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MUP 2007-917FOLUXE N ROVDIM Code City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 F 3 rMAR 9 D 2 2007 TY OF LA OUINTAFNTV DEVFi norm... OFFICE USE ONLY Case No. 0-' - 'q�-1 Date Recvd. �j � l & Fee. aas- Related Apps.: Logged in by: '-'V" APPLICATION FOR MINOR RMIT 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 (�'X ^ 6h ; b (Print) MAILING ADDRESS N-, Phone No. (00) (Sy 2 CITY, STATE, ZIP: ( W nIA � C_ Pr 6) a --,L j Fax No.ClUC�) x'-11 - �00A k4 PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: Li 6('1410 des e-4 Q,i� 03. � Ou', nit. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (e-n+i cAA (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 7-0CtC- * 3 2,3-- ❑ 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 (Please Print) (� �J� - V�� 3 SIGNATURE OF APPLICANT DATE 1 NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE. (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. AI Minor Use Permit April 10, 2007 Ms. Grav SNIEIellta Nleto Copy Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-917 TRILOGY, TRACT 30023-5, PHASE 15F-3, LOTS 14, 17, 19 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-917 allowing the construction of a casita at the following location is hereby approved: Lot 14: 61-342 Cactus Springs Drive Lot 17: 61-276 Cactus Springs Drive Lot 19: 61-232 Cactus Springs 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, A ERIC CEJA Assistant Pla ner C. Building and Safety Department P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX ( 760) 777-7101 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-232 CACTUS SPRINGS DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 10th day of April by Shea Homes, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 19, 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: The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2007-917); 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: Lds4*'son Planning Manager City of La Quinta Printed Name of all owner(s) `/1 11 tO7 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 y - !Q7- , before me, I , Notary Public, personally appeared personally known to me or proved to me on the basis o atisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Q,. e Signature of the Notary Public _. NI TO Comma ton • 1723211 NORM Rubtle - Colltomla 2hr4wilds County :10 IIII►Cormf. East Feb 2.2011 0 - 0 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-276 CACTUS SPRINGS DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 10th day of April by Shea Homes, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 17, 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. 2007-917); 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 • CJ 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 Quints in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) 7 Planning Manager City of La Quinta Printed Name of all owner(s) `%/1 r/®7 Date • :7 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 -0 � , before me, , Notary Public, personally appeared personally known to me or proved to me on the basis of gatisfactory 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, �. F" - Signature oft the Notary Public ILA S. NIETO Commiuion 0 1723211 No" rubft- Califon" Riverside County NIy Conrn. 