The URL can be used to link to this page

FLP 2023-1001 La Quinta Resort Grove Renovation (12.20.2023)ta Qwkra (ALIFORNIA December 20, 2023 Gary Houston Houston/Tyner Architecture Interior Design 2630 Sepulveda Blvd Torrance, CA 90505 SUBJECT: FINAL LANDSCAPE PLAN 2023-1001 LA QUINTA RESORT — THE GROVE RENOVATION Dear Mr. Houston: The City of La Quinta Design and Development Department has reviewed and approved Final Landscape Plan 2023-1001 for landscaping for the La Quinta Resort grove renovation project, subject to the following conditions of approval: 1) The plans are approved, subject to the approved and stamped plans attached and on file. 2) Attached is a Certificate of Completion which shall be completed and submitted to the Design and Development department prior to final Planning inspection(s). If you have any questions, please contact me at sfernandez(a),laguintaca.gov and/or (760) 777- 7086. Sincerely, Sijifredo Fernandez Associate Planner Design and Development Project Location Eisenhower give Avenida Fernando fl a 0 Avenue 50 A2 � Vicinity Map x N.T.S. General Notes 1. The entire Work provided for herein is to be constructed and finished in eyery part In wood and substantia€ manner in accordance with the Drawings and Specifications, to the full intent of the same. Any Work required by law, but which may not be spec€fically mentioned by law, shall be done bythe Contractor in accordance with the I aws of the county, district, or state under which jurisdiction may come and cost shall be borne b the Contractor. Any such Worcs shall be done iii accordance with the Drawiri both as to manner and appearance. All Work shalt be done in accordance with the uniform Building Code (CBC), the Americans with Disability Act (ADA) and other regulations as required by the local governing agencies. 2. Nothing in the Drawings and the Specifications shall be interpreted as permitting violation of all applicable codes governing constructions and where conflict occurs, the applicable codes shallgovern, except where superior construction Work and material are specified or indicated. Such conflicts shall be brought to the Architect's attention for clarification. 3. These Drawings and S ecifications cover the furnishing and instaliation.of all materials and Work as called for on the Drawings or in the Specifications (or in both) which are bound separately and are a part of the contract. It shall be the responsibility of the Contractor to verify with the Owner that the Drawings are complete, current and approved, prior to submitting his bid and before installation of the Work. Any discrepancy between the Araitect's Drawing� and the Drawings� of anx other consultant shall be brougght to the Architect's attent€ontry written requestfor clarification. Any Work omitted or installed in conflict with the ❑rawings shall beperformed or corrected by the Contractor at his own expense and at no expense to the owner or Architect. 4. The Architect is authorized to order mirror changes during the course of the Work which will not involve additional cost or time and which are consistent with the contract documents. 5.The Contractor shall assume sole and complete responsibility for 'ob site conditions during the course of construction of the Project Including safety Wall persons and property, that this requirement shall apply continuously and not be limited to normal construction hours. The Contractor shall defend indemnity and hold the Owner and Architect harmless from any and all liability, real or alleged, in connection with the performance of the Work. 6. Work detective In construction, quality, performance or deficient in any requirements of the contract documents will not be accepted in consequence of the Owner's or the Architect's failure to discover or point out such defects or deficiencies during construction. Defective Work revealed within the time required by guarantees or warranties shall be replaced by work conforming with the intent of the contract. No payment either partist, or final, shall be construed as an acceptance of detective Work or improper material. 7. The Contractor stiali maintain a complete and current set of Drawings at the job site for use in making 'Record Drawings'. Any revisions shaii be rioted thereon and submitted to the Owner at the completion of the Project. 8. The contractor's methods and means of performing the Work shaii not In any way reducer invalidate or bridl�e any warranties, guarantees, bonds and applicable regulations, and local but ding codes. 9. Materials, performance and workmanship specified by reference to commercial standards, federal specifications, trade association standards, or other similar standards, shall comply with the requirements in the latest edition or recision thereof UON, and with any amendments or supplements there to in effect on the date of origin of this Projects contract documents. Such standards, except as modified by the contract documents, shall have full farce and effects as though printed in the contract document, PERMITS A. The Owner shall obtain the architectural building permit only. Separate permits required for pedestrian protection, grading, demolition, plumbinrrrigation, electrical mechanical, fire protection, signage, utilizes as required by the oral governing agencies, shall be obtained by the Contractor unless otherwise noted. B. The Contractor shall provide the Architect and the Owner copies of all building permits under which the construction or installation is to be performed. La Quom'nta Resort = The Grove Rencovat'io,n Landscape Improvement Plans Project Location: 49-499 Eisenhower Dr, La Quinta, CA 92253 Tract #28545-1 Lot #1 and Portion of Lot #2 APN #668-160-054 (Northern Turf Portion), #658-160-053 (Southern Portion from proposed building south Project Type: Resort Client: Pyramid Global C. All revisions requiring plan review by focal building departmenEs and other governingg authorities shall be submitted for review and approved by appropriate jurisdiction prior to actual Work being performed. COORDINATION A. The Contractor shall be responsible for verification and coordination with other contractors to assure compliance with the Drawings and Specifications, and the accurate location of structural footings and utilities relative to tree, halm and shrub root ball locations. S. The Contractor shall verity sizes and locations of all utility pad.and equipment bases as well as power and water, other utility services, or drain installations relative to tree, palm and shrub locations. CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS A. The intent of the contract documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The contract documents Include Drawings and Specifications prepared by the Architect and various design and engineer€n consultants. These Drawings and Specifications are complimentary and shall be taken as a whole. What is required by one consultant's drawings or S pecifications shat€ be as binding as if required by all; performance by the Contractor shall be required to the extent consistent with all the contract documents and reasonably inferable from them as being necessary to produce the indicated results. B. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings into various consultant sets shall not control nor guide the contractor in dividing the Work among subcontractors or in establishing the extent of the Work to be performed by any trade. Division of the Work between the Contractor and subcontractors shall be the responsibility of the Contractor and based on the Contractor's determinations. C. Unless otherwise stated in the contract documents, words which have well-known technical or construction industry meanings are used in the contract documents in accordance with such recognized meanings. TESTING A. The Owner and Architect reserve the right to have tests made when deemed necessary. Should the Owner or Architect order special testing or inspection of a questionable part of the work which reveals defects, or work not in conformity with the contract documents, the Contractor shall pay the cost of such special testing or Inspection including the Architect's extra services made necessary thereby. Otherwise the Owner shall bear such costs. B. Tests shall be made In accordance with recognized standards by a competent, independent testing laboratory. An material or construct found defective or not in conformity with Specification standards shalt be promptly replaced or repaired at the expense of the Contractor as directed by the Architect. SITE OBSERVATIONS A. All site observations requested of the Architect by the Contractor shall be done so through the Owner's Representative and shaft provide the Architect with a minimum of 48 hours notice. B. Site observations shall include the following areas of Work: I. Pr"onstruction meeting 4. Hardscape 2. Mock-ups 5. Irrigation 3. Final grading 6. Planting C. The Contractor shall be backcharged for the Architect's time should the Work being observed be found incomplete or not ready for review; or if the meeting time is not kept by the Contractor. rds) PLANNING APPROVAL ADMINISTRATIVE CASE# FLP2 23-1001 EXHIBIT# INITIAL sfernandez DATE 12/20/2023 3:39:04 PM L53454 These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USER right-of-way. Trees, plants, walls and permanent structures of any ldnd may not be planted or installed in CVWD and USER easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Sheet Index Sheet Number L-0.01 LP -0.01 LPT 1.01 LPS-1.01 LP -5.01 to U-5.02 to LP -5.02 Date CVWD Plan # Sheet Description Landscape Title Sheet Landscape Irrigation Notes & Legends Landscape Irrigation Plan Landscape Irrigation Details Landscape Planting Notes & Legends Landscape Planting Tree & Vine Plan Landscape Planting Shrub & Groundcover Plan Landscape Planting Details These phum have bmn reviewed by the Coachella Malley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in vioperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR right-of-way. Trees, plants, walls and permawnt structures of any Land may not be planted or installed m CVWD and USBR easements or Right -of --Way without first obtaining an encroachment permit from CVWD. Wat awgement epartmen H 0 U S T 0 N / T Y N E R a Architectur'e Interior Defiign 2630 5cpulveda Dlvd. Torrance California 90505 TffL.3I0 326-3050 FAX 310 326-8805 Burton Landscape Architecture Studio 347 5 Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7267 F www.bu rton- stu d i o.co m j RkCKT£C]'. v n a r• Matthew V. act x No, p' n July 24 M date ryoti ate - 31 � Burton Project No. 22.094A ❑ La Quinta Resort & Club a 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation 2%^ 1496c( Construction Materials & Finish Schedule Symbol Item Description, Color & Finish Supplier Alternative Bid 1 ❑A Concrete Paving Natural Gray Concrete CE Boral Pavers (Interlocking 4" X 8") ❑2 Sawcut Construction Joint Type II/V Cement EQ Paver Style: Antique Tumbled Finish: Top -Cast surface retarder -Acid etch #03 PA Color: Heartland Flashed ❑3 Sawcut Control Joint Sealer: SINAK HLQ-125 POB Point of Beginning El Expansion Joint at Vertical Surface D / LC -501 PCR Higgins "Segundo Red Tumbled" ❑B Steel Edging DURAEDGE 1/4" x 6" galvanized steel edging w 16" tapered J.D. Russell Company Valley Building Materials, Edie Martin 949 283 8511 ❑5 Steel Edging steel anchoring stakes 800.888.7425 Property Line ❑6 Brick Paving (Vehicular Rated) Color: Black R Radius ❑C Brick Paving - Vehicular Rated Vehicular Concrete Pavers Orco Pavers Align with Adjacent Surface ❑7 Expansion Joint in Brick Paving Manufacturer: ORCO Block Company Mike Millard Align Perpendicular ❑8 Accessible Curb Ramp Size & Pattern: Bands - 80mm 6" x 12" Paver - Pattern Per 949.241.6669 Expansion Joint Refer to: Civil Engineer's documents Plan --- Expansion Joint at Vertical Surface ❑9 Truncated Dome Paver Color: 'Terra Cotta' Sawcut Control Joint 10 Brick Pilaster Finish: Bevel Edge 11 Freesta n d i ng Wa I I Vehicular Concrete Pavers 12 Artificial Turf Manufacturer: ORCO Block Company 13 Vehicular Service Gate Size & Pattern: Field - 80mm 6" x 12" Paver - Pattern Per Plan 14 Pedestrian Gate Color: Factory Blend 40% 'Terra Cotta', 40% 'Buff', 20% 15 Metal Fence 'Cream' 16 Decomposed Granite Paving Finish: Bevel Edge 17 Vehicular Service Gate @ Morgan House Joint Sand: OBP Permeable Joint Chip 18 Pedestrian Gate @ Pool Fence Sealer: BP Pro PSS Joint stabilizing Sealer (Non-enhancing) Contractor to provide mockup prior to installation for approval by Landscape Architect Reference Detail F / LC -5.01 for pattern and layout ❑D Truncated Dome Paver Concrete Ramp StrongGo Industries Color & Finish: Match adjacent paving 866.439.3216 TekWay High Performance Truncated Domes Size: 24" x 36" or 30" x 36" Color: Federal yellow R-lastic bonding adhesive spec Contractor to verify code compliant spacing of domes between tiles prior to installation ❑E Brick Pilaster Match existing ❑F Freestanding Wall Finish: Plaster Color: Match adjacent architectural color and finish © Artificial Turf Manufacturer: Global Syn Turf T e• S rn to al 80 oz ❑H Vehicular Service Gate Steel Construction Paint Color: Black to match architectural finishes Note: Contractor to provide shop drawings for approval prior to fabrication Pedestrian Gate Paint Color: Match Existing OMetal Fence Paint Color: Match Existing ODecomposed Granite Paving Color: Coyote Gold Stabilizer: TBD Construction Key Notes Construction Legend Symbol Description Detail / Sheet Symbol Description ❑1 Concrete Paving A / LC -5.01 CE Centerline ❑2 Sawcut Construction Joint B / LC -501 EQ Equal PA Planting Area ❑3 Sawcut Control Joint C / LC -501 POB Point of Beginning El Expansion Joint at Vertical Surface D / LC -501 PCR Point of Curb Return PT Point of Tangency ❑5 Steel Edging E / LC -501 PL Property Line ❑6 Brick Paving (Vehicular Rated) F / LC -501 R Radius Align with Adjacent Surface ❑7 Expansion Joint in Brick Paving G / LC -501 Align Perpendicular ❑8 Accessible Curb Ramp - Expansion Joint Refer to: Civil Engineer's documents --- Expansion Joint at Vertical Surface ❑9 Truncated Dome Paver H / LC -501 Sawcut Control Joint 10 Brick Pilaster J / LC -501 11 Freesta n d i ng Wa I I K/ LC -501 12 Artificial Turf L / LC -501 13 Vehicular Service Gate H / LC -502 14 Pedestrian Gate L / LC -502 15 Metal Fence J / LC -502 16 Decomposed Granite Paving I / LC -501 17 Vehicular Service Gate @ Morgan House H / LC -502 18 Pedestrian Gate @ Pool Fence B / LC -503 ISSUE FOR PLAN C11ECK 07/24/2023 Q ISSUE FOR RESUBMITTAL 1011012023 H O U S T O N / T Y N E R Ll Architecture- Interior rchitectureInterior Design 2630 Sepulveda Blvd. Torrance California 90505 TEL 310 326-3050 FAX 310 326-8505 u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com O��PQ�PRCHITEC7-,ST9T0 . U LT Z O LU �7 MatthewV. acL d z No.58 • �h 23 July 24 Ory P� date tti a/date 3� Burton Project No. 22.030D ❑ La Quinta Resort & Club 49-499 Eisenhower Drive La Qu i nta, CA 92253 The Grove Renovation Not to Scale Landscape Construction Notes & Legends LC -0.01 PLAN CHECK RESUBMITTAL - 10/10/2023 Construction Key Notes Symbol Description ❑ Concrete Paving ❑ Sawcut Construction Joint ❑ Sawcut Control Joint ❑4 Expansion Joint at Vertical Surface ❑5 Steel Edging ❑6 Brick Paving (Vehicular Rated) ❑7 Expansion Joint in Brick Paving ❑8 Accessible Curb Ramp Refer to: Civil Engineer's documents ❑9 Truncated Dome Paver 10 Brick Pilaster 11 Freestanding Wall 12 Artificial Turf 13 Vehicular Service Gate 14 Pedestrian Gate 15 Metal Fence 16 Decomposed Granite Paving 17 Vehicular Service Gate @ Morgan House 18 Pedestrian Gate @ Pool Fence ISSUE FOR PLAN CHECK 07/24/2023 Q ISSUE FOR RESUBMITTAL 1011012023 H O U S T O N / T Y N E R Ll Architecture- Interior rchitectureInterior Design 2630 Sepulveda Blvd. Torrance California 90505 TEL 310 326-3050 FAX 310 326-8505 u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com ��PQE PRCHITECT • STgTF ?