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MUP 2006-825fi I W r NAMM w Colo / City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 FF CE USE ONLY Case N . Date ecvd. Fee: Related Apps.: Logged in 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 S (Print) MAILINGADDRESS �C - `Ll ��,+: Phone NoQ CITY, STATE, ZIP: Q Ui rte a� `� Fax Notl('b) PROPERTY OWNER (If different): eG M {-- (Print) MAILING ADDRESS: Phone No. CITY, STATE, ZIP: PROJECT LOCATION: U lY-SQ� - u L lJ Fax No. Out ryyc- PROPOSED USE AND/OR CONSTRUCTION (Including operational information): A�e--,,; (Ae-n+ i rA CJ) s, LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): A I Minor Use Permit Aur, 212006 i ._.. CITY OF LA QUINTA L� CT' Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x I I" sheet or folded down to 8'/2" x I I". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT yt �Ao I' f- (Ple�assee P`ri t) SIGNATURE OF APPLICA 1 4 DATE I NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. AI Minor Use Permit P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 August 22, 2006 Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-825 TRILOGY, PHASE 15E, LOTS 40, 31, 26 - CASITAS Dear Ms. Lares: (760) 777-7000 FAX (760) 777-7101 AdG3 Your request for approval of Minor Use Permit 2006-825 allowing the construction of casitas at the following locations is hereby approved: Lot 40: 81-780 Eagle Claw Drive Lot 31: 81-870 Eagle Claw Drive Lot 26: 81-920 Eagle Claw Drive You may now contact the Building & Safety Department for your building permit. Enclosed are the approved original Deed Restrictions for each address. They must be signed by the owners in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job cards when the recorded copies are received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copies are received by the Community Development Department, your Minor Use Permit is not complete and final inspections will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, ERIC CEJA Assistant Planner c. Building and Safety Department • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 C� COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-870 EAGLE CLAW DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 22"d day of August 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 31, TR 30023-5, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2006-825); 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 • .0 released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This Agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This Covenant and Agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta, a Municipal Corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the Agreement shall not be rescinded, revoked, modified, *or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. By: 1. 2. 3. Signature(s) Dated: Les Jo on PlanrlMg Manager City of La Quinta Printed Name of all owner(s) $•29. oG Date 9 • STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ► ss. CITY OF LA QUINTA ► On August 28, 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. REG IA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 . (Seal) 'REGir(!ni4 HENSLEY 19'', Commisslon N 152.1423 -mac Notary PubBc - Coflfomla 121veNde County My Comm. E�Ues Oct 23.2008 CJ RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-780 EAGLE CLAW DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 22nd day of August 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 Quints, County of Riverside, State of California: LOT 40, TR 30023-5, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2006-825); 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: Planning Manager City of La Quinta Printed Name of -all owner(s) Date STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LA QUINTA ► On August 28, 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. REGIA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 (Seal) F�NSI'EY4M Notary Pub➢C - CadflofnlO : F&erslde County AI My,Convn. ExpteS0ct23, 2008 • RECORDING REQUESTED BY: Shea Homes WHEN RECORDED PLEASE MAIL TO: Ms. Gabbie Lares Shea Homes 60-800 Trilogy Parkway La Quinta, CA 92253 • COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT 81-920 EAGLE CLAW DRIVE, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 22"d day of August 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 26, TR 30023-5, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to, and. with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 2006-825); 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) Les 4ethnson - Planning Manager City of La Quinta Printed Name of all owner(s) Date • STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ► ss. CITY OF LA QUINTA ) • On August 28, 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. (Seal) REG IA HENSLEY Notary Public Commission # 1521423 Expiration: October 23, 2008 4 -`REGENIA HENmv - <. G rums lon 1521 M '< Notaiy Public - CoiHornla I&erWe County MyComm. E)Oes Oct 23.2008 0 • Trilogy at La Quinta rnncfriirfinn Phaco Pian & Garage sw Total Livable Seq.;z# .Lot #. -; Address Elevation Orient. Driveway Casita Bay Window Garage Ext. Patio Ext. SF. Box Bay @ MBR - 1 40 81780 Eagle Claw Drive 6505B Right Right Yes - 255 sf. 26 sf. 2,679 ox ay@ MBR Patio xt. - 2 39 81800 Eagle Claw Drive 5505A Right Right 26 sf. 4 ft. Ext. - 83 sf. 315 sf. 1,847 Exercise Rm- 3 38 81790 Eagle Claw Drive 5500A Right Right 149 sf. 2,536 Box Bay @ MBR---- 4 37 81810 Eagle Claw Drive 4520C Left Left 26 sf. 1,688 Box Bay @ MBR - Patio Ext. - 5 36 81820 Eagle Claw Drive 4210A Right Right 26 sf. --- 177 sf. 1,381 Box Bay @ MBR 6 35 81830 Eagle Claw Drive 4210B Right Right 26 sf. 1,381 Box Bay @ MBR - Patio Ext. - 7 34 81840 Eagle Claw Drive 4510C Right Right 26 sf. 120 sf. 1,556 Box Bay @ MBR - 8 33 81850 Eagle Claw Drive 4210A Left Left 26 sf. 1,381 Box Bay @ MBR - Patio Ext. - 9 32 81860 Eagle Claw Drive 4210C Right Right 26 sf. 4 ft. Ext. - 83 sf. 177 sf. 1,381 Box Bay @ MBR - 10 31 81870 Eagle Claw Drive 4520C Left Left Yes - 255 sf. 26 