6Vft Feb 2.21111 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-342 CACTUS SPRINGS DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 10th day of April by Shea Homes, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to. this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 14, 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 roperty, 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. 2007-917); 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: ees: By: 1. 2. 3. Signature(s) Dated: Le&4ofinson Planning Manager City of La Quinta Printed Name of all owner(s) Date ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11 FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On 4 41 •O , before me, 0� )4�slk,AA--p , Notary Public, personally appeared personally known to me or proved to me on the basis of sa ' actory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature of the Notary Public _ .._._. FAMLA . WHO COM0*61on • 1723211 Now /ubuc - California Riverside County fiM Oamrn. t�i�s Fab 2.2011 Trilogy at La Quinta Construction Phase 15F-3 Seq. # 1 2 3 4 5 6 Total Lot # 19 18 17 16 15 14 Address 61232 Cactus Springs Drive 61254 Cactus Springs Drive 61276 Cactus Springs Drive 61298 Cactus Springs Drive 61320 Cactus Springs Drive 61342 Cactus Springs Drive Plan & Elevation 5505C 4515B 4210C 4520A 4515C 4520C Garage Orient. Right Left Left Left Right Left Driveway Right Left Left Left Right Left Casita Yes - 247 sf. Yes - 255 sf. Yes - 255 sf. Bay Window Box Bay @ MBR - 26 sf. Box Bay @ Nook - 24 sf. Box Bay @ MBR - 26 sf. Box Bay @ MBR - 26 sf. Box Bay @ Nook - 24 sf. Box Bay @ MBR - 26 sf. Garage Ext. 4 Ft. Ext. - 88 sf. 4 Ft. Ext. - 103 sf. 4 Ft. Ext. - 83 sf. 4 Ft. Ext. - 88 sf. 4 Ft. Ext. - 103 sf. 4 Ft. Ext. - 88 sf. Patio Ext. Patio Ext. - 315 sf. Patio Ext. - 177 sf. To CLQ on 3/30/07 Total Liva SF. 2,094 1,773 1,636 1,688 1,773 1,943 10,907 PARTIAL RIGHT 5505-C OPT. SUPER CASITA ..--.,..e PARTIAL FRONT 5505-C OPT. GA517A PARTIAL LEFT 5505-C OPT. CASITA `"w`" Fm PARTIAL RIGHT 5505-C OPT. CASITA ......w I I BEDROOM 2" ` DER/ OPT. BEDdm 3 I I I r --- I __ I I f2�I I I I I I I I I I I II CASITA I I -y JIT I I h I I I h I I `--------- --- SQ. FOOTAGE CASITA 341 FLOOR PLAN ADDENDUM OPT. CASITA FLOOR AREA : 211 50. (OPTION 01964-5505) I I I f "CJ I I BEDROOM i2 I I I I I I I 1 I I I I I r --- I I :3Ej�I I I I I I I I I I I I I I ySUP�R CA51TA I h 1 I ------------------- I y I 1 I I SQ. FOOTAGE CASITA 341 FLOOR PLAN ADDENDUf OPT. SUPER GASI TA (OPTION •15: FLOOR AREA 211 50. FT. s • RIGHT 4210—C REAR -4210—C ------------- ---- ------- ----------- ----- I jkj LEFT 4210—C. PAR71AL ELEV. 4210—C. ' | | � |c^51, ' PARTIAL FLOOR PLAN 0 SIDES AND REAR ELEVATIONS 4520-C WITH GASITA OPTION �"" FRONT ELEVATION 4520-C