� 01 v c` o � LT z O LU T7 Matthew V. acLd z No. 58 • �h 23 July 24 Ory P� date tti a/sate 010 • 31 O�te Burton Project No. 22.030D ❑ La Quinta Resort & Club 49-499 Eisenhower Drive La Qu i nta, CA 92253 The Grove Renovation N 0 05" 20 Scale: 1 " - 10'-0" Landscape Construction Plan LC=1 001 PLAN CHECK RESUBMITTAL - 10/10/2023 155UE FOR PLAN CHECK 07/24/2023 Q 155UE FOR RESUBMITTAL 10/10/2023 H O U S T O N / T Y N E R n Architecture Interior Design 2630 Sepulveda Blvd. Torrance California 90505 TEL 310 326-3050 FAX 310 326-8805 u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com PRCHITECT , STgTF LU o Ln o v_ Matthew V. acL d z No. 58 •ioh 23 July 24 Q) a�aare • 31 OC'L Burton Project No. 22.030D La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Not to Scale Landscape Construction Details LC -5.01 PLAN CHECK RESUBMITTAL - 10/10/2023 1 D ❑ D D D D D D D D 3 0 0 0 0 0 0 0 0 2 3/16" 2 3 3/16" � 2 1 1/4" 2 3 4 D D D D D D )OO OO oO°OO ° 0 O OO oOOO O° oO°OoO°OO °O° 4 °O° ° D b b b b D ° D. • ° D. • ° D. D. • ° D. D D D D D D D D D 5 OO° O ° ° O ° ° ° O° 0 O O° 0 O O° ° O OOO5 °°oO ° ° °° °°0 O° O° ° °�O O °OoO °°° 00o0 0OO°X°O°00o0 0 o 00 °° °° °°°O °° °° ° ° �°O°°2 O o��O UO UO 5�oO°O�f O°OftO°O OHO OoO �O OoO X°O° D° � � oO°O O°OO�oo0o0 �O OoO OOO OoO oO0o0 oO ° °�°0°O O o ° o ° o ° O 00 °O O 0000 ° O O o °O O�O oO0o0 O ° 0Oo° ° ° U00 00 ° °Oo°�° ° °Oo° ° ° °Ooh ° ° ° °Oo° ° ° °Oo0 o o o° o o° o —°O IIII III IIII �� IIII-"' °O'LO °O�O °O O O Oo o O Oo pyo - 200° �o p� - ° _—=--- Section i 1 IIII II 1 1 III IIII I IIII- Section III IIII � � IIII- Section 111=111– ��I�– Section N otes Notes Notes Notes ❑1 Concrete finish Refer to: Construction Materials & Finish Schedule ❑2 Concrete paving Refer to: Civil Engineer's documents for finished surface ❑1 Concrete Paving Refer to: Detail A / LC -5.01 ❑1 Concrete paving Refer to: Civil Engineer's documents ❑1 Any vertical surface such as building wall, existing paving to remain, site wall, curb, raised planter, etc elevation �3 Refer to: Geotechnical Engineer's documents for paving depth &reinforcement 2 Sawcut joint to match ap earance of sawcut control joints Refer to: Detail B / LC -5.01 2 3/16" wide sawcut extended to 1/3 depth of slab Refer to: Landscape Specifications p p p �2 Concrete Paving requirements Refer to: Detail A / LC -5.01 ® Compacted sub -base Refer to: Geotechnical Engineer's documents ❑3 Doweled joint with expansion joint filler Refer to: Landscape Specifications ❑3 1/8" radius (typ.) Refer to: Geotechnical Engineer's documents for reinforcement requirements ❑4 Joint sealant with sand ❑5 Geotextile fabric as required Refer to: Landscape Specifications Refer to: Geotechnical Engineer's documents ❑5 Expansion joint © Compacted subgrade Refer to: Landscape Specifications and Landscape Construction Plans Refer to: Geotechnical Engineer's documents Concrete Paving Sawcut Construction Joint Sawcut Control Joint Expansion Joint at Vertical Surface A B D Scale: 1 1/2"=1'-0" Scale: 1 1/2"=1'-0" Scale: 1 1/2"=1'-0"C Scale: 1 1/2"=1'-0" Expansion joints- maximum of 10mm in width 1 7 Set pavers with a minimum joint width of 3mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 9 1 and a maximum Of 5mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 � t � �< V i C O r N� ° 4 I d 3 �/ - V /� 7 ❑ 3 �00.,� O n°0.,n O n°0.,n O n0.,n O n0.,n 6 O� O� O� O� O� � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �--- _ 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \\ N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °o°°°°°°°°°OOoO°°°°°°°°°°°°°°°°°°°°°°°°°°°000°° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 D• D.' 2 _ ♦ �o •• �O d�J 000 0 00° 0 00° 0 00° 0 00 00 ° 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3'-ou i .::\:, :..�,� �\ � o. o' o. � � o � o � 0 0.-;o ° C� o �, ° _ _1 I _ _ _ Plan View 5 2 8 °° °° °°� °°� °°� °°� 6 oDao °000 �' 2 4 5 00 F] IF -F 10 N otes , ,� 31-011 4 Plan View of Herringbone Pattern 5 ❑1 Brick Paving 5❑ Compacted subgrade �� //� / Section w/ 4" x 8" Band Notes Refer to: Detail F / LC -5.01 Refer to: Geotechnical Recommendations Ooo o ' o 0 0 °o °o o goy oo goy oW goy Section sir ��,�//.� // // //,��lr ii �`�„ ❑ Finish grade © Compacted sub -base � Refer to: Civil Engineers documents Refer to: Geotechnical Recommendations o o ° ° ° o ° o ° o ° o ° 0 0 0 6 �� ❑1 4 X 8 brick paver field, herringbone pattern - Refer to: Landscape Construction Plans and Construction Legend ❑ Sand setting bed ❑ Expansion joint °° °o °° °o °° °o° °° °o° °° °o °° °° °o °° °° °o °° °o 7 Notes ❑ Expansion Joint at vertical surface - Refer to: Detail D / LC -5.01 3❑ Mortar bed - Refer to: Landscape Specifications Refer to: Landscape Specifications Refer to: Landscape Specifications Refer to: Landscape Construction Plans for locations ® Concrete slab Notes —11 l i—I.i i1 I I.I1 11 I-1 I I 1IIII=1 I I.—III 1=1 1.' Section ❑ Steel edging Refer to: Landscape Specifications Refer to: Construction Materials and Finish Schedule ® Concrete base - Refer to: Landscape Specifications Refer to: Geotechnical Recommendations ® Geotextile fabric Refer to: Landscape Specifications Concrete base -Refer to: Civil Engineer &Geotechnical Engineer's documents ❑2 Steel stake ❑ Truncated dome paver - Refer to: Landscape Construction Materials & Finish Schedule. Refer to: Landscape Specifications ❑5 Compacted subgrade -Refer to: Landscape Specifications Additional Notes ❑3 Finish in area © Compacted sub -base - Refer to: Landscape Specifications ❑ Elastomeric bonding adhesive per manufacturer's recommendations grade planting Refer to: Civil Engineers documents 1. Contractor to provide a 2.5m x 2.5 mock-up of full routed and sealed avers p p y g p 4 Adjacent vehicular paving ❑ ® Amended planting soil ❑ BuildingRefer to: Architect's documents 2. Pavers to be provided with no -chamfer on the edges (all 4 sides). 3. Provide extra care during installtion to avoid chipped edges Refer to: Landscape Construction plans Refer to: Landscape Specifications - Turf lantin 8 Deepened concrete footing at architecture or planting area -Refer to: Detail X / LC-5.OX ❑ 4. The installing contractor should specialize in the installation of solid concrete interlocking pavers with three years minimum experience and accredited by the manufacturer in relation to the ❑ Adjacent pedestrian paving 1 p p g p g Refer to: Landscape Planting plans �� 0 4 X 8 brick paver band, single soldier course with mitered band - Refer to: Landscape Construction Plans and Construction Legend paver type and requirements of the Project. 5. Tolerances: Do not exceed 1.5mm unit -to -unit offset from flush nor 3mm in 60cm from level Refer to: Landscape Construction plans © Refer Engineer's © Shrub planting or indicated slope, for finished surface of paving. Compacted sub -base - to: Geotechnical documents Refer to: Landscape Planting plans 10 Geotextile fabric - Refer to: Landscape Specifications p p 6. Install sealer on all exposed surfaces 7 ❑Compacted subgrade -Refer to: Geotechnical Engineer's documents Steel Edging Brick Paving (Vehicular Rated) Expansion Joint in Brick Paving Truncated Dome Paver G Scale: 2"=1'-0" Scale: 1"=1'-0" Scale: 1"=1'-0" — Notes 10" - ❑1 Brick pilaster (to match existing) 8 3 8 6 / \ 2 Finish surface 2 7 5 6 1 2 7 1 9 570, ❑3 N N �. \ 1 2 3 7 Notes INNOIUVA ill 140119 R {� ::. <:::::: <::::::. <::..: <::: ,::..<:::....::: ::.....:::..::. 2 �i 1 1❑ Concrete block wall construction - – o 0 0 ° - �C_ 1NQMIQ�° ,0°0 = D D m Refer to: Structural En (neer s documents g ° 0000 � o°o ° ° ° ° ° ° ° ° O� o �� o gig o o �� o �� o �� o 0 O Oo O Oo O Oo O Oo 0 O o 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O 0 0 : o Opo : o°o opo 000°o �o0°O �oo�o goo 000 = m °O °° °° °O °° °O °° °° °° °° °° _ — C 0 o o0 00 00 00 00 0o O° oo CO N 2❑ Rolled mortar c a p ° o o 6 0 0 0 0 0 o IIII— _ 6 _E ❑ Finish Grade - o = Section at Paving Edge Q0 Refer to: Civil Engineer's documents 4 ® Compacted subgrade - _ _ _ 8 Refer to: Landscape Specifications 8 11 LE =_ =_ = = Section _ "I — =1 111— Section IIII—I —IIII— ❑5 Compacted sub -base - 1=i I_I 2-611 Refer to: Landscape Specifications Notes. Notes ❑ Landscape fabric 01 7 © Concrete footing - Refer to: Structural Engineer's documents ❑ Finish grade, turf area - Refer to: Civil Engineer's documents Refer to: Landscape Specifications ❑ Stucco ❑ Artificial turf -Refer to: Construction Materials &Finish Schedule ❑ Stabilized decomposed granite - first lift Refer to: Construction Materials & Finish Schedule = 3 Refer to: Construction Materials & Finish Schedule 3 4" Dia. perforated drainline @ 6' o.c. Pipe wrapped w/ filter fabric and set with 1% min. fall ❑ p p pp Refer to: Landscape Specifications = _ _ __ ® Compacted subgrade - Refer to: Geotechnical Engineer's documents ❑3 Stabilized decomposed granite Refer to: Construction M &eFond� ft Schedule = — — ❑5 Drainage connection - Refer to: Civil Engineers documents Refer to: Landscape Specifications = - - 4 ® Compacted subgrade � IH�_ o 111H © 3" Pea gravel Refer to: Geotechnical Engineers documents o°� o° 5 — °°o °° O = _ _— ❑7 Mirafi filter fabric 140 NL or approved equal 0 Adjacent concrete paving 6 Refer to: Landscape Construction Plan — _ _ 1- I = ® Decomposed granite aggregate © Compacted aggregate sub -base Refer to: Geotechnical Engineer's documents _ Section —IIII =1 � 1 �- 0 Adjacent paving - Refer to: Landscape Construction Plans ❑ Adjacent lawn or planting Refer to: Landscape Planting Plans Note: ® Steel Edging 1. Construction shall comply with the USGA green section method, latest edition. 2. Refer to Civil Engineer's Documents for drain Refer to: E / LC -5.01 connections. Decomposed Granite Paving Brick Pilaster Freestanding Wall Artificial Turf I K L Scale: 1"=1'-0" Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" Scale: 1"=1'-0" 155UE FOR PLAN CHECK 07/24/2023 Q 155UE FOR RESUBMITTAL 10/10/2023 H O U S T O N / T Y N E R n Architecture Interior Design 2630 Sepulveda Blvd. Torrance California 90505 TEL 310 326-3050 FAX 310 326-8805 u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com PRCHITECT , STgTF LU o Ln o v_ Matthew V. acL d z No. 58 •ioh 23 July 24 Q) a�aare • 31 OC'L Burton Project No. 22.030D La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Not to Scale Landscape Construction Details LC -5.01 PLAN CHECK RESUBMITTAL - 10/10/2023 /1\ ISSUE FOR PLAN Ch1ECK 07/24/2023 Q ISSUE FOR RESUBMITTAL 1011012023 H O U S T O N / T Y N E R Ll Architecture- Interior rchitectureInterior Design 2630 Sepulveda Blvd. Torrance California 90505 TEL 310 326-3050 FAX 310 326-8505 u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com O��PQ�PRCHITECT,ST9T0 . U LT z O LU �7 MatthewV. acL d z No. 58 • �h 23 July 24 Ory P� date tti a/date 3� Burton Project No. 22.030D ❑ La Quinta Resort & Club 49-499 Eisenhower Drive La Qu i nta, CA 92253 The Grove Renovation Not to Scale Landscape Construction Details LC -5.02 PLAN CHECK RESUBMITTAL - 10/10/2023 3'-0" ❑1 otes frame 3" Square tube steel gate ❑ 3"x8" Tube steel bottom member / kick plate ` ❑3 3"x4 1/2" Tube steel handle frame \� I I � ® 3/4" Tube steel pickets ❑5 1" Flat stock trim member © Gate latch - To be approved by Owner and Operator I � � 10 `� ❑7 Heavy-duty, self-closing hinges I � 6 T ® Finish grade - Refer to: Civil Engineer's documents ❑9 Adjacent fence I Refer to: Detail F / LC -5.02 I 10 Adjacent concrete paving I I Refer to: Landscape Construction Plans I I _ 00 I _ CO I I I I I PA � � 8 I I I _ I _LL N I I Elevation F5 2 Plan View Pedestrian Gate at Pool Fence Not Assigned Not Assigned B C D Scale: 3/4"=1'-0" Not Assigned Not Assigned Not Assigned Not Assigned E F G H Not Assigned Not Assigned Not Assigned Not Assigned J K L 155UE FOR PLAN CHECK 07/24/2023 Q 155UE FOR RESUBMITTAL 10/10/2023 H O U S T O N / T Y N E R Ll Architecture Interior Design 2630 Sepulveda Blvd. Torrance California 90505 TEL 310 326-3050 FAX 310 326-8805 u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com PRCHITECT • STgTF ?