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HomeMy WebLinkAboutLOT 7 ANDREAS CANYON DRIVECITY OF PALM DESERT Landscape Inspection Schedule for Renovated Landscape and Custom Homes Plant Material a. Condition b. Type c. Placement Inorganics a. Decomposed Granite b. Boulders c. Cobble 3. Final a. Irrigation ➢ Valves, boxes, and wiring ➢ Controller operation and site specific yearly irrigation schedule ➢ Sprinkler, bubbler and/or drip emitter type, flow rate, and quantity per plant ➢ Overall operation b. Tree staking c. Overall Please call 760-776-6450 to schedule inspections at least 24 hours in advance. WA TER CON SER VA TI ON S TA TEM EN T Project Site: PALM DESERT. RIVERSIDE COUNTY Project Location: Lat 7, ANDREAS CANYON DRIVE Landscape Architect/Irrigation Designer/Contractor: GUSTAVO MAGAFIA Included In this project submittal package are: (Check to Indicate completion) `� aLL A.P.N Tract or Parcel Number' 625-160-053 Maximum Annual Applied Water Allowance: Conventional Landscape! 217.61 100 cubic feet/year + Recreational Turf grass Landscape! 0.0 100 cubic feet/year (If applicable) Maximum Annual Applied Water Allowance: 217.61 100 cubic feet/year 2, Estimated Annual Applied Water Use by Hydrozone: Turf grass Hydrozones:0.0 100 cubic feet/year (If applicable) Low Plant Hydrozones: 41 48 100 cubic feet/year Medium Plant Hydrozones+106.19 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year Water features Hydrozones! 68.90 100 cubic feet/year Other 100 cubic feet/year Estimated Annual Total Applied Water Use:216 57 100 cubic feet/year ✓3 EATAWU < MAAWA 4, Landscape Design Plan ✓ 5, Irrigation Design Plan 6, Grading Design Plan 7 Soil Chemical Analysis (optional) Description of Project; THE USE OF LUSH PLANT MATERIAL WITH CONTRASTING COLORS, TEXTURES AND FORMS WILL HELP ACCENTUATE THE CHARACTER AND ARCHITECTURE OF THE BUILDING. ALSO, THE USE OF DRIP AND DEEP WATERING IRRIGATION PRACTICES FOR THE LANDSCAPE MATERIAL WILL FURTHER PROMOTE LOW WATER CONSERVING METHODS, THUS PROVIDING A BEI ER SUSTAINABLE ENVIRONMENT. Date: OCTOBER 31. 2014 Prepared by! GUSTAVO MAGAiNA noortant Notice — Underarnund Service Alert Section 4216/4217 of the Government Code re uires a Dig Alert Identification Number be issued before a Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of oil persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnity and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. LANDSCAPE PLANS FORS MUT ANDREA Palm D S H_T NO. ._2 S i SHEET INDE CONS RSC ION 0 _ANTINS FLAN IRS CATION FLAN >=16aT I NG FLAN DETAILS._ CONS RUCTION DETAILS FANTING D_TAI_S I SS J SA i I ON H_TA CVWD NOTE: 1 ND TREE PLANTING WITHIN 10' OF C V W.D. SEWER AND WATER LINES CVWD NOTE: 2 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USER EASEMENTS OR RIGHT—OF—WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD, CVWD NOTE: 3 N O PERMANENT STRUCTURES WITHIN CVWD EASEMENTS, CWVD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND /OR LANDSCAPING INSTALLED OVER W ATER MAINLINES OR VALVES. CVWD MITE: 4 TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SET BACK AT LEAST 24' FROM CURBS, DRIVEWAYS, SIDEWALKS OR ANY OTHER AREA THAT MAY RESULT IN RUNOFF OF WATER ONTO STREETS. AN UNDULATING LANDSCAPE BUFFER AREA CREATED BY THE SETBACK SHALL BE DESIGNED WITH ROCK, COBBLE OR DG AND/OR CAN BE LANDSCAPED WITH DRIP IRRIGATED SHRUBS/ACCENTS OR COVERED WITH SUITABLE GROUND COVER, 'NC N DRIVE alifornia NOTE. BACKFLOW MUST BE SCREENED FROM PUBLIC VIEW ON ALL SIDES WITH PLANT MATERIAL. NOTE: ALL OVERHEAD UTILITIES AND ALL UNDERGROUND UTILITIES ARE SHOWN ON PLAN. NORTH 0 N�/✓ he r/D0tre PL1-N CI DEPART NTOFRT COMMUNITY DEVELOPMENT APPROVEDBY. �.,L� OCRC.RES.NO�— 'AFFLETTER ❑ R.C. RES.N�1.-- n ARCACTION FORM 6Y 7//aa//S CONSTRUC^lONS oarinWMNENCEWfi11R CHUCK 1 WALLA re CHOLLA WAY rt I2 JAGUAR WAY I� \e5 CAH/LLA 20' 30' 40' WAY Lc.ndsc 1pe Plan Final City at ?aim Desert P.W. Dept Date; e.!. r2. Revinwed By: Approved By: TZ. c/ NOTE: LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BE COMPLETED AND FILED WITH THE CITY OF PALM DESERT AND CVWD INDIAN HILLS G C4 otc PROJECT INFO GEOGRAPHICAL INFORMATION: POR. SE SEC. 31, T5:S., R.6E APN AND LEGAL DESCRIPTION: APN: 652-160-053 LOT 7, TRACT MAP NO. 25296 MB 378/81-86 OWNER: MICHAEL BALMUTH 1372 BROADWAY, 10TH FLOOR NEW YORK, NY. 10018 PHONE: (760) 324-4681 CIVIL ENGINEER: FEIRO ENGINEERING, INC 75-060 GERALD FORD DRIVE, STE.3 PALM DESERT, CA 92211 PHONE: (760) 346-8015 FAX: (760) 346-2548 ARCHITECT: GORDON STEIN DESIGN 51053 SORREL COURT INDIO, CA 92201 PHONE: (760) 773-4488 MESA VIEW DRIVE GREENBRIAR LANE LAKE VISTA ti S Q m VA E so •PQ LANTANA At WAY DRIVE %q Copt. VICINITY MAP NOT TO SCALE 0 €t SUMMIT VIEW SITE ROCK RIVER RESIDENCE iIS ALMUTH cc 0 m rn a) U E O 0 Co v CU N QNj N 41 ] 0 a� r� K RI o c 0.,a c ° rt �÷ U a: cocc 1—] ao 1 cuaFCEJt_� FEB ®32015 CITY OF PALM DESERT PUBLIC WORKS DEPT yiltemursrwwiwiremaississisv.wwstMaP REVISIONS ova pat SKa3A1rel _ By De,?La,onofev 12-IQ-14 ALL GM Revisal per Cltycom dated 11/1e/14 (APN 625-160 053) A_ These plans have been reviewed by the Coachella Va ley Water District In accordance with California Government Code Section 6559T et seq. requiring efficient landscape and Irr gatlon 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 the Way. Trees, plants, walls and permanent structures of any kind may not be planted or Installed in CvWDand USSR easements or right-of-way without first obtaining an encroachment permit Prom CV11112. l2J2tI/sq Date V L41882 Water na-ement Depart elapment ry Departmen Revised per CVWD comments dead 12/I PROJECT DATE• 8 27 14 PLOT DATE- 12 11 14 Sferstatematintterx COVER SHEET t t t IP 'MI I / I / ST %' R z /,' , /i///4/I /( l 1 1 1 / �IR r// / ,/ / / 1 1 l! i i i // /) I/ / / / /'/// i // l� /l it / / i / / 1 1 /AR� ' 1 l l�ri 1 1 / / I , _ / / / / / I AR l / / / / / / I / / / / / ,. / / / / / / / / / / / / / / / / / 1 1 1 / I I I I I I 1 I I 1 1 I I I I I 1 I I 1 I 1 I I I I I 1 I I I I I I I I I I I I I I j / / / 1 III Ql I / / / l I 1 iTj l l / / l 1 / / / 1 1 1 j l AR / / / I / / / / /- / I / ! / / / / / / I. / ! / / / , II I I I I I I I II I I. I " b.I.P.I T/Oti 'E c DR PIPE \ - -rt- \ \ �\ \ \ \ \ z\ \ w \ \ \ C \ \ \� I \ \ \ \ f \ \\ \ \ \> \ \ \ \ F' \ \ \ \ \ \ I 1 I I II I �R j t�1I I I I I 1 I I I /I I I CI EAS II r.T4 ci 17-4 Frai EDGE - 700.7 EG EXISFING WALL 421 Sav 699.30 FL PA 111-311 i �////// /� /. 7 / / / / ea-7 LLc aos / 7! 7 / T. PA • • • • • CATCH BASIN -•N „2....,,, _____7N89r5:94.251 2 Ei....,/,,z; 77 N. N. POOL aos • TURF (701.09 TC (700.32 FL PA (706.0 APPROVED PAD ri 701.10 FL sde te- EAISRTSINGAND SITE BENCHMARK ANDREAS (712.5 TOP MAILBOX Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply Continuously and not be limited to normal work rig hours, and construction contractor further agrees tO defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. Important Notice Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identificatirm Number be issued before a 'Permit to Excavate' will be valid For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. FINISH MATERIAL SC-EPULE I. POOL: BLACK PEBBLE 5HEEN, VENEER COPING WITH DECK TRAVERTINE STONE. 2 SPA BLACK PEBBLE SHEEN , WATER LINE TILE TO MATCH POOL 6 UPPER BACK JETS 6 LOVVER BACK JET5 AND 6 CALF JETS AND I LIGHT 3. COURTYARD WATER FEATURE' PER DETAIL"M" SHEET L-5 4. DRIVEWAY / MOTOR COURT: DESERT TAN CONCRETE WITH A LIGHT ACID FINISH SEE DETAIL "K" SHEET 5. DECK 4 PATIO SURFACE: : 3/4" CASHMERE TRAVERTINE 6. ENTRY WALK WAY. 3/4' CASHMERE TRAVERTINE 1. SERVICE AREA SUIRFACE• 4" THICK DESERT TAN CONC. WITH A LIGHT BROOM FINISH a UTILITY SCREEN WALL: STUCCO FINISH it COLOR TO MATCH RESIDENCE. 1. MAILBOX PER ARCHITECT PLANS 10. DRIVEWAY: DESERT TAN CONCRETE WITH A LIGHT ACID FINISH WITH SAW CUTS PER PLAN II. POOL PLINTHS: CMU BLOCK VENEERED WITH BIGHORN NATIVE STONE 12 GARDEN AND PLANTER WALLS: TO VENEERED WITH BIGHORN NATIVE STONE WHEN EXPOSED TO PUBLIC OR GOLF COURSE (711.0 TOE) TRASH tANYONDR• 47. DIP. OVERFLOW Sc DRAIN PIPE Lt- LOT 6 (7161 TOP if:D CD (71 fra, LEGEND INDICATES SECTION INDICATES SHEET NUMBER INDICATES ELEVATION INDICATES SHEET NUMBER P.A. PLANT AREA It FINISH GRADING NOTES I. SLOPE ALL DRAIN LINES AT A MNIMUM OF 1/2 % 2. ALL DRAIN LINE JUNCTIONS AND CHANGES OF DIRECTIONS TO BE MADE INITH 45° OR SIAIEEP TYPE ELLS 3. PROVISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING PLAN 4. HOLD FINISH GRADE I lal BELOW FINISH SURFACE 5. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF I% TO DRAIN 2% PREFERRED 6. SLOPE ALL FINISH SURFACES AT A MINIMUM OF I% TO DRAIN '7. ALL MATERIALS AND WORKMANSHIP 15 TO CONFORM TO GOVERNING GODES AND ORDINANCES S. SLOPE IN LAWN AREAS 15 NOT TO EXCEED 3 I q. HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALLS, 6" BELOW FINISH FLOORS OF SLABS AND 12 BELOW FINISH FLOORS ON CONVENTIONAL WOOD FLOORING I O. PROVIDE DRAINLINE CLEANOUTS AND/OR CATCH BASINS AT A MINIMUM OF 50' 0.C. OR AT EVERY CHANGE OF DIRECTION. II. HOLD INVERTS ON DRAIN LINES A MINIMUM OF 5" BELOW FINISH GRADE SURFACE 12 RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE OF 1:12 OR S.5% GRADIENT 13. PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT CONSTRUCTION NOTES I. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS 2 ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 23 DAYS ALL CONSTRUCTION TO I3E PLUMB AND TRUE UNLESS OTHERWISE INDICATED 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED roR REINFORCING, BASE MATERIAL PRESATURATION, ETC FOR WALKS, STAIRS WALL FOOTINGS, ETC 5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE GOVERNING CODES AND ORDINANCES b. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 1/2" THICK, COLORED CONCRETE -INTEGRAL COLOR EXPANSION JOINTS, AT 8'-0" 0.01 UNLESS OTHERWISE INDICATED 1. ALLOW FOR ADJOINING CONSTRUCTION PAVING AND CONCRETE SUBGONTAGTORS ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCON1RACTOR FOR SLEEVING PIPING AND CONDUIT UNDER ALL PAVING MASONRY NALL NOTES GROUT ALL CELLS /NITH STEEL SOLID IF RETAINING, GROUT ALL CELLS SOLID 2. GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF (I) PART GEMENT, (5) PARTS SANDI (2) PARTS PEA GRAVEL S. MORTAR SHALL BE FRESHLY PRE -PARED AND UNIFORMLY MIxED IN THE RATIO OF (I) PART CEMENT, (1/2) PART LIME PUTrr, 44/2) PARTS SAND AND SHALL CONFORM TO A.S.T.M. G210 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. Abl5 GRADE 40 5. CONSTRUCT INALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INGREMENTS 6. ALLOW FOR ADJOINING CONSTRUCTION 1. ALL INORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES 5. ALL STUCCO OR SLUMPBLOCK WALLS TO HAVE OPEN HEAD JOINTS AT 52" 0.0 AT FIRST COURSE ABOVE GRADE FOR DRAINAGE q. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPAcTED FILL (15% RELATIVE) AT SPLICES ALL RETAINING WALL SPLICES TO BE A MINIMUM OF 45 BAR DIAMETERS II. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS 12 MASONRY UNITS SHALL BE GRADE N-I CONFORMING TO A.S.T.M. C-cf0, AND MANUFACTURED IN ACCORDANCE WITH CONCRETE MASONRY ASSOCIATION STANDARDS IS. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. G150 14. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS 15. PROVIDE EXPANSION JOINTS IN MIS AT 251-0" 0.0. MAX. lb. INALL FOOTINGS TO BE CONTINUOUS UNDER GATE OPENINGS NORTH SEE SHEET L-5 FOR CONSTRUCTION DETAILS 0 5' 10' 20' II III id 311 I OH III livldWJIW llIuIYJ.IW�1111111 ilul zoom -71 3 REVISIONS -A Delta Date Styes Affeetel 12-10-14 ALL WdYYYIIN,YWWVJIiILYWYWIWUAW a A A A By Descrlettatef Charge GM Revised per City a dated 11/18/14, Revised per comments dated 12J1/14 Rama per ALCC comment dated 10/28/14 SHEET # CONSTRUCTION Hi III III hilt II I in Ili III S°;r a / // / :. 1 /\ / / / / •r 1 / / / / 1 t. .. l /i / // / // /1 // /� :I. is / 1,. l / / / 1 / / ,iptI l / / I / 1 /(7--), l ri 11 �I 1 I I / I l �IAN l Ii / /1 1/ B /// AR 1/ /1 1�II/ // ! 1! 1 1 / L} I / 1 1 1 / / 1 / l d I I /l I' A // II l/ l 1 // / / l 1/ i 1 I I I/ 1/( l I I I I / 11 /Aj\ 1 I I 1 1 d I 1 1 1 / I) l I 11 I l I I /r r 1 I I I I 6 11 EACV 1 1 T 1 \ \ \ \\\ \ \ 1 \ \ \ \ \' \ \ \ \ \ \ 1\ \ \ \ \ \o w \ I \ AR\ \ \ \\ \\ \ \ \ I \ \ \ \ \ \ 5P \\ \ \ \ \\ \ \\ \\ . \\ 1 ��\ \\ \\ \ \\ \ \\ \ \I \ \\ \ \ \\ _ _AS \\ \ 1 \ — — �— \ \ `�\ 1 \ \ \ \ I I 1 \\\ \ I 1 1 I \ I \ \\ A I 1 I 1 I ! \ \ 1 \ SHEET L-6 \ 1 \ I \ \ I \ I 001.67 TRW PLANTING DETAILS (7MaEG 05.3 ) rtant Notice — Underaround Service Alert, ittozi 699.30 FL :tion contractor agrees that in accordance with generally accepted construction 3truction contractor will be required to assume sole and complete responsibility for ions during the course of construction of the project, including safety of all persons (699.86 TP that this requirement shall be made to apply continuously and not be limited to 4 hours, and construction contractor further agrees to defend, indemnify and hold 3ional harmless Thorn any and all liability, real or alleged, in connection with the f work on this project, excepting liability arising from the sole negligence of design CATCH BASIN 700.32 FL NOTE' SCREEN BACKFLOW DEVICE FROM COMMUNITY VIEW WITH PLANT MATERIAL. (706.0 APPROVED PAD 704 701.10 FL ExISTING CURB AND GUTTER ANDREAS /719,5 TOP 0 12. TOP ISe 704.17 EL r24" DIP. INLET/OUTLET //PIPE & DRAIN PIPE / (RESTRAINED/ JOINTS) • r24" D.I.P. OVERFLOW & DRAIN PIPE t...; (RESTRAINED JOINTS) 13.9 TOP TEX EXISTING PLANT MATERIAL TREES ON SLOPE SYN.. NAME Blue Palo Verde Texas Ebony Hybrid Mesquite Smoke Tree SHRUBS 5YM. NAME AR Acacia redolens 'Desert Corpse TM ELJ Bougainvillea 'La Jolla' Bougainvillea Baja Fairy Duster Agave geminiflora Twin Flower Agave AS Agave gemlnIflora Twin Flower Agave AD AA a VW Red Yucca Agave desmettlana Agave desmettiana Agave americana Century Plant vasyllrlon wheeler' Desert Spoon Yucca rostrata Beaked Yucca Red Bird of Paradise Brittle Bush LW Lantana montevidensIs "Yellow' YollowTrallIng Lantana Regal Mtst Gray granite boulders in various sizes LOT 6 (VACANT) (7 1.0 APPROVED PAD) LJ TREES SYN. NAME PLANT LEGEND WATER NEEDS AST Acacia stenophylla LOIN Shoestring Ac.acia GP Cercidium praecox LoN Sonoran Palo Verde SHRUBS HATER SYM. NAME NEEDS 0 LOIAI AA Agave americana Century Plant AG Agave geminif lora Twin -Flowered Agave AT Agave attenuata FoX Tall Agave 131.0 Bougainvillea 'Oh -La -La' Red Bird of Paradise Baja Fairy Duster Brittle Bush Golden Barrel Horsetail Reed Purple Trailing Lantana OMR Muhlenbergia rigens Regal Mist Mother -in-laws Tongue VP Verbena peruviana 'Summer Beauty' Verbena MOD - LOIN LOIN MOD MOD LON LON LON MOD MOD MOD ZG Blue Yucca Rain Lily GROUND COVERS SYM. NAME LOIAI MOD PLANT SIZE 4 Low Branching .20 PLANT SIZE QTY. COMMENTS FACTOR 24" Box 24" Box 15 gal 5 gal. 5 gal. 5 gal. 5 gal. 5 gal. 5 gal. 5 gal 5 gal. See Plan I gal. 26 - 20 5 !White 20 3 .20 18 Magenta 26 116 40 35 61 Mite SIZE QTY. COMMENTS .50 20 .20 . 50 . 50 . 50 . 50 Synthetic -Turf: "Brown Thatch" turf from Back -Nine Greens, in Palm Desert 3/8" - 'Desert GOLD' DG with 11% fines, 2 inches thick In all planters, wet and compact, Fiold the DG down 1" from all hardscape. l' to 2" Polished "Blac,k Mexican" pebbles (2 layers thick) in side planters between concrete pads and water features. n'Surface Select' boulders 3' to 4' Dia, NOTE: ALL QUANTITIES ARE FOR ESTIMATE PURPOSE ONLY, CONTRACTOR TO VERIFY QUATITIES. NORTH RENBIIAL DATE NOTE' ALL BACK FILL WILL BE ON SITE NATIVE SOIL NOTE' LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BE COMPLETED AND FILED WITH THE CITY OF PALM DESERT AND CVWD ND TREE PLANTING WITHIN 10 EIF C.V.W,D, SEWER AND WATER LINES TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USBR EASEMENTS OR RIGHT—OF—WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD, NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS, CWVD WILL NOT BE RESPONSIBLE FOR REPLACING AND/DR MAINTAINING ANY DECORATIVE CONCRETE AND /OR LANDSCAPING INSTALLED OVER WATER MAINLINES OR VALVES. NOTE' ALL PLANTS ARE TO BE INSPECTED BY AG COMMISSION WHEN BROUGHT TO THE COACHELLA VALLEY FROM OTHER AREAS. 10' Date 20' 30' • These plane have been reviewed by the Coachella Va ley Water District In accordance with California Government Code Section eBSS1 et eeq. requiring efficient landscape and Irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by avt.UID Staff does not constitute approval to encroach into district and USEIR Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may riot be planted or installed in avtUDand USER easetnents or right-of-way without first obtaining an encroachment permit from CV1.110 Water M BALMTJ TIC o co REVISIONS A 12-10-14 ALL By GM ANDREAS CANYON PI Desert, CA 92260 Revised per City comments dated II/18/14 Revised Der comments dated 12/1/19 PROJECT DATE' 8 27.14 PLOT DATE, 12.11.14 PLANTING PLAN / / 687.4 TdE / U / I l l/ I / ' i r (/ I / / ( / 1 / _1 I / I ..t, i#? I I , 1 P1 DRAT 1 — \ 1 1- __I \ I\ \ I\ \ \`4.. F\ \ !I \ \ \ \\ o _ ',\ . \ 1\ \ .—e,. \ / O to \ • \ 1 \ AR\,i1 \\ �\ \ w\ vV AI \\ C V \ \ \ \ \ \ \ \1 \ \ ,-r aLr \ Act\ \ \ \ Il t I' 1 1 t10© CVO Cei E+S \ \ \ \i \(A� \\ %\ \\ 1 \� 1 \ \ �\ I t \ \\ 1 \ 101.67 TRW 4'0/ Y.. 700.56 t5 I 4 ` G .. Wf (700.52 (705.4 TW) 700.04 TC 699.30 FL AUTOMATIC INLINE FLUSH VALVE (typ) 4 DRIP 6 DRIP (706.0 APPROVED PAD 700.32 FL) cui NEW la RP Backflow Installed Byr f General Contractor cn Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. Important Notice Underaround Service Alert AUTOMATIC INLINE FLUSH VALVE (typ) AUTOMATIC IN ..INE FLUSH VALVE (ty IRRIGATION CONTROLLER oRADE ETER I service DR / a Dig Alert Identification Number be issued before a 'Permit to Excavate will be valid. For your Dig Alert Identification Number call Uwierground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. 