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HomeMy WebLinkAboutHovley Lane Median Streetscape_1 -)1 �` •- _ _. �wd'�/+y`-Er � �'.�L.� ,.:.,ate�� _ ' 4 b � � "�.@. � sy. F x� , - i l I 11DYeIeLane Medan '1 _ WATER CONSERVATION CONCEPT STATEMENT ZONE IM i City of Palm Desert MAX1iUM ALLOWABLE WATER BUDGET Q Project Site: Tosc"Hooey Median I I Conversion Conversion Water Calculation Chart 4 Tract or Parcell4mtx 29663-I ETO ET Ft GaltO Ft MWA DESIGN G T O U P Ij LANDSCAPE ARGNIECTURE - Project Loc�ion: Hodey Median Islands MWA 75 x 0.60 x ' 52:391 x 062 1 7t8 = i 1,954 CCF1 Maximum Water Allowance eS., 'a Inbut Zone 'S.7 42-575 Melanie Place.Suite S n Landscape ArGrtecU Irrigation Designer HSA Design Grasp at ESWI TED WATER REQUREME0 De6E„1 GA s2z11 Square Footage Calculations ' rr IrleWed in this project submRtal packa> are:(Check to odicated convIetion) 7w.34t.1s1s tele 760.77'a-9315 fax Tree a sr,nc square xia .73577=` , ,�r �' ' �` Total Dnp-Shnb,Tree&Groud COIerAreas 83% } i X 1 Maximum Annual Applied Water Allowance: Turf Square root o k " 3 Conventional Landsca 1954 CCF Total Bubbler-Shlb,Tree&Groud Co Areas 0% Ft - Total Square foot Cobble/8oulder 8,614 _ �� � � d '9 ' $�.;3f1 , Taal Waterneasture scp,ae rooreee . , ,�. ) p _ ° OCCF Trial Spray ! 0% -' .Ft I Total La tame a Square foot 52391 <g' '""�a +]ICCrf3tl00al TIx'l�[dSS 1.3IldsCa�: Ft Total Spry -GaZaria I ° Eto aterA . Total comers & MazivamtAnDua1 WaterAlbwance: 19541CCF ' Ft Ok arts�. dj son Factors Total t ;, I Total S to Amral Cott 0% Factor Sq.2. 062 748 MWA - . 1 s7.o1 0.s o osz 748 �' ,/� r ! °n ' X 2 Estimated Annual Applied Water Use by Hydro7nre Total Water Feat 0% .Ft z ss.sz o.s o o.s2 748 o T Total Phrded Area 834fi 3a 7s os 52391 o-s2 7 1sze. T Hydro7n o CCF Total Store,Cobble,&Mulch 17% Ft res: j 3b Be o.s o o.sz 748 --- sq \ +Recreational Tufgra%HydTOZD s: of CCF 4 93s os o os2 748 TotalLand Area 100%) 100% 52391 Ft LpR1DSCq t.4, +Very Low Plart Hydrozolles: 0 CCF t l +Low Plant HydfOZDnes: 418.94I CCF Total Number of plarrts '"Ds6 �* ' I+_.. % z +Medium Platt Hydromnes: 308.51 CCF I -- -1--- I I Number Or ants b water Ufie %Of Total Larrdacabe Sduare Faofaoa " 1 �* r o.6os ass6.aoo 3 t w Hy ;STAPDARDRRIGATIDNCOEFFENCY j ! u ` '` " + Pl'd1t droDones 238.61 CCF j 2L0w/Mod 1�8: o.1Dt I Low 7082.000 I r i +WaterFeatues: DdplBubbler-Strlb&Trees&Trams 9705 I ( a 178 0.172 7514.724 3rADa Spray Sfnb,GmudCowr 4 Mod/w o_000 o.000 ;4s ? J >.,I° ,€ F a a ';x `t° t E} ' 1; , i _ =Estimated Annual Total Applied Water Use: 96SD6jCCF S ra Tut 75 _ J I I i q ��P00, 5 0.000 a.000 '` r t ) $ I Tiff Rotor i ! 80 CALF 6 Law Trees 0.050 16328.000 ., _ r 1 7Low/Mad Trees 1s 0018 5966.000 a a " ! X 3 EATAWU<MAAWA 8 Mod Trees - 0 0,0011) 0-000 s:': 1 rt# ,,s r 1 ; 1 s Moore Ines o o.000 o.000 " 3 r t USAGECALCULATpNS J 10 Trees .SyS 0.053 4318.000 a ' r t '+ s+,q. r al i4Sr ate:` 'dk' k Ip % t 3en� I X 4 Landsc lies Plan Trial 1038 s ". "r,„ � � r "1' t -v.. z > -s �3 ,, j �� � b ETO F ILA .Ft Gatti F GaI�CuFt E EWU + X 5 Lri�fnn Design Plan Na s Des' Pharr VeryLow D -Shrub,Trees&Gm"Cow Armes Pum7lrrigation System Type• Zara Irr-�!. Aroa 8--nal Plant Factor: - `- ,�.; 4 '� '� is - spreyrsnb/Drip >m are- ' sfi6a 1 Low shrTrb4ir ET t 75.00 x 0.1 x ! 