� 01 v c` o LT z O LU T7 Matthew V. acL d z No. 58 • �h 23 July 24 Ory Pay date 1L a�aare • 31 Or-'Lo.pe Burton Project No. 22.030D ❑ La Quinta Resort & Club 49-499 Eisenhower Drive La Qu i nta, CA 92253 The Grove Renovation Ll Not to Scale Landscape Construction Details LC=5mO3 PLAN CHECK RESUBMITTAL - 10/10/2023 Plant Legend Trees Symbol Botanical Mame Common Name Size Very Low • ; Existing to remain f Parkinson !a x'Desert Museum' ++ - standard Desert Museum Palo Verde Palms & Cycads 24' box Very Low Shrubs. Perennials. & Annuals Symbol Botanical Dame Common Name Size Spacing Water Botanical Name Annuals Annuals 1 gal 12' o.c. High BL Bougainvi Ilea 'La Jolla' La Jolla Bougainvillea 5 gal 36' o.c. Mod Js Justica spicigera Mexican Honeysuckle 5 gal 36' o.c. Low OM Olea europaea'Montra' Little 011ie Dwarf Olive 15 gal 36' o.c. Very l Cactus & Succulents Symbol Botanical Name Common Name Size Water Use Symbol Botanical Name Very t Medicinal Aloe 5 gal 24' o.c. Low AB Agave'Blue Glow' ++ • Chamaerop s humilis Mediterranean Fan Palmi 36" box - 3 trunk Moderate Aloe vera 'Yellow' ++ Cycas revoluta Sago Palm 20 gal Moderate P Portulacaria afra ++ • Phoenix dactylifera Date Palm 24' bth Moderate Vines & Espaliers Common Name Size Spacing Water Blue Glow Agave 5 gal N / A Very t Medicinal Aloe 5 gal 24' o.c. Low Elephant's Food 1 gal 18' o.c. Very I. ymbol Botanical Name Common Name Size Water 1 Bougainvillea 'San Diego Red'- espalier San Diego Red Bougainvillea 15 gal Mod Turf Notes Botanical name Existing turf to remain These plans have been reviewed by the Coachella Valley Water District In accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR right-of-way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Common Name Tyle Quantity 1. All plant material, 1 gallon and larger, including boxed palms, to be supplied by D.L. Cunningham, Inc. It is the responsibility of the landscape contractor to locate and bid any bare root palms, but these palms must be selected by D.L. Cunningham, Inc. and approved by Burton Landscape Architecture Studio. Landscape contractor must contact D.L. Cunningham, Inc. for their selection rates and all other applicable terms. Contact Rob Cunningham 949 261 7191. 2. The contractor shall verify all plant material quantities prior to plant installation. Plant material quantities are listed for the convenience of the contractor. Actual number of plant symbols shall have priority over quantities designated in the Legend, 3. All plant material designated with (++) shall be planted with cactus and succulent back fill mix (see planting specifications). 4. All plant material designated with (***) shall be planted with acid loving plant back fill mix (see planting specifications). 5. All individual shrubs 0 slope conditions are to be underplanted with ground cover to match adjacent plant symbol, Additional Symbols Symbol Description -- Root Barrier Tree Staking Root Barrier Note Note Refer to: Landscape Specifications Refer to. X f LP -5.01 Install root control barrier when tree rootballs are five feet or closer to curb, pavement, drain structure, or wall. Install only on the side of the rootball adjacent to hardscape elements at a minimum 10 -foot length, centered on the tree trunk. Refer to Landscape Specifications. L53455 S Date CVWD Pian # These pians have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq, requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR right -of --way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. i i� H C U S T C N 1 T Y N E R Architecture Interior Design 2G30 Sepulveda Blvd. Torrance Californ€a 90505 TEL 310 32G-3050 FAX 3 10 32G-5805 b u r t o n Landscape Architecture Studio 397 5 Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 f www.burton-stud l o.com rf[tilTEcr. STq any rfi0 y G u M�hewV, acL a J Nm S ph ��31�u 2-4 .nl B� date t'14 Burton Project No. 22.090A ❑ La Qui[nta Resort & Club 49-499 Eisenhower Derive La Quinta, CA 92253 The Grove Renovation LJ Not to Scale Landscape Planting Notes & Legends LP=0001 DESIGN NARRATIVE 1. IRRIGATION FOR SHRUBS AND VINES WILL BE POINT SOURCE DRIP IRRIGATION SEPARATING LOW AND MODERATE WATER PLANTS ON SEPARATE VALVES. 2. ANNUAL COLOR IN NARROW PLANTERS WILL BE IRRIGATED ON AN INDEPENDENT VALUE USING RAIN BIRD 0.90 GPH AT 12" O.C. INLINE TUBING WITH ROW SPACING AT 8' O.C. ALL INLINE TUBING WILL USE LAC TYPE FITTINGS, 3. ANNUAL COLOR IN LARGER PLANTERS WILL BE IRRIGATED WITH ADJUSTABLE RADII MICRO BUBBLERS ON POP UP SPRINKLERS 4. PALM IN PLANTERS, PALMS IN FAUX TURF, AND STANDARD TREES WILL BE IRRIGATED ON SEPARATE VALVES TO MANAGE DIFFERING WATER DEMANDS. 5. THE CONTROLLER WILL BE A SEPARATE HUNTER HPC HYDRAWIIZE CONTROLLER WITH RAIN SENSOR. THE COMTROLLER WILL ALLOW REMOTE ACCESS AND SMART WEATHER TYPE PROGRAMMING USING THE WIFI AT THE FACILITY. 6. THE COOL DOWN FAUX TURF SPRINKLERS PROVIDE 60' RADIUS COVERAGE IN A 9W X 100' SPACE. THE SPRINKLERS WILL BE LOCATED IN THE ANNUAL COLOR POCKETS TO AVOID SPRINKLERS OR PIPE IN THE FAUXTURF SPACE. CONSTRUCTION NOTES - 1. COWRACTORTO PERFORM AN UNDERGROUND UTILITY SEARCH WITHIN THE PROJECT AREA. ALL EXISTING UTILITIES AND STRUCTURES SHOWN AND NOT SHOWN ON THESE PLANS TO BE PROTECTED IN PLACE. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING U71L MES AND STRUCTURES. 2. CONTRACTOR TO BECOME FAMILIAR WITH THE SITE AND EXISTING IRRIGATION SYSTEM AND REPORT ANY DISCREPANCIES WITH THE EXISTING SITE TOPOGRAPHY AND THE IRRIGATION DRAWINGS TO THE OWNER PRIOR TO START OF WORK. CONTRACTOR TO BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED. 3. MAINLINE ROUTE IS DESIGNED TO MINIMIZE TRENCHING NEAR EXISTING TREES. CONTRACTOR TO REVIEW MMLIIE LAYOUT, MARK LOCATIONS IN FIELD AND REVIEW WITH THE IRRIGATION CONSULTANT AND 1 OR OWNER PRIOR TO START OF WORK. 4. MAINLINE SHALL PASS A HYDROSTATIC PRESSURE TEST OF ISO PSI FOR FOUR HOURS WITH LESS THAN 1 PSI DROP PRIOR TO THE INSTALLATION OF VALVES AND BACKFILL AND PER CITY REQUIREMENT& 5. MAINLINE AND WIRE INSTALLATION TO ISE REVIEWED WITH OWNER AND APPROVED PRIOR TO BACKFILL, MAINLINE INSTALLATION NOT REVIEWED AND 1 OR APPROVED WILL BE EXPOSED FOR REVIEW AND RE -BACKFILLED AT THE SOLE EXPENSE OF THE CONTRACTOR. 6. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, IRRIGATION EQUIPMENT, ETC, SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 7. NEATLY GROUP AND ALIGN VALVE BOXES PER DETAIL DRAWINGS 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS. WALLS, OR OTHER HARDSCAPES I STRUCTURES. DEMOLITION NOTES: 1. PRIOR TO START OF WORK, THE CONTRACTOR IS TO SCHEDULE A MEETING WITH THE OWNER TO REVIEW EXISTING CONDITIONS, CONSTRUCTION PHASING, FENCING AND SCHEDULE. 2. REMOVE AND DISPOSE ALL EXISTING IRRIGATION SPRINKLERS, VALVES, AND VALVE BOXES. 3. PIPE LOCATED BELOW GRADE IS TO BE ABANDONED IN PLACE. 4. EXISTING IRRIGATION PIPE OR EQUIPMENT EXPOSED DURING THE @ISTALLATION PERIOD SHALL BE PROPERLY REMOVED AND DISPOSED. 5. ANY DEPRESSION CREATED BY THE REMOVAL OF AN EXISTING IRRIGATION COMPONENT SHALL BE FILLED AND COMPACTED WITH A SOIL APPROVED BY THE OWNER TO MATCH EXISTING GRADE AND PLANTING IIMATERIAi.S. DEPRESSIONS DUE TO SETTLING WILL BE REPAIRED BY THE CONTRACTOR WITHIN THE WARRANTY PERIOD. 6. CONTRACTOR SHALL ENSURE E] UMNG LANDSCAPE AND t OR QUICK COUPLERS WITHIN THE LIMIT OF WORK, RECEIVE IRRIGATION WATER FROM START OF CONSTRUCTION UNTIL FINAL TURNOVER. 7. COORDINATE SHUT DOWN OF EXISTING IRRIGATION MAINLINE WITH OWNER PRIOR TO CUT AND CAP. IRRIGATION EQUIPMENT LEGEND SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION -I�I� DRIP EMITTERS GPH SPECFLOW MICRO SERIES 1032 THREADED PRESSURE COMPENSkTING EMITTER ON A GPH GPFR24 POLYFLEX RISER 1 NUMBER OF HYDROZONE SYMBOL HYDROZONE SYMBO� EMITTERS MODERATE LOW i MULCH CRMO TOP DESERT CAMO TOP (1)112 GPH a GXBCOS-1032-M (BLUE) o GXBCOS-1032-D (BLU� (1)1 GPH ■ GXBC1-1032-M (BLACK) a GXBCi-1032-D (BLAC (2)1 GPH 41r GXBC1-1032-M (BLACK) X2 � GXBC1-1032-D (SLAC ) X2 (2) 2 GPH " GXBC2-1032-M (RED) X2 - GX8C21032-D (RED)V2 (4) 2 GPH - GXBC2-1032-M (RED) X4 - GXBC2-1032-M (RED)- 4 COLOR IDENTIFIES HYDROZONE AND MATCHES LATERAL PIPE COLOR EMITTERS TO BE FULLY THREADED (INTO RISER REFER TO SHRUB 1 EMITTER LEGEND FOR QUANTITY AND FLOW PER S SPECIES AND PLANT WATER REQUIREMENT FOR CONNECTION TO MO OR LOW WATER USE LATERAL PIPING NOT SHOWN WIRE 3M DBY OR 3M DBR WATERPROOF DIRECT BURY CONNECTORS CONNECTORS JJ' NOT SHOWN MAINLINE FITTINGS PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 80 PVC SOLVENT WEI LATERAL FITTINGS NONPRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC SOLS WELD NOT SHOWN ID TAGS T CHRISTY IDAA]C Y1 YELLOW STATION ID TAGS WITH BLACK LETTERO VALVE NOT SHOWN VALVE BOIL ROUND 6" CARSON 07DB 1008 ROUND 10" CARSON 09101037 RECTANGULAR 14"x 19" CARSON 14191038 JUMBO 12°x20" CARSON 12201030 INCLUDES STANDARD HEX BOLT BOX I LID COLOR MULCHED AREAS - BLACK DECOMPOSED GRANITE OR STONE COVER - TAN TURF -THERE ARE NO VALVE BOXES TO BE PLACED IN TURF DENOTES STATION NUMBER Al DENOTES VALVE FLOW (GPM) sa m nos sF DENOTES AREA DENOTES PRECIP. RATE DENOTES HYDROZONE DENOTES VALVE SIZE AB Agave - Blue Glow 3.9 Low 1 1 1 0.23 Av Aloe vera 2.0' Low 1 0.5 0.5 --- 026 _,.._ BL Bougainvillea - La Jolla 3.D' Mad j'1 _. �.1 - - 1 0.23 is Jus6cia spidgera 3.9 Low 1 - 1� 1 0.23 OM Olea euro paea - MGntr'a � 16 Lova 1 1 1 0.33 P Porlulacaliaaha W � � 1.5 Low 1 0.5 0.5 0.45 INCLUDE A RAINBIRD 1812 SAM PRS WITH 4 -VAN NOZZLE SET TO 0° AT EACH SPRINKLER PROVIDES 14.0 GPM AT 60 PSI COVERAGE WILL NOT BE HEAD TO HEAD FLUSH VALVE AS A POP UP INDICATOR, REFER TO DETAIL 6.32 0 CONTROLLER HUNTER HPC WALL MOUNT PLASTIC CONTROLLER WITH HYDRAWISE PUBLIC kTE -PER SPRAY LEGEND - DOMESTIC WATER SYMBOL DESCRIPTION MANUFACTURER PART NO. NUZZLE PATTERN FLOW RADIUS PRES PRECIP SHRUB POP UP SPRINKLERS a MICRO BUBBLER RAINBIRD 1812 SAM PRS XBA-1800 WITH FULL 0-0.22 0 - T 30 SX3460-425 -- ----- -"-"- --- BELOW GRADE WHITE CLASS 315 PRESSURE MAINLINE FOR PIPE 2" THROUGH 3" PRESSURE WHITE SCH 40 PRESSURE MAINLINE FOR PIPE 1-11T AND SMALLER MAINLINE ALL PIPE TO BE SOLVENT WELD- REFER TO TRENCHING DETAIL FOR DEPTHS COLORED MAINLINE INDICATES INTENDED TRENCH LOCATION TO ALIGN WITH SLEEVES AND AVOID UTILITIES AND TREES IRRIGATION EQUIPMENT LEGEND SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION ►� GATE VALVE NIBCO T-1 13-K IRR BRONZE WITH CROSS TOP - LINE SIZE UP TO 3" ib CONTROL VALVE RAINBIRD EFB-CP-PRS-D SERIES PRESSURE REGULATING CONTROL VALVE CLARIFIES HYDROZONE LATERAL PIPES AND ARE SHOWN DIAGRAMMATIC ON THE PLAN REFER TO PLAN FOR SIZES HYDROZONE CONTROL VALVE RAINBIRD EFB-CP 1" BRASS CONTROL VALVE WITH RAINBIRD PRB-QKCHK-10D encroachment permit from CVWD. DRIP WITH 200 MESH STAINLESS STEEL SCREEN AND 40 PSI PRESET PRESSURE -------------------- Water M went Department REGULATOR @ QUICK COUPLER RAINBIRD 444 -RC 1" QUICK COUPLER WITH YELLOW VINYL LOCKING COVER RAIN BIRD XFSCV 0912 SERIES WITH 10' CHECK VALVE - -- --- INCLUDE TWO (2) RAINBIRD 44-K KEYS WITH SH -1 SWIVEL PER CONTROLLER CD STUB BLACK RECTANGULAR WIRE SPLICE BOX @ TREE IRRIGATION THREE (3) RAINBIRD 1806 SAM PRS POP UP SPRAY HEADS WITH 5H -B NOZZLES COPPER STRIP FLAT GRADE AND PCS 040 ORANGE SCREENS (b PALM TREE FOUR (4) RAINBIRD 18W SAM PRS - POP UP SPRAY HEADS WITH 5H -B NOZZLES IRRIGATION AND PCS 044 ORANGE SCREENS 0 FLUSH VALVE 11T PVC BALL VALVE FOR DRIP SYSTEM END FLUSH COOL DOWN RAIN BIRD 5504 FALCON WITH NOZZLE #14 INCLUDE A RAINBIRD 1812 SAM PRS WITH 4 -VAN NOZZLE SET TO 0° AT EACH SPRINKLER PROVIDES 14.0 GPM AT 60 PSI COVERAGE WILL NOT BE HEAD TO HEAD FLUSH VALVE AS A POP UP INDICATOR, REFER TO DETAIL 6.32 0 CONTROLLER HUNTER HPC WALL MOUNT PLASTIC CONTROLLER WITH HYDRAWISE PUBLIC (PRIVATE AND PUBLIC LINES LABELED FOR REFERENCE) WEATHER BASED CLOUD MANAGEMENT USING WIFI PRIVATE SANITARY SEWER LINES PER CIVIL PLANS INCLUDE HPC 400 BASE MODEL AND (1) PCM160016 STATION EXPANSION PUBLIC (PRIVATE AND PUBLIC LINES LABELED FOR REFERENCE) MODULE FOR A TOTAL OF 20 STATIONS, EXPANDABLE TO 32. CONNECT POWER AND GROUNDING PER LOCAL ELECTRICAL CODE 8 RAIN SENSOR HUNTER WR-CLIK WIRELESS RAIN SENSOR AND CONTROLLER INTERFACE -- ----- -"-"- --- BELOW GRADE WHITE CLASS 315 PRESSURE MAINLINE FOR PIPE 2" THROUGH 3" PRESSURE WHITE SCH 40 PRESSURE MAINLINE FOR PIPE 1-11T AND SMALLER MAINLINE ALL PIPE TO BE SOLVENT WELD- REFER TO TRENCHING DETAIL FOR DEPTHS COLORED MAINLINE INDICATES INTENDED TRENCH LOCATION TO ALIGN WITH SLEEVES AND AVOID UTILITIES AND TREES L5345fi BELOW GRADE WHITE SCHEDULE 40 SOLVENT WELD PVC - 3J4` MINIMUM accordance with California Government Cods, Section 65591 et seg. requiring efficient las►dscape and 'irrigation design in cooperation with the LATERAL LINE REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR BURIAL DEPTHS µ MODERATE COLOR LOW HYDROZONE LATERAL PIPES DO NOT CONNECT TO MODERATE CLARIFIES HYDROZONE LATERAL PIPES AND ARE SHOWN DIAGRAMMATIC ON THE PLAN )NE4a HYDROZONE and USBR easements or Right -of --Way without fust obtaining, an encroachment permit from CVWD. TREE IRRIGATION WHITE SCHEDULE 40 SOLVENT WELD PVC LATERAL LINE -314" MINIMUM -------------------- Water M went Department LATERAL REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR BURIAL DEPTHS INLINE DRIP RAIN BIRD XFSCV 0912 SERIES WITH 10' CHECK VALVE - -- --- TUBING 0.6 GPH EMITTERS SPACED AT 12" O.C. WITHIN TUBING BELOW GRADE INSTALL RAIN BIRD TDS-050 TUBING STAPLES AT 4' O.C. COPPER STRIP ALL FITTINGS SHALL BE HUNTER PLD -LOC X 17MM BARBED SERIES ALL TUBING TO BE SPACED 12" O.C. INSTALL 3" BELOW FINISHED GRADE REFER TO DRIP DETAILS 5.01, 5.12, 6.13 FOR INSTALLATION 14 COOL DOWN RAIN BIRD 5504 FALCON WITH NOZZLE #14 SPRINKLER PROVIDES 14.0 GPM AT 60 PSI COVERAGE WILL NOT BE HEAD TO HEAD ow-wr nw-Pvr- PRIVATE DOMESTIC WATER LINES PER CIVIL PLANS isw.eM Dw-cw-n- PUBLIC (PRIVATE AND PUBLIC LINES LABELED FOR REFERENCE) I PRIVATE SANITARY SEWER LINES PER CIVIL PLANS ss -a'4-0 PUBLIC (PRIVATE AND PUBLIC LINES LABELED FOR REFERENCE) L5345fi l H 0 U S T 0 N T Y N E R Architecture Interior Design 2630 5epulveda 131vci. Torrance California 90505 TEL 310 32G-3050 FAX 310 32G--8805 b u r t o n Landscape Archltectur9 Studio i 307 S Cedros Solana Beach Ce 92075 858 794 7204 T 858 794 7207 F www.burtorr-studic.com i i RcraiTFCr. Sj�rF AlQiV Vi m.a�y.