1 MAINLINE, LATERALS AND VALVES ARE SHOWN OUTSIDE PLANTING AREAS FOR GRAPHIC CLARITY THEY SHOULD BE INSTALLED IN SHRUB AREAS, 2. SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE SURFACES WITH SCHEDULE 40 PVC 2 X SIZE OF PIPE. 3. SCREEN BACKFLOW DEVICE FROM COMMUNITY VIEW WITH PLANT MATERIAL. NOTE. ALL OVERHEAD UTILITIES AND ALL UNDERGROUND UTILITIES ARE SHOWN ON PLAN. NOTE. LANDSCAPE SHOWN ON H.OA. PROPERTY WILL BE IRRIGATED WITH H.O.A. WATER AND CONTROLLED BY H.O.A. NOTE. LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BE COMPLETED AND FILED WITH THE CITY OF PALM DESERT AND CVVVD NOTE. ALL PLANTS ARE TO BE INSPECTED BY AG COMMISSION WHEN BROUGHT TO THE COACHELLA VALLEY FROM OTHER AREAS. 3/4' DRIP 6A 6 3/4° DRIP 3/4' TREE 706.02 CONC. TRASH r-24rt D.I.B. INLET/OUTLET /PIPE & DRAIN PIPE i • r24" D.I.P. OVERFLOW & DRAIN PIPE (RESTRAINED JOINTS) NO TREE PLANTING WITHIN 10 OF C,V.W.D, SEWER AND WATER LINES TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USBR EASEMENTS OR RIGHT—OF—WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD. NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CWVD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND /OR LANDSCAPING INSTALLED OVER WATER MAINLINES OR VALVES, WATER USE CALCULATIONS Zone I 9,210 square feet LOT 6 (VACANT) (711.0 APPROVED PAD) N. 711.5 TOE DRIP SYMBOL I DRIP ZONE I DRIP ZONE A PIPE SIZING CHART PIPE SIZE IRRIGATI MANUFACTURER • • RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD HAMMON NETAFIM • N LEGEND EMITTER/BUBBLER SCHEDULE TREE 5YM. NAME AST Acacia stenophylla Shoestring Acacia OP Cercldium praecox Sonoran Palo Verde SHRUBS AA NAME Agave americana Century Plant Agave gemlniflora Twin -Flowered Agave AT Agave attenuata LOW Fox Tail Agave DLO Bougainvillea 'Oh -La -La' MOD Bougainvillea GAP Gaeselpinia pulcherinma MOD Red Bird of Paradise HATER NEEDS LON LON EH MODEL NO. DESCRIPTION 12' PFR 'DV' SERIES DRIP ZONE KIT XCZ-075 / 100 Sap Fairy Duster Brittle Bush Golden Barrel Horsetall Reed NEEDS LON LON LON LON LON Lantana montevidensis MOD Purple Trailing Lantana Regal Mist Mother -In-laws Tongue Verbena peruviana Summer 13eagm' Verbena MOD - Blue Yucca Rain Lily MOD XERI-BUBBLER XERI-BUBBLER BUBBLER MOD NOZZLE RADIUS 1402 FLOW GPH 1.00 200 BUBBLERS 1(1402) PLANT FACTOR 1(1402) .20 EMITTERS PSI 30 30 30 PLANT FACTOR 20 .50 .20 .50 .20 50 PATTERN DRIP DRIP UMBRELLA WALL MOUNTED 12 STATION RESIDENTIAL CONTROLLER, ELECTRIC CONTROL VALVE FOR TURF AREAS AND PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN, REFER TO DETAIL ON IRRIGATION DETAIL SHEET ELECTRIC CONTROL VALVE KIT WITH BUILT IN FLUSH VALVE FOR DRIP AREAS PLUS TREE BUBBLERS, SIZE AS NOTED ON PLAN. #8503 BALL VALVE (LINE SIZE). REFER TO DETAIL ON IRRIGATION TL050MFV-1 AUTOMATIC INLINE FLUSH VALVE NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200, PVC 315 1/2' DIA, DETAIL SHEET IRRIGATION POINT CIF CONNECTION — FROM 11 METER (Installed by CVWD). (1' RP Backf low Installed PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE. SLEEVING INDICATES CONTROLLER NUMBER NDICATES FLOW IN GALLONS PER MINUTE INDICATES ZONE TYPE INDICATES ELECTRIC CONTROL VALVE SIZE MAX ALLOWABLE FLOW 5 GPM 10 GPM 16 GPM 26 PM 40 GPM 60 GPM —REFER TO EMIT I ER SCHEDULE FOR EMITTER MODEL # AND GPH FOR EACH PLANT SPECIES THIS SHEET, AUTOMATIC INLINE FLUSH VALVE (typ) PROJECT INFORMATION PROJECT NAME: BALMUTH RESIDENCE NAME OF PROJECT APPLICANT GUSTAVO MAGANA TITLE COMPANY PROJECT MANAGER GM FUTURE DESIGNS CITY LA QUINTA HYDROZONE INFORMATION TABLE IRRIGATION POINT OF' CONNECTION (POE) NO. SHALL BE EX THE DIAMETER CONTROI FR NO. VALVE CIRCUIT NO. PLANT TYPES* A A A A A A A A A TOTAA STATIONS PLANT TYPE CST= COOL SEASON TURF WST = WARM SEASON TURF HW = HIGH WATER USE PLANTS lA 2A 3A 4A 4A 5A bA 7A A by General Contractor) OF THE PIPE. TELEPHONE NO. 760-315-7473 FAX NO. EMAIL ADDRESS STREET ADDRESS: STATE: CALIFORNIA gustavoegmfuturedesignacom 79125 Corporate Center Dr. '5703 I ZIP CODE: 92248 IRRIGATION METHOD** AREA ISQ.FT.) OF LANDSCAPE AREA MW = MODERATE WATER USE PLANTS LW = LOW WATER USE PLANTS SEE SHEET L-7 455 347 465 1134 789 195 1235 4,50 426 825 5 AT ION METHOD 5.68 4.34 5.85 14.18 9.87 1,5.44 10.32 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 CAULD Staff does not constitute approval to encroach into district and USSR Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWDand USSR easements or right-of-way without first obtaining an encroac..frment permit from CVWD.. Date w o cn co cu Tic, cd cn Eei co REVISIONS a cn iatt CD cn cn co CC Me CA 92260 Palm Desert, 12-10-E4 ALL GM Revised per Car comm dated II/18/14 SHEET # Revised per CVWD mmmentsdaMdIVM PLOT DATE: 12.11.14 _ IRRIGATIO PLAN / 1 / / / I / / / / / / / / vI/ / y- . / l / / / AR l / / 1/ a l , . l l / / / / / / / / / / / / / I i / / / / / l 1A�2/ / /I 7- / / I / / / / / / / i I ,l / 11 / TOE/ III l l /l / Alil% IIII 1 1 1 1 1 l y/l 11 I III 1 1 I 1 1 I II 1 1 I II �1 � 1 1 1 I 11 I I II I ! I �I 1 I 1 I I I I I I I I \( I I II till I I 1 1 i/I 1 I/ 1 1 1 1 1 1 1 Iw I I I I I I I 1 1 1 1 1 1 1 1 1 -I 1 1/ 1 1 I /(NIA�I I 11 I I I l/ 1 I I I I I I I I I i l l i l j R I I I I I I 1 I 1 4 I I I III I I I �R I I I I I j/ I/ I 1 I 1 1 I17/ I f I I I I I 1 1 R 11 II II I I I\�i! I / / II I I II 11I I ' I' 13 / II I I 11 II (LANDSQAPEti AMID mRAGIP l I / I l / %'R )Il`` / / / / // l / 4/R 1 I I/Y I I I / I I I I I I I I I I I I I / I I I I ! I I I I I cc / !I / / / I I i / I •1 1 1 s.,1 I I K! 1 1 1 1 1 1 I I 1 I I 1 1 I I 1 1 1 II I II Aft - I (10 0 2 E.I.P.I IN T/IOU I v Eb PI'Ec DRAIN PIPE \ \S \ \ \ \ \ \ \\ \\ \\ \\ \ \ \ \ \ \ ,_\\I A \ \ \\ \\ \\ A\ }\ \\ \ \\\ \\ \\ \� ram '\ \\ \ 1 \ \ \ R\ \\ \\\ \\ \\ \\ k \\ \ \ \ \ \ \ 1 \ \ \ \ \ \ \L \ 1 A V \1 \ II , \\ --\- __ - \\\\ \\ \ \ \ 1 \ \ \ \ I 1 \\ \\ \ I \ \\ A I I \ I 1 \ I I \ I portant Notice - Underaround Service Alert. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate will be valid For your Dig Alert Identification Number call Underground Service Alert 700.52 FS TOLL FREE at 1-800-227-2600 two working days before you dig. 705.4 TW 700.04 TC :ruction contractor agrees that in accordance with generally accepted construction 699.3o FL ;onstruction contractor will be required to assume sole and complete responsibility for !Itiiitions during the course of construction of the project, including safety of all persons ty, that this requirement shall be made to apply continuously and not be limited to king hours, and construction contractor further agrees to defend, indemnify and hold fessional harmless from any and all liability, real or alleged, in connection with the e of work on this project, excepting liability arising from the sole negligence of design Jl. taLwILndIIIIIiIt II Wu, , u I. soli HI I PI I I111' 7:111 II Ifill Ali II 700.7 EG 705.3 1W (700.56 ra) ---- EXISTING WALL • 699.86 TP 313 EXISTING BASIN xia POOL YYIIYYY1YIdWl"' - I (706,.2/f0P) „it' GUTTER .1,.41 LYh Albutl Lili_.J,IIJUIIIliL11lu1 II Ie.I Vdm I hit itil II 1111 IIIII Ia11JY11111.LLIz.LLL i 1 I1111IilY111111111, /0? ow ANDREAS SETBACK NOTES 1. Locate light fixtures a min. of' 4/-0" from edge of tree. 2 Locate light fixtures l'-0" from edge of palms. 3. At all times a conscious effort will be made to place light fixtures In planter beds instead of lawn areas, These measurements area superseeded only when field conditions warrant change by Owner's Representative. OP 704.62 TO 712.5 TOP PATH STEP STEPS (706.02 TO 4" DI?. INLET/OUTLET pIPE & DRAIN FIFE 1,11E5 JOINTS) /-24" D.I.P. OVERFLOW & DRAIN PIPE _IGHTING LEGEND QTY. SYM . FIXTURE 5 APROX 2 KIGHLER LED-I5143 AZT FIXTURE ELECTRICAL: I2V, LAMP: 5519 LED bCP WIDE FLOOD SHORT CON.: I5749-AZT be WIDE FLOOD SHORT Gait: I5102-AZT ELECTRICAL: 5.5y, LAMP: 419 LED PATH LIGHT KJGHLER LED-150T3 AZT FIXTURE. PI Fr TRICAL: I2V, LAMP: ION LIED STEP KIGHLER LED -ROPE TAPE. DOWN LI6HT 3-500 WATT CIRCUITS NOTE: PHOTOCELLS APE TO BE LOCATED IN SUN ACCESSIBLE ARF-A.5. • is 11 IP ill Ill ILA ELECTRICAL NOTES 1, Electrician is to provide all necessary plans, specifications, and documents, etc. and obtain all required approvals and permits. 2, Unless otherwise pr•ovided by Contractor, electrician is to size and circuit all electrical requirements shown on plans, (i.e. lights, pumps, pool equipment, time clocks, irrigation controllers, etc.) Contractor Is to provide as builts. 3, All materials and workmanship shall conform to all Governing Codes and Ordinances and acceptable standards of' practice, 4, Coordinate all work, especially sleeving, trenching and backfilling with irrigation, concrete and masonry subcontractors as required. 5, Lighting controllers will be located ad jacent to Irrigation controllers whenever possible. 6. Electrician Is to confirm exact tree location so as to insure proper Installation of' light fixtures, NOTE: PROVIDE TRANSFORMERS WATTAGE AS NECESSARY WITH PHOTO CELL, NOTE) ALL UPLIGHTS LULL BE SI-IROUDED TO SHIELD THE L IGHT SOURCE NOTE: MAILSOX LIGHTS ARE TO ISE ON PHOTOCELL TO REMAIN ON ALL NIGI-IT NOTE: PATH LIGHTS ARE_DESIGNED SO_THEY CAN NOT IBE TURNED TO LIGI-IT UPUJARp COMMENTS MOUNTING: 5' IN-6ROUND STAKE LENS: FROSTED COLOR: TEXILIRED ARCHITECTURAL BRONZE MOUNTING: 5' IN -GROUND STAKE FROSTED COLOR: TEXIURJED ARCHITECTURAL BRONZE MOUNTING: 51 IN -GROUND STAKE LENS; FROSTED COLOR,. TEXTURED ARCHITECTURAL BRONZE MCUNTINEF: MOUNTING: 1521b - Porter Post (Slack/ LENS: CLEAR COLOR: TEXTURED BLACK MCUNTINE/: STEP FROSTED GLASS COLOR: MOWED ARCHITECTURAL BRONZE MOUNTING: UNDER CANTILEVERED GAP Lets: FROSTED COLOR: FROSTED INALJ- MOUNTED TRANSFORMER NORTH LOT 6 (711.0 APPROVED PAD) 'cat) C311)/ ELJ 20' 30' LIGHTING DESIRED FINISH gITIDITUREEI ARCHITECTURAL BRONZE OBROWED BRASS LED ACCENT LIGHTS A FULL COLLECTION OF ACCENT LIGHTS ENGINEERED TO PROVIDE THE SPREAD OF LIGHT NEEDED WITH THE AMOUNT OF LUMEN OUTPUT DESIRED. SPECIFICATIONS HOUSING DIE CAST ALUMINUM OR DIE CAST BRASS WITH FROSTE13 TEMPERED GLASS LENS AND POLYCARBONATE MOUN11NG STEM AND LOCIGNUT. FINISH TEXTURED ARCHITECTURAL BRONZE LEADS. CABLE CONNECTOR SUPPLIED WU FIXTURE 8'1N-GROUND STAKE LIGHT SOURCE ILLUMINATION PROVIDED (INCLUDED) BY INTEGRATED LED CHIPS. MOUNTING ACCESSORIES INCLUDED 8'1N-GROUND STAKE OPTIONAL COWL ACCESSORIES 15749 AZT- TEXTURED ARCHITECTURAL BRONZE COWL FOR USE WIT1 3-WATT AND PALM & TREE LED ACCENT LIGHTS MODEL NO. 15741 AZT & MODEL NO. 10743 AZT LIGHTING (MARINE GRADE POWDER COAT) O BBR - BRONZED BRASS O BKT - TECTURED BLACK (MARINE GRADE POWDER COAT) DESIRIS3 OPTIONAL COWL ACCESSORY DESIRED OPTIONAL LENS ACCESSORY 0 15876 AMB AMBER (OFFERS WARMER HUES OF LIGHT) G15886 GRN GREEN (INIENSIFY THE GREENS OF FOLIAGE) O 15896 FRO FROSTED (DIFFUSE UGHT WHERE YOU NEED in SPECIFICATIONS LIGHT SOURCE: 9 INTEGRATED HIGH OUTPUT NICHIAts LEDS. TIGHTLY BINNED FOR COLOR UNIFORMTTY, AND CONSTANT CURRENT DRIVER. RYMER USAGE AT 12V AC INPUT VA WATTS: MULTIPLY FAURE VA BY THE NUMBER OF FIXTURES USED TO DETERMINE ME OF TRANSFORMER INT• TH NO LOSS IN OUTPUT DUE TO CONSTANT CURRENT TECHNOLOGY. CA• BLE CONNECTOR SUPPUED. MOUNTING ACCESSORIES INCLUDED: r IN -GROUND STAKE 8' IN -GROUND STAKE (INCLUDED) 36 WIDE FLOOD - LED ACCENT LIGHTS MODEL NO.15753AZT FR LIGHTING SPECIFICATIONS LIGHT SOURCE: INTEGRATED LED'S AND POWER USAGE AT 12VAC INPUT VA 8: WATIS: 5.8 VA,4 W. MULTIPLY FIXTURE VA BY THE NUMBER OF FIXTURES USED TO DETERMINE SIZE OF TRANSFORMER CABLE CONNECTOR SUPPLIED. tn MOUNTING: 15276 P-191' Power Post (Black) FIXTURE PHOTOMETRIC (FC) LED SHALLOW SHADE SMALL MODEL NO.15805 LIGHTING DESIRED FINISH SPECIFICATIONS HOUSING: DIE CAST ALUMINUM WITH A FULLY SEALED HEAT -RESISTANT GLASS LENS. WIRING: WIRE CONNECTION MUST BE MADE INSIDE JUNCTION BOX LIGHT SOURCE :ILLUMINATION PROVIDED BY INTEGRATED 3.2-WA1T LED CHIPS. MOUNTING ACESSORY: STAINLESS STEEL MOUNTING HARDWARE AND JUNCTION BOX FOOTCANDLES/DISTANCE FROM FIXTJRE CENTER 208 0.16 0.05 1' 1.87 029 0.09 1.5' 1.85 0.72 0.12 2 1.3 0.77 0.16 0.85 - LED STEP LIGHT WITH LOUVRE FACE MODEL NO. 15773 AZT 311 S. 00 Cn co 42. Ci telml eel co LL tzl CC CbQ CCU- Cn ati - REVISIONS Deb Date SlatsAffeckd 1-10-15 ALL LIGHTING ING PLAN Desert, CA Ds Doalotlanoleume GM Revised per ALCC comments dated 12/29/1 SHE PLOT DATE: 12.16.14 LIGHTING PLAN NOTE: GATE CONTRACTOR TO PROVIDE ALL GATE CONSTRUCTION DETAILS 9516 COMP SUBGRAD E • 2„ 3'_2„ r ELEVATION - GATE I/2' THICK YUKON GOLD STONE VENEER BIGHORN NATIVE sTO STONE VEER 2' THICK YUKON GOLD IC=11 D.=.._ =1111:1141.4 ir1 -n=m IL=J1= .I11141 11=11 1-1111n-n -I=g=J n ir.=.n :1= 1 _ 11-11 .11-n=n J -1 n- 4 Ir-n=n- -n=n. , , .11=11=11=1-1-11-11=11. -1 I . -11=Ir=11=1=11=11=11=G! :I_I_II_..11=1 .-=1r-I1-II=L I� as 11 E II 111=J1=1K► 1 I=1. 11._1=11 III -_�LIL11JLI 11=0.1 I�11. n-n-n� -n n n 1n • 1PRING LATCH ASSEMBLY. 1/2' SQUARE STEEL PICKET FLUSH AGAINST WOOD BACKING. (EQUAL SPACING) 1 1/2' SQUARE STEEL TUBE PICKET. (EQUAL SPACING) 2' CEDAR WOOD BACKING STEEL JAM BOTH . SLUES Z7 BLOCK WALL SCALE' 1/2'=l'-0' a' '-0, I f=11�' 'I I 1F.=' 1u =1 id I R ail-- i in sir-lr-IF-.r rl 1:41.=1r=J _r.-JI-Il=7_1:-1 d 11-11J1=4= GI=11=11-11.1 II -1-# t r.-1rr=lr-lKr� =i1= II=1r II lr.==11.-1=.I Ir 1=11=1=Ir=11=1 1-11. r==1 a 11=11--a=1-11=1L 1=1 11- II=1 II Ti 11=1r=FYr I l o =11= =1--1r=n-�a= 1IR 11=11 1-D4141 �n 1 i 11=1 11 'rilI - I ir-'M1=11=L f. 1-III.-II-JI- Ii I II n-J r I.I I1 a If.-,BrI=I �1.-J1 1-11-_JL. 1-1111 INHERED &UNITE SHELL 'COL CONTRACTOR EmE a a A a 1 1/2 SQUARE TUBE FRAME. HEAVY DUTY HINGES (2 EACH) FINISH GRADE. NDIES: 1 WELD ALL JOINTS CONDNIOUS. NO SPOT WBDM6. 2 USE WOW 102 6UASE 5T®. ON ALL COMPONENTS. 3. ALL POOL ACCESS GATES TO OPEN OUTWARD OR MAY FROM THE POOL AREA 4. GATE LATCH TO BE 42' FROM BOTTOM OF LATCH TO F5. OF WALK RISS 51RE EWER CAM OR HEALTH DEPT. BY LEG, ADA. BY LOGAL H TE3/LIE--T INFINITY EDGE a FEEBLE GOAT POOL _'If =u=i `I1=11. n=1r=.I nit �-a[ D n=#. II=11=11. 1=11- ff. 11=°:%1=�1:Ir11II2r 1=11= 11.1 a SECTION - INFINITY EDGE SCALE' 1/2'=1'-0' • SEE STRUCTURAL ENGINEERS PLANS FOR CONSTRUCTION SPECIFICATIONS THIS DETAIL 15 FOR ESTHETICS ONLY o FINISH C. Lalr 21 el- it 03 ~,I ' IIIII' ....0. 1 ). _ 11111_1111I-IIIIII 2-#4 BAR CONT. HORIZONTAL 6"zrz16" CONCRETE BLOCK - GROUT CELLS WITH REINFORCEMENT ONLY #4 BARS @ 24' 0.C, @ CENTER OF WALL BIGHORN NATIVE STONE WHEN FACING STREET, GOLF COURSE OR PUBLIC AREAS 1-#4 BAR CONT. HORIZONTAL AT MID -HEIGHT. #4 BARS @ 16' O,C. ALTERNATE BENDS AT FOOTING, FINISH GRADE gi-I111 CONCRETE FOOTING i :•" 2-#4 BAR CONTINUOUS 90% COMPACTED SUBGRADE NOTE: WALL DETAIL IS FOR GRAPHIC REPRESENTATION. ALL WN 1 R ARE TO BE ENYIN✓®iW BY STRUCTURAL ENSINEER ® SECTION - GARDEN WALL SCALE' 1/2'=1'-0' NOTE: BUILD PER CITY STANDARDS WATERLINE ILO" • 1'-0' I'-n' VARIES BIGHORN NATIVE STONE PLANTER SOIL Ibxl24b WHO. WATER PROOF BLOCK BEFORE FfKFILLING GONC. FOOTING (2)* 3 BARS (HORIZONTAL) • 3 BARS &B7DCAU gas' IN F QNIJG I5% COMPACTED SUBSPACE 1'-4' /-6IGHORN NATIVE STONE 'NISH GRADE 2'-0" NOIG NHL MAIL E. FAR 6RPBIIG RE ERTAT1(11 ALL NHL) ORE TO TE @KIN®'® BY 91RZtRAL BKPffit © SECTION - RETAINER / PLANTER WALL SCALE' 1/2'=1'-0' NOTE: BUILD PER CITY STANDARDS BIbrt,u NATIVE STONE PLANTER SOIL bxbxlb GONG. PL OrK WATER PROOF BLOCK BAGKFILLIN& GONG. FOOTING (2)I13 BARS (HORIZONTAL) * 3BARS ( AA VL RT1CU) ?OE; F�TIIJG '15% COMPACTED SUBGRADE 2b" 'BIGHORN NATIVE STONE NISH GRADE NON[ NHL OETAL 5 FOR 611444HHL R3ESa1rAl ml. ALL MI5 ARETO EE TNRItaaa, BY STRUCTURAL BOWER SECTION - RETAINER / PLANTER WALL SCALE' 1/2'=1'-0' NOTE: BUILD PER CITY STANDARDS HONED NATURAL STONE NATURAL STORE TROUGH ICI 1 B-141= Afar 141= 11=1 _irebn LL. 11=.11-1L= nall�I I �.IludEllull�I',i +il Ir�[ .1 I-=--- 11= p19.H'. 1. -gn1 1. 11=1- I _.-Ala. I-1 . '=11:=:111=11=1r1 I;'1-� Al `EN6I11351ED &U'NITE SHELL COMPACTED WEIGRADE SECTION - POOL STEPS o COVERED PATIO SCALE' 1/2'=1'-0' GEL STRUCTURAL ENGINEERS PLANS FOR CONSTRUCTION SPECIFICATIONS THIS DETAIL 15 FOR ESTHETICS ONLY BY FOOL CONTRACTOR 44 POOL 4 b`° 4 I8" • • SPA 4 4 COMPACTED SUBGRADE SECTION -SPA PEBBLE FINISH -VERIFY SCALE' 1/21=1'-0' HONE) NATURAL. STONE TROUGH NATURAL STONE Flf Ir- J[=1f-N • 1=II=11= 1[=11 71- ;uff-11-hull. T TRAVERTINE IVORY BLEND FROM NPT. OVER A 3" CONCRETE BASE 1 SECTION - ENTRY STEPS SCALE' 1/2'=1'-0' 3 CONCRETE SLAB BASE CSECTION - FLOORNG TRAVERTINE IVORY BLEND FROM RFT. OVER A 3" CONCRETE BASE LINE OF GRADE SCALD 1/2'=1'-0' �x3 METAL POST 3/4" DIA. GAB' FS TAL BRACKET BIGHORN NATIVE STONE VENEER -I6X6X8 GMU BLOCK CONCRETE FOOTING q5% COMPACTED SUBGRADE SECTION - CABLE FENCE SCALE' 1/2'=1'-0' • POURED IN PLAGE DESERT TAN CONCRETE WITH LIGHT ACID FINISH ' BLACK MEXICAN PEBBLES t+ / % COMPACTED SUBGRADE SECTION - DRIVEWAY SCALE' 1/2'=1'-0' NOTE' FOR CORRECT NUMBER OF RISERS REFER TO CONSTRUCTION/ GRADING PLAN, , VARIES SEE PLAN I, SLOPE 0e o O= MM STEP LIGHTING FINISH MATERIAL VARIES VERIFY PER PLAN #3 BAR CONT. (2 EACH) #3 BAR @ 24' U.C. 90% COMPACTED SUBGRADE. T/i FELT EXPANSION JOINT. SLEEVE AND DOWEL @ 24' O.C. SECTION - CONCRETE STEPS SCALE' 1/2'=1'-0' Section 4216/4217 of tho Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate will be valid For your Mg Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. struction contractor agrees that in accordance with generally accepted construction construction contractor will be required to assume sole and complete responsibility for :onditions during the course of construction of the project, including safety of all persons Orty; that this requirement shall be made to apply continuously and not be limited to orking hours, and construction contractor further agrees to defend, indemnify and hold aofessionol harmless from any and all liability, real or alleged, in connection with the ice of work on this project, excepting liability arising from the sole negligence of design WINDOW UNIT / BOFOOTINGB -1-� a 1- _---1 ==.I, 11J1J1= I=il-i-i.It 1 1f=1f=1N�°ItiI=9-I--1.. 