B.O.C. 4'-5' SIDEWALK I SEE PLAN I WEDGE CURB 77777/77�//��///'� 2% RETAINING PORTION SEPAD E PLAN) EX. GAF'^'" PUE R 10' SECTION C -C SIDE YARD GARDEN WALL N.T.S. EX. GARDEN WALL 10'-15' PUE SEE PLAN 1' BENCH 2' MIN. 3' MIN. 6'-10' PARKWAY FL SEE PLAN I (SEE PLAN) FG FF (SEE PLAN) P E SEE PLAN) (SEE PLAN) ?7 !�E \., E a /EE E I\ o 0 LLJ SECTION D -D PROPERTY EX. GARDEN WALL LINE�� Q 20' MIN. PLAN 3' MIN. MIN. V THICK P.C.C. GARAGE LO STOOP/PATIO SLAB DETAIL PE OR FG L6 NTS LOW SIDE SEE PLAN FF 1% MIN. (� FUTURE PAD 1-600-227-2600 NOTE, AT LEAST TWO DAYS SEE SHEET 4 FOR SECTIONS BEFORE YOU DIG A -A, B -B AND C -C NO. REVISIONS APPROVED DATE 55.00' 5515 PRODUCT 2 PLAN 3A 0 0 W c� Q 0 SIDEWALK WEDGE CURB �EE GAT 55.00' ". R---a----- 1AW 1- 5505 PRODUCT 2 PLAN 1C Sib GARAGE ROVED FOR PERMITTING 0 HARTUNG DATE ILDING & SAFETY DIRECTOR Y OF LA QUINTA �iTi1 PLANNING & ZONING COMPLIANCE OUGLAS R. EVANS OMMUNITY DEVELOPMENT DIRECTOR ITY OF LA QUINTA Rr-) nn' 55.00' RA- »10 F7 — aux a:. 5,505 PRODUCT 2 - PLAN PLAN 1B El� cC GOLF C VZi GARAGE 55.00' 5515R PRODUCT 2 PLAN 313 53.00' 5320 PRODUCT 2 PLAN 2C (__—_--- GARAGE 55.00' o n----4 ox I"r _I GATIO 1110 5505R PRODUCT 2 o PLAN 1C h —�—, C GARAGE C752, 1 A' CTR"f,E 7E�6 co N 45.00' cox a:.r n35 4520 PRODUCT 1 PLAN 3C " GARAGE 7364 1 ............ BENCH p D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF NTS APPROVED BY CITY OF LA QUIN FF (PER GRADING PLAN) — SEE PLAN—� PE (PER GRADING PLAN) 0 z � z PRODUCT 1 `✓ ``✓ OAR ON 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE C) Q,. — 2oq PLANNING ® CIVIL ENGINEERING ® LAND SURVEYING C/L OF N SWALE CL DATE VH riw�rz�- TIMOTHY R. JONASSON, P.E. DATE 29Mq 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH V) _ ~moo wo PUBLIC WORKS/CITY ENGINEER __'TELEPHONE (760) 320-9811 v FAX _(760) 323-7893 _-_ p—I X 203, MSN. 0.30;, 6 a - O W w �s m —7i II�Ti- a C26401 ] FL PER GRADING PL Lu Exp. 3-31-08 =0 DEPENDING ON L SECTION E -E 3' MIN EXTENDED FOOTING DETAIL NTS FS 1 SEE PLAN P/L FS 2= FS 1-0.2 4 TO 0.33' 2% INSTALL 4" PVC S.D. LINE O3 ® 1% IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION F -F INSTALL 4" PVC S.D. LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO FS 2= FS 1 `FS 1-0.2 a SEE PLAN TO 0.33' 2% 3' MIN. TF �<! P 0 1% 3:1 2' MINS I F EX. GARDEN WALL PROPERTY LINE ZI 441"1 1% MIN. 2:1 MAX SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL (PE'S DO NOT EXCEED 1-0° VERTICAL DIFFERENTIAL) N.T.S. EX. RETAINING/ PROPERTY GARDEN WALL E LINE EX. GARDEN WALL to u PAD (SEE PLAN) zo Iz TF SEE PLAN SECTION B -B REAR YARD COMBINATION GARDEN/RETAINING WALL N.T.S. B.O.C. 4'-5' SIDEWALK I SEE PLAN I WEDGE CURB 77777/77�//��///'� 2% RETAINING PORTION SEPAD E PLAN) EX. GAF'^'" PUE R 10' SECTION C -C SIDE YARD GARDEN WALL N.T.S. EX. GARDEN WALL 10'-15' PUE SEE PLAN 1' BENCH 2' MIN. 3' MIN. 6'-10' PARKWAY FL SEE PLAN I (SEE PLAN) FG FF (SEE PLAN) P E SEE PLAN) (SEE PLAN) ?7 !