µ� v I�WIY. -0, 23 Jul 24 ry'� 04.e� d9a pgl 'Ole - 31 D"to Burton Project No. 22.090A ❑ La Quinta Resort & Club 49499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Landscape Irrigation Legends UwOnOl These pians have been reviewed by the Coachella Valley Water District in 1 T.: accordance with California Government Cods, Section 65591 et seg. requiring efficient las►dscape and 'irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USER right-of-way. Trees, plants, walls and �t permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of --Way without fust obtaining, an encroachment permit from CVWD. Date Water M went Department CVWD Plan # lopnfent Services ent C l H 0 U S T 0 N T Y N E R Architecture Interior Design 2630 5epulveda 131vci. Torrance California 90505 TEL 310 32G-3050 FAX 310 32G--8805 b u r t o n Landscape Archltectur9 Studio i 307 S Cedros Solana Beach Ce 92075 858 794 7204 T 858 794 7207 F www.burtorr-studic.com i i RcraiTFCr. Sj�rF AlQiV Vi m.a�y.µ� v I�WIY. -0, 23 Jul 24 ry'� 04.e� d9a pgl 'Ole - 31 D"to Burton Project No. 22.090A ❑ La Quinta Resort & Club 49499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Landscape Irrigation Legends UwOnOl Grand Hyatt Indian Wells Controller Number Vahe Number Hydromne Number PlantType(s) Irrigation Meihad I Hyrdo7nne Area (Sq R} %ofTotW Landscape I Area A 1 14 Low Water Shrub Drip 566 12.78°/0 A 2 TREE Tree I Micro Bubbler --- - - - 0.00% -TA-- 3 - mTREE Tree -_-- Micro Bubbler - - 0.00% A 4 3 FauxTudWashdown�- l Rotor I 0.00% A W A 5 - 8 9- TREE High Water Annual 1 Tree Micro Bubbler Mic€o Bubbler , 0.00% 0.0096 A 7 TREE Tree Micro Bubbler 0.00% A 8 13 Mod Water Shrub Drip 382 8.32% A 9 14 --9 -� Low Shrub Water w L vii r h High Water Annual - -- Np Micro Bubbler 785 300 �o 18 29,6 $.8996 A 11 TREE Tree -- � Micro Bubbler 12.146 I 0.00% A 12 3 Faux Turf Washdown LlotDr 0.00% A A A 13 I 14 15 14 TREE- 14 jLowWater8hru4 Tree Low Wale r Shr u 6 Drip MicroBubbler -Drip 741 1,09& 17-03% 0.0096 25.19% A 16 13 Mod Water Shrub Drip 420 ' 9.65% A 17 T REE Trete Micro Bubbler �- 95,623 O.OQ% A R 18 18 T REE - 9 Tree IighWater Annual I Micro Bubbler Micro Bubbler _ 80 0_00% I 1.84% 25,484 - Total: 4,351 1 QO.iXi°�6 MWELO WATER USAGE WORKSHEET THE GROVE CITY OR WW LA QUINTA REFERI KE EVAPOTPM RATION (ETo) 58.00 LANOXWE TYPE CM TOTAL AREA (SQ. FT.) 4,351 {ACRES) alo ESTIMATED TOTAL NIATERUSE 53,253 71 SPECIAL LMDSCAPE AREASLAT TYPE LANDSCAPE AREA (SQ. FT.) LANDSCAPE ARU (LA) PLANT TYPE PLANT FACTOR (PF) j IRRIGATION TYPE IRRIGATtON EMCIEKY I QE] ADJUSTMENT ESTIMATEDiAE4TER ESItMATEDWATER FACTOR (FfAF) USE (UiLOW USE jHCF) HYDROMM Iia. iMDSCAPE AREA (S4. FTJ PERCENT PLANT TYPE ptANTFACTOR (PF) IRRIGATION TYRE IRR OATIOR EPFFCIENCY pE) ET A6JUSTIIAIAir FACTOR (ETAF) ESTIMATEDWATER USE (GALLONS) ESTIMATED WATER USE(HOP) 1 _�__...._ - _ --- - - - , SELECT - - fTWU{h] = IE I z- - - -SELECT ------ 8 380 846 ATAd13AL�HIGH WATER USE 0.8 DRP EMITTER 90% GM 12.146 16 _... ._,...___.. _...._..__ O2µ ..._._m. -_�w..._.-__ _...__•- __ __._.._...._....._^ .......__.........._ ----_,_._..v_-F.....-----_.. � _ 13 782 16% SHR(A - MOD WATER USE 6-6 DR EMT ER 90% DM �- 95,623 A 14 1 3,189 73% SHRUB - LOW WATER USE 0.2 DRP EMITTER I 9D% 1 0.71 t 25,484 34 TOTAL AREA (SQ. FT.) 4,351 {ACRES) alo ESTIMATED TOTAL NIATERUSE 53,253 71 SPECIAL LMDSCAPE AREASLAT TYPE LANDSCAPE AREA (SQ. FT.) PERCENT PLANT TYPE PLANT FACTOR (PF) j IRRIGATION TYPE IRRIGATtON EMCIEKY I QE] ADJUSTMENT ESTIMATEDiAE4TER ESItMATEDWATER FACTOR (FfAF) USE (UiLOW USE jHCF) RECYCLED WATER SLAM VJMJMAPPUEDWATERALLOW4NCE - THIS SPACE WENTIOHALLY LEFT BLANK PER CA MWELO, 2016 TOTAL MAXIMUM APPLIED WATER ALLOWANCE ACTIVE PLAY 64 -- EE3�LE GkftDEH _�__...._ - _ --- - - - ---------- - - SLA TOTAL (Sri FT.) (ACLS) FORMULAS AS REQURED BY THE REVISED 2016 MODEL NATER EFFICIENT LAINWCAPE MNANCE. V MRFAS: MANA = MAXIMUM APPLIED WATER ALLv1AED ETW {hl = ESTIMATED TOTAL WATER USE FOR EACH WDRO NE (h) LA= LANDSCAPE AREA (SO- FT.) ETo - REFERENCE EVAPOTRANSPIRATION ETAF - E1' ADJUSTMr:KT FACTOR 0-45� 3 L - SPECIAL LAt=CAPE AREA (SQ. FT.) FOR ACTIVE USE AREAS PF - PLANT WATER USE FACTOR IE=1RMGAT*N EFPCIENCY SLA ESTIMATED TOTAL YIWTER USE SITEINTDE ESTIMATED TOTAL MTER USE 53,259 71 MMMUM APPLIED VATER ALLCVOME 70.408 94 SLAM VJMJMAPPUEDWATERALLOW4NCE - TOTAL MAXIMUM APPLIED WATER ALLOWANCE 70A406 64 EM,c MALAWI YES I WAWA = ETe x A2 x [(LJI x ETAFj+ SLA x (1-ETAFyj i LA x ETo x 0-62 x PF fTWU{h] = IE I LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST pmjerAsw LaQuftRood and Club - The Gmve Tractor Paroowmher. 2WA-4 pMjed A sacs parcel Nwrbar V^P 66&460.0571868-160.053 PMjw location. Le Quints Cafl rw LandwapsAmNlectlLroomDesignerUntraftrand Nme&WCanla khmadw: ftzrconwn 29628 Santa Magma PaftaY. Suite 200, Randc $onto Margarita, CA92688 Office Phone: (9491635-( 474 IndudW Ict this pied subrn ttai pe*w are: (Check to indWte MIP1 00 X 1. WaterEMdentUrdsWeWori�hsO(AppendixB) WATER BUDGET CALCULATM (Amertft DI x a, Ma r m Weed WaterAibwam IMAM): CwvanfwWUndscapm 94 McubiofwVywr + Recreakmal Tutu= LamWaW _L 100 rxdk feallyear Mo4mumAnnuelA *W Water Aibww.94100cubic fe� _ X 3. I�ToW Wabo Ussby aty� Turfgms Hydmwnes: 0 10D cubic %eifyear Very Low Ptsat ttpdom w. WA 100 artist feud e r Law Pfara Ilydrn7nrree: 34 1 oa Omit vwum plant Hy&owii 21 im mac feet w Rgh Plard Hydro Rr . 16 1 0 eubicfdyear Water Feabues: 0 100 rtlbic %%year O111er D 100cublc**wr f31imatedToffWater use: 71 100cubicfwLt ear X 4. EATAWU - MAAWA PLAN SETS _ 5. Landawpe Design Ran ]( 6. htww Deww Plan x 7. t3radng Da4p Flan & Self ChemicalAn*sis (q* n* agree to mrrrpry wkh the reoremerris of the water dkkA landscape ord'hmm and w0rn4 a mrroeta Uw6cape Documenldon Package Data: D711412{32 i Prepared by. V&W Corwem COACHELLA VALLEY WATER DISTRICT GENERAL IRRIGATION NOTES 1. THE IRRIGATION CONTRACTOR SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE "COACHELLA VALLEY WATER DISTRICT GENERAL LANDSCAPING GUIDELINES AND IRRIGATION SYSTEM DESIGN CRITERIA*. THESE RULES AND REGULATIONS ARE INCORPORATED INTO AND MADE A PART OF THE IRRIGATION SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. Z ANYTHING CONTAINED IN THE IRRIGATION SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME, IRRIGATION SPECIFICATIONS AND DRAWINGS CALL FOR DESCRIBED MATERIALS AND WORKMANSHIP, HOWEVER ALTERNATIVE MATERIAL AND SPECIAL IDENTIFICATION MAY BE USED WHEN APPROVED. 3. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS ONLY. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE NOTIFIED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, .THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 6. AUTOMATIC CONTROLLERS SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PLANS AND INSTALLED WHERE SHOWN, CONTROL WIRES SHALL BE SLEEVE] IN ELECTRICAL CONDUIT TO THE MAINLINE. ELECTRICAL SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. T. ALL CONTROLLER WIRE SHALL BE AWG -UF DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PENTITE CONNECTORS OR APPROVED EQUAL EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR, ALL WIRE SHALL BE INSTALLED WITH TWO FEET OF EXTRA WIRE COILED AT THE END OF EACH WIRE RIJN. 8. IRRIGATION EQUIPMENT, INCLUDING BACKFLOW PREVENTION DEVICE, MALL BE INSTALLED AT THE APPROXIMATE LOCATION INDICATED ON THE PLAN AND APPROVED PRIOR TO INSTALLATION. INSTALLATION SHALL CONFORM TO ALL CODES, REGULATIONS AND MANUFACTURERS' SPECIFICATIONS. 9. ALL VALVES (REMOTE CONTROL, BALL VALVE, MICK COUPLER) SHALL BE INSTALLED IN A PRECAST VALVE BOX WITH j GREEN LOCKING LID (MANUFACTURED BY BROOKS, CRISTY OR EQUAL). THE LIDS SHALL BE EMBOSSED WITH 2 -INCH HIGH INITIALS DESIGNATING THE CONTENTS OF THE VALVE BOX (I.E., RVC, BV, QCV, ETC.). 10. ALL MAINLINE, LATERAL LINES AND IRRIGATION WIRE SHALL BE INSTALLED IN SCH 40 PVC PIPE SLEFVING WHERE THEY PASS UNDER DIRT ROADS AND PAVED AREAS. MAINLINES AND LATERAL LINES SHALL BE SLEEVED IN SCH 40 PVC PIPE TWICE THE DIAMETER OF THE WORKING LINE. IRRIGATION CONTROL WIRE SHALL BE SLEEVES} IN SCH 40 PVC PIPE 14NCH DIAMETER PER TEN STRAND DIRECT BURIAL WIRE. 11. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENITRE IRRIGATION SYSTEM TO BE FREE OF DEFECT'S IN WORKMANSHIP AND MATERIALS BEFORE FINAL ACCEPTANCE. a. ALL RISERS SHALL BE SCH 80 PVC PIPE. b. ALL PIPE FITTINGS SHALL BE PVC SCH 80, EXCEPT AS NOTED IN DETAILS. c. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT VALVES AND ON ALL RISER THREADS, 12. ALL PRESSURE MAINLINES SHALL BE BURIED 24 INCHES DEEP, AND ALL NODI -PRESSURE LATERALS $INCHES DEEP. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL_ PERFORM REQUIRED REPAIRS AT HIS OWN COST. 13, THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED. 14. PRIOR TO BACKFILLING IRRIGATION TRENCHES: ALL MAINLINES IN THE SYSTEM SHALL BECAPPE} AND PRESSURE TESTED AT 925 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. 15. WHEN THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST TO ENSURE COMPLETE AND ADEQUATE COVERAGE OF THE PLANT ROOT AREA. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT INADEQUACIES OF COVERAGE AT HIS OWN COST. GENERAL IRRIGATION NOTES 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2 PIPE SIM SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 3. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. PER LOCAL ELECTRICAL CODES. 4. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 5. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANING AREAS WHEREVER POSSIBLE. 6. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND PAVING, ETC. 7. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE PLANS. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF WORK. 8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA EXIST THAT ARE NOT SHOWN ON THE PLANS. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 9. ALL SPRINKLER EQUIPMENT NOT DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 10. THE IRRIGATION CONTRACTOR SHALL INSTALL EBI SERIES ANTI DRAIN VALVES ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUTOFF DRAINING OF THE IRRIGATION SYSTEM OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 53457 L RECOMMENDED MINIMUM MAINTENANCE SCHEDULE; MINIMUM RECOMMENDED WEEKLY MAINTENANCE SCHEDULE DURING PRIME GROWING SEASON AND PEAK USER DEMAND TASK • CHECK ALL IRRIGATION EQUIPMENT AND ADJUSTIALIGN AS REQUIRED • INSPECT ALL LANDSCAPE AREAS FOR PESTS/PATHOGENS • WEED ALL SHRUB/GROUND COVER AREAS AS NEEDED. MINIMUM RECOMMENDED MONTHLY MAINTENANCE SCHEDULE TASK • INSPECTIADJUST TREE STAKING AND GUYING • CHECK AND ADJUST ALL IRRIGATION EQUIPMENT • FLUSH DRIP IRRIGATION FLUSH VALVES • ADD DECOMPOSED GRANITE AS NEED AROUND PLANTING. MINIMUM RECOMMENDED YEARLY MAINTENANCE SCHEDULE MONTH TASK JANUARY • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. FEBRUARY ■ PRUNE LATE WINTER -EARLY SPRING CYCLE TREES AND SHRUBS. • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. MARCH • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • FERTILIZE ALL TREES AND SHRUBS. APRIL • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • ADJUST IRRIGATION RUN TIMES AS NEEDED. MAY • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • PRUNE LATE SPRING CYCLE SHRUBS AS REQUIRED. JUNE • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. JULY • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • ADJUST IRRIGATION RUN TIMES AS NEEDED. AUGUST • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • INSPECT TREES AND SHRUBS FOR ROOT PROBLEMS, PRUNE, AND INSTALL ROOT BARRIERS AS REQUIRED. SEPTEMBER • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • ADJUST IRRIGATION RUN TIMES AS NEEDED. OCTOBER • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • FERTILIZE ALL SHRUBS AND TREES FOR THE FIRST 3 YEARS. • PRUNE FALL CYCLE SHRUBS AS REQUIRED, NOVEMBER • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. DECEMBER • INSPECTIADJUST IRRIGATION BUBBLERS AND EMITTERS. • ADJUST IRRIGATION RUN TIMES AS NEEDED. Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water Distriet in accorda=e with California Govei=ent Code, Section 65591 et seg. requiting efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD WD Staff does not constitute approval to encroach into district and USER right-of-way. Trees, punts, walls and permanent swxtures of any kind may not be planted or instar in CVWD and US$R easements or Right -of -Way without fust obtaining an encroachment permit from CVWD. Waterjiv�nagement Department t� J �f J elop ent Sere em H 0 U S T 0 N f T Y N E R Architecture Interior Desicln 2630 5epulveda Blvd, Torrance California 50505 TEL 310 32G-3050 FAX 310 32G-8805 b u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 42075 858 784 7204 T 858 794 7207 F www.budon-studto.com �crt ITecr - fi � n V � r rt .i, c� MaSthew V. z No. • �� 23 JUt 24 ry'7 P �1a +ta t a�0"0 -31 01"o Burton Project No. 22.090A ❑ La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Landscape Irrigation Notes and Calculations Uw0w02 . .. .............. ..... - .. - __ _ _ I _ ______ __.___ — ___v_ _____-. _ _ _ . . ! __ _ I 9 >� , I .......... ._ - - IT C _ .. ........... .. .... _..._. ... .., I........---_ - _ _ - 1 a ,,. i A2 Q'�_" 1-112^ 28 . •-- � ,_. SF_...SYIVTHEI1CTLiRF._...�.. \ J .._..r._...-... 55•C}pAD...._.... - 55•GUAC-'---'-'-'-' S11-VAIJ-,....---'-'- 53•C1Aq] ............__ &C , ..-...--- - -C v ....-..._.. �h ....._...__..- 1M ..- CC_L•5 [].__..._...