71=11-11=1f E#11=11-11: 11. b '.=.11.=1L=.11.=.IL=.11=1I-11=11-11-1L .I1=Ih-11=IIJI-111� .11.=11'-7C=.IL UNDER WATER 1° C :II=11�-1r=71=R .0=1L=:IL'=11=1 71 11-B-11'-11-11 _% yIr �1e 11��'e -IL-II.1I11-11II II1=p1�1II.1 LIGHTS B° T 1l■lcjl-Ij Ij�lj'' I'-II■-1111TSIN -1r=n=n-n: -�- u-n-1- .-n-u- - 1 At n=n r a a s A unu u i n. 't-ii . III=11 p,11-„ 96 1,4A FEATURE TURAL STONE VENEER FROM NPT. OVER A 3" CONCRETE BASE NDER HATER LIGHTS SECTION wo ENTERY WATER FEATURE SCALD 1/21=11-0° 11 IA :1 • EA lUIVISIONS Della Oak Sh54544•4141 A A 12-10-14 ALL A Cn cit 173 ot leA ai 0 0 0 CO Desert.. CA 92260 Drscraalonoltbance GM Revised per City Darn dated 11/18/14. Revised per CI; comments dated 12/1/14 Revised per ALCC commena_ dated 10/28/14 SHEET * I PROJECT_ DATE: 8.27.14 PLOT DATE: 12.16.14 CONSTRUCTION DETAILS LAI\ DSCAPE =VIA I\ TE \ AN CE PROGRAM rat Work Activities andscape maintenance work Includes trash pick up, arf areas as well as removing litter. In addition, a determine the need of further attention such as nts to Irrigation systems. • ItIzing work schedules, consider the followings bile access areas must be kept neat, clean and safe tnted areas should look kept and be free of weeds and litter, 'lediately remove debris and dispose of properly, move dead or dying plant parts, (This Includes hanging or broken tree limbs/palm fronds) :card green waste at appropriate green waste recycling facilities. part faulty Irrigation systems Immediately. In the case of damaged Irrigation heads repairs should be made the me day, Idic Work Activities mowing/edging turf areas, weeding shrub beds, irrigating general Inspection of all maintained areas Is required on a regular pruning, turf problems, weeds, Insects, fertilization needs and maintenance procedures are performed only one or two times per year. This work is usually sensitive to plant flowering emperatures and seasonal watering needs. Work generally performed on a 'seasonal"basis includesr pruning, 3, adjusting Irrigation schedules, -turf aeration, over -seeding, applying herbicides/pestIcldes and removing/replacing dead or nts, w1w� 1 t =3zi aat Slav =art �ii; ni°dark activl 6SI 2 pr (berembpr - FebriJary) ray weed Infested turf areas with a selective post emergent herbicide. ply pre -emergent herbicide to control crabgrass, spurge, dandelions d oxalis In turf areas. ✓ weeds that have emerged in planter beds, apply a broad leaf herbicide (contact or systemic). ply fertilizer -to turf, annual color beds as needed. rtlllze lawns with a balanced, slow release product appropriate for the season of plica-ton and per soil fertility test results. une deciduous shrubs and trees, (Pruning should be completed prior to leafing, or after Flower buds emerge id after any danger of frost has passed) ill pruning of trees and shrubs should occur after over -seeding and when over -seeded areas are well established. •v S ro Inn CMaprh - May) Iminate broad -leaf weeds In grass areas with selective post -emergent herbicide registered for use on the trticular weed species present. 'ply a second application of a pre -emergent herbicide to control crab grass, • une shrubs and ground covers to control their size, to remove any dead stems and branches and to remove any ant parts damaged by frost, Cut off and dispose of dead flower stems, rveloping broad -leaf evergreen stems can be damaged by heat. Prune lightly only when necessary. rate turf. ?rtitize plants with slow release, well-balanced fertilizer with the exception of native or arid plant species. Irrigate artillzed area long enough to wash particles off foliage, but do not displace fertilizer or create surface runoff • oblems. ants producing abnormal, or abnormally yellow, leaves should be examined for possible nutrient/water imbalance. ' water related, check soil grade to ensure plant is not sitting to Low In the planting hole. necessary, adjust soil grade to adequately keep water from the root crown. o S rIr' -kg Carly C e (inn, ,early Jung) amine turf areas or weedsand remove with a selective post -emergent herbicide (If needed). -une Date palms In early May or when blossoms have set. Prune Washingtonla robusta palms in mid June, _move fruit, dead and/or dying fronds, Check shrubs pruned In winter as they may require a second pruning. ner (late Junp Aumust) "une Washingtonla fItifera palms In late July. Na other major pruning should be performed on plants/trees other non that which provides for the safety of pedestrians or clearance of vehicles. e Summer Early fall (SPnjemhp' - October) tuning of some tree species may occur at this time. carping, aeration and over -seeding operations should begin as soil temperatures drop and night the air temperatures re consistently below 65 for five consecutive nights. lent trees, shrubs, perennials and bulbs. rune ground covers back to established borders, Take care not to over prune, irnnended pruning practices lost one-half of the foliage show d be left in the upper two-thirds portion of the tree. hes should not be crowded, Branches should be uniformly spaced throughout the entire tree and along the :h of each branch. r trees are established (four to five years after planting), -they should be placed on a rotational pruning schedule ing between three to five years. Based upon the -type (species), Location and overall condition, individual s should be placed on a pruning cycle. Tuning cycles do not eliminate the need for immediate or emergency maintenance demands, :onsider the plant type, Its natural form, location and overall condition. Whenever possible, trees should to one of the following techniques. anon Cleaning' Selective removal of one or more branches which are dead, dying, diseased, weakly d or producing water sprouts In the trees canopy. (See Illustration #2) anoov Ralsinni Selective removal of lower branches to provide desired clearance for vehicles and/or fans. a pqv Redurtlar Reduce the height, and/or spread, of the entire -tree by selective (Crown shaping) o branches cl sest to the nearest lateral branch. noov Restorations Selectively removes overcrowded, dead or dying water sprouts that have occurred pping, vandalism, over pruning or acts of nature. The remaining water sprouts are allowed to grow I a natural canopy. :ainr‘ov Thlnnlri i Selective removal of branches to increase light penetration, enhance air movement, Ice the weight of lateral/scaffold branches, hatch' Selective removal of 'vertical -growth branches allowing for the development of more 'horizontal - branches. Vertical branches are cut back to the base of a strong scaffold or parent branch, (This is the referred technique but may be required on trees Located beneath utility lines or on trees that have been sly topped) nation' Reducing or removing branches and stems to slow down the growth rate of competing leaders, ?moving branches consider the size of the branch, Its location, attachment angle as the health and vigor of the tree. No more than 20% of the live foliage should be removed at one time, The he plant the less tolerance It will have to pruning, n mature plants, prune less. It is always better -to remove smaller branches rather than larger ones. • uning tools sharp and dean, When pruning diseased trees tools should be dipped in !ach cut, iould be clean and smooth A three -cut process Is used to remove larger limbs. This • Ing of the bark and minimize wounding Cuts should be made just outside the branch s not visible, the cut should be ned at a right angle to -the parent branch leaving a slight stub (1/16 to 1/8 Inch). e o ing dead branches, the final cut should be made Just outside of the branch bark ridge and collar of callus or wounded tissue, When removing d sensed branches, remove at least 6 to 9 Inches of additional tnch tissue. This will help prevent the further spread of disease, taller than 15 feet will require the use of a ladder, rope and saddle, or lift truck Do not use spurs and/or as they will cause damage to the tree trunk, The only exceptions to this rule occur when emergency effort qulred to reach an Injured climber or when the entire tree being removed. pe Prunlnn .ees should be pruned to remove dead fronds and thorny fruit stems as they will become hazardous and unsightly. alms are located adjacent -to sidewalks or parking areas, fronds should be removed nimum clearance height of B feet, fronds are to be removed only when they *op below the horizontal plane or horizon line, a lOX bleach solution will help avoid stripping bark ridge and collar area. If tainino Shrubs should be pruned when they' (1) grow too tall for the area where they are located, (2) block vehicular line of sight, ome rangy or woody, (4) have dead flower stacks, and (5) block or hamper access to sidewalks or curb areas, /hedges should be pruned annually or semi-annually, depending an their growth pattern and their growth rate, st time to prune evergreen plants Is in fall pr spring, FLowering plants ore not pruned until after they have bloomed .d sensitive plants are not pruned until after danger of frost has passed. should be done with the use aF hand held pruning tools, Avoid the use of hedge shears except when the height of a nust be reduced quickly. When the use of power shears Is necessary, remove branches to a desired height or width then selectively remove every other branch with hand pruners. Pruning of plants Into geometric forms Is not an able form of pruning (with the exception of spedallzed topiary pruning). ng upon the type of plant and the overall landscape design, It is desirable to allow plants to grow near or Into each to create a hedge or a screen. Shrubs/ground cover adjacent to curbs will not exceed a height of 3 feet, Shrubs I behind sidewalk areas are allowed to grow taller but should not Impede pedestrian access to, or pedestrian traffic, sidewalk, ntat grasses should be cut back annually or bi-annually to a height of 9 to 12 Inches. Dividing the grasses Is another control their growth horizontally. tainino Vines tad espalier plants tied to training devices should be examined monthly, and when necessary should be pruned and vines In a manner that promotes directional growth In 'conjunction with supports. Do not use nails to secure vines onry walls, tainino Ground Covers covers a e to be kept free of weeds, and properly trimmed along walks, walls, and paved areas. use a hand hoe to remove weeds In plant bed areas. Extract weeds by hand or spray with an approved herbicide. Utter in ground cover areas as needed, covers should be trimmed to within a minimum of 12 Inches from control units, valve boxes, couplers, other appurtenances, :tures. They should not be allowed to grow Into trees or shrubs nor onto structures or walls. Ground should be maintained as shrubs would bet selectively prune stems to reduce size and eliminate whips such as on vlllea. Arbitrary and non -selective pruning on ground covers can cause problems similar to th se on trees or shrubs. lective pruning does not remove dead or dying portions of the ground cover. The damage caused by hedge shears stems is unsightly (especially when using power hedge shears) and It does not reduce the size of the plant but can y cause rapid re -growth. Us hand pruners or toppers to reduce the size of the ground cover. In some cases, removal ess plant material may be the solution -to controlling the plants within a given planter area. (tainino Cacti and Succulents lance of cacti and succulents is minimal. Monitor growth and development, inspect for possible excess moisture, scaLe, or mite problems, This Is especially Important for Agave, Cereus, Carneglea, Echlnacactus, Opuntia, Fouquerla, and • species. :pray heads, or high volume drips away from base of plants. The tendency to over -water these plants Is the Leading of their demise. Controlling the watering frequency will help eliminate -this problem and may prevent root rot. and mite problems should be controlled with a systemic pesticide as these Insect pests can spread and may lead to the of the plant. Scale must be controlled when the Insect is still In Its crawler stage, Before the application of any pesticide, 'portant to Identify the pest and get a written recommendation from a California State Certified Pest Control Advisor to best method to control -the pest mo ortant Notice - Unc ?rarpund Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate will be valid For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2800 two working days before you dig. instruction contractor agrees that in accordance with generally accepted construction s, construction contractor will be required to assume sole and complete responsibility for conditions during the course of construction of the project, including safety of all persons perty, that this requirement shall be made to apply continuously and not be limited to working hours, and construction contractor further agrees to defend, indemnify and hold professional harmless from any and all liability, real or alleged, in connection with the once of work on this project, excepting liability arising from the sole negligence of design ?anal. Fertilizers and Usage Supplemental fertilizing may be required to Improve the nutrient levels of the soil, Test should be conducted once or twice a year (before and after the growing season) on all turf and shrub areas -to determine actual nutrient needs. Soil samples should be sent to an Independent testing lab at least six to eight weeks before the next scheduled application. 1, Record all fertilizer, applications noting the Identity, type, formula, application rate, frequency, and landscape material (turf, trees, shrubs, ground cover) the fertilizer was applied to. Prior to, and Immediately after application, the surface area must be well watered, but do not allow any area to become Flooded (standing water). 2. Fertilizers an be organic or Inorganic, dry, Liquid, or pelLets. 3. After applying fertilizer, wash down all adjacent areas to prevent fertilizers from staining surfaces. 4. Fertilizer needs, rates, formulas and schedules very from plant to plant, and season to season, The optimum the to fertilize trees and shrubs is late fail when plant roots are most active, 5. Trees, shrubs, and ground covers that require supplemental applications should be scheduled In accordance with the National Arborlst Association Standard for Fertilizing Shade and Ornamental Trees, the National Arborlst Association Standards, and in accordance with the rate Indicated by the manufacturer. 6, Some plants may require deep root feeding or Foliage applied sprays -to correct Iron chlorosis or other micro -nutrient deficiencies normally In -the summer months of June, July, or August. 7, Fertilizing native or desert trees, shrubs, and ground covers Is not recommended, B. Over -seeded turf areas should be fertilized no less -than once every 90 days. Apply a high nitrogen formula once every three to four weeks after over -seeding, and again In December or January, as well as In April or May. 9. From June to August, use a balanced slow release fertilizer. �La--All-fertIlizer;tpplleatIOn-,r »-----hatri-_.bp_017laccordance. Witt 1,. :ai-rr. s--;j itica'Llohsi •Weed Con Cbrdl Weeds Inhibit lawns plants, and trees from gaining the moisture and nutrients they require for growth and development. Weeds show d be removed as Follows 1. Remove all weeds as soon as possible from lawns, planters, planting areas, expansion Joints, tree pits, and 'graveled" areas. 2. No more than le% percent of the turf area should have weeds. 3. Weeds in lawns can be controlled with selective herbicides or n post -emergent spray. 4. Walt until the second or third cutting before using pre -emergent herbicides on newly seeded lawns. 5. To control crabgrass apply pre -emergence In January while Bermuda grass Is dormant. 6, Broad -leaf weeds In lawns can be removed selectively with post emergent herbicide, When utilizing this method of control, care must be taken not -to harm the areas adjacent to the application. 7. Weed control in planting areas may Include mechanical and chemical methods, Mechanical or hand weeding should be limited to °spot"control In newly planted areas or windy conditions. B. When weather permits, use herbicides to prevent weed seed germination In September, Herblddes must be registered for use on turf grasses, ornamental plants, and weeds selected for treatment. 9, Selected herbicides should be registered for us on turf grasses and shrub planting areas. Follow directions to ensure the herbicide Is safe for use on ornamental species Of applicable>. 