sf. 4 ft. Ext. - 88 sf. 1,943 Box Bay - 11 30 81880 Eagle Claw Drive 4210A Right Right 26 sf. 1,381 Box Bay @ Morning 12 29 81890 Eagle Claw Drive 4515C Left Left Rm - 24 sf. 4 ft. Ext. - 103 sf. 1,773 Box Bay @ MBR - Patio Ext. - 13 28 81900 Eagle Claw !U Z, 4210B Right Right 1 26 sf. 4 ft. Ext. - 83 sf. 177 sf. 1,381 Box Bay @ MBR - Patio Ext. - 14 27 81910 Eagle Claw Drive 4510A Left Left 26 sf. 120 sf. 1,556 Box Bay @ MBR - 15 26 81920 Eagle Claw Drive 4210A I Right Right Yes - 255 sf. 26 sf. 1,636 Box Bay @ MBR - 16 25 81930 Eagle Claw Drive 4210C Left Left 26 sf. 4 ft. Ext. - 83 sf. 1,381 Total 26,88 L"� "Lo REAR 6505-B RIGHT 6505-B LEFT 6505-8 FRONT 6505-B DEN OPTIONAL DOOR 10 I � I II I I I I I I I I I I I I --- h SQ. FOOTAGE CASITAS,' GA51TA/ 755 I � i � I • +o.e..,.m,m aau.e crcu�..,a.e I i T I j � � FLOOR PLAN 6505-B (OPTION 9 T962-6505) "J6 0 SIDES AND REAR ELEVATIONS 4520-C WITH GASITA OPTION FRONT ELEVATION 4520-C WITH GASITA OPTION -------------------------- _______ _______ 1 r H iPO�C SQ. FOOTAGE CASITAS ' --- CA51TA 255- I ITM o I l4: BA I I_cr I I I I I I O I I I OPT. CASITAS 4520-C (OPTION •"7964-4520) L <i 5 0 I I I I I I � --- - - - - -- - RIGHT 4210-A REAR 4210-A LEFT 4210-A PARTIAL ELEV. 4210-A SQ. FOOTAGE CASITA 155 I I I- IrBEOR401M I 1 I I I - 2I 1 I I I I I I I 1 I i l i I I I I I i t I i i CA51TAVII 1 1 I � I 1____-_-_____-4 PARTIAL FLOOR PLAN 4: (opnON n960-4210) L 0f �* N 1CITY OF LA QUINTA 60th 1 CITY/COUNTY LIMIT LINE AVENUE 1rr/ w 0 1 � W 1 � COUNTY OF `RIVERSIDE ' 64th AVENUE VICINITY MAP .��� NTS ABBREVIATIONS BOC BACK OF CURB C/L CENTERLINE C/G CURB AND GUTTER D DEPTH ELEV ELEVATION EX. EXISTING ;HP HIGH POINT FF FINISHED FLOOR FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK GF GARAGE FINISHED FLOOR NTS NOT TO SCALE P.C.C. PORTLAND CEMENT CONCRETE PE PAD ELEVATION PIG POINT OF INTERSECTING GUTTER P/L PROPERTY LINE PROP. PROPOSED PUE PUBLIC UTILITY EASEMENT PVM'T. PAVEMENT R/W RIGHT-OF-WAY S/W SIDE WALK TC TOP OF CURB TP TOP OF PAVEMENT TRW TOP OF RETAINING WALL TW TOP OF WALL TYP TYPICAL TF TOP OF FOOTING CONSTRUCTION NOTES O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, AND STRUCTURAL ENGINEERS DESIGN BY OTHERS UNDER SEPARATE PLAN AND PERMIT. 2O CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 4._ O3 INSTALL 4" PVC DRAIN PIPE. ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 4 © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. LEGEND Otim!I. Z^(7 ! - - - - - - - - - - CITY/COUNTY LIMIT LINE EXTENDED FOOTING - - PROPOSED RIGHT-OF-WAY - PROPOSED CENTERLINE - PROPOSED PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWLINE PROPOSED WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL EXISTING KNEE WALL EXISTING GARDEN WALL EXISTING GARDEN/RETAINING WALL EXISTING WATER MAIN EXISTING SEWER MAIN PROPOSED FIRE HYDRANT PROPOSED WATER METER EXISTING ELECTRIC JUNCTION BOX 4" CONCRETE DWY / SLAB 6" CONCRETE DWY / SLAB QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 132 LF _800 LF _110 LF 15,190 SF 16 EA 1,219 SF I IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRILOGYATLA OUINTA TRACT NO. 30023-5 PRECISE GRADING PLANS SEQUENCE 15E LOTS 25-40 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, QA 92253 (760) 777-6000 EK9870H8 D&TE GROO MIS NOT 1% PL%Hr 1m&CT No. 31193Z I O � RG 761 PG 44 - --111 O O vi 1!. O LOT NOS. r w^m SII per^ O��o I O�u� On�.;� ONco 0' N, RG 766 II'I ZnM II. Z^�Illf ZnmV Z^hili Z^�i!I^m,l_ ��a> 11w�° I, (.,,i, i I. PG 39 F-(70 III o00- ~0a i o¢a I ~Oar I r'D0 I x-(70 LOT NOS. a O[[ 1, Obi a a - 'l 1 ,RG 762 ;�� LOT NOS �'`� O¢ -� Ili .� Or l O¢ d flG 765 i , \ PG 40 - -- -E&GLE_"AMN DRIV LOT NOS. !'% r-- _ _ -_ -- - ' \ ., RG 763 / _-- -- -- --'- �-.. PG 42 NOS. LOT NOS. it 651 OS ll LOT N � \ I RG 743 l' a 71 � '�� \ � \ �- LOT NO � � � ,� % i I LOT NOS. � RG 7A6 RG 764 Y / PG 117 l L.. RG 744 'LOT NOS' PG 120 ` PG 41 PG 118 (� RG 745 1 �. LOT NOS ! PG 179 LOT NOS ,�. r1' ;� % RG 11..- RG 652 .. .\,..,. - 742 PG72 PG 116 %! 4 -.. _.Ill._ LOT LOT NOS. /,'747 I PG 121 . LOT NOS O i" LOT NOS.`- �� �'% ��' RG 741 '% I Z` 1ti ,� 1- - I� V RG653 .. ��V' PG 115 i tirrt,.. O � TL` &COY 30023-6 GX13T0HQ SEQUENCE MC C6 C6 O^� ZIP Otim!I. Z^(7 ! it 11 l LOT NOS. __ _... (Nm p^N N Om'� I Z^N rri,.. OmN Z1� --- o C < 0a: l l O¢a ! ~0a l.' RG 757 O¢0- ILIII I ~0a O¢ a O¢09 I I `. PG 48 Imo, I RG 722 I ' l PG 152 IW I l � j _1� ILOT NOS.j -� 0. 1 II, _ RIVERSIDE COUNTY 2002 RG 758 I FROM TRFNCH1f10 AMD DETAILED GRADING .. r,diE 5SuO, GRID E2 II I LOT NOS. ( LOT NOS! I_j PG 47 l OT i RG 732 RG 729 ( RG 723 PG 1 i PG 166 PG 159 1- jam PG 151 I _ I{I THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, LOT -NOS, LOTN OS. ' i I a I 1 I 0o III RG 759 I 1 ( INUNDATION OR FLOOD HAZARD. THE SOIL UNDERLYING THE SITE IW cc DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE PG 46 MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES MAY BE SUBJECT TO DYNAMIC SETTLEMENT (EITHER SAND STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND AT THE TIME OF CONSTRUCTION. SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT moi DAMAGE TO ADJACENT PROPERTY. Ica 4 I �LOT w I,( SIi IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 NOS.I, AS RECOMMENDED BY THE SOILS REPORT. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 RG 760 n C 11j; SEPARATE PERMITS FROM THE i PG 45 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS OS ij fiw'li -� ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 LLI OT NOS LOTS 25-40 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, QA 92253 (760) 777-6000 EK9870H8 D&TE GROO MIS NOT 1% PL%Hr 1m&CT No. 31193Z I O � RG 761 PG 44 - --111 O O vi 1!. O LOT NOS. r w^m SII per^ O��o I O�u� On�.;� ONco 0' N, RG 766 II'I ZnM II. Z^�Illf ZnmV Z^hili Z^�i!I^m,l_ ��a> 11w�° I, (.,,i, i I. PG 39 F-(70 III o00- ~0a i o¢a I ~Oar I r'D0 I x-(70 LOT NOS. a O[[ 1, Obi a a - 'l 1 ,RG 762 ;�� LOT NOS �'`� O¢ -� Ili .� Or l O¢ d flG 765 i , \ PG 40 - -- -E&GLE_"AMN DRIV LOT NOS. !'