-, - -- - ----'' r5$"iD :-- $5'U�Y'RC - ' -.: e .. .:.._::. s""„'C'Y7V?f3'•-.. _:. S£�idltC-:.,... "..w`"1 -1C :'0': ...- 5°:•CVVD ......_.... 55. ft'J ._._._...._... ggC \ Sr .A'4Y7 SS �1,C S.G.CV C SS.0 JC hN SS•CV'.ilfJ ---'- SS•C4�4`irJ ---. S^rCV4Y3 ...- A13 '+�4'9il =- SE-^.---.....:�ASI�a�1N A1Q _- �I.�-G,lal3 LF`.,�3 SSt,VNO------'-- a5•ll'1'I'C ...---' •-- SL•YYIll ----:-.. _.... •... \ 300 5F 2 / ` I 1" 3 741 SF 1" 12 k " A14 14 U.80" A ll 9 0.60' a A8AHi70tdEU CNh'D 1 IR" 37u � WATERLINE i i � _ Avenida Fernando ' A nr .]F SF N3ANppNFS} x v SEWER LII11 .. ....... .. .... ..... . .. ......--. ...._.. ._._.._ ............ .--'---. ._.. _. Limit a# .Work. _ _ __. _ . - - ' o ..... ,� P a .. .. ... ... . .I... i ... fir rrrr dr I 111Ee'lerrr 111rrrr111Fr .. ......� ..... _.... " 1'rErE#1ErErE#rEr�rrrrErlrlrrrrrr�f�r�1�1'E�lrrrrr'r'Ir�r.............. ....... _ ....................... . ' s �. .. -' _............ - - - _ - ��aa r S --. 4 '., i' .. © � �- ... �..�. �. ...,..� .._.-,.'� �. .... ..r .....-r'_,r....... - ......r�i......,,,vu• .. ",rt.r .ter•..•'- .......•-.�_r....--„'•�,......-„^",�-,: ..... .....----- Q /� r I .....---_ ....•__ ...... _...............__... __....... ............. .............. _. .-^J� _....._. _.__._._. ............ ......_.._._ ._..._._._ . �....._.............E.5 %' .. _.._.... V , .. _.. ... - - r _ _ _ _ w r , c 5 <* C 1 `\� I C7 C? ` C? �. <:Y: ' , . _.. C? CJ �CJ ' O "7 I ICy G? C? 7 G}/ C C ��-aC�—' �- 1 - 1• # o I� 1 I { -�-} Yom} y{ ! �-•-� .T- , I �� / # i1��4 6 6 O 9 O G O ` . 1 • G O 7 7 • _ 4 ! .....:.�?;r', r.'P�';�,.- , r'sY 1 I ;5 ❑ v/ � vvrly �P n0 o i' ❑�\ a - L �-- L rr \.. :vv'.� '.S'; [ t . ..,' y.. y.r. N- - L----WaJ L L r a G. �y G o L -�0 1 ` + # - r? ■ Q -O V ; r•: ::t` ,.... y - -p- .r. , \�•;,' %1 �� '_'' }%"'''- (l�j O . V� [ IO `�- C} O ° -Ci. _. L7 C.? `�6 ■ '.r`.• •� - �., ��>.ix :-iJ 'J�� _.ia 6 O: S.,�i ,�� )r_). /'� [}' -Ca• / L.,_ a: ff l •� rt f'” 7 a ';, r rte'.' ",' '` A9 �k`\ C, i ..•.,`'�� =fir " ! o', I w • V / I-li"`- C7' C ' .� ,r-'• O O O G .C� O C O' ✓* : . � .. .. .- .- . . z7 �\ A . J :. r . , iFZ ` G'7P'iX t7 Tr- . i n)i r .. 17r d T {I1b Cf II JC- CL' c� - �� D ,1 ?M1 L AT5 W o� GbooD 1; I ❑ o ,' `. 1' 4 1 SF [�88 G> }} .� Jin i' 060" l �Q =/ / li.^� 14 /i : ; �r A1B . . I 1 1. r; .i: T 1` 1 424 SF ! / 1❑ G r� �'� Jv > I �ti' jf ,.h.y E` �n 13 ° - I ,. z:%: s >'; i w > r`' % ly C) � 7 D O L• Qah... i'.'11 ) I >';" �� y y I •a. Q �! I c ,V i L, r< , 11 83 VRC S8_11_06n i ;1. 1 CJ rr 'l. :t I..,-" , !'- o '1 9 ._. •, <, }❑-' ❑ may. . ,'X.4<"- . i` -- lQI 11 ` > � I I!C rI o� • P ' \ I a I 'C- --Ci {` JI ❑ p A17 : \ � I ❑ - - 1" TRE - ^I F. ' 1' /�f ❑ ' :'. - j r` 1 ° '- it 10 ,. -Fi I. ^. •:S_ ,t 15�_ 0 ''d'. - rr, ' J' Y .1.'�.r.c'J {G >. - 1 ;::; :•. . 1- r, G� 7 \ ;y 's A19 '. y -11 "� > , ,. ❑.. , 3.19" ��'>, ❑ 9 I u, y: . .._ .' ! 'r! o. I , y 1❑ o I 11 ;r -- .. ' S$__MD .. ........._.. 59r',!'s�d3 --'-/'. ; O� O. ►� ,w k n I' o ■ I i4 D 11 R • G, Iv . O r \ - ' ,I - 1 ;i >: Q t:`":„ l T4 :I I ❑ E <1'' 1 moi,% j4{SIJ'` /�.' kk :{"vii/. O ° y, O <.<,r �' r �' 1 i 0 0 f.s. r 0 s ?•�' €n , ,'X.y I \ `.`r ,' ,r.,. . `Qv " siti.: , w' �.r� t : L./ I � «y i I w C3 O O O ..:): -' i7 _ i I r-_-.01 �i - t \, . a Y -? 4 >s: , ' . ' • ! .; y .- y. � ris . :t�: �)i�,� � `,. .r (4) T (4) 4" (2) 3" _ 4333' (1)6'+(2)4" c' (1) 6" + (3) 4" > - �> _> r - '- i r %}' V 1. !, /' i i' l r• ++ r' . , '1 '-V ' "J f// - ' J// / ru r; T: Vii' v S'>^ ,S , INSTALL 5 KLERS AT ! ,l1 r� .?' `; CQ RNER CF SNRU6 PLANTER � a= :11 . v.''=; OUTSIDE FAUX TURF, TYP. � ;"'. �:':;:;.r:r' / • r r L":T . ., r.tyy'.., ` y?,r '..4 ,'.� 1 .- �,,; ': ',? z': 1. . r r ✓a: `f� �1 r. .. ti ft . A; . a' ,,;'.°tti, j`r>', . � fl .., Tr� . T :r'r ::4r ;, ] SYNTHET1T i J• �- r,. T :r .r rf . ' ' .' %'.c ��I.. .. , -I } ., f ``; �r A. P ® "%'r. .i, �r i . L._..__..._y! J::' J,. . /.n �1,' - IC '. f' .1 .. I I . x,;, r1. �_ '�, -%, ,-%-, ,,, ., " '.' /\� ' . . / . - I -� � .11 , . . ..� '. . . . .. ., ;�" . I .� ��.. --�' �' �'. � � , , .1- / '__ i L / 1 '�! . . " . 1� �'-"' r , ' , ' v, . . n., .� ;'_' . ,;. . I I I.' ,'. � ,;:, ;, .. ., ,. I. •.... ., 1r h'I, /i -" r , .- , I I .- I <. I 4 , -, , - --:�' x'�.� "c.� . . . . . . . . . . . - . .. . - - - - , - U_ , . �: , , , � .: <i. � �'%" �'. ,.:. . . . . . . ;-, , � . t. '�" 'z�'�' r , '7'� , 'N' '.'� I. ., ,,, .' _'�. I., �_ le � .11 I.,. , "'.1 , �. . \ ' I � I '•'' " \\ ..� :� . - 1 5 1 " . - j i I -- ' \ r . � " �--- � „l. �.<. ' ." /. r' ' , . I . I � - I , �_"' I - "I �' 'z' �'f �' r',1: ,;el :. l' t. . . I. - 1/ N. - --- ------ �_' �.' 1 t / — __ . __ � . s I T4 .\ . I ��\ _�""' ".". � %L .� ' r T4 I. rr-Y'r . > rY: • r P P 0 o - r� P o t o ,ti<: l: ti ': :v, ti. J Y , r. ;r 11 "i f", - . r, �j�""�'�!...' .. ' I, . / �� ':_ 11 �%�'7 ��_'_�L' , , ' . fir. 1'�r ,/ t. n .... � �"�. I I , � y: . ; .'.T r • . . '�_ , '. .�\.:. I').'� I '�� '; ;; . .�.. .1. '� , , ;k ', . � -, ."�X.:��pr"'.' �'.. �'� -- � w ffinr T.: iJ"'9y'c , ,..,: ,.•.,...' . ,. <.I x� r l• , c _ -r �' •rl �k 1. r,ry cci.1.rr. - </:' •.L.Y_'i"ro'o',�Yrl�Y. . *`r'. LI i If f I 14 I A$ L s Do D D ! ,' I I 1.1 , 362 SF - I 1 4AT y •` ' r� I / ' .<:I't I ,. 1.;:;' �I I >, 1 y/ ! „r. t:;r 1:, LOCAs LATERAL IN SHRUB I ! ;:,�� 7F'yl`?::� %� i PLAN R T. I !1 I , Y w i I F.? J �Y` I %' r r• I %. I 1 I' l I T': I 1 �' w I, 1 ;, , ,iy',y -© �` a A7 ' i 1 1 __ = I ' r c' 1� T 5 $F rr' g 5: - 1 �I � ' , A6 I I , w I! .I Ii �I iii 1` 11 - SF 2:. M ■� _ . ai. ?RE _ fw <; 1. I T .-.C. J J I !' A5 r' I' t_', , IS I !! . 1" 8 &15F -- , 9 1.80' 1 - - I jjj ] !1I ,/•.I•' % -✓ EVENLY SPACEi7R�R06NS ROWS"/:,- '.'. 4`. AT 4 �S t': 8" elf' - Q :i #'' ,. a'; zr 'l' . b ty. r w v tr PUSI.fE tlErl C - r_r'ENM � Al ' �I ' I ai C. /M 1 } i y_.K f {jf[ r' F ': . F '} I 4 F �y`v - •- . I I { YY _.r til !' I..: F r , w 1, ? - I 3 !r r�� !'' yf I Q x _I 1 c- '1- , L -i 3 -.: 3 1 ! l 11 I I , r m s LT --� 11 I 1 o 1' .'l __ __ -, ` % • .. !• r 1 r I / Y! '' C J y, .l'' ✓. i } n �i }' t T ' <. 1 r fV G` w ''Z� _ tis. I f � Y J F"' I i t. �'" I: I :J o '.i';T' ✓, y<. I .: ` ¢ h f? / 1d ,rr i^f: I 5 .. 4 ' . I - -' s � s -CVM " ;s_s'cvo '-"-'---„ a I �' I OG O L]... I I i I b I w� n r r ��) & G ! S� ,.5. e .S I �� !'= ,rte ,�. �. �..t'.:' o Y:..,. i - ;:#=i# "r:. , -*.mac 1 - v I F :` ! I `' l P■ O I D O /! CO) P Dr r P I f{ 1 , �:'r :. lJ 1 I1 ® i ,-.�w.?•:i...-,i�->' ._': _'+a .=:.j=i_• --- ® '� P o E _. Y,r I M - ,� - - - - �.. _ y, Iq x t ... G r :•': � � 3 ; '°' - - yam_ - 1� 1 F 4 r i .., .fi o E / .1 ..,,Al .,... ':- ' • .'.V - :1.>,). ::-i,:.�.Y.i`;'� ):'' 4 y - ;.l'' rj II - 5F c!<., -G-- { 556 SF y..,.,r:<; -...1 TR - _ I O - / A2 r ❑ a :< �" i NEW Ct>tFI}ZOLL R'A %14 j; `% .. 1. - �` 1.N 11 '`' WALL'i OUNT0.8AMPSAT � ` �') �' ?:S`.:: a _ SF �L I I � tl � C» G CJ G7 � � Q s \ e ' 110 VAC � ' SF SYNTHEi1 RF _ ' __ -° ,; 4 ;`, TRE 3-1C1" 28 �• - ... _ .: I i € ? }' - Ei WASHD L f.;.. rT r v i L ..T' V �/. `N ter. -''r 4• i ; I� f"., € n ;, i I w § II I as ti ~-T .,: ,.......... �; P i .-_ ...__ r. 'v a I 1 w ! 'I . , ,T I ... ".' - I _. '. '. �.�'//' , . .. I - 4 4 11 I/ k y y., . /.. . . r I.. _._......._ .....,..�_._ ....^_�...._� ...._._--_ r• .�.... 'TIE IN % Td 1 I TO E]SISTA3G \ .,. r. ... _ . .. _ ...... .... r ... .. .. ... ... , _ ... l: .. �' � � C - . "i ;;� . Y _ . �' I / / "I I � — — - ...... .. �� , , - �'�'L'.-.�--_ - " . — j, .- - - __ —.- +-. - L1_ — — — I ; I � \.;�.". ': \ / / ' - < ,• Y� '•TI•�_�41W . � 11 �' , t- --- — I � I . e :. .11''.x' -r :y r I I E VVNI,iCLI C1VaTPR] \ r r' j �, . ;°S , ,.I/ A f:;', .,.'"':'1>, ))% , PLAIdTUATERIALTd / wA I . /'; ';` r ;: ,; ,. .:.., .. NEIA1iJRIPlJItERAL►AATH \ / - + - - i .- z . r". ^'�7';'; y'%; :' is Y' : 1�- v / r > .: _ i .' i'' s �I USING EMITTER r' j l,� .�, ' y,r, r:i.i'. .!:. '.Y. ,Y. ,r, .y-.�;y: r7-ir :✓�.^i' i 3 S`', r' r i ' ',' v. " - I � I . ' : SCHEDULE ON SHEET :' Lr Y - w u.: r \. / , I \ f - - _. _ 1 f it r _... : / i r E#�• rir��l Ei fiI /�r�r�lEi'� [[ I I � � � - _ .s. .," / i . //' Limit of Work / / / ,/ ;� I `' 1' I : . - - -- %- : i ; -, -.... r. �. 4 ' i , .._..'..':. �:'..'.�:..'::.'.. '.� ...ter=.."`T:".F _�- 'm" � �•'� ,. , .,.. ....... .. .. -.. .._. '- 1 9i f / / / ' �k rrlrrrrrrrrsr�rwr�l�r�iwlwir�r�r�rrrrrerrrrrr�r shaalll r�r1 res r '' / .. . / �r t .. I / / I ...._...._... '..........................._.......,...__. .. _........ : / , . ..y . . , , ./ / �' % ..... . . / !, r / r . ... . . - r; L53458 LATERAL PIPE SIZING LEGEND NO 112" PIPE PERMITTED 314" MINIMUM 1" 9.19, 1.112" 2" 2-112" 3 SLEEVE SIZING LEGEND REFER TO IRRIGATION LEGEND FOR SLEEVE MATERIAL. REFER TO DETAIL FOR BURIAL REQUIREMENTS (2) 2" (2) 4" (3) T (3),P (4) T (4) 4" (2) 3" (5) 4" 4333' (1)6'+(2)4" (4) 3" (1) 6" + (3) 4" (1)8'+(4)4" GALVANIZED SLEEVE - TO BE MINIMUM 2X DIAMETER OF PIPE OVER TERRACE DRAIN SLEEVING NOTES IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE SHALL BE SLEEVED UNDER PAVING. • SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE SLEEVED. t PRESSURE MAINLINE SL VES SHALL BE ACCOMPANIED WITH A MINIMUM 2" I SLEEVE. WIRE S E EV E • SLEEVES TO EXTEND MINIMUM 12BEYOND PA VING. PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING THE SLEEVE. + IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY HARDSCAPE. + REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR SLEEVE SIZE MATRIX CVWD NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND 1 OR BR D WILL O B RESPONS BL 115 EASEMENTS. CVW NTE I E fOR DAMAGE Y U I M N I L I OR REPLACEMENT 01= AN S RFACE MPROVE E TS NC UD NG BUT NOT LIMITED T4 DECORATIVE NE CONCRETE LANDSCAPING, CURE GUTTERSIDEWALKS, PLANTERS, GATES ES AND RELATED EMPROVEIutENTS ENSTALLED WITHIN CVWD AND 1 � USBR EASEMENTS. NO TREES SHALL BE INSTALLED WITHIN 15 FEET OF A CVWD AND 1 OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND 1 OR USBR EASEMENTS ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD1S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAYAPPLY PER SECTION 3.4 OF CVWD'S DEVELOPMENT DESIGN MANUAL. These plans have been reviewed by ft Coachella Val -ley Water District in accordance with California Government Code, Section 55591 et seq. requiring ei%ient landscape and irrigation design in cooperation with the ` local governing agency (City or County). Approval of this drawing, by CVWD Staff does not constitute approval tv encroach into district and i35BR right -of-way. Trees, plants, walls and � . I � % .1. .. permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -0f --Way without first obtaining ars encroachment permit from CVWD. — g�/ i ip 1 2vz,s r �MJA_P_ V14,J_Jk—L Bate Water gement Department CVWD Plan # /111�Dev`IoXwnt Services , teA T Y N E R Architecture Interior Deelc3n 2630 SeI' B ulvecla vd. Torrance o ante California 90505 TEL 310 326-3050 FAX 31 a 32G-5,505 b u r t o n landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-stud io.com I ea Ir h 4 W z O W ;U ❑ Nlatttslaw Y_ cL x i No. 58 � & 23 Jud 24 o date tia �ar❑04 . 3} oc,4-11 Burton Project No. 22,090A iU La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grave Renovation ET 1"=12►.s" 01 I_ 12.5 2MENRENNNEENIM 5 J Landscape Irrigation Plan Limil B.01 4 F: BLACK W ROUND VALVE BOX,0 314 CRUSHED GRAVEL, IT DEEP `:! LABEL PER BRANDING DETAIL 2 DIRECT BURY VALVE WIRE(S) WITH 24 INCH BRICK SUPPORTS, TWO (2) REQUIRED 0 EXPANSION COIL SCHEDULE 80 PVC S XT ELL WATERPROOF WIRE CONNECTORS, 3 REFER TO LEGEND 6 FINISH GRADE T" -�`Q 4 2.611 PULL BOX - DIRECT BURY WIRE NO SCALE 0 CONCRETE THRUST BLOCK - POURED IN PLACE I PRESSURE MAINLINE AND FITTINGS 0 PIPE TRENCH I UNDISTURBED SUBGRADE 3.211 THRUST BLOCKS NO SCALE NOTES: CONTRACTOR SHALL FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS FOR SIZING OF THRUST BLOCKS. THE CONTRACTOR SHALL PLACE ADDITIONAL THRUST BLOCKS WHERE NECESSARY TO PROTECT FITTINGS FROM PRESSURE OR FLOW SURGE 1 - - .!'€� ill• 2 2 � � SCHEDULE 80 PVC S XT ELL 3 3 T" -�`Q 4 [ Q j 3- BRASS NIPPLF, INLET SIS j'j 4 { �) 314" CRUSHED GRAVEL, IT DEEP 12 in 1 5 6 7 8 9 13 g 7 $ 9 V..,b., MAINLINE TEE OR ELL FITTING WITH BUSHING TO ADAPT PIPE TO INLET SIZE OF QUICK COUPLER 14 M w� 5 3W CRUSHED GRAVEL, IT DEEP i PURPLE WATER IDENTIFICATION TAG (IF USED WITH RECYCLED WATER) � { B) BRICK SUPPORTS - TWO (2)REQUIRED SIDE VIEW FRONT VIEW EXTERIOR BUILDING WALL - VERIFY CONTROLLER � FINISH GRADE - DO NOT INSTALL CONTROLLER LOCATION PRIOR TO INSTALLATION ABOVE HARDSCAPE AREA OUTDOOR MODEL CONTROLLER - MOUNTTO WALL CONTROL VALVE WILDS WI•rH 24 MCH D{PANsm PER MANUFACTURER DIRECTIONS 7 LOOP AND WATERPROOF CONNECTORS SCHEDULE 40 PVC MALE ADAPTER - PAINT TO 3 $ ROUND W VALVE BOX, MATCH COLOR OF ADJACENT WALL LABEL PER 13I:iANDING DETAIL SCHEDULE 40 PVC SLEEVE WITH SWEEPS - SIZE AS �n1 TRANSITION TO DIRECT BURY WIRE MI SPLICE BOX NECESSARY -PAMT TO MATCH COLOR Of WALL OUTDOOR RATED JUNCTION BOX FOR 110VAC 5 POWER - INSTALL PER LOCAL ELECTRICAL CODE 2.'14 CONTROLLER - OUTDOOR WALL MOUNT NO SCALE v 1 ' STRIP WIRES APPROYJMATELY 51F FROM END TWIST ENDS TOGETHER IN CLOCKWISE ROTATION. TWIST 3M SCOTHLOK CONNECTOR ONTO ENDS IN CLOCKWISE ROTATION _ INSERT WIRE BUNDLE INTO WATERPROOF CONNECTOR STEP 3 2.501 WIRE CONNECTIONS NO SCALE g CV 0 RMH SURFACE OR VENCULAR PAVING COMPACTED BACKFILL SUBGRADE PRESSURE MAINLINE PIPE IN SLEEVE I DEBRIS AND ROCK FREE BACKFILL ;OR SAND) 3.201 PIPE UNDER PAVING ND SCALE SPREAD WIRES THROUGH SLOTS AND CLOSE CAP TO LOCK SEALED CONNECTION COMPLETED CONNECTION ZiD N NOTES 1. ALL SLEEVES TO BE 2X TINE DIAMETER OF CARRIER PIPE 2, NON-DOMESTIC WATER PIPE SLEEVES SHALL BE IDENTIFIED PER WATER DISTRICT STANDARDS 3. ALL SLEEVES SHALL EXTEND MINIMUM 12" BEYOND EDGE OF PAVING WIRE CABLE SLEEVE - MINIMUM 7 LATERAL PIPE IN SLEEVE ALL BURIED BRASS PIPE SHALL BE ••", • •,••" '0111`I 12 -MIL WRAPPING ER MASTIC .E PRIMER. - - .!'