10, Calibrate spreader (sprayer), apply evenly first In one direction and then the other. Insect Related Problems If Insects are suspected, identify the insect, monitor -the problem, determine the extent or progression of the problem, and If necessary spray with appropriate Insecticide, If possible, do not treat as this may be a seasonal problem that may correct Itself, + AU areas of the landscape should be inspected for Infestations of harmful pests which Include aphids, beetles, scale, slugs, sails, spider mites, thrips, whiteflles, Eucalyptus longhorn borer weevils, Palm borers, and Palo Verde borers Leaves that are chewed, blotched, deformed, discolored, skeletonized, defoliated or wilted could be signs of st problems. + Pestecontrol can Include an integrated pest management control system, pesticide control, exclusion, natural enemies, biological control, and host resistance, + Application of all pesticides will be made by a California State Licensed Pest Control Applicator. Pesticides should be applied when the possibility of contamination Is at its lowest. Early morning application shall be used when possible to avoid contamination from draft Applicator should monitor -the weather and avoid conditions that would greatly reduce the effectiveness of the treatment or create possible harmful run-off from the treated area. Applicator should also ensure that -the prescribed chemicals are most effective during the current life cycle of the pests. + Post warning signs In areas where pesticides are to be applied and reduce watering to eliminate runoff, If water Is required to Increase pesticide efficiency, It should be applied In quantities the area is capable of receiving without creating excessive runoff. + Exercise caution when mixing and transferring pesticides to prevent contaminating areas outside the target area. Application methods should be used which ensure materials are confined to -the -target area. Spray tanks containing excess chemicals shall not be drained on site. Disposal of pestiddes as well as tank cleaning materials shall comply with the guidelines established by the State of California Food and Agricultural Code and EPA regulations. + Spray equipment shall be In good operating condition, of high quality, and designed to efficiently apply prescribed materials, Avoid high pressure appllcatlons and water soluble drift agents, + Pesticides should be selected from materials which characteristically have the lowest residual persistence. + Consultation with a State of California Licensed Pest Control Advisor may be required before applying chemical treatment(s). + In case a Restricted Use Pesticide is recommended, there must be a Restricted Materials Permit Issued by the County of Riverside Agricultural Commissioner. + Do not use toxic pesticides to control pests when predatory or parasitic Insects are present. + A continuing program to control Insects and rodents Is recommended, The following information should be Included' the pest to be controlled, method of control, the product labels, a schedule as to frequency of control. Maintain a monthly and daily pesticide spray log to record all pesticides used. Sprinkler Maintenance The controlling factor in the performance of water management within Landscape maintenance areas Is the appllcotton of water -to landscape plants at a rate which closely matches -the actual demands of plant material with little or no runoff. Water conservation, roadway safety and maintenance are the first and foremost reasons why water must be strictly controlled within the City, Other important water management considerations Include safe and dry turf areas for community use, water costs, and plant health. I. Before repairing or adjusting systems, verify the operating pressure of -the supply system. Static pressure at P.D.C. should also be checked. If pressure is substantially higher than design pressure. Adjust pressure regulator accordingly. 2. Irrigation schedules should be adjusted seasonally. 3. The entire irrigation system, Including alt components from connection at meters, shall be maintained in an operational state at all times. This Includes controllers and remote control valves, gate valves, main lines, service lines and Irrigation heads. 4. All repairs shall be performed by fully trained personnel knowledgeable In all phases of landscaping and irrigation system operation, maintenance, adjustment, and repair. Repair personnel shall also be knowledgeable in all type of components Including control docks valves, and sprinkler heads, as well as with all brands and models of Irrigation equipment utilized In a landscape, 5, Main irrigationand supply systems must be tested and Inspected periodically' purF(ush o + lateral Unes, catch water sample and closely check for debris and suspended matter. + Flush until water runs clear, should require only a few seconds. Monthly basis' + Examine and clean all filters, + Replace filter as required, + Adjust and clean or replace emission devices as required. + Perform walk-through and look for visible plant stress, check emissions device location and flow. Weekjy basis' + Test Irrigation heads and coverage areas to' + Provide adequate coverage for all landscaped areas, Prevent excessive runoff and/or erosion. + Prevent watering of roadways, facilities such as tennis, basketball or handball courts, walkways, trails, fences, and private property. + Match precipitation rates. 6. Quickly repair all irrigation system damage and record repairs. 7. All sprinkler heads shall be adjusted -to maintain proper coverage. Adjustment shall Include actual adjustments to heads, cleaning and flushing heads and lines, and removal of obstructions, 8. Minor repairs shall include but not be limited to ail lateral lines regardless of size, risers, exposed electrical connections, washers, seals, adjusting pins and replacement of valve box lids, 9. Major repairs shall include all mainline pipe regardless of si controllers, pressure regulators, malnllne control wires others than above, valves, solenoids and diaphragms, all sprinkler heads and emitters. 10. Faulty Irrigation systems such as malfunctioning controllers, quick couplers, manual or 'automatic valves and sprinkler heads should be corrected within 12 hours of notification, 11, All replacement components should match the original type and model unless a substitute Is approved. 12 When sprinkler systems are out of service, temporary or alternative watering (hand or watering truck) may be required, 13. Personnel are responsible for damage -to sprinkler heads and valves due -to careless operation of vehicles and lawn mowers, 14, Irrigation system scheduling will be established by the City staff and will be based on ETD values obtained from the Coachella Valley Water District. paLn Tree Waterinn Contrary to general knowledge, palm trees are moderate to high water users, The amount of water used by a palm depends upon the size species, location of the tree, and time of year. Generally, the larger -the -tree the more water used. When establishing a newly planted palm water usage may range from 30 to 80 gallons a day. Once the palm Is established (two to four months after planting) the water requirement may decrease but generally not much more than 20% to 30%, NOTEi The warmer -the air and soil -temperature, the more water Is used by plant material NOTE: NO DESERT SHRUB SHALL BE PRUNED INTO A BALL OR BOX. ALL PRUNING SHOULD BE DONE TO MAINTAIN THE NATURAL BEAUTY AND CHARACTER OF THE PLANT ;11-111A1 i III=111 CI1 _ 11-11 lilPF1, 11-f-I11=1,,_ i_ I1111 - '7-2X ROOT6T BARREL CACTUS i=INIeW GRADE Root ZONE NATIVE SOIL BACK -PILL UNDISTURBED NATIVE �N,v.®r... DECOMPOSED GRANITE ON TOP OF ROOT BALL BARREL CACTUS PLANTING DETAIL N.T.S E OCOTILLO 2' TO 3' DEEP WELL ROOT ZONE NATIVE SOIL BACK -PILL SET oN UNDISTURBED NATIVE SOIL UNDISTURBED ROOTS • LL NOTE, • NATIVE SOIL TO BE USED FOR BACK:FILL OF ALL SHRUBS AND DESERT ACCENTS. TAMP SOIL IN PLACE. • NO,ERTILIZER To BE USED- • HOLE TO BE AS DEEP AND AS WIDE AS ROOT MA60. • PLANT AT SAME DEPTH AS PLANT CAME OUT OF GROUND - DO NOT BURY. • NO BASINS. • DRIP EMITTERS to BE AT LEAST IS` Away FROM PLANT. NOTE: APPLY 1 THICK LAYER OF D COMPOSED GRANITE ON TOP OF ROOT BALL OCOTILLO PLANTING DETAIL N.T.S. PLANTING NOTES I. Before any plants are planted, all planted areas are to have been graded In an acceptable manner to asssure positive drainage per the grading notes. 2. Mere circumstances permit, plant no tree closer than 18' to an edge of hardscape. 3. Remove oil stakes from vines 4. Refer to planting details. 5. Whenever possible, Use plant materials acclimated to the Coachella Valley. S. Landscape contractor when tying vines is to use a drill to establish the pilot hole to receive the red -head portion of the molly. 7. When tying vines or espaliers, wires should be spaced as follows: 1st (2) at I'-6" apart from finish grade, the next (3) at I'-O" apart to make the top wire at 6'-0' above finish grade. Hires should be a minimum of 8'-0" long center on plants. When vines or espaliers are closer than 10' apart, use a continuous wire between both plants. 8. WARNING Plant material listed may or may not have been approved by the Agricultural Commissioner's dffice Landscape contractor, please contact the developer for status of Agricultural Commissioner's approval or denial. Plant material not conforming with quarantine laws may be destroyed and civil action taken. All plant material is subject to Inspection at the discretion of the Agricultural Commissioner's office. All plant material must be Free from Red Scale (Aonldfella aurantlO. q. No shrubs are to be planted within SS" of hardscape, measured from center of shrub, Trees to be a minimum of 5' away from hardscape. BOULDER NOTES I. Boulders ore specified In tons, 2. Installer Is to be responsible to prevent any severe chipping or damage to boulders during the placement process. 3. Boulders are to be placed using cables from a Loader Boom or o Boulder Placement Boom. 4. Installer Is to pay particular attention to how boulder !s lifted to allow boulder to be spun In order to set boulder In Its most desirable position. 5. Boulder Is to ultimately be set to a minimum of I/3 burled (see Detail). b. All cavities and voids near the bottom of the boulder are to be set below Finish grade. -1. After set ting, sail Is to be cleared from boulder to a depth of b" to allow for staining of boulder below finish grade. S. Boulder Is to be washed clean of dirt, debris, and small chips and allowed to dry prior to staining If required. 5 CURB DATE. MARCH2008 Signature on File LANDSCAPE MGR. LANDSCAPE DMSION 12• 18" FINISH GRADE III=!IIIII 111111=lIIII=IIIII ?ALL CAvmEs AND VOIDS SLOPED GRADE IIIII!-111V1=111W LEVEL GRADE NOTES: ARE 70 BE BURIED FINISH GRADE ALL CAVIDES AND VOIDS ARE TO BE BURIED ALL MEDIAN BOULDERS TO BE BURIED A MIN MUM 1/3 NOT TO EXCEED 12° FROM TOP OF CURB ALL BOULDERS TO BE A MINIMUM 24' FROM CURB/HARDSCAPE UNLESS NOTED UN PLAN BOULDERS IN CLUSTERS TO BE SET AT VARIOUS HEIGHTS PER CITY APPROVAL BOULDER INSTALLATION CITY OF PALM DESERT B'-12' VARIES WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP. FINAL GRADE I LANE !IIIII=111111 - ==11111E111111 milli111111 1 IIIII Ion- IITm�I_�= zhllll_-111111 _-1 m 2X ROOTBALL NOTES: APPLY 1 THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL DAi- MARCH 2008 SIVE UNDISTURBED SOIL ESPALIER DETAIL Sigpature -on File LANDSCAPE MGR. LANDSCAPE DMSION SCALE: NONE PLT DRAWING NO. 005 semi: NONE PIT DRAWING NO. CITY OF PALM DESERT I 004 February 29, 2016 CS Reif AL DATE ,/ /i /711 Or CAS\ CINCH TIES 9111111�� �\ !III IIW DATE: MARCH 2008 Signature an File LANDSCAPE MGR, LANDSCAPE DMSION munoito II�, I(ill1=111111= 1111110_ .' . _ _IIIII= 1 ' lIIIII !IIIII IIIII =111111-11111 IIIII= llllll 111111 _ii1i11_liIIfr- TAIL- NATIVE UNDISTURBED SOIL 2X ROOTE4LL DO NOT OVER TIGHTEN CINCH TIES, ALLOW TREE TO MOVE 2 IN 4) LODGE POLE PINE TREE STAKE (2 EACH) MINIMUM 1Y AWAY FROM EDGE OF ROOTBALL [9-ET-TOP• OF ROOT CROWN -AT FlRW -i3W -__ _ DEPRESSED WATERING BASIN' GRADE NATIVE UNDISTURBED SOIL NOTES: IN TURF AREAS LEAVE A BARE AREA APPROX. 16' AWAY FROM TREE BASE IN ALL DIRECTIONS APPLY I" THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL STAKE SINGLE TRUNK TREES IF NEEDED DO NOT STAKE MULTI TRUNK TREES FORM 3 BERM TO CREATE TEMPORARY WATERING BASIN (USE WITH BUBBLER IRRIGATION ONLY) TREE INSTALLATION ISCALE: NONE l PLT DRAWING NO. COY OF PALM DESERT I 001 DEPRESSED WATERING BASIN SET TO TOP OF ROOT CROWN AT FINAL GRADE FINISH GRADE DATE: MARCH 2O08 Signature on File LANDSCAPE MGR. LANDSCAPE DIVISION 2X ROOTBALL NOTES: PLANT SHRUBS MINIMUM OF 3' FROM CURB N MEDIANS, 3 FROM CURB/SIDEWALKS IN PARKWAYS OR AS NOTED ON PLANS APPLY 1° THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL FORM 3' BERM TO CREATE TEMPORARY WATERING BASIN (USE WTM BUBBLER IRRIGATON ONLY) SHRUB INSTALLATION SCALE: NONE PLT DRAWING NO. CnY OF PALM DESERT I 002 (APN 625-160 053) These plans have been reviewed by the Coachella Va ley Water District 1n 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 CVUJD Staff does not constitute approval to encroach Into district and U58R Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or Installed In CVWDand USER easements or right-of-way without first obtaining an encroacknent permit from CVWD.. 12 22-1 I N Date CVWD Plan L41885. WaterVana tepartm /rs%-Lcf /ba opment s Zee - I rl co REVISIONS Delta Dee sees Arens I2-10-14 ALL. CM Revised per City co dated 11/18/14 Revised perCVWD cwnnunts dared 1. PROJECT DATE 827 14 PLOT DATE: 12.11.14 PLANTING DETAIL s a) BALL VALVE N.T.S. 6' TRENCHING _ ._ N.T.S. FINISH GRAD 6' ROUND VALVE BOX LINE FLUSHING VALVE TLOSOMFV 1/2' PVC FEMALE ADAPTER AND PIPING BRICK SUPPORTS (THREE) 3/4' GRAVE SUMP (6' TD 8' DIAMETER) 11 1. ROUND VALVE TAN BOX WITH BOLT - DOWN COVER. HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. FULL FLOW, BRASS BODIED BALL VALVE- FULL PORT 4. SCH. 40 PVC PIPE EXTENSION, DIA. TO FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED ALLOW 5. 3/4" CRUSHED ROCK.- 8" DEPTH. 6. COMMON BRICK (2 REQUIRED). 7. SCH. 80 NIPPLE TOE W/SS PVC COUPLING 8. 2" CLEARANCE. 9_ PVC MAIN LINE PIPE. * 3(4" IN TURF AREAS. 2 IN SHRUB AREAS. LEGEND _ NON -PRESSURE LATERAL LINE PIPING. IIII © PRESSURE MAIN LINE PIPING CONTROL WIRES - TAPE AND BUNDLE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAIN UNE, PROVIDE 2" DEPTH OF CLEAN BACKFILL. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. FINISH GRADE. NOTE: * MINIMUM BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3' AND LARGER 18" FOR PIPE SIZES 2 1/2" AND SMALLER 8 • AUTOMATIC FLUSH VALVE- By Netoflm N.T.S noortant Notice - Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. Istruction contractor agrees that in accordance with generally accepted construction , construction contractor will be required to assume sole and complete responsibility for conditions during the course of construction of the project, including safety of all persons lefty; that this requirement shall be made to apply continuously and not be limited to forking hours, and construction contractor further agrees to defend, indemnify and hold rofessional harmless from any and all liability, real or alleged, in connection with the nce of work on this project, excepting liability arising from the sole negligence of design mal. Pro LEGEND: 1. FINISH GRADE 2. BUBBLER HEAD (see Irrigation legend) 3. 12' PVC SCHEDULE 80 RISER 4. PVC SCHEDULE 40 STREET ELL 5. PVC SCHEDULE 40 TEE AND ELL 6_ CLASS 200 PVC LATERAL LOCATE BUBBLER 10' AWAY FROM ROOT BALL EDGE. LOCATE ON HIGH OF PLANT JI TREE/PALM IRRIGATION BUBBLER N.T.S. ■ ❑ • ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ O ❑ ❑ EMITTER TRIANGULAR SPACING ❑ ❑ ❑ ❑ ❑ ❑ ❑ i ❑ ❑ Ei ❑ ❑ AUTOMATIC --FLUSH VALVE MAX WITH 12' kik ❑ El El --Y-FILTER RCV RESSURE ❑ ❑ REGULATOR ❑ MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND 1 TYPICAL EMITTER LAYOUT PLAN- N.T.S. OUTDOOR WALL INSIDE FIGHT CIIVFR IESP-SMTE SMART CONTROL SYSTEM N.T.S. GENERAL IRRIGATION NOTES RAIN BIRO ESP4SMTE OUTSIDE WALL MOUNT 1-INCH PVC SCH 40 CONDUIT AND FITTINGS WIRES TO REMOTE CONTROL VALVES AND SENSOR STANDARD MODULE FOR 4-STATION CONTROLLER • 2" IN SHRUB AREAS. 1" IN TURF AREAS. LEGEND RAIN BIRD 'GB' SERIES ELECTRIC CONTROL VALVE. RECTANGULAR TAN VALVE BOX WITH BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. CHRISTY'S I.D.TAG - WHEN REQUIRED FINISH GRADE. SCH 80 NIPPLE T.O.E. W/SS PVC COUPLING PVC PIPE TO SYSTEM - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. COMMON BRICK (4 REQUIRED). COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 3/4" CRUSHED ROCK. 8" DEEP. CONTROL/COMMON WIRES FROM CONTROLLER. PVC SCHEDULE 40 PIPE. PVC SC 90 DEG. ELL WIRE CONNECTOR. MAIN LINE FITTING W/SOLVENT WELD OUTLET. COIL WIRE PER SPECIFICATIONS ELECTRIC CONTROL VALVI_ N.T.S. REDUCED PRESSURE BACKFLOW PREVENTER 6e A.AA�A.A AA A.A A A A IIII= _llll_IIIIL II-llII-III! llll 1111 IIII-III I-1111-1I11=1111 I I III-IIIIIIIIIII=IIII -I= 0 LEGEND 1, BRASS 2. BRASS 3. BRASS MONEL 4. BRASS 90 DEG. ELL (TYP.) NIPPLE-4" MIN. LENGTH. (TYP.) . WYE STRAINER W/60 MESH SCREEN. PLUG. 5. BRASS UNION. 6. FINISH GRADE. 7. BRASS NIPPLE. (TYP.) _ 8. FROM POINT OF CONNECTION ADAPT AS REQ'D. 9. 12" x 12" x 12" CONCRETE THRUST BLOCK. (TYP.). 10. BRASS COUPLING. SET FLUSH W/ CONCRETE (TYP.). 11. PVC MALE ADAPTER. 12. PVC MAINLINE.. * 12" MIN./24" MAX. BACKFL-OW PREVENTOR -BY' StNEFRAL CONTRACTOR N.T.S. (5) OPTIONAL MODULE`- FOR 22-STATION CONTROLLER le J JUNCTION BOX CONNECTION FOR WIRES FROM SENSOR 1/2-INCH PVC SCH 40 CONDUIT TO POWER SUPPLY INSI➢E CONTROLLER CHASSIS SENSOR DETAIL, ESP-SMTE SENSOR (BOTTOM VIEW) CONNECTION FOR WIRES FROM CONTROLLER NOTE: WIRE LENGTH FROM CONTROLLER TO SENSOR NOT TO EXCEED 200 FEET. 1 THE SPRINKLER STsitM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR 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 TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OULTLtT TO THE AUTOMATIC CONTROLLER. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIttLHENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIRCIATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBIU1Y FOR ANY REVISIONS NECESSARY. 5. R IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS ETC. HE SHALL COORDINATE His WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 7. CONTRACTOR TO CONTACT cm' LANDSCAPE REPRESENTATIVE FOR PRESSURE itbi OF MAINLINE PRIOR TO BACKFIWNG TRENCHES 8. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINLINE PRIOR TO BACKFIWNG TRENCHES. LEGEND 1. FINISH GRADE. 2. PVC PIPE (DEPTH PER DETAIL). 3. RAIN BIRD MODEL # XCZ-075 # XCZ-100 XERfGATION CONTROL ZONE ASSEMBLY. 4. WIRE CONNECTOR. 5. PILOT WIRE 6. COMMON WIRE. 7, 3/4" CRUSHED ROCK. 8. (4) 2" x 4" x 12" PRESSURE TREATED WOOD FOR SUPPORT. 9. 12" x 18" TAN RECTANGULAR VALVE BOX. 10. PVC MAINLINE 11. TAN RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. 12. CHRISTY'S ID TAG - WHEN REQUIRED 13. COIL WIRE PER SPECIFICATIONS NOTE: FOR SOLAR CONTROL VALVES Install LEMA micropower actuators In place of conventional solenoids to all valves. Unless otherwise noted on plan. XERIGATION CONTROL VALVE/ AUTO FLUSH VALVE N.T.S. IIII=IIII ; �111III 1 =1 �1 1 1111=;IIII= LEGEND I, RAIN BIRD XS 10-32 THREADED EMITTER 2. 1301/4SMITH POLYPLEX RISER (LENGTH A5 REQUIRED). 3. FINISH GRADE. 4. PVC FITTING (5 x 5 x I/2" FIFT). 5. F'VG PIPE (btYIH PER DETAIL). DRIP EMITTER -ASSEMBLY N.T.S NOTE: FOR HIRE 517F5 ND 14, No. 12 and No. 10. SLIP SASE SOCKET OVER END WIRES. STRIP We APPROXIMATELY 5/8° FROM END. TWIST RCS TOGETHER. STEP I APPLY SEALER TO OUTSIDE OF SEALING PLUS. FILL CAVITY Wlhl SEALER CRIMP SLEEVE ovER HIRE ENDS. CRIMP SLEEVE MD CUT OFF EXCESS HIRE STEP 2 PULL BASE SOCKET OVER NIRE END AS PAR AS POSSIDLP. PUSH SEALING PLUS INTO BASE SOCKET. STEP 3 PIYN WIRES TO ENO OF BASE SOCKET TO ASSURE COMPLETE SEALING OP wNKCmON. RAINBIRD PEN -TITS WIRE CONNECTOR STEP 4 WIRE CONNECTION DETAIL N.T.S. February 29, 2016 (a 2Ai \ OAIE. 12+2L4 ! IL► Date 1 I i (APN 625-160 053) These plans have been reviewed by the Coachella Va ley Water District In accordance with California Government Code section G.559T 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 USSR Right -of -The -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed En CVLUDand USER easements or right-of-way without first obtaining an encroachment permit from CVWD.. CVUJD Plan * L41883 (N N N m cyDbo Ct I- o rn F---I U cu p a rci 1 r.ct z CUD << 'JW REVISIONS / ' s 12-I0-14 ALL E 0 ui 0' a) 0 CD - o a ( (D 0 a) a) By GM DISC:MIN? DI Thant, Revised per City con dated 11/18/14 Revised per CVWD comments dated IJ PROJECT DATE- 827.14 PLOT DATE- 12 11.14 IRRIGATION DETAI SYSTSSSS CITY OF PALM DESERT Landscape Inspection Schedule for Renovated Landscape and Custom Homes Plant Material a. Condition b. Type c. Placement 2. Inorganics a. Decomposed Granite b. Boulders c: Cobble 3. Final a. Irrigation A Valves, boxes, and wiring A Controller operation and site specific yearly irrigation schedule ➢ Sprinkler, bubbler and/or drip emitter type, flow rate, and quantity per plant A Overall operation b. Tree staking c. Overall Please call 760-776-6450 to schedule inspections at least 24 hours in advance. WATER CONSERVATION STATEMENT Project Site! PALM DESERT. RIVERSIDE COUNTY Project Location! Lot 7, ANDREAS CANYON DRIVE Landscape Architect/Irrigation Designer/Contractor: GUSTAVO MAGARA Included In this project submittal package are: (Check to Indicate completion) A.P.N Tract or Parcel Number. 625-160-053 1 Maximum Annual Applied Water Allowance! Conventional Landscape! 217.61 100 cubic feet/year + Recreational Turf grass Landscape: 0.0 100 cubic feet/year (If applicable) Maximum Annual Applied Water Allowance: 217.61 100 cubic feet/year \.,/2 Estimated Annual Applied Water Use by Hydrozones Turf grass Hydrozones! 0.0 100 cubic feet/year (If applicable) Low Plant Hydrozones! 41.48 100 cubic feet/year Medium Plant Hydrozones:106.19 100 cubic feet/year High Plant Hydrozonesi 0 100 cubic feet/year Water features Hydrozones) 68.90 100 cubic feet/year Other 100 cubic feet/year Estimated Annual Total Applied Water Use:716 57 100 cubic feet/year \i/13. EATAWU < MAAWA \://4, Landscape Design Plan 5 Irrigation Design Plan 6 Grading Design Plan 7 Solt Chemical Analysts (optional) Description of Project: THE USE OF LUSH PLANT MATERIAL WITH CONTRASTING COLORS, TEXTURES AND FORMS WILL HELP ACCENTUATE THE CHARACTER AND ARCHITECTURE OF THE BUILDING. ALSO, THE USE OF DRIP AND DEEP WATERING IRRIGATION PRACTICES FOR THE LANDSCAPE MATERIAL WILL FURTHER PROMOTE LOW WATER CONSERVING METHODS, Thus PROVIDING A BETTER SUSTAINABLE ENVIRONMENT. Date: _OCTOBER 31. 2014 Prepared by! S,USTAVO MAGARA ortant Notice — Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate will be valid For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. A..�/00//O LANDSCAPE PLANS FORS 11UT B GHO SI -r 7 ANDREAS CANYC DRIVE Palm Desert, Calitorni SHEET INDEX Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. SCZT NO. L=1 >_=S >__4 L=5 L=67 S nc LET DESCRIPTION CONSTSUCTIO\ F_AN PLANTING FLAN IRRIGATION FLA _ I G�T I NO FLAN 4 LTA I HS CONSTRUCTION Dr -TAILS PLANTING 3_TA1LS IRRIGATION D_TAI_S CVWD NOTE: 1 NO TREE PLANTING WITHIN 10' OF C.V W,D, SEWER AND WATER LINES CVWD NITEI 2 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST ❑BTAINING AND ENCROACHMENT PERMIT FROM CVWD( CVWD NOTE: 3 NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CWVD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND /DR LANDSCAPING INSTALLED OVER WATER MAINLINES OR VALVES, CVWD NOTE: 4 TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SET BACK AT LEAST 24' FROM CURBS, DRIVEWAYS, SIDEWALKS OR ANY OTHER AREA THAT MAY RESULT IN RUNOFF OF WATER ONTO STREETS, AN UNDULATING LANDSCAPE BUFFER AREA CREATED BY THE SETBACK SHALL BE DESIGNED WITH ROCK, COBBLE OR DG AND/OR CAN BE LANDSCAPED WITH DRIP IRRIGATED SHRUBS/ACCENTS OR COVERED WITH SUITABLE GROUND COVER, ■ NOTE BACKFLOW MUST BE SCREENED FROM PUBLIC VIEW ON ALL SIDES WITH PLANT MATERIAL. NOTE ALL OVERHEAD UTILITIES AND ALL UNDERGROUND UTILITIES ARE SHOWN ON PLAN. SCALED 1' = 10'-0' s' 10' 20' Ammmesdree CHUCICWALLA it i CHOLLA a cc WAY cc JAGUAR WAY O/i kki CAHILLA WAY Date NOTE' LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BE COMPLETED AND FILED WITH THE CITY OF PALM DESERT AND CVWD PROJECT INFO GEOGRAPHICAL INFORMATION: POR. SE SEC. 31, T.TS., R.6E APN AND LEGAL DESCRIPTION: APN: 652-160-053 LOT 7, TRACT MAP NO. 25296 MB 378/81-86 OWNER: MICHAEL BALMUTH 1372 BROADWAY, 10TH FLOOR NEW YORK, NY. 10018 PHONE (760) 324-4681 CIVIL ENGINEER:. FEIRO ENGINEERING, INC 75-060 GERALD FORD DRIVE, STE.3 PALM DESERT, CA 92211 PHONE: (760) 346-8015 FAX: (760) 346-2548 ARCHITECT: GORDON STEIN DESIGN 51053 SORREL COURT INDIO, CA 92201 PHONE: (760) 773-4488 MESA VIEW DRIVE GREENBRIAR LANE LAKE VISTA INDIAN HILLS PALM Sc; pY DRIVE 0 VICINITY MAP NOT TO SCALE SUMMIT VIEW )R SITE ROCK RIVER (APN 625-160 053) These plans have been reviewed by the Coachella Va ley 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 USSR Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or Installed In CVWDand USSR easements or right-of-way without first obtaining an encroachment permit From CVWD- CVWD Plan* Water Management Department Development Services Department 0 A U Z is 444 b tj RESIDE\ C ICJ U cn 'd cd 4 O D : CO i) a) U 0 U W CD c\I Cn m 6mi m 0 tui in o cri N o W Q C-) 3 G > a o E tot i i i C. L F //////////�/�.1�/z0.s/�/�/�///y% COVER SHEET Palm Desert, CA 92260 By Descrialandthame GM Revised per City contain dated 11/18/14, Revised per CVWI comment dated 12/1/14 Revtel per ALCC comments dated 10/25/14 -10-15 ALL GM Revised per ALCC comments dated 12/29/1. B-11-15. ALL 9-05-16 ALL SHEET # GM Revised per ALCC rommrnrs slated W051I GM Revised per ALCC comments dated 4/95/16 CS trarstSai PROJECT DATE 8.27.14 PLOT DATE• 4 0716 miil/// ee NORTH 30' 40' I COVER SHEET a00000:4070/nPnear /0/ 70;;;;0000000540000,00000040,,,,407=0/ T7. I.P.; INLET )OUTIFAT DRAIN PIPE t 700.7 EG 705.3 TW) 700.55 , 441..1 700.52 ES (705.4 WI 700.04 FC 699.30 Et 699.86 TP IGHT NOT BE FULLY UPDATED CLIENT REVISION APPROVAL War 711.5 TOE 7'1\ EC ) /Th ( EC 1 \ ELJ) at/ I ALIGN SI •0070.82/0m008.00, 40 7'0 !-37 TRW 701.09 TC 700.32 Ft • ev/ /Dui )(706OP) ,„, ..„ „„ „ bc/3 .,‘ )(AR 1. Ger.. Lir ... 531-D" APPROV.ED PAW II IllIllIllIllIll. 11111111 701.57 TC 701.10 Ft_ to Al If =ft \ 22..".0O2,/ MR) / ( MR ) 5 SYNTHETIC TURF A Construction contractor agrees that in accordance with generally accepted construction , practices, construction contractor will be required to assume sale and complete responsibility for 'A R \ job site conditions during the course of construction of the project, including safety of all persons f, .....,,, II and property, that this requirement shall be made to apply continuously and not be limited to ... ..I.II.e normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. ( ; 7rgef OP IMIM.M10 •-• OSED AG• RE/ATE CONC / 70 70 1 rt.:\ 7,2 T , / I. LIGHT EXPOSED AGGRE ATE comp T 704 62• -RI 704 17 F t C.: \t 15-4 706.02 TC 705.55 FL , , • Important Notice Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification, Number be issued before a 'Permit to Excavate' will be val.& For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-600-227-2600 two working days before you dig. FINISH MATERIAL SCHEDULE POOL' BLACK PEBBLE SHEEN, VENEER COPING WITH DECK TRAVERTINE STONE @ SPA BLACK PEBBLE SHEEN , WATER LINE TILE TO MATCH POOL UPPER I3ACK JETS, 6 LOWER BACK JETS AND b CALF JETS AND 1 LIGHT @ COURTYARD WATER FEATURE' f'ER DETAIL"M' SHEET L-5 DRIVEWAY / MOTOR COURT: DESERT TAN CONCRETE WITH A LIGHT ACID FINISH SEE DFTAIL "K" SHEET L-5 DECK & PATIO SURFACE: : 3/4" CASHMERE TRAVERTINE ENTIRY WALK WAY: 3/4' CASHMERE TRAVERTINE SERVICE AREA SURFACE 4" THICK DESERT TAN CONC. WITH A LIGHT BROOM FINISH UTILITY SCREEN WALL: STUCCO r IN11514 It COLOR TO MATCH RESIDENCE. ROLLING GATE PER ARCHITECTS PLANS DRIVEWAY: DESERT TAN CONCRETE WITH A LIGHT ACID FINISH IAIITH SAW CUTS PER PLAN (I) POOL PLINTHS: GNU BLOCK VENEERED WITH BIGHORN 5ITE STONE GARDEN AND PLANTER WALLS TO VENEERED WITH BIGHORN 5ITE STONE WHEN EXPOSED TO PUBLIC OR GOLF COURSE ® MOTOR COURT PLINTHS: CMU BLOCK VENEERED WITH BIGHORN SITE STONE Synthetic -Turf "frown Thatch" turf from Back -Nine Greens, In Palm Desert POTS: TO BE SELECTED BY ARCHTECT -18' F.F.E \1‘aumP) \ \ POOL (-24'1 D.I.P. INLET(OUTLET ;PIPE & DRAIN PIPE / (RES MANED i JOINTS) • \ DREAS •CANYON' DR • (-2411 D.I.P. OVERFLOW & DRAIN PIPE 6713.2 TOP ,k1\ (716\1)0P Ittt ?If .111 0 C. LEGEND P.A. FINISH GRADING NOTES I. SLOPE ALL DRAIN LINES AT A MINIMUM OF la % 2. ALL DRAIN LINE JUNCTIONS AND CHANGES OF DIRECTIONS TO BE MADE WITH 450 OR SWEEP TYPE ELLS 5. PROVISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING PLAN 4. HOLD FINISH GRADE I la" BELOW FINISH SURFACE 5. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF I% TO DRAIN 2% PREFERRED b. SLOPE ALL FINISH SURFACES AT A MINIMUM OF I% TO DRAIN 1. ALL MATERIALS AND YiORKMANSHIP IS TO CONFORM TO GOVERNING CODES AND ORD I NANCES S. SLOPE IN LAWN AREAS 15 NOT TO EXCEED 5: I GI. HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALLS, 6" BELOW FINISH FLOORS OF SLABS AND 12" BELOW FINISH FLOORS ON CONVENTIONAL WOOD FLOORING 10, PROVIDE DRAINLINE CLEANOUTS AND/OR CATCH BASINS AT A MINIMUM OF 50' 0.C. OR AT EVERY CHANGE OF DIRECTION. II. HOLD INVERTS ON DRAIN LINES A MINIMUM OF 8" BELOW FINISH GRADE SURFACE 12. RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE or 112 OR 8.396 GRADIENT IS. PROJECT WALKS NOT TO EXCEED A SLOPE OF 120 OR 596 GRADIENT CONSTRUCTION NOTES I. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS 2 ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 5, ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE INDICATED 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIAL PRESATURATION, ETC FOR INALKS, STAIRS IAIALL FOOTINGS, ETC 5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE GOVERNING GODES AND ORDINANCES b. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 1/2" THICK, COLORED CONCRETE-1NTEGRAL COLOR EXPANSION JOINTS, AT 6-0" 0.G., UNLESS OTHERWISE INDICATED 1. ALLOW FOR ADJOINING CONSTRUCTION S. PAVING AND CONCRETE SUBCONTACTORS ARE TO COORDINATE AND COOPERATE YVITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND CONDUIT UNDER ALL PAVING MASONRY 1NALL NOTES I. GROUT ALL CELLS INITH STEEL SOLID IF RETAINING, &ROUT ALL CELLS SOLID 2. GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF (I) PART CEMENT, (3) FARTS SAND, (2) FARTS PEA GRAVEL 3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF (I) PART CEMENT, (I/2) PART LIME PUTTY, (4-1/2) PARTS SAND AND SHALL CONFORM To A.S.T.M. 02/0 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. AE45 GRADE 40 5. CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INCREMENTS 6. ALLOW FOR ADJOINING CONSTRUCTION 1. ALL NoRKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES S. ALL STUCCO OR 5LUMPBLoOK INALL5 TO HAVE OPEN HEAD JOINTS AT 32" 0.C. AT FIRST COURSE ABOVE GRADE FOR DRAINAGE 4. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL (c15% RELATIVE) 10. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES ALL RETAINING WALL SPLICES TO BE A MINIMUM OF 4/3 BAR DIAMETERS II. DoWELS SHALL BE AT LEAST GUAL IN SIZE AND SPACING TO VERTICAL BARS 12. MASONRY UNITS SHALL BE GRADE N-I CONFORMING To A.S.T.M. 0-40, AND MANUFACTURED IN AGCoRDANCE AITH CONCRETE MASONRY ASSOCIATION STANDARDS 13. PoRTLAND CEMENT SHALL CONFORM TO A.S.T.M. 050 14. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. AT 28 DAYS IS. PROVIDE EXPANSION JOINTS IN ?VALLS AT 251-0" 0.0. MAX. 16. /NALL FOOTINGS To BE CONTINUOUS UNDER GATE OPENINGS INDICATES SECTION INDICATES SHEET NUMBER INDICATES ELEVATION INDICATES SHEET NUMBER PLANT AREA REVISIONS Dena Oate ebeetsommis 2-25-16 ALL Dv Destelollon of On GM Revisions per Client comments dated 2/10/16 4-6-16 ALL GM Revisions per Client comment; doted 4/5/16 A A A SEE SHEET L-5 FOR CONSTRUCTION DETAILS 5' 10' 084,07 /40 ,t.0002207Sailel/ SCALE! i = 101-0' 20' 30' 40' 7 777 1 0 M 0 0 46(40741, 0 00 tao: tg `;' 1-4 1.0 0 +1 x CU 0 TriII CCI CS 0 ai CI; 4.g 0 C? cc' 0 • 1-5 51.45.117.ddall,d1•21: REVISIONS Delta Date Siam AT:ea.:xi 12-10-14 ALL 1-10-15 ALL 4-10-15 ALL 10-15-15 ALL 1-20-16 All SHEET * A\DREAS CANYON DRIVE I.7fn-715-7477 WWU/ nu Rii+iirPfPCinnc (`nYYI TPI•7Rn-Q1F-7E177 CA 92260 Palm Desert, peso:mon at Maw GM Revised per OW commen dated 11/111/14, Revised per CVWC comments dated 12/1/14 Revised per ALCC comments dated 10/28/14 GM Revised per ALCC comments dated 12/29/14 GM Revised per ALCC comments dated 2/E/15_ GM Revised per Client comments dated 10/08/11 GM Revised per Client comments dated 1/ I4/16 difir '4000 L-1 PROJECT DATE, 8 27 14 PLOT DATE, 4 07 16 CONSTRUCTION PLAIN IT i • 687.4 T rirs 11 Orr I .41 AR viv A RI PIPE .8c DRAIN PIPE ' PLANTING DETAILS wtant Notice Underaround Service Alert Section 4216/4217 of the Government Code re uires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid, For your Dig Alert Identification Number call Undergivund Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. 