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MUP 2007-887FWANCE » coft � � City of La Quinta Community Development Department 78-495 Calle Tampico California 92253 -7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No.M a 0 l - 913 Date Recvd. Fee: f Related Apps.: Logged in by: &\ TION FOR MINOR USE PERMIT APPROVAL 4-1 4G/ 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 1y� ` ► �.lN C- - 1 o- (Print) ''nn^ j� MAILING ADDRESS \((Q Q��' �L�S ' r N Phone No. (00) -1-1 CITY, STATE, ZIP: J ck a lei tZ� 4 L Pr --?--,_Fax No.( --1(-06) PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: " D --r • A-,, Ou'L ry8-E. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): — �C.iC --* 300 23 A 18\Minor Use Permit SUBMISSION REOUIRF7, XUX . • ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x I I" sheet or folded down to 8'/Z" x 1 I". ❑ 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 C' — (Please Pri t c�� SIGNATURE OF APPLICANT DATE � NAME OF PROPERTY OWNER �(A eS (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit February 16, 2007 • • Ms. Gravielita Nieto BFILE COPY Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2007-887 TRILOGY, TRACT 30023-7, PHASE 17A-3, LOT 33 & 35 - CASITA Dear Ms. Nieto: Your request for approval of Minor Use Permit 2007-887 allowing the construction of a casita at the following location is hereby approved: Lot 33: 81-661 Rustic Canyon Drive Lot 35: 81-u85 Rustic Canyon Drive You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for the homes address. It must be signed by the owners in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, ERIC CEJ Assistant Planner c. Building and Safety Department P.O. Box 1504 - LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO - LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 4 1 • • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-685 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 16th day of February by Shea Homes. as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner . of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 35, TR 30023-7 in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2007-887); 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 ru-n 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 .0 released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be, entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta, a Municipal Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree .to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Printed Name of all owners) -Z/V/7 Les YWnson Date Planning Manager City of La Quinta 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 ply �7 , before me o , Notary Public, personally appeared perso Ily known to me or proved to me on the basis of s isfactory evidence to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/heritheir authorized capacity(ies); and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf Of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature of t e Notary Pu lic # 16977% Nofty haft.