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HomeMy WebLinkAboutCathton Investments_1 ■ W1,n LANDSCAPE- PLANS FO R ■ z . Q Cn� IT. 0 o0 0 > ODCN 'A m V, m '53 5 i •� 1 7 O � toW U C L: I J.t_ C.)cis E 3: M e O T 0 N TA1,A N T S W CITY OF PALM DESERT Landscape Inspection Schedule for O Renovated Landscape and Custom Homes E3 I [10 F I J /k 114 )( (:) l J 3 C\2 I. Plant Material Cn 0 ai a m a. Condition Z b. Type V '-4 •, w c. Placement I OT A� l +� z E 2. Inorganics W Q w c a. Decomposed Granite rrA b. Boulders ■ ■ C CQ v c. Cobble CITY OF PALM DESERT � C � w DEPAIRTNIEHT OF es COFA110 ITY DEVELOPMENT Ems., Cd �--i 3. Final APPROVED BY: 17 C.C.RES.NO` TIFF LETTER a w a. Irrigation 0 P.C. RES.NO. ❑ARC ACTION FORM ., ➢ Valves, boxes, and wiring ■ ■ �l� �-13- i�➢ Controller operation and site specific yearly irrigation BY Dais w schedulea. eser ce .- '{"�lT•'aENCEWiTFHN ➢ Sprinkler, bubbler and/or drip emitter type, flow rate, and orni - APPROVED - E` quantity per plant ' _ - ➢ Overall operation T,^ .c i at-`''C `t c (�J`^Y FINAL LANDSCAPE PACKAGE E- b. Tree staking. c. Overall ATE: REVIE#D 13y. . LANDSCAPE 111!qDEX � � SHE �3 r o a7 Please call 760-776-6450 to schedule inspections at least 24 hours in advance. d SHEET SHEET DESCRIPTION z WATER CONSERVATION STATEMENT NO. A.P.N Project Site: PALM DESERT RIVERSIDE COUNTY Tract or Parcel Number: 771-390-007 o Project Location: 522 Mesquite Hills o►sr P" c+wraN ORK Or itwr 1 1 i} - 1 C.,ONSTRUC.TION PLAN D - Landscape Architect/Irrigation Designer/Contractor: GUSTAVO MAGARJA •off ' PASEO DRIVE sKOow !pMffA 0 DRIVE V Included in this project submittal package are: (Check to indicate completion) , a: L_2 I N iV* 1. Maximum Annual Applied Water Allowance• PLAConventiona p feet/year Landscape: 384.22 100 cubic feet/ ear a A �� a, + Recreational Turf grass Landscape:49.39 100 cubic feet/year (if applicable) I 1 ATION FLAN 0 o Maximum Annual Applied Water Allowance: 384•22 100 cubic feet/year i -z � =4 � �/ 2. Estimated Annual Applied Water Use by Hydrozone: L_4 HAYSTAgC ROAD C L I OBITI NO PLAN DETAILS z A ` VIEW DRIVE Turf grass Hydrozones: 49.39 100 cubic feet/year (if applicabte) �� tW9- Low Plant Hydrozones: 85.58 100 cubic feet/year 04DIAN HLLS WAY r Medium Plant Hycirozones:148.79 100 cubic feet/yea GONST UGT I ON DETAILS j High Plant Hydrozones: 0 100 cubic feet/year w Water features H drozones 4 100 cubic feet/ ear �� � RESIOM {]then 100 cubic feet/year y y _ PLANT I N& DETAILS PS,oE o� ` Estimated Annual Total Applied Water Use:359.Qn 100 cubic feet/year `<C/ /1j� �'tNYgiy , � Dw --„A.fiw SOTE _1 I I OATI ON DETAILS 3. EATAWU < MAAWA o_ _ ® o 4. Landscape Design Plan By. S. Irrigation Design Plan DATE: r `,� �— o g g � �� e z 6. Grading Design Plan .. - Landscape and Irrigation system Certificate of Completion must be signed off by Landscape ArchitecVDesignee of record and submit one copy to the city of Palm Desert and one to C.V.W.D. AAL C�� 7, Soil Chemical Analysis (optional) _ LOCATED IN THE NW 1/4 OF SECTION 6, T.15S., R.6E., SBB&M Q— z Description of Project, _ E CVWD NOTE: 1 �7 �(] ^� THE USE OF LUSH PLANT MATERIAL WITH CONTRASTING COLORS, TEXTURES AND FORMS WILL HELP A. .N. 7/ i-390-00raw ACCENTUATE THE CHARACTER AND ARCHITECTURE OF lHE"BUILDING. ALSO, THE USE OF DRIP AND NO TREE PLANTING WITHIN 10' OF C.V.W.D. SEWER AND WATER LINES RECEIVttU 0— 1.4 v DEEP WATERING IRRIGATION PRACTICES FOR THE LANDSCAPE MATERIAL WILL FURTHER PROMOTE NOTE- BACKFLOW MUST BE SCREENED rr,ese have been��, — CVWD p bg,,"ooad�dla valley Utter District LOW WATER CONSERVING METHODS, THUS PROVIDING A BETTER SUSTAINABLE ENVIRONMENT. CVWD NOTE 2 FROM PUBLIC VIEW ON ALL SIDES in accordance with California Goverenient coder Sectwn*VW et FEB - 6. ?.�113 ;ATE .ed. Date: JANUARY 10, 2012 Prepared by: GUSTAVO MA"AA TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES WiTH PLANT MATERIAL. requiring efficient landscape and irrigattoa design kv coopwawn with 0 OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USBR EASEMENTS S�lBO� the Coca! goverrikig agency Ccag or co� OR RIGHT-OF-WAY WITHOUT FIRST iJBTAINING AND ENCROACHMENT rn PERMIT FROM CVWD. NOTE- ALL OVERHEAD UTILITIES AND j Approval of this drawing by r-VW static does not constitute z approval to encroach into district and UNW Rlgfit-oF-the.Ulai d CVCVWD/n n ALL UNDERGROUND UTILITIES ARE SHOWN fic F 20i4 >"r WD NOTE; 3 H� 'Drees,plants,walls and permanent structures of any kind i ft not be a TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SET BACK ON PLAN. `f'� - Q planted or installed in CvWand USSR eaeeme*e or right-ort'..isay SHEET a CIS AT LEAST 24' FROM CURBS DRIVEWAYS SIDEWALKS OR ANY OTHER AREA q� �� without first obtaining an ens chn"t . from knDOrtant Notice - Underground Service Ales Construction contractor agrees that in accordance with generally accepted construction THAT MAY RESULT IN RUNOFF` OF WATER ONTO STREETS. AN UNDULATING F 0 \FO practices, construction contractor will be required to assume sole and complete responsibility for F C A�- Seet{orc 42i6 4217 o the Goi�ernnierit Code LANDSCAPE BUFFER AREA CREATED BY THE SETBACK SHALL BE DESIGNED / Q / f requires job site conditions during the course of construction of the project, including safety of all persons WITH ROCK, COBBLE OR DG AND/OR CAN BE LANDSCAPED WITH DRIP ` v DATE: 6-1 1-12 i a N Alert Identifwdirm Nwriber be issued befoie a and property, that this requirement shall be made to apply continuously and not be limited to IRRIGATED SHRUBS/ACCENTS OR COVERED WITH SUITABLE GROUND COVER. SCALE: 1/16' = 1'-0' Date (���}} tUater Ma 'Permit to E=vde' will be valid For pur Dig Alert normal working hours, and construction contractor further agrees to defend, indemnify and hold L4VL 4 x Identification N mber cmU Underground Senim AIM design professional harmless from any and all liability, real or alleged, in connection with the Cvuil7 flan, E" TDLL FREE at t-8Q0=227- 00 two working days performance of work on this project, excepting liability arising from the sole negligence of design 0 81 16' 32' 48' 64' D t be,�bre you dig. professional. COVER SHEET h is A = . / s qLvm LIMP r lr r •, ® � � - i /' i1•'� � t' /� irr-11 : - I-. I •� G • - i - _.. - • i s� y , •► 1 RIM /,1 ;� 'Y � � Rw i:m�••1> r'nt.inwitttrinrm ul .".rrT• a ✓ +� �� �� �` p�� r �� _ ►".