% r-- _ _ -_ -- - ' \ ., RG 763 / _-- -- -- --'- �-.. PG 42 NOS. LOT NOS. it 651 OS ll LOT N � \ I RG 743 l' a 71 � '�� \ � \ �- LOT NO � � � ,� % i I LOT NOS. � RG 7A6 RG 764 Y / PG 117 l L.. RG 744 'LOT NOS' PG 120 ` PG 41 PG 118 (� RG 745 1 �. LOT NOS ! PG 179 LOT NOS ,�. r1' ;� % RG 11..- RG 652 .. .\,..,. - 742 PG72 PG 116 %! 4 -.. _.Ill._ LOT LOT NOS. /,'747 I PG 121 . LOT NOS O i" LOT NOS.`- �� �'% ��' RG 741 '% I Z` 1ti ,� 1- - I� V RG653 .. ��V' PG 115 i tirrt,.. O � TL` &COY 30023-6 GX13T0HQ SEQUENCE MC C6 C6 O^� ZIP Otim!I. Z^(7 ! 110(c III ZION 'I' --- -- ai O�� I Z^N ... _, ui I I OfO^N I Z^ I __ _... (Nm p^N N Om'� I Z^N rri,.. OmN Z1� --- o C < 0a: l l O¢a ! ~0a l.' O¢0- O¢0- hp0 I ~0a O¢ a O¢09 I C Imo, I RG 722 I ' l PG 152 " I l � j _1� -- 0. 1 II, _ RIVERSIDE COUNTY 2002 I FROM TRFNCH1f10 AMD DETAILED GRADING .. r,diE 5SuO, GRID E2 II I LOT NOS. ( LOT NOS! I_j I ILOT NOS. I l OT i RG 732 RG 729 ( RG 723 PG 1 i PG 166 PG 159 1- jam PG 151 I -- - -- -� T I .-_ --� -- -_ FOR PERMIT PURPOSES ONLY PLANNING AREA: 25 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM ASSESSOR'S PARCEL NO. 764-270-018 I SLOT NOS. � LOT NOS. � I ( 1 >I -I �, ; ( LOT NOS. LOT NOf R 31 7� G 1 RG 30 , ' PG 167 I �', PG 158 I Imo, I RG 722 I ' l PG 152 RG 721 IPG 153 I l � j _1� Q' I � PREPARED BY:EARTH SYSTEMS SOUTHWEST, TELEPHONE NO.760-345-1588 II, THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT RIVERSIDE COUNTY 2002 I FROM TRFNCH1f10 AMD DETAILED GRADING .. r,diE 5SuO, GRID E2 II I LOT NOS. ( LOT NOS! I_j I ILOT NOS. I l OT i RG 732 RG 729 ( RG 723 PG 1 i PG 166 PG 159 1- jam PG 151 I _ 10 THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, LOTN OS. ' i I a I 1 I 0o III TO ENSURE COMPLIANCE WITH THE PIANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. I LOT N 1rRL%CT S002S_5 EX9870G110 SEQUENCE IS& FOR PERMITTING 'PLANNING & ZONING COMPLIANCE 'APPROVED AND RE FOR APPROVAL BY: GLAS R. EVANS ITOM HARTUNG N DATE BUI DING L& SAFETY DIRECTOR DATE 'COMMUNIITY OF S DEVELOPMENT ELOPMENT DIRECTOR DATE IKURT M. RCE TA 44180 SERVICES DATE 6/30/07 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 ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. . THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE 9PPROVED 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 IVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. V CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER IST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY IST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM W RK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. . ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HI HWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 1Z. 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 BQARD. 1 . THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 14. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT OR OVEM SPONSOR SHALL BEAR AL COSTS ASSOCIATED WITH UPDATING T LA THE NS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 15. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. EARTHWORK ESTIMATE NOTE: GRADING NOTES FOR PERMIT PURPOSES ONLY PLANNING AREA: 25 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM ASSESSOR'S PARCEL NO. 764-270-018 BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 07711-04.03-05-802, DATED:MAY 30, 2003, TOTAL CUT (RAW): 1,200 C.Y. TOTAL FILL (RAW): 1,200 C.Y. THOMAS BROTHERS GUIDE: PREPARED BY:EARTH SYSTEMS SOUTHWEST, TELEPHONE NO.760-345-1588 THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT RIVERSIDE COUNTY 2002 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY FROM TRFNCH1f10 AMD DETAILED GRADING .. r,diE 5SuO, GRID E2 CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN NOTE TO CONTRACTOR- QUANTITY ESTIMATE FEMA ZONE D PER PANEL 060245 INDEX SHEET THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL THE LAND IS NOT SUBJECT TO GEOLOGIC HAZARD, OVERFLOW, SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSES ONLY. IT TO ENSURE COMPLIANCE WITH THE PIANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. INUNDATION OR FLOOD HAZARD. THE SOIL UNDERLYING THE SITE DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE t MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES MAY BE SUBJECT TO DYNAMIC SETTLEMENT (EITHER SAND STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND AT THE TIME OF CONSTRUCTION. SETTLEMENT OR LIQUEFACTION) DURING A MAJOR SEISMIC EVENT DAMAGE TO ADJACENT PROPERTY. UTILITIES _ AND/OR HYDRO -CONSOLIDATION. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 AS RECOMMENDED BY THE SOILS REPORT. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 NOT E 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. C SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 SEPARATE PERMITS FROM THE 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 BUILDING AND SAFETY SHEET INDEX MAP AND THE ABOVE MENTIONED SOILS REPORT. c GAS THE GAS COMPANY (760) 323-1851 DEPARTMENT SHALL BE 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE TELEPHONE VERIZON (760) 323-1231 REQUIRED FOR ALL WALLS. CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 0' 100' 200' 300' 400'R USA UNDERGROUND SERVICE ALERT (800) 227-2600 TOPOGRAPHY SOURCE: SHALL BE 0.50%. 9. NOTE TO CONTRACTOR, EXISTING UTILITIES THE ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS THE CONTOURS SHOWN ARE TAKEN FROM ROUGH SCALE 1 "=1 O R� DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE GRADING PLANS BY MSA CONSULTING, INC. 00' ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE 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 NOTE TO CONTRACTOR- SITE CONDITIONS SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING 1O. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B.. 3 WORK. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION z THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. c UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE VALUE TESTS FOR a CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER ROADWAY SUBBASE. O THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR OR MSA CONSULTING, INC. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. NOTE TO CONTRACTOR- ACCESSIBILITY DETAILS TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE a ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED.EMPHASIS USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE m NOTE TO CONTRACTOR DRAINAGE INTEGRITY CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL SO NOTED N IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY BE FOR EACH TEST. CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION, THEREFORE, 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY OWNER. CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. c AND APPROVAL PRIOR TO LAYOUT AND -CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. SUITABLE FOR THE DED USE. SGRADING Dig�Safely �oQPOFEss�ONq< 16ROBLOCKTWALLSNARE NOTHPART OFITHELL PERMIT, SU MITNFOR SEPARATE BUILDING PERMIT(S). DIG ALERTDIAL tVQ �0 s,� tcy �y �y 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION �1 TOLL FREE " x°e FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY PRIOR C f'� 1-8��-227-Loo w C26401 m TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL =i BASIS, OF BEARING, Exp, 3-31-08 � � CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY AT LEAST TWO DAYS DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. i BEFORE YOU DIG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34, TAKEN AS N 00'14'08 W PER8'J. OX, �Q' y 1�5. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE © Copyright 2006 TRACT MAP NO. 30023-1, AS SHOWN IN BOOK 329, PAGES 87 THRU 102, OF MAPS, O.R. MSA Consulting, Inc. 9r4c ped OFC� FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ° A\ All Rights Reserved NOTE, ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD29)+500' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o MSA CONSULTING, INC. BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. D SIGN BY SHEET NO. REVISIONS APPROVED DATE P.D. 109-70 MARK ELEV. 27.941 NAVD29 > JRN DR CITY OF LA QUINTA, CALIFORNIA o MAINIERO, SMITH &ASSOCIATES, INC. c26401 N LOCATION DRAWN BY ID34200 PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST `ACING SIGNATURE JCHECK RN DB SHEA HOMES TRILOGY -TRACT NO. 30023-5 0 ROBERT S. SMITH BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 WHEN 2:o MILES SOUTH ALONG AVENUEos STREET5.FEE[ FROM HAY OF 1' DATE SEQUENCE 15E PRECISE GRADING PLAN - COVER SHEET 4 TELEPHONE 760 320-9811 ■ FAX 760 323-7893 MADISON ST. AND 15' SOUTH OF AVENUE 50. R,SS BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS & TW 440.79 IV TW 439.46 EM37111ma �Z' ISE (MR(owE TRW (434.79) TRW 433.45) �O� Q pQ�� FG (434.9) (W) FG (433.9) (SW) NG 428.73 NG 427.69 ��Q�� �Oa ����� EG (429.6) (E) I EG (429.6) (NE) TW 437.46 TW 437.46 7W 437.46 FG (431.1 TF (428.12) k TF (428.12) TRW (430.79) TRW 430.79) TW 436.79 FG 430.2 FG (434.9) FG 431.1) (S) TRW (430.79) TF 426.80) STEP WALL) ( FG (431.1) (S) era ___„_--�,.a_ - TF (428.14) TRW (430.12) 1W 436.79 INV (428.40) NG 432.04 NG 429 97 TF (426.80) INV 427?511 FG (430.2) (S) TRW (430.12) I INV 427.82) TF (425.46) TF (425.46) IN TW 439.46 �. INV 427.46 .:. TRW 433.45 --- c- .. - ( ) .-_---- ---- - - -- - - _ .. _ --_ - _ -43 431.50 51.11' 431.50/ `'� 132.82' II N 65.00' y� FG (433.9) (W) 't F� FG `� TW 437.46 431.10 43 TF (428.12) N, TW 438.12 FG (431.5), TRW 430.79 FG y FG N 0 50% 429.90 TRW (431.46 �� FG (431.1) (S) B 430.58 430.80 N E FL -HP TW 439.46 `��.. FG (431.5) (S)^. TF (428.14) FL 0.50% FL -HP i .TRW (433.95) �, TF (4_9.4$) _ I• W INV 426.J'O i' FG (433.9) (S) � TF (431.49) INV 428.38) t o TW 438.12 °�° %��' 429.55 430.44 42FLB2 o TW 438.12 TRW 431.46) OHO' FL.- ' ['_] INV (428.39) TRW (431.46 TF 429.48 4 5' ( ) N F I 5 I E3 FG (431.5) (S).: it :. o 431.20 O 0 i 0 I 1 '� O 2 E' x TF 431.49 iI ( ) O G (1 ,p/ ti a O i . N ri FL -HP �" y'S1'c� 'n ' I 430.60 D=O -_ Q o 1 Q` ,�4 \�� �g A �I • Fs A 5500 429.65,: �O 1 PLAN 3A 3 FL-INV.I o �I j�'1, 431.,1 \� s ` �t �I FF=430.80 1 j TW 439.46 2 00°I^ FL /� 430.23 �Pp3gN' 430.59 F14730.3�3 PE=430.2FGW432834 12 I O• ��69 / i �. �. FL Q FF A i -y0 1 FL �'FS430.60k S s-' Q',1'00%FSTr A O \ O _ 4 4 30.0 S� -,/ Np ;5 :, ; FL qF - �1 (l 1 O \ O 19 R 7 9 2'y A ,9 --(4 ' S 429.30 427. 3` -�, FS �F FL j{Cd c,• �, Nm I SII `' i-. ___ 1430.43 o l n J 2 FS a w i' I 5 = I D-0.38' - -- 429.52 8.4 I 1 3 F R. I' 8 . 9 \ .27 430.60 1 1IN 429 5 O 1- FS 1 429.43 430S63 - 430.48 FL -GB N FS f ._: 3u._n r_ � 29.22 - v' b �a m FL 4 429.58 3 430.58 ' . .v 5' Iaj,. - FS -- x FS ren �' 1_- 2.43 ° 00 430.03 __ FS -GB 428.32 -�� 88.01 428.08 428., 2- --- FS 27.86 FS ,".FL•+FS,, FL -FS - F2 k F-F�- 427 ° / O� -4,30.6 C� ``���o 4 7 FS- o `A%!!! 2 FS -GB / `v D=0.50 d1�' / �✓ � 0511%E --i- FOR PERMITTING NING & ZONING APPROVAL BY: BTOM HARTUNG UILCITDING L& SAFTA DIRECTOR DATE �COMMUNITY DEVEGLAS R. LOPMENT DIRECTOR DATE IKURT M. RCE OF LA QUINA 44180NEERING SERVICES DTE 6/30/07 FG (430.3) NG 425.9 FG NG 426.51 FG 430.3 NG 426.55 (429,9 FG (429.6 TW 436.12 TW 436.12 TW 436.12 TW 436.12 TW 436.12 NG 425.14 TW 435.46 TW 435.46 TW 435.46 TRW 430.12) TRW 430.12 TRW 430.12) TRW 430.12) TRW 430.12) FG (430.1) TW 435.46 TRW 429.45 TRW 429.45 FG (430.3) (S) ( ) FG (430.3) (S) ( FG 430.1) (S) ) ) TRW (429.45 TF (425.46) TF (424.79) TF 424.12) TW 436'12 TRW (429.45) TF (423.45) G (429.6) (S) TF (423.45) TF (425.46) TF (424.79) TRW (430.12 FG 429.9) (S) //TF F(423,45) V 426.97) INV 426.79 INV 425.82) TF 424.12 INV 425.46 0.30 55.00' 430.30 "I \430.30 55.00' 430.3 4� 30.10 FG FG Ij FG FG FG; FG 55.00' 43FG70/ I� NV (425.64) 55.00' 42t9Gg0 I 4-9 60 55.00' 42 430.00 FG 430.00 429.80 429.90 11 429.3 429.6 FL- P 0.50 _ FL -HP 0.50% FL- ISP 0.50% FG 0.50% FL -HP FL -H 50% IC \ A I A N C 429.29 r' M N 430.58 429.70 I'1 N 1 FL 429.51 l FS FIL ;� • 429'91 430.4 1� 430.06 FL 428.97 6 4 0-� .: 29.47 ° o FL 429.67 m FS cfl FS i .. FL j _ 1 0 - • I TN -' L J F� `1 >>, u� _! N� 430.38 r��l I i ,.:.r � 429.88 429 � I 429.90 0.70 0 - ...