101.57 T 700.7 EC ;705.3 Pig 700.52 Es) ether, contractor agrees that in accordance with generally accepted construction struction contractor will be required to assume sole and complete responsibility for lions during the course of construction of the project, including safety of all persons that this requirement shall be made to apply continuously and not be limited to g hours, and construction contractor further agrees to defend, indemnify and hold sional harmless from any and all liability, real or alleged, in connection with the )f work on this project, excepting liability arising from the sole negligence of design 700.05 (700.04 TC 599.30 FL TP RUN 701.09 TC 700.32 FL NOTE! SCREEN BACKFLOW DEVICE FROM COMMUNITY VIEW WITH PLANT MATERIAL. Intiroitir / l 701.57 TC) 701.10 R) SYNTHETIC TURF c \ k diL OSED AG 3' VIDE \NOTE' ALL BACK FILL WILL BE ON SITE NATIVE SOIL -.r• I - - '—--1. —/ NOTE' LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BED ` ` COMPLETED AND FILED WITH THE CITY/ , OF PALM DESERT AND CVWD /v L ! t.9lr 1 RF TYP/ JOINTS, JOINTS. oP • T T TNG GAPPE ' :lc" 7:11355. FOLVERFLOW & DRAIN PIPE (RESTRAINED JOINTS) (713 ,ii1P \ POO ECM ER DRAIN I IPE EXISTING PLANT MATERIAL TREES ON SLOPE 5YM. NAME Blue Palo Verde Desert Willow /011 Hybrid Ffesquite 57 do - SHRUBS Smoke Tree NAME ( AR AR Acacia redolans 'Desert Carpet' TM BLJ AG f AG AG AD AA DIV DIN CPIP tisdi Gray Bougainvillea 'La Jolla' Bougainvillea Baja Fairy Duster Agave gemlnIflora Twin Flower Agave Agave geminiflora Twin Flower Agava Red Yucca Agave desmettlana Agave desmettlana Agave americana Gentury Plant Dasyllrion wheeler! Desert Spoon Yucca rostrata Beaked Yucca Red Bird of Paradise Brittle ash Ghihuahuan Rain age Lantana montevidensIs Needle Grass ronite boulders In various slzes LOT 6 • I r 0K;7:- PLO • ) __'J3...Jfoj�4 shirOMBPS SYN. NAME AS Acacia greggii Catclaw Acacia GP Gercldium praecox Sonoran Palo Verde Texas Ebony SYM. NAME INATER NEEDS SIZE MM yedigelea PLANT &TY. COMMENTS FACTOR LOIN 45"-Box el Low Branching .20 3 Low Branching .20 2 Low Branching 20 VilATER NEEDS SIZE QTY. Mexican Blue Palm California Fan Palm SHRUBS Erv1._ NAME MOD PLANT COMMENTS FACTOR see plan 2 Brown Trunk Height see plan Brown Trunk Height .50 12 2/3 skinned .50 INATER PLANT NFPDS SIZE GM COMMENTS FACTOR AA Agave americana Century Plant AS Agave geminiflora Twin -Flowered Agave Agave attenuata Fox Tail Agave Bougainvillea Red Bird of Paradise Baja Fairy Duster Brittle Bush Golden Barrel Horsetail Reed Texas Ranger Purple Trailing Lantana Creosote omR Regal Mist Needle Grass Mother-in-loNs Tongue VP Verbena peruvlana Summer Beau±yl Verbena MOD- YR Yucca rostrata LOIN Blue Yucca Rain Lily GROUND COVERS LOIN LON LOIN MOD MOD LOIN LON LOH MOD LOIN MOD MOD LON MOD MOD 5 gal. 5 gal. 5 gal. 15 gal. 5 gal. 5 gal. 5 gal 5 gal. See Plan I gal. SYN. NAME 118 28 Purple 12 Purple 2 Yellow 20 63 46 35 Purple -16 White SIZE OTY. COMMENTS .50 .20 .50 20 .50 20 .50 .50 20 .50 Synthetic-Turf: "Brown Thatch" turf from Back -Nine Greens, In Palm Desert in all planters, wet and compact. Hold the DG down 1" from all hardscape. l" to 2" Polished "Black Mexican" pebbles (2 layers thick) In side planters between concrete pads and water features. Surface Select' boulders 3' to 4' Dia. NOTE: ALL QUANTITIES ARE FOR ESTIMATE PURPOSE ONLY. CONTRACTOR TO VERIFY QUANTITIES. ND TREE PLANTING WITHIN 10 OF C.V.W.D. SEWER AND WATER LINES CVWD NOTE: 2 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD, NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS, CWVD WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE AND /OR LANDSCAPING INSTALLED OVER WATER MAINLINES DR VALVES. NOTE: ALL PLANTS ARE TO BE INSPECTED BY AG COMMISSION WHEN BROUGHT TO THE COACHELLA VALLEY FROM OTHER AREAS. NORTH MAWS 5' 10' Date 20' 30' REVISIONS Delis age Sleets Af fated A A A 2-25-16 ALL GM Revisions per Client ALL GM Revisions per Client comments dated 4/5/16 These plane have been reviewed by the Coachella Va ley Water District in accordance with California Government Code Section 65591 et seq. requiring efficient landscape and Irrigation design in cooperation with the local soverning agency (City or County/ Approval of this drawing by CVWD Staff does not constitute approval to encroach Into district and USSR Right -of -the -Way. Trees, plants, walls and permanent etructures of any kind may not be planted or installed In CVUJDand USSR easements or right-of-way without first obtaining an encroachment permit From CVWD_ CVUJD Plan Water Management Department Development Services Department A./dozen. dd/itiflasOkaiiii Is — BALMUTH co REVISIONS Delta Due Slat Affected up cu cu PLANTING PLAN co TR1. 7Rn_4 I cad7s %ARA%Ai fAARii+iircflocinnc rnm . 7a11_a1_7 A7R CQ Palm Desert, By Description of Cann mom Al2-10-14 ALL GM Revised per City coma= dated 11/18/14, Revised per CVW0 comments dated 12/1/14 Revised/Fr ALCC comments dated loft/14 1-10-15 ALL GM Revised per ALCC 4-10-15 ALL 10-15-15 ALL 1-20-16 ALL SHEET * GM Revised per ALCC comments dated 2/5/15 GM Revised per Client comments dated 10/08/15 GM Revised per Client comments dated 1/14/16 PROJECT DATE' 8.27.14 _ PLOT DATE: 4.07.16 PLANTING PLAN NOS' i • • r • I • 1 I.P : INLETAOU`t`.ET* 3c DRAIN PIPE\, )01.67 700.7 EG (705.3 TW) c700.56 ra IS 700.52 FS 705.a WI 700.04 IC 699.30 FL 699.86 'IP TO 4NS MIGHT NOT BE FULLY UPDATED TO CLIENT REVISION APPROVAL SYNTHETIC TURF '-I-id P•.N•.E _DRIP ZONFE- AUTOMATIC INLINE Of 49/ Mlall H 701.09 Tr 700.32 FL 10 PALM L3/4' II2A lA 4 DRIP 6 TREE I�/4' 3A 3/4' 4 DRIP 4A 3/4' 6 DRIP 700.6' LIP 701.57 IC 701.10 FL NEW 1' RP Batkflow/ Installed By'' General Contractor I ,= AUTOMATIC INLINE EXPOSED AG FLUSH VALVE etyp) ATE CONC AL JOIN'S GRADE T ; ANDREAS CA\ YON Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. AUTOMATIC INLINE FLUSH VALVE (typ) IRRIGATION CONTROLLER LIGHT EAXPW. I DR Important Notice Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate' loin be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. 1 MAINLINE, LATERALS AND VALVES ARE SHOWN OUTSIDE PLANTING AREAS FOR GRAPHIC CLARITY ONLY, THEY SHOULD BE INSTALLED IN SHRUB AREAS. 2. SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE SURFACES WITH SCHEDULE 40 PVC 2 X SIZE OF PIPE. 3. SCREEN BACKFLOW DEVICE FROM COMMUNITY VIEW WITH PLANT MATERIAL. NOTE. ALL OVERHEAD UTILITIES AND ALL UNDERGROUND UTILITIES ARE SHOWN ON PLAN. NOTE. LANDSCAPE SHOWN ON H.OA. PROPERTY WILL BE IRRIGATED WITH H.O.A. WATER AND CONTROLLED BY H.O.A. NOTE. LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BE COMPLETED AND FILED WITH THE CITY OF PALM DESERT AND CVWD NOTE. ALL PLANTS ARE TO BE INSPECTED BY AG COMMISSION WHEN BROUGHT TO THE COACHELLA VALLEY FROM OTHER AREAS. 3/4' DRIP GA 6 3/4' DRIP SA 3/4' 6 TREE 706.02 TC • .-24" DIP. OVERFLOW & DRAIN PIPE (RESTRAINED JOINTS) V13.2 TOP NO TREE PLANTING WITHIN 10 OF C.V.W.D. SEWER AND WATER LINES TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD, NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS, CWVD WILL 34 NOT BE RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY I DECORATIVE CONCRETE AND /OR LANDSCAPING INSTALLED OVER WATER MAINLINES OR VALVES. WATER USE CALCULATIONS 711.5 TOE SYMBOL MANUFACTURER DRIP ZONE DRIP ZONE A PIPE SIZING CHART PIPE SIZE RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD HAMMON NETAFIM .04 • MODEL NO. ESP-SMTE 'DV' SERIES DRIP ZONE KIT XCZ-075 / 100 #8503 BALL VALVE (LINE SIZE). REFER TO DETAIL ON IRRIGATION DETAIL SHEET SYM. NAME AA Acacia onsura Mulga WATER NEWS Agave americana LOIN Gentury Plant Agave geminiflora Twin -Flowered Agave Agave attenuate LOIN Fox Tall Agave Bougainvillea 'Oh -La -La' Bougainvillea Red Bird of Paradise Baja Falry Duster farinosa LOIN Brittle Bush Golden Barrel MOD LOIN Horsetail Reed Lantana montevidensis MOD Purple Trailing Lantana Regal Mist Needle Grass Mother-In-laots Tongue VP Verbena peruvlana 'Summer Beauy MOD Verbena MO YR Yucca rostrata LOIN Blue Yucca Rain Lily DESCRIPTION AG Acacia greggli Gatclaw Acacia GP Carcidium praecox Sonoran Palo Verde PALMS EMITTER/BUBBLER SCHEDULE LOIN 1(1402) LOIN LOW SYM, NAME Mexican Blue Palm California Fan Palm SHRUBS HATER NEEDS MOD MOD 10402) 1(1402) 20 20 20 PLANT EMITTER5 FACTOR GC EC EG 55 BUBBLER NOZZLE RADIUS 1402 HATER NEEDS LON PLANT EMITTERS FACTOR FLOW GPH 1.00 2.00 0.50 GPM WALL MOUNTED 12 STATIO RESIDENTIAL CONTROLLER, ELECTRIC CONTROL VALVE FOR TURF AREAS AND PALM TREE BUBBLERS, NOTED ON PLAN. REFER TO DETAIL ON IRRIGATION DETAIL SHEET ELECTRIC CONTROL VALVE KIT WITH BUILT IN FLUSH VALVE FOR DRIP TREE BUBBLERS, SIZE AS NOTED ON PLAN, AUTOMATIC INLINE FLUSH VALVE NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200, PVC 315 1/2' DIA, IRRIGATION POINT OF CONNECTION - FROM l' METER (Installed by CVWD), PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE. SLEEVING INDICATES CONTROLLER NUMBER • INDICATES FLOW IN GALLONS PER MINUTE INDICATES ZONE TYPE INDICATES ELECTRIC CONTROL VALVE SIZE MAX. ALLOWABLE FLOW 5 GPM 10 GPM 16 GPM 26 GPM -REFER TO EMITTER SCHEDULE FOR EMITTER MODEL # AND GPH FOR EACH PLANT SPECIES THIS SHEET, 1-SEE SHEET L-7 "7/ e-c; FOR IRRIGATION DETAILS PROJECT INFORMATION I PROJECT NAME: BALMUTH RESIDENCE NAME OF PROJECT APPLICANT GUSTAVO MAGANA TITLE COMPANY CITY PROJECT MANAGER GM FUTURE DESIGNS LA QUINTA (1' RP Backflow Installed by General Contractor) SHALL BE 2X THE DIAMETER OF THE PIPE. HYDROZONE INFORMATION TABLE IRRIGATION POINT OF CONNECTION IP.O.C.) NO. CONTROLLER NO. VALVE CIRCUIT NO. PLANT TYPES* A A A A A A A A A A A A A TOTAL 8 STATIONS UZI lA 2A 3A 4A 4A 5A 6A bA tA TELEPHONE NO. FAX NO. EMAIL ADDRESS STREET ADORES& STATE CALIFORNIA 760-315-7473 PSI 30 30 30 .20 50 PATTERN DRIP DRIP UMBRELLA SIZE AS AREAS PLUS gustavoegmfuturedesimacom 79125 Corporate Center Dr. #5703 I ZIP CODE: 92248 IRRIGATION METHOD' AREA ISQFTJ %OF LANDSCAPE AREA MW =MODERATE WATER USE PLANTS LW =LOW WATER USE PLANTS 455 347 465 1134 714 195 955 896 5.68 4.34 8.93 11.24 10.32 These plans have bee 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 USSR Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed In CVWDand 1.1815IR easements or right-of-way without first obtainine an encroachment permit from CVILD. NORTH 10' 201 * PLANT TYPE CST= COOL SEASON TURF WST = WARM SEASON TURF HW = HIGH WATER USE PLANTS 30' 40' Date Water Management Department Development Services Department 4497, zass CO REVISIONS Deft me &miasmas Al2-10-14 ALL 1-10-15 ALL 4-6-16 ALL SHEET # Sits cn CO c CU Cn CV CT) o cd DO Ac IRRIGATION PLAN C. BY cescresseremirs GM Revised per City dated 11/18/14, Revised pes comments dated 12/1/14 Revised per ALCC osmium dated 10/28/14 GM Revised per ALO comments dated 1 GM Revised per AIM GM Revisions per Clic comments dated A IRRIGATION PLAN • • l I 687.4 10E i /f / / / / / %/ / i/ /e• / 1/ / / / / ......,./ / / / / / , .:.....,. . / /t =` ;// 1• TOE, • • ▪ • 1 -% lJ 1 • • • • • • • • I /...., l f / / ` • 'I• • :':: 24" D.I.P INLET%OUTf,ET% PIPE $c DRAIN PIPE• t i I • portant Notice - Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. (700.96 or 700.7 EG (705.3 TW) 5)_ i/A, -. 44 700.5 EG £47 (700.52 FS) -- (705.4 IVO 700.04 TC DISTRIG--/ 700.06 ' (701.1 E [ruction contractor agrees that in accordance with generally accepted construction 699.30 FL) ' Aft I / :onstruction contractor will be required to assume sole and complete responsibility for i:60:6; nditions during the course of construction of the project, including safety of all persons ty, that this requirement shall be made to apply continuously and not be limited to king hours, and construction contractor further agrees to defend, indemnify and hold fesslonal harmless from any and all liability, re I or alleged, in connection with the e of work on this project, excepting liability arising from the sole negligence of design ]I. 699.86 TP 2 LANDSCAPE LIGHTING TRANSFORMER 701.09 Tc) 700.32 FL 7 EG (706_2.4) • • ya* ;.... • arr"........ f, .:..:::•.. d, ,. ..__; • intiniTV / aral • SYNTHETIC TURF rrrrr • • SETBACK NOTES 1. Locate light fixtures a min. of 4/-0" from edge of tree. 2. Locate light fixtures 11-0" from edge of palms. 3. At all times a conscious effort will be made to place light fixtures in planter beds instead of' lawn areas. These measurements area superseeded only when field conditions warrant change by Owner's Representative. LIGHTING LEGEND /. QTY. SYR FIXTURE rrr 1/4 TREES UP -LIGHT PATH STEP TRANS. 4 18 5 rMilm APROX 2 K1GHLER LED 15145 AZT FIXTURE. ELECTRICAL: I2V, LAMP: 5.511 LED KIGHLER LIED-15141 AZT FIXTURE. ELECTRICAL: 12V, LAMP: 8.51^1 LED KIGHLER LED-15153 AZT FIXTURE. 60° AIDE FLOOD SHORT GOAL I5102-AZT PATH LIGHT KIGHLER LED-I5073 AZT FIXTURE. El TRIGAL: I2V, LAMP: IOW LED STEP LIGHT DONN LIGHT K1GHLER LJED-15PL400 AZT TRANSFORMER NOTE: PHOTOCFI I C ARE TO BE LOCATED IN SUN ACCESSIBLE AREAS. LANDSCAPE LIGHTING TRANSFORMER (701.57 TC 701.10 FL EWOSED AG RE GUITER UJ 14.1 CI ATE CONC ALL MINIS, 3. WIDE JOINTS, • LIGHT EXPOSED 705.55 FL ES ERAINED JOINTS) ANDREAS CANYON: DR ? (0-24" DIP. OVERFLOW & DRAIN PIPE DRAIN PIPE • ELECTRICAL NOTES 1. Electrician is -to provide all necessary plans, specifications, anal documents, etc. and obtain all required approvals and permits. 2. Unless otherwise provided by Contractor, electrician is to slze and circuit all electrical requirements shown on plans. (lie. lights, pumps, pool e quipment time clocks, irrigation controllers, etc,.) Contractor is to provide as builts, 3, All materials and workmanship shall conform to all Governing Codes and Ordinances and acceptable standards of practice, 4, Coordinate all work, especially sleeving, trenching and backfilling with irrigation, concrete and masonry subcontractors as required. 5. Lighting controllers will be located ad jacent to irrigation controllers w henever possible. 6. Electrician Is to confirm exact tree location so as to insure proper Installation of light fixtures. NOTE: • PRovIDE TRANSFORMERS WATTAGE AS NECESSARY PHOTO CELL, NOTE: ALL UPLIGHTS UJILL BE SHROUDED TO SHIELD TI-IE LIGHT SOURCE NOTE- MAILBOX LIGHTS ARE TO 15E ON pHoTOCELL TO REI-IAIN oN ALL NIGHT 4NOTE: PATH LIGI-iTS ARE DESIGNED SO THEY CAN NOT BE TURNED TO LIGI-4T UPWARD COMMENTS MOUNTING: 81 IN -GROUND STAKE LENS: FROSTED COLOR: TEXTURF-D ARCHITECTURAL BRONZE MOUNTING: 8° IN -GROUND STAKE LB& FROSTED COLOR: TEXTURED ARLHITECTURAL BRONZE MOUNTING: 15" IN -GROUND STAKE LENS: FROSTED GOLOR: TEXTURJED ARCHITECTURAL BRONZE MOUNTING: MOUNTING: 15216 - Power Post (Black) LENS: CLEAR COLOR: TEXTURED BLACK MOUNTING: STE° LENS• FROSTED GLASS COLOR: TF-XTURED ARCHITECTURAL BRONZE MOUNTING: UNDER CANTILEVERS) GAP LENS FROSTIED COLOR: FROSTED HALL mouNnEp TRANSFORMER 0 5' LA 6 10' NORTH 40' • LIGHTING DESIRED FINISH MI TEXTURED ARCHITECTURAL BRONM OTEXTURED BLACK EIBRONZED BRASS LED ACCENT LIGHTS A FULL COLLECTION OF ACCENT LIGHTS ENGINEERED TO PROVIDE THE SPREAD OF LIGHT NEEDED WM-I THE AMOUNT OF LUMEN OUTPUT DESIRED. SPECIFICATIONS HOUSING DIE CAST ALUMINUM OR DIE CAST BRASS WITH FROSTED TEMPERED GLASS LENS AND POLYCARKWATE MOUNTING STEM AND LOCKNUT. FINISH TEXTURED ARCHITECTURAL BRONZE WIRING 24' OF USABLE #18-2, SPT-1-W LEADS. CABLE CONNECTOR SUPPLIED WITH FIXTURE. 8" IN -GROUND STAKE LIGHT SOURCE ILLUMINATION PROVIDED (INCLUDED) BY INTEGRATED LED CHIPS. MOUNTING ACCESSORIES INCLUDED B' IN -GROUND STAKE OPTIONAL COWL ACCESSORIES 15749 AZT - TEXTURED ARCHITECTURAL BRONZE COWL FOR USE WTF11 3-WATT AND 6-WATT 8171. PALM & TREE - LED ACCENT LIGHTS MODEL NO. 15741 AZT & MODEL NO. 15743 AZT lo° HIDE FLOOD 60° WIDE FLOOD LIGHTING /DESIRED FINISH MI AZT -TEXTURED ARCHITECTURAL BRONZET4 (MARINE GRADE POWDER COAT) EIBKT - TEXTURED BLACK (MARINE GRADE POWDER COAT) / DESIRED OPTIONAL COWL ACCESSORY 15704 SKIP LONG COWL DESIRED OPTIONAL LENS ACCESSORY ▪ 15876 AMB AMBER (OFFERS WARMER HUES OF LIGHT) IL 15886 GRN GREEN (INTENSIFY THE GREENS OF FOLIAGE) ▪ 15896 FRO FROSTED (DIFFUSE LIGFR WHERE YOU NEED FT) SPECIFICATIONS LIGHT SOUFtCE: 9 INTEGRATED HIGH OUTPUT NICHIA9 LEDS, TIGHTLY BINNED FOR COLOR UNIFORMITY, AND CONSTANT CURRENT DRIVER. POWER USAGE AT 12V AC INPUT VA & WATTS: MULTIPLY FIXTURE VA BY THE NUMBER OF FIXTURES USED TO DETERMINE SIZE OF TRANSFORMER. OPERATING VOLTAGE RANGE: 9V - 15V AC/DC wrtH NO LOSS IN OUTPUT DUE TO CONSTANT CURRENT TECHNOLOGY. CABLE CONNECTOR SUPPLIED. MOUNTING ACCESSORIES INCLUDED: B' IN -GROUND STAKE. 8" IN -GROUND STAKE C o WIDE FLOOD - LED ACCENT LIGHTS MODEL NO. 15753AZT LIGHTING SPECIFICATIONS LIGHT SOURCE: INTEGRATED LED'S AND POWER USAGE AT 12V AC INPUT VA WATTS: 5.8 VA,4 W. MULTIPLY FIXTURE VA BY THE NUMBER OF FIXTURES USED TO DETERMINE SIZE OF TRANSFORMER WIRING: 30" OF USEABLE #18-2, SPT-1W LEADS. CABLE CONNECTOR SUPPLIED. MOUNTING: 15278 - 19" Power Post (Black) 'DISTANCE FROM LIGHT1 ta 6' 4.1 Jr- LED SHALLOW SHADE - SMALL MODEL NO 5805 DESIRED FINISH Al TEXTURED ARCHITECTURAL BRONZE (ATZ) LIGHTING SPECIFICATIONS HOUSING: DIE CAST ALUMINUM WITH A FULLY SEALED HEAT -RESISTANT GLASS WIRING: WIRE CONNECTION MUST BE MADE INSIDE JUNCTION BOX LIGHT SOURCE ILLUMINATION PROVIDED BY INTEGRATED 3.2-WATT LED CHIPS. MOUNTING ACESSORY: STAINLESS STEEL MOUNTING HARDWARE AND JUNCTION BOX FOOTCANDLES/DISTANCE FROM FIXTURE CENTER 2 0.1 2.08 1.87 1.3 0.52 LED STEP LIGHT WITH LOUVRE FACE MODEL NO.15773 AZT EC I 6 ratotzte BALM 'I' REVISIONS cn al CYJ ID Ili -3 CD ad E LIGHTING PLAN CD Deb Dee sheen Atlanta By Description ofaime• 1 10-15 ALL GM Revised per ALCC comments dated 12/2 4-10-15 ALL GM Revised per ALOC comments dated 2/5/ 4-60-16 ALL GM Revisions per ALEC comments dated 4/05 SHEET * LIGHTING PLAN Sta LANDSCAPE MAINTENANCE PROGRAM -al Work Activities .ndscape maintenance work Includes trash pick up, Wowing/edging turf areas, weeding shrub beds, irrigating ••f areas as well as removing Litter. In addition, a general inspection of all maintained areas is required on a regular Netermine the need of further attention such as pruning, turf problems, weeds, Insects, fertilization needs and is to Irrigation systems, ritizing work schedules, consider the following' ltic access areas must be kept neat, clean and safe. rated areas should look kept and be free of weeds and litter. ediately remove debris and dispose of property. love dead or dying plant parts. (This includes hanging or broken -tree limbs/palm fronds) :ard green waste at appropriate green waste recycling facilities. sort faulty irrigation systems immediately. In -the case of damaged irrigation heads repairs should be made the le day. DIic Work Activities aintenance procedures are performed only one or two times per year. This work is usually sensitive to plant flowering mperatures and seasonal watering needs. Work generally performed on a seasonal°basis Includes' pruning, adjusting irrigation schedules, turf aeration, over -seeding, applying herbicides/pesticides and removing/replacing dead or ts, ling sample schedule shows probable •seasonal"work activities' r (Dec Infested sed}'uc�rv) gay weed turfareas with n selective post emergent herbicide. ply pre -emergent herbicide to control crabgrass, spurge, dandelions I oxalis n turf areas. weeds that have emerged in planter beds, apply a brand leaf herbicide (contact or systemic). ply fertilizer -to turf, annual color beds as needed. ktilize lawns with a balanced, slow release product appropriate for the season of 'licatlon and per soil fertility test results. Ine deciduous shrubs and trees. (Pruning should be completed prior to leafing, or after flower buds emerge I after any danger of frost has passed) l pruning of trees and shrubs should occur after over -seeding and when over -seeded areas are well established. _Snppin9 (Mnr i - Mnv) dnate broad -leaf weeds In grass areas with selective post -emergent herbicide registered for use on the 'ticular weed species present. Ay a second application of a pre -emergent herbicide to control crab grass. Ine shrubs and ground covers to control their size, to remove any dead stems and branches and to remove any nt parts damaged by frost. Cut off and dispose of dead Rower stems. 