-i s�..•\ vi141__�-•I�.r� .J[qr....�—�fw��_ �s�■."�■�G���_It ' /i��j,\\I�� (� �_.��=J�Vm.. t„r,..nw- � -'•nirrilq:'.:}�'7�• ­'MI�`S��Qi�•�Rr,���`'.- ��,�a�.: r � - I :e• ! 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I COMPANY PAR DEVELOPMENT STREET AI)DW-% 74361 Highway I i I Ste? CP \ \ $ _ _ � � v 10402) .20 E CITY PALM DESERT STATE: CALIFORNIA ZIP CODE. 9226I - �LL�xC) �E[gX LL �I GP Pa'klironta.proewx LOK HYDI3OZONE INFORMATION TABLE \ \ \ LLC _LLc - Q - - _ \ LLC _ LLC \ LLC AR _ - - \ \ 5ortorart Palo Verde ® � C o IRRIGATION POINT OF CONNECTION(P.O.CJ NO. Cp \ - - �� D I L - - 8 \ \ \ /�J� 1RRiGA W F TP Thevetia peruviona MOD 20402) .50 Q C Ln CONTROLLER NO. VALVE CIRCUIT NO. PLANT TYPES' IRRIGATION METHOD" AREA(SQf'CJ %OF LANDSCAPE AREA / AR / \ \ - AR i AR _ AR \ LLC \ 1 JcPanese Yellow Oleander o 5 .�' A D 1947 03 fRY \ RIP E-1 A AR - a�R�t =1�A A "'�aI" AR `� - a a� ■■■■_■*■ ■��■■■■� ■■■■■0�■■ "i ■■ ■■■■ ■�■■■ ■ ■ ■ ■ _ _i�o■■ ■u-= ■�■■■■tS■.l�S■� ■� \ O 1^IATER PLA1+1T X � C A 1 A M D 985 6.59 L �, _ _ �' - - �, A 2A LW B 1104 .38 , f -- - \ __ _ - �° __ } _ � _ _ �f 4_ AR \ - ,?+3ILM r 5YM. mile "HP5 s FACTOR U A 2A MW B 250 1.67 \ /' 1 LLC BA Srahea armata MOD Z Xt3-201`16-1032 .20 �. © Y A 5.49 i0 �f LLC a � /O ` Mexi�t Blue Palm �+ 0.'. _ > t�A I � T.B \ l I LL CLj io A 4A LW D -667 4.45 � � � ' _� - - - - - i � �, �L ; LL f LLC � i�ted��t�I Pa1m Mot) 104OZ �O � C� ■ ■ \ / 0 4AMW 593 -- - ----- --, -- - -- - - -- _----------=---���-=-------- -----, -- - - - - 1 / - 0 �A .- - - I. - , 'fasAc$ _ tr X / OE-1 / / CH Chamaerops H)MIlis r4oD 2 40 v A D 2 14 l »r / CP / / LL� / " Med►terranean Fan Palm R ?� so E 3 A 7A MW B 120 0.80 AR I LLc / / / GR Gycas reveluta Mop 1(1402) so A 8A LW B 44 C / A, '�ii4• / / / sago Palm t- A A MW B 510 3.40 - - - - - - - - - - - - - - - - - - - - - - - - - - / / / i ti-� ` l �/ / / / / / PR Phoenix roehelenii, MOD 10402) .50 m �" "' ■ #I s / j Pigmy Date Palm D 47 3.14 ,SA ,� � _ P if 4 .R HW S / C j . NF Washingtonia filifera MOD 2(1402) S0 w A 12A 450 .00 PS _ - `• ••. 1 LLC k a J / / Callfornla Fan Palm A 13A LW vA 11 a ++�•' .A L I ot 40 � k2A ea LL � �� SFIRI�S i' IN2IP p ;\ �M • AR kkA ks ecl / ��� SYM. NAME WATER PLANT EMITTERS FACTORA - lJ �� AA Agave anerlic ana LOW X8-IOPG-I032 20 1+ A 16A 428, 2.$6 1 v4' -- FC 17A LW p Soo 5.35 / � / / Gentiml Plant L 17A GREAT ROOM `} i ' - / ' a / AM Asparagus densifiort�s s1x-eng�i T4yers-5 gal. XI3-20PC-io32 -.;- -'-. � � � � ski'?, \ / .5D A 18A LW B 907 6. BAR LLC / 6�t$ j • LIVING ROOM t /■Q T cP �5t8, �� Asparagus MOD 19A LW 4.89 ` ' - ' / i ii!4' /, � ` / A Aloe spc. LOW XB-IOPG-1032 20 A 19A 357 2.39 , lC Aloe LOW Xt3=roPc,-lo�z 20 A sS A N 4 I007 �` Y r � 0 / / A1/ AV Agave Almorintana k9A rt�1) `PLANT TYPE "IRRIGATION ME HOD 3!4.7NtIP �t � � � 4� � G � � - ��t,_,; , / / LLC BLO Bougai�llea'0hA_a--Ld MOD Xf.3-2oPG-1o32 30 W. CST=COOL SEASON TURF MS=MICRO�SPRAY HIS H GALLER A •ss i / _f r_ S=SPRAY BA AP.At "%-JW- 1 •■• j Y B BOugaimltliea r..+ WST-WARM SEASON TURF 1 i - i R=ROTOR J. C.E. I I LLC l / p . III>,'=HIGH WATER USE PLANTS � ` _ GAP Cassel inia- IEherir>ma MOD, Xt3-20PC--k032 50 s=BUBBLItiR c.z Psra'r , x�L,f. l / Red Urd of Paradise J'� a � MW=MODERATE WATER USE PLANTS D=DRIP ' ■ / i i - C 1 LW=LOW WATER USE PLANTS 0=OTHER L ■ EG By-ilia forinosa LOW XB-IOPCI-1032 50 ■ THEATER � � / i L L ■ • �` WINE � i 6 ` J �`$ ��[$ Brittle Hush � � � A ENTR DINING R # / i Z _t E6 Echinocactus grusonii LOW XB-10PG-F032 20 i HIS fA -_ J 1 IRt¢IeASiON W.I.C. ! KITCHEN ► ■ Golden Barrel Q �1 ..r..{ z - ■■■ ■ZONE �":�........■. - AN i \ U HALL 2 �-i � � � ■ � �- EG Echinocactus grusono LOW XB-IOPG-1032 20 WATER USE CALCULATIONS ,��„�. � 3o t � At1ND � � ...y 8 ,,� � � �old�t Hanel 1 V � WAR aw dc' r I f� AR f R L Fouquierta.spy L t^l XB-IOPG-to32 20 Q TZ4 �i ■W BREEZEW Y •. R�kIN r.�OR a E, .. � - O t 3�, P - ,Z • ocotillo Zone 1 16,262 square feet 'Q v - N - R ` J / £tg :� GJV Gardenia Jasmtnoides 'VeltcFtil' MOD xB-2oPc-1o32 20 0 t-� 11/4' � �, i ' � va�a � � _..._._ $A . _____ / ♦ i l Veitchti Gardenia � r Low Native Plants = 5101 x 02 x 8,15@s.f_ x IDb2 / '148 ! 0.90 = 8558 CEO O4'1C AFC k , '® - - '� fi` , �i AR L { �/ / _ z LOT 15 i , •• i .■ fH - + _ LLC llt>irri 1 LOW XB-1oPC-1o32 50 �i� z Mod. 9heubs 4 GrdLvr. = 5'1.01 x 0.5 x 5,665s_f- x 0-62 / 148 /0 90 14819 CCp ti< at�t7f t �, ® i i �i _ j,R - / 1 1 j { f LC / Rath W. C\2 APIiL H k ■ �« i EC BL / / j �.[L Z Over-Seeded Turf (spray) = r✓- 101 x i x 1,12>as_f_ x IDb2 / '148 / 0't5 939 CGF ® : GARAGE 2 .• ti W f , ' �: / LLC / / LM% Lantow monteAdensts 'New Bold' MOD XB-2OPC-t032 .20154 Moving water features = 51-01 x 12 x 1,321 s.f. x 0b2 / 145 / 100 = 15.24 CCP ® i � s +i � _ - ` .< ``, ; R AR I / / / / � / / / Traltln9 Lantana � �H t- ■ 3/4'> �� • L ` vL - L J / l L NIP Lantana rrtcmitevtdensts MOD. XB-20PG-1o.32 5p . TOTAL 3ra9 00 CCF - s ■ �A ♦ GUEST • / / PWrp a rolling - J : �4• e � -� ��� .. � VEST}BULE �� ��_; i /' / / / / / / �1 T L,anta3a Maximum plater Allowance - 5"101 x 05 x 16 62 s f..x 0:62 ! -148 38422 CCP � L �►� .f Cf, LC / / 6&9t� / / mop XB-2 W _ sS / LC setts g£[t$ tiJ "� Fortnight Ltly oPC-1o32 so QzsX� FMor ML Mohlenbergla iticfielmerl MOD )0-201PG-M2 f AIYt I GUEST ' �j • f LL( Autimwt G1 CVWD NOTE: 1 ``� 11I f� ■ r BEDROOM 2R • , � AR 1i'14 PodocarpWs macrophylrWs MOD (2) X13-20PC-1032 NO TREE PLANTING WITHIN 10' OF C.V.W.D. _ iN.t, j r' , O t` LLC ( l , 1 �_./ Japanese Yew SEWER AND WATER LINES - L �' � ' ,�{ � LLC E. 4 l P f�€ eX 1 � } �h'�RK f2ue11ra brittonlar�t 'Kat1e mop xt3-2oPG-ro32 20 + , GARA, 1 ' i M ijryQ �' I gtsX \ cP \ , Mite Dwarf Ruellia L C��iD NOTE 2 , ■J , TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES $ iQ� - - t Strelttzia nicolat .. ....... _ . ATH ,� � �l � BL,/ /� ` , , ay6ae Giant t3trd of Partdise MOD (2}XB-20PG-1032 50 J Ex-t ❑F- ANY KIND SHALL NOT BE BUILT IN C.VWD