WITH GASITA OPTION """"� SQ. FOOTAGE CA51TA 255' OPT. CA5ITAS 4520-C (OPf10N X7464-4520) u CITY OF j LA QUINTA ® 60th AVENUE e COUNTY OF I RIVERSIDE 64th AVENL VICINITY MAP 4•- luk NTS LIMIT LINE LEGEND BOTTOM OF STEPS DWY -®®®®®CITY/COUNTY LIMIT LINE 6� ELEVATION EXTENDED FOOTING R/w EX. EXISTING RIGHT-OF-WAY - - HIGH POINT - - EXISTING CENTERLINE - - - EXISTING PUBLIC UTILITY EASEMENT FL FLOWLINE PROPOSED SWALE FLOWLINE '_ _ _ _ - - - EXISTING WEDGE CURB AND GUTTER 0 GARAGE FINISHED FLOOR PROPOSED GARDEN WALL INVERT MAX. SEE LANDSCAPE PLANS FOR DETAILS MIN. EXISTING GARDEN WALL - NOT TO SCALE -- EXISTING RETAINING/GARDEN WALL PORTLAND CEMENT CONCRETE PE PROPOSED AIR CONDITIONING UNIT - -W- - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN - PROPOSED UTILITY EASEMENT -IRR- EXISTING IRRIGATION LINE RIGHT-OF-WAY STA EXISTING FIRE HYDRANT SD ' EXISTING STREET LIGHT TOP OF CURB ® EXISTING WATER METER TG TOP OF GRATE EXISTING ELECTRIC JUNCTION BOX TOP OF PAVEMENT TS EXISTING TRANSFORMER TW F771 EXISTING VAULT OL_� TF 4" CONCRETE DWY / SLAB ®Z= TOP OF RETAINING WALL 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES QUANTITY ESTIMATE O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. 46 LF 2O CONSTRUCT 4" THICK P.(' DWY / SLAB. 5,411 SF - O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 6 EA ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. 407 SF 5 INSTALL 4" PVC DRAIN PIPE. 104 LF © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. 392 LF EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 450 C.Y. TOTAL FILL (RAW): 450 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. 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 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR- EXISTING UTILITIES 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. i f i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO.1 REVISIONS APPROVED 1 DATE ABBREVIATIONS BS BOTTOM OF STEPS DWY DRIVEWAY ELEV ELEVATION EP EDGE OF PAVEMENT EX. EXISTING HP HIGH POINT FF FINISHED FLOOR FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK GF GARAGE FINISHED FLOOR INV INVERT MAX. MAXIMUM MIN. MINIMUM NTS NOT TO SCALE P.C.C. PORTLAND CEMENT CONCRETE PE PAD ELEVATION PIG POINT OF INTERSECTING GUTTER P/L PROPERTY LINE PROP. PROPOSED PUE PROPOSED UTILITY EASEMENT R/W RIGHT-OF-WAY STA STATION SD STORM DRAIN TC TOP OF CURB TFW TOP OF FUTURE WALL TG TOP OF GRATE TP TOP OF PAVEMENT TS TOP OF STEPS TW TOP OF WALL TYP TYPICAL TF TOP OF FOOTING TRW TOP OF RETAINING WALL NOTE TO CONTRACTOR, DRAI. .GE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN AC(, -.<DANCE 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 PLA A TINTEGRITY N AND THAT THE TEGRI OF THE SWALES IS MAINTAINED. THIS PRECLUDESTHE CONSTRUCTION OF BLOCK WALLS, F T LO K ALL , 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. NOTE: PLANNING AREA: 25 ASSESSOR'S PARCEL NO. 764-270-018 THOMAS BROTHERS GUIDE: RIVERSIDE COUNTY 2002 PAGE 5590, GRID E2 FEMA ZONE D PER PANEL 060245 INDEX SHEET THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT (EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR HYDRO -CONSOLIDATION. NOTE SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. TOPOGRAPHY SOURCE: THE CONTOURS SHOWN ARE TAKEN FROM "THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. P 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 92263 (760) 777-6000 12=11'M DME afl wE HUT Q PQn4 4G aCIT NO. 59434 CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR- ACCESSIBILITY DETAILS THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ,ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved IMSA CONSULTING, INC. PLANNING ® CIVII, ENGINEERING i LAND SURVBYING 34200 BOB HOPE DRP7E ® RANCHO MIltAGE ® CA 92270 TELEPHONE (760) 320-9811 ® FAx (760) 323-7893 LOT NOS, CITY OF LA QUINTA, CALIFORNIA 16E LOT NOS. RG 730 N T 0 n ZEN Q�fO N� ZWN C, NN Z�N LOT NOS. ,IAD PG 152 ZnN o¢°' (7 F (9 0 OT°' RG 783 PG 22 IL O¢°- FCo0 O[ca O¢a C) CC LROT NOS. I O J J G 729 723 LOT NOS, CITY OF LA QUINTA, CALIFORNIA LOT NOS. RG 730 AT LA QUINTA - TRACT NO. 30023-6 PG 18 RG 722 PG 158 @9 ,IAD PG 152 OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. LOT NOS. w RG 788 LROT NOS. I O T NOS. I LRG G 729 723 PG 159 ,e PG 151 LOT NOS. III51 1 LOT RG NOS. RG 728 JI I F- 724 PG 160 0: PG 150 O j L07 NOS' 'Ill Ill PG II LRG 725 PG 149 OT NOS`.''"7,." RG 726 PG 162 [LOT NOS. RG 714 //(/'"/ PG 148 _ Jll1 1 1 LOT NOS. RG 7G 15 3 21 1 P LOT NOS. RG 720 PG 154 LOT NOS. RG 719 PG 155 LOT NOS RG 718 PG 156 LOT NOS, RG 171 PG 157 OT NOS. RG 715 PG 147 LOT NOS. RG 716 PG 148 LOT NOS. RG 784 PG 21 LOT NOS. RG 785 PG 20 LOT NOS. RG 786 PG 19 LOT NOS. RG 790 PG 15 LOT\ RG 791 PG 14 r?�� 20� 40L IGG 792. �¢° a�13 Q LOT NOS. \ 4(�QC� I /023-5 FIG 70 PG 141 \ `!l MOM SEDO EGO E 168 LOT NOS. \ S. RG 710 RG 793 \\ / PG 12 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 0014'08 W PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NOTE ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUI I! AAAO ®FESS! pyq�� yQ�+v l p D E L 9 Tog FC R m u C43880 m Exp. 6-30-07 ®F pF CA0F�Q�`�11 LOCATION SIGNATURE C43880 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE 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. OVED AND RE APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE IING & 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 8E 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 SHAD_ 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 IST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND 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 (NOI) WITH THE STORM WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 15. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 16. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PIANS, INCLUDING, BUT NOT LIMP' - TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, )INANCES, OR LAWS AND REGULATIONS, E TED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLA,, APPROVAL DATE. 17. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING C -LOPED. 