�E \., E a /EE E I\ o 0 LLJ SECTION D -D PROPERTY EX. GARDEN WALL LINE�� Q 20' MIN. PLAN 3' MIN. MIN. V THICK P.C.C. GARAGE LO STOOP/PATIO SLAB DETAIL PE OR FG L6 NTS LOW SIDE SEE PLAN FF 1% MIN. (� FUTURE PAD 1-600-227-2600 NOTE, AT LEAST TWO DAYS SEE SHEET 4 FOR SECTIONS BEFORE YOU DIG A -A, B -B AND C -C NO. REVISIONS APPROVED DATE 55.00' 5515 PRODUCT 2 PLAN 3A 0 0 W c� Q 0 SIDEWALK WEDGE CURB �EE GAT 55.00' ". R---a----- 1AW 1- 5505 PRODUCT 2 PLAN 1C Sib GARAGE ROVED FOR PERMITTING 0 HARTUNG DATE ILDING & SAFETY DIRECTOR Y OF LA QUINTA �iTi1 PLANNING & ZONING COMPLIANCE OUGLAS R. EVANS OMMUNITY DEVELOPMENT DIRECTOR ITY OF LA QUINTA Rr-) nn' 55.00' RA- »10 F7 — aux a:. 5,505 PRODUCT 2 - PLAN PLAN 1B El� cC GOLF C VZi GARAGE 55.00' 5515R PRODUCT 2 PLAN 313 53.00' 5320 PRODUCT 2 PLAN 2C (__—_--- GARAGE 55.00' o n----4 ox I"r _I GATIO 1110 5505R PRODUCT 2 o PLAN 1C h —�—, C GARAGE C752, 1 A' CTR"f,E 7E�6 co N 45.00' cox a:.r n35 4520 PRODUCT 1 PLAN 3C " GARAGE 7364 1 ............ MSA Consulting, Inc. (PE'S DO NOT EXCEED 1'-0° VERTICAL DIFFERENTIAL) qTRdoe` All Rights Reserved N.T.S. OF CA�-� MSA. CONSULTING, INC. BENCH p D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF 2:1 MAX APPROVED BY CITY OF LA QUIN — SEE PLAN—� MAINIERO, SMITH & ASSOCIATES, INC. PRODUCT 1 `✓ ``✓ OAR ON 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE Ell — 2oq PLANNING ® CIVIL ENGINEERING ® LAND SURVEYING I u! ! !�! I I-111=! I I. oFESS o DATE VH FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE TIMOTHY R. JONASSON, P.E. DATE 34200 Bos HOPE DRIVE ® RANCHO MIRAGE® CA 92270 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY PUBLIC WORKS/CITY ENGINEER __'TELEPHONE (760) 320-9811 v FAX _(760) 323-7893 _-_ OF AVENUE 50. 0.30;, R.C.E. 45843 EXPIRES 12/31/06 NOTE: MIN. �s m THE PRODUCTS PLAN. DEPTHS, SHOWN HERE ARE TO REFLECT GENERAL WIDTHS AND APPEARANCES MAY VARY C26401 Lu Exp. 3-31-08 =0 DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S SECTION E -E PLANS FOR FURTHER DETAILS.) TYPICAL GARDEN WALL SIDE TO REAR YARD DETAIL (P 0 / ��� NOTE: "R" INDICATES LEFT HAND GARAGE ORIENTATION. © Copyright 2006 MSA Consulting, Inc. (PE'S DO NOT EXCEED 1'-0° VERTICAL DIFFERENTIAL) qTRdoe` All Rights Reserved N.T.S. OF CA�-� MSA. CONSULTING, INC. BENCH p D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUIN VH C26401 MAINIERO, SMITH & ASSOCIATES, INC. OAR ON 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN BY PLANNING ® CIVIL ENGINEERING ® LAND SURVEYING WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH DATE VH FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE TIMOTHY R. JONASSON, P.E. DATE 34200 Bos HOPE DRIVE ® RANCHO MIRAGE® CA 92270 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY PUBLIC WORKS/CITY ENGINEER __'TELEPHONE (760) 320-9811 v FAX _(760) 323-7893 _-_ OF AVENUE 50. RSS R.C.E. 45843 EXPIRES 12/31/06 OVED AND RECOMMENDED APPROVAL BY: DATE KURT M. SAXON DATE RCE 44180 EXP. DATE 6/30/07 SAXON ENGINEERING SERVICES 55.00' 5515R PRODUCT 2 PLAN 313 WEST S 'IE »23 F9 5`5.00' 5:515R PRODUCT 2 PLAN 3C O O � Q0 EYERCISE NIO W C5 Q cr a 0 _. ! .. -- � � � 4. � .. • � 1. u a GARAGE 55.00' RAT. 7710 5505R PRODUCT 2 PLAN 1B TRILOGY AT LA QUINTA - TRACT NO. 30023-5 SEQUENCE: 15A PRECISE GRADING PLAN - 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. SHEET 4 SHEETS -