- Caf nft _ tib Ca - Exp m o�cf 16.2011 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gravielita Nieto Shea Homes 60-946 Desert Rose Dr. La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-661 RUSTIC CANYON DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 16th day of February by Shea Homes, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 33, TR 30023-7, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2007-887); 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: Les jZhrison Planning Manager City of La Quinta Printed Name of all owner(s) ",Ylo7 Date ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On a'/14//aW7 , before me, ,�.�,,� , Notary Public, personally appeared1p�ersonagy-known to me or proved to me on the basis of sa ' factory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, . Q� A Signature oft a Notary Pu lic Ca"Mus mANLt1► camp+ a 1697M sNota► PWAC - camoffft ! co�nl Q.,MVC0nM&Pk"0ct1L.201j Trilogy at La Quinta Construction Phase 17A3 Seq. # Lot # Address Plan & Garage Driveway Casita Bay Window Garage P io Ext. Total Livable Elevation Orient. SF. 1 33 81661 Rustic Canyon Drive 5505C Left Left Yes - 247 sf. Box Bay @ MBR - 4 ft. Ext. - 83 Patio Ext. - 26 sf. sf. 315 sf. 2,094 2 34 81673 Rustic Canyon Drive 5500A Right Right Ext. Box Bay @ 4 ft. Ext. - 83 MBR - 63 sf. sf. 2,450 3 35 81685 Rustic Canyon Drive 4520C Left Left Yes - 255 sf. Box Bay @ MBR - 4 ft. Ext. - 83 26 sf. sf. 1,943 Box Bay @ MBR - 4 36 81697 Rustic Canyon Drive 5515C Right Left 26 sf. & Nook - 26 f. 2,174 5 37 81709 Rustic Canyon Drive 5500B Right Right Excerise Rm - 149 sf. Ext. Box Bay @ MBR - 63 sf. 4 ft. Ext. - 83 • • 2,599 Total 11,260 To CLQ on 2/8/07 LCIEME Do FEB - 8 2007 i �� SIDES AND REAR ELEVATIONS 4520-C WITH GASITA OPTION 0 • FRONT ELEVATION 4520-C WITH GASITA OPTION - -- ---__--__-____---r._r__-- ECo����%(� SQ. FOOTAGE i CASITAS EWE �c D CASITA 255 Iw FEB o � BA I I'. " I 2007 i 0 CITY OF lA ----' ',)MMUNITY OFvail o. s.. ------ I ------ OPT. CASITAS 4520-C (0 10N a qb4-4520)V...a P I PARTIAL RIGHT 5505-C OPT. SUPER GASITA e.,.ww • PARTIAL FRONT 5505-C OPT. GASITA --�-^� PARTIAL LEFT 5505-C OPT. GASITA """` OPT. GASITA - V � I II r I f I I BEDROOM i2 DE,OPT. BE/ I I I I I I I 1 I \ I I I I I I I I I I I y CASITA I y I I ------------------ I y I I I y I I I y I I I I I - I SO. FOOTAGE GASITA 341 FLOOR PLAN ADDENDUM OPT, GASITA FLOOR AREA: 31190. (OPTION ^'1964-5505) SQ. FOOTAGE CASITA 341 FLOOR PLAN ADDENDUr OPT. SUPER GASITA (OPTION n5: FLOOR AREA : 241 50. PT. CITY OF LA QUINTA LIMIT UNE IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CONSTRUCTION PHASE 17A®3 LOTS 33®37 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 EP EDGE OF PAVEMENT S/W SIDE WALK ERFEB ��p v EX. EXISTING TC TOP OF CURB D 0 4" CONCRETE DWY / SLAB HP HIGH POINT TG TOP OF GRATE = 8 2007 FF FINISHED FLOOR TP TOP OF PAVEMENT ® 6" CONCRETE DWY / SLAB FG FINISHED GRADE TS TOP OF STEPS rry v u,NraMUN"QEVELOFMENr FH FIRE HYDRANT TW TOP OF WALL OEPAgTMENT FL FLOWUNE TYP TYPICAL I FS FINISHED SURFACE TF TOP OF FOOTING GB GRADE BREAK TRW TOP OF RETAINING WALL GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE VIII INV INVERT CONSTRUCTION NOTESQUANTITY ESTIMATE CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) 113 Q a3 vg� & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. 