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MUP 2006-816FMANCE 0 ° Community Development Department �i 78-495 Calle Tampico ro 4 La Quinta, California 92253 of 9w (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No.�?% — 8� Date Recvd. Fee: --� --:�5 Related Apps.: Logged in by: For An Event of More Than 2,000 People, include Waste Reduction Info APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director Pursuant toection 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit dit not have an adverse impact on surrounding properties, residents, or businesses. ' APPLICANT C t 144 'j (Print) MAILING ADDRESS j �±% �� r U' i ; Phone No. J :,1 S )--7^ CITY, STATE, ZIP: Fax No. 7 PROPERTY OWNER (If different): MAILING ADDRESS: CITY, STATE, ZIP: (Print) ---------------- PROJECT LOCATION: ` L c PROPOSED USE AND/OR CONSTRUCTION (Including operational information): i-- (attach sheet if neededl LEGA, DESCRIPTION (LOT & TRACT OR A.P.N.): A I Minor Use Permit JUL$ TY 1'^ �-- PL--V V' JUL-17-2006 13:59 FAIRBORNE ENERGY 403 290 3216 P.01i01 1 REC IVED evelopm t Depeet st+ p Plot Plan, floor plans and elevation plans (as determined by Community D Five (5') sets of plans on $'/:" x 11" sheet or folded down to 8W' x 11'x• FA,RJ3CRr! IG _ p Filing fee for Minor Use Permit. - If filing multiple applications, the most expenSiv p tcation 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 �•'r / 1t).4 (Please Print) SIGNATUREOF APPLICANT DATI:r NAME OF PROPERTY OWNER i G (Please Frim) SIGNATURE OF PROPERTY OWNER(S) DATE IF NOT SAME AS APPLICANT: (Signature provides consiont for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMA GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. AIM -Miner Use Fexmit TOTAL P.01 July 19, 2006 M P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 Mr. Richard Wall 56-610 Riviera La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-816 CASITA: 56-006 BALTUSROL Dear Mr. Wall: ifILE COPY Your request for approval of Minor Use Permit 2006-816, allowing the construction of a casita at 56-006 Baltusrol in La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the owner 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 card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copy is received by the Community Development Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, ERI CEJA Assistant Planner Attachments c. Building and Safety Department 0 RECORDING REQUESTED BY: Mr. & Mrs. Richard Wall WHEN RECORDED PLEASE MAIL TO: Mr. Richard Wall 56-610 Riviera La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCES AT 56-006 BALTUSROL, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 19th day of July by Richard Wallas 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 21: TR 28961; APN 775-360-011. 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. 2006-816); 2. No kitchen or cooking facilities steal provisions of Chapter 9.30.030 (F?L of the La Quinta Municipal Code; . I be constructed in the guest house per the Zone District) and 9.60. 110 (Guest Houses) 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 a I I 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) Ifes JJoWson`r Planning Manager City of La Quinta Printed Name of all owner(s) Date y; -vG • STATE OF CALIFORNIA ► COUNTY OF RIVERSIDE ) ss. CITY OF LA QUINTA ) 0 On July 24, 2006 before me, Regenia Hensley, Notary Public, personally appeared LES JOHNSON personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. RE IA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 (Seal) fGE�!11A AMR Cbj n M 1521423. Nolcry Fut�lic cd1foM10 . " Rli�ersld® County - My�orirri. EnYM0023, 2008 c A CAS I T A ADDITION FOR Milo & MRS. RICHARD 56-006 BALTUSROL ■ A A■■ ■ �■ T A A A■ ■ C A D �� ■ A WALLS LA QUINTA, CALIFORNIA mmmft_ ` - N 30° o5,55, E 172.56' LOT 21 TRACT 28961 APN 775 360 011 loft ` ❑ //�\ r 100 AMP ! � CAPITA; ADOITION ; INISHFL 478.!0 �/ PAD ELEV = 477.60 EXI5T.20/ 0 Am MAIN MAIN PANEL l j I 1 j I I I FINISH FL = 478. 10 - PAD ELEV = 477.GO EXISTING DRIVEWAY .___.._.._______._._.._I F-__ EXI5TING RESIDENCE I I i j -- -- - I ` I / _ I ' row, / j 4 i i a I I I _ r so ,. m.00m■ 10 -� NOTE: ALL LIGHT FIXTURES PLUMBING so -• 10' 57" W I G5.00' FIXTURES SHALL MATCH EXISTING RESIDENCE - AND SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. NOTE: ALL INTERIOR FINISHES (CARPET, TILE, ETC.) SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. SITE FLAN SCALE: I/8" = 1'-0" NOTE: WEEP SCREED SHALL BE PLACED A MINIMUM OF 4" ABOVE THE EARTH OR 2" AGOVC PAVED iiREA5. NOTE: THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURBS EXIST) FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. AREA CALCULATIONS LOT ,-AREA 20,409 50. T. EXISTING RESIDENCE 4,939 5Q. FT. ADDITION 789 SQ. FT. TOTAL AREA EXISTING + ADDITION 5,728 SQ. FT. NEW LOT COVERAGE AREVISED AREA CALCS J J CID 15 H EET INDEX I SITE PLAN t TITLE SHEET 2 DEMOLITION PLAN 3 FLOOR PLAN 4 FOUNDATION PLAN t- FRAMING PLAN 5 FOUNDATION DETAILS G FRAMING DETAILS # SECTIONS G-1 GENERAL NOTES G.2 GENERAL DETAILS 7 ELEVATIONS 8 ROOF PLAN t REFLECTED CEILING PLAN 9 DETAIL SHEET 10 ELECTRICAL PLAN 1 O. 1 PLUMBING PLAN I I MECHANICAL PLAN t TITLE 24 12 LANDSCAPE PLAN NOTE: ALL "OR EQUAL" SUBSTITUTIONS SHALL BE SUBMITTED TO BLDG DEPT. PRIOR TO INSTALLATION NOTE: ALL CONSTRUCTION SHALL COMPLY WITH THE 2001 CALIFORNIA BUILDING, PLUMBING AND MECHANICAL CODES, AND THE 2004 CALIFORNIA ELECTRICAL CODES * 2005 CALIFORNIA ENERGY CODES * ALL OTHER LOCAL ORDINANCES. REVISIONS BY QPIAN CHECK 2-21-06 QPIAN CHECK 6- 12-06 Q o Z QZN O 0rn L LL LL_F = Q U) C-) rt U F- o � U � F Q WAN ~ Z LU oD wLN Lu W) m W O w Qo Q.' C:l vllN MEN W C0 W J co F— O 0 Z 025 OQOO Z 1�=ir i Q U J � F— V ce i cn ¢fag IF DRAWN CHECKED DATE JAN. 23, 2005 SCALE JOB NO. 9 0 1. 2 0 5 SHEET OF SHEETS rLUUK FLAN REVISIONS BY QPLAN CHECK 2-2 I -06 D C!J c4<0 Z aZN, O ujoM LLLL 2 LL co .J Q U � < p U ® F Q WQ-N UJ OD E— U(AN W U � q m c/)co O W -Qo w 0 *ILN MEN cn O'S Z 0Q�O J ~ U ri) Q O��U O F1- O o (1) J UpCoU LL QScLo DRAWN CHECKED DATE JAN. 23, 2005 SCALE Ira° = 1'-0" JOB NO. 9 0 1. 2 0 5 SHEET 3 OF SHEETS STUCCO COLOR ff FINISH TO MATCH EXISTING 7/8" THICK COAT STUCCO OVER PAPER BACKED MAL LAT SOUTH EAST ELEVATION SCALE: 1/4" = 1'-0" TILE ROOF t SLOPE TO MATCH QEXISTING NORTHEAST ELEVATION SCALE: 1/4" = 1'-0" TILE ROOF $ SLOPE TO MATCH EXISTING `— NOTE: PROVIDE 26 GAUGE MIN. GALV. NEEP SCREED AT FOUNDATION PLATE LINE WEEP SCREED SHALL BE PLACED A MIN. OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS TILE ROOF t SLOPE TO MATCH EXISTING STUCCO COLOR * FINISH TO MATCH EXISTING 1 •i 1 WALL F O w J b 0° FINISH FLOOR a CASITA ADDITION ASTUCCO COLOR * FINISH TO MATCH EXISTING 7/8" 3 COAT STUCCO \THICK OVER PAPER BACKED El METAL LATH MIN. GALV. WEEP SCREED AT FOUNDATION PLATE LINE WEEP SCREED SHALL BE PLACED A MIN. OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS NORTHWEST ELEVATION SCALE: 1/4" = 1'-0" 1 / TILE ROOF # SLOPE TO MATCH o } 0 1 EXISTING STUCCO COLOR * FINISH -- ATO MATCH FX15TING 7/8" THICK 3 COAT STUCCO OVER PAPER BACKED .METAL LATH. . 5OUTHWE5T ELEVATION SCALE: 1/4" = 1'-0" NOTE: PROVIDE 2G GAUGE MIN. GALV. WEEP SCREED AT FOUNDATION PLATE LINE. WEEP SCREED SHALL BE PLACED A MIN, OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS STUCCO COLOR � FINISH TO MATCH EXISTING 7/8" THICK 3 COAT STUCCO Q OVER PAPER BACKED METAL LATH FINISH FLOOR 0 0 A" TILE ROOF 4 SLOPE TO MATCH EXISTING —_.A — NOTE: PROVIDE 2G GAUGE MIN. GALV. WEEP SCRCED AT FOUNDATION PLATE LINE. WEEP SCREED SHALL BE PLACED A MIN. OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS IF REVISIONS BY QPAN CHECK 2-2 I -OG D C� aQO Z QZN O worn Z ILL. LL ILL. J Q U �= U � U o Q Q WAN -J W c0 ~ Z wWN W CD In m C14 co U) CO 2 ® w Q MEN J J O � Q u C/) cQ()O z It_VirJ O �Q ` F- F— QujJq Q IQ—�mZ c� c U co 0 w �� DRAWN CHECKED DATE JAN. 23, 2005 SCALE 1/4" = 1'-0" JOB NO. 9 0 1. 2 0 5 SHEET 7 OF SHEETS El NOTE: PROVIDE 2G GAUGE MIN. GALV. WEEP SCREED AT FOUNDATION PLATE LINE. WEEP SCREED SHALL BE PLACED A MIN, OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS STUCCO COLOR � FINISH TO MATCH EXISTING 7/8" THICK 3 COAT STUCCO Q OVER PAPER BACKED METAL LATH FINISH FLOOR 0 0 A" TILE ROOF 4 SLOPE TO MATCH EXISTING —_.A — NOTE: PROVIDE 2G GAUGE MIN. GALV. WEEP SCRCED AT FOUNDATION PLATE LINE. WEEP SCREED SHALL BE PLACED A MIN. OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS IF REVISIONS BY QPAN CHECK 2-2 I -OG D C� aQO Z QZN O worn Z ILL. LL ILL. J Q U �= U � U o Q Q WAN -J W c0 ~ Z wWN W CD In m C14 co U) CO 2 ® w Q MEN J J O � Q u C/) cQ()O z It_VirJ O �Q ` F- F— QujJq Q IQ—�mZ c� c U co 0 w �� DRAWN CHECKED DATE JAN. 23, 2005 SCALE 1/4" = 1'-0" JOB NO. 9 0 1. 2 0 5 SHEET 7 OF SHEETS CITY OF LA QUINTA CITY/COUNTYI LIMIT LINE LEGEND EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 1,050 C.Y. TOTAL FILL (RAW): 1,050 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS COUNTY OF I RIVERSIDE FOR PERMIT PURPOSES ONLY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ... ........ CITY/COUNTY LIMIT LINE CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES UE51GN t$Y JRN, DU CITY OF LA QUINTA CALIFORNIA EXTENDED FOOTING COACHELLA VALLEY WATER DISTRICT (760) 398-2561 64th AVENUE COACHELLA VALLEY WATER DISTRICT (760) 398-2561 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ELECTRIC IMPERIAL IRRIGATION DISTRICT - - -- PROPOSED RIGHT-OF-WAY GAS THE GAS COMPANY (760) 323-1851 TELEPHONE VERIZON (760) - PROPOSED CENTERLINE CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 USA - PROPOSED PUBLIC UTILITY EASEMENT (800) VICINITY MAP Z LU C26401 m - F'-- PROP03ED 3NALE FLOWLINE 0= Exp. 3-31-08 9 NTS BASIS OF BEARING:`s © Copyright2006 THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER f�9 C ( V PROPOSED WEDGE CURB AND GUTTER TF O PROPOSED GARDEN WALL 102, OF MAPS, O.R. All Rights Re , SEE LANDSCAPE PLANS FOR DETAILS ABBREVIATIONS NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD29)+500' BC BEGIN CURVE NTS NOT TO SCALE EXISTING GARDEN WALL BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE BCR BEGIN CURB RETURN PE PAD ELEVATION Pl� PROPOSED AIR CONDITIONING UNIT BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER BS BOTTOM OF STEPS P/L PROPERTY LINE EXISTING WATER MAIN C/L CENTERLINE PROP, PROPOSED C/G CURB AND GUTTER PUE PROPOSED UTILITY EASEMENT - --5- --- EXISTING SEWER MAIN EC END CURVE PVMT PAVEMENT ECR END CURB RETURN R/W RIGHT-OF-WAY,. 'y EXISTING FIRE HYDRANT ELEV ELEVATION STA STATION EP EDGE OF PAVEMENT S.D. STORM DRAIN 81 EXISITING WATER METER EX. EXISTING S/W SIDE WALK HP HIGH POINT TC TOP OF CURB LFj EXISTING ELECTRIC JUNCTION BOX FF FINISHED FLOOR TO TOP OF GRATE FG FINISHED GRADE TP TOP OF PAVEMENT , I._.._..� EXISITING TRANSFORMER FH FIRE HYDRANT TS TOP OF STEPS FL FLOWLINE TW TOP OF WALL 2O�4" CONCRETE DWY /SLAB FS FINISHED SURFACE TYR TYPICAL GB GRADE BREAK TF TOP OF FOOTING _ '--'-' 4 �1!_.�!� 6" CONCRETE DWY SLAB / GF GARAGE FINISHED FLOOR TRW TOP OF RETAINING WALL INV INVERT TSF TOP OF STEEL FENCE CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) U1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 102 LF 2O CONSTRUCT 4" THICK P.C.C. DWY / SLAB. 16 247 SF O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. 43 EA ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 975 SF EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 1,050 C.Y. TOTAL FILL (RAW): 1,050 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES UE51GN t$Y JRN, DU CITY OF LA QUINTA CALIFORNIA 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 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. Di9 Safel Y DIG ALERT DIAL TOLL FREE ° 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRILOGYATLA DU/NTA TRACT NO. 30023-7 PRECISE GRADING PLANS CONSTRUCTION PHASE 16B LOTS 8-14 AND 149-155 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 NOTE TO CONTRACTOR- DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWL.INES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT T:,= 3h,LE3 An= C^;GT UCTED BY THE GRADING C014TRACTOR 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. 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. SHEET INDEX MAP 0' 100' 200' 300' 400' I SCALE 1"=100' INV I C I V lrV1V I t'IHIi 1 VI'fl 01 1 C VVINUI I IyIlmo 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. INV I C I V IiVIN I M/`Ili 1 %inm /1VVGJJIGILI I I VC 1 111L.7 APPROVED DATE THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON 16�"`'" P.D. 109-70 MARK ELEV. 27.941 (NAVD29 HtF'AHEU UNVEH IHE UIHEGI SUVLHV151UN OF SIGNATURE THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY UE51GN t$Y JRN, DU CITY OF LA QUINTA CALIFORNIA 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. ESS( DRAWN BY JRN, DJ I IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. Q�, q! IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND.O ROBERT S. SMITH DATE SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOLu n BE Pf�E OTED TPAT THE A'_-dh� ;;rt'� 3USJ'ECT TO CHANGE BASED ON THE s 1 SPS 0 �*' CURREPPT ACCE33IS1 Tl' GGC_S Ax'D SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR Co TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. Z LU C26401 m 0= Exp. 3-31-08 9 BASIS OF BEARING:`s © Copyright2006 THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER f�9 C ( V TF Consulting, Inc TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. All Rights Re , OF CA0�pe NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD29)+500' FOR PERMITTING & ZONING COMPLIANCE APPROVAL BY: ITOM HARTUNG KURT M. SAXON DATE BUILDING L& SAFQUINETY DIRECTOR DATE 'COMMUNIY OF TY DGLAS R. EVELOPMENT DIRECTOR ANS DATE RCE UINTA 44180 4ENGINEER{NG SERVICES DATE 6/30/07CIT' GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA �UINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. . IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH A_L CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. . 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 EGULATORY, WARNING AND GUIDE SIGNS. . STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE: CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE 9PROVED BY THE CITY ENGINEER. 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 CI IL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. 1�, CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 13:00 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 ,4S A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY )NEER. ALL 1 ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HI HWAYS, IN ORDER TO ELIMINATE: ANY HAZARDS. 1 . CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL_ PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. 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. 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF I APPROVAL. THE IMPROVEMENT SPCNSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, r INCLUDING BUT NOT LIMITED TO D. =SIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 16. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. GRADING NOTES f. GRADING SHALL BE IN ACCORCANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-602, 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 PIANS, 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 BUI-DING 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 SUF171CIENT 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 13Y THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS 0 SUITABLE INTENDED U L FOR THE IN ENDE USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF 1HE 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. NO. REVISIONS APPROVED DATE MSA CONSULTING INC. + 16�"`'" P.D. 109-70 MARK ELEV. 27.941 (NAVD29 HtF'AHEU UNVEH IHE UIHEGI SUVLHV151UN OF SIGNATURE H.G.t. NU. 026401 UE51GN t$Y JRN, DU CITY OF LA QUINTA CALIFORNIA SHEET 1 OF OF �I �I MAINIERO, SMITH & ASSOCIATES, INC. PLANNING ■ CML ENGINEERING! LANA SURVEYING LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING 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. DRAWN BY JRN, DJ I TRILOGY AT LA QUiINTA -TRACT NO. 30023-7 166 PRECISE GRADING PLANS - COVER SHEETID I BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. ]SHEETS ROBERT S. SMITH DATE 34200 Bos HoPE DRTvE ■ RANCHO MIRAGE • CA 92270 TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 CHECK BY RSS 1, T- : I , 'I -. -- - - Z-�j le Z, 4- --/t- - I TW (448.94) _IFT444-.--i� (445.00) J, -7F (44-6-.�07) TW (448 27) FIG, \�, TW � 46.93 TW 1 0 TW �445.59 TW (448.94) /-TF (44-5.40-) TW (448.27) LfFf44. )61 TIN 446.0963 (446.93) 44 26 F 44-5 39 I% IF 444.06 /TF7444.66) TW (446.93) TW TW --(44 .6 f� ' .9 TF (445,40) 44683 IF (445.40) 447 ) - IF 444 TF (444.06) IF �443%3 .26 (4 �3.00 6 a1/Q! FL TF �444. 3 TF (443 39 0 445. 8 3 j3 *F FIG Tw 0 .39 TW F6 B. 65.00' 65.00, 65.00' 445.53 446.81 446.25 3 - .96 65.00 65. .34 442.7 2 FL L L 444.58 FL FL 3 3 F 3 FL 3 3 3 443.90 I FL 3 FL FL 443.53 ;rb FL 3 .0 0.446.92 �,Ostjz/ C11 45.63 b FL 447.57 C4 C111 446.35 -Q-� 444.53 C14 OR , - FS FL 445.77 446.48 1 444.67 FS FL 446.96 ',�N7 4 446.31 FL 4 N' 119101 N 7710V FL 1 4 444.32 C14 FS 8�X BAI 733b ox BA, 33' :��w "0 FL 4 BOX SAY 7335 1� 445.10 F01, RA, BOX BA( 7302 L FS FL 444.03 : I -tso e. 2 FL 445.83 445.84 BOX BAY )j35 X RAI 752� --PC- 0 N -i F1 444.74 C3 X", 444.33 S 443.98 V LO 446.60 u 0 K 44720/ 1 .1c; 153 9 777 717 -7151 / 44 151 M FL 0 2 64, L PATiO 1& 445.16 to. 444.80 FS 2 0 F 0 Pal 71444.90 v LO FS 5515 FL V 5515 4 5.2 0 0 1 156 ci d 4210 binj 0 0 Lq Iq i, FS 447.80 It r�T 0 446.00 Lq 0 50 0 0 2 154 11� FF -446.80 M FS 148 PE -447.9 5210 - PRODUCI 12 ib,. 01 45.90 0 PRODUCT 2 c; FS PRODUCT 1 PE�446.2 0 c FA 14 0- FF -447.40 Fb-ub FS 5320 8' 1 Iq (0 PE -444.2 PLAN 3C c 152 3113 PRODUCT 2 PE -446.8 4' PLAN PRODUCT 2 5505 FF -445.10 PLAN 1B N445.90 to FF=446.70 a PRODUCT PE -444.5 4C ir U1, 2PJ > 0 c. PLAN 446.5 FL -HP 10 FS PE -44 P ! 1 447.20 1 1 - 446.60 446-00 5505 0 -JI 445.50 447.10 FF 447.10 TL ---H F 46.50 TW 452 2 r-r1vI1)UCT 2445-M LAN 2B 445.20 -- FL -HP 445. 6 �H 445.07 7F-44,5.40 PLAN 1C 444.90 IR PE=447.4 0 -448.00 fE-Hp -2 FL -HP F 445 40 of 446.50 0 .1 .1, LO 447.80 FS -GB PLAN 1C FS --- P PE -444.8 444.90 FS IL 445,01 FS L FS �7.03 GUEST 445.87 FS 447� 0 kg SUITE FF -446.20 FS FL -HP 2 - 446.00 �44 .74 444.90 447.7 it -- (9� 447.6 CD 5 -445.6 LO 4 0. PE IK FS -GB wi L9 - �82 V) V) wro 4 445.32 �Iou F- S FS FS -GB GOLF 1 1+1+0 UO) LIF 445.90 4 4 �.-8 -0 FL -GB FL -HP 3 1 CART b\ Ir 445.77 M -11i" FS 444.80 TW 452.93 /-1NTW 451.59 2 FS Iq I 1 446.60 1 Ir 450' 444.80 TF �446.07 S TF 444.06 TW -4 4-44. D ­F6 11-30 3 G &04 Fz�-'ul M ED -I Q� GF=446. 00 LLI -i GARAGE 4 E2 TF TW 450 99 (0 F 44.80 q v ;r�� 60 a, 0 -)q GARAGE c Ea 0) FL GF=444.80 2.26�, < G443, o OLI �a- 1 1 40, FS CART GARAGE ASLT 2 ;44.66 u 11 �T .5,18 Itit, 53 0--� i HP 1�:t �!>- 7 - W 453.0 6 " - GF=447.40' FS I TF 444 73A -V FL -GB S 0- V17 ft�bl 4 226 v &TF 4-4 2 3 `:` I GARAGE 7608 5 GARAGE 1%x el TW 4 W GF=445.60 446.92 cq TW 44 4i 94 1 �TW 4,56..(92 a BE 0.25 GARAGE 1�3 TF 4 � 796 WD CD 00i 1 4' GARAGE 7606 co K N -- ;F�444_50 9 - UO 4 b� IN 't GO FS -GB (1" -GF 7606 20 445.8 1` - 't - - 11 U FS -GB r 444SF 6. h v 444.07 447.57 0 N FL 4 4.17 C-4 44.3.61 FS -GB IN FL -F3 �-F!j FS -GB 444.58 0 -44& .57, 445.30 -4,f4-. N L6 FL -GB T' --G It FL -GB c' 'r 10 00 f4 F6 444. �-9 44-3,86 446.31 v i, .IF cq 4�F6.16 445.91 44g' .72, 5 445.20 1 445,01, 69 - Wqu �2 444. 5 0 444P1 1 443.9 443.81 443 2 FS 5-13!3 C4 FL -FS 6 -T-\ V FL S- B S FS -GB FS -GB FS -GB FS- 4 -T % /-F-L-FS FS -S -GE F N -FS 14.3 �Ai L F 65. 00' 511.00, 43.23 0 6!.00-j 4 (4>j 65.00' 4 1 4 a-- - - - - - 59 25' - - - - - - -J- I- - X-- - � - - TC 445.9 TC 445.83--7 \TC (445.6 )TC; (445.49) TIC 445.16 \TC: (445.11 .44.96) \I '�TC (444-37) \TC (443.89) TIC (443.76 3./ TIC (443.64) i 44 23 (445 TIC (444.58) j F TIC (444.09)/ TC (444.03) TIC 14,13 TIC 443.44 TIC 44347 FS 443,7A 0 C 444 .5 2 G8 TC FL 442.92 443,13 443.16 TIC 446.32 24+00 TOPAZ- IVE 23+00 0.892%) 22+00 0-5227 21+00 .L 20+00 442.a4 TC (444,9 443 FL 8) TC 444.19 TIC 444.03) .76) PL 44 444.50 TO 444.34) F 444.14 TIC 443.71 -34 TIC (444.92) FL FS 444.11 443.86TIC 443. -- Tr. (AAr 9n) FS -FL ,4 FS -FL Tc 43 49 FL 445.82/"r4-4--707 P2� -jC 3.791 49-99 FS -FL - �4 ff T(' (AA -4 r, 444. 7 44 it/ f 44 M 65.60- 5N. 1 if -- - - I - -v 4 64.14' <4 ti- I` c14 19, 2 .14' 00 �13 91 00'n4 M I I n4 444.42 A 445.00 444.8 \!444A2 4 443 96 44.87 ftB8, \443.70 -443.55 TIC F5 EI T -I L F43.2 4 0 FS -FL e S -GB 444.�9 444.bZ 444.2 4 < - . . . . . FS -B AZAD 2 -T$�Ir- FL FS FL FS Imp f.30 0 451.36 0 FS Lzzzz� 445.94 MT M 444.33 444.32 -0\ FS FL -GB 4 GARZE 760. 606 it M :11,�,iY'- b' I"' 1 00 I FL -GB O 04 tt EL 2 0 ,I 114--L�0, 3 51 TIN 451.36 445-01 <1517 GAR�E 7 pip �e C14 �c IF 444.66 FL- FF=445.7 0 r= 40,/ 443�94 1"01 40 0 - , `-� 11�1. I GA Gt ;1 '11 446.00 -bpm 0. 4 G 1 0 Gr =444.80 FL -GB 45r) 02 C4 446.15 A A I - PE 1\ 45069 0 445 \v A=Cd TF FL GARAGE 'F=445.40 - .65 G TF 443.99 C-41 4, 0 14M - 44 ._P8FS - 444.80 MIY 445.07 TW 450 v\74 FL FL F FS TF 4 3.99 L4 c 445.�Vp' �TW 451.36 ITS .69 ///*CbU" co X - % A4L5S24 FL-HP',,j 443.93 0 1446.37 2 TF 444.66 cs z FS -GB 445.33 4! 96 445.10 40 �U.j ---rs� -i - 44446 444.70 Go FL-HPAA� �7 445.03 FS GB - y- -fi:--Hp 445.63 FS :1 r FS 444.00 FS 47.41 1k6.44 FS j - 0 K LQ 446.91 FS 444.80 444.80 Ur� .0 L FS S -GB FS FL -HP 0 FS .10 447.01 0 991-1 FL -GB 444.90 L 'ch 447.00 650 2 <1 9 446.5,3'ct .0 -F FL -HP 12 14 U) V) ') 6" � Lq 445.5 13 5505 Fj(� �2 444.50 TW 450.69 CASITA 'i 44670 -HP 5.80 4520 -H 7960 FL FL -HP 4520 TF 443.99 444.90 4510 445.80 F 6% 447.06 F' -FS PRODUCT 1 PRODUCT 2 FS 'Fif 5515 0 0 0 PRODUCT I AiL5-0/ 77- 3 FL PRODUCT 1 5- U� q FL -HP PLAN 1A 0: 5- PLAN 3B 447.16 488.90 FF -446.90 I P L FL -GB - PLAN 2C 8' 15 447. ODUCT 2 PE=446.3 -0 IFF -445.70 PLAN 3C rr-44o.IV :to bt FF -446.00 FF -446.40 .0(L TW 4 4.00 �4123 00"PR b" PE -445.1 PE=444.5 C@ FS -GB oAPE-444.1 't L,- LO 44&80 119 FS u?, - 445.50 444.61 LQ c; r, 0 X Ivv PLAN 3A 5'2 446.70 PE -445.4 0, 1 5' 444.34 PE -444. 8 (D2� 444.35 oil, 445.2_ 4 0 7.30 �ifsvo 447.80 AG- FS m 'FS FIL oimd FS-GBcd 096L J 'rfF 44K6�7 145.88 445.74 4 90 FS F L GF=447.50 n �FL z �,B 'Oar w FIL FL k " I SM AVG XOS r 44470 447.20 It 444•20 L eGILL t]6Yd ve 6 447.71 FL -HP 9 IN ttE x j 8.67 1 9.16' F FL ---HP --3r P P to �44508 z - I -izl/- FS 445.56/ - , �L CQ5�22` 4 446.5 . . . 4.85 444.62 \145.38 1 01 4- - FS -GB TW 453.3 \4;7.68 6505 FS TL-- FL 4 7.54 \-VTF 446.67 FS 7 2 \447.80FS 447.90 FS FL .7 - + FS AIL.30 7 Iq n 11 & IN \±L7 0 Osi- FS PRODUCT 3 FS -44 _.2 �L-- &SX 4� A E 8.1 FL -HP FL -HP FL -HP w 4\0 Ga 447.30 PLAN 1A w 444.03 .80 IFF (6 ED A 445.10 163 1% FL -HP 447.77 -448.10 IN C-4 L to PE=447.5 0 --1. -14477 a §--% rIU 444.50 c; F 445.40 X 444.73 444 M 447.90 447.90 FL 444, 9 3 3 Ll �8 FS F FL 447.54 0 FL 44418 &-LF j G 445.,36 8 55.0;7TG �F 61.67' 6.09' TIV 447.90 445.60 56.87 1 444 03 T 444.18 110- �F 2 3 FS 6420 FL 4�4 6' 70 443.00 442-65 'c' TW 446.70 W 6 TW 446.03 5' (443.3?), F 442.65 FIG 25-82' Cli 4 3 442 443.00 PRODUCT 3 -447.04 _�5 FL, 4 .70 T 4 0 ILI 01402 3 FG 4 �00 TF 443.32 F 44 . 70 66 - 447.01 FIG TW 4 PLAN 2A 4 4-7.69 1-13 TIN 446.03 0 - 447�69 443-00 in FL 447,90 447 90 FF -448.10 FS F 4 6 2 FS 2 k PE -447.5 0. FS WEL J0`0 x0e oil\ F 442.65 446.0,3 v 447.75 v 0 447.09 2.6 FS � q FL 447.7640 446.99 ocu AVR x0a ZOCL AveA� B /1 04 1� '01 1 FL FS TIN 449.34) 1, co .0 rF (�446.00) cR IN 447.50 44686 446. 9446,86 44690 C3> Ft FL 75.00' FL -447-- T-\A� 448.71 TW 448.71 IF (445.33 445 YFq4-44.66_X� �443.00 --- - 448-71? FIG FES 445.0 -- Dig�Safely FG IF �445.33 . ..... CONSTRUCTION NOTES �445.00 FG CO CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA DIG ALERT DIAL TOLL FREE ILI BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 1-800-227-2600 R ui w Ex -08 <DCONSTRUCT 4" THICK P.C.C. DWY /SLAB. w AT LEAST TWO DAYS NOTE O' 20' 40' 60' 80, PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. BEFORE YOU DIG NOTE, GRADE EXISTING GOLF COURSE to 0 @ Copyright 2006 AS NECESSARY TO PROVIDE ?M9 "moll - "Mm6m-m�`l �A / v MSA Com 4A . 3-31 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. SEE WALL PLANS FOR ALL TW, FG AND All Right- Reserved POSITIVE DRAINAGE (0.50% SCALE 1 "=20' $' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF GRADES FOR EXISTING WALLS FS MIN.) 01: CA\ - 65,0 �44 .92 .6 4 0 FS 44 2 S 44 5 "Ifil 4 520 Seo 5 T A,4 4 G5 0 0c) M 46*00 U 5OX NO. REVISIONS APPROVED DAT MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY SHEET MARK C26401 JRN, DJ CITY OF LA QUINTA, CALIFORNIA MAINIERO, SMITH & ASSOCIATFSry , INC. LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 PLANNING m CrviL ENGINEERING m LAND SURVEYING WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH DATE JRN, DJ OF FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE SEQUENCE 16B 34200 BOB HOPE DRIVE m RANCHO MmAGE m CA 92270 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY #:I OF AVENUE 50. PRECISE GRADING PLAN - LOTS 8-14, 149-155 �_Il TELEPHONE (760) 320-9811 m FAx (760) 323-7893 RSS BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE PPROVED AND RECOMMENDED FOR APPROVAL BY: TOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RICE 44180 EXP. DATE 6/30/07 CITY 0 Q CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES 1, T- : I , 'I -. -- - - Z-�j le Z, 4- --/t- - I TW (448.94) _IFT444-.--i� (445.00) J, -7F (44-6-.�07) TW (448 27) FIG, \�, TW � 46.93 TW 1 0 TW �445.59 TW (448.94) /-TF (44-5.40-) TW (448.27) LfFf44. )61 TIN 446.0963 (446.93) 44 26 F 44-5 39 I% IF 444.06 /TF7444.66) TW (446.93) TW TW --(44 .6 f� ' .9 TF (445,40) 44683 IF (445.40) 447 ) - IF 444 TF (444.06) IF �443%3 .26 (4 �3.00 6 a1/Q! FL TF �444. 3 TF (443 39 0 445. 8 3 j3 *F FIG Tw 0 .39 TW F6 B. 65.00' 65.00, 65.00' 445.53 446.81 446.25 3 - .96 65.00 65. .34 442.7 2 FL L L 444.58 FL FL 3 3 F 3 FL 3 3 3 443.90 I FL 3 FL FL 443.53 ;rb FL 3 .0 0.446.92 �,Ostjz/ C11 45.63 b FL 447.57 C4 C111 446.35 -Q-� 444.53 C14 OR , - FS FL 445.77 446.48 1 444.67 FS FL 446.96 ',�N7 4 446.31 FL 4 N' 119101 N 7710V FL 1 4 444.32 C14 FS 8�X BAI 733b ox BA, 33' :��w "0 FL 4 BOX SAY 7335 1� 445.10 F01, RA, BOX BA( 7302 L FS FL 444.03 : I -tso e. 2 FL 445.83 445.84 BOX BAY )j35 X RAI 752� --PC- 0 N -i F1 444.74 C3 X", 444.33 S 443.98 V LO 446.60 u 0 K 44720/ 1 .1c; 153 9 777 717 -7151 / 44 151 M FL 0 2 64, L PATiO 1& 445.16 to. 444.80 FS 2 0 F 0 Pal 71444.90 v LO FS 5515 FL V 5515 4 5.2 0 0 1 156 ci d 4210 binj 0 0 Lq Iq i, FS 447.80 It r�T 0 446.00 Lq 0 50 0 0 2 154 11� FF -446.80 M FS 148 PE -447.9 5210 - PRODUCI 12 ib,. 01 45.90 0 PRODUCT 2 c; FS PRODUCT 1 PE�446.2 0 c FA 14 0- FF -447.40 Fb-ub FS 5320 8' 1 Iq (0 PE -444.2 PLAN 3C c 152 3113 PRODUCT 2 PE -446.8 4' PLAN PRODUCT 2 5505 FF -445.10 PLAN 1B N445.90 to FF=446.70 a PRODUCT PE -444.5 4C ir U1, 2PJ > 0 c. PLAN 446.5 FL -HP 10 FS PE -44 P ! 1 447.20 1 1 - 446.60 446-00 5505 0 -JI 445.50 447.10 FF 447.10 TL ---H F 46.50 TW 452 2 r-r1vI1)UCT 2445-M LAN 2B 445.20 -- FL -HP 445. 6 �H 445.07 7F-44,5.40 PLAN 1C 444.90 IR PE=447.4 0 -448.00 fE-Hp -2 FL -HP F 445 40 of 446.50 0 .1 .1, LO 447.80 FS -GB PLAN 1C FS --- P PE -444.8 444.90 FS IL 445,01 FS L FS �7.03 GUEST 445.87 FS 447� 0 kg SUITE FF -446.20 FS FL -HP 2 - 446.00 �44 .74 444.90 447.7 it -- (9� 447.6 CD 5 -445.6 LO 4 0. PE IK FS -GB wi L9 - �82 V) V) wro 4 445.32 �Iou F- S FS FS -GB GOLF 1 1+1+0 UO) LIF 445.90 4 4 �.-8 -0 FL -GB FL -HP 3 1 CART b\ Ir 445.77 M -11i" FS 444.80 TW 452.93 /-1NTW 451.59 2 FS Iq I 1 446.60 1 Ir 450' 444.80 TF �446.07 S TF 444.06 TW -4 4-44. D ­F6 11-30 3 G &04 Fz�-'ul M ED -I Q� GF=446. 00 LLI -i GARAGE 4 E2 TF TW 450 99 (0 F 44.80 q v ;r�� 60 a, 0 -)q GARAGE c Ea 0) FL GF=444.80 2.26�, < G443, o OLI �a- 1 1 40, FS CART GARAGE ASLT 2 ;44.66 u 11 �T .5,18 Itit, 53 0--� i HP 1�:t �!>- 7 - W 453.0 6 " - GF=447.40' FS I TF 444 73A -V FL -GB S 0- V17 ft�bl 4 226 v &TF 4-4 2 3 `:` I GARAGE 7608 5 GARAGE 1%x el TW 4 W GF=445.60 446.92 cq TW 44 4i 94 1 �TW 4,56..(92 a BE 0.25 GARAGE 1�3 TF 4 � 796 WD CD 00i 1 4' GARAGE 7606 co K N -- ;F�444_50 9 - UO 4 b� IN 't GO FS -GB (1" -GF 7606 20 445.8 1` - 't - - 11 U FS -GB r 444SF 6. h v 444.07 447.57 0 N FL 4 4.17 C-4 44.3.61 FS -GB IN FL -F3 �-F!j FS -GB 444.58 0 -44& .57, 445.30 -4,f4-. N L6 FL -GB T' --G It FL -GB c' 'r 10 00 f4 F6 444. �-9 44-3,86 446.31 v i, .IF cq 4�F6.16 445.91 44g' .72, 5 445.20 1 445,01, 69 - Wqu �2 444. 5 0 444P1 1 443.9 443.81 443 2 FS 5-13!3 C4 FL -FS 6 -T-\ V FL S- B S FS -GB FS -GB FS -GB FS- 4 -T % /-F-L-FS FS -S -GE F N -FS 14.3 �Ai L F 65. 00' 511.00, 43.23 0 6!.00-j 4 (4>j 65.00' 4 1 4 a-- - - - - - 59 25' - - - - - - -J- I- - X-- - � - - TC 445.9 TC 445.83--7 \TC (445.6 )TC; (445.49) TIC 445.16 \TC: (445.11 .44.96) \I '�TC (444-37) \TC (443.89) TIC (443.76 3./ TIC (443.64) i 44 23 (445 TIC (444.58) j F TIC (444.09)/ TC (444.03) TIC 14,13 TIC 443.44 TIC 44347 FS 443,7A 0 C 444 .5 2 G8 TC FL 442.92 443,13 443.16 TIC 446.32 24+00 TOPAZ- IVE 23+00 0.892%) 22+00 0-5227 21+00 .L 20+00 442.a4 TC (444,9 443 FL 8) TC 444.19 TIC 444.03) .76) PL 44 444.50 TO 444.34) F 444.14 TIC 443.71 -34 TIC (444.92) FL FS 444.11 443.86TIC 443. -- Tr. (AAr 9n) FS -FL ,4 FS -FL Tc 43 49 FL 445.82/"r4-4--707 P2� -jC 3.791 49-99 FS -FL - �4 ff T(' (AA -4 r, 444. 7 44 it/ f 44 M 65.60- 5N. 1 if -- - - I - -v 4 64.14' <4 ti- I` c14 19, 2 .14' 00 �13 91 00'n4 M I I n4 444.42 A 445.00 444.8 \!444A2 4 443 96 44.87 ftB8, \443.70 -443.55 TIC F5 EI T -I L F43.2 4 0 FS -FL e S -GB 444.�9 444.bZ 444.2 4 < - . . . . . FS -B AZAD 2 -T$�Ir- FL FS FL FS Imp f.30 0 451.36 0 FS Lzzzz� 445.94 MT M 444.33 444.32 -0\ FS FL -GB 4 GARZE 760. 606 it M :11,�,iY'- b' I"' 1 00 I FL -GB O 04 tt EL 2 0 ,I 114--L�0, 3 51 TIN 451.36 445-01 <1517 GAR�E 7 pip �e C14 �c IF 444.66 FL- FF=445.7 0 r= 40,/ 443�94 1"01 40 0 - , `-� 11�1. I GA Gt ;1 '11 446.00 -bpm 0. 4 G 1 0 Gr =444.80 FL -GB 45r) 02 C4 446.15 A A I - PE 1\ 45069 0 445 \v A=Cd TF FL GARAGE 'F=445.40 - .65 G TF 443.99 C-41 4, 0 14M - 44 ._P8FS - 444.80 MIY 445.07 TW 450 v\74 FL FL F FS TF 4 3.99 L4 c 445.�Vp' �TW 451.36 ITS .69 ///*CbU" co X - % A4L5S24 FL-HP',,j 443.93 0 1446.37 2 TF 444.66 cs z FS -GB 445.33 4! 96 445.10 40 �U.j ---rs� -i - 44446 444.70 Go FL-HPAA� �7 445.03 FS GB - y- -fi:--Hp 445.63 FS :1 r FS 444.00 FS 47.41 1k6.44 FS j - 0 K LQ 446.91 FS 444.80 444.80 Ur� .0 L FS S -GB FS FL -HP 0 FS .10 447.01 0 991-1 FL -GB 444.90 L 'ch 447.00 650 2 <1 9 446.5,3'ct .0 -F FL -HP 12 14 U) V) ') 6" � Lq 445.5 13 5505 Fj(� �2 444.50 TW 450.69 CASITA 'i 44670 -HP 5.80 4520 -H 7960 FL FL -HP 4520 TF 443.99 444.90 4510 445.80 F 6% 447.06 F' -FS PRODUCT 1 PRODUCT 2 FS 'Fif 5515 0 0 0 PRODUCT I AiL5-0/ 77- 3 FL PRODUCT 1 5- U� q FL -HP PLAN 1A 0: 5- PLAN 3B 447.16 488.90 FF -446.90 I P L FL -GB - PLAN 2C 8' 15 447. ODUCT 2 PE=446.3 -0 IFF -445.70 PLAN 3C rr-44o.IV :to bt FF -446.00 FF -446.40 .0(L TW 4 4.00 �4123 00"PR b" PE -445.1 PE=444.5 C@ FS -GB oAPE-444.1 't L,- LO 44&80 119 FS u?, - 445.50 444.61 LQ c; r, 0 X Ivv PLAN 3A 5'2 446.70 PE -445.4 0, 1 5' 444.34 PE -444. 8 (D2� 444.35 oil, 445.2_ 4 0 7.30 �ifsvo 447.80 AG- FS m 'FS FIL oimd FS-GBcd 096L J 'rfF 44K6�7 145.88 445.74 4 90 FS F L GF=447.50 n �FL z �,B 'Oar w FIL FL k " I SM AVG XOS r 44470 447.20 It 444•20 L eGILL t]6Yd ve 6 447.71 FL -HP 9 IN ttE x j 8.67 1 9.16' F FL ---HP --3r P P to �44508 z - I -izl/- FS 445.56/ - , �L CQ5�22` 4 446.5 . . . 4.85 444.62 \145.38 1 01 4- - FS -GB TW 453.3 \4;7.68 6505 FS TL-- FL 4 7.54 \-VTF 446.67 FS 7 2 \447.80FS 447.90 FS FL .7 - + FS AIL.30 7 Iq n 11 & IN \±L7 0 Osi- FS PRODUCT 3 FS -44 _.2 �L-- &SX 4� A E 8.1 FL -HP FL -HP FL -HP w 4\0 Ga 447.30 PLAN 1A w 444.03 .80 IFF (6 ED A 445.10 163 1% FL -HP 447.77 -448.10 IN C-4 L to PE=447.5 0 --1. -14477 a §--% rIU 444.50 c; F 445.40 X 444.73 444 M 447.90 447.90 FL 444, 9 3 3 Ll �8 FS F FL 447.54 0 FL 44418 &-LF j G 445.,36 8 55.0;7TG �F 61.67' 6.09' TIV 447.90 445.60 56.87 1 444 03 T 444.18 110- �F 2 3 FS 6420 FL 4�4 6' 70 443.00 442-65 'c' TW 446.70 W 6 TW 446.03 5' (443.3?), F 442.65 FIG 25-82' Cli 4 3 442 443.00 PRODUCT 3 -447.04 _�5 FL, 4 .70 T 4 0 ILI 01402 3 FG 4 �00 TF 443.32 F 44 . 70 66 - 447.01 FIG TW 4 PLAN 2A 4 4-7.69 1-13 TIN 446.03 0 - 447�69 443-00 in FL 447,90 447 90 FF -448.10 FS F 4 6 2 FS 2 k PE -447.5 0. FS WEL J0`0 x0e oil\ F 442.65 446.0,3 v 447.75 v 0 447.09 2.6 FS � q FL 447.7640 446.99 ocu AVR x0a ZOCL AveA� B /1 04 1� '01 1 FL FS TIN 449.34) 1, co .0 rF (�446.00) cR IN 447.50 44686 446. 9446,86 44690 C3> Ft FL 75.00' FL -447-- T-\A� 448.71 TW 448.71 IF (445.33 445 YFq4-44.66_X� �443.00 --- - 448-71? FIG FES 445.0 -- Dig�Safely FG IF �445.33 . ..... CONSTRUCTION NOTES �445.00 FG CO CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA DIG ALERT DIAL TOLL FREE ILI BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 1-800-227-2600 R ui w Ex -08 <DCONSTRUCT 4" THICK P.C.C. DWY /SLAB. w AT LEAST TWO DAYS NOTE O' 20' 40' 60' 80, PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 3. BEFORE YOU DIG NOTE, GRADE EXISTING GOLF COURSE to 0 @ Copyright 2006 AS NECESSARY TO PROVIDE ?M9 "moll - "Mm6m-m�`l �A / v MSA Com 4A . 3-31 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. SEE WALL PLANS FOR ALL TW, FG AND All Right- Reserved POSITIVE DRAINAGE (0.50% SCALE 1 "=20' $' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF GRADES FOR EXISTING WALLS FS MIN.) 01: CA\ - 65,0 �44 .92 .6 4 0 FS 44 2 S 44 5 "Ifil 4 520 Seo 5 T A,4 4 G5 0 0c) M 46*00 U 5OX NO. REVISIONS APPROVED DAT MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY SHEET MARK C26401 JRN, DJ CITY OF LA QUINTA, CALIFORNIA MAINIERO, SMITH & ASSOCIATFSry , INC. LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 PLANNING m CrviL ENGINEERING m LAND SURVEYING WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH DATE JRN, DJ OF FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE SEQUENCE 16B 34200 BOB HOPE DRIVE m RANCHO MmAGE m CA 92270 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY #:I OF AVENUE 50. PRECISE GRADING PLAN - LOTS 8-14, 149-155 �_Il TELEPHONE (760) 320-9811 m FAx (760) 323-7893 RSS BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS n B n P/L rT O 0.1-33'V.L z T 2% 3:1 INSTALL 4" PVC S.D. LINE ® 1% IF NECESSARY TO CONSTRUCT STOOP/PATIO NTS TW—PROPERTY (SEE PLAN�� LINE 3' MIN. 2' MINI 1 2' MIN 3' MIN. FF (SEE PLAN) �-- PE OR FG (SEE PLAN) RETAINING FL PORTION tO r 2% SEE PLAN - 73,_i �A\ TO i_ it ... � � i-- i � � � (SEE PLAN) S SECTION B -B RETAINING/GARDEN WALL SIDE YARD DETAIL (PE'S EXCEED 1'-0' VERTICAL DIFFERENTIAL) NTS E EX. GARDEN WALL PROPERTYLINE 3' MIN. 2' -,1 �'2' 3' MIN. MIN, MIN. BACK YARD BLOCK WALL Q��Q �II n x PE OR FG LOW SIDE -_I E OR FG -a ME PLAN FF - SEE PLAN) 4 Q3 1% MIN.- . 2.1 MAX I. 209 -., 0.30' MIN. Tail. IIP— Ilf ' ii �.1= OMIT ONE BLOCK AT SWALE.FLOWLINE i' I- -.i 0.30 - �,_ FF F( 1% MIN. FLOWLINE OF PROPOSED AT WALL 'I LIQ-.- �I� MiN. '-L,�� ��� i�-R ��N 2:1 MAX SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD SECTION A -A WALL OPENING DETAILT;-\ TYPICAL GARDEN WALL SIDE YARD DETAIL NTS (PE'S DO NOT EXCEED 1'-0' VERTJCAL DIFFERENTIAL) NTS 5505 PRODUCT to FP445 io PE -444 6 j JPR 1 4210 4520 PRODUCTiB PRODUCT 3B 4520 PL'eN ,-PLAN10 PRODUCT 3C pF-4aa. PLAN .10 E461 f.444O PE 60 pE44ae i61 PRODUCT 1 PROP SUBGRADE TYPICAL LOOP STREET SECTION 2% TO 2:1 NG & ZONING COMPLIANCE APPROVAL BY: KURT M. SAXN DATE 'CNDIN L& SAFETY DIRECTOR DATE 'C MMUN LY DEVELOPMENT DIRECTOR DATE QUINTA 'RCE 44ENCINOERING SERVICES DATE 6/30/07 ' 2 1'�% MIN. PATIO CONCRETE LANDING NTS X zq GARAGE STOOP CONCRETE LANDING NTS PROPERTY LEGEND PRODUCT 2 I i EXTENDED FOOTING Ir- r - PROPOSED CENTERLINE 5505 5320 PRODUCT 1C PROPLAN 2B PLAN PROPOSED WEDGE CURB AND GUTTER PROP SUBGRADE TYPICAL LOOP STREET SECTION 2% TO 2:1 NG & ZONING COMPLIANCE APPROVAL BY: KURT M. SAXN DATE 'CNDIN L& SAFETY DIRECTOR DATE 'C MMUN LY DEVELOPMENT DIRECTOR DATE QUINTA 'RCE 44ENCINOERING SERVICES DATE 6/30/07 ' 2 1'�% MIN. PATIO CONCRETE LANDING NTS X zq GARAGE STOOP CONCRETE LANDING NTS PROPERTY LEGEND PRODUCT 2 CITY/COUNTY LIMIT LINE EXTENDED FOOTING -- — — PROPOSED RIGHT--OF-WAY — — PROPOSED CENTERLINE -- — PROPOSED PUBLIC UTILITY EASEMENT — PROPOSED SWALE FLOWLINE PROPOSED WEDGE CURB AND GUTTER O7 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL Y. PROPOSED AIR CONDITIONING UNIT -- ---- —W-- -- — EXISTING WATER MAIN -- -- — EXISTING SEWER MAIN �L EXISTING FIRE HYDRANT EXISTING WATER METER I:. EXISTING ELECTRIC JUNCTION BOX I {i EXISTING TRANSFORMER 2 4" CONCRETE DWY / SLAB ® 6" CONCRETE DWY / SLAB - 8420_ PRODUCT 2A �___I 6505 PRODUCT 1A PLAN PF -41.T PLAN FEM9i6 FF -44B 10 CEY4]6 PRODUCT 3 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.) NOTE "R" INDICATES LEFT HAND GARAGE ORIENTATION. P/ L, R/W R/W 15' P.U.E. B.O.C. 37, B.O.C. 5' SIDEWALK 18.5' 4S 18.5' 5' SIDEWALk 2% TO 2:1 2% MAX. -PROP. AC 1 PVM'T 9% 2% PROP. WEDGI CURB , 2% MAX. PROP SUBGRADE TYPICAL LOOP STREET SECTION 2% TO 2:1 NG & ZONING COMPLIANCE APPROVAL BY: KURT M. SAXN DATE 'CNDIN L& SAFETY DIRECTOR DATE 'C MMUN LY DEVELOPMENT DIRECTOR DATE QUINTA 'RCE 44ENCINOERING SERVICES DATE 6/30/07 ' 2 1'�% MIN. PATIO CONCRETE LANDING NTS X zq GARAGE STOOP CONCRETE LANDING NTS PROPERTY LEGEND —•---+++— -- CITY/COUNTY LIMIT LINE EXTENDED FOOTING -- — — PROPOSED RIGHT--OF-WAY — — PROPOSED CENTERLINE -- — PROPOSED PUBLIC UTILITY EASEMENT — PROPOSED SWALE FLOWLINE PROPOSED WEDGE CURB AND GUTTER O7 PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL Y. PROPOSED AIR CONDITIONING UNIT -- ---- —W-- -- — EXISTING WATER MAIN -- -- — EXISTING SEWER MAIN �L EXISTING FIRE HYDRANT EXISTING WATER METER I:. EXISTING ELECTRIC JUNCTION BOX I {i EXISTING TRANSFORMER 2 4" CONCRETE DWY / SLAB ® 6" CONCRETE DWY / SLAB - CONSTRUCTION NOTES CI) CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PIANS FOR DETAILS, CID CONSTRUCT 4" THICK P.C.C. DWY / SLAB. C1) PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 4. CC.) CONSTRUCT 6" THICK P.C.C. DWY APPROACH. ;CURSE ?k, SECTION C -C GOLF COURSE KNEE WALL NTS DIg�Safely (TOPAZ DRIVE) ePOFESS/ONq NTS AP g DIG ALERT DIAL TOLL 7 FREE dee y�y 2y vro Lu 1.O'� 1-800-22 / -2600 Exp. 3-31--08 0 AT LEAST TWO DAYS 2006 V s� e �� BEFORE YOU DIG c O Copyright / \ q � AfA Rights (Reserved TF OF \FAQ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INC. N0. REVISIONS APPROVED DATE MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NAVD29 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN NDJY CITY OF LA QUINTA, CALIFORNIA SHEET MAINIER 1, SMITH & ASSOCIATES, INC. LOCATION 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST SIGNATURE C26401 DRAWN BY TRILOGY AT LA QUINTA - TRACT NO. 30023-7 �� PLANNING f CivIL ENGINEERING ■ LAND SURVEYING WING WALL. 2.0 MILES SOUTH ALONG JACKSON STREET ROBERT S. SMITH DATE JRN, DJ SEQUENCE 16B OI• FROM HWY 111, THEN 2.0 MILES WEST ALONG AVENUE 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 50, 45.0 FEET WEST OF MADISON ST. AND 18' SOUTH CHECK BY PRECISE GRADING PLAN - DETAIL SHEETI D TEI.P.PHONE (760) 320-9811 • FAx (769) 323-7893 OF AVENUE 50. RSS BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6 S., R.7 E., S.B.M. SHEETS