�N - .1 FS F FL FS i1 37 D=o 22' ' �~ �� b� I o 430.70 0 430.50 ,,on 430.30 3 4 0 3 `3 430.00 4520R 5;1 0 ;'1� 36 a' 35 0. Fs �r S,Fs 4210 0 5' Fs 4510 s5' 8' 421OR Fs 51 5' PLAN 3C 10 5 4210 r - FF=430.90 m 429.53 4' O 0 PLAN 1A i� o PLAN 1B o om PLAN 2C w o PLAN 1A N O PE -430.3 5 91 n FF=430.90 n rn n �' FF -430.50 a n FF -430.20 FF=430.70 = n rn I r N fn 2 o F PE -430.1 0 N J 430.30 PE=429.9 ! o PE=429.6 1 435.4 TW 436.12 PE=430.3 fn �w D=0.16' 1 !! 5 M N FS z w T 430.70 TF 429.45 0 0 430.50 430.33 v 2 u �- 429.83 429'73/ FS 430.70 430.53-: 429.51 FS L^' 430.00 FL INV 4 I �fI NLL FS FS FL 1 FS _ �;� y� D 0.15'.-_._ -i _ _FS =0 05 430.52--------� IL+' <r 2 --2 ----- _._ 2 1 -----FS_ 436.12 4 I--- --430.09 1-- TW 435.46 FS `N1 I TF 4 .79 FS 1 Llm N / D=0.05 4 D=0.33• _ 5' -( 2 430.13 _ TF 428.79 I 4FS IF.TF 429.45 - FL -GB I�-1 430.39 t �r o 1 1 I 2 °ij' FL n In a ;6. 429.37 429.15 a L -G � v '- i F B 0.32 428 o D i�-, FL -GB 429.65 � � FL -GB , 4 - TF 429.45 > � 1 .. ,: 6.12 f iI ._ -: _ t._.. FL - I TW 43 ._� I - r i fn� FL -GB '-,l-_ �. TF 429.45 GAf';"JE (,° I .I'r"`df- o. I _-. •- ��. '.429.84 °� 4 cw 4 I 428.90 4 , tk _ F. _ �T� 429.54 � 1 FL -GB m N I_ - In �._ o m FS ^ - 428.68 - -' 3` oi� c�i ,::k'` "� 429.64 c`l� o" 'n o cam, �L�. �.1, t0 � -- �,� N `? FL -GB .. 07 N FS _ h 3 _ O 1.577 .. _.J 429,11 429.63 N O,• ° ---- 429.17,,N� r2 0� --- __--- 4 N� ,428.65 `FS FS �w fn .�. -� FS b� N --- 428`47-428 53 428.54 428.56 - 42E.94 429.05 428.2'-� s �J 42524 427 9 - 427.87' 427.78 cw 427.70 TC 428.44 TC 4 ---L - FL 4 F-- _ EKIIISTIIH(a MINE (GROVE TW 435.46 H07 Q MR7 NG '424.09 TRW 428.711) 7mc-T HOo *HQ3� TW (434,79) FG (429.3) (S) FG 429.3 TRY! 428.78 F TF (423.45) B FG (429.0) (S) NV 425.15) TW 43\\ 5.46 TF (423.45) TRW 4 TRW (428.78) INV 424.97) IF (4. -- - - - - - -_. 429.00 11 "423 \ 55.00' FG 55.00' 429.30/� FG 429.00 FG 428.70 FL HP 0.50% - 0.50% J a 429.28 429A6 B `v 428.70 `V FS _ FS FL- { P c 3p. _rr --' 428.62 4: 0 4 I� �O-- , 0 31 c� 52FS70 `42 0 � I? 0 45208 W 0 PLAN 3C W PLAN 1C 8' FF=429.60 = FF=429.90 5' PE=429.0 U) C PE=429.3 I 428.45 429.40 L W r co 429.70 - v 3 FS D=O. a;29 FS---------- 2 D=0.31' I``k N i N I �? 429.54 _ I I-q�•_--- - - o 3' I FS FS 429'27¢ W FS -G8 67 1 1 TW 435.46 . I 1428.32 429.09-� !- Z 8 13 TF 428. 2 . FL-Fu-TIqv F J GB S 43,:.46 TW \428.67 M 4 D=0 31' . TF 428.13 v 1 I = 'I 429 05 luzl V FL -GB - H FS G e v B 428.74 � � �.qf,\Lc o � -- 0=0. t, 428.39 %9 - o FL -GB 428.24 �_�_�_ h FS -FL FS=FI \ -:;;i FS-F� FS fir` `r l` FS FS -FL I�; w .. ,� FS=FI FS o FS -FL \Il. YLU. l 00 mm FS i+ TC 428.07 FSL TC 427.78 TC 427.61 TC 30 TC 428.15 TC 428.02 TC 427.86 TC 427.69 TC 427.47 ;� _ TC o6 m 0.5 4% n 037 +0- - - - 014+0 - TC 427.84 TC 427.59 FL 427.09 '0 _ GB T TC -4 TC 427.96 TC 427.88- -�- -��--� 0.808% f - -6 76 i 1 FL LEGEND � l h� J / / N / 4 /- - - - - - - - - - CITY/COUNTY LIMIT LINE c EXTENDED FOOTING '�` A �j / N / r ;1 �� L r r - �� •, - - PROPOSED RIGHT-OF-WAY < `< >2 / �.�{ PROPOSED CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT � PROPOSED SWALE FLOWLINE Tp 429'46 R=60, T.I.=5.5 42612 / ^ P/L NOT TO SCALE P/L ___ _.__ ___ PROPOSED WEDGE CURB AND GUTTER a i N / R/W R/W o g� O PROPOSED RETURN WALL M 410' P.U.E. 5' B.O.C. B.O.C. 10' P.U.E. °*'^ EXISTING GARDEN WALL c SIDEWALK PKWY 18.5' 18.5' 5' 4' 2'7M PKWY SIDEWALK MPY. EXISTING KNEE WALL = qk 2% MAX. 2% TO 15% 3 2% 2% 3 15% TO 2% 2% V"1 - - 'T EXISTING GARDEN WALL 0 r- a �i iii :�. �.r_ -rr 1rif�" �- c 5_ i� �i � ur m � ,nu 11 Iu'T�I �•7 M c Z•. '��' 'i_13_ii ,, m �r;,� u,i a=1ci iir i,�; r ll q,� a.:xx-_^� s___x .w.ag EXISTING GARDEN/RETAINING WALL 1 5 c ---W- EXISTING WATER MAIN a (PRIVATE STREETS) -- s- EXISTING SEWER MAIN a TYPICAL NON _LOOP STREETS SECTIONS r>� PROPOSED FIRE HYDRANT v EAGLE CLAW DRIVE F] PROPOSED WATER METER c NOT TO SCALE j _I EXISTING ELECTRIC JUNCTION BOX a ® . 4" CONCRETE DWY / SLAB N 6" CONCRETE DWY /SLAB ©( -L CONSTRUCTION NOTES_ D i g l S a f e I y 0� QPOFESS(pNgt Q CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY �4Q `cPS S 19 �2 BY OTHERS UNDER DS, AND SEPARATE STRUCTURAL ENGINEERS DESIGN N DIG ALERT DIAL TOLL FREE V O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 4. g 1-800-227-2600 026401 m ORS O INSTALL 4- PVC DRAIN PIPE. u i AT LEAST TWO DAYS NOTE Exp. 3-31-08 :I BEFOPE YOU RIG '� 0' 20' 40' 60" 80' ®CONSTRUCT 4" THICK P.C.C. DIM' /SLAB. � NOTE cuEsr HousEs/cAsrrAs As w� p / ) �Q g: SEE WALL PLANS FOR ALL TW, FG AND © Copyright 2006 SHOWN WERE SUBMITTED FOR 9p V 0� O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 4. o MSA Consulting, Inc. APPROVAL UNDER A MINOR OF SCALE 1 "=20' 6 CONSTRUCT 6" THICK P.C.C. DW`! APPROACH. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF GRADES FOR EXISTING WALLS All Rights Reserved USE PERMIT ####-###. O a INC.0 No. REVISIONS APPROVED DATE MSA CONSULTING, IMARK P.D. 109-70 ELEV. 27.941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N0. DESIGN DR CITY OF LA QUINTA, CALIFORNIA SHEET °m MAINIERO, SMITH &ASSOCIATES, INC. LOCATION SIGNATURE c26401 DRAWN BY SHEA HOMES TRILOGY -TRACT NO. 30023-5 PLANNING ■ CIvH, ENGINEERING ■ LAND SURVEYING 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST 'PIING ROBERT S. SMITH DATE JRN DR 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 OF WHEN 2.0 MILES WEST A O°c AVENUEQs ,STREET FEET AES] OF CHECK CHECK BY SEQUENCE 15E PRECISE GRADING PLAN - LOTS 42-48 AND 66-73 4 TELEPHONE 760 320-9811 ■ IIAX 760 323-7893 MADISON ST. AND 18' SOUTH OF AVENUE 50. R,S,.S BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS _ 4 4 30.0 -,/ Np ;5 :, ; FL qF - 19 R 7 9 2'y A ,9 --(4 ' S 429.30 427. 3` -�, FS �F FL j{Cd c,• �, Nm I SII `' i-. ___ 1430.43 o l n J 2 FS a w i' I 5 = I D-0.38' - -- 429.52 8.4 I 1 3 F R. I' 8 . 9 \ .27 430.60 1 1IN 429 5 O 1- FS 1 429.43 430S63 - 430.48 FL -GB N FS f ._: 3u._n r_ � 29.22 - v' b �a m FL 4 429.58 3 430.58 ' . .v 5' Iaj,. - FS -- x FS ren �' 1_- 2.43 ° 00 430.03 __ FS -GB 428.32 -�� 88.01 428.08 428., 2- --- FS 27.86 FS ,".FL•+FS,, FL -FS - F2 k F-F�- 427 ° / O� -4,30.6 C� ``���o 4 7 FS- o `A%!!! 