44 LF O2 CONSTRUCT 4" THICK P.C.C. DWY/SLAB.�3-50 FNBF9R fE O3 PROVIDE DRAINAGE SWALE "ENING PER DETAIL ON SHEET 2.CII 300 - / 6 EA 5,066 SF ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 414 SF 8£ 1� ��Q l I' � = 4�27 1 1 ii EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 375 C.Y. TOTAL FILL (RAW): 375 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 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. NOTE TO CONTRACTOR, DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWUNES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. ®IgiSafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED DATE NOTE: PLANNING AREA: 25 ASSESSOR'S PARCEL NO. 764-270-018 THOMAS BROTHERS GUIDE: RIVERSIDE COUNTY 2002 PAGE 5590, GRID E2 FEMA ZONE D PER PANEL 060245 INDEX SHEET THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT (EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR HYDRO-CONSOUDATION. NOTE, SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. TOPOGRAPHY SOURCE: THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING u CIVIL ENGINEERING B LAND SURVEYING TeRB S TS VLR>A` 23-7 IIIA'4S G4 ©® 307 51351 1130 4'r �m�TIU�C4 a 1�u"i=9 1 I �YS1�iTIaC� Oji 51 3 � 'ACT 3 023-7 129 28 RUSTIC CANYON DRIVE --------- SFT 0 TRACT®23_7 37 36 emau�F E 17§'"2 34 35 09aUTCCE 179 X300 X351 �� 33 -3JY 1 - SHEET INDEX MAP 01 loo, 200' 300' 400 IIIIIIIIIIIlim r MEIN" SCALE 00 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THIRD 102, OF MAPS, O.R. NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' RK P.D. 109-70 I ELEV. 27.941 (NGVD29) 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. , �cI,POFESS/pN9C DE C 5Q`� vP� p q To9 cOy�% 9 y w4388 m m Exp. 6-30-07 F 0 F 0 F � CA LIVID SIGNATURE C43880I DRAWN BY JULIAN A. DE LA TORRE DATE LIVID JAD APPROVAL BY: A HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE ILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 Y OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AND R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STORM WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 15. THE CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 16. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT 144ITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARD: ROMANCES, OR LAWS AND REGULATIONS, >CTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS ,PITH AUTHORITY SUBSEQUENT TO THE PLAN PROVAL DATE. 17. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. GRADING NC _S 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30, 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. 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($). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. CITY OF LA QUINTA, CALIFORNIA SHEET TRILOGY AT LA QUINTA - TRACT NO. 30023-7 1 CONSTRUCTION PHASE 17A-3 - LOTS 33-37 3 PRECISE GRADING PLANS - COVER SHEET BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34. T.6S.. R.7E.. S.B.M. SHEETS PROJECT ®LEGEND 1 SITE _ i +®+®®®®+®®+ CITY/COUNTY LIMIT LINE 61 st Ave. N R/w EXISTING RIGHT-OF-WAY EXISTING CENTERLINE w - - - - - - EXISTING PUBLIC UTILITY EASEMENT of ® N(E PROPOSED SWALE FLOWLINE z n AVENUE Ln hy- p - - - - _ - - - EXISTING WEDGE CURB AND GUTTER O LV) 0 O1 PROPOSED GARDEN WALL ® SEE LANDSCAPE PLANS FOR DETAILS COUNTY OF RIVERSIDE EXISTING RETAINING/GARDEN WALL 64th AVENUE EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT VICINITY MAP OF, - -w- - - EXISTING WATER MAIN NTSti -s- - - EXISTING SEWER MAIN ABBREVIATIONS - -IRR EXISTING IRRIGATION LINE EXISTING FIRE HYDRANT BC BEGIN CURVE NTS NOT TO SCALE BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE EXISTING STREET LIGHT BCR BEGIN CURB RETURN PE PAD ELEVATION BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER ® EXISTING WATER METER BS BOTTOM OF STEPS P/L PROPERTY LINE CB CATCH BASIN PROP. PROPOSED P EXISTING ELECTRIC JUNCTION BOX C/L CENTERLINE PUE PROPOSED UTILITY EASEMENT C/o CURB AND GUTTER PVMT PAVEMENT EXISTING TRANSFORMER EC END CURVE R/W RIGHT-OF-WAY ECR END CURB RETURN STA STATION ELEV ELEVATION SO STORM DRAIN a EXISTING VAULT IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CONSTRUCTION PHASE 17A®3 LOTS 33®37 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 EP EDGE OF PAVEMENT S/W SIDE WALK ERFEB ��p v EX. EXISTING TC TOP OF CURB D 0 4" CONCRETE DWY / SLAB HP HIGH POINT TG TOP OF GRATE = 8 2007 FF FINISHED FLOOR TP TOP OF PAVEMENT ® 6" CONCRETE DWY / SLAB FG FINISHED GRADE TS TOP OF STEPS rry v u,NraMUN"QEVELOFMENr FH FIRE HYDRANT TW TOP OF WALL OEPAgTMENT FL FLOWUNE TYP TYPICAL I FS FINISHED SURFACE TF TOP OF FOOTING GB GRADE BREAK TRW TOP OF RETAINING WALL GF GARAGE FINISHED FLOOR TSF TOP OF STEEL FENCE VIII INV INVERT CONSTRUCTION NOTESQUANTITY ESTIMATE CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING (FOR PERMIT PURPOSES ONLY) 113 Q a3 vg� & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. 44 LF O2 CONSTRUCT 4" THICK P.C.C. DWY/SLAB.�3-50 FNBF9R fE O3 PROVIDE DRAINAGE SWALE "ENING PER DETAIL ON SHEET 2.CII 300 - / 6 EA 5,066 SF ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 414 SF 8£ 1� ��Q l I' � = 4�27 1 1 ii EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 375 C.Y. TOTAL FILL (RAW): 375 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 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. NOTE TO CONTRACTOR, DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWUNES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. ®IgiSafely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS APPROVED DATE NOTE: PLANNING AREA: 25 ASSESSOR'S PARCEL NO. 764-270-018 THOMAS BROTHERS GUIDE: RIVERSIDE COUNTY 2002 PAGE 5590, GRID E2 FEMA ZONE D PER PANEL 060245 INDEX SHEET THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT (EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR HYDRO-CONSOUDATION. NOTE, SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. TOPOGRAPHY SOURCE: THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH GRADING PLANS BY MSA CONSULTING, INC. © Copyright 2007 MSA Consulting, Inc. All Rights Reserved MSA CONSULTING, INC. PLANNING u CIVIL ENGINEERING B LAND SURVEYING TeRB S TS VLR>A` 23-7 IIIA'4S G4 ©® 307 51351 1130 4'r �m�TIU�C4 a 1�u"i=9 1 I �YS1�iTIaC� Oji 51 3 � 'ACT 3 023-7 129 28 RUSTIC CANYON DRIVE --------- SFT 0 TRACT®23_7 37 36 emau�F E 17§'"2 34 35 09aUTCCE 179 X300 X351 �� 33 -3JY 1 - SHEET INDEX MAP 01 loo, 200' 300' 400 IIIIIIIIIIIlim r MEIN" SCALE 00 BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THIRD 102, OF MAPS, O.R. NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NGVD29)+500' RK P.D. 109-70 I ELEV. 27.941 (NGVD29) 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. , �cI,POFESS/pN9C DE C 5Q`� vP� p q To9 cOy�% 9 y w4388 m m Exp. 6-30-07 F 0 F 0 F � CA LIVID SIGNATURE C43880I DRAWN BY JULIAN A. DE LA TORRE DATE LIVID JAD APPROVAL BY: A HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE ILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 Y OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AND R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STORM WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. 14. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 15. THE CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 16. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT 144ITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARD: ROMANCES, OR LAWS AND REGULATIONS, >CTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS ,PITH AUTHORITY SUBSEQUENT TO THE PLAN PROVAL DATE. 17. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. GRADING NC _S 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30, 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. 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($). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. CITY OF LA QUINTA, CALIFORNIA SHEET TRILOGY AT LA QUINTA - TRACT NO. 30023-7 1 CONSTRUCTION PHASE 17A-3 - LOTS 33-37 3 PRECISE GRADING PLANS - COVER SHEET BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34. T.6S.. R.7E.. S.B.M. SHEETS (�Qy U fl_&cGn�n(�n {��J G; h' Lt' �� �w✓��c if Gt LSW�l�iTS% �J�QUEL'V E (l7/A_� mot C �tiv NJ -_w, is uu\fl�✓S tluVG -2, . 7 jl a',G+ea?i,E i v O i 11 4W1 / -•-_ ------i � � c� LLz r �- y GARAGE � GF G arta i 439.i0 � � -T -- -- - / �I `---- - 4.35 - -w_ TC 435.0 ® -IA- 3.85) 1.3057FL (43 TC 435.8 12 CANYON DRIVE PIG 3720 RVSZI .54 _ - - - _ _ k g T 436-951.305% .B8 1+00 _ ii 437.30 ---- - s- - 437.78 -I I PIS0 w 437.31 TC 43 47 30+00 - TC 435.90 - s- - - - - _--wPIG I F 43 _ J TC 436.16 �. - s TC 434.35 TC 434.99 FL (433.85) TC 434.11 TC 438.61 1,305% s - TRW 437-67) TW (442.50) c6 TC 434.87 TC 434,66 - _ o s-- TW 443.60 RI 435.`1 TRW 436.50) TC 436.58 TC 436.35 - - - O�-S--�-�-�� - FL 438.11 0 - (- 1 + -FjT-IIIL�- 29+00 �. 7f (437.60) IF (435100 � 34.50 - 8.91 436.35 _ � 68.76' - 437.97 .59 s 437.38 TC 437.05 TC 4�6/� 434.76 434.45 36.88 _ 434.97 FSGgFS-FL TC 438.7C 4378 - a 62. 6' 435.41 FS>=FL' m 435.55 - 9s ( fL 437.54 -51 X435.90 a FS-GBNo FS?TC I I n N FS- L -y - 436. TC 438.18 - - - - -� g,43 436.68 b` s _ FS-Gg N FS-F� c1 437.08 - 7C 438.72 - - -- _ v i . _,. 