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:AMY 30, 2003• PREPARED BY: EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 760-345-158$,, 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. LMDV CITY OF LA QUINTA, CALIFORNIA RG 787 AT LA QUINTA - TRACT NO. 30023-6 PG 18 SEQUENCE 95F-3 PRECISE GRADING -COVER SHLET @9 ,IAD BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. LOT NOS. w RG 788 PG 17 � 3 JJJ 1 LOT NOS. RG 789 PG 16 - LOT NOS. RG 790 PG 15 LOT\ RG 791 PG 14 r?�� 20� 40L IGG 792. �¢° a�13 Q LOT NOS. \ 4(�QC� I /023-5 FIG 70 PG 141 \ `!l MOM SEDO EGO E 168 LOT NOS. \ S. RG 710 RG 793 \\ / PG 12 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 0014'08 W PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. NOTE ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUI I! AAAO ®FESS! pyq�� yQ�+v l p D E L 9 Tog FC R m u C43880 m Exp. 6-30-07 ®F pF CA0F�Q�`�11 LOCATION SIGNATURE C43880 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE 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. OVED AND RE APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE IING & 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 8E 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 SHAD_ 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 IST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND 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 (NOI) WITH THE STORM WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 15. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 16. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PIANS, INCLUDING, BUT NOT LIMP' - TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, )INANCES, OR LAWS AND REGULATIONS, E TED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLA,, APPROVAL DATE. 17. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING C -LOPED. 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:AMY 30, 2003• PREPARED BY: EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 760-345-158$,, 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. LMDV CITY OF LA QUINTA, CALIFORNIA YLTRILOGY AT LA QUINTA - TRACT NO. 30023-6 LMD 1ECK BY SEQUENCE 95F-3 PRECISE GRADING -COVER SHLET LHE]ETS ,IAD BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. al MONROE STREET ---_ TC 422.14) _- _----- TC 42250)TIC-_ `-- 422.76)-- ---------------- TC 422.85)__-_--_---------- EXISTING STORM DRAIN FG 422.36) EXISTING BLOCK WALL SEE MONROE ST. PERIMETER _ PLANS FOR DETAILS. TFW (434.13) `--- O TFW (433.46) --- TFW 433.46 FG 422.74)- '--- - OU Tw (432: TW 431.46 TW 431.46 (433'4 TW 431.46 3.46 TFW (4:53.46) TFW (432.79 TFW 432.79 (� TFW�_43279)---iFSS�(�32.79) TFW 4 TF 424.79 TF (424.79) T 9 TW 431.46 TF 424.12 TM' 431.46 431.46 TW 430.79 TW 430.79 TW 430.79 TW 430.79�TIW30.79TFW 43 .Z9} �" TW- 429.45 TF 424.12 F 424.12 TF 424: 423.46 TF 423.45 F 423.45 FG 423.04) TF 4 3 723.45 FG }ems 430.79 TF 422.11 TF 423.45 a M/ MIN M/a M/a 3oi 3 -'' - i1 ...-.---'-�iss��•�aa= - :�--_ - .s' .•.x • asr=---` �<ar=� - •�av-^xr.:-r.