'eloping broad -leaf evergreen stems can be damaged by heat. Prune lightly only when necessary. ate turf. •tilize plants with slow release, well-balanced fertilizer with the exception of native or arid plant species, Irrigate •tilized area long enough to wash particles off foliage, but do not displace fertilizer or create surface runoff Iblems, nts producing abnormal, or abnormally yellow, leaves should be examined for possible nutrient/water imbalance. water related, check soil grade to ensure plant is not sitting to Low in the planting hale. necessary, adjust soil grade to adequately keep water from the root crown, Spp Inp to Early Summer (May - early June) imine turf areas for weeds and remove with a selective post -emergent herbicide (If needed). Ine Date palms in early May or when blossoms have set, Prune Washingtonla robusta palms in mid June. 'aye fruit, dead and/or dying fronds. Check shrubs pruned In winter as they may require a second pruning. ✓ (I to June - August) Ine Washingtonla filifera palms In late July. No other major pruning should be performed on plants/trees other in that which provides far -the safety of pedestrians or clearance of vehicles. _Summer. Eariv Fall (Cpn ember - nrtnh'p Ining of some tree species may occur at this time. aping, aeration and over -seeding operations should begin as soil temperatures drop and consistently below 65 for five consecutive nights. nt trees, shrubs, perennials and bulbs, me ground covers back to established borders. Take care not to over prune. night time air temperatures m ended orunino practices st one-half of the foliage should be Left In the upper two-thirds portion of the tree. les should not be crowded, Branches should be uniformly spaced throughout the entire tree and along the of each branch. trees are established (four to five years after planting), they should be placed on a rotational pruning schedule I between three to five years, Based upon the type (species), location and overall condition, Individual should be placed on a pruning cycle. ling cycles do not eliminate the need for immediate or emergency maintenance demands. riskier the plant type, its natural form, location and overall condition. Whenever possible, trees should .a one of the following techniques. ioov Clenninn! Selective removal of one or more branches which are dead, dying, diseased, weakly or producing water sprouts in the tree's canopy. (See Illustration K2) toot/ Raising! Selective s. removal of lower branches to provide desired clearance for vehicles and/or coy Reduction! Reduce the height, and/or spread, of the entire tree by selective (Crown shaping) f branches closest to the nearest Lateral branch. pov Rest/_lration' Selectively removes overcrowded, dead or dying water sprouts that have occurred 'kg, vandalism, over pruning or acts of nature. The remaining water sprouts are allowed to grow , natural canopy. ioov Thinning! Selective removal of branches -to increase light penetration, enhance air movement, the weight of lateral/scaffold branches. :ch Selective removal of Vertical°growth branches allowing for the deveLopment of more 'horizontal" •anches. Vertical branches are cut back to the base of a strong scaffold or parent branch. (This is the (erred technique but may be required on trees located beneath utility lines or on trees that have been • topped) tiara! Reducing or removing branches and stems to slow down the growth rate of competing leaders. Dying branches consider the size of the branch, Its location attachment angle as le health and vigor of the tree. No more than 20X of the Live foliage should be removed at one time. The plant -the Less -tolerance It will have to pruning. nature plants, prune less. It Is always better to remove smaller branches rather than Larger ones. dng tools sharp and clean. When pruning diseased :h cut. lid be clean and smooth, A three -cut process is used -to remove Larger limbs. This will help avoid stripping D of the bark and minimize wounding. Cuts should be made Just outside the branch bark ridge and collar area. If not visible, the cut should be 1 at a right angle to the parent branch leaving a slight stub (1/16 to 1/8 Inch/ wing dead branches, the final cut should be made just outside of the branch bark ridge and collar of nllus or wounded tissue, When removing diseased branches, remove at least 6 to 9 Inches of additional :h tissue, This will help prevent the further spread of disease. ler than 15 feet will require the use of a ladder, rope and saddle, or Lift truck. Do not use spurs and/or they Mil cause damage to the tree trunk. The onLy exceptions to this rule occur when emergency efforts red to reach an injured climber or when the entire tree being removed. Pruning s should be pruned to remove dead fronds and thorny fruit stems as they WILL become hazardous and unsightly. s are located adjacent to sidewalks or parking areas, fronds should be removed um clearance height of B feet. rands are to be removed only when they drop below the horizontal plane or horizon line. trees tools should be dipped in a 10% bleach solution ainino Shrubs ould be pruned when they' (1) grow too tall for the area where -they are Located, (2) block vehicular Line of sight, rangy or woody, (4) have dead flower stocks, and (5) block or hamper access to sidewalks or curb areas dges should be pruned annually or semi-annually, depending on their growth pattern and their growth rate. time to prune evergreen plants is in fall or spring. Flowering plants are not pruned until after they have bloomed sensitive plants are not pruned until after danger of frost has passed. iould be done with the use of hand held pruning tools. Avoid the use of hedge shears except when the height of a t be reduced quickly. When the use of power shears is necessary, remove branches to a desired height or width n selectively remove every other branch with hand pruners. Pruning of plants Into geometric forms is not an ? form of pruning (with the exception of specialized topiary pruning). upon the type of plant and the overall landscape design, it is desirable to allow plants to grow near or Into each create a hedge or a screen. Shrubs/ground cover adjacent to curbs will not exceed a height of 3 feet. Shrubs ?hind sidewalk areas are allowed to grow taller but should not Impede pedestrian access to, or pedestrian traffic, lewalk. grasses should be cut back annually or bi-annually to a height of 9 to 12 Inches. Dividing the grasses is another ntrol their growth horizontally. ainino Vines espalier plants tied to training devices should be examined monthly, and when necessary should be pruned and %es In a manner that promotes directional growth in conjunction with supports. Do not use nails to secure vines y walls. ainino Ground Covers vers are to be kept free of weeds, and properly trimmed along walks, wails, and paved areas. e a hand hoe to remove weeds in plant bed areas, Extract weeds by hand or spray with an approved herbicide. ter in ground cover areas as needed. vers should be trimmed to within a minimum of 12 inches from control units, valve boxes, couplers, other appurtenances, •es. They should not be allowed -to grow Into trees or shrubs nor onto structures or walls. Ground could be maintained as shrubs would bet selectively prune stems to reduce size and eliminate whips such as on en. Arbitrary and non -selective pruning on ground covers can cause problems similar to those on trees or shrubs, Live pruning does not remove dead or dying portions of the ground cover. The damage caused by hedge shears ems s unsightly (especially when using power hedge shears) and it does not reduce -the size of the plant but can ause rapid re -growth. Use hand pruners or toppers to reduce the size of the ground cover. In some cases, removal plant material may be -the solution -to controlling the plants within a given planter area. amine\ Cacti and Succulents :e of cacti and succulents is minimal. Monitor growth and development, inspect for possible excess moisture, scale, mite problems. This is especially important for Agave, Cereus, Carneglea, Echinocactus, Opuntia, Fouquerla, and ecies. .y heads, or high volume drips away from base of plants. The tendency to over -water these plants is the Leading their demise Controlling the watering frequency will help eliminate this problem and may prevent root rot. mite problems should be controlled with a systemic pesticide as these insect pests can spread and may lend to the the plant. Scale must be controlled when the insect Is still in Its crawler stage. Before the application of any pesticide, tant to identify the pest and get a written recommendation from a California State Certified Pest Control Advisor rest method to control the pest, Lortant Notice - Underground Service Alert Section 4216/427 of the Government Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. uction contractor agrees that in accordance with generally accepted construction )nstruction contractor will be required to assume sole and complete responsibility for iitions during the course of construction of the project, including safety of all persons y; that this requirement shall be made to apply continuously and not be limited to ing hours, and construction contractor further agrees to defend, indemnify and hold fissional harmless from any and all liability, real or alleged, in connection with the of work on this project, excepting liability arising from the sole negligence of design Fertilizers and Usaoe Supplemental fertiLizing may be required to Improve the nutrient levels of the soil. Test should km conducted once or -twice a year (before and after the growing season) on all turf and shrub areas to determine actual nutrient needs. Soil samples should be sent to an Independent testing lab at least six to eight weeks before the next scheduled application. 1, Record all fertilizer applications noting the Identity, type, formula, application rate, frequency, and landscape material (turf, trees, shrubs, ground cover) the fertilizer was applied to. Prior to, and immediately after application, the surface area must be well watered, but do not allow any area to become flooded (standing water). 2. Fertilizers can be organic or Inorganic, dry, liquid, or pellets. 3, After applying fertilizer wash down all adjacent areas to prevent fertilizers from staining surfaces, 4. Fertilizer needs, rates, formulas and schedules very from plant to plant, and season to season. The optimum time to fertilize trees and shrubs Is late fall when plant roots are most active. 5, Trees, shrubs, and ground covers that require supplemental applications should be scheduled in accordance with the National Arborist Association Standard for Fertilizing Shade and Ornamental Trees, the National Arborlst Association Standards, and in accordance with the rate Indicated by the manufacturer. 6. Some plants may require deep root feeding or foliage applied sprays to correct iron chlorosis or other micro -nutrient deficiencies normally in the summer months of June July or August. 7, Fertilizing native or desert trees, shrubs, and ground covers is not recommended, 8. Over -seeded -turf areas should be fertilized no less than once every 90 days. Apply a high nitrogen formula once every three to four weeks after over -seeding, and again in December or January, as well as in April or May. 9, From June to August, use a balanced slow release fertilizer. 10. ALL fertilizer appLication rates should be in accordance with manufacturers specifications. Weed Control Weeds inhibit lawns plants, and trees from gaining the moisture and nutrients they require for growth and development. Weeds should be removed as follows' 1. Remove all weeds as soon as possible from lawns,planters, plantingareas,expansion joints, tree pits, and lgraveled•areas. 2. 2. No more than 10% percent of the turf area should have weeds. 3. Weeds in Lawns can be controlled with selective herbicides or a post -emergent spray. 4. Walt until the second or -third cutting before using pre -emergent herbicides on newly seeded lawns. 5, To control crabgrass apply pre -emergence in January while Bermuda grass Is dormant. 6, Broad -leaf weeds in lawns can be removed selectively with post emergent herbicide. When utilizing this method of control, care must be taken not to harm the areas adjacent to the application. 7, Weed control in planting areas may include mechanical and chemical methods, Mechanical or hand weeding should be Limited to 'spot" control. In newly planted areas or windy conditions. 8. When weather permits, use herbicides to prevent weed seed germination In September. Herbicides must be registered for use on -turf grasses, ornamental plants, and weeds selected for treatment. 9. Selected herbicides should be registered for use on turf grasses and shrub planting areas. Fallow directions to ensure the herbicide Is safe for use on ornamental species (ifapplicable). 10. Calibrate spreader (sprayer), apply evenly first In one direction and then the other. Insect Related Problems If Insects are suspected, Identify the insect, monitor the problem, determine the extent or progression of the problem, and if necessary spray with appropriate Insecticide. If possible, do not treat as this may be a seasonal problem that may correct itself. + All areas of the landscape should be Inspected for Infestations of harmful pests which Include aphids, beetles, scale, slugs, snails, spider mites, thrips, whiteflies, Eucalyptus longhorn borer, weevils, Palm borers, and Palo Verde borers. Leaves that are chewed, blotched, deformed, discolored, skeletonized, defoliated, or wilted could be signs of pest problems. + Pest control n include an Integrated pest management control system, pesticide control, exclusion, natural enemies, biological control, and host resistance. + Application of all pesticides will be made by a California State Licensed Pest Control Applicator, Pesticides should be applied when the possibility of contamination is at Its Lowest. Early morning appLication shall be used when possible to avoid contamination Fran draft. Applicator should monitor the weather and avoid conditions that would greatly reduce the effectiveness of the treatment or create possible harmful run-off from the treated area, Applicator should also ensure that the prescribed chemicals are most effective during -the current Life cycle of the pests. + Post warning signs in areas where pesticides nre to be applied and reduce watering to eliminate runoff, If water is required to increase pesticide efficiency, It should be applied in quantities the area is capable of receiving without creating excessive runoff. + Exercise caution when mixing and transferring pesticides to prevent contaminating areas outside the target area. Application methods should be used which ensure materials are confined to the target area. Spray tanks containing excess chemicals shall not be drained on site. Disposal of pesticides as well as tank cleaning materials shall comply with the guidelines established by the State of California Food and Agricultural Code and EPA regulations. + Spray equipment shall be In good operating condition, of high quality, and designed to efficiently appLy prescribed materials. Avoid high pressure applications and water soluble drift agents. + Pesticides should be selected from materials which characteristically have the lowest residual persistence. + Consultation with a State of CaLifornia Licensed Pest Control Advisor may be required before applying chemical treatment(s). + In case a Restricted Use Pesticide Is recommended, there must be a Restricted Materials Permit Issued by the County of Riverside Agricultural Commissioner. + Do not use toxic pesticides to control pests when predatory or parasitic Insects are present. + A continuing program to control insects and rodents is recommended. The following Information should be included the pest to be controlled, method of control, the product labels, a schedule as to frequency of control. Maintain a monthly and daily pesticide spray log to record all pesticides used. Sprinkler Maintenance The controlling factor in the performance of water management within landscape maintenance areas is the application of water to landscape plants at a rate which closely matches the actual demands of plant material with little or no runoff. Water conservation, roadway safety and maintenance are the first and foremost reasons why water must be strictly controlled within the City. Other Important water management considerations include safe and dry turf areas for community use, water costs, and plant health. I. Before repairing or adjusting systems, verify the operating pressure of the supply system. Static pressure at P.O.C. should also be checked, If pressure is substantially higher than design pressure. Adjust pressure regulator accordingly. 2, Irrigation schedules should be adjusted seasonally. 