437.113 FS -FL _ M 435.53 _ 0 0 437.59 ,D <`, � it 1 436518 y � � � „�• 435.E0 2 M _ 64.5' 43 ,69 FS -CB N FS 1 i M s FL -G6 7so a - 437.90. FS 2 43$.07 ° FS SGB 08438.46 2437.69 GF46.00 43FS 7 FL GB FS 437.62 FLm�B (1 , 436.63 055 y5 'o GARAGE - TW 441.84 FS- 20 FS -AFL n TW 444.93 F 2 43824 ' a 3 FL -GB wo 4 4 TN 442.50 0 3 435.59 TF 433.84 oo B.79 �- 2 IF 437.60) vi FS -GB it o o 1 { o TW 442.50 1 c° n 7F (435.16) N� FL ( ) SFS -FL N 53 439.41 a < 4 8.43 FF=437.60 7s�a 4 e 7s05 ^.I n o j TF 435.84 L 436.86y m m TW 441.84 1 438.50 2 ° GB PE=437.0 GF=438.10 E' • o'ri c M 436.70 n 436.79 y o TF 435.16 436.40 TW 441.84 FS FL TW 444.26 G TF 434.5 I c� GE I 1 s `v439.33 ~- �JpB' yFL-O� Taos 439.16 �. 5.03 W'444.26 I' ,'�,t4� d"t- 1 °1 FL -HP F4` s�M 435.70 FS 1 0 0 FL -GB o 5' (;F 438.90 FS -GB 438.48 TF 437.60 as 1 TF 437.60 Q 1y i ` 437.22 -r �i 436.1 437.67 3 ;3 wL l r I I FS 436.92 �ri. 436.12 O cera �! N rnE ]cos �' GARAGE �� _ 3 FL FL 438.39 _ (1Y ``' ,V1° FS 435.70 3 8 5' ToseLLin °� I GGARAGE O o a 438.50 b yc FS -"P 437.74 0 { rj� 436.70 2 ° F=437. o ]sloes 2 Oo 439.38 < FL -HP _ TW 446.93 3 N TW 445.60 439.30 TW 444.93 o FS Eli 3 FL o , 1 y coir r 0 435.70 TW 444.93 1 FS 1----`I�; 438.31 438.32 s f I I I FL -HP �' FL -HP "TF E 35. 37 43F6S40 4;36513 P ,4435.82 TF (438.93} IF (438.26) IF 437.60 0 438.20 FS"GB FS b FS -G TW 445.60 Lq IF 438.26 Q FS ° 1 ( 1 I, 437.2 <, �- n 1 Irl 3 1 ! B °' 00 0 438.60 o cw 438.37 �to ,I j`n 1 - 436.64 L `5� z� 1 IF 438.26 FL -"P 439.03 ,n = FS 437.80 I Q' j FN 3 FL 2 ! � TF 438.93 y 439.50 _ �`'< PRODUCT �� 2 v 435 2 34 FS o rn 4385 0 3 FL -HP I F� �j! 437.40 36 1 TW 442.50 PLAN B C= I .o FL -HPI tt tea. FSO GB 44FS Z8H0 55OO43Fs 0 a a- 4 437.80 4520 7.5'' I� I FS 5515 IF 435.84 '.� FF"436.60 o I, I aC, PE 436.0 a}J N�- 439.50 PRODUCT 2 o FL -HF PRODUCT 1 ' I �Ii:o PRODUCT 2 pL6HP ! 0 436.40 435.57 ' o 439.50 3 3 440.20 FL -HP o. o 2 FS-��EXISTING Q{ FL -HP 5505 Fs PF a3s.6o 2 438.60 Ln PLAN 3C o I PLAN 3C ITS 32 II 439.39 F1 -HP FF=438.70 .n FF=437.60 A 4436.24- Nf �nP•) WALL n## PRODUCT 2 Y PE=438.9 0 <I PE°438.1 I r d m 437.40 5.23' FS o+Y .o FL o A M u�r 5.34' PE=437.0 436.56 nl(� 35.53 FF=441.40 ; in' .� - i° 438.47 'n < M M mli 2� 0 439.30 438.50 437.58 436.43 FS - a` - FL -GB 5 4 FL -GB N y BAY 7302 FL -GB 1 t(�5 PE -440.8 o PLAN 1C --3 ' FL 437.65 IF (441.4) 7E FF°440.40 440.2( 4 FS FL F$ esY 7335 I c� w eoxf-LAY n 1 a eaY 7335 435.49 °y 1W 441.84 Oo EX. BLOCi 439.8 FS 439.96 439.14 - -437.60 E� y r r 'I`� 2 43FS28 TW 442.50 Oo WALL (TYF, I PE= y FS - y <, �� - FS . •, N� s �y 443.60 I /� o 4 ° 438.39 P, FL -0 38 TF 437.60 I TW 442.50) �s IF (435.16} OSOy N o' 439.32 4pano nto� FL i1I 7.72' 438. I 438.43 1 _ S - ��I ' TF 436.50) M 4 F�C `a TW 439.80 2 i 1�--� 436.0 ° 18.16' $1 TF (433.84) FL -G© s u eoz eav 7335 43F�28 eaY 73oz '� y FL $G6 O) n o50�M jl 1\' 0.5pq N 0 437.0 ! - 46.55 1 -,.. Q�jS �!._ �! 2 440.04 r FS I 2 2y, 'q r c7 I 437.0 64.48' FG [� T EXISTING / �' N M� I I=- -_ F 444.93 t Us� 1 BLOCK WALLS ° 438.1 �'' _-r-.,•� - T 5 5 �`7 IF (437.60) 59.60' a I j $ I�g -" - y TW 437.84 ny (437.16) 435.27 y TW 437 6 TW 4 J3) (TYP•) / p• 0,5 ^ NN FG TW • 437 84 436.23 TE 435.84) IF (435.16) FL F (43 .16) G I r i 09, 438.9 _, __..,. _. TF (435.84) F 435-----__ IF 438.93) ; �S?y ^ TW 445.60 24,13' �� 437.37 I EXIS nU TW 442.26 IF (4 4396 4 8.9 41.76' r `�'� FL y TW 439.60 I j 435.0 