0 x 0.62 1 748 1 D.90 0.00 Season zmai Ho Plant Area Cornerst n Factors Camrated ,� 11 a, r c'�3� ' r '^ €AE,til L iS , tE I ,y I ,t „s� +, 5 6 NA 7 S0�ChCIr�Oat Aniuysis(OpfiorO V aYe Factor sq.ft 0.62 748 tri Hf. 11Vater lBo "4 '1;: " "p " ~4'' 3 S ' svrtm 16.5 o.z ,,75D o.62 74a o.s 3s.7, - - , ;: r ; , LowDrip-Shnb,Trees&GrandColerAreas I _ anrrer 45.75 D2 11750 0ffi 74a 0.9 99.02 ? ,.:. af.. 'u`' ,�f 1.u: a�.'"( '7 h ^'s t $ w3S'; t R ____ ET 75A0 x 02 x 163� ! x 0 62 1 748 j 090 225.571 FaL_yyrater 1275 0.2 11750 0.62 74a 0.9 27.5 :»3 TOTAL. 1s2 a �. r ..l tg r rat a Des o of Project: The desigoobjective was intended to achieve a water „ , e ,- .., „_,r ,. I �. conserving landscape for the liovley Igoe Medico by nsiag Moderate D -Shlb,Trees&Groud Co1�Ateas Plamnnrtfgatlon System Type: Zone hr-Elf Area - soaaotrl Plant Factor: - '3WrY/�rblDnp as .as. •7082-000 2 LI7ar/Woci shnrb a native desert design ,ETper" 75.00 x 10.5 - x 8M x 0.61 1 7�8 I 090 = i 308.51 F Season ZOrt�Eto FAQ Area Corneraun racto;s Eatt� _ { value ram ::v.ft 0 62 748 trt et. rwlar Ise ( I _ sa„a 1as 0.35 29e7 0.e2 74d o.s ,s.7 Date' 3/11it1005 pared by .bsh Flung h6 Dd Shlb,Trees&Gmud CoserAreas ; ! ! I i _ s„nrrer 4s.7s o.3s 2967 0.62 74a o.s 43.7 Fat-VJnter 127s o.3s 2967 o.fiz 74e o.9 121 ET 115.t10 i x 0.8 ' x 0 x 0.62 1 ! 748 I I OS0 O.00i TOTAL .... PlarttArtigation system Type: Zone 1w.9RT Area sDafia.l Plant Factor: ET Bubbler-$hlb,0 x1GroundCoY1 Areasi _ I _ - ry/gub/Drip 9a as 4318.000 2 Yod Shrubspa ET 15.00 °x 102 I X 13998 x 0.62 1 1 0.90 ' 193.381 Season Zonal Eto Plant Area (:anerebn Factors 6br�e4 i -:. V a . Factor sq,ft 0.62 748 M.Ht. Mt.Ll.. I _ l sPrinR ,s.s o.s 2246 0ffi 743 o.s 17-0 I ediunBlbbier-Sirlb,Trees&GroudColaAfeaS _ sure 45.75 0.5 2248 0ffi 7Ia 0.9 47. ■ � "Far-vwnta 1275 0.5 2248 0- 748 � ET _� --� X -1 ! X �D6� I 7t6 I D.9D -0.t10j y1 7 Y r S' $ - ' Plarprlrrigation System Type: ZOrte Irr.et Area s..-IPlantFaetar: a,77-64 TOTAL � �'�'j E9Tppelbbl�-S75.0'0 1 x 1 0otndCO�erAreasi /etabra; 3a as 1e326-000 a Low Tree i„f.-3.. { .1 148 1 0911 ET r 75.00 •x 0.6 x 4318 • 238.61 Spra Season '21 rtal Eto PbrR Ar® C7-ernwr.Factors EstinataA "' V Mrs Fact sq fl Offi 74a M.Elf. w4ar lM I I - �. SbeamBubblet-AmualCdor 7 0.9 s 16.5 0.216328. Dal as _ su�mmar 45.75 0-2 16328.000 0.62 Taa 0.9 137.5 ET 75.00 X i 0.8 I X I 0 •, X 0-62 � 7�8 '0.90 0.00 Fat-Wntar 1275 0.216328.000 0.62 748 a9 TOTAL �' :.I• Plantflmgation System Type: Zone 1R.EM Area seasonal Plant Factor: S -TUl I I - _ S Spray/nrab/orip 3a as 5966.000 1 Low/nod Tree ET 75.00 x 0.7 x 0 x Ob2 1 l 7�8 1 0.15 O.00 Season Zonal Eto Plant Area Carersfon Factors E•cftnated l V. Fact« aq.ft 0.62 Taa tri ar_ w tease '�I 16.5 0.35 5966.000 0.62 748 0.9 31.7 -_-_-__ sP rm WaterF Swmer 45.75 0.35 59W.000 0.62 14a 0.9 67- ' �_w„t,r 127s o.3s ssee.000 0.62 7.e os zas ET r r 75.00 I x 112 , x 0 x 0.62 1 : 148 i 1 1.00 144 ITOTAL 'TOTAL ESTUATED ANNUAL WATER REWIRED I CCF EWU 966.06 CPlant/Irrigation System Type: Il7ne 1 rat Area Saasorml Plant Factor: _ - 1 Spray/gub/Drip 3a �a8 4318.000 10 High Tree I I Season zonal Eto Rant Arm Carvers..Factors Fshreted _ - Fohl Area Q91 Vata: Factor aq.ft. 062 746 trl.Err. Vltater Ise SPrarO 16.5 0.8 4318 O62 748 0-9 52 I J - . summer 45.75 0.8 4318 0.62 748 0.9 145. TOTAL 1275 O. 4318 0-62 748 0-9 40. _ 23&61 Total Tree And Shrub Water U9eCT I HOVLEY MEDLAN Total Estimated YNater Use 920-09 T.AN�B PLMS l - SHEET INDEX STYE MAP