3. The entire irrigation system, including all components from connection at meters, shall be maintained in an operational state at all times. This includes controllers and remote control valves, gate valves, main lines, service lines and irrigation heads, 4. AU repairs shall be performed by fully trained personnel knowledgeable in all phases of landscaping and irrigation system operation, maintenance, adjustment, and repair, Repair personnel shall also be knowledgeable in all type of components including control clocks, valves, and sprinkler heads, as well as with all brands and models of irrigation equipment utlized in a landscape. 5. Main irrigation and supply systems must be tested and inspected periodically' guar+Api 1./ basis! + Flush lateral lines, catch water sample and closely check for debris and suspended matter. + Flush until water runs clear, should require only afew seconds. Mnnt lv cic' + Examine and clean all filters. + Replace filter as required, + Adjust and clean or replace emission devices as required. + Perform walk-through and took for visible plant stress, check emissions device location and flow. Weekly basis! + Test irrigation heads and coverage areas to' + Provide adequate coverage for all landscaped areas Prevent excessive runoff and/or erosion, + Prevent watering of roadways, facilities such as tennis, basketball or handball courts, walkways, trails, fences, and private property, + Match precipitation rates, 6. Quickly repair all irrigation system damage and record repairs, 7. Ail sprinkler heads shall be adjusted -to maintain proper coverage. Adjustment shall Include actual adjustments to heads, cleaning and flushing heads and lines, and removal of obstructions. B. Minor repairs shall include but not be limited to! all lateral lines regardless of size, risers, exposed electrical connections, washers, seals, adjusting pins and replacement of valve box lids. 9. Major repairs shall include all mainline pipe regardless of size, controllers, pressure regulators, mainline, control wires others than above, valves, solenoids and diaphragms, all sprinkler heads and emitters. 10, Faulty irrigation systems such as malfunctioning controllers, quick couplers, manual or automatic valves and sprinkler heads should be corrected within 12 hours of notification 1L AU replacement components should match the original type and model unless a substitute is approved. 12 When sprinkler systems are out of service, -temporary or alternative watering (hand or watering truck) may be required. 13, Personnel are responsible for damage to sprinkler heads and valves due to careless operation of vehicles and lawn mowers. 14, Irrigation system schedulingwMLl be established bythe Citystaff and will be based on ETD values obtained from 4 rr18 y the Coachella Valley Water District. Pal'T Tree Waterino Contrary -to general knowledge, palm trees are moderate to high water users. The amount of water used by a palm depends upon the size, species, Location of the tree, and time of year. Generally, the larger the tree the more water used. When establishing a newly planted palm water usage may range from 30 to BO gallons a day. Once the palm is established (two to four months after planting) the water requirement may decrease but generally not much more than 20X to 307., NOTE' The warmer the air and soil temperature, the more water is used by plant material NOTE: NO DESERT SHRUB SHALL BE PRUNED INTO A BALL OR BOX. ALL PRUNING SHOULD BE DONE TO MAINTAIN THE NATURAL BEAUTY AND CHARACTER OF THE PLANT da7/7:45:ZiZe/S c� III.�I I =1 I ImoI 11=1 - II I III=III II I -I I NI1-I 111 I -11-1IL-I Jr 2X ROOTBALL BARREL CACTUS ROOT ZONE NATIVE SOIL BACIGFILL UNDISTURBED NATIVE NOTE: APPLY 1 THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL BARREL CACTUS PLANTING DETAIL LA N•T.S. • • ( (-OCOTILLO Ce\<� \\//\4fde 0li S 'C'W' J/:/ . 'S t� �OGJ/i ROOTS LL 2' TO 3' DEEP WELL ROOT ZONE NATIVE UNDISTURBEDL NATIVE SOI UNDISTURBED NOTE, NATIVE SOIL TO BE USED FOR BACKFILL OF ALL SHRUBS AND DESERT ACCENTS. TAMP SOIL IN PLACE. • NO FERTILIZER TO BE USED. • HOLE TO BE AS DEEP AND AS WIDE AS ROOT MASS. • PLANT AT SAME DEPTH AS PLANT CAME OUT OF GROUND - DO NOT BURY. • NO BASINS. • DRIP EMITTERS TO BE AT LEAST IS' AWAY FROM PLANT. NOTE: APPLY 1 THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL OCOTILLO PLANTING DETAIL N.T.S. PLANTING NOTES I. Before any plants are planted, all planted areas are to have been graded In an acceptable manner to asssure positive drainage per the grading notes. 2. INhere circumstances permit, plant no tree closer than IS' to an edge of hardscape. 3. Remove all stakes from vines 4. Refer to planting details. 5. Whenever possible, use plant materials acclimated to the Coachella Valley. 6. Landscape contractor when tying vines is to use a drill to establish the pilot hole to receive the red -head portion of the molly. 7. When tying vines or espaliers, wires should be spaced as follows: 1st (2) at I'-6" apart from finish grade, the next (3) at I'-O" apart to make the top wire at 6'-O" above finish grade. Wires should be a minimum of S'-0" long center on plants. When vines or spoilers are closer than 10' apart, use a continuous wire between both plants. 8. WARNING Plant material listed maq or may nothave been approved by the Agricultural Commissioner's oTf Ice. Landscape contractor, please contact the developer for status of Agricultural Commissioner's approval or denial Plant material not conforming with quarantine laws may be destroyed and civil action taken All plant material Is subject to Inspection at the discretion of the Agricultural Commissioner's office. All plant material must be free from Red Scale (Aonidiella aurantli). No shrubs are to be planted within 36" of hardscape, measured from center of shrub, Trees to be a minimum of 5' away from hardscape. 9. BOULDER NOTES I. Boulders are specified In tons, 2. Installer Is to be responsible to prevent any severe chipping or damage to boulders during the placement process. 3. Boulders are to be placed using cables from a Loader Boom or a Boulder Placement Boom. 4. Installer Is to pay particular attention to how boulder is lifted to allow boulder to be spun in order to set boulder In Its most desirable position. 5. Boulder Is to ultimately be set to a minimum of 1/3 buried (See Detail). 6. All cavities and voids near the bottom of the boulder are to be set below finish grade. After setting,soil Is to be cleared from boulder to a depth of 6" to 1.soli P allow for staining of boulder below finish grade. b. Boulder Is to be washed clean of dirt, debris, and small chips and allowed to dry prior to staining If required. H//d/d%OLO/H OOOdO//%O/dCW'S A /21/ CURB DATE M' 200e Signature on File LANDSCAPE MGR. if 18' SLOPED GRADE II11111-IIIIII=11111 LEVEL GRADE NOTES: ALL CAVITIES AND VOIDS ARE TO BE BURIED FINISH GRADE ALL CAVITIES AND VOIDS ME TO BE BURIED ALL MEDIAN BOULDERS TO BE BURIE➢ A MIN MUM 1/3 NOT TO EXCEED 12' FROM TOP OF CURB ALL BOULDERS TO BE A MINIMUM 24' FROM CURB/HAR➢SCAPE UNLESS NOTED ON PLAN BOULDERS IN CLUSTERS TO BE SET AT VARIOUS HEIGHTS PER CITY APPROVAL BOULDER INSTALLATION LANDSCAPE DMSIDN CITY OF PALM DESERT 8'-12' VARIES WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP. FINAL GRADE IIIIII-11111= 111111=_ 111111 11111 E NOTES: APPLY 1 THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL DATE: LARCH 2008 Signature a File LANDSCAPE MGR. VINE 11111R111111 IIIII HI =11III 2X ROOTBNI NATIVE UNDISTURBED SOIL ESPALIER DETAIL LANDSCAPE DMSION CITY OF PALM DESERT SIGNATURE February 29, 2016 RENEWAL DATE a Yogi co "It/O Op- CAS SCALE. NONE PLT DRAWING NO. 005 SCALE: NONE PLT DRAWING NO. 004 Date CINCH TIES =1NII111 IIIII & NIII DATE: LARON 2008 St'pnature on HI LANDSCAPE MGR. 2X ROOTBALL DO NOT OVER TIGRTEN CINCH TIES, C ALLOW TREE TO MOVE 21/2 t LODGE POLE PINE TREE STAKE (2 EACH) MINIMUM 12" AWAY FROM EDGE OF ROOTBAII SET TOP OF ROOT CROWN AT FINAL GRADE DEPRESSED WATERING BASIN en _enTrrIAL GRADE (Im III® IIIII NATryC UNDISTURBED SOIL NOTES: IN TURF AREAS LEAVE A BARE AREA APPROX. 16" AWAY FROM TREE BASE IN ALL DIRECTIONS APPLY 1' THICK LAYER OF DECOMPOSED CRANE ON TOP OF ROOT BALL STAKE SINGLE TRUNK TREES IF NEEDED DO NOT STAKE MULTI TRUNK TREES FORM 3' BERM TO CREATE TEMPORARY WATERING BASIN (USE WITH BUBBLER IRRIGATION ONLY) TREE INSTALLATION LANDSCAPE DIVISION IIIIII=11 II IIIIII . -_ 111111=111111 E IIIIII= __ IIIII -IIIIII 111111111111=IIIIII=11111�-J,1110-a IIIIII IIIIII =IIIII .11111'=11111 DATE•NARON 2008 Signature on File LANDSCAPE MGR. 2X ROOTBAI I CRY OF PALM DESERT DEPRESSED WATERING BASIN scam _NONE PLT DRAWING NO. 001 SET TO TOP OF ROOT CROWN AT FINAL GRADE FINISH GRADE NATIVE UNDISTURBED SOIL NOTES: PLANT SHRUBS MINIMUM OF 3 FROM CURB N MEDIANS, 3' FROM CURB/SIDEWALKS IN PARKWAYS OR AS NOTED ON PLANS APPLY 1' THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL FORM 3' BERM TO CREATE TEMPORARY WATERING BASIN (USE WITH BUBBLER IRRIGATION ONLY) SHRUB INSTALLATION LANDSCAPE DIVISION COY OF PALM DESERT SCALE: NONE PLT DRAWING NO. 002 (APN 625-160 053) These plane 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 USSR Right -of -the -Way. Treee, plants, walls and permanent structures of any kind may not be planted or installed In CVWDand USER easements or right-of-way Without first obtaining an encroachment permit from CVIIJD_ CVWD Plan Water Management Department Development Services Department A 0 'ate A REVISIONS Delia Date SherlsAffeeted 12-10-14 ALL 1-10-15 ALL 8-11-15 ALL o U Uri ' C N a) I) • 0 L C C7 E a) 1 By Description of Change _ GM Rcvisd.per City mmrm dated 11/18/14, Revised per CVW comments dated 12/1/14 _ Revised per ALCC comments dated 10/29/14 GM Revisal per ALCC comments dated 12/29/ GM Revad per ALCC rnrnmrnls dn[rd 2/05/1. YWCA refrOPME PROJECT DATE' 8 2714 _ PLOT DATE' 4 07 16 PLANTING DETAILS �/.000OdOzeeaaa ses * SEE NOTE • BALL VALVE N .T.S. 11111111111 6' TRENCHING N .T.S. FINISH G ADR ''E 6' ROUND VALVE BOX LINE FLUSHING VALVE TLC SOMFV. 1/2' PVC FEMAL: ADAPTER AND PIPING BRICK SUPPORTS (THREE) 3/4' GRAVE SUMP (6' TO B' DIAMETER) 1. ROUND VALVE TAN BOX WITH BOLT - DOWN COVER, HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LLI ItRS. 2, FINISH GRADE. 3. FULL FLOW, BRASS BODIED BALL VALVE- FULL PORT 4. SCH. 40 PVC PIPE EXTENSION, DI A. TO ALLOW FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK - 8" DEPTH. 6. COMMON BRICK (2 REQUIRED). 7. SCH. 80 NIPPLE TOE W/SS PVC COUPLING 8. 2" CLEARANCE. 9. PVC MAIN LINE PIPE. * 3/4" IN TURF AREAS. 2" IN SHRUB AREAS, LEGEND NON -PRESSURE LATERAL LINE PIPING, PRESSURE MAIN LINE PIPING CONTROL WIRES - TAPE AND BUNDLE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAIN LINE. PROVIDE 2" DEPTH OF CLEAN BACKFILL. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMP ACTON REQUIREMENTS. FINISH GRADE. NOTE" * MINIMUM BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3" AND LARGER 18" FOR PIPE SIZES 2 1/2" AND SMALLER. 8' W u _-i E4' AUTOMATIC FLUSH VALVE- By Netaffm N .T.S lortant Notice - Underground Service Alert Section 4216/4217 of the Government Code re uires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. uction contractor agrees that in accordance with generally accepted construction Instruction contractor will be required to assume sale and complete responsibility for iitions during the course of construction of the project, including safety of all persons 6 that this requirement shall be made to apply continuously and not be limited to ing hours, and construction contractor further agrees to defend, indemnify and hold :ssional harmless from any and all liability, real or alleged, in connection with the of work on this project, excepting liability arising from the sole negligence of design 4" LEGEND: I. FINISH GRADE 2. BUBBLER HEAD (see Irrigation legend) 3. 12' PVC SCHEDULE 80 RISER 4. PVC SCHEDULE 40 STREET ELL 5. PVC SCHEDULE 40 TEE AND ELL 6. CLASS 200 PVC LATERAL LOCATE BUBBLER 10' AWAY FROM ROOT BALL EDGE. LOCATE ON HIGH OF PLANT TREE/PALM IRRIGATION BUBBLER N.T.S. ■ ■ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ AUTOMATIC -FLUSH VALVE MAX WITH 12' ❑ EMITTER TRIANGULAR SPACING TYPICAL EMITTER LAYOUT PLAN N.T.S. DUT➢ODR VALLJ INSIDE FRONT COVER El El ID El ID El ❑ ❑ RESSURE ❑ REGULATOR ❑ ❑ ----T FILTER ERCV MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND (/4 O1 ESP -SPITE SMART CONTROL SYSTEM N.T.S. GENERAL IRRIGATION NOTES 1. THE SPRINKLER SYSI M DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW D HAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR 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 TO THE OWNER'S AUTHORIZED REPRESENTATNE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. FT SHALL BE THE RESPONSIBIUTY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OULTLET TO THE AUTOMATIC CONTROLLER. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AVOID ANY CONFUCTS BETWEEN THE SPRINKLER STsIt.M, PLANTING AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE MELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICIATON IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC, HE SHALL COORDINATE HIS WORK WTIH THE GENERAL CONTRACTOR AND OTHER SUB CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 7. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINLINE PRIOR TO BACKFlWNG TRENCHES. 8. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINUNE PRIOR TO BACKFlWNG TRENCHES. GENERAL NOTES! RAIN BIRD ESP4SMTE DUSIDE WALL BUNT FINCH PVC SCH 40 CONDUIT AND FITTINGS WIRES TO REMOTE CONTROL VALVES AND SENSOR STANDARD KMULE FOR 4-STATION CONTROLLER PLAN 0 10 OF" 00 SECTION Sea t"Sp ID O gb" 0 0 • 0 0 • O * 2" IN SHRUB AREAS. 1" IN TURF AREAS. LEGEND RAIN BIRD 'GB' SERIES ELECTRIC CONTROL VALVE. RECTANGULAR TAN VALVE BOX WITH BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. CHRISTY'S I.D.TAG - WHEN REQUIRED FINISH GRADE. SCH 80 NIPPLE T.O.E. W/SS PVC COUPLING PVC PIPE TO SYSTEM - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. COMMON BRICK (4 REQUIRED). COMMON WARE TO OTHER VALVES ON SAME CONTROLLER. 3/4" CRUSHED ROCK. 8" DEEP. CONTROL/COMMON WIRES FROM CONTROLLER. PVC SCHEDULE 40 PIPE. PVC SxS 90 DEG. ELL WIRE CONNECTOR. MAIN LINE FITTING IN/SOLVENT WELD OUTLET. COIL WIRE PER SPECIFICATIONS ELECTRIC CONTROL VALVE N.T.S. ,REDUCED PRESSURE BACKFLOW PREVENTER IIII- _ III I IIII-111-IIII -III j =IIII 111=1 I I I-IIII=1111=IIII I I I III =IIII III1111=1111 =I= LEGEND 1. BRASS 90 DEG. ELL (TYP.) 2. BRASS NIPPLE-4" MIN. LENGTH. (TYP.) 3. BRASS WYE STRAINER W/60 MESH MONEL SCREEN. 4. BRASS PLUG. 5. BRASS UNION. 6. FINISH GRADE. 7. BRASS NIPPLE (TYP_) 8. FROM POINT OF CONNECTION ADAPT AS REQ'D, 9. 12" x 12" x 12" CONCRETE THRUST BLOCK. (TYP.). 10. BRASS COUPLING. SET FLUSH CONCRETE (TYP.). 11. PVC MALE ADAPTER. 12. PVC MAINLINE.. * 12" MIN./24" MAX. W/ BACKFLOW PREVENTOR BY• GENERAL CONTRACTOR N.T.S. 5 ) OF1111>1AL IA1111IILE.- roe rP :15151011 1 TNcnt I FF INCUBI BOX CONNECTION FOR WIRES FRON SENSOR 1/2-INCH PVC SCH 40 CONMT TD POWER SUPPLY WEI OM i:� MIN II ISU F INS11W CENTRTI I FR CHASSIS SENSOR DETAIL! ESP-SMTE SENSOR (BOTTOM VIEW) CONNECTION FOR WIRES FROM CONTROLLER NOTE! WIRE LENGTH FROM CONTROLLER TO SENSOR NOT TO EXCEED 200 FEET. SS/ C //'//i,6i/a//a/Os 1. FINISH GRADE. 2. PVC PIPE (DEPTH PER DETAIL). 3. RAIN BIRD MODEL # XCZ-075, # XCZ-100 XERIGATION CONTROL ZONE ASSEMBLY. 4. WIRE CONNECTOR. 5 PILOT WIRE 6. COMMON WIRE. 7. 3/4" CRUSHED ROCK. 8. (4) 2" x 4" x 12" PRESSURE TREATED WOOD FOR SUPPORT. 9. 12" x 18" TAN RECTANGULAR VALVE BOX. 10. PVC MAINLINE 11. TAN RECTANGULAR VALVE BOX NITH BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON UD IN 2" HIGH CHARACTERS. 12. CHRISTY'S ID TAG - WHEN REQUIRED 13. COIL WIRE PER SPECIFICATIONS NOTE* FOR SOLAR CONTROL VALVES Install LEMA micropower actuators In place of conventional solenoids to all valves. Unless otherwise noted on p an. XERI&ATION CONTROL VALVE/ AUTO FLUSH VALVE N.T.S. LEGEND I. RAIN BIRD XB 10-32 THREADED EMI I ICK 2. BOWSMITH POLYFLEX RISER (LENGTH AS REQUIRED). 3. FINISH GRADE. 4. PVG FITTING (5x 5x 1/2"FIPT). 5. PVC, PIPE (DEPTH PER DETAIL). L DRIP EMITTER ASSEMBLY N.T.S NOTE: FOR HIRE SIZES No. 14, No. 12 and No. 10. SLIP BASE SOCKET OVER END WIRES. ST1RJP WIRES TELY 5/a' FROM END. TWIST ENDS TOEETTER- S1EI2 I APPLY SFa! PR TO OUTSIDE OF SEALING PLUS. FILL CAVITY WITH SEALER - PUT IMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND CUT OFF EXCESS WIRE. STEP 2 RILL 9ACF KET OVER WIRE END A5 FAR AS POSSIBLE PUSH SEALING PLUG INro BASE SOCKET. STEP 3 RUSH WIRES TO END OF BASE SOCKET TO AV1 WF COMPLETE SEALING OF CONNECTION. RAINBIRD PEN -TITS WIRE CONNECTOR - STEP 4 WIRE CONNECTION DETAIL N.T.S. Date Sa/'a/////SAW00/// (APN 625-160-053) These plane have been reviewed by the Coachella Va ley 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 -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed In CVL1Dand USER easements or right-of-way without first obtaining an encroachment permit from CVWD- CVWD Flan* Water Management Department Development Services Department AEWWWW 0 9 0 Zeddeaealfe z w ea AW/////syi/ 4 0 REVISIONS Delta Oat Sheds Affected 12-10-14 ALL 1-10-15 ALL 4 A 2. U rti cn Cd II PKI 0 i`es `../ Et NW�y I--1 zcAcl Palm Desert, By Desulption of Cbanat GM Revised per City mm,m dated 11/1B/14. Revised per CVV% comments dated 12/1/14 Revised per ALCC comments dated 10/28/14 GM Revised per ALCC B-11-15 All. comments dated 12/29/ GM Revised per ALCC rnmmeT k Hand 2/05/I' PROJECT DATE• 8.27.14 _ PLOT DATE: 4.07.16 IRRIGATION DETAIL; A