-z sem_" 301 'moo -'�-'J,. -- FG425.9) 4FG•6 65.00' 425.6 TW 431.46 55.00' 4FG3 55.00' 4F5.0 T4 (430.79) 76.99' TW (430.79) TW (430.79) 74.39' TW 430.79v Y \ 424.4 59.84' TF 424.13) fG 425.3 - FG 424.8 FG 424.8 1 FG 424.7 FG 424.7 FG TW 430.12 / y TF (424.12) nli 0.507 0.50% TF (423.46) TF (423.46) IF (423.46) TF (423.46) FG 424.4 d - TW 430.79 n 424.70 ci 0.50% 0.50% FG 425.0 N FL -HP I TF (422.79) M 425.00 TF (423.46) N 425.16 424.5:>_ 424. '�� "i f'/ °J "> 0.50% 425.300.50'K FL -HP FS FL FL -11P 0'509, V rn EXISTING BLOCK-// ? /-­-0.5k FL-HP 424.82 425.50 ® WALL (TYP) 7 Mo ° PA➢0 7*n0 425.84 425.10 FL FS aAY 706 • I 30x 84Y 7335 ° 425.08 0•Spq , FS FL 424.82 424.50 'j �j FS ° ° _j24.27 42q 12 -- eox eAv ,3as a ° ° p FL eox s.Y >3as ' / FC �Np O.5pq� TT 1N q3 , 00) PAT i0 ° ,���° H 0 � ear 0, FF=423.90 U? (j 425.08 2 ° 425.40 ° 0 424.24 w oe q %' 42? 12 ® J FL 1�1 5 g 0 17 2 24. > PE=423.3 N v t 5 �CJ o •`n FS o FL 2 q q•19 F 90� O.g ,9 &J i �• F S q2q N 't LU 1 426.00 6 425.70 0 5• 4210 � 1S 4255.20 0.'7:t, C F J9 -923, LL p,• D=o.3o' 4515 FS 424.34 Q ! o C �-`" 9p q OS' LL FS z7 q 5 r' 4520 , 7 O �� tp 2 0�\• 9 F( 2q Oq 5505 0 5 PRODUCT 1 FLGIBNV PRODUCT 1 7.5' PRO /° ° ' F� tip Lq' PRODUCT 2 s 424.62 PLAN iB s D=o 18' PLAN 1C PLAN 1 �' aGk q2q ss a o FF'425.60 LA TW 430.7 ^ is 425.10h FS q23 PLAN 1C D=0.29' n O FL -INV FF=425.90 D=0.14' " 424.96 N 3q 1 s r�9. GB PE -425.0 FF= TF F o FC 426.00 424.91 o FG -HP 425,40 423.46 c� S �O ,( o FF -426.20 425.26 PE -425.3 1 TW 430.79 a I 425.40 IR P Jrr � o ----- FS FL -INV I 425.22 ° o E'42 424.11 p S 425.70 TF 424.12 4.8 3 0' q ° N PE -425.6 FS y rn o 5.20 „ : p, 6 2c 0 GB FG -HP a N FS 42 FL RO s i 425.84 j� 425.56 425.52 FS S t I n 425.02 FS 11 w 11Y l� U�' % °'50' S EXISTING BLOCK 6 FS 425.56 N hF 5 4-3D.7g i 'J ` I - /l FS FG -HP I 425.30 o r°i• FS 425, t 4! 0, q n • 1 WALL (TYP) - ;� D=0.30' FS -GB 3 24.61 424.21 FS -GB 6 a �' FS TF (423.46) pT TF q23 >9 pF< N31C ^ • f� `/S20 0 //Oo �4-s• 0 425.82 5 FL FL -INV 425.40 D=0.26 4 1 42 C� .n ° 5 FS I. 424.49 ° 424.56 I G8 FS TF 430.79 7.4' F'g2q• 0 o o. TW 431.46 FL -GB TW 430.79 423.gg i A 4 7 1 424.78 FL -INV 1 424. 23g 25.1p r`r FC,J �I n•• C� i2 I TF 424.13 GBTW 430.79 TF 423.46 �� a\ 6 O5 F • 8 F NV F f y r 2 FL -INV 1 430.79 o GF=425.00 v> T'� FL- 5'• C 3 S 42 Gg F h• 426.00 ��+ GB TF 424.12 F 423.46 iD GARAGE ( D-0.19' GB F •92 ; 4 p 42S 7.5% TW 431MIIIIIIIi.46 1W 431.46 �n o 4' GARAGE 7606 Tyy 42q r r p 36 42 ' O r/ o • ? FS °J FF=425.60 S ?q F= O `-- 425.46 1 s PE x25.0 4CASITA23.79 i )� TF 424.12 TF 424.12 FL -GB TF .1 (5� 7 casira FS d\ ° GF=425.60 ,o GF=425 30 2 _Gg° 63% 424.19-4246) 023 > �h q 0,> 1 ?S q 4, p TW 431.46 ,s6a �n E- ° 7s54 G l- 0, J )62 1 J • ,i, TF (424.13) 424.81 3 �N a' cAAaRicG,eo6 0: ' p GARAGE S. 4245.58 a � 3 ,. GE 0 o F 93 N TF `3 g ( F\ 24 q? 80 M <' GARAGE ,E06 N GgRA F 424.80 d'a FL ARI,, `t C�• 423, 4 S F 6> FS 424.71 °424.410 424 87 5 >eos q� Q 46 2,j S,' 423.9 ri 6 FC�'Sg Gg ri M 424.76 LFL -GB ° •Aq b�FL-GB v� ^ •o FS -GB b\ 424.14 ;°' �'FL-Ga 2 ti 2 1N , Q iS i��� N yMo° 42431FL-GB in rn L-Grd�-n 425.19o0 423.28 o ry N ^ .r FS 22 GF, 11y 0 0 0 2 o rn 2 N 2 'a N 423.01 '� ,`t x,101 io FS G 424 > 7F q30, V:3 FS `� 0 N FS -FL v FS -FL `�• "% \:./'" 4. ARgC, 0 q 12 q 423.79 423.55° 423.47 423.39 ° 423.20 23.1 1 @ cNv 422.77 ° cnRnct q23 6 -- w 3.63 a 422.94 - FS -FL 4 °' cGgRZ4 a �°7 FS ! F J o a FS -FL F�-GB FS -EL FS -FL FS -GB FS=FL S -GB FS=FL ° 4. 