435.0 -TING BLOCK 4 F (438..6lij s _ ,1 TF 437.60 I FG EX. KNEE WALL OPENING -.KNEE WALL II 3 z - I TW 437.8 F- 438.17 437- 43460 F 436. O) PER SEPARATE WALL PLAN FG Typ,) 4 9 8 68,05 _ _ a TW IF (437.60) (SEE DETAIL °A°) FG - TN( 440.26 F 440.26 438.94 / 1 433 66 02' 439.08 TW 440.93 IF (438.26) 4 FGO IF (438.26) 437.0 TW I 1 I 3 FG IF 437.60 TW 440.93 FL 1 7 44226 EX. KNEE WALL OPENING EX. BLOCK 1 1 I TF (438.93) y EXISTING BLOCK PER SEPAFWE WALL PLAN WALLS (TYP) IF (439.60) KNEE WALL (SEE )ETAIL B } 1 EX. KNEE WALL OPENING TYP.) I 1 PER SEPARATE WALL PLAN pi] M EX. CART PATH (SE DETAIL 'A') 438.0 CD 439 FG tn DigjAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS APPROVED I DATE NOTE GRADE EXISTING GOLF COURSE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE (0.50% MIN.) O Q�OFESS/ONq� P. DE LA�o9 F�� 49 i a\ 9 y co Lu C43880 m m c Exp. 6-30-07 qTF OF CAL \402 R.G.E. NO. DESIGN BY C43880 LMD DRAWN BY DATE LMD CHECK BY JAD OVED FOR PERMITTING © Copyright 2007 RAPPROVED AND RECOMMENDED FOR APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE ANG & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 MSA Consulting, Inc. CITY OF LA QUINTA SAXON ENGINEERING SERVICES CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING All Rights Reserved & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. MSA CONSULTING, INC. BENCH O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. PREPARED UNDER THE DIRECT SUPERI ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. P D. 109-70 ELEV. 27.941 (NGVD29) PLANNING i CIVIL ENGINEERING B LANG SuRvEyiNG MARK ePx EXISTING RIGHT-OF-WAY - - - - EXISTING CENTERLINE LOCATION - - - - - - EXISTING PUBLIC UTILITY EASEMENT SIGNATURE 34200 BIDE HOPS DRIVE ■RANCHO MIItAGE e CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING JULIAN A. DE LA TORRE WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY I11, TELEPHONE (760) 320-9811 In FAX (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. O Q�OFESS/ONq� P. DE LA�o9 F�� 49 i a\ 9 y co Lu C43880 m m c Exp. 6-30-07 qTF OF CAL \402 R.G.E. NO. DESIGN BY C43880 LMD DRAWN BY DATE LMD CHECK BY JAD OVED FOR PERMITTING PLANNING & ZONING COMPLIANCE RAPPROVED AND RECOMMENDED FOR APPROVAL BY: HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE ANG & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. LEGEND °®®®®®®®®®CITY/COUNTY LIMIT LINE ePx EXISTING RIGHT-OF-WAY - - - - EXISTING CENTERLINE - - - - - - EXISTING PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE _ - _ _ _ EXISTING WEDGE CURB AND GUTTER O1 PROPOSED GARDEN 'NALL SEE LANDSCAPE PLANS FOR DETAILS -- "--==•i---��`--���--;z= EXISTING RETAINING/GARDEN WALL -_ EXISTING GARDEN WALL -- �- EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - -w- - - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN - - SRR - EXISTING IRRIGATION LINE } EXISTING FIRE HYDRANT EXISTING STREET LIGHT ® EXISTING WATER METER EXISTING ELECTRIC JUNCTION BOX ED EXISTING TRANSFORMER EXISTING VAULT OZ 4" CONC, . DWY / SLAB ®� 6" CONCRETE DWY / SLAB CITY OF LA QUINTA, CALIFORNIA TRILOGY AT LA QUINTA - TRACT NO. 30023-7 CONSTRUCTION PHASE 17A-3 - LOTS 33-37 PRECISE GRADING