€� ill• , LU ROUND TUR VALVBRAE BOX, LABEL PER BRANDING DETAIL � SCHEDULE 80 PVC S XT ELL [3 } FINISH GRADE T" BRASS STREET ELL, INLET SIZE [ Q j 3- BRASS NIPPLF, INLET SIS j'j BRASS NIPPLE, INLET 512E, it miN1MUM LENGTH { �) 314" CRUSHED GRAVEL, IT DEEP 12 in 1 PRESSURE MAINLINE. REFER TO LEGEND FOR TYPE 13 BRICK SUPPORT -TWO (2) REQUIRED g CV 0 RMH SURFACE OR VENCULAR PAVING COMPACTED BACKFILL SUBGRADE PRESSURE MAINLINE PIPE IN SLEEVE I DEBRIS AND ROCK FREE BACKFILL ;OR SAND) 3.201 PIPE UNDER PAVING ND SCALE SPREAD WIRES THROUGH SLOTS AND CLOSE CAP TO LOCK SEALED CONNECTION COMPLETED CONNECTION ZiD N NOTES 1. ALL SLEEVES TO BE 2X TINE DIAMETER OF CARRIER PIPE 2, NON-DOMESTIC WATER PIPE SLEEVES SHALL BE IDENTIFIED PER WATER DISTRICT STANDARDS 3. ALL SLEEVES SHALL EXTEND MINIMUM 12" BEYOND EDGE OF PAVING WIRE CABLE SLEEVE - MINIMUM 7 LATERAL PIPE IN SLEEVE ALL BURIED BRASS PIPE SHALL BE ••", • •,••" '0111`I 12 -MIL WRAPPING ER MASTIC .E PRIMER. 1.70 QUICK COUPLER VALVE NO SCALE 0 BRASS QUICK COUPLER, INSTALL WITH PURPLE WATER ID TAG IF USED WITH RECYCLED WATER 0 SCHEDULE 80 PVC RISER - MINIMUM 4" LENGTH ROUND TUR VALVBRAE BOX, LABEL PER BRANDING DETAIL � SCHEDULE 80 PVC S XT ELL [3 } FINISH GRADE IQ BRASS STREET ELL, INLET SIZE [ Q j 3- BRASS NIPPLF, INLET SIS j'j BRASS NIPPLE, INLET 512E, it miN1MUM LENGTH { �) 314" CRUSHED GRAVEL, IT DEEP 12 BRASS ELL, INLET SIZE PRESSURE MAINLINE. REFER TO LEGEND FOR TYPE 13 BRICK SUPPORT -TWO (2) REQUIRED I MAINLINE TEE OR ELL FITTING WITH BUSHING TO ADAPT PIPE TO INLET SIZE OF QUICK COUPLER 14 W LONG #4 REBAR, SECURE TO QUICK COUPLER WITH TWO STAINLESS STEEL HOSE CLAMPS 5 3W CRUSHED GRAVEL, IT DEEP i PURPLE WATER IDENTIFICATION TAG (IF USED WITH RECYCLED WATER) 1.70 QUICK COUPLER VALVE NO SCALE 0 ROUND 10" VALVE BOX, 0 PRESSURE MAINLINE., LABEL PER BRANDING DETAIL REFER TO LEGEND FOR TYPE i IV CLASS 200 PVC ACCESS SLEEVE; 8 SLIP COUPLING PRESSURE MALNLINE FITTING LENGTH AS REQUIRED REFER TO LEGEND FINISH GRADE OW SCHEDULE 80 PVC T.O.E. NIPPLE, HARDSCAPE OR STRUCTURE I MINIMUM LENGTH I SUBGRADE 10 GATE VALVE -REFER TO LEGEND 5 3W CRUSHED GRAVEL, IT DEEP i PURPLE WATER IDENTIFICATION TAG (IF USED WITH RECYCLED WATER) � { B) BRICK SUPPORTS - TWO (2)REQUIRED 1.1 0 1 GATE VALVE NO SCALE 1, CONTROLLERS TO BE GROUNDED PER LOCAL ELECTRICAL CODE, CURRENT EDITION 2. GROUNDING TO INCLUDE ONE OF THE FOLLOWING: OPTION I- ONE GROUND ROD OPTION 2 - TWO GROUND PLATES 3. INSTALLATION OF A GROUND ROD TO BE AUTHORIZED BY THE OWNER IN WRITING PRIOR TO INSTALLATION. 4, ALL GR"D RODS TO BE INSTALLED BY LICENSED ELECTRICIM 5. CONSULT DIG ALERT OR UNDERGROUND SERVICE ALERT 5811) PRIOR TO INSTALLATION. 6. EARTH RESISTANCE SHALL BE MEASURED AND RECORDED AFTER INSTALLATION WITHIN ACCORDANCE WITH THE LATEST REQUIREMENTS OF NPPA 780, DESIRED READINGS ARE 5-1t3 OHMS. OPTION 2 " DEPTH TO BE MIN. 34" OR j BELOW FROST LINE WHICHEVER IS DEEPER 0 ROUND 1 C BLACK VALVE BOX. CONTROLLERT #6 AWG SOLID COPPER WIRE LABEL PER BRANDING DETAIN Q0 NELEOTTIINSTALL WIDE RES OR CABLES IN THIS ZONE (D INFLUENCE FINISH GRADE GROUND CLAMP WIRE CONNECTION 1 Q 4'X96* COPPER GRCHJND PLATE #Z 51$" DIA X 96" GROUND ROD 10 PVC CONDUIT WITH SWEEP ELL 4" X 9 r COPPER GROUND PLATE #1 1 (2) 50 POUND BAGS EARTH CONTACT MATERIAL EXTEND BEYOND CONTROLLER BASE POWERFILL OR POWERSET 2.201 CONTROLLER GROUNDING NO SCALE 3.111 PIPE TRENCHING - STANDARD TIRE NO SCALE CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65541 et seq. requiring efficient landscape and irrigation design in cuopenttion with the local governing agency (City or County). Approval of this drawing b5" CVWD Staff does not constitute approval to encroach into district and USER right -of --way. Trees, plants, walls and permanent strucures of any hind may not be planted or installed in CVWD and USSR casements or Right -of -Way without first obtaining an encroachment permit frond CVWD. Water Ma$4ement Department Services H 0 U S T 0 N T Y N E R Archlteciure Inter=ar ❑e5lgrl 2G30 Sepulveda 131vd. Torrance California 90505 TEL 310 32G-•3050 FAx 310 326-8805 b u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studia.com eS p[tGtA I7EC r, �7-�0 V r d Matthew V. e� 23 Jdl 24 tiro ey eabe yo artlale. 31 Or" Burton Project No. 22.090A ❑ La Quints Resort & Club 49499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Landscape irrigation Details L1=5m01 FINISH GRADE LATERAL PIPE - PROVIDE SEPARATION PER SPECIFICATIONS 2 SUBGRADE 7 COMMUNICATION CABLE IN GOND W SIF APPLICABLE) COMPACTED BACKFILL [ 8 } PRESSURE MAINLINE HARDSCAPE OR STRUCTURE I CONTROL WIRE VALVE BUNDLE -ATTACH TO PIPE AT 1V INTERVALS - PROVIDE 24` EXPANSION LOOP DEBRIS AND ROCK FREE BACKFILL (OIC SAND) AT CHANGES IN DIRECTION MINIMUM T ABOVE AND BELOW PIPING. 3.111 PIPE TRENCHING - STANDARD TIRE NO SCALE CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65541 et seq. requiring efficient landscape and irrigation design in cuopenttion with the local governing agency (City or County). Approval of this drawing b5" CVWD Staff does not constitute approval to encroach into district and USER right -of --way. Trees, plants, walls and permanent strucures of any hind may not be planted or installed in CVWD and USSR casements or Right -of -Way without first obtaining an encroachment permit frond CVWD. Water Ma$4ement Department Services H 0 U S T 0 N T Y N E R Archlteciure Inter=ar ❑e5lgrl 2G30 Sepulveda 131vd. Torrance California 90505 TEL 310 32G-•3050 FAx 310 326-8805 b u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studia.com eS p[tGtA I7EC r, �7-�0 V r d Matthew V. e� 23 Jdl 24 tiro ey eabe yo artlale. 31 Or" Burton Project No. 22.090A ❑ La Quints Resort & Club 49499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Landscape irrigation Details L1=5m01 0 JUMBO VALVE BOX, LABEL PER BRANDRIG DETAIL BASKET FILTER WITH PRESSUII'iE REGULATOR AUTOMATIC CONTROL VALVE VALVE WIRE AND COMMON, PROVIDE 24" MINIMUM EXPANSION COIL 5 YELLOW STATION IDENTIFICATION TAG, INSTALL ON SOLENOID WIRES $ PURPLE WATER IDENTIFICATION TAG (IF USED WITH RECYCLED WATER] WATERPROOF WIRE CONNECTOR $ LASCO 491 SERIES SCHEDULE 8D SLIP BALL VALVE WITH EPDM 04:UNGS FINISH GRADE 1Q PRESSURE MAINLINE, LENGTH AS REQUIRED TO CLEAR VALVE BOX SxT PVC COUPLING 12 PVC LATERAL LINE 1 TXT PVC COUPLING WITH SCH EDULE 80 PVC 1" LONG NIPPLE 14 GRAVEL 314 CRUSHED,12' DEEP 15 SCHEDULE 80 PVC ? LONG T.O.E. NIPPLE 14.501 DRIP CONTROL VALVE - STD WIRE I N0 SCALE ROUND VALVE BOX REFER TO LEGEND FC i FINISH GRADE $ SCHEDULE 40 PVC S)&T TEE OR ELL 2 ROUND VALVE BOX, LABEL FV # (STATION NUMBER) PER BRANDING DETAIL B 9 RAINBIRDSA125D5i312" SWING JOINT "N 12V SCHEDULE 40 PVC TXT BALL VALVE IS MARLEX STREET ELL INLET SIZE 24" BRICK SUPPORT, TWO (2) REQUIRED 11 RAIN BIRD 1812 SAM PRS NP WITH 4VAN NOZZLE SET NOZZLE TO 0 (NO FLOW( ijk &4' CRUSHED GRAVELJT DEEP 1 PURPLE RAIN BIRD NON POTABLE CAP, IF USED WITH RECYCLED WATE=R [ ] L� LATERAL LINE, SIZE PER PLAN 1 PURPLE WARNING TAG, IF USED WITH RECYCLED WATER it I I 'I I SCHEDULE 40 PVC SLIP ELL .I T. 5:.." MHz- i; 2. EMITTERS PER SHRUB BASED ON ULTII44ATE SIZE OF 16.321 DRIP PLUSH VALVE AND INDICATOR NO SCALE _ — 0 W [L 1 1 PLANT MATERIAL, REFER TO PLANTING PLAN � SCHEDULE 40 SxSxT 112" TEE OR ELL 24" LONG POLY FLEX RISER ASSEMBLY, REFER TO LEGEND PRESSURE COMPENSATING EMITTER WITH 10332 THREADED INLET RAIPBIRD DIFFUSER CAP, TYP. TRIM TUBING AFTER BACKFILL AND MULCH LAYER 7 EMITTER TO BE FULLY THREADED TO BASE OF RISER FINISH GRADE MULCH OR ROCK LAYER 16.311 POINT SOURCE DRIP EMITTER I NO SCALE AUTOMATIC CONTROL VALVE 2 YELLOW STATION IDENTIFICATION TAG, INSTALL ON $OLENOED NITRES S PURPLE WATER IDENTIFICATION TAG IIF USED WITH RECYCLED WATER) WATERPROOF WIRE CONNECTORS, REFER TO LEGEND RECTANGULAR VALVE BOX, LABEL. PER BRANDING DETAIL (D FINISH GRADE PRESSURE MAINLINE, LENGTH AS REQUIRED TO CLEAR VALVE BOX �$ PRESSURE MAINLINE ELL PRESSURE MAINLINE iQ PRESSURE MAINLJNETEE OR ELL 11 314" CRUSHED GRAVEL,12' {SEEP 1a LASCO491 SERIES SCHEDULE W SLIP BALL VALVE WITH EPDM 04UNGS 13 SCHEDULE 80 PVC T LONG T.D.E. NIPPLE 14 BRICK SUPPORT. FOUR {4) REQUIRED 15 SCHEDULE 80 PVC T.O.E. NIPPLE, LENGTH AS REQUIRED TO CLEAR VALVE 13OX LATERAL COUPLING 14.401 CONTROL HALVE - STD WIRE 1 10 SCALE i 8 �4 PLAN' a 24" ` .. 4 .:. _.:. r..... azo :I NI IsLU�— T?,rLU �. -Ci �— i I; , il.� .,}I. ....:::.•• .. ;;r is IL. 3 L11 3 - r - ILi �r I SECT€OIV��iT3 Q [ '{ } PALMTREE (4 ] EDGE OF PLANTING PIT Q 2STREAM BUBBLER, REFER TO LEGEND FOR QUANTITY AND TYPE 5 ROOTBALL SWING JOINT ASSEMBLY, REFER TO SPRAY POP UPSPRAY PATTERN 3 DETAIL fi 15.531 TREE IRRIGATION - PALMS I NO SCALE STEP 1 1 D° CUTTING PIPE • CUT PVC PIPE WITH PVC CUTTER OR FINE TOOTH SAW • REMOVE BURRS FROM IMIDE AND OUTSIDE OF PIPE USING A DEBURRING TOOL OR FILE • BEVEL ENI] OF PIPE AT A GONSISTENT 100 - IV ANGLE USING CHAMFERING TOOL + DRY FIT PIPE AND FITTING IA TURN STEP 4 J=t ASSEMY ■ IMMEDIATELY AFTER APPLYING SOLVENT GEMENT, INSERT PIPE INTO FITTING SOCKET WHILE ROTATING PIPE 114 TURN • ALIGN FITTING TO PROPER ORIENTATION • ENSURE PIPE BOTTOMS OUTAT FITTING STOP FITTING FITTING SOCKET SOCKET DEPTH DEPTH PRNIER • APPLY PRIMER TO FITTING • APPLY PRIMER TO PIPE TO MATCH DEPTH OF FTTTsI'IG SOCKET • REAPPLY PRIMER TO FITTING REPEAT PROCESS2 -3 TIDES • WHILE THE PRIMER IS WET, APPLY SOLVENT CEMENT STEP 5 6 - CE SET AND CURE TIMES • HOLD ASSEMBLY FOR 30 SECONDS TO ENSURE WITLAL BOND AND TO PREVENT PIPE BACKING OUT OF FITTING • VERIFY A BEAD OF CEMENT IS PRESENT AROUND THE ENTIRE PIPE AND FITTING JOINT • DO NOT HANDLE ANT UNTIL INITIAL SET TIME HAS PASSED, 30 MINUTES FOR PIPES c 8' 4 6V -1D9° F • DO NOT PRESSURIZE IRRIGATION SYSTEM UNTIL CURE TIME HAS PASSED, 24 HOURS FOR PIPES < S" @ 60'-100° F FITTING FITTING SOCKET SOCKET DEPTH DEPTH STEP 3 SOLVENT CEMENT • APPLY SOLVENT CEMENT TO PPE TO MATCH DEPTH OF FMING SOCKET IN A CIRCULAR MOTION • APPLY SOLVENT CEMENT TO FITTING, AVOID PUDDLING AND APPLYING CEMENT IN OTHER SOCKET OR THREADS • REAPPLY SOLVENT CEMENTTO PIPES LARGER THAN 1-114" TO THE DEPTH OF THE FITTING SOCKET IN A CIRCULAR MOTION NOTE: APPLY PRIMER AND SOLVENT CEMENT TO PIPE AND FITTING MTN AN APPLICATOR 112 T HE PIPE DIAMETER 13.501 SOLVENT CEMENT JOINTS - INSTALLATION GUIDELINES I NO SCALE o - j A� O FLUSH VALVE, INSTALL IN LOCATIONS SHOWN ON PLAN 1 - FOR SHRUBS REQUIRING 2+ EMMFRS, PLACE EQUALLYAROUND ROOTBALL 6 UP-SIZED HEADER PIPE -REFER TO PLAN FOR SIZE 2 "N 12V 24" CENTER OF SHRUB, SMALL TREE, OR VINE ijk o �3 f, i "`-'J1� a~ - - v it I I 'I I .I T. 5:.." MHz- i; 2. EMITTERS PER SHRUB BASED ON ULTII44ATE SIZE OF SECTIONIr.-ITj�TI 1�—I�ilIl •II' i SCHEDULE 40 PVC LATERAL SxSxT TEE FITTING (i } TREE [ 4 } EDGE OF PLANTING PIT SHRUBS REQUIRING 2 EM TERS CAN BE SERVED STREAM BUBBLER, REFER TO LEGEND FOR ROOTBALL SET ALL EMITTERS r FROM PLANT, REFER TO QUANTITYANDTYPE L�J SWING JOINT ASSEMBLY, REFER TO SPRAY POP UP SPRAY PATTERN DETAIL FROM SAME LATERAL PIPE AS SHOWN 15.521 TREE IRRIGATION - 3 HEADS NO SCALE I NO SCALE 1 FLUSH VALVE, INSTALL IN LOCATIONS SHOWN ON PLAN & FOR SHRUBS REQUIRING 2+ EMMFRS, PLACE EQUALLYAROUND ROOTBALL 11 UP-SIZED HEADER PIPE -REFER TO PLAN FOR SIZE NOTES: CENTER OF SHRUB, SMALL TREE, OR VINE TOCREATELOOPED FLOW EFP LATERAL PIPE TO F ECT FOR FR LUSHINN TO ADJACENT CG 12 AND REIGUTA70R TO LP VALVE EGEND 1 SHRUB SSEE ES SHEET FOR QUANTITY OF EMITTERS PER SHRUB -REFER 2. EMITTERS PER SHRUB BASED ON ULTII44ATE SIZE OF � SCHEDULE 40 PVC LATERAL SxSxT TEE FITTING SHRUBS REQUIRING 2 EM TERS CAN BE SERVED 13 SET ALL EMITTERS r FROM PLANT, REFER TO SHRUB L�J FROM SAME LATERAL PIPE AS SHOWN POW SOURCE EMITTER DETAIL 8.31 3. MODERATE WATER USE AND LOW WATER USE SHRUBS 24" LONG POLY FLEX RISER, CUT TO LENGTH UP-SIZED HEADER PIPE CONNECTS ALL PARALLEL 14 UPSIZED HEADER PIPE EXTENDS TO ADDITIONAL- TO BE IRRIGATED WITH SEPARATE SYSTEMS 4. THERE SHALL BE 1 UP-SIZED TRUNK LATERAL REQUIRED AFTER BACKFILL LATERAL PIPES PLANTERS 1032 THREADED EMTTER, SET 1" ABOVE FINISH GRADE (THREAD COMPLETELY INTO RISER) i Q DRIP LATERAL PIPE - REFER TO LEGEND FOR MINIMUM SIZE i UP-SIZED HEADER PIPE EXTENDS TO BOTH ENDS OF SYSTEM EXTENDING THE LENGTH OF TIME SYSTEM TO PROPERLY DISTRIBUTE WATER 16-301 POINT SOURCE DRIP IRRIGATION SCHEMATIC I pros -T.07111 L53460 0 FINISH GRADE MARLEX STREET ELL INLET SIZE QSUBGRADE SCHEDULE W PVG NIPPLE- W LENGTH �3 HMDSCAPE 1 HEADER LINE! MOW CURB SCHEDULE 40 PVC SxSxT TEE OR ELL SPRAY POP UP PVC LATERAL PIPE 15.'101 SPRAY POP UP I NO SCALE I& Date CVWD Pian # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. regwnag efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR right -of --way. Trees, plants, walls and permanent structures of arty kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without fit obtaining an encroachment permit from CVWD. Water M gement Deparumnt z6cvt 1 I H 0 U S T 0 N 1 T Y N E R 1 Architecture Interior De5t-�n 2630 Sepulveda Blvd. Torrance Cal€forrsa 90505 TEL 310 326-3050 FAX 310 326-8805 b u r t o n Landscape Architecture Studio 31711 Cedros Solana 113eaote Cm 92075 858 794 7204 T 858 194 7207 F www.burton-studio.com q�p� AL�CHI7EC P , gT� 6' T o r 0 � o 0- MarWWVa No. -°� 23Ju124"i P date Vt 8J � vete . 