2 FS -GB / `v D=0.50 d1�' / �✓ � 0511%E --i- FOR PERMITTING NING & ZONING APPROVAL BY: BTOM HARTUNG UILCITDING L& SAFTA DIRECTOR DATE �COMMUNITY DEVEGLAS R. LOPMENT DIRECTOR DATE IKURT M. RCE OF LA QUINA 44180NEERING SERVICES DTE 6/30/07 FG (430.3) NG 425.9 FG NG 426.51 FG 430.3 NG 426.55 (429,9 FG (429.6 TW 436.12 TW 436.12 TW 436.12 TW 436.12 TW 436.12 NG 425.14 TW 435.46 TW 435.46 TW 435.46 TRW 430.12) TRW 430.12 TRW 430.12) TRW 430.12) TRW 430.12) FG (430.1) TW 435.46 TRW 429.45 TRW 429.45 FG (430.3) (S) ( ) FG (430.3) (S) ( FG 430.1) (S) ) ) TRW (429.45 TF (425.46) TF (424.79) TF 424.12) TW 436'12 TRW (429.45) TF (423.45) G (429.6) (S) TF (423.45) TF (425.46) TF (424.79) TRW (430.12 FG 429.9) (S) //TF F(423,45) V 426.97) INV 426.79 INV 425.82) TF 424.12 INV 425.46 0.30 55.00' 430.30 "I \430.30 55.00' 430.3 4� 30.10 FG FG Ij FG FG FG; FG 55.00' 43FG70/ I� NV (425.64) 55.00' 42t9Gg0 I 4-9 60 55.00' 42 430.00 FG 430.00 429.80 429.90 11 429.3 429.6 FL- P 0.50 _ FL -HP 0.50% FL- ISP 0.50% FG 0.50% FL -HP FL -H 50% IC \ A I A N C 429.29 r' M N 430.58 429.70 I'1 N 1 FL 429.51 l FS FIL ;� • 429'91 430.4 1� 430.06 FL 428.97 6 4 0-� .: 29.47 ° o FL 429.67 m FS cfl FS i .. FL j _ 1 0 - • I TN -' L J F� `1 >>, u� _! N� 430.38 r��l I i ,.:.r � 429.88 429 � I 429.90 0.70 0 - ...�N - .1 FS F FL FS i1 37 D=o 22' ' �~ �� b� I o 430.70 0 430.50 ,,on 430.30 3 4 0 3 `3 430.00 4520R 5;1 0 ;'1� 36 a' 35 0. Fs �r S,Fs 4210 0 5' Fs 4510 s5' 8' 421OR Fs 51 5' PLAN 3C 10 5 4210 r - FF=430.90 m 429.53 4' O 0 PLAN 1A i� o PLAN 1B o om PLAN 2C w o PLAN 1A N O PE -430.3 5 91 n FF=430.90 n rn n �' FF -430.50 a n FF -430.20 FF=430.70 = n rn I r N fn 2 o F PE -430.1 0 N J 430.30 PE=429.9 ! o PE=429.6 1 435.4 TW 436.12 PE=430.3 fn �w D=0.16' 1 !! 5 M N FS z w T 430.70 TF 429.45 0 0 430.50 430.33 v 2 u �- 429.83 429'73/ FS 430.70 430.53-: 429.51 FS L^' 430.00 FL INV 4 I �fI NLL FS FS FL 1 FS _ �;� y� D 0.15'.-_._ -i _ _FS =0 05 430.52--------� IL+' <r 2 --2 ----- _._ 2 1 -----FS_ 436.12 4 I--- --430.09 1-- TW 435.46 FS `N1 I TF 4 .79 FS 1 Llm N / D=0.05 4 D=0.33• _ 5' -( 2 430.13 _ TF 428.79 I 4FS IF.TF 429.45 - FL -GB I�-1 430.39 t �r o 1 1 I 2 °ij' FL n In a ;6. 429.37 429.15 a L -G � v '- i F B 0.32 428 o D i�-, FL -GB 429.65 � � FL -GB , 4 - TF 429.45 > � 1 .. ,: 6.12 f iI ._ -: _ t._.. FL - I TW 43 ._� I - r i fn� FL -GB '-,l-_ �. TF 429.45 GAf';"JE (,° I .I'r"`df- o. I _-. •- ��. '.429.84 °� 4 cw 4 I 428.90 4 , tk _ F. _ �T� 429.54 � 1 FL -GB m N I_ - In �._ o m FS ^ - 428.68 - -' 3` oi� c�i ,::k'` "� 429.64 c`l� o" 'n o cam, �L�. �.1, t0 � -- �,� N `? FL -GB .. 07 N FS _ h 3 _ O 1.577 .. _.J 429,11 429.63 N O,• ° ---- 429.17,,N� r2 0� --- __--- 4 N� ,428.65 `FS FS �w fn .�. -� FS b� N --- 428`47-428 53 428.54 428.56 - 42E.94 429.05 428.2'-� s �J 42524 427 9 - 427.87' 427.78 cw 427.70 TC 428.44 TC 4 ---L - FL 4 F-- _ EKIIISTIIH(a MINE (GROVE TW 435.46 H07 Q MR7 NG '424.09 TRW 428.711) 7mc-T HOo *HQ3� TW (434,79) FG (429.3) (S) FG 429.3 TRY! 428.78 F TF (423.45) B FG (429.0) (S) NV 425.15) TW 43\\ 5.46 TF (423.45) TRW 4 TRW (428.78) INV 424.97) IF (4. -- - - - - - -_. 429.00 11 "423 \ 55.00' FG 55.00' 429.30/� FG 429.00 FG 428.70 FL HP 0.50% - 0.50% J a 429.28 429A6 B `v 428.70 `V FS _ FS FL- { P c 3p. _rr --' 428.62 4: 0 4 I� �O-- , 0 31 c� 52FS70 `42 0 � I? 0 45208 W 0 PLAN 3C W PLAN 1C 8' FF=429.60 = FF=429.90 5' PE=429.0 U) C PE=429.3 I 428.45 429.40 L W r co 429.70 - v 3 FS D=O. a;29 FS---------- 2 D=0.31' I``k N i N I �? 429.54 _ I I-q�•_--- - - o 3' I FS FS 429'27¢ W FS -G8 67 1 1 TW 435.46 . I 1428.32 429.09-� !- Z 8 13 TF 428. 2 . FL-Fu-TIqv F J GB S 43,:.46 TW \428.67 M 4 D=0 31' . TF 428.13 v 1 I = 'I 429 05 luzl V FL -GB - H FS G e v B 428.74 � � �.qf,\Lc o � -- 0=0. t, 428.39 %9 - o FL -GB 428.24 �_�_�_ h FS -FL FS=FI \ -:;;i FS-F� FS fir` `r l` FS FS -FL I�; w .. ,� FS=FI FS o FS -FL \Il. YLU. l 00 mm FS i+ TC 428.07 FSL TC 427.78 TC 427.61 TC 30 TC 428.15 TC 428.02 TC 427.86 TC 427.69 TC 427.47 ;� _ TC o6 m 0.5 4% n 037 +0- - - - 014+0 - TC 427.84 TC 427.59 FL 427.09 '0 _ GB T TC -4 TC 427.96 TC 427.88- -�- -��--� 0.808% f - -6 76 i 1 FL LEGEND � l h� J / / N / 4 /- - - - - - - - - - CITY/COUNTY LIMIT LINE c EXTENDED FOOTING '�` A �j / N / r ;1 �� L r r - �� •, - - PROPOSED RIGHT-OF-WAY < `< >2 / �.�{ PROPOSED CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT � PROPOSED SWALE FLOWLINE Tp 429'46 R=60, T.I.=5.5 42612 / ^ P/L NOT TO SCALE P/L ___ _.__ ___ PROPOSED WEDGE CURB AND GUTTER a i N / R/W R/W o g� O PROPOSED RETURN WALL M 410' P.U.E. 5' B.O.C. B.O.C. 10' P.U.E. °*'^ EXISTING GARDEN WALL c SIDEWALK PKWY 18.5' 18.5' 5' 4' 2'7M PKWY SIDEWALK MPY. EXISTING KNEE WALL = qk 2% MAX. 2% TO 15% 3 2% 2% 3 15% TO 2% 2% V"1 - - 'T EXISTING GARDEN WALL 0 r- a �i iii :�. �.r_ -rr 1rif�" �- c 5_ i� �i � ur m � ,nu 11 Iu'T�I �•7 M c Z•. '��' 'i_13_ii ,, m �r;,� u,i a=1ci iir i,�; r ll q,� a.:xx-_^� s___x .w.ag EXISTING GARDEN/RETAINING WALL 1 5 c ---W- EXISTING WATER MAIN a (PRIVATE STREETS) -- s- EXISTING SEWER MAIN a TYPICAL NON _LOOP STREETS SECTIONS r>� PROPOSED FIRE HYDRANT v EAGLE CLAW DRIVE F] PROPOSED WATER METER c NOT TO SCALE j _I EXISTING ELECTRIC JUNCTION BOX a ® . 4" CONCRETE DWY / SLAB N 6" CONCRETE DWY /SLAB ©( -L CONSTRUCTION NOTES_ D i g l S a f e I y 0� QPOFESS(pNgt Q CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY �4Q `cPS S 19 �2 BY OTHERS UNDER DS, AND SEPARATE STRUCTURAL ENGINEERS DESIGN N DIG ALERT DIAL TOLL FREE V O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 4. g 1-800-227-2600 026401 m ORS O INSTALL 4- PVC DRAIN PIPE. u i AT LEAST TWO DAYS NOTE Exp. 3-31-08 :I BEFOPE YOU RIG '� 0' 20' 40' 60" 80' ®CONSTRUCT 4" THICK P.C.C. DIM' /SLAB. � NOTE cuEsr HousEs/cAsrrAs As w� p / ) �Q g: SEE WALL PLANS FOR ALL TW, FG AND © Copyright 2006 SHOWN WERE SUBMITTED FOR 9p V 0� O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 4. o MSA Consulting, Inc. APPROVAL UNDER A MINOR OF SCALE 1 "=20' 6 CONSTRUCT 6" THICK P.C.C. DW`! APPROACH. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF GRADES FOR EXISTING WALLS All Rights Reserved USE PERMIT ####-###. O a INC.0 No. REVISIONS APPROVED DATE MSA CONSULTING, IMARK P.D. 109-70 ELEV. 27.941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N0. DESIGN DR CITY OF LA QUINTA, CALIFORNIA SHEET °m MAINIERO, SMITH &ASSOCIATES, INC. LOCATION SIGNATURE c26401 DRAWN BY SHEA HOMES TRILOGY -TRACT NO. 30023-5 PLANNING ■ CIvH, ENGINEERING ■ LAND SURVEYING 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST 'PIING ROBERT S. SMITH DATE JRN DR 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 OF WHEN 2.0 MILES WEST A O°c AVENUEQs ,STREET FEET AES] OF CHECK CHECK BY SEQUENCE 15E PRECISE GRADING PLAN - LOTS 42-48 AND 66-73 4 TELEPHONE 760 320-9811 ■ IIAX 760 323-7893 MADISON ST. AND 18' SOUTH OF AVENUE 50. R,S,.S BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS FOR PERMITTING & ZONING OVED AND REI APPROVAL BY: GLAS R. EVANS KURT M. SAXN DATE BTOM ITDIN LANOUINTA DIRECTOR DATE 'COMMUNIITY OF TY DEVELOPMENT DIRECTOR DATE 'RCE QUINTA 44180 ENGINOERING SERVICES DATE 6/30/07 EK111970HO 06%710 an(OWE NN O'r _/A R_\R�r TW 433.46 16) TH&CT NO. 11�I °�, NG 423.41 NO 422.04 TRW 427.44) 1.78 NO 424.09 FG (428.8) TW 434.12 TIN 434.12 TW 433.46 FG (427.4)) (S) TW 434.79 TRW (428.11) NG 423.01 ) TRW 427.44) FG 427.7 3) �S) FG (429.0) NG 424.05 NG 423.72 FG 428.2 TRW (427.44 FG 427.9 TF 420.77) NG 421.2! 15 FG 429.3 TRW 428.78) LFG .79 TW 434.79 FG (427.9) (S) 434.12 FG (427.7 _ _ LFG .434.12 TW.. 434.12 FG (428.2) (S) ) (S) NG 421.79 TW 433.46 5) TW -435.46 -- FG (429.0) (S) 434.79 8.78) TRW (428.78) W 428.11) TRW (428.11) TF (421.44) TW 434.12 TF (421.44 TRW (427.44) TF (421.443 TW 433.46 -- -----TRW .427.44) TRW (428.78) -TF (423:45) "TRW (428.78) .8) (S) TF (422.78) (428.5) (S) TF (422.78) INV 423.46)- TRW (428.11) INV 422.97) TF (421.44) NG 422.2 TRW 427.44) - INV 422.61) TF (420.77)- - - INV 424.97) TF (423.45) .78 -N 89'-48 23 E 1322.00' TF 421.44 55.00' 429.30 429.00_.: .:55.00' -- - 42900/ INV 424.79) 55.00' 428.80 INV (423.64)55.00' 428.50 \42F8G.20 55.00' 428.20 427.90 55.00' 427.90 INV 422.79) 55.00' 428.301 428.00 55.00' FG (427.4- TW(433.46)65.0 FG FG FG 428.80 FG 428.50 o FG FG FG FG 428.30 427.40 FG INV 422.43 TRW (426.77) 0.509 428.70 0.50% FG 0.50% FG _ . 0.50% �`� _ 0.50% 0.50% . , FG 0.50% N FL -HP 0.50% 428G.00 FG 427.1)) (S) UP -N 428. 0 427.90 i� 427.60 427 35 427.10 ( ) TF 420.77 m a? 428.50 `o FL -HP 1,, :I FL -HP F - FL -HP = (V y: w 429.28 428.43 FL -HP n 428.15 42FS74 N FL-HPCo 427.12 427.98 of --' 3�B N 428.70 L-_] o.... FS N --o -----o FSN--- `427.92 n2 L83 n - 02FS 428.06 427.30 P FL-- o N oFS - -... 5.5•.,;:' 427.0 N 427.56 426.79 B ;•` Itlll� ..,,„00 -;� T�-o'_,, I,q FL j �,�:, I_I_I o� ','�-�- I, FS --o----FL--o p a f "i FL _ r.:. 428 62 I ° TN - 428.30 '-a-� ° _:``�-='ne:,. a 428.95 -..�� 427.59 .I II -! cf)ja -�� p 429.40 FS „� 428.90 428.90 �; , FL 427.51 0 4 FS 2Fj o 4 N , .� - W 70 2 45208 FS nIm P- a 428.17 ° FS 29 FS �2}� I ° of 2 o FL FS �� 161° 4210 4 Fs 0 ',oY,. o; w A o o �/� o �I - a• 0 45158 D=o.z3 Fs 28 D=0.31 7 �2 -I A A o PLAN 1A 25 s�l CO 4210 0 � PLAN 3C I '� Fs �. 5' � � 4210 8' j 45108 D=o.2o 5 � FFp428.30 ' .o 5• 3 0 �� -.i. 7.s 6' PLAN 1C 8' FF429.60 -- 5' 4210 FF -429.40 5' PLAN 1CTI 434.12 .t` 5' PLAN 1B I 5' 5 427.10' PE=427.7 PLAN 1A 429.03 - lf�PE 428151 s ` 427.szCD�D 42a.10 LAN - z PE -42 90 - FS D=0.19' I 1 5 O FL INV TF 42FL 5 d 1 SF'428.8028.45 0 o PLAN 2A aza.so GB! _3-FL71Nv PLAN 5' PE -429.0 PE 428.8 0 428.21 FF 428.50 o FS _3.70 PE=429 3 FL 429.20 428.74 428.90 N a ^' 427 97 d- FF428.00 d. 434.1 _ _- FL -INV _ : 5 _ r -n X11 J� U S 3 428.21 FS I ----__-I FL 428.60 0 '� PE -427.9 N 428.00 4 FS i 427.63 427.80 D426.58 ,!T`t- Z 2 I 427.95 427.73 n 428.45 429.40 2 �D-0.31' FS FS 2 427.06 ( n� FL TW 434.79 2 1 FS FS �o N - t !! In =m 3 FS i •J� ro -- - - - D=0.15' ,, I ° Co FS }- ?. 429.54 429.23 o T��R i� FS F 27 4 �' to '1 FS -GB FL -INV FL FS - FS 429.27 4 1r' ;� TW 435.461 I 428.32 429 0FS 9 B TF 428.13 FS TW 435.46 FS I 4 2 ��(_,TF 428.13 429.401 !n� D=0.31', 429.05 :uTI 2 FS I I o') _ , 74 „1, o D 0.33 -�QI FL -G6 I I 428.24i:..dl.l 14+00 O N 4 \TC 427.15 TC 45.91 In 7.10 fP _ - - M SOAPTREE DRIVE '[ i it FEJI(r 1( Ijl ,fJ"11 °i ' 11 L* ; _._ 3 -- -- 427.82 3 - -1 1 T 4 TW 434.12 _ I 428.09 428.13 FL -INV 428.76 1. 1 ' J 2 �3 , 79 428.77 FS -GB j 2 TF 426.79. I'l `r D-0 33' o -- TW 433.46 l6 TW 434.79 D=0.03' 1 j 427.22 3 FS -GB - 2.09 ! ui TF 426.79 427.70[\\\TTF ! -- TF 427.46 427.67 I _ FL -INV �.,i� N�� Fa F FS_ GE W 433.46 l IJ/1 2 pL-GB �� 427.28 rr�7� j 'o 426.13 7.87!. I =j �0 \_./4 427.57 FL -GB ��m 428.10 '.In FL6GB 4 .�� \ �1 o0 EAGLE D=0.17 C, It LLT 427.62 - 4 FS b rn No _-GB _�21 % I 427.82 427.79 428.05 FS FS,�-- 4a.� -- - I _ FS - 1�"_ 426.45 426.43 426.31 426.22I` 426.142669 426.61 _�S-FL FS FS -FL FS -FL FS FS -FL _,.IFS-- ----- -ri - T A -Z-- _ i ;LAW DRIVE16+00 -- TC 0.744% t FS iN ,_- 427.48 - - FF=428 30 j -_. . 4 ,,m Lq PE -427.7 S427.07 .13 PROPOSED PUBLIC UTILITY EASEMENT 426.97 o < FS a ri FS_N 2 PROPOSED GARDEN WALL - 426.77 o I FL -GB D=0.33' EXISTING GARDEN WALL fl•1=� �� EXISTING GARDEN/RETAINING WALL ---------'IV--------- - - 25.9 1 7 0 0 25.4 - -- --- - -- ---\�✓ \ { O 1 'ti `l liL _ai� \PORTULACA DRIVE R=60, T.I.=5.5 P/L NOT TO SCALE P/L R/W R//W 10' P.U.E. B.Q.C. 37. B.O.C. 4' S' ( C 5' 4 4 4 �c NG d' . � 426.44 _/f 42- 5 57 -+ 0.504% 18+00 LEGEND ...... CITY/COUNTY LIMIT LINE EXTENDED FOOTING - - PROPOSED RIGHT-OF-WAY - PROPOSED CENTERLINE - PROPOSED PUBLIC UTILITY EASEMENT E PROPOSED SWALE FLOWLINE PROPOSED WEDGE CURB AND GUTTER O1 PROPOSED GARDEN WALL EXISTING KNEE WALL EXISTING GARDEN WALL fl•1=� �� EXISTING GARDEN/RETAINING WALL ---------'IV--------- EXISTING WATER MAIN ------------5----------- EXISTING SEWER MAIN K PROPOSED FIRE HYDRANT E1 PROPOSED WATER METER EXISTING ELECTRIC JUNCTION BOX 4 I� 4" CONCRETE DWY / SLAB ©( I 6" CONCRETE DWY / SLAB TYPICAL NON -LOOP STREETS SECTIONS EAGLE CLAW DRIVE CONSTRUCTION NOTES NOT TO SCALE a QPoFESS/qk 0CONSTRUCT GARDEN WALL TCITY OF A QEERS UIBUILDIN Dig�Safely Q� PS S. & SAFETY STANDARDS, AND STRUCTURAL s DESIGN BY OTHERS UNDER SEPARATE PERMIT. DIG ALERT DIAL TOLL FREE e0 /ti Sim O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 4. ,:> W :a:.:_:..:: -... 