2� 2.86 422•''A4cgsf° 0 0\ 6 C3 3 d' 13.56' 1.44' 55.00' 4 .50' 14.50' -a FS -0`g Fg� 6> O W 0B ^� ° TF p'130 Q2 - 1 _ �423.19 -_ _ _ _ _ _ A 1.09'�o.� ?89) "95'FF-424.00 TTC 423.55 TC 423.39 C 423.31 TC 423.12 C 422.95 2Sg ^ Com• 0 - i a� ° Pe\42STC 22.86 F'PE•423.4 FTC 423.43 C (423.20 L 422.45 TC TC q22- q9 g4 ; 422.89 69w2TC 423.47 TC 423.15 T 423. TC 422.93 TC 3 F J h q3 5 s - s s - s TC 422.64 TC 42 \ C 2 ° F3 gS q F(? ce3 TF 422 Tc 42 .7s _ 14+00 _ CAC_TUS SPRING DR IVE =22.7a zs9 � V s 2q s 1 __1 +00 _ TC �\_ F ?p -I TP 423.62 TC 423.27 TP 422.88 - �- `�s4?2-5j TC gX243 F�FC\°42 .n (0.5036% ( ) - `J \ 2?.3>� 2. a (0.5036% 00 _ C \ T �\ S pe FC - M 3. TC 423.55 W - -w - 2 \ TC q C q� SS /7 TW 430.12 TC (423 ) ) FOR PERMITTING PLANNING & ZONING COMPLIANCE AND RECOMMENDED [PROVED R APPROVAL BY: TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES PROPERTY N LINE z o 2 3' MIN 2' MIN o 0IIII2 2%� MIN -1777 =1 -III -III-' = =III -III I III-' 00 2 -III-111 1111111 111-' FL 2% M-'"-� MXc+ PATIO CONCRETE LANDING 1% • 1 Mme_ NTS 2=ITI=11 GARAGE STOOP CONCRETE LANDING I_ I I I-1 i 1-1I 1=n I-11 r=n 1= I,1 4 NTS -----=-------- ------------- FL M 2 �4 TF NOTE: _ 422.45 � •41 '`3j � \ (422.79) L.i i =a --a/w- - _ _ THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL PRODUCT 1 y. I 55.01 - 55.00' 1 63.74' 12.£19' \ \ q?229 \ PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY r`j - - - 95.50' \ TC 4224 \ s\ TC\ 1) S \ PLANSDEPENDING FOR ON VARIOUS FURTHER DETAILS.)ILNS. (SEE ARCHITECT'S FI TRACY *0023-19 A NOTE SEQUEHC E WIF .> 424991xp0 GUEST HOUSES/CASITAS ASS\ SHOWN WERE SUBMITTED FOR APPROVAL UNDER A MINOR a �@ •S �® R�� USE PERMIT 2007-*. ¢ 0' 20' 40' 60' 80' SIDE YARD BLOCK WALL QF' SCALE 1"=20' - 72 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 DETAIL NTS EX. GARDEN WALL PROPERTY �Q a LINE V 3' MIN. 2' �' 2 3' MIN. MIN. MIN. z P/L, R/&W °B.O.C. `° 10' P.U.E. PE OR FG PE OR FG (LOW SIDE) (HIGH SIDE) FF 4' SEE PLAN SEE PLAN ?.•1 SIDEWALK F 1% MIN. 2:1 MAX 7'0 20% 2% I=III -I I f I I' I I a e III - " I - ITi� I I ° • =ZZ=_ I I - II1 III =- 'I I I_, Mw. II-ni Iii_ 2•i �' �! _�� ' 1 % MIN. I' 0.30' "' 11=1 pAFF 2:1 MAX I 111,;,111 MIN. � 'll III, ,III III- FR p�� DigjAlert DIAL TOLL FREE SECTION A -A 1-�00-227-2600 TYPICAL EXISTING GARDEN WALL SIDE YARD DETAIL (PEPS DO NOT EXCEED 1'-0• VERTICAL DIFFERENTIAL) ©Copyright 2007 AT LEAST TWO DAYS NTS MSA Consulting, Inc. BEFORE YOU DIG All Rights Reserved NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. PLANNING s CIVIL LNGINBBRING s LAND SURVEYING 34200 Bos HoPE DRivE s RANCHO MERAGE Is CA 92270 TBLEPHoNB (760) 2120-98U s FAX (760) 323-7893 -L L I Ir 3MIN -II ©EXTENDED FOOTING DETAIL NTS P/L, R/W 37' B.O.C. 10' P.U.E. 18.5' 18.5' 4' (PRIVATE