3] Ocio Burton Project No. 22.090A D La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, GA 92253 The Grove Renovation Ll Landscape Irrigation Details UmIO2 s,: SIDE VIEW FRONT VIEW FINISH GRADE - DOES NOT INCLUDE BARK MULCH 0HUNTER PLD-LOC4W It "MPT x 17m(DSCHEDULE 40 PVC SUP TEE OR SLIP ELL 0 LAYER BARBED MALE ADAPTER CONNECTION TO FOOTER SUBGRADE �� 5 j u INLINE DRIP TUBING - REFER TO LEGEND SCHEDULE 40 PVC SLIP TEE CONNECTION TO ADDITIONAL DRIP PLANTERS VX 5 X T SCHEDULE 40 ELL FITTING 0 10 SC14EDULE40 PVC LATERAL RISER - LENGTH SCHEDULE 40 PVC LATERAL LINE FOOTER -REFER S REQUIRED Ta MEET TRENCHING DEPTH TO PLAN FOR SIZE 16.131 SUBSURFACE INLINE DRIP FOOTER CONNECTION I NO SCALE HUNTER PLD-LOrA5017mm X 10' MPT ADAPTER WITH iW 5 x T ELL PVC FLUSH VALVE IN ROUND VALVE BOX, ONE PER ISOLATED PLANTER, REFER TO LEGEND 3 SCHEDULE 40 PVC LATERAL FOOTER PER PLAN, REFER TO FOOTER DETAIL 6.13 FOR DEPTH DAIR I VACUUM RELIEF HEADER, BLANKTUBING CONNECTING DRIP LATERAL ROWS AIR / VACUUM RELIEF VALVE, REFER TO LEGEND 0 INLINE DRIP TUBING, REFER TO LEGEND [ 7 j SHRUB PLANTER Q8 TREE A OBSTRUCTION IN LANDSCAPE, DRIP TUBING SHALL BE TRIMMED WITH FCITINGS CONNECT CORNERS WITH HUNTER PLD-LOC-ELB 17mm BARBED ELL LOC FITTINGS CONNECT WITH HUNTER PLD -LOC -TEE 17mm BAKED TEE LOC FITTINGS 91 SLEEVE LATERALS UNDER PAVING SCHEDULE 40 PVC SLIP TEE OR CROSS FOR FOOTER CONNECTIONS AT ADDITIONAL PLANTERS DRIP CONTROL VALVE ASSEMBLY, REFER TO LEGEND EQUALLY SPACE ROWS WITH PLANTER TO 9� PROVIDE EQUAL OFFSET ON BOTH SIDES, 3' RAIN. TUBING ROWS TO BE EQUALLY SPACED WITH A MA)UMUM SPACING OF 12". REFER TO PLAN 9fi POP UP INDICATOR, ALIGN WITH FLUSH VALVE, LOCATE 3' FROM HARDSCAPE 16.011 INLINE DRIP IRRIGATION SCHEMATIC - FOOTERS ONLY 1 NO SCALE 11$ NOVEMBER 2021 L53461 7' ROUND VALVE BOX- LABEL PER BRANDING DETAIL 2 BARBED 17MM X 17M49 X3/4' FPT COMBINATION TEE WITH 3W MPT X 112' FPT THREADED BUSHING AIR A VACUUM RELIEF VALVE - REFER TO LEGEND FINISH GRADE SUBGRADE INLINE DRIP TUBING - REFER TO LEGEND T PURPLE WATER IDENTIFICATION TAG - IF USED WITH RECYCLED WATER [ $ } BRICK SUPPORT, TWO M REQUIRED 3A4' CRUSHED GRAVEL -12' DEEP 16.121 SUBSURFACE INLINE DRIP AIR RELIEF I W SCALE These plans have bmn mvicwed by the Coachella Valley Watcr district in accordancc with California Government Code, Section 65591 et seg. rcgui6ng cfl7cicnt landscape and irrigation design in cooperation with the local governing agency {City or County}. Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR right-of-way. Trees, plants, walls and pe rntanent structures of any kind may not be planted or installed in CVWD and USER easements or Right -df -Way without first obtaining an encroachment permit from CVWD. H D U S T o N T Y N E R Architecture lntenor, De5icy 2630 Se-pulveda 15Ivci. Torrance California 90505 TEL 310 32G-3050 FAX 3!O 32G-8805 b u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 784 7207 f www.burton-studlo.com r V y �e r a cti's attherr CL z � a .� 23A24 alasrB . 31 oe'a Burton Project No. 22-090A ❑ Le Quinta Resort & Club 49-499 Eisenhower drive La Quinta, CA 92253 The Grove Renovation Ll Landscape Irrigation Details L1-5.03 Plant Legend Trees Symbol Botanical Name Existing to remain Common Name Size Parkinsonia x 'Desert Museum' ++ - standard Desert Museum Palo Verde 24" box Palms & Cycads Shrubs, Perennials, & Annuals Very Low Symbol Botanical Name Very Low Common Name Size Spacing Turf Water Use Symbol Cactus & Succulents D Notes Botanical name Existing turf to remain Common Name Type Quantity 1. All plant material, 1 gallon and larger, including boxed palms, to be supplied by D.L. Cunningham, Inc. It is the responsibility of the landscape contractor to locate and bid any bare root palms, but these palms must be selected by D.L. Cunningham, Inc. and approved by Burton Landscape Architecture Studio. Landscape contractor must contact D.L. Cunningham, Inc. for their selection rates and all other applicable terms. Contact Rob Cunningham 949 261 7191. 2. The contractor shall verify all plant material quantities prior to plant installation. Plant material quantities are listed for the convenience of the contractor. Actual number of plant symbols shall have priority over quantities designated in the Legend. 3. All plant material designated with (++) shall be planted with cactus and succulent back fill mix (see planting specifications). 4. All plant material designated with (***) shall be planted with acid loving plant back fill mix (see planting specifications). 5. All individual shrubs @ slope conditions are to be underplanted with ground cover to match adjacent plant symbol. Additional Symbols Symbol Description Note — — Root Barrier Tree Staking Refer to: Landscape Specifications Refer to: X / LP -5.01 Symbol Annuals Annuals 1 gal 12" o.c. High BL Bougainvillea 'La Jolla' La Jolla Bougainvillea 5 gal 36" o.c. Mod Js Justica spicigera Mexican Honeysuckle 5 gal 36" o.c. Low OM Olea europaea 'Montra' Little 011ie Dwarf Olive 15 gal 36" o.c. Very Low Cactus & Succulents D Notes Botanical name Existing turf to remain Common Name Type Quantity 1. All plant material, 1 gallon and larger, including boxed palms, to be supplied by D.L. Cunningham, Inc. It is the responsibility of the landscape contractor to locate and bid any bare root palms, but these palms must be selected by D.L. Cunningham, Inc. and approved by Burton Landscape Architecture Studio. Landscape contractor must contact D.L. Cunningham, Inc. for their selection rates and all other applicable terms. Contact Rob Cunningham 949 261 7191. 2. The contractor shall verify all plant material quantities prior to plant installation. Plant material quantities are listed for the convenience of the contractor. Actual number of plant symbols shall have priority over quantities designated in the Legend. 3. All plant material designated with (++) shall be planted with cactus and succulent back fill mix (see planting specifications). 4. All plant material designated with (***) shall be planted with acid loving plant back fill mix (see planting specifications). 5. All individual shrubs @ slope conditions are to be underplanted with ground cover to match adjacent plant symbol. Additional Symbols Symbol Description Note — — Root Barrier Tree Staking Refer to: Landscape Specifications Refer to: X / LP -5.01 Symbol Botanical Name Common Name Size Water Use Symbol Botanical Name Common Name Size Spacing Water Use AB ❑ A ave 'Blue Glow' ++ g Blue Glow Agave g 5 al g N / A Ver Y Low • Chamaerops humilis Mediterranean Fan Palm 36" box - 3 trunk Moderate �� Av Aloe vera 'Yellow' ++ Medicinal Aloe 5 gal 24" o.c. Root Barrier Note Low Install root control barrier when tree rootballs are five feet or closer to curb, pavement, drain structure, or wall. Install only on the side of the rootball adjacent to hardscape elements at a minimum 10 -foot length, centered on the tree trunk. Refer to Landscape Specifications. Cycas revoluta Sago Palm 20 gal Moderate P Portulacaria afra ++ Elephant's Food 1 gal 18" o.c. Very Low • Phoenix dactylifera Date Palm 24' bth Moderate Vines & Espaliers Symbol Botanical Name Common Name Size Water Use ❑1 Bougainvillea 'San Diego Red'- espalier San Diego Red Bougainvillea 15 gal Mod ISSUE FOR PLAN Ch1ECK 07/24/2023 Q ISSUE FOR RESUBMITTAL 1011012023 H O U S T O N / T Y N E R Ll Architecture- Interior rchitectureInterior Design 2630 Sepulveda Blvd. Torrance California 90505 TEL 310 326-3050 FAX 310 326-8505 u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com O��PQ�PRCHITEC7-,ST9T0 . Lu Ln T Z O LU �7 MatthewV. acL d z No. 58 • �h 23 July 24 Ory P� date tti a/date 3�010 Burton Project No. 22.030D ❑ La Quinta Resort & Club 49-499 Eisenhower Drive La Qu i nta, CA 92253 The Grove Renovation Not to Scale Landscape Planting Notes & Legends LP -0.01 PLAN CHECK RESUBMITTAL - 10/10/2023 Avenida Fernando Limit of Work ■ ■■� ■ ■■r ■ s� ■ ■■■ ■ atwri ast■■ ■ s� ■ t� ■ t� ■ t� ■ f• ■ ss■trt ■ satarrti aaa� ■ aaa� ■ wri ■ ■� ■ ass■■ ■ sa■■ ■ ■■■ ■ w, ■ t� ■ t� fat �■ ■ ■ ■wt■ ■ ■ sass- ■ ■ a wr■_# '_ .._...._i ............. ... ... ........._........ ... _ ...._...... _.._.. _.. _.____.._.._.._ ... ..... ........ ........ .. .._._..._..__—._.__.____...._.._.._... ._... .. ... ....._... ..... ..-- ----- —"---._. _ _ ... w ...... _ ........ - ...,_... r - . R ■ `i ! t T it 5 �+1 I n � w : Z t t ♦ :� f 1 w CL lw El w Artificial Turf y PUE N. .w..../; ' 11. •!.. 7.1Ral Wath..... • IT 1 14 i . a ----------- ---- — '---- ---- ---- I --- --_ -- b o L / / I •, _ I JI I s !�w / Limit of Work i r� // r� //f i / / f■■■r♦■■�■�■�■�■r•iw11■tfls;#■�■1 Limit of Work L53452 J E7.. Plant Legend Trees Symbol Botanical name r ► ► �► j Existing to remain � r Parkinsonia x'Desert Museum' ++ - standard Palms & Cycads Symbol Botanical name * T Charnaerops humilis Cycas revoluta • -/' Phoenix dactylifera Vines Symbol Botanical name Bougainvillea'San Diego Red' - espalier Turf Symbol Botanical name Existing turf to remain Additional Symbols Symbol Description Root Barrier Refer to. Landscape Specifications I T Y N E R Architecture Interior De5lgn 2G30 Sepulveda Blvd. Torrance California 90505 TEL 3 10 32G-3050 FAX 3 1 ❑ 32G-8805 k Burton Landscape Architecture Studio 307 5 Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-stttdio.com e � T �Q T N � "' Ma€thew V. aci z a • an date S Lo Burton Project No. 22,040A f La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation 1 * =12'-6° 01 1 12.51 251 Landscape Planting Plan Tree & Vine LPT=1 n0 l Avenida Fernando t.. ► 7 `► 7 T 7 T TT 1 r ► i ►131 � ' 4��vo+sav000�►�Jvl �oi#vo[i►[+f; GOOD' wo,01 -` �.-�.-'�r►MW LOA '+`�i1717L��} - .;�t;atW�f��11:>'t7fOtQ40Qe i;iD4[+DE_ta'+�r�fDf[o�oot;iDf�.o[�[a► a� F iY' + o � 0 0 �i1 4 —�o - o � r 1 �� ♦ r r 'r" T�T 01 . . F o' . ti—gyp: aArtificial Turf � T,{Q>. Vil►��# o . � � 1 � �{ n� Q -Q♦�♦f 10 + ETii[� �� .I�DD�DODO�OOf�Qn��'�i?n __ glviii.-�nnsnn+r:�nmm�ran�nrmnrT�� nYnr��n*nrinnns;+nn. nnnn �a;►�_,s.l�l- j r r-r_•r•r_-r-r_•r•r•r_rr_-r •r•r•r•r•r+r.� �r+r,=r�v�vvv•.�.rvvvv AX MY IS _R MAINE■■ moma MEMO o ONAIM MEMO 10 f / , MOT =1 I L53 CVWD Plan # _ Plant Legend Shrubs Symbol Botanical name Cactus & Succulents Symbol Botanical name AB Agave'Blue Glow` 4+ Av Aloe vera `Yellow' ++ [ P ] Portulacaria afra ++ These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWI? Staff does not constitute approval to encroach into district and USBR right-of-way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVVM. H 0 U S T 0 N I T Y N E R Architecture Interior Desicjn 230 Serulveda DIV& Torrance California 90505 TEL 310 32G-3050 FAX 3 10 3�G-8ao5 b u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com ,,ttLliIYECT . 9 r n E " O uAx MaUhew V. a z �Ro xa J 24 y>+ fey da9e 'L4 31 oco Burton Project No. 22.090A ❑ La Quinta Resort & Club 49-499 Eisenhower drive La Qainta, CA 92253 The Grove Renova#ion Ll N a 12.5 25 Landscape Planting Plan Shrub & Groundcover LPS=1 w0l Annuals ai. Bougainvillea 'La Jolla' Js Justica spicigera GM Glea europaea 'Montra' Cactus & Succulents Symbol Botanical name AB Agave'Blue Glow` 4+ Av Aloe vera `Yellow' ++ [ P ] Portulacaria afra ++ These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWI? Staff does not constitute approval to encroach into district and USBR right-of-way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVVM. H 0 U S T 0 N I T Y N E R Architecture Interior Desicjn 230 Serulveda DIV& Torrance California 90505 TEL 310 32G-3050 FAX 3 10 3�G-8ao5 b u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com ,,ttLliIYECT . 9 r n E " O uAx MaUhew V. a z �Ro xa J 24 y>+ fey da9e 'L4 31 oco Burton Project No. 22.090A ❑ La Quinta Resort & Club 49-499 Eisenhower drive La Qainta, CA 92253 The Grove Renova#ion Ll N a 12.5 25 Landscape Planting Plan Shrub & Groundcover LPS=1 w0l H 0 U S T O N 1 - - - -- -- — T Y N 1~ R Architecture Interior DeFic3n 2530 5eputveda 81vci. Torrance California 90505 I TEL 310 32G-3050 FAX 3 10 I 325-8805 Burton Landscape Architecture Studio 307 5 Cedros Solana Beach Ca 92075 858 794 72114 T 858 794 7207 F www.burton-studio COM C�1k CHTfect.Sp 0 v Matthaw V. . 0�29JUIY24 s °ay date I sfe . 31 p10� Burton Project No. 22.490A 1 Q La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Not to Scale Landscape Planting Details LP=5xO1 tl q a °�0 fl a a 04C>0 Oma U O ° 0 a p 0 a0 C. qo a ° 0 0 00 0 000�� 000 a o a0 0 o� a<>q q0°0 q o p o v Oao ° 2X Container Size Notes a '300tl qo Notes 1 ❑ Tree trunk tl4 0 00 qo q o tl o otl Qtl 601Z. 1 Tree canopy ❑ q� g _ ..._.._ ...... _... _...... _ .. _ .. �L �—'�� Tree rootball - place on native subgrade Refer to: Landscape Specifications �° ° Q4° o ° 6a 6-9 1 o ° tl q Tree trunk ` 6 Jar J/J ~\ I \ ` 3❑ 4' min. height watering berm, 12' wider than rootball diameter a 0 0� 0000 °�'0M 8 4 -- Tree rootball - place on native subgrade Refer to. Landscape Specifications 3 r 4' dia. black flat drain - top of to be 2' above �� ® 12 wire (not to be spliced) with 318' III I I [ grate grate finished grade /X/' \ gauge galvanized or 5116 O.D. and x 1062 weight tubing ` J U1=111 I 2 m f 1 Not to be used for surface drainage 8 L.2j f polyethelene Refer to: Landscape Specifications -1I U' 1 1 �5 4' dia. PVC perforated pipe -� wrap pipe with filter fabric q 7 � 1 , y 3 1 � 2x4 x 3'-O' long redwood deadman Refer to: Landscape Specifications I i I I- 1= ` f ® Amended backfill mix 6 Amended backfill mix ❑ — 5 III fit111=1 I N I III --111 I i �I I l 1 111=1111 l i I i 1� i t i \ / J / ❑ Refer to. Landscape Specifications Native subgrade — - 11X11 III HN I I 1 { 1 1 Refer to: Landscape Specifications 4' height berm, 12' { _ IIII =lli� I il= �--� r� �--�- _ _...... - _- -- _. -- _ - ._. _ _ _ __ .- _ -- --- L8 Mulch layer - Refer to: Landscape Specifications for II 1=/ I I- I SII 6 7❑ min. watering wider than rootbalI diameter �— Ii1�111 111�11� 11 il�lli- depth, keep mulch 6 away from base of trunk — 1111111 =1111111 _ 11 11 I-111 111 5 J / f =� g depth layer 6 , from baseeof Specifications for III 1� i 11-1 I I� 111 I f� 11P-111 I� I I 1 119111 i L 111-1 1111 I I11�1I1- 111= I11 I I = E Plan view [l�.T.s.} ❑ Limits of excavation - - - - f -®Native _ mulch away subgrade 111- I I I-�I I I I-�l�i I I -moi I f # I iii-I I�if 1 �ii�iii-111 11=11 111=#if 11 fIf1 f1- 11 IM U111 11� Its -IIII�III--IIII= �� ifil�11�f11�-I-11 Iif�111=f1i1�111�111�11 i I 1-��E�' Plan view (N.T.s.) 2x Container Site ,�-t11�1 Pill111 1=41 II Section —IEE _ Section 2X Container Sire Tree Drain Monitor Tree Guying B Scale: 112'=1'-O' Scale. 