V'ICIwiTY h1AP' pALM - wm7 DESCRIPTION sPRINGs CATHEDRA>E. My LI-I CON5TRUCTION/GRADING PLAN - a.' o o - L12 CONSTRUCTION/GRADING PLAN �'o o LI,3 CONSTRUCTION/GRADING PLAN _ _ - 10 L2.1 IRRIGATION PLAN L22 IRRIGATION PLAN 1� $AMONRD / L2,3 IRRIGATION PLAN o - dd L3.1 IRRIGATION DETAILS REV�$I�NS U m a COUNTRY CLUB E+ L32 IRRIGATION SPECIFICATIONS g ndh bntn' OnrA ail 1t 'H1Dtolr�afCi�ae °x c7�tAln DRIVE L4.1 PLANTING PLAN c L42 PLANTING PLAN - Iq SINATI2A crnmriaxave Datvs 10 L43 PLANTING PLAN - z RANCHO �� L5.1 PLANTING DETAILS O��IC L5.2 PLANTING 5PECIFICATION5 PALM PRE ARINQ DESERT - HWY.ill, _ - 0 0 MUN - WELLS - � 0 �10 LA - QUINTA AVENUE54 D �- -- - - NDP1H q 1 RECEIVED . -' - - - PRED WARING LAKE �4 PUBLIC WORKS DCPaR'A9ENT CRy OF PALM DESEnT JOB # 17024-1 -APPROVED- A PPRO\ ED_ THESE PLANS HAVE-i3EI N REVIEWED 13Y THE COACHELLA VALLEY WATER DISTRICT - DATE: March 18, 2005 /1C� R Y G IN ACCORDANCE WfIH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.81 ' ' Ep SECTION 65597 ET`SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY). DATE BY WATER w�LLo+r sPLcwn'r TITLE SHEET pEYElf7PwFM SERVICES SUPERVISOR L - Z-70 A a m T � 37 I 31 32 33 34 35 HOVLE""r LANE I O Lu ■ � �_ � ��/'� �� �� ��-� _1 L+9'1� �� r� �l"2 �+G'�;�/ �`_+(5•�> t�+12� �� f a! J t J� ��, '_' r- J +9 C+�� '�., ���� i � �L � � � \ J � �-�5—'�� �� � � ■ � � W•v ZIP A. I ■ ■ 1 � aI ■ U CISa17 7T-E ETT TTEI Cgp�, ■ urn M � o � C N -� � s9TF OF CAS\F���\P f� ■ ■ 40 41 42 43 44 I 38 39 . O HOVLEY LANE o t � /�j 7 .�i �� �+ t \rls• . -- 1 +12'l+6• �� \J5, _ \ 1� (^ —� } C f �� C �� ,12 � � J \+12f� \ ■ w ' w J \ ■ a I •w 'wI � I ■ � x I z ■ 73 Z;�,4 m Q G I 47 48 49 50 51 ' N ■ N ■ 46 HOVLEY LANE 1 F ■ � w ■ I V` O � I ■ .w ■ I ice.. � I d ■ � 6DA Q Q Q Q Q ■ � I Cu n A R ai G Q o B m � IL HOVLEY LANE EAST Z - rrn h--i WALK OR OTHER HARD50APE FINISH GRADING NOTES W h•� o v FEATURE PER PLAN. I. SLOPE ALL DRAIN LINES AT A MINIMUM OF 15% CURB A GUTTER OR OTHER 2. ALL DRAIN LINE JANGTIONS AND GHA►Y�ES DIRECTIONS TO BE MADE WITH _o HARD5GAPE FEATURE PER PLAN. 45°OR SM M'TYPE ELLS W 0 FIN15H GRADE 3. PROVISIONS FOR POSITIVE DRAINA6E OF ALL LANDSCAPED AREA5 TO TAKE PRECEDENCE OVER MOI)NDIN6 A5 DIA6RANED ON GRADING PLAN _ MOUND HEIGHT 4. HOLD FINISH 6RADE 1 I'z'BELOW FINISH 5URFACE O �j N e 5. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1%TO DRAIN-2%PAD W 6. SLOPE ALL FINISH DACES AT A MINIMUM OF 1%TO DRAIN _ T. ALL MATERIALS AND WORKMANSHIP 15 TO CONFORM TO 60VERNIN6 CODE5 AND 0RDMANGE5 - _ MOUND REFEREZE LINE 8. SLOPE IN LAWN AREAS S NOT TO EXCEED 3:I _ t MOUND HEIGHT PER PLAN{1E+12 +16'} N. HOLD FINISH 6RADE A MINH H OF 4'BELOW TOP OF WALLS,6'EEL.OW FINISH FLOORS OF%AB5 AND 12'BELOW FIN15H FLOORS ON CONVENTIONAL WOOD Fl OORINC 10. PROVIDE DRAIWINE CLEANOUfS AND/OR CATCH BASMS AT A MINIMUM OF 50' 1. MOUND5 ARE DIAGRAMATIC. OL.OR AT EVERY CHANGE OF DIRECTION. o u 2. MUND O SHAPES DO NOT REPRE5ENT CONTOURS. o II. HOLD INVERTS ON DRAIN LINES A MINIMUM OF 6'BELOW FINISH GRADE - _ - - 3. GRADE TO SUIT ACTUAL 51TE CONDITIONS,GIVE DACE o FIRST PRIORITY TO ADEQUATE DRAINAGE OF - o - PLANTED AREAS. 12. RAM1P5 INTO BINLDIN65 NOT TO EXCEED A SLOPE OF 1:12 OR 5-AZ GRADIENT North u 13, PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5Z 6RADIENT MOUND I NCB 1�'ET I L 0 0 _ _ N Ts. Job No. - - 17024-1 _ - - Eccl � O 20 40 80 � Sheet No. f '- I ---- - 6RAPH I G SCALE 20�-0:: �,BLI�vvo�xs�ra.�� :V1F:�T FRED WAKING — — — CITY OF PAL u i; - „ of D a mw ■ � o mm ' — Z 58 53 55 56 W a" a■ 52 HOVLEY LANEUA W W w ■ ' n o A �E N m w ea •w WWI ' `PNDSCgp ■ �� o vn OF Q3 ■ 87 n �• � D G E D ' 64 65 61 62 p4 59 60 ■ HOVLE`( LANE a O01 � ■ t •w H 1 � a D 68 69 70 • a ■ 66 67 H HO\/LEY LANE o . rF ■ W a <1 a V H ° u, �, b I ■ FEL= 9 o ■ " m L 71d 1n i HOVLEY LANE EAST Z ir Z o - Q o0 is I � 0 o North� � j i — — o o p o ° _ Job No. RE(DEIVED 17024-1 -� o -- O 20 40 80 Sheet No. L1 .2� - - GR P�-t I G SG LE Su l Sc c rc� ^a�,- ENT 1" 20'-0 �� o f v� a FRED WAKING r — — — — a 0 l7 rr f Z TF 73 74 75 76 77 78 " _ m ( . HO\ILEY LANE W aQ �U ,�- �_ /�� _ '1 i— �� / f 1 ✓�'� ^ f _�� JAI� ( li 2\ 5S, +9' �1 �— ` i Ili ) \ _i J \ I ` ✓ *12 / � w � w � w ' w LPNDSCgpF klmA 2M 41 0 STD • S�9T Dote 2 6 F OF 28 � 29 30 31 I p4 G H a HO\ILEY LANE w � � x o .w N 32 0 85 86 87 88 89 ■ 6 � � � o Q I{ m04 vi - AOA � Q ■ O HOVLEY LANE HOVLEY LANE E w ■ to w4 4 o � o -o _ Q o _ o North 0 0 _ 0 - a Job No. - - - RECEIVED 17024-1 3 O 20 40 80 I ! 1 Sheet No. -- ° FJ ,- --a-- L 1 .3 FRED WARING 1 = 20'-0° -- of IBA i ORS BA 216FM %"'��5 ; o m 4 N I- 1• ■Dtt1P ZONE 4A31 32 33 34 37 p � mm 1 O ►�— - ' / 1 2"MAINLINE z - % Uj i u� •w 0 0= pl 1 �Ea E � ■ va 1 HoVLE"( LANE ■ 1 � 1 ' ■ VNDSCgp i � 1 ■ ��C�O gN�O F-9,�yC' L=n 2� — (+r o rri �0)IOA ,6PM ` O ode 1. DRIP F CA , CIA ,6PF7 1• PALMS ' 12A 6 co" 1 38 39 40 41 42 DRIP ZONE 3A 43 ' '� 4 1 O i � ■ 2"MAINLINE 1 w ■ Gq w ° • O �� �-� • ° e • ';tip' Q v + .I, O �• • +I$• w * O • e +12/ ° e 1 ,4 ° 12 -� O ° 7 O O e• +i • ■ ■ HOVLE"'r LANE H � r 1 N i r B O G TA ,Of" P DRIP ■ 6A 14 6F74 i '• ', 1• PALMS - ■ aA 5 6PM _ ■ 46 47 48 49 50 DRIP ZONE 2A 51 "� 1 p ■ / 2 MAINLINE Cd 0 0"Qz 4 (D M\- T w w ■ ■ ••` w Q ' W > 1 HOVLEY LANE 1 W ■ r aaaaa ■ IaIT 1 i ( .3 C) Al R o o o " m ,L $ —A— i HOVLEY LANE EAST IRRIGATION LEGEND PIPE SIZING CHART w Z !� o a LTYEtOI MAM)FAC71RBi EEDD9 Tq RAoID FLOW em M719a1 PIPE SIZE MAX. ALLOWABLE FLOW ^ o _ ° eowswl+l %zw aw� - - r crx m - !�1 - 1/2" 5 GPM _ sl-220 CHIP EMITTER - - z GPH 70 RNIBW R/8 1401 FUL CIRCLE BUBBLER _ - -25 GPM I [E-70 - 3/4° 10 6PM RAINBRO R/B 1402 FULL CIRCLE BUBBLER - - .5 GPM >D - I• ib 6PM �"'+ �L•� �/ o RN®IRD (2)0.e 1401 Two BtIDBIfRS PER TREE D � RNIBeO (n RR 1402 THREE BUBBLERS PER TREE 1-1/4" 26 6PM 1-1/21, 40 6PM WEIRD XC2-100 CON ELECTRIC COMMOL.VALVE:SEE PUN FOR SAS RABBRDER P SERFS FOR OW Al"n7OIb. > '• ° •` m USE LEw SOLUM ACTUATORS,SEE DEIAR.A WrATXR DETAL SHEET. 2" 60 6PP'I (D WwBIRD PFB st7tlEs 1 SEE DETAIL B IRRIGATION DET - O F"'•) PAEAM PER SERFS ELEcIRIC CONTROL VALVE SEE PUN FOR SAS.W*M PER SEISES FOR W APPUOATDNS - FIE7pD USE LTNA SOLENOID ACIWTORS.SEE OETN.B IRRIGATION DETAILSIEEr. E w ►I NBIX) T-5BS-7° FULLY PORTED HALL V&VE TO BE IMALLM AT ALL SRIGI.E CONTROL WLVES OR CONTROL MK OROUFM BRANCH-OFF MNAIEE AND ISOLAED VM 1BBa1 BALL VALYE SEE DETAIL C FMM71ON UATAI SHEET. _ • p .. O 111 NELSON 760 PRO 78M SERFS W"COMING WVE ALSO PRONOE A 0"I"U40 KEY(7W) .. AND LAND%WEL Lu IWO) aaaR6L iR1E awDr 19L7ID zm w TNIB Lw�11ac sff ST@T-L xt DEa[x r NOTES: 3 o VALVES, LATERALS AND MAINLINE ARE SHOWN IN HARDSCAPE FOR CLARITY P!)CITY W F PALM 9 i 1 TVT I mum PRESSURE LMRUNE PPNO USE SCHEDULE 40�AS NOTED - Ll - PURPOSES ONLY. ALL VALVES ARE TO BE INSTALLED IN PLANTER BED GilYf}F PALM I AREAS. NO PIPE TRENCHING AND/OR INSTALLATION SHALL OCCUR OUTSIDE NON-PRSTEM T u7FRAL.BDNLINE PPBD SYSTEM-PVC awls TEs OF CONSTRUCTION EASEMENT. / a�SYSIpI ro UTR.l7E BOxSLRTH EMTIERS.REFER ro MITER CNARr FOR FURTHER SPECR10A1ID16 ---- PIPE SUMM FOR CONIRa1FR wRES,PRESSURE AND NO-PRESS RE LATERALS AT ALL VALVE GROUPINGS AND SINGLE VALVE LOCATIONS, LANDSCAPE w - -——- TO OMIR IXDER Ail NA,IOR E A DSCAPE SEE DErAI RRIGATION MAL STEEL(DUAL 7} o _ CONTRACTOR SHALL EXTEND MAINLINE 24' BEYOND LAST VALVE TO ALLOW FOR FUTURE VALVE ADDITIONS (OR UNLESS OTHERWISE NOTED ON PLANS). O o e CONSISTS OF WAFTER AND REDUCm PRESSURE BACD M PREVENTER SEE PLAN FOR SAES INSTALLED BY cvw0) ANY REMAINING CONTROL VALVE WIRES AND COMMON WIRE SHALL BE ,y�y EXTEND TO THE LAST VALVE GROUPING OR VALVE ON THE MAINLINE RUN Da North AND CAPPED IN A 10°VALVE BOX. 0 0 - IDICATES FLO IN GALLONS PER NIFRffE CONTRACTOR SHALL ONLY INSTALL THE QUANTITY OF PLANTS AS INDICATED T w w O - NDICniES COlt1 CONT ROL1tR NUMBER CONTRACTOR THE PLANTING PLANS AND atRIGATION DRIP ZONES. 0 0 INDICATES BMW CONTROL-VALVE SIZE THE MAX TOTAL RANGE FOR ANY (1) DRIP ZONE SHALL NOT EXCEED 15 lDICATES ZONE TYPE GPM 5 GPM DRIP VALVEVALVE EQUALS 900 GPH. WHEN INSTALLING THE EMS PER MINUTE). TOTAL GPH (GALLONS PER HOUR) ITTERS EACH ITTERS e _ _ THE TOTAL 900 GPH CAN BE A COMBINATION OF THE VARIOUS GPH These plans have been reviewed» by the Coachella Water District in Job No. accordance with Water Code Title 7 Division i, Cho ter 3, Article 10.8, Section VALVES LAD LATERALS/wBLNE ARE SNDYM N wJtDSCPPE FDR aARIPt PURPOSES ONLY VALVES ME To bE 1F6rNim IN OUT-PUT WITHIN THE EMITTER SELECTIONS. ti5597 et seq rc uirin efficient bndsca a and irri otion desi n in cooperation 1 PLANTER BED AREAS.110 PFE 7RFNcr�IG STW.L occuR OUFSDE tai ALE BouNnoRffs with the local goveminq agency Ci or pCounty). 9 9 1 7024�1 EMITTER DRIP VALVES HAVE BEEN SHOWN THROUGHOUT THE IRRIGATION »Approval of this drawing bbyy D Staff does not constitute approval to PLAN TO ACCOMMODATE ALL PLANT MATERIAL THAT RECEIVE EMITTERS. Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USER Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD o and USBR easements or right-of-way without first obtaining an encroachement O ZO 40 80 permit from CVWD. Sheet No. Date &` - PH I� 50AL� Water Management Su rvisor T 2.1 1�`r1�S L FRED WARING 111 201_0�1 Development Services upervisor of -is I i UA . � mm N ■ � � ■ 0 ti _ 53 55 56 58 1 52 N_ a A �s 13 v1 eICA PNIwo DSCgpF 1 � 1 1 ies 2 lxp H HOVLEY LANE z ■ � Q � Daft LLLL F CND 1 87 ■ n } � f G 17 II v, a&PM D 1° OWP 2A a GPM _... -_._.. - i- PALMS 6 0 61 DRIP ZONE lA 6 2 64 6 5 ■ 1 59 1 � ,�• +rl e I 21'MAINLINE 01 HOVLENr LANE 1TTEI 4 I � I D ,A a GPM r VMP 5A 4 GPM _ - r PALMS ■ 6 7 6 8 6 9 7 0 DRIP ZONE SA 71 .yen 66 0 2n MAINLINE HOVLENY LANE • w i i • _• oo- w � � W V1 ■ c 1 '{�A� TOM 6AL.ANIZE. PI �f �7FyPl�L1i i d O O GQ 19 - QOA Q F i 23 Au:M1► I 21 22 { i HOVL,EY LANE EAST _ o �� .o_ W a p., D _ En H ECEIVED W jo PUB WORKS DEPARTMENT MY OF PALM DESERT ' � I p RT DIAL p BEFORE � oarseEroRE Now YOU DIG o TOLL FREE 1-800-227-2600 o — O A%18LIC SERVICE BY UNDERGROUND SERVICENB2T These plans have been reviewed* by the Coachella Water District in Job No. accordance with Water Code Title 7, Dvsion 1, Chapter 3, Article 10.8. Section 65597 et seq. requiring efficient landscape and irr gation design in cooperation with the local governing agency Cit or County}. 7�2 A_ 'Approval of9 this drawing tqq D Staff does not constitute approval to / GGt Approval of this drawing by CVWD Staff does not constitute approval to • �'T� Y _ encroach into district and right i Rights—of—Way. Trees, plants, wads and permanent structures of any kind may not be anted of nstoiled in CVWD permitnd SSR easements or right—of—way without first obtaining an encroachement 0 20 40 80 Sheet No. Date (� Water Management Supervisor � e &RAP" I C SCALE Development Services Supervisor L2.2 FRED WARING of ' i I I 1 a � �• awr t9 ,• P,vrrs I ■ 73 74 75 7 6 ONE 6A°` ' Z I 1 DRIP Z 7 7 �,.� ■ w s a 1 O r MAINLINE a c _ 0.lair 'Far w1 ■ HOVLEY LANE w 1 �j150)�]] �NDSCgp� 1 26 s�TF a 1 28 F CAS ■ 1 29 ■ i 30 i G h� ■ 82 83 1 78 79 8o 2"MAINLINE � ■ o ■ O 1 HOVLEY LANE 1 r HI 1 H 1 1 ■ 1 1 31 32 METER 5ERVING VALVES IE THROUGH &E o 11 Q <]I<1 Q�. LOCATED APPROXIMATELY 300' EAST �• PKl6 88 89 85 86 87 1 CONNECT TO EXISTING MAINLINE 2"MAINLINE O ,= _m o u �t Q i EXI5TIN6 CONTROLLER TO BE UPGRADED FROM HOVLEY LANE A TWO STATION TO EIGHT STATION LEIT 4000 Z HOVLEYLANE j > � O RECEIVED � W o PUBLIC WOWS i7EPARTMEW - **SEE I ND I AN RI DOE HOVEL:Y CITY OF PALM DESERT 0 0 _ LANE EAST 1,IEF,)I ANS, DATED TRT o _ 7/21/00 N I TH ONE DELTA DIAL lwOwo01crt6 BEFORE w. DAYSBerOW North DATED 10/25/00 FOR MEDIAN YOU DIG APM1GS V YDUD� TOtifRff 1-800-ZZI-2WD c — _ EAST OF THE LIMIT OF NOR< tW� AAt�tTT These okns have been reviewed•b the Coochello Water District in Job NO. accordonce with Water Code Title 7, D�Jision 1, Chopter 3,Amick t0.8,Section 65597 et seq. requiring effiaent landscape and rrrigapon design m cooperation with v the locos governing agency(City ar County}. �024� Approval of this drawing byy D Staff does not const'dute approval to Approval of this drawing by CVWD Staff does not constitute opproval to encroach nto district and USER Rights—of—Way.Trees, plants,walls and VWD and US nt structures of any kind nwy not be granted or installed c ache and anen easements or right—of—way without prat obtaining all d in Cchemmft 0 20 40 80 permit from CVWD. Sheet No. -- - z- Date — -- " — GR�Pt-tIG 5G,4L� Water Monogemen t,2.3 — FRED WAKING ' I" = 20'-0n Development Servrcew Supervisor Of = a. ' GENERAL IRRIGATION NOTES c THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE LEGEND 4 �, 1 •� -- .-• XF I ; MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF i. PVC LATERAL LINE FROM EL£cTtac CONTROL vuvE CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE W/CITY LANDSCAPE 2. 9 LEGEND PVC- CLASS 315 3. PVC TEE FITTING- SIZE AS REQUIRED. /// 4 PLAN 1. FINISH GRACE THETHE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO 4. PVC ELBOW FITTING- SIZE AS REQUIRED. 5 3 $ 2 LATERAL TO DRIP ZONES THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT 5. DRIP EMITTER ASSEMBLY(SEE DETAIL THIS 2 � m % REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL 11 3. LATER L DRIP vuvE w/PRE _ _ 1 1 1 � AND FLIER.SEE IEtND PM RESPONSIBILTY FOR ANY REVISIONS NECESSARY, 6. MANUAL FLUSH VALVE. 0--- LEGEND 4 FIRE� 7. SINGLE EMITTER SHIM DETAIL(TYPICAL) 5 = i�IIiI= _ _ 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE 7 IIII TP i. FULL CIRCLE BUYER -iI�I-- +IIII-s PILLareIE i' W PROVIDED BY OTHERS. R SHALL BE THE RESPONSIBILITY OF THE IRRIGATipN CONTRACTOR TO REFER TG IRRIG. LEGEND. IIII=III �Ii-iIIII a caaa+MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. NOTE: WHENEVER POSSIBLE PUCE EMITTER UPHILL 2. ANTI-DRAIN VALVE• IIII 4 IIII 0 p 7. 3/4"CRUSHED RoCV_ 6 6 FROM PLANT MATERIAL 3. FINISH fiRADE Y-M��IEc�No tf19. 2"x r x 1Y REDWOOD FOR SUPPORT. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS 4. PVC SOH. 80 NIPPLE.FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY 1 a IRRIGATION MAINLINE CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6 1 5. PVC TxT 90 DEG. ELL 10. "SHC DO T.O.E.NIPPLE(TYPICAL) 6. MAARLEX TxT 90 DEG. STREET O O $ O LENGTH AS REOUMM THE IRR1GA11ON CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM 2 000 00 0 00o Qo o n. AMErac�Isma� uueo vu�E sax 2 3 MANAGE OF IRRIGATION WATER THROUtN SPRINKLER HEAD 7. LATERAL LINE FITTING. O O O O O Nd SHkUB AREAS od GREEN ni MiF i PERFORMANCE AND TO ALLOW FOR L OING TH AY ONTO WALKS, ROADWAYS FIT THE WILL NOT eE AI LOWEo. 50Mrt�RINaER HEWS WILL o Oo 3 O OCfJ AREAS.HEAT BRAND VALVE STATION Mo.ON BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE REQUIRE THE INSTALLATION OF AN ANTI-owwa vaLVE as THE 8. BERM TO F�2M WATERING o AR�H r �, y RISER NIPPLE TO PREVENT DRAINAGE.OURING THE COURSE OF �eGUL",a, 6 EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN DRIP AREA 7 CONSTRICTION THE CONTRACTOR SHALL INSTALL AN BASIN. 5 1 g ANTI-DRAIN VALVE As REOTs. AT ANY SPRINKLER HEAD 9. CANOPY TREE e 7 lz UO AND l0 TAG-NUMBFJED TO MATCH �p,NDSCq UO AHD ORAWMJGS, THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. SHONNG vA OF DRAWING AFTER THE IRRIGATION SYSTEM REFER TO PLAN. *DISTANCE TO BE 2X THE SIZE OF HAS OPERATED FROM AN ON TO OFF POSITION.INSTALLATION OF ANTI-ORAIN VALVES SHALL BE IVCLIDED IN THE L�PRICE NOTE: RUN EXTRA WIRE TO EACH VALVE LOCATION DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15 THE ROOT BALL TO BE LOCATED WITHOUT ADDITIONAL COST To THE OSRRER. DIFFERENT COLOR MARE OR ALTERNATIVE SN OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA ON THE UP HILL SiDE OF PLANT M m� �y DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH J TYPICAL DRIP EMITTER LAYOUT �% 2 CANOPY XERI-BUBBLER ELECTRIC CONTROL VALVE (DRIP) O OBSTRUCTIONS OR DIFFERENCES SHOULD 8E E3R000HT TO THE ATTENTION OF THE OWNER'S N.T-s (SHRUBS/GROUNDCOVER) E N.T.S. iv AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE N.T.S.NTS * Z A IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. (CANOPY TREES) I Dau INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR LEGEND 9� t�F© TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND CA VALVE ASSEMBLIES. 1. DISTANCE SHALL BE A MiNIMUM OF 6". ALL SLEEVES LEGEND OF SHALL MEET THIS REQUIREMENT INCLUDING THOSE 1. ELECTRIC CONTROL VALVE, SEE LEGEND WHICH ARE DIAGRAMATICALLY MOWN SHORT OF Q 2. AMETEK 90126SHRUB JUMBO VALVE 80X W/j( IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL THE DISTANCE ON PLANS. covER + JUMBO and E BOX 0, J& GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HiS 2. 12" MINIMUM. AREAS HEAT BRAND VALVE STATION ON ON LID IN 2r HIGH CHARACTERS I WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE � 3. GRADING SPECIFICATIONS. PLAN C3 1 2 3 a 3. CHRISTYS I.D. TAG INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 1 IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION 4. BACK OF CURB OR MOE OF HARDSCAPE. 