ANS US.BR EASEMENTS ti - J OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT L f s Rush VAve cis �� �. � ,r` ^� ! � sA � � / I'� L(/C l �L C ■ -+ t ;• „ / / �'J 5R 5trelitzlo r 1nae PERMIT FROM £VWD. MOD )��1R a �■ � ��, �.. � � � :" +• � R v� &, 3 � / � / / � j � � � Bird of Prar dice (2 X8-20PC-1032 .5p CV\nf D NOTE' �'�` _�-`' _ � °�'-T ' - `~ ,� : CART O+5" i 54 AR �tsX � TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SET BACK �L'S-Q •� �,= � ��' , -1 fi �- • � �� t� ` hoot AT LEAST 24' FROM CURBS, DRIVEWAYS, SIDEWALKS OR ANY OTHER AREA J V ti ;:4 " �i ,4, ' I �[ ' / LC / iWATER THAT MAY RESULT IN RUNOFF" OF WATER ONTO STREETS. AN UNDULATING 14 ` 1 � z } i � � � � � / / / � � SYM. l EMITTERS AG oR � LANDSCAPE BUFFER AREA CREATED BY THE SETBACK SHALL BE DESIGNED _ 1 ■ , / EtaX� J P ` QC r w j a LLC �/ // j ` / �� BK Bougainvillea 'Barbara l:arst' MOD XB-20PG-1032 W WITH ROCK, COBBLE OR DG AND/OR CAN BE LANDSCAPED WITH DRIP w.• •t ; IRRIGATED- SHRUBS/ACCENTS OR COVERED- WITH SUITABLE GROUND COVER. +�+ f "L • / / Bougainvilleaa r�Z _' � _ t Memory,ee Mop X13-20PC-1()32 .50 Du^anfia erect 'Sw w� ��■-�- ' LgttBX Sweet Melnorles ■ (jNE- .gyp` c LAC 0 TURF - �, NATM, >FR 1 1/ - 5 YID__NAIL._,. ._ Y i x DRIP Z HYBRID BERMUDA SOD #328 over-seeded with perennial rye -in winter HIc�H 5EE IRR.LEC7E _10 1 1/4' z �� •" L ^comas 1 1/4• �• NOTE, ALL PLANTS ARE TO BE INSPECTED w 1/4, 13 BY AG COMMISSION WHEN BROUGHT 0 e P AC TO THE COACHELLA VALLEY FROM OTHER AREAS. + : / r BWo NOTE- ALL OVERHEAD UTILITIES UTLITIES AND A:w 2A W 0 ALL UNDERGROUND UTILITIES ARE SHOWN " ON PLAN. � PiPE SIZING CHART a 1 1/4' DRIP IRRIGATION LEGEND IRRIGATION. LEGEND PIPE SIZE MAX. ALLOWABLE FLOW s ` t __.._..._. .._. ._. _. .. .._ . _....._- - - 3 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS FLOW PSI PATTERN SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS FLOW PSI PATTERN , REVISIONS A GPH GPM 1/2 5 GPM oc� a �F9 . DRIP ZONE - - 8H 8' .52 30 HALF 3/4 10 GPM Ddu '� s� Arrm.d °' W \ RAINBIRD 12 PFR XERI-BUBBLER XB-10PC-1032 L00 30 DRIP (b ww RAINBIRD 1804-SAM-PRS 4 POP-UP SPRAY HEAD �Q- DRIP ZONE RAINBIRD 12` PFR XERI-BUBBLER XB-20PC-1032 - 2.00 30 DRIP' � ww 8Q W .26 30 QUARTER RAINBIRD 1804-SAM-PRS 4' POP-UP SPRAY HEAD 1.9 16 GPM �`- \* `MW r anMROW 11�DX RAINBIRD SCH. 80 RISER BUBBLER 1402 = D50 PM 30 UMBREI f A w RAINBIRD - - _ 8-VAN 8' 1.55 3fl ADJUSTIBLE , •O ov ® G G 1804 SAM PRS 4 POP UP SPRAY HEAD 1-1/4 26 GPM : 0 �� nstalte by. General � � ti contract RAINBIRD ESP-24LX+ WALL MOUNTED 84 STATION RESIDENTIAL CONTROLLER. ❑ x / Q RAINBIRD 1W IW 1.6 30 FULL 1804-SAM-PRS 4' POP-UP SPRAY HEAD i-1/2' 40 GPM " E" 10H 10' 79 30 HALF O V ADE TO RAINBIRD ET-MANAGER INSTALL Ni XT TO ESP-CONTROLLER AND CONNECT CIIMMt3N WIRES 'AND PROGRAM w RAINBIRD 1004-SAM-PRS 4' POP-UP SPRAY HEAD z i' M ER k-ue` � � 2 RAINBIRD RSD-CEx RAIN SENSEI2 PEDESTALL MOUNTED wa 10.Q 10' .39 3G QUARTER 2 60 GAM W RAINBIRD 1804-SAM-PRS 4 POP-UP SPRAY HEAD ` RAINBIRD 'DV' SERIES ELECTRIC CONTROL VALVE FOR TURF AREAS AND PALM TREE BUBBLERS, SIZE AS .0 .ww RAINBIRD 1804-SAM=PRS 4" POP-UP SPRAY HEAD SO-Y.AN 10' 1.02 30 ADJUSTIBLE -REFER TO EMIT fER SCHEDULE \� NOTED ON PLAN. REFER TO DETAIL ON IRRIGATION DETAIL SHEET FOR EMITTER M6DEL # AND GPH FOR �- to z • *w WHEN RADIUS OF SPRINKLER HEADS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON- LEGEND; THE CONTRACTOR EACH PLANT SPECIES THIS SHEET. ;0 RAINBIRD DRIP ZONE KIT ELECTRIC CONTROL VALVE KIT WITH BUILT IN FLUSH VALVE FOR DRIP AREAS PLUS �,- XCZ-075 / 100 PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. SHALL EQUIP SPRINKLER HEAD WITH A 'RAIN BIRD` - 'PCS' PRESSURE COMPENSATED SCREEN FOR FLOW AND RADIUS CONTROL F, 1 PRF-BF SELECT SCREEN FROM PCS NOZZI-E SCREEN SELECTION GUIDE FOR APPROPRIATE RADIUS. d A.P.N. 771-390-007 ~. H HAMMON #8503 BALL VALVE CLINE SIZE): REFER 1'O DETAIL ON IRRIGATION DETAIL SHEET w ACME THREAD 3/4' QUICK COUPLER REFER TO DETAIL ON IRRIGATION DETAIL SHEET NOTE. p. 1. MAINLINE, LATERALS AND VALVES ARE SHOWN These plans have been reviewed be the Coachella valley Water District C NETAFIM TL050MFV-1 AUTOMATIC INLINE FLUSH VALVE ATE in accordance with California Government Code Section 655971 at sect. „A ❑UTSIDE PLANTING AREAS FOR GRAPHIC CLARITY ONLY. requiring efficient landscape and irrigation design to cooperation with v" MAINLINE - USE CLASS 315 FOR 2' 'OR LARGER AND SCH. 40 PVC FOR 1/2'to 1-1/2' THEY SHOULD BE INSTALLED IN SHRUB AREAS, 5 L the local governing agency(city ov C.ount91 �- + NON-PRESSURE LATERAL LINE PIPING - PVC CLASS 200, PVC 315 1/2' DIA. 2. SLEEVING SHALL OCCUR UNDER- ALL HARD CAPE SEE Q IRRIGATION POINT OF CONNECTION - FROM 1' METER. (1' Backftow Preventor Installed by Generat Contractor) SURFACES WITH SCHEDULE 40 PVC 2 X SIZE OF PIPE, s' vs'�`�t Approval of this drawing bcj Staff does not constitute z ■ F�l approval to encroach into district and ti.SSR Right-of-the-Way.SHEET L-7 PIPE SLEEVING SHALL'OCCUR UNDER ALL HARbSCAPE. SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. 3. SCREEN BACKFLOW DEVICE FROM COMMUNITY 288, 2014 Twit Irees,plants,walls and permanent othictures of ang bind may nottoe FORIRRILGATION DETAILS --_-_--_-_- INDICATES CONTROLLER NUMBER VIEW WITH PLANT MATERIAL. J'9 planted or Installed to CW7t2and U3$ih easements a right-or-wag SHEET # L-3 � O without first obtatntng an t pesrmtt floor Z 0 INDICATES FLOW IN GALLONS PER MINUTE - ' Construction contractor agrees that in accordance with generally accepted construction � lmaartont Native - UQdet+grtwnd Service practices, construction contractor will be required to assume sole and complete responsibility for o f C AL` a p qu P sP Y INDICATES ZONE TYPE t t �l Re Sedion 4216/42f9 of the Ceueme ie d Cade "qutaes' job site conditions during the course of construction of the project, including safety of all persons INDICATES ELECTRIC CONTROL VALVES I DATE: 6-1 I-12 w a • Alert 1"i ton Number be issW be a and property, that this requirement shall be made to l continuous) and not be limited to IZE _ Date Watei Ma D slim i �9 p oP Y � apply Y =r SCALEI 1/16 - 1 -0 ` ' r 'Amit to Excavate' wits be valid For Pur Dig Ater# normal working hours, and construction contractor further agrees to defend, indemnify and hold Identification Number call Under9mlad Service Alert design professional harmless from any and all liability, real or alleged, in connection with the Gvui® Plan• L40266 IL TOLL FREE at 1-800-227--MOO two vtorking days performance of work on this project, excepting liability arising from the sole negligence of design i 0 8' 16` 32` 48` 64` � �� r Department befane you dig professional. 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O � � a a ■ •i • 1 IVA Ci. � .I• / III •' I i i' .i�► -I I ♦ WTI o -1 i 'I� 1/ •9xe .: • :eAiiti i s- - s .• s . �. /-s_ j0�� , - :/ •Ii I" �:• :I �/ „ /7 is ' ♦ • �-- M�r� Q sip • . -1 ���� • u n n • a 1 • / a s • 1' '/ 't t / • 1 t t / '4f 1 '-/ 1 '' r - I r r/ 'rr f. 'f Y f 1 f 1 1 1 - • 1 1 • 1 1 - 1 1 -'1 - / f f} 1 4 � a / r ,• r• u. r r, }, 'r r•,r r r 1 r •'1- 1 -1 - • •- /• a 1•f 1 • 1 i f• •1 �;: � ! i • '• r '.rr r r' r r ', r , ! � • o. • 1 1 r / s 1 / 1 : - la, •- 1 0- c 1 IL r 1 • 1 # + t• Lr..r . 1• rr_. 1+ r r r r r, •- m a • • a m o m e • e •• •• e f -a-e • • —�� l r !11 i,�p r �r r rr /• • t - f 1 1 / • -• f •1 t t 1 • - -• 1• t 1- f i NOTE: &ATE CONTRACTOR TO PROVIDE ALL SPRING LATCH ao rn ASSEMBLY. E iRAYERTIPE STONEW1,n to&ATE GONSTRttGT1ON.DETAIL5 N1ITEe � I?r+ } 1/2' SQUARE STEEL € I# PICKET FLUSH AGAINST 2- BAR CONT HORIZONTAL i ' ( FINISH GRADE. LO ( LO EQUAL OOD BACKING. PACING) 1$ITECANNorPT 'I#Ie01J6NA4'SPFf3€ i 11 II I # 3 i # �._;...:,.- Y- = - cars : 12A2 50LIDER GOIIR5E PAVER BAND z X 6"s8"a16" CONCRETE BLOCII= NaTEsFNNoiW.AND 6U11lMWIM.SHALL EEDESISHED if �. �I #� i � � � - th PAVEIR5 d 1 1/2' SQUARE STEEL MD WHS111UMM T(llRWMV LOADS AS t TUBE PICKET. GROUT CULLS" WITH � t~sxcvc.-srAIRSx+a.t.�o�E i -r REINFORCEMENT ONLY SW DRAMRM ND GALOAAMICHS EF M* I (EQUAL SPACING) ALL WX R5aX�9rr5,AND SHALL 6WRM111 1 # — .I W WALLATi01t 1 I I( € 'y,l I f ' °d a a — ff o :o_ V O I iI 1 #4 BARS 2 24 D.C. j # I i d LINE OF GRADE — t _ 7 a0 �' I II 2 CEDAR NOTEsNMDRAL AW,AIOR5 ACft Nat To oam , ( f t B 11111 j, @ CENTER OF WALL T-W oc.-EAcN Fuw aF ATrAtAMM3d Ta t£Gam � � ,I � 11 � II � l ` — IT � � WIIQD BACKING =. = 1 t {� N Cf)DRLtR MD F af=IN MACE MIN COMM ( t — I STUCCO-COLOR & TEXTURE # } 1 i1 I I As BAD q5%C.OMPAGTED 9A3- >1auLnER PER PLAN, TYe. ae'i f 11 i SEA FUT WORK �A GRADE TO A DEPTH OF 12". t I co 0 STEEL JAM BaTH W TO MATCS ADJACENT BUILDING E 0 ( i (I II I I( SIDES I�I II I 1j iIiItji III I�I yIII I(1I1I — LL_ F M� - RAVM a ORNMA Y , x �z ¢ 1-T4 BAR CUNT. HORIZONTAL SCALE. 1/2.-i -0 A )HD- EGHT: 45 l%f SOT Le BLOCK WALL QWSCALE 0 + pN WIDE TS WATERLINE er PlM 1 1/2' SQUARE #4 BARS a 16' DC. ALTERNATE 3/4' THICK MATERIAL � -FQ- TUBE FRAME. BENDS AT FOOTING. VERIFY PER PLAN BOULD� ]. � 0 � #3 BAR COW, PLANTER Ems) III II I i i I! I �.•oSo�P:..-.'`S:v'.- 24111C. / U. R1 3 #3 BAR f?" F!Nl5F1 GRADE. CJt2 CONCRETE MORTAR (/ U) HEAVY DUTY HINGES : '� FINISH GRADE _] 0 (2 EACH) o - . I I I I ! SUBGRADE. PER P _ TURAL 5TONE TILE 90Y. COMPACTED HARD SURFACE BOULDER II�TM..IATttRi I 1 II I i FINISH GRADE, SLEEVE AND DOWEL 1 t� Ecz � � , _ -` J 1iNOT =�fj CONCRETE FOOTINGaIXT o O- o 0 o ENGINEERED GUNITE I I I I! i � � � � 2 24` D.C.O.c. �s' FELT EXPANSION AIR' NIdG�S 1 s=f l 1 1 !. Y�DALLJO1Nr5(ONnNX)t15. _ Iadheeddals .Pri+ra� idesAiatsfaysarbeca � —i — ff7NGRETE 5UB-BASE BY P� Cr1Rr►cT�t �� {{ryryipp�� ''`` SPOT o _ 2-#4 BAR CONTI:MMUS Ilt�lllt �A�Mt =tNttlH' (� _ _ — —� — K _ - _ _ _ �—IllIII!•— x o ulha7.75•idfimm*mmriseadalQ•irrtA baWdWtlrnj RISERS CORRECT TQ C�(STRUCTIIXd/ _ 3"THICK C[H#'ACTED StIB-GRADE I U. 2115E FFIFAMUNi 102 6UAGE s = '- ' (ra�meRNkWsaaft�§R3117.a1,us1 GRADING PLAN; 1 I- - I{=I I I i SIM ON ALL GOhPONINIS. `~' �� �� ri2'5TYRAFOAK F-J. ►i1=�I a5%GOMPA6TE12 5U13- o -a• . ThemdidbesIm artaiidrig91mlopaM111eIkMooreadiakitrraX. TOPPFP YY/DEe e)5�,4L '1�t- eoF�aeTED GRADE TO A DEPTH OF 12*% 3.ALL POOL AGGESS 6ATE5 TO — Ian ft Still nolbe ks Im ila wft of he sNswy d-ada mnatamdW TO MATCH PAV IN6 DOLOR { SUBeeAM '— OF04 OUTH&qD OR AWAY HWM —II(II!I1111!_I# f 90% COMPACTED SfIBGRADE '"e — : m�surednrhedilecrbnafbarel:(�Tanr: �reteaatr�ctFl.�s1) 4.6A7EP L�/ATG1 a BE 42•FRON 2 1ialS PN1J Dt:rAlt is FOR 6RAfHG R8# IrATIOk . P „da a tandem�L e , ,,a.a,ne� a . 11,:m SECTIOW /RQl1t�lST t G. SECTION - N 7'URAL $T SURFACE �„ SECS - BQtIi.DER ®t�E BOTTOM of LATH T©F� Al YULS AE TO BE Di69�W SIR1RL I*L%m � SCALE: 1l2'=1'-0` SCALE 1/2'=1'-0' SCALE, ill -i 0 ELEI[AT�ON SATE OF"64X SECTION - STWS A cow OR 1EAVH VEP17 6� WALL G A SCALE: BY UX,AV&BY LOCAL � SCALE, 1/2•=1'-01 SCALE. 112'=F-0` Sty SIRIXTURAL-ow MAW FOR C.ONSMaZTWH VA710N5 TtMS DETA&6 rM 1'5TtETr5S(FLY •o ONYX STONE C TY#LtSW(566-TYVILI6FFT)6 Nb'TILE 1+1ATBtLIAE \ l \ / T^ BY FPT• +.0. ;\ \. NFIYUTY EDGE V 1 l3 3C Z StOt BA12K(19NSL64oO1) tNFINtTY EVOE \ , f l /, /% [ LE G-E �_ `\\. f `i BLACK ONYX STOW P-4 o C.AWO E STOVE 2'THICK J v � 3 _ a TAHOE B11JE PEI3HLE GOAT --�.�\ � � ..-//� -.�-�;-^_..-------- BLACK FILE N O =_ -Y�-` � �`— -- F/2•TFxUc NATURAL Z a aa --------�`�-��-! , i1t lf I�I ( Its 1 I # --�-•pf— //�/j/ ii% I�p ,I�� 1 , . ■ STONE suFAc� d� Pool - 1 (� a # ##f , # #�1 _ � POND _` POND vj Q) r=♦ -L o cu �n o Ifs1:91 Ell # # # fl a z ` <f � i a a PL # #iA> ' � . C\J 0 N ((yy.�j� z W ti J r� W �, L} G t 2 a asas corPAc caHPActa� ENGINEERED GUNITE 51-IELL I a 4 I U16it�6UUTE 5FH L ISUEWARAM 6ua1 W f� BY POOL CONTRACTOR a BY POOL CONTRAGTOP I 1 $Y F'O0!_CONTRACTOR V1 V SUPPLY LINE ci5`% COMPACTED ° v W O REINFORCED GUNITE a (2) e EQUALIZER LINES 5936RADE 04 I � a 4 POND LIGHTS O GEYSER JETS WITH LIGHT UNDERNEATH v W a 4' HIGH BOULDER WATER FALL SURFACE SELECT BOULDER EDGE AND VWATERFALL � I I Q FLOATING WALKWAY 10 4" to 8" ARIZONA RIVER ROCK LcoNTRR,GAMN dITOR E-+ BON-BEAM TO BE t" ABOVE WATERLINE 11 BLACK PEBBLE SHEEN COAT �{ O �+ SCALE, 1/2`=1'-0" % SCALEi 1/2'=1'-0' SECT - ENTRY WA M PE r= SEE 5TRUGTURAI_ ENGINEERS PLAN5 FOR CONSTRUCTION 5PE-GIFIGATION5 5141 STRUCTURAL IE-5$-R5 -5 NS FOR GONSTRUCTIDN 5PEGIFIGATtoN5 SCALE: 1/2'=1'-0' TH15 DETAIL 15 FOR E5THETIG5 ONLY THIS-DE FAIL 15 FOR.ESTHEI IDS O ONLY W "5URFAGE sarcr �� 3" THICK GAMERON STONE Pa z OGN-BLAGIES I"XI" 6LPA55 � 4O' TILER NE a \ WATERLINE +O DECK •►O (�-I� (i; HC1IA.DB2.SPIN INAY ° ° '� D7 �' e 4 0 tip,`-ti�titi ,�ti.ti, �_,�.ti,,��,ti•�ti ti,�,`.ti.�,�.ti,� �..��..-.,.:�.ti.�,.,��.�"�,..._ I ��f i f= a •IIWA E SELECT �: ' - _ POND # # w o n 5PA GAP AT 3" ABOVE POOL DECK TYP Q # I # �� PLANTER OGN-BLAGIE5 I"XI" GLASS a # G LI NAl1JRAL 5TO COAT T LANE PEBBLE 511EEN WATER TILL BY NI' 1 1 GAP NE jij a a, +3�� v s a 611NITE� n L #�� _ #IF�# # # # 11 1 OR �; IIHQME TD NIATGH DECK -42• # # � I �I�I I f1 s• 1 # # CUNiTL d IIzWI ( if=—l# #FI,i GAM1B20 E �_w _., _n _ -^-^- -^ - - -n_w n� # # I ## # r FLAGSTO `�! I # # 4 ##�I l 4" to 8" ARIZONA RIVER ROCK • I '�1+�16 ./// POND ICI } ti I ii W � 1C+ - - f=1iilk # I �i1�11 #�I#rl I # 1—#f=1##�I, I 19=f1 l l I I f 1 11=�1 I�'I +t lair (61 I I I I I�� qsz cOMP� I f # I f 6RADE TO A D82M OF 12". (01 n Li1�1 - -d ` IF- - nt v n qv ell 6UN1TE (n a # SECTION - SPA WAIM FEATM W CONCRETESUB-B �r �{ `� SCALE: 1/2'=1'-D' U 3 THICK , I t I f r 1---I I EDI F=1 I F=1 I- I I.-i I 1 1 1 1I I ICI # I %IG I �I # . (iElI # Ilill #>==# #It1=1 }- 1 I�COMPACTED I t} - -I I�'Ik=?t � �#� — St�GRADE eta »� ���� 8ECTi0N SEAT 1�ALtl - r , W ` . 4"to 8" ARIZONA RIVER ROCK IL. SCALE: 1/2'=l'-0' 13i C! E-+ E- a_ T o_ rn z nn U W a rf3 A _ Z r� SHEET # L-5 A Construction contractor agrees that in accordance with generally accepted construction a Z Important, Notice Under rg•ound Service Alert practices, construction contractor will be required to assume sale and complete responsibility for I o Sect=4216/4217 of the Commment Code Tequ m job site conditions during the course of construction of the project, including safety of all persons * € �� 2014 � � C4 I a ft Mart Identification Number be issued before a and property, that this requirement shall be made to apply continuously and not be limited to �� DATE: 6- -12 rn Permit to Excavate will be valid For your Dig Alert normal working hours, and construction contractor further agrees to defend, indemnify and hold y], .� 114 Identifixtion Number NU Utedergmund Service AIM design professional harmless from any and all liability, real or alleged, in connection with the F �pQ' 0 TOLL FREE at 1-800-227-2600 two workmy days performance of work on this project, excepting liability arising from the sole negligence of design OF C A bef a you dig. professional. ONSTRUCTION DETAILS 00 PLANTING NOTES Wim 1. Before any plants are planted, ail planted areas are to have been graded z in an acceptable manner to osssure positive drainage per the grading notes. 2. Where circumstances permit, plant no tree closer than 18" to an edge of PLANT PALM SO THAT U U hordscope. AXIS IS PLUMB 3. Remove all stakes from vines N v� 4• Refer to planting details. FINISH GRADE (,n rn a� 49 5. Whenever possible, use plant materials acclimated to the Coachella Valley. ti ' " =1(ll{I 6 Landscape contractor when tyin vines is to use a drill to establish the 2 IIINI x pilot hole to receive the red-head portion of the molly. CURB - p=1N11-III11= ALL TO BE AND VOIDS ' I n � -�. 24' MIN. � l- ARE TO BE BURIED � r� � � U DO NOT OVER TIGHTEN CINCH TiES, LJ O -1. When tying vines or espaliers, wire5 should be spaced as follows: 15t (2) SLOPED GRADE 1� ALLOW TREE TO MOVE Gi , L� at 1'-6" apart from f ln}5h grade, the next (3) at i -0 apart to make � , c13 the top wire at 6-0" above finish grade. Wires should be a minimum of 2W� LODGE POLE PINE U j; TREE STAKE (2 EACH) ,j 0 8'-D" long center On plants. When vines Or espaliers are closer thanr� CINCH TIES MINIMUM 12'AWAY FROM EDGE of ROOTBALL 10' apart, use a continuous wire between both plants. SET TOP of ROOT CROWN AT FINAL GRADE 8. WARNINC-2 Plant material listed ma or may not have been o roved b DEPRESSED WATERING Ba�N °' M the Agricultural Gommissioner's office. Landscape contractor, please contact the developer for status of Agricultural Gommissioner's approval NAL GRADE . or denial. Plant material not conforming with quarantine laws may beFINISH N GRADE CD destroyed and civil action taken. All plant material Is subject to inspection at the discretion of the Agricultural Gommissioner's office. (INN-NI_ l=filllf=i#IH NATIVE UNDISTURBED SOIL P g I = FINISH GRADE E- All plant material must be free from Red Scale (Aonidiello ourantii). ALL CAVITIES AND VOIDS - q. No shrubs are to be planted within 36" of hordscope, measured from center LEVEL GRADE ARE To BE BURIED _ = of shrub, Trees to be a minimum of 5' awa from hordsca e. =NNII= = NIIN =NIIII=IINI y p IIINI-NCI = 10-0 2X ROOTBALL NOTES: iIII=NINI-INN1-=NINIIINI NTiII NgTiVE UNDISTURBED SOIL IN TURF ARMS LEAVE A BARE AREA NOTES: NOTES: = ROOTBALL — APPROX. 1r" AWAY FROM TREE BASE BOULDER NOTES ALL MEDIAN BOULDERS TO BE BURIED TAMP & WATER-SETTLE )1 ( 1N ALL DIRECTIONS A MINIMUM 1/3 NOT TO EXCEED 12' WHILE PLANTING APPLY 1' THICK LAYER OF I. Boulders are specified in tons, FROM TOP OF CURB DECOMPOSED GRANITE 2. Installer is to be responsible to prevent an severe chipping or TOP OF ROOT BALL ON TOP OF ROOT BALL C0 p p y pp g ALL BOULDERS TO BE A MINIMUM 24' NOT TO BE LOWER 111N FINISH GRADE P STAKE SINGLE TRUNK TREES IF NEEDED APPLY 1"THICK LAYER OF damage to boulders duringthe placement roce55. FROM CURB/HARDSCAPE UNLESS NOTED ON PLAN DO NOT STAKE MULTI TRUNK TREES A cc 5. Boulders are to be placed using cables from a Loader Boom or a BOULDERS IN CLUSTERS TO BE SET AT DECOMPOSED GRANITE � '/ARIOUS HEIGHTS PER CITY APPROVAL ON TOP OF ROOT BAIL FORM 3 BERM TO CREATE TEMPORARY WATERING Boulder Placement Boom. BASIN (USE WiTH BUBBLER IRP"TION ONLY) z r 4. Installer is to pay particular attention to how boulder is lifted to O C� allow boulder to be spun in order to set boulder in its most desirable position. IYtARCH zoos . NOW DATE: zoos SCARE ,r DATE. M TREE INSTALLATION NONE a) �` 5. Boulder Is to ultimately be set to a minimum of I/3 buried (see Detail). DATE: BOULDER INSTALLATION PALM TREE INSTALLATION �T Z wT No. _—. �T o Signature on File Signature on File - Q 6. All cavities and Voids near the bottom- of the boulder are to be Signature an File- ----- --- ----------- -- -- LANDSCAPE. DIVISION CITY OF PALM DESERT 003 LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 00� � � � Set below finish grade. uwDscAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 005 LANDSCAPE MGR. 'C 44 1. After setting, sail is to be cleared from. boulder to a depth of (9" to Z allow for staining of boulder below finish grade. U) C) a b. Boulder is to be washed clean of dirt, debris, and small chips and W d 4) allowed to dry prior to staining if required. BARREL CACTUS O z z PALM TREE PLANTING NOTES a'-12' VARIES 1. Palms shall be planted using established planting procedures. Refer to FINISH GRADE m w palm tree planting detail. LO 2. Palm tree root balls shall be trimmed or cut to ensure recovery from '71 1 '=_=-:= �~ _�I{—ROOT ZONE -----`------------------------------ transplanting shock. NATIVE SOIL BACKFILL WALL ANCHOR AND SCREWS W=i 3. Palm trees must be in a healthy condition at time of delivery. Palm y WITH 18 GAUGE CAL WIRE I�I I L I I I _ , UNDISTURBED N ATi VE �• a WATERING BASIN W trees determined unhealthy or damaged at time of delivery or installation -I I I�I I I�f --------- ----- ------- ----- shall be rejected by contractor and replaced by subcontractor at his -}t l I L—l— i IEi l I=1 I =1' o o I-1 expense. �1 l-11—'I I �' 0 � SET TO TOP OF RIOT CROWN AT FINAt_ GRADE W 4. All palms shall be cleaned of exce551ve dead and ragged fronds or frond 2X ROOTBALL NOTE: stubble. APPLY 1' THICK LAYER OF ---- FINISH - -- -- ---- - 5. Galled out heights of palms shall be THE HE16HT FROM TOP OF ROOT BALL DECOMPOSED GRANITE _ /— GRADE TO BOTTOM OF LIVE FRONDS. ON TOP of ROOT BALL 12• 0 4 -miffe lip = INNi=iINN= 6. Palm trees to be properly watered in and soils properly tamped around the ---- --- _ a NNlI flNN 1111 BAi��L CACTUS PLMTIN& VC-TAIL _-- _ -- _ NINE uNN=N(NI=INII�(i�=IsNI root balls when planting, leaving no voids of soil around root balls. -IIINI=1iNN=11iN111 NATIVE= uND III -7. Palm trees shall be planted vertically, unless noted otherwise. N.T.S. o - 8. Trunks should be rough with frond bases still securely attached. 2x ROOTBALL, ci. Trunks .may not be FINAL GRADE totally skinned unless noted to do so. 18» VI� 10. Trunk bases may be skinned to a maximum height of 3'-4' (taller trees 6) If. Skinned areas above the 6' level will be accepted, at the direction of the Landscape Designer. = I=1111ll- _ lN11 iNiN x 111111= INNI IIINi iINII= z 12. Gare should be exercised in the cabling during transport and planting so as NIA = NOTES: .. not to damage or loosen bark. _ ^1 N PLANT SHRUBS MINIMUM OF 3' FROM 13. severe cracking or holes in the basal trunk area will not be acceptable. CURB IN MEDIANS, S FROM CUIRB/SIDEWALKS 2X ROOTBALL IN PARKWAYS OR A5 NOTED ON Paws 14. One initial watering will be performed by subcontractor. Basin will be left a on each palm .so .subsequent watering can .be .performed by others_ Basin NOTE: NATIVE UNDISTURBED soy APP�c) TH� of 15 o b re F T t e moved during finish grading. NOTES: ON TOP o R00 I3M1. NATIVE SOIL TO BE USED FOR BACKFILL 15. Subcontractor to untie frond tops (60) days after planting. OCOTILLO * OF ALL SHRUBS AND DESERT ACCENTS. APPLY 1" THICK LAYER OF FORM 3" BERM TO CREATE TEMPORARY WATERING �--� -16. Palm trees shall be planted a minimum of 18" away from building eaves. TAMP SOIL IN PLACE. E OMPTOP�OOTSAlt BASIN (USE WITH BUBBLER IRRIGATION ONLY) * NO FERTILIZER TO BE USED. M NOTE: * MOLE TO BE AS DEEP AND AS WIDE NO PALM TREE SHALL BE OUT OF THE ORIGINAL C�RDUND FOR MORE THAN AS ROOT MASS: A (48) HOUR5 PRIOR TD PELOGATION AND PLANTING. 2" TO 3" DEEP WELL W * PLANT AT SAME DEPTH AS PUNT CAME � a OUT OF GROUND - DO NOT BURY. DATE: SCALE: DATE: --_: ROOT ZONE -------_zoos--- ESPALIER DETAIL __-- NONE MOM 200s SHRUB INSTALLATION �- NOW NATIVE SOIL BACKFILL * NO BASINS. Signature on File 1�T DRANrI� Signature on File O SET ON UNDISTURBED * DRIP EMITTERS TO BE A7 LEAST LANDSCAPE MGR. LANI)SCAPEDIVISION CITY OF PALM DESERT 004- LANDSCAPE MGR. LANDSCAPE DnnsloN CITY of PALM DESERT 002 NATIVE SO4L UNDISTURBED IS- AWAY FROM PLANT. NOTE: APPLY 1" THICK LAYER OF DECOMPOSED GRANITE U X ROOTBALL ON TOP OF ROOT BALL A OC�0TI1._1..0 PLANTING DETAIL W RWMONS A N.T.S. _. o n .Diu Doer SJ­Aff M sY D�.,m�m,�r,. W O E- A z W �— z O N A.P.N. 771-390-007 0- u w These plans have been reviewed by the Coachella Valley Water District 0 in accordance with California Government Code Section 65557 et seq. A r' requiring efficient landscape and irrigation design in cooperation with S.4B04r the local governing agency(City or County). Approval of this drawing by CVWD Staff does not constitute z ti ■ approval to encroach into district and USBR Right-of-the-Way.Felxuary .¢ 0 Trees, plants; wails and permanent structures of any kind may not be A planted or installed in CVWDond USBR easements or right-of-way SHEET # — ,,,,t Notice c,.�,,, Q without first obtaining. an encroachment p '# from C .. Important I�t4lICe — UI1���d •>�i 1►1Ce a�I� Construction contractor agrees that in accordance with generally accepted construction OF �F practices, construction contractor will be required to assume sole and complete responsibility for C AL Sectima 421614217 of the Goverameret Code - job site conditions during the course of construction of the project, including safety of all persons 1 2 8-// DATE: a W l a Dig Alert Identifwdion fiber be issaed before a and property, that this requirement shall be made to apply continuously and not be limited to Date Water M gement Depart t Ul Permit to &Gavots milt be valid Far your Dig Alert normal working hours, and construction contractor further agrees to defend, indemnify and hold # L4���+7 Ideati;�imtwn Number calf Undergr ximd.Smite Alert design professional harmless from any and all liablity, real or alleged, in connection with the CVWD plan �j E' TOLL FREE at 1-800-227-2600 two performance �T i�T j c before you dig. � days professional.of work on this project, excepting liability arising from the sole negligence of design De to .merit r _Department PLAITING DETAILS i Wim � i. ROUND VALVE TAN BOX WITH BOLT- 1. FINISH GRADE LEGEND LEGEND Y DOWN RANDCOVE " 2. BUBBLER HEAD (see irrigation legend) O RAIN BIRD 'GB' SERIES ELECTRIC CONTROL VALVE. HEAT BRAND BV" ON 3. 12" PVC SCHEDULE N30 RISER � VALVE BOX COVER IN 2" HiGH LETTERS. 1. FiNiSH GRADE. 1 4. PVC SCHEDULE 40 STREET ELL R 5. PVC SCHEDULE 40 TEE AND ELL U (7 E Q O RECTANGULAR TAN VALVE BOX WITH BOLT � DOWN COVER. 2. PVC PIPE (DEPTH PER DETAIL). 2. FINISH GRADE. 6. CLASS 200 PVC LATERAL HEAT BRAND VALVE STATION ^' U O 3. RAIN BIRD MODEL S XCZ-075, . XCZ-100 XRGGATION ,'� 2 n NO_ ON LID 1N 2" HIGH CHARACTERS CONTROL ZONE ASSEMBLY. �' 1_4 00 (J 3. FULL FLOW, BRASS BODIED BALL Q PLAN IS 13 1 2 3 4 N tT PLAN VALVE- FULL PORT i 2 O CHRISTYS I.D.TAG - WHEN REQUIRED 4. SCH. 40 PVC PIPE EXTENSION, DIA_ TO ALLOW tl _ t t1 1 4. WIRE CONNECTOR. � 0 FOR MOVEMENT OF HANDLE ON VALVE I_ = 4 FINISH GRADE 4 5. PILOT MARE. .O N - LENGTH AS REQUIRED. - f - 5 SCH 80 NIPPLE T.O.E. W/SS PVC COUPLING 12 j 3U IIII 5 I f�l- 6. COMMON WIRE. ►�r� O ++ 4 i{I 5. 3/4" CRUSHED ROCK - 8" DEPTH. LOCATE BUBBLER 10" AWAY FROM ROOT BALL II _(fI1 b PVC PIPE TO SYSTEM - ANGLE PIPE x 0 a 3 4 EDGE LOCATE ON HIGH OF PLANT tlt! 1 3 MtN. I (0 i2 i TO SPECIFIED DEPTH WITH 45 DEG. ELLS. I---- -- 3 ------� 0 --- ld_ 6. COMMON BRICK (2 REQUIRED). COMMON BRICK-(4 REQUIRED). 7. 3/4' CRUSHED ROCK. Q If I 1 8. (4) 2'x 4' x 12` PRESSURE TREATED WOOD � 7. SCH. 80 NIPPLE TOE W SS PVC COUPLING 10` 10" IO a O COMMON WIRE TO OTHER VALVES ON 9 13 E 1 FOR SUPPORT. - (V. 0 Cd 9 -F' 6 0 0 / . y.o• ..o o SAME CONTROLLER. 2 0- 1 0 0000 ° •q.. I 3/4' CRUSHED ROCK. 8` DEEP. j ® ' � � 9_ 12' x 18'TAN RECTANGULAR VALVE BOX �' � � LL •°-. °O 4 8. 2" CLEARANCE. °° ° - ° 10. PVC MAINLINE o +, 7 og° o 0 0 0° 6 10 CONTROL/COMMON WARES FROM CONTROLLER. �O °8° ob ti 9. PVC MAIN LINE PIPE. o 0 0 o• o - __ _. .__. _. _.... 11. TAN RECTANGULAR VALVE BOX WITH BOLT DOWN COVER. N PVC SCHEDULE 40 POPE 0 B i o O oQgo }�(� HEAT BRAND VALVE STATION y� 3/4" 1N TURF PiRE,45. L2 PVC SxS 90 DEG_ ELL O p o O ?soe NO. ON LID IN Y HIGH CHARACTERS. 3 2" IN SHRUB AREAS. SECTION 14 13 WIRE CONNECTOR. L'J 12_CHRISTYS ID TAG - WHEN REQUIRED E 7� N 0 9 c°pO �� , 8 `� 6 Q MAIN LINE FITTING W/SOLVENT WELD OUTLET.. 13. COIL-WIRE PER SPECIFICATIONS .. � go aoa86:o ose ,o°°a * 2" tN SHRUB AREAS: 15 COIL WARE PER SPECIFICATIONS SECTIC3N° ° S000 o•"�++�- `/ A 1" iN TURF AREAS g .0 0r` NOTE.•FOR SOLAR CONJROL VALVES 6 Instal.LEMA micmpower actuators m 5 in place of conventional solenoids to to all valves. Unless otherwise noted on_plan. $ALL VALVE ; 'BALM iRR16ATION BUBBLER G ELECTRIC CONTROL VALVE XE2I&ATION CONTROL VAL1fE/ AUTO FUUSH VALVE �- N.T.S. N.T.S. N.T.S. N.T.S. 6EMITTER TRIANGULAR SPACING LEGEND 5 LEGEND OI BROOKS ECONOMY TAN VALVE BOX. HEAT i NON-PRESSURE LATERAL LINE O PIPING. BRAND "QCV" ON LID IN 2" HIGH❑ 12 12• MAX. N a I 2 CHARACTERS. 6' DiA. 1 -III I--IIII PRESSURE MAiN LINE PiPiNG 0 ❑ ❑ ❑ IGN' g N 0 FINISH GRADE. W ck-. _ TAPE AND ❑ ❑ FILTER * 3 CHRISTY'S I.D. TAG. WHEN REQUIRED = IIII CONTROL 10 FEET. INSTALL ADJACENT DLE ❑ ❑ ❑ ❑ ❑ - - - - O F� ❑ _ ❑. ❑. RCV _ O4 3/4" CRUSHED ROCK. 6" DEPTH. 2 '� IIi1 TO PRESSURE MAIN LINE. 5 BRASS NIPPLE. C W 1 i ° ❑ ° TA1111111=IIII= . III= ♦� C (� � ® PROVIDE 2" DEPTH OF CLEAN BACKFiLL ❑ ❑ ❑ ❑ =1111 ll� 3 3' 3 V) r^� i � ❑ ❑ ❑ ❑ 11 6 BRASS 90 DEG. ELL. �+i t:J SEE IRRIGATION SPECIFICATIONS FOR r ❑ O MAIN LINE PIPING. L E�il3NR. BACKFlLL AND COMPACTION ❑ �_: - 2 ❑ ° ❑ ❑ ❑ ❑ ❑ ° .A x"+ ....>-.s `t MAIN LINE FITTING. _-. 1. RAIN BIRD XB 10-32 7F�tFADID EMiTlER REQUIREMENTS.i J J 3 ❑ q 10 q 5 ® BRASS 90 DEG. STREET ELL IIII=I I.I I= 1I I 1=I I i i=III i b FINISH GRADE. ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ REGULATOR - b IO BRASS NIPPLE - 6` LONG. IIII=I IIII= 2. 170Y1�F4NT14 Pn)LYFL�X RISER �{ A EGULATOR fcu ❑ II QUICK COUPLING VALVE. III IIII- (I.ETN6l1I A5 REIIiC�9)_ Z . I ' 6' NOTE: ° ° ❑ ❑ ❑ 12 WALK OR CURB: 3. FINISH 6RApE. < T *MINIMUM TOP t DEPTHS FROM FINISH * 1" IN LAWN AREAS. 4. PVC,FITTIN6(5 x 5 x 1/2'FIPT). GRADE TO TOP SIZES MAINLINE AUTOMATIC 2" IN SHRUB AREAS. 24` FOR PIPE SIZES 3" AND LARGER FLUSH MAIN LATERAL LINE 4 5 5. PVC PIPE(DB'1114 P82 DETAIL). 18" FOR PIPE SIZES 2 1/2" AND SMALLER. VALVE g i NOTE: USE TEFLON TAPE ON ALL MALE �1 W MAX 1MTH 12' VARIES SEE PLANTING PIPE THREADS. N Q) SPACING ON PLANTING LEGEND L.L 0 O O 1,.4 4a z TR _NCHN& TYPICAL EMITTER Q 0 z __- . _ _ _. LAYOUT" FLAN c�l11GK COUPLER F?RIP EM TIER Y u _ _ _ . _ I t� - - _ N.T.S. N.T.S. _ . _. ._._ - . __. __ N.T.S. N.T.S. .. NOTE= FOR V9RE SIZES No.14, No.12 cad No.10. a'a SO T° ' ' 1ON7TS ^ q � IDE i►Ad ! � � W Z OPEDESTAL MOUNTED IRRIGATION / CONTROLLER ENCLOSURE -sswP r APPF10AMMILY 5W weo►T EW. IS GRADE- / O RAIN SENSOR: RAIN BIRD R&D-Cis 'Msr etas TOG W 5TEP I 14 6' ROUND RAIN BIRD CONTROLLER 03 3/4-INCH SCH 40 RISER 136 VALVE BOX B' 3 11MION (FFPT % YIPT) APPLY SMI R TO MOM OF SEALM PLU& LINE FLUSHi ®SENSOR R>�EIYEIt SECURED TO ENCLOSURE FILL CAVITY KM SE UWL x ' RAIN BIRD WIR91"S WITH SCH 40 NUT VALVE TL050MFV_ $ 04, ET lf"AGER 4 OIIIRE TO IRRIGATION CONTROLLER 1/2' PVC FEMAL 7 LTUT�JaQ `�•,� F Pun SLE�OY62►IRE U 1=' ADAPTER Q I`�` ��s tR�P 5r_�No tun OFF�r'H� AND PIPING �C ^ °n."'"E STEP 2 O �Q � BRICK SUPPED RTS 1 As Fria As""`-"f � (THREE) r ' 24' IY'i 3/4' GRAVES- SUMP L6' TO 8' r o i ' wart SEAL#*PLUS 16rrO niAEE SocicEr. ' DIAMETER> r v°U4 _o0 ' RPRflRPRP S Pi ,3 E �=•B.--. PUslr►mes TO EW Cr-SAW saaEr TO A W;E c41+1PLIM SEALWO OF c014143 M r4 -_. G- z ItA ncrov Pat-ITTE HIM fAH!`GTOK z STEP 4 � u (Yi AUTOMATIC 1=L11914 VAL1/E- By Netafim � ET MANAtSER � . RAIN SENSOR WIRE GON14150TION DETAIL � N.T.S. O N.T.S. N.T.S. N.T.S. c=r LEGEND GENERAL IRRIGATION NOTES PCS SELECTIONCHART E---� W z 1. BRASS 90 DEG. ELL TYP. 24" MiiNL I. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE DESCRIPTION MODEL. PCS-020 PCS-030 PCS-040 PCS-O60 PCS-090 PCS-125 PCS-175 H 2 i MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT 714E METER OR POINT OF GT'Ft 0:2 0:3 0:4 0.6 0.9 1,25 1.75 A 2. BRASS NIPPLE-4" MIN. LENGTH. (TYP.) CONNECTION. THE WJWATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR To COLOR Brown Silver Orange .Block White Green Yellow � a _ 1 CONSfRI1 WN. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESS NWATHI all THE 134 REDUCED PRESSURE 3. BRASS WYE STRAINER W/60 MESH - DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO SPRAY 15" 8F - 1' 1' 3' 5' +8' - O BACKFLOW PREVENTC_R MONEL SCREEN. t�--! F - { THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE EVENT PRESSURE DIFFERENCES ARE NOT TRAJECTORY 8H 2' 4 5' 7' 1�t(� t l 1. FINISH GRADE REPORTED PRIOR V- RESPONSIBILITY FOR ANY REVISIONS NECESSARY THE IRRIGATION CONTRACTOR SHALL ASSUME FULL 8 I 5' 7 V 1 2 3 4. BRASS PLUG. START OF 8T 3' S' T +8' _4 t 2.CURB. WALK OR FOUNDATION - - 5. BRASS UNION. a - O 6. FINISH GRADE: a-' i (�I 3.POP-UP SPRAT' HEAD 2 PROVIDED BY OTHERS.120 VOLT ELECTRICAL T SHALL BE THEOWER OUTILET AT �RESPONSIBRRY E AUTOMATIC OF 11 IRRINTROLLER GATION�CONiRACWRR TO TRAJSPRAECTORY SHALL BE 10F - - 2' S' 8 t0' +tt' A tOH 2' 6' T 10' +ii' LOT 2' 6' T +10'4.PVC SCH 80 RISER MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OULTLEf TO THE AuroMAT14 CONTROLLER. 100 5' V +IV - - - - 5 7. BRASS NiPPLE. (TYP.) � t--i If 5.PVC SCH 80 NIPPLE 8. FROM POINT OF CONNECTION ADAPT AS 3. THIS DESIGN is DIAGRAMMATIC. All PIPeNG, VALVES, EEC. SHOWN 4YITFINN PAV!`D AREAS 1S 3 _.. - � � SPRAY 23 ' 15F - - - - 5' T 8' REQ'D. ��- _ 6.PVC LATERAL LINE FOR DESIGN CLARIFICATION ONLY AND SEAL BE INSTALLED Fn IN PLANTING AREAS AVOID ANY TRAJECTORY 15TQ - - - - V W +12' CONFLICTS BETWEEN THE SPRINKLER SYSTEM. PLANTING AND ARCHRECTLIRAL FEATURES. 15TT - 1' 4 5 W 8' +12, 4 * 6 9. 12" x 12" x T2" CONCRETE THRUST 4 - 7. TWO PVC STREET ELLS 15H - 1' 4' 5' T IV +15' BLOCK. (TYP.)_ 8. PVC SCH 40 ELL 4• 00 NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS 15T - X 6' V 12' +IV - _ _ OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA 15Q 2' 5' 7' 12 +15' - _ TO: BRASS COUPLING. SET FLUSH W/ a 9. PVC TEE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH STREAM BUBBLER .5F 3' 4" 6 1' 2' 3' R MMOM U A CONCRETE (TYP.). OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER`S A _ =III` IIII=IIII-IIiI-III6=IIII= II 11. PVC MALE ADAPTER. AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NDT1F1c1AT1oii IS NOT PwoiiMED. THE 5Q-B 10" 3' 5' - - - - _{ J_ Jj_ IRRIGATION CENNTRACFOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVlSK)NS NECESSARY. 50-8 14' 3 V - _ _ - W IX 1770- I III=IIII=IIII=IIi I 12. PVC MAINLINE. umn,nxsaa av o ,"a. I RL I5. R i5 111E RESPONSiBRRY OF THE ItRiGATION CONTRACTOR TD FAMILIARIZE 16MSI7F WrtTFt ALL WHEN RADIUS OF SPRINKLER HEADS. REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS J� (MADE DIFFERENCES; LOCATION OF WALIS, RETAINING WALLS, ETC. HE SHALL COORDINATE HiS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH ARM BIRD "PCs` 12" 11AiN./24" MAX: WORK WTIH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE PRESSURE COMPENSAiING SCREEN FOR LOW FLOW AND R40RIS CONTROL SELECT SCREEN ON A $+ 8 5 INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS. PAMNG. .STRICTURES, ETC. CHART ABOVE FOR PROPER RADIUS. O 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION DRAINAGE NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WARE SLEEVES OF 8 9 10 11 12 SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. DRAINAGE OF IRRIGATiON WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED. SOME PORTIONS O 7. CONTRACTOR TO.CONTACT CITY LANDSCAPE REPRESENTATIVE_FOR PRESSURE OF THE IRRIGATION SYSTEM WILL REQUIRE 714E INSTALLATION OF RAINBIRD 1804-SAM. 1806-SAM, AND z TEST'OF MAINLINE PRIOR TO BACKFILLING TRENCHES. 1812-SAM IN LIEU OF RAJNBIRD 1804. IBM AND 1812 SPRINKLER HEADS TO PREVENT DRAINAGE.8AaKFLOW F REVENTOR BY: GENERAL CONTRACTOR TURF SPRAY DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SEAL INSTALL RAINBIRD POP-UP SPRAY W N8. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE HEADS WITH "SAW FEATURE AS REQUIRED AT ANY SPRINIKLER MEAD SHOWING SIGNS OF DRAINAGE AFTER THE IRRIGATION SYSTEM HAS OPERATED:FROM AN ON TO OFF POSITION. INSTALLATION OF "SAM' FEATURE N.T.S. N_j$, TEST OF MAINLINE PRIOR TO BACKFRtING TRENCHES. SHALL BE INCLUDED.IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. Z O .0 A.P.N. 771-390-007 0� W These plans have been reviewed by the Coachella Valley Water District R' rT in accordance with California Government Code Section 65597 et seq. A requiring efficient landscape and irrigation design in cooperation with Q_ z SA80L the local governing agency (City or County). ra as Approval of this drawing by CVWi) Staff does not constitute approval to encroach into district and USER Right-of-the-Way. F 28, 20t4 t^`C Trees, plants, walls and permanent structures of any kind may not be P4 s� -'+ = planted or installed in CVWDand USBR easements or right SHEETWK L-gund �Construction contractor agrees that in accordance with generally accepted construction F � without first obtaining an encroachment permit from CVWD.. 111 Z Important Notice - Undergro Service Alert practices, construction contractor Will be required to assume sole and complete responsibility for of c A\-\ Section 421614217 of the Government Cade Mam job site conditions during the course of construction of the project, including safety of all persons l� 6-11-12 p _ a Alert Identt im Number be issued be a andproperty, that this requirement shall be made to I continuous) and not be limited to DATE: 6"-1 I- 2 i o q apply y Date titer ana ent De artm 'F rmit to F.scauate' will be valid. For your Dig Alert normal Working hours, and construction contractor further agrees to defend, indemnify and hold p ram. Identification NwRber (XIU UndeT'gmund Service Alert design professional harmless from any and all liability, real or alleged, in connection with the L402 8 TOLL FREE at 1-800-227-2600 #too t w*t dap CVWD Plan ng 3!s performance of work an this-project, excepting liability arising from the sole negligence of design vet t Se es actment [IRRIGATION DETAILS before tau dig: professional.