112'=1'-0' C3 a v na0 q Op ¢ ° a0 q ❑q 000 ma c ° q 0 0 0 1Q 2X Container Size Wr°0 ° tla �� tlTj a �❑ ° °°�0� 04 a P00 01400 tl Notes Notes Oa 000 0 d 00 q0 a 0 0 o pd0 ❑I Tree trunk 1 ❑ Tree trunk 0 ° 0 a q 00 ° 0�6 0 Tree rootball - place on native subgrade 6' � 2 Tree roattrall -place an native subgrade ❑ Treerto: Landscape onnatve subgrade Specifications tl 0 0 °� 00 00O Refer to: Landscape Specifications 6' 8 4 eight watering berm, 12' wider than rootball 0 00 8 ❑3 Amended backfill mix 3 / diameter Refer to: Landscape Specifications — ' 3 ® 4' dia. black flat drain top to be 2' ® Curb, pavement, drain structure, or wallIII 111 111— 1 I1 [❑ 1 grate - of grate above finished grade Not to be used for surface drainage 4 Root barrier - Refer to: Landscape Specifications Root barriers shall be located parallel to a!1 hardscape edges I I I 1 I 5 III I I ~ III III= 2 0 4" dia. PVC perforated pipe -wrap pipe with filter fabric 6 r ® 4' min. height watering berm, 12' wider than rootball 6 c� 1111 — = _ N 11 ` 1 ® Amended backfill mix a ° " 0 diameter Mulch layer - Refer to: Landscape Specifications for _ Ili -Iii 1T11=111 % I i i- i \ Refer to: Landscape Specifications ❑7 Dative subgrade 11- 111 11 —111— II 11 5 depth, keep mulch 6' away from base of trunkH.P. �� i i i i J i I i I{ 11= i 11 I I 1 I 1 1— 9 Mulch layer - Refer to: Landscape Specifications for 111 _ IIll�il 11111111 Ii1-111 ilkIll�i 2 ® Native subgrade =— I = I 1=� 1 = 11 �1,,. I-111=11 T�l{il= 1I111_ Plan view depth, keep mulch 6' away from base of trunk ® _ _iil�lil=lib Ill -111i�111, Ilii '"=IiE��_ (N.T.S.) Limits of excavation 11 it I- III Ii1 iii lli II I 11 I I I IUI l i �ll I I F -I I l l i -I I I I c �I 111 l l i=1111 i ��L o- 2X coi,tainer SizeRefer 10 ►gainline drain stubout ta: Civil Engineer's documents fll II III= Ili= Illy Iii- Ili SIE I11�-` - 111€ Illilil---__T�-11 i f IIE�II�IIII�ii�f11=111�- Section Section Tree Root Barrier Tree Drain Connection to Storm Drain Scale: 112'=F-0' Scale: 112'=P-0' These plans have been reviewed by the Coachella Valley Water District In accordance with California Govemment Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local goveffi ng agency (Cit)f or County). Approval of this drawing by CVVW Staff does not constitute approval to q 04 0° ° ° encroach into district and USSR right -of --way. Trees, plants, walls and °0 0 0 ° permanent structures of arty kind may not be planted or installed in CVWD %0 and USBR easements or Right -of --way without first obtaining an 0 0 ° 0 a encroachment permit from CVWD. tlo 4o a Wt3O q °° ° 4 °Qcg q00 a Notes 0 oo 0 00 o tl ° q oQ °°q 00 ® Tree canopy tl tl �]o qtl 00 O" a lel ° otl00 a ® Tree trunk 00 0 o a 00 0 A 0000 p o1 009 � Tree rootball -place on native subgrade Refer to: Landscape Specifications X08 ��— Lodgepole stake - Refer to: Landscape Specifications Place at outside edge of rootball. Top of stake shall not -----......__.._._.....r...---•--.-...................................._....---.._._.._._.-----._.....,.__..._.,.:........._..........._....:..._........--.•----- extend into crown of tree. These plans have been reviewed by the Coachella Valley Water District in 8 � 2 � 2 [ [ 5 Black plastic cutch -ties with one twist - nail to stakes with C lif accordance waorniGovernment CdSection 65591t a overnmenoe, econ eseq. landscape irrigation design, in 7 6' with galvanized roofing nail and wrap loosely to tree requiring efficient and cooperation with the 4 4 1 j ® Amended bacCiill mix Refer to: Landscape Specifications local governing GY (City or County). 1 — _ I 111- 3 N � / / ❑ 4' min. height watering berm, 12' wider than rootball diameter Approval of this drawing by CVWD Stag does not constitute approval to encroach into district and USBR right-of-way. Trees, plants, walls and _ 7 �enmeet Mulch Specifications for depth, keep inc, 6'away from of truk structures of any d may not l planted or installed in Cown R-71 III - = I� I 1 i Native subgrade and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. - — — — =111kig ji li li=iii 9111=Ilii-ilii II 1 li I IN-Ilil= 11=11- i - III I III III= Plan view (N.T.S.) wind 111— 11 11# 1— ` _ I —� *imaginary line between stakes and tree shall be perpendicular to prevailing wind direction rlP 1I — III _ I I �T� Date Water I&Agement Department Section 2X Container Size Tree Staking CVWI) Plan # L53464 ,� evelolfient Services t Scale: 1121=11-01 H 0 U S T O N 1 - - - -- -- — T Y N 1~ R Architecture Interior DeFic3n 2530 5eputveda 81vci. Torrance California 90505 I TEL 310 32G-3050 FAX 3 10 I 325-8805 Burton Landscape Architecture Studio 307 5 Cedros Solana Beach Ca 92075 858 794 72114 T 858 794 7207 F www.burton-studio COM C�1k CHTfect.Sp 0 v Matthaw V. . 0�29JUIY24 s °ay date I sfe . 31 p10� Burton Project No. 22.490A 1 Q La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Not to Scale Landscape Planting Details LP=5xO1 10 Notes ❑1 Shrub - Refer to: landscape Shrub Plans n2 Set top of rootball crown 1' above finished grade MAmended backfill mix - Refer to: Landscape Specifications ® Native subgrade n5 Place rootbali on native subgrade - Refer to: Landscape Specifications ® Mulch layer - Refer to: Landscape Specifications for depth, keep mulch 3' away from base of shrubs 5 gal. and smaller F7 Finished grade - Refer to: Civil Engineer's documents ® Watering basin, 4' min. height, 12` wider than rootball diameter Container depth (12' Iain. for liners) 10 Width equals twice the container diameter (22' min. for liners) Shrub Planting Scale: 314'=1'-0' 17° Section 1 Elevation Notes 1� Galvanized eye bolt secured to wall with masonry anchor Fishing line (30-501b. test) secured to eye bolt 3� Viae branch secured to fishing lime with nursery tape 4� Wall Vine Attachment to Wall Scale: 112'=1'-O' Section Palm Tree Drain Monitor Scale: 1122=2'-0' Section Pot Planting (without Drain Hole) Scale: 314'=1'-O' Plan View (N.T.S.) Plan View (N.T.S,) Notes Finished grade - Refer to: Civil Engineer's documents ® Vine rootball Planting area soil Refer to: Landscape Specifications 8� Top of wail (excluding cap) 1❑ Palm tree trunk F2 Palm tree rootball Refer to: Landscape Specifications 31 4' min. height watering berm, 12' wider than rootball diameter ® 4' dia. black flat drain grate - top of grate to be 2' above finished grade Not to be used for surface drainage 5❑ 4' dia. PVC perforated pipe - wrap pipe with filter fabric ® Palm tree backfill mix Refer to: Landscape Specifications R7 Native subgrade ® limits of excavation Dotes ❑1 Pot 2❑ Shrub - Refer to: Pot Legend, LP -0.01 3❑ Shrub rootball - set crown 1' above finished grade ® Waterproofing of interior pot surfaces Refer to: landscape Specifications �5 Filter fabric Refer to: Landscape Specifications Drainage fill Refer to: Landscape Specifications r73' dia. perforated drainage pipe Refer Refer to: Landscape Specifications ® 3' dia. drainage pipe inspection tube Refer to: Landscape Specifications ® 3' dia. black flat drain grate - top of grate to be 2' above finished grade. Not to be used for surface drainage 10 Planting mix Refer to: landscape Specifications 11 2' layer of decorative gravel Refer to: Construction Materials and Finish Schedule EDN T ::�_l ■ i ■ ► r ■ Triangular Plant Spacing Chart # of Plants = SF/'D' x `A' Spacing OY ftyp.7 # of Plants Distance 120 Varies- Refer to: 12' per SF Eq EE _ ' _ C 1 Triangular Spacing 6' D.C. 5.20' O.C. Landscape 8' O.C. 6.93' Q.C. 2.5974 1W O.C. - 1.5628 12' O.C. 10.40' O.C. Specifications 15' O.C. 13.00' O.C. 0.7385 18" O.C. 15.60" O.C. - 3 24' O.C. 20.80' O.C. 0.2885 30' O.C. 26.00' O.C. 0.1846 36' O.C. 30.00' O.C. 0.1333 --- -__ - 35.37' O.C. --- - � rte---� - -- -- 0.0723 5' O.C. 4.33' O.C. 0.0462 6' O.C. 5,20' O.C. 0.0321 8' O.C. 6.95' O.C. 0.0180 10' O.C. 8.6& O.C. 0.0115 12' O.C. 10.40' O.C. 0.0080 15' O.C. 13.00' O.C. 0.0051 20'O.C. 17.30'0.C. 0.0029 25' O.C. 21.65' O.C. 0.0018 30' O.C. 26.00' O.C. 0.0013 3 !1 1!1—III !Il11 !I! �. •; ��F�:�., 9.sC•�:_ VJ � U r 6 • • _-11ILA � .� 3-_, �• x � � �? �_�f� � Ili= ` � � . _ _ QEl -All, —1!:; !III- I!1- I1= I1 Section Palm Tree Drain Monitor Scale: 1122=2'-0' Section Pot Planting (without Drain Hole) Scale: 314'=1'-O' Plan View (N.T.S.) Plan View (N.T.S,) Notes Finished grade - Refer to: Civil Engineer's documents ® Vine rootball Planting area soil Refer to: Landscape Specifications 8� Top of wail (excluding cap) 1❑ Palm tree trunk F2 Palm tree rootball Refer to: Landscape Specifications 31 4' min. height watering berm, 12' wider than rootball diameter ® 4' dia. black flat drain grate - top of grate to be 2' above finished grade Not to be used for surface drainage 5❑ 4' dia. PVC perforated pipe - wrap pipe with filter fabric ® Palm tree backfill mix Refer to: Landscape Specifications R7 Native subgrade ® limits of excavation Dotes ❑1 Pot 2❑ Shrub - Refer to: Pot Legend, LP -0.01 3❑ Shrub rootball - set crown 1' above finished grade ® Waterproofing of interior pot surfaces Refer to: landscape Specifications �5 Filter fabric Refer to: Landscape Specifications Drainage fill Refer to: Landscape Specifications r73' dia. perforated drainage pipe Refer Refer to: Landscape Specifications ® 3' dia. drainage pipe inspection tube Refer to: Landscape Specifications ® 3' dia. black flat drain grate - top of grate to be 2' above finished grade. Not to be used for surface drainage 10 Planting mix Refer to: landscape Specifications 11 2' layer of decorative gravel Refer to: Construction Materials and Finish Schedule EDN T ::�_l ■ i ■ ► r ■ Triangular Plant Spacing Chart # of Plants = SF/'D' x `A' Spacing OY Row 'A' # of Plants Distance Distance per SF Between Plants Between Rows Triangular Spacing 6' D.C. 5.20' O.C. 4.6154 8' O.C. 6.93' Q.C. 2.5974 1W O.C. 8.66' O.C. 1.5628 12' O.C. 10.40' O.C. 1.1538 15' O.C. 13.00' O.C. 0.7385 18" O.C. 15.60" O.C. 0.5128 24' O.C. 20.80' O.C. 0.2885 30' O.C. 26.00' O.C. 0.1846 36' O.C. 30.00' O.C. 0.1333 42' Q.C. 35.37' O.C. 0-0943 4' O.C. 3.46' O.C. 0.0723 5' O.C. 4.33' O.C. 0.0462 6' O.C. 5,20' O.C. 0.0321 8' O.C. 6.95' O.C. 0.0180 10' O.C. 8.6& O.C. 0.0115 12' O.C. 10.40' O.C. 0.0080 15' O.C. 13.00' O.C. 0.0051 20'O.C. 17.30'0.C. 0.0029 25' O.C. 21.65' O.C. 0.0018 30' O.C. 26.00' O.C. 0.0013 Shrub Spacing l 112, Section Not Assigned 12' Varies - Rofer to! 12H Plan View (N.T.S.) Palm Tree Drain Connection to Storm Drain Scale: 112"=7.'-0' 346 These pians have been reviewed by the Coachella Valley Water District In accordance with Califorrila Government Code, Section 65591 et seq. requiring efficient iandscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into distillet and USER right-of-way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USER easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Notes ELI Palm tree trunk Palm tree rootball Refer to: Landscape Specifications 4' rain. height watering berm, 12' wider than rootball diameter �4 4' dia. black fiat drain grate - top of grate to be 2' above finished grade Not to be used for surface drainage �5 4' dia. perforated PVC (SDR -35) drain pipe with fitter fabric - slope to drain Main lime drain stubout Refer to: Civil Engineer's documents �7 Palm tree backfill mix Refer to: Landscape Specifications �8 Native subgrade Limits of excavation H These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. ATrequiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USER right-of-way. Trees, plants, wails and . permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right of -Wap without first obtaining an encroaci=ent permit from CVWD. Alp /W�,3 14, 0 - Date Water MabAment Department CVWD Plan # .•.._..._._._._.......•___.. •._ .....__. ' �evelo rn ent Servic epa ent l 1 E H b U S T O N ! —T- Y N —E R Archrtecture Interior De5i4jrr 2G30 5cpulveda Blvd. Torrance California 90505 TEL 310 326-3450 FAX 310 32G-8505 { i b u r It o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 853 794 7207 F ww w. b U rto n-StUd ID.COM � y��RGk1lTE[�� w r� N � 2 Mawlewu. a rL No. W� n� 4P date Sy4 a�aate . 31 OCL Burton Project Pio. 22.090A ❑ La Quinta resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 The Grove Renovation Not to Scale Landscape Planting Details LP=5m02 a City of La Quinta wkra Design and Development Department 78-495 Calle Tampico ,(e. QLa Quinta, California 92253 Telephone: (760) 777-7125 Fax: (760) 777-1233 https://www.laciuintaca.gov/ CERTIFICATE OF COMPLETION A. CERTIFICATE OF COMPLETION Per City of La Quinta Municipal Code Section 8.13.030(e)(3), prior to final planning inspection the landscape architect shall provide the planning department a copy of the official certificate of completion The following elements are attached hereto: ❑ Irrigation scheduling parameters used to set the controller; ❑ Landscape and irrigation maintenance schedule; ❑ Soil analysis report, if not submitted with Landscape Documentation Package, and documentation verifying implementation of the soil report recommendations B. PROJECT INFORMATION Project Name & Number Site Address/ Location Date of installation(s) Landscaping Square Footage C. APPLICANT/OWNER INFORMATION Applicant Owner(s) (Name) (Company) (Telephone) (Mailing Address) (Email) (Name) (Telephone) (Mailing Address) (Email) D. APPLICANT CERTIFICATION I certify that (a) I am qualified by the State of California to provide landscape design services and the landscaping for this project was installed by me or under my supervision; (b) the landscaping for the identified project has been installed in substantial conformance with the approved Landscape Documentation Package and complies with the requirements of the Model Water Efficient Landscape Ordinance; (c) a diagram of the irrigation plan showing hydrozones is kept with the irrigation controllers; (d) the Certificate of Completion has been completed in compliance with the requirements of the Water Efficient Landscape Ordinance and shall be implemented. Applicant's Signature Print Name OWNER CERTIFICATION Date State License # I certify that I am the property owner or an authorized representative and have received copies of all the documents within theLandscape Documentation Package and the Certificate of Completion and that it is my responsibility to see that the project ismaintained in accordance with the Landscape and Irrigation Maintenance Schedule. Owner Signature Date Print Name