PLAN BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34. T.6S.. R.7E.. S.B.M SHEET 2 L m OF � 3 0 V SHEETS 3 PROPERTY LINE I —I— LF GARAGE STOOP CONCRETE LANDING W/ SWALE CONDITION NTS GARAGE STOOP CONCRETE LANDINGS NTS PROPERTY wQ LINE �C�w �w C PATIO SECTION A -A TYPICAL GARDEN WALL SIDE YARD DETAIL NTS ®1g j Aleft DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. SIDE YARD - BLOCK WALL OMIT ONE BLOCKAT--/ SWALE FLOWUNE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL /—,\ NTS EX. KNEE WALL A ®EX. WALL FOOTING OMIT ONE BLOCK AT FLOWLINE OF FL VARIES PROPOSED SWALE TO PROVIDE OUTLET (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL °A• NTS PROPERTY 1 IAIC SECTION B -B EXISTING GOLF COURSE KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL 37' FUTURE EA DRAINAGE EX. KNEE WALL A OMIT ONE BLOCK AT FL!!LINEOFJC PROPOSED SWALE TO PROVIDE OUTLET `FL VARIES (SEE PLAN) EXISTING BACK YARD KNEE WALL OPENING DETAIL •B• 1,110 PROPERTY SECTION C -C EXISTING GOLF COURSE KNEE WALL i NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL NOTE, SEE WALL PLANS FOR ALL TW, FG, DRAINAGE DETAILS AND TF GRADES FOR EXISTING WALLS. REVISIONS APPROVED I DATE (PRIVATE STREET) TYPICAL LOOP STREET SECTIONS RUSTIC CANYON DRIVE NTS © Copyright 2007 MSA Consulting, Inc.l All Rights Reserved MJA UONSULTING, INC. PLANNING ■ CPnL ENGINEERING r LAND SURVEYING EXISTING GOLF COURSE TO PROVIDE POSITIVE DRAINAGE. SHEA HOMES FIELD SUPERINTENDENT TO SUPERVISE. P.D. 109-70 1 ELEV. 27.941 (NGVD29) 34200 Bos HOPE DRIVE ■RANCHO MIRAGB ■ CA 92270 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, TELEPHONE (760) 320-9811 In FAx (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. 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 CONSTRUCTION NOTES Q1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. O2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. �4 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. LEGEND ®r+++++®+++® CITY/COUNTY LIMIT LINE CITY OF LA QUINTA, CALIFORNIA EXISTING RIGHT–OF–WAY a/W — — — EXISTING CENTERLINE SIGNATURE — — EXISTING PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWLINE DATE --— — — _ _- EXISTING WEDGE CURB AND GUTTER PROPOSED GARDEN WALL 3 O1 SEE LANDSCAPE PLANS FOR DETAILS EXISTING RETAINING/GARDEN WALL EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT — —'w— — EXISTING WATER MAIN — —S— — EXISTING SEWER MAIN — IRR — EXISTING IRRIGATION UNE EXISTING FIRE HYDRANT EXISTING STREET LIGHT ® EXISTING WATER METEF Q EXISTING ELECTRIC JUNCTION BOX O EXISTING TRANSFORMER 55' EXISTING VAULT 4" CONCRETE OWY / SLAB 6" CONCRETE DWY / SLAB r��•1�Z�r�- PRODUCT 2 NOTE, THE PRODUCTS SHOWN HERE ARE TO REFLECT GENERAL PLAN. DEPTHS, WIDTHS AND APPEARANCES MAY VARY DEPENDING ON VARIOUS OPTIONS. (SEE ARCHITECT'S PLANS FOR FURTHER DETAILS.) QPOFESS/Gnq` 44 Ta Fy Lu C43880 m `A Exp. 6-30-07 OF FOQ� _..... __ ..__,..,,_ �,,,-, - ",.,w,w,. �IJBY CITY OF LA QUINTA, CALIFORNIA SHEET C43880 SIGNATURE DR TRILOGY AT LA QUINTA - TRACT NO. 30023-7 JULIAN A. DE LA TORRE DATE CONSTRUCTION PHASE 17A-3 - LOTS 33-37 GFCH DETAIL SHEET 3 BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS i