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MUP 2006-8720 FRIANCR A . coa. / 2:� City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92 gDEC2 (760) 777-7125 FAX: (7f233 8 2006 m v LA ,� UUIHf A OFFICE jU JSEONLY Case No.�"1,1p- 0 (oS72 A Date Recvd. l () �� Fee: G Related Apps.: Logged in by: APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT 4ELt n S (Print) MAILING ADDRESS �M61Lkt,0 t42,st3 uc.� . �� . Phone No. (00) CITY, STATE, ZIP: 140 W 1�-w, Pr )---I Fax No.0-llpb) k4 PROPERTY OWNER (If different): (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION:C��' `-kms ,Av,Q ��� R�-e. PROPOSED USE AND/OR CONSTRUCTION (Includingo-preerational information): (attach sheet if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): SUBMISSION REO IREM .NTS• ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five'(5) sets of plans on 8%i" x 11" sheet or folded down to 8t/2" x 11". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT v S (VIqse Print) n . t, SIGNATURE OF APPLICANT C �Y� � DATE t NAME OF PROPERTY OWNER `tom e-S (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit January 3, 2007 0 Ms. Gabbie Nieto Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-872 TRILOGY, PHASE 16D2 CASITAS Dear Ms. Nieto: BFILE coPr Your request for approval of Minor Use Permit 2006-872 allowing the construction of casitas at the following locations is hereby approved: Lot 136: 61-722 Topaz Drive Lot 137: 61-700 Topaz Drive Lot 138: 61-678 Topaz Drive You may now contact the Building & Safety Department for your building permit. Enclosed are the approved original Deed Restrictions for each address. They must be signed by the owners in front of a Notary Public. The original aporoved 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, YV NNE FRANCO Assistant Planner c. Building and Safety Department P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO • LA QUINTA, CALIFORNIA 92253 (760) 777-7000 -FAX (760) 777-7101 4 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Nieto Shea Homes 60-800 Trilogy Parkway La Quinta, .CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-678 TOPAZ DRIVE, LA QUINTA, CALIFORNIA This: Covenant and Agreement are made and executed this 3 I of January 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 138, 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. 2006-872); 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 Quints,, 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 owner(s) R LeV46hnson Planning Manager City of La Quinta Date 0 0 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) I On 4 g before me, 6 Personalk appe red personally known to me or proved to me on the basis of satisfac&ry evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS, my hand and official seal, Signature of the N tary Public PHZIS MANLEY CornMMon # 1697796 'L':Notary PWAlc - CaUfonda f�Nei** County - wm Opka Oct 16.201 RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Nieto Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-700 TOPAZ DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement aremade and executed this 3 I of January 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 137, 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. 2006-872); 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) LesVcAnson Planning Manager City of La Quinta Printed Name of all owner(s) Date ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA) On ,ial 0-1 proved to me on the basis of satisfactory evid is/are subscribed to the within instrument and executed the same in his/her/their authorized signature(s) on the instrument the person(s), person(s) acted, executed the instrument. before me, personally known to me or ce to be the person(s) whose name(s) acknowledged to me that he/she/they capacity(ies), and that by his/her/their or the entity upon behalf of which the WITNESS my hand and official seal, MW Signature of th Notary P c MAt1�B11 cm-Ids",.l1d"7% Nofay Fac • cdlcnrs rAff M. a- Caw* Mr Comes 80" oot`t 66'01 1i RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Nieto Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 61-722 TOPAZ DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this Yd of January 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 136, 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. 2006-872); 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: Leir1rohnson Planning Manager City of La Quinta Printed Name of all owner(s) IN Date U 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) 4 11.44n,6-7 before me, Personalty appear6d 4 personally known to me or proved to me on the basis of satisfact evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature oft Notary Public MUN &M4ANW C m *dM 116977% 1+o/Ce1► Pudk - C 0NOff a RMsatde Courov W COW. EVkW Oct 16,201 YN&C Y �30023-7I FUTURE SEQUEME ISO rRL%CT 3002:2-7 E9037M SE©UEHCE iId APPNf3bil) ° [:rMLOPITM BY �'3-a-�-- EXHIJBIT CI4 CASE N. J E Seq. # Lot # 1 138 2 137 3 136 4 1 135 otal Trilogy at La Quinta Construction Phase Y� 1 Address Plan & Elevation Garage Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. Total Livable SF. 61678 Topaz Drive 4520C Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,943 61700 Topaz Drive 4510C Right Right Yes - 249 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 83 sf. Patio Ext. - 120 1,805 61722 Tiopaz Drive 4520C Left Left Yes - 255 sf. Box Bay @ MBR - 26 sf. 4 ft. Ext. - 88 sf. 1,943 61744 Topaz Drive 4515C Right Right 1,749 7,440 To CLQ on 12/21/2006 SIQ&& AND REAR ELEVATIONS 4520-C WI SITA OPTION • Y--------- FRONT FRONT ELEVATION 4520-C WITH GASITA OPTION --- SQ. FOOTAGE CA5RA 255 I PO�tCry 1, I I 1 I I I OPT. CASITAS 4520-C (OPTION x7964-4520) w....e '6.L SIDES AND REAR ELEVATION 4510-C FRONT TELEVATION 4510-C >F IONAL GASITA WITH OPIONAL GASITA _AQI PARTIAL FLOOR PLAN 4510-C PARTIAL FLOOR PLAN 4510-C AT 4' yAgAp[ !%TBtlbM M . q AT }I�pt f/,ITM'gAll� M W!J W""r AT ]' bARAwG UTDtlpM MOR. R wT jl►CL (/�, iN RWm M M r, ------- I I I I I I ASITA5 I 1 /� / ♦ I I I I \ T I I ^ 1 I I I �________-__\ _. SQ. FOOTAGE CASITA ]4q PARTIAL FLOOR PLAN 4510-C (ovrwa tea+-as+o) IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PPROVED FOR PERMITTING PLANNING &ZONING COMPLIANCE PPROVER AND RECOMMENDED FOR APPROVAL BY: CITY OF LA QUINTA I CITY/COUNTY UMIT UNE 60th AVENUE TRILOGYATLA OUINTAOM HARTUNG DATE DOUGLAS R. EVANS DATE KURT M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR RCE 44180 EXP. DATE 6/30/07 PROJECT I y w CITY OF LA QUINTA CITY OF LA QUINTA SAXON ENGINEERING SERVICES SITE N LEGENDTRACT NON 7 61st Ave. -- CITY/COUNTY LIMIT LINE O GENERAL NOTES e/w EXISTING RIGHT-OF-WAY ING FILANS1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF HE - EXISTING CENTERUNE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS bZnd PRECISE GRAD /%� CONSTRUCTION. o o z - - - - - -EXISTING PUBLIC UTILITY EASEMENT CONSTRUCTION PHASE 16D-` 2• IT SHALL BE THE RESPONSIBILITY Of THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO HE CITY N � N OF to QUINTA PUBUC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE � E--- PROPOSED SWALE FLOWLINE 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. _ _ _ _ _ _ _ - MSTING WEDGE CURB AND GUTTER - 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA COUNTY OF RIVERSIDE LOTS 135138 DEPARTMENT OF TRANSPORTATION (CATRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK WALLTHE 64th AVENUE O SEEPOSED LANDS APEDEN PLANS FOR DETAILS BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 4. THEFORMED CONTRACTIORNSHALLSTATE OBTAIN TALL ERMI SPAS REQUIRED BY THE CIN Of LA QUINTA OR OTHER OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 7 EAST, GOVERNING AGENCIES. EXISTING GARDEN WALL SAN BERNARDINO BASE AND MERIDIAN 5. HE CONTRACTOR SHALL NOTIFY HE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY EXISTING KNEE WALL GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 PREPARED FOR, HOURS PRIOR TO REQUIRING INSPECTIONS. /® PROPOSED AIR CONDITIONING UNIT 6. THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. VICINITY MAP SHE /` HOMES THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE NS -w- - EXISTING WATER MAIN A COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ti' 60311 TRILOGY PARKWAY 7. MIGHT CONTRACTOREONED SHALLBBEIS FAJUJRE RESPONSIBLE O FOR HE FORCTLY LOCATE REPLACEMENT, R FED PRESERVE ANY DALL LOCATIONIOFEALL -S. s- - EXISTING SEWER MAIN 1 AA1 A AF REGULATORY, WARNING AND GUIDE SIGNS. -ua< - c.dbiiNG' RRIGAiiO1V' 'LAVE LA QLVJA'YI TA, CA 92253 8. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC W71II�tQ3�ISLTBO) 7T% -ROOD STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. EXISTING ARE HYDRANT 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON BC BEGIN CURVE NTS NOT TO SCALE THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHAT_ BE DONE BY A BCC BEGIN COMPOUND CURVE P.C.C. PORTLAND CEMENT CONCRETE EXISTING STREET LIGHT REGISTERED CIVIL ENGINEER WITH AND R.C.E. NUMBER BELOW 33,966, OR A UCENSED LAND SURVEYOR BCR BEGIN CURB RETURN PE PAD ELEVATION ONLY. BOC BACK OF CURB PIG POINT OF INTERSECTING GUTTER ® EASTING WATER METER 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN BS BOTTOM OF STEPS P/L PROPERTY LINE OCCUPANCY SHALL BE PERFORMED ONLY DURING HE TIME PERIODS AS FOLLOWS: C/L CENTERLINE PROP. PROPOSED Q EXISTING ELECTRIC JUNCTION BOX CA CURB AND GUTTER PUE PROPOSED UTILITY EASEMENT OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM EC END CURVE PVMT PAVEMENT Ell EXISTING TRANSFORMER SATURDAY 8:00 AM TO 5:00 PM ECR END CURB RETURN R/W RIGHT-OF-WAY MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM ELEV ELEVATION STA STATION EXISTING VAULT SATURDAY 8:00 AM TO 5:00 PM EP EDGE OF PAVEMENT S.D. STORM DRAIN F I WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOUDAYS. EX. EXISTING S/W SIDE WALK 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON HEM AS HP HIGH POINT TC TOP OF CURB O 4" CONCRETE DWY f SLAB \` A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO HE SATISFACTION OF THE CITY FF FINISHED FLOOR TG TOP OF GRATE ENGINEER. FG FINISHED GRADE TP TOP OF PAVEMENT ® 6" CONCRETE DWY / SLAB�� 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE FH FIRE HYDRANT S TOP OF STEPS aO0'A STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK FL FLOWUNE TW TOP OF WALL jai i � UPON HIGHWAYS IN ORDER TO EUMINATE ANY HAZARDS. FS FINISHED SURFACE TYP TYPICAL �� :� 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN 5 -ACRES MUST OBTAIN A NATIONAL POLLUTANT GB GRADE BREAK TF TOP OF FOOTING�� 4 DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FIE A GF GARAGE FINISHED FLOOR TRW TOP OF RETAINING WALL NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM INV INVERT TSF TOP OF STEEL FENCE j l 5®®��„� `0 A3!a WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE G ��®®9�� 9�® �1 14 STORMTHE PWATER. THETIONAL PROGRAMIS IMPLEMENTED ED TO ROL NON -POINT AND ENFORCED BYURCE HE SWRCBTANTS CARRIED BY CONSTRUCTION NOTES QUANTITY ESTIMATE �d �� ��15. THE CITY RETAINS THE RIGHT TO REQUIRED PLAN REVISIONS. AS NECESSARY, SUBSEQUENT TO PLAN CONSTRUCT LDING (FOR PERMIT PURPOSES ONLY) APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS H SHOWN ON ESE PLANS, IF ANY NEW O & SAFETY STANDARDS, DS,AAND STRUCTURAL NGINEERSLL PER CITY OF LA QUINTA BDESIGN ® STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN HE IMMEDIATE BY OTHERS UNDER SEPARATE PERMIT. 30 LF L VICINITY OF THE IMPROVEMENTS PROPOSED BY HESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF 1 � THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT 6� NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS O2 CONSTRUCT 4" THICK P.C.C. DWY /SLAB. 3,488 SF mai, 13 SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. ® s®®i��"� 16. ,THESE PLANS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN 18 MONTHS FROM DATE OF O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. 12 EA 4��a 9�D APPROVAL. HE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE Q4 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. 272 SF ��0 35N PLANS, INCLUDING, BUT NOT UMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE 1 WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CIN OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PIAN APPROVAL DATE. 17. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE 4����b9 NOTE TO CONTRACTOR, DRAINAGE INTEGRITY �� �6 �� 1T IS CRACKED, UNEVEN AT JOINTS, OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT AL'PLIES TO,ALL-SIDEWALK"LOCATED IN PUBLIC RIGHT OF WAY HIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE �\c; ADJACENT TQ PROPERTY -BEING- DEVELOPED. WITH HE FLOWUNES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT HE SWAES ARE CONSTRUCTED BY HE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH HE APPROVED GRADING PLAN AND THAT HE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES HE GRADING NOTES CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWUNES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802 DATED: MAY 30, MODIFICATIONS MADE BY HE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. �/ 2003, PREPARED BY: EARTH SYSTEMS SOUTHWEST. TELEPHONE NO. 760-345-1580, SHEET INDEX MAP 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY NOTE' CONTROL DURING GRADING TO INSURE COMPUANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. PLANNING AREA: 253. THE DESIGN CIVIL ENGINEER SHAD. EXERCISE SUFFICIENT CONTROL DURING GRADING AND 764-270-018 EARTHWORK ESTIMATE D' 100' 200' 300' 400' CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS °s ASSESSOR'S PARCEL NO. PURVIEW. 'FOR 'FERMI PURPOSES ONLY THOMAS BROTHERS GUIDE: 1/ 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE TOTAL CUT (RAW): 300 C.Y. p STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND u TOTAL FILL (RAW): 300 C.Y. RIVERSIDE COUNTY 2002 SCALE 1 =100 �R DAMAGE TO ADJACENT PROPERTY. C PAGE 5590, GRID E2 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT w FROM TRENCHING AND DETAILED GRADING. FEMA ZONE D PER PANEL 060245 INDEX SHEET OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 3 NOTE TO CONTRACTORm QUANTITY ESTIMATE HE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, INUNDATION OR FLOOD 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS HAZARD. THE SOIL UNDERLYING THE SITE MAY BE SUBJECT TO DYNAMIC SETTLEMENT AND THE ABOVE MENTIONED SOILS REPORT. - OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PREUMINARY ESTIMATES PREPARED EITHER SAND SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT AND/OR 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL LL A MINIMUM OF 0.3' DEEP AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ( BE CONSTRUCTED A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. HE MINIMUM SLOPE ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY HYDRO-CONSOUDATION. OF $WALES SHALL BE 0.50%. � DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS NOTE DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE UTILITIES CRY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING o SEPARATE PERMITS FROM THE CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 BUILDING AND SAFETY 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 DEPARTMENT SHALL BE ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION d SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 REQUIRED FOR ALL WALLS. REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF TOPOGRAPHY SOURCE: "R" VALUE TESTS FOR ROADWAY SUBBASE. HE AS COMPANY (760) 323-1851 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED o TELEPHONE VERIZON (760) 323-1231 THE CONTOURS SHOWN ARE TAKEN FROM THE ROUGH TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE o CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 GRADING PLANS BY MSA CONSULTING, INC. REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL c9 UNDERGROUND SERVICE ALERT (800) 227-2600 EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. NOTE T 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE 'O CONTRACTORS EXISTING UTILITIES NOTE TO CONTRACTOR SITE CONDITIONS THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING HE a AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST, r CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE HE ACCURACY NOR HE COMPLETENESS OF HE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF AL PERSONS AND SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF PROPERTY. THIS REQUIREMENT APPUES CONTINUOUSLY AND IS NOT UMITED TO NORMAL WORKING HOURS. THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. INFORMATION. HE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF AL EXISTING UTILITIES BEFORE INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE INCLUDING BUT NOT UMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. COMMENCING WORK. OF WORK ON HIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN a THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM OR MSA CONSULTING, INC. HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTIUTIES. THE CONTRACTOR APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. ti SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY 76. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). NOTE TO CONTRACTOR ACCESSIBILITY DETAILS 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY o UTIUTIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA THE ACCESSIBIUTY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE USING HE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER i PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR HE ACCESSIBILITY DETAILS. HE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST u DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACIUTIES. REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL COMPLETION OF SAID WORK. PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POHOUNG. IF THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PIANS. HE CONTRACTOR SHALL BEGIN ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. o NECESSARY,CONSTRUCTION AFTER REVISIONS ARE APPROVED. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON HE 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 Dig S a f e I y CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION Q�OFESS/oNq� AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBIUTY FACIUTIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. y� 000 DIG ALERT DIAL TOLL FREES w C26401 s m y 1-8��-227-2600 2 Exp.3-31-138 BASIS OF BEARING: AT LEAST TWO DAYS a BEFORE YOU DIG © Copyright 2006 THE WEST UNE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER T9l / y \ 0� MSA Consulting, Inc. TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. OF CAi-\�O 2 All Rights Reserved NOTE ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD29)+500' 0) 0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IV34200 SA CONSULTING INC. BENCH P.D. 109-70 ELEV. 27.9441 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY CITY OF LA QUINTA CALIFORNIA SHEET ° NO. REVISIONS APPROVED DATE + MARK LMD r s NING ■ CIVIL, ENGINEERING ■ LAND SURVEYING C26401 LOCATION DRAWN BY 1 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING SIGNATURE $HEA HOMES TRILOGY -TRACT NO. 30023-7 ROBERT S. SMITH DATE LMD OF os HOPE DRIVE m RaNCHo MIRAGH m CA 92270 WALL. 2.0 MILES. SOUTH ALONG JACKSON STREET FROM HWY 111, SEQUENCE - 16D-2 -LOTS 135-138PHONE (760) 320-9811 ■ FAx (760) 323-7893 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF CHECK BYPRECISE GRADING PLANS -COVER SHEET 2 Q MADISON ST. AND 18' SOUTH OF AVENUE 50. RSS BEING A SUBDIVISION OF A PORTION OF THE SE 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS TF 0 134 ^ PE -440.2 � © Copyright 2006 MSA Consulting, Inc. All Rights Reserved DigiSafely DIG ALERT DIAL TOLL FREE NOTE, °` `v00a0 1-800-227-2600 SEE WALL PLANS FOR ALL TW, FG (AND AT LEAST TWO DAYS TF (GRADES FOR EXISTING WALLS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. REVISIONS APPROVED DATE A. I 5.83' 135 Q -- TRACT 30023-71 4515 - - PRODUCT'1 FUTURE SEQUENCE 180 PLAN C - FF -441.00 439,93 PE -440.4 440.9 FL FS N A 44 _70 - t3�\RFs N ^� 3 - -W TC 439.25 -- 438.92 443 8 __- -_- - - - 440.4 N 138.92) :z _ 60.06' -- w . - - - - -- TC 439.63 .87 nTFS 5' in -'_ W _ _ _ - W - w 7 . EXISTING KNEE WALL GB I r PROPOSED AIR CONDITIONING UNIT 12+00 to n - EXISTING WATER MAIN 439.69 -s- v 'a d g m I- TC TC 439 1 50 a fl A41.1$ - in -S- +00 440.5 In' EXISTING WATER METER S Q 439.25 �I TC 439.4�9-6-TC "43�95 439.63 439TCTC 6. TW 445.59 TF 439.59 oto TF 439.59 A' FS iv 0 134 ^ PE -440.2 � © Copyright 2006 MSA Consulting, Inc. All Rights Reserved DigiSafely DIG ALERT DIAL TOLL FREE NOTE, °` `v00a0 1-800-227-2600 SEE WALL PLANS FOR ALL TW, FG (AND AT LEAST TWO DAYS TF (GRADES FOR EXISTING WALLS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. REVISIONS APPROVED DATE A. I 5.83' 135 Q -- L- -w- 