STREET) Q�� P, DE Cq A`F 'AL NON -LOOP STREET SECTION co09, CACTUS SPRINGS DRIVE LU1 ' C43880 m NTS M Exp. 6-30-07 v qrF OF CA1 �FOP� BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N0. DE I MARK LMD LOCATION SIGNATURE C43880 -DRAW-NE 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF CHECK E MADISON ST. AND 18' .SOUTH OF AVENUE 50. JAD P/L TO 0.33' 2% 17, INSTALL 4" PVC S.D. I LINE ( 0 17 IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION C -C INSTALL 4" PVC S.D. LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO I FS 2= S 1-02 FS 1 4SEE PLAN a S 2% 1% 3:1 I a Fk 3' MIN. 2' MIN. C ® I C LEGEND FF (PER GRADING PLAN) En PE (PER GRADING PLAN) z aZa n w EXTENDED FOOTING = 'N R/w EXISTING RIGHT -OF -WA`! - C/L OF O J - - EXISTING PUBLIC UTILITY EASEMENT -- E PROPOSED SWALE FLOWLINE SWALE - - - - - - _ EXISTING WEDGE CURB AND GUTTER O1MA==3w==awIolI PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS �a�4•��aa EXISTING GARDEN WALL �T EXISTING RETAINING/GARDEN WALL ® 2p - 0 a0 - EXISTING WATER MAIN ' o - EXISTING SEWER MAIN w U) -IRR- EXISTING IRRIGATION LINE LLJ opo FL PER GRADIN /-T -L L I Ir 3MIN -II ©EXTENDED FOOTING DETAIL NTS P/L, R/W 37' B.O.C. 10' P.U.E. 18.5' 18.5' 4' (PRIVATE STREET) Q�� P, DE Cq A`F 'AL NON -LOOP STREET SECTION co09, CACTUS SPRINGS DRIVE LU1 ' C43880 m NTS M Exp. 6-30-07 v qrF OF CA1 �FOP� BENCH P.D. 109-70 ELEV. 27.941 (NGVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N0. DE I MARK LMD LOCATION SIGNATURE C43880 -DRAW-NE 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE DATE LMD WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF CHECK E MADISON ST. AND 18' .SOUTH OF AVENUE 50. JAD P/L TO 0.33' 2% 17, INSTALL 4" PVC S.D. I LINE ( 0 17 IF NECESSARY TO CONSTRUCT STOOP/PATIO SECTION C -C INSTALL 4" PVC S.D. LINE IF NECESSARY TO CONSTRUCT STOOP/PATIO I FS 2= S 1-02 FS 1 4SEE PLAN a S 2% 1% 3:1 I a Fk 3' MIN. 2' MIN. C ® I C LEGEND ®®+�®.®®®®.. CITY/COUNTY LIMIT LINE © EXTENDED FOOTING R/w EXISTING RIGHT -OF -WA`! - - - EXISTING CENTERLINE - - EXISTING PUBLIC UTILITY EASEMENT -- E PROPOSED SWALE FLOWLINE - - - - - - _ EXISTING WEDGE CURB AND GUTTER O1MA==3w==awIolI PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS �a�4•��aa EXISTING GARDEN WALL �T EXISTING RETAINING/GARDEN WALL ® PROPOSED AIR CONDITIONING UNIT - W- - EXISTING WATER MAIN - s- - EXISTING SEWER MAIN -IRR- EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT EXISTING STREET LIGHT ® EXISTING WATER METER EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER EXISTING VAULT O2 4" CONCRETE DWY / SLAB ®� 6" CONCRETE DWY / SLAB CONSTRUCTION NOTES Ot 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 2. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. O INSTALL 4" PVC DRAIN PIPE. © CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. PLAN 4' THICK P.C.C. GARAGE STOOP/PATIO SLAB DETAIL NTS summon CITY OF LA QUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-5 SEQUENCE 15F-3 PRECISE GRADING - LOTS 14-19 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEET 2 OF 2 >HEETS _Q