1-800-227-2600 C26401 rn �7 Exp. 3-31-08 OR O3 INSTALL 4" PVC DRAIN PIPE. AT LEAST TWO DAYS NOTE 0' 20' 40' 60' 80' ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB. BEFORE YOU DIG NOTE' © Copyright 2006 GUEST HOUSES/CASITAS AS N�,q C l V �� O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 4. SEE WALL PLAN R , AND SHOWN WERE SUBMITTED FOR F MSA Consulting, Inc. APPROVAL UNDER A MINOR lof CA��SCALE 1 »=20' © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TF GRADES FOR EXISTING WALLS All Rights Reserved USE PERMIT ####-###. MSA CONSULTING, INC. BENCH P.D.MARKN DR CITY OF LA QUINTA, CALIFORNIA . 109-70 ELEV. 27.941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY SHEET NO. REVISIONS APPROVED DATE SIGNATURE LOCATION 026401 DRAWN BY SHEA HOMES TRILOGY -TRACT NO. 30023-5 3 NIAINIERO, SMITH &ASSOCIATES, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUIHrA"'i 11INC ROBERT S. SMITH DATE JRN DR WALL. 2.0 MILES SOUTH ALONG JACKSON STREET FROM hFr;Y 111, CHECK BY SEQUENCE 15D PRECISE GRADING PLAN - LOTS 42-48 AND 66-73 4 34200 BOB HOPE DRivE ■ RANCHO MIRAGE ■ CA 92270 THEN 2.0 MILES WEST ALONG AVENUE 50, 45.0 FEET ':NEST OF TELEPHONE 760 320-9811 ■ FAX 760 323-7893 MADISON ST. AND 18' SOUTH OF AVENUE 50. RSS BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC.34, T.63., R.7E., S.B.M. SHEETS APPROVED FOR PERMITTINGPLANNING & ZONING COMPLIANCE [KURT PPROVED AND RECOMMENDED OR APPROVAL BY: 42' I 45' 45' 45' 45' I v TOM HARTUNG DATE DOUGLAS R. EVANS DATE M. SAXON DATE BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR CE 44180 EXP. DATE 6/30/07 421OR 4510 452OR CITY OF LA QUINTA CITY OF LA QUINTA 4510R AXON ENGINEERING SERVICES PLAN 1C PLAN 2A PLAN 2C 4515R PLAN 3C PROPERTY OR PLAN 1C 1n EX. GARDEN WALL LINE I ---- N LO Q �--------� _ ' 3' MIN. 2' 2' 3 MIN. _ MIN. L MIN. I ; z eaRAGE _. �- PE OR FG PE OR FG HIGH SEE PLAN FF LOW SIDE SEE PLAN)Tp Zpq, .I LINEA F NECESSARY FF 1% MIN.-', 2% TO CONSTRUCT STOOP/PATIO 21 MAX _ 0.30' 79 i 20% L I MIN. VIII-ILLrII Fs 1 II, _i1+ Ili -'-Tp 1% MIN. SEE PLAN P/L P/L --1 0.30' �pR pG2:1 MAX _ 42' 42 I I 42 42, 42' FS 1 FS �0.2 4 MIN TO 0.3 2% SECTION A -A 3:1 TYPICAL GARDEN WALL SIDE YARD DETAIL a210 421oR 4210 a210 4210 (PE'S DO NOT EXCEED 1'-0• VERTICAL DIFFERENTIAL) PLAN 1A PLAN 1A PLAN 1A PLAN 1B PLAN 1C NTS W/ CASITA �ro i� INSTALL 4' PVC S.D. _ m LINE O3 B 1% IF - -." FS 2- _.... NECESSARY TO CONSTRUCT FS 1 -FS 1-0.2' - -i -- - -� STOOP/PATIO SEE PLAN TO 0 33' - I 3 SECTION E -E 2% 1% N ' MTS 1 3M 3' MIN. 2IN. E PROPERTY -.._ LIN SHEA HOMESQFC DATE GROVE TRACT NO. 30023 TRACT NO. 31434 �- PRODUCT 1 PE ��_"— 55' (SEE PLAN) Cy4' _ 55 -1Il_III J _ o-- -n— PLAN l' --.--i 5505 4• THICK P.C.C. GARAGE 5500 PLAN 1A STOOP/PATIO SLAB DETAIL z I PLAN 3A r 4, NTS II � --1 - 2%o MIN, � � EXISTING EX. GROUND 4" DIA. SDR 35 PERF PIPE 2/ 1 CF OF 3/4" GRAVEL WRAPPED W/ � MIRAFI 140 FILTER FABRIC _, j y •�_ I' I (1 -1 I [1Tj '" i - III' Iii Iln i l I 11 �1T-fi�_I, ' � — >e L FQi III_ II F4� - PROPERTY NM 4 SECTION B -B PATIO CONCRETE LANDING LINE NTS I I NTS -.2% 3' MIN 2' MIN " l' III=, LEGEND PROPERTY I I_I- CITY/COUNTY LIMIT LINE PRODUCT 2 uNE --SEE PLAN r x • III"bill i�1--T z < `c EXTENDED FOOTING O EX. COMBINATION 65' N" 4 FL GARAGE STOOP CONCRETE LANDING PROPEFTYPROPOSED RIGHT-OF-WAY GARDEN/RETAINING WALL I; 2%MIN. MIN NTS ` PROPOSED CENTERLINE TINE SEE PLAN _ .� 1% VA" c PROPOSED PUBLIC UTILITY EASEMENT PROPOSED SWALE FLOWLINE .I III III I;I IIT -III I. 1: PROPOSED WEDGE CURB AND GUTTER I I' FF (PER GRADING PLAN) a - ..._- 20' MIN o O PLAN 18 z PE (PER GRADING PLAN) N I � i 1 PROPOSED GARDEN WALL z rn o _ C EXISTING KNEE WALL (6 ! W/ CASITA ____� — GARAGE STOOP CONCRETE LANDING o a o . " ;; WA E "g �� PROPOSED PATIO W/ SWALET CONDITION g MN 2 Mi l' 11 EXISTING GARDEN WALL YV + ' x _ .� _ _,v >s[. ; �" m � 2 3 1 vii = +- o Zn + a E`( PAD EXISTING GARDEN/RETAINING WALL o J I ;,i, \j`.;; o < M o _ _ J 20% 29 FF : w N ---W EXISTING WATER MAIN ! - 7% MIN 2% T� '� BACK YARD F�'�� °' N ar a L` _ >� i i ✓!`��%�/��i'ii�/i-�/' Q w�0 FL PER GRADING PLAN --S--- EXISTING SEWER MAIN BLOCK WALL o C7 EX. PAD I' TRW ELEV l I :,� , L 7: PROPOSED FIRE HYDRANT 3' MIN _ SEE PLAN - °- o SEE PLAN EXTENDED FOOTING DETAIL PROPOSED WATER METER -��" j RETAINING PORTION ,n z .,� ��,' TF _ _ N EXISTING ELECTRIC JUNCTION BOX 1 MAX I PAD- NTS 6 ® 4" CONCRETE DWY / SLABSECTION D -D ; REAR YARD BLOCK WALL 6" CONCRETE DWY / SLAB I PRODUCT 3 NTS `? SWALE WALL NE dv J o CONSTRUCTION NOTES OMIT ONE BLOCK AT TF FLOWLINE OF PROPOSED AT WALL c SEE PLAN O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING SWALE TO PROVIDE OUTLET"ILWALL FOOTING a SAFETY SADTAL ENGINEERS DESIGN QPoFESS/q` FOR YARD DRAINAGE4, BY SECTION C -C At S. s F TYPICAL SIDE YARD SIDE YARD/REAR YARD COMBINATION O CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 4. h� 000 / y�� WALL OPENING DETAILO 8 DIG ALERT DIAL TOLL FREE e ti a NTS 5 GARDEN/RETAINING WALL O3 INSTALL 4" PVC DRAIN PIPE. � m pp Ian nQQ//�� N.T.S. w C26401 m DOO-227-G V V Q COv�i3t,F!'J'Gi. +" P,It,n P'. c..+�. 0`id'r' /' SL;3. Exp. 3-37-0& T AT LEAST TWO DAYS LS % O5 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 4. 0 �Q m BEFORE YOU DIG r 1 y 1 a © Copyright 2006 © CONSTRUCT 6" THICK P.C.C. DWY APPROACH. qrF OQ ° MSA Consulting, Inc. OF Cl UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA All Rights Reserved 0 MSA CONSULTING, INC. BENCH P.D. 109-70 ELEV. 27.941 (NAVD29) PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. N0. DESIGN BY SHEET No REVISIONS APPROVED DATE MARK JRN DR CITY OF LA QUINTA, CALIFORNIA MAINIERO, SMITH & ASSOCIATES, INC. LOCATION SIGNATURE C26401 DRAWN BY 4 PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING ROBERT S. SMITH JRN DR SHEA HOMES TRILOGY -TRACT NO. 30023-5 OF wALL. 2.o MILES SOUTH ALONG JACKSON STREET FROM HWY F DATE CHECK BY SEQUENCE 15D PRECISE GRADING PLAN - DETAIL SHEET 4 34200 BOB HOPE DRIVE ■RANCHO MIRAGE ■ CA 92270 HEN 2.0 TILES WEST ALONG AVENUE 50, 45.0 FEET ViEST OF U TELEPHONE 760 320-9811 ■ FAX 760 323-7893 MADISON SC AND 18' SOUTH OF AVENUE 50. RSS BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC.34, T.6S., R.7E., S.B.M. SHEETS &-<