4515 - - PRODUCT'1 DRIVE PLAN C - FF -441.00 439,93 PE -440.4 440.9 FL FS N A 44 _70 - t3�\RFs N ^� 3 ss 446,25 V T, 438.92 443 8 TF 440.4 N 138.92) :z _ 60.06' Tl1 FG TF TF GRADE EXISTING GOLF COURSE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE (0.50% MIN.) V 496L "q vLsr� O 138 o 4520 Ui PRODUCT 1 PLAN 3C FF -441.30 PE -440.7 5.47' y TFV4 7Bc00114 W fA 4 .79 1.00 TRACT 530023-7 EX03TONG SEQUENCE WD I _---- TC 439.97 ----- -- L- -w- W- - - TOPAZ DRIVE 137 a4FS 3 N - - 14+00 59.90-s- - - --s - 6 g 9.78 _ 439.99 TC 439.94 FS -G8 ,TC 440_09 TC 440.22 TC(440.18)- ^ 6 4520 440.70 55. . PRODUCT 1 HP -FL .87 nTFS 5' PRODUCT 1 -G 7 . EXISTING KNEE WALL GB I r PROPOSED AIR CONDITIONING UNIT -4- .�_A-40 FS- -.. - EXISTING WATER MAIN 440.51.. 440.55 -s- v 'a d g m 7TH.. 44 04 841 4 0.58 50 a fl A41.1$ EXISTING FIRE HYDRANT Ci t� FS -GB b*��- 14 N 5,6 441.57 N . 441 i o FS -GB 441.70 HP - 137 a4FS 3 N - - EXISTING CENTERLINE 138 ,O - EXISTING PUBLIC UTILITY EASEMENT o P1 -FL FL 4510 441.40 EXISTING WEDGE CURB AND GUTTER 4520 440.70 PROPOSED GARDEN WALL PRODUCT 1 HP -FL 4• 5' PRODUCT 1 PLAN 2C EXISTING KNEE WALL /� PLAN 3C FF -441.60 AL r PROPOSED AIR CONDITIONING UNIT J FF -441.90 A PE -441.3 PE -441.0 - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN - -IRR- 440.85 441.70 4 FL FS 841 4 0.58 50 a fl A41.1$ EXISTING FIRE HYDRANT 440.82+%4 `' 440.5 In' EXISTING WATER METER AOH S. Q TW 446.92 441.58 �I EXISTING TRANSFORMER 6. TW 445.59 TF 439.59 oto TF 439.59 A' FS iv 4" CONCRETE DWY /SLAB ® q TF 4 i.59 N 1.Q 5 TW 442.92 ? FG 441.0 °.' 444.25 N a TW 4 I;Q1 as 7.e (439.59) FG 441.3 : TF (439.59) 55.00' FG 4 TF (4 COU�SE� 0' 20' 40' 60' 80' SCALE 1"=20' 37' R/W & TF 4' -S- 139 PE -441.5 (PRIVATE STREET) TYPICAL NON -LOOP STREET SECTIONS TOPAZ DRIVE NTS NOTE GUEST PC+:1FZ3/CU7E ASSHOWN WERE SUBMITTED FOR APPROVAL UNDER A MINOR USE PERMIT2006-811. BACK BLOCK OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSEDAT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL BACK YARD WALL OPENING DETAIL ;\ NTS PROPERTY 2' MIN NM o 2 _ FL 1N • IIL„III=, Iliulllllillllullllll,lll_nl� z N M aM 2 2% MIN., .. I=1 I=1 I -I I ImI I I-' GARAGE STOOP CONCRETE LANDING NTS 0 2 2% MIN 11=111=III=III-I- I I=11 ELI 111111 1111-1 PATIO CONCRETE LANDING NTS APPROVAL [CITYOM KURT M. SAXON DATE ILDINGTUNG & SAFE DIRECTOR DATE )CCOMMUNITY ITY OFDOUGLALA DEVELOPMENT DIRECTOR R. EVANS DAA I�ON4180 VEERING SERVICES EXP. DATE 6/30/07 SECTION B -B GOLF COURSE KNEE WALL NTS WALL PER ORCO GOLF LOT WALL SYSTEM SITE WALL DETAIL DonorDw EX' GARDEN 1% MIN. 2:1 MAX �l SECTION A -A TYPICAL GARDEN WALL SIDE Y� (PE'S DO NOT EXCEED 1'-0• VERTICAL NTS MSA CONSULTING, INC. FMADISON P.D. 109-70 ELEV. 27.941 (NAVD29) ..._......LMD PLANK WO ■ Cim Emnanxn�lr3 ■ LAND SuRvHym C26401 SIGNATURE DRAWN �/.,��CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING ROBERT S. SMITH DATE LMD 34200 BOB FIOPB DRIVB M RANCHO aYlaRnQ'B CA 92270 MILES SOUTH ALONG JACKSON STREET FROM HWY 111, CHECK 1 TumHom (760) 320.98U ■ FAx (760) 323-7893 MILES WEST ALONG AVENUE 50, 45.0 FEET WEST OF ST. AND 18' SOUTH OF AVENUE 50. RSS M n PRODUCT 1 CONSTRUCTION NOTES 1O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PERMIT. �2 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O3 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 2. ® CONSTRUCT 6" THICK P.C.C. DWY APPROACH. LEGEND CITY/COUNTY LIMIT LINE R/W EXISTING RIGHT-OF-WAY -- - - - EXISTING CENTERLINE - - - - EXISTING PUBLIC UTILITY EASEMENT �- PROPOSED SWALE FLOWLINE EXISTING WEDGE CURB AND GUTTER Ot PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS EXISTING GARDEN WALL EXISTING KNEE WALL PROPOSED AIR CONDITIONING UNIT - - -w- - - EXISTING WATER MAIN - -s- - EXISTING SEWER MAIN - -IRR- EXISTING IRRIGATION LINE J EXISTING FIRE HYDRANT EXISTING STREET LIGHT EXISTING WATER METER Q EXISTING ELECTRIC JUNCTION BOX EXISTING TRANSFORMER EXISTING VAULT O2 4" CONCRETE DWY /SLAB ® 6" CONCRETE DAY / SLAB 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.) 45' 4520 PRODUCT 1 PLAN 3C GARAGE GSITA 9" m Iq N n CITY OF LA OUINTA, CALIFORNIA SHEA HOMES TRILOGY - TRACT NO. 30023-7 SEQUENCE - 16D-2 - LOTS 135-138 PRECISE GRADING PLAN