4. FINISH GRADE. 9 11 I- + CONTRACTOR SHALL BE RESPONSIBLE FOR THE x- 5. SCHEDULE 40 SLEEVE. 5. PVC. MALE ADAPTER (TYP.)INSTALLATION OF CONTROL WIRE SLEEVES OF i 7 1 6, FINISH GRADE. IIII IIIIs 6, PVC PIPE TO SYSTEM - ANGLE PIPE SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS, iI -! -i p TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 9 / NOTE: --- IIII 7. COMMON BRICK 4 1 1 r ( REQUIRED). USE PRIMER AND GREY GLUE FOR ALL MAIN LINE JOINTS. 4 DEAN 6 ALL SLEEVES SHALL BE TWICE THE SIZE � THE 1 8. COMMON WIRE TO OTHER VALVES ON 3 8 4 INTERNAL OBJECT. O R AS NOTED ON PLANS. C5 SAME CONTROLLER. cfi � h 10 ° 4:°• 0 11 9. 3/4" CRUSHED ROCK. a- DEEP. s e•• •go. b $., 'o•0 9 0 10. CONTROL/COMMON WIRES FROM CONTROLLER. I=II� LEGEND •' O4 a o° o° o° 11. 1" SHC $O T.O.E. NIPPLE (TYPICAL) 3 5' +',+ f e ° LENGTH AS REWIRED. I11(-- C. FULL CIRCLE BUBBLER. e i I(-'l) I I` 2 REFER TO IRRiG. LEGEND. 7 12. PVC SxS 90 DEG. ELL. I ICI i I=III 2 i 3. RE CONNECTOR. =IIII 4 2 ANTI-DRAT) VALVE. SECTION 1}3. FINISH GRADE 15. PVC SHC 40 PIPE N 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET, t 7 4. PVC SCH. 80 NIPPLE. 5 NOTE: RUN EXTRA WIRE TO EACH VALVE LOCATION * 2" IN SHRUB AREAS, r'��6� 5. PVC TxT 90 DEG. ELL SLEEVIN{3 DIFFERENT COLOR MARE OR ALTERNATIVE 1" IN TURF AREAS AI 6• LATERAARLEX LINE 90 DEG. STREETLL �, ELECTRIC CONTROL VALVE (NON-DRIP and MASTER E""r DRAINAGE OF IRRIGATION WATER THROUGH SPItlNICLkR HERO WILL NOT�ALLOWED. 7. LATERAL LINE FITTING. 'r N.T.S SOME SPRINKLER HEADS AIL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE 13 B. BERM TO FORM WATERING N.T.S. NTHET RISER NIPPLE TO PREVENT DRAINAGE DURING THE COURSE OF CONSTIVUCTION C H R I S TY'S I.D. T A C NOTE THE OONTtACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REWO, AT ANY SPMNKLER BASIN. HEAD SHOWING SIDS OF DRAWING AFTER THE M IGATKIN SYSTEM HAS OPERATED 9. PALM TREE FROM AN ON TO OFF POSITION.INSTALLATION OF ANT-DRAIN VALVES SHALL BE USE CHRISTY'S MAXI I.D. TAGS FOR VALVES AND QUICK COUPLERS HOT INCLUDED IN THE MD PRICE°N1NO'T ADDITIONAL COST TO THE CWNM REFER TO PLAN. STAMP WITH BLACK LETTERS. TAG SHALL BE PRINTED IN ENGLISH ON ONE SIDE AND SPANISH ON THE OTHER, PROVIDE ONE TAG FOR EACH 5 6 FULL CIRCLE BUBBLER ..` `E` 1 `AND VALVE. ORDER FROM E. T. CHRISTY ENTERPRISES, 403 WEST BRENNA �• MA 1. NON-PRESSURE LATERAL LINE PIPING. NA TER 1. BROOKS #1100 10"x10" ROLM VALVE BOX r j LANE, ORANGE, CA. 92667. , PHONE (714)771-4142 AND FAX .lam WITH r,�tBar DOWN co�R - I�aT V N.T.S. p 2.PRESSURE MAIN LINE PIPING i WAND WATER VALVE'• ON VALVE BOX COVER (714)771-3029. (PALMS IN SHRUB AREAS) - =iII=IIII LLEII ,B �I�II IIII=IiI I VALVE IN 2" HIGH LETTERS. to - IIII 3 CONTROL WIRES - TAPE AND EVERY 0 FEET. INSTALL ADJACENT ( 2 2 FINISH GRADE. IIII_ 95 TO PRESSURE MAIN LINE. 3. NISCO 'T-5 -70• FULLY PORTED BALL Z 1! I VALVE WITH HARD CHROME PLATED ` I t g 4 a i 1 4.PROVIDE 2" DEPTH OF CLEAN BACKFILL, BLOYVOUT-PROOF STEM. aa 5.SEE IRRIGATION SPECIFICATIONS FOR i 4. 1" SCH. 80 T.O.E. NIPPLE(TYPICAL) "I BACKFtLL AND COMPACTION III-IiIII 1111= LENGTH AS REQUIRED. TREEXERI-BUBBLER I-EC�END NOTE: USE TEFLON TAPE ON ALL MALE PIPE 2 REQUIREMENTS. IIII- 10 IIII a 3/4" CRUSHED ROCK - rI' DEPTH. HATER. HATER 50101191 THREADS. 7 3 6. COMMON BRICK (2 REQUIRED). T� 6.FINISH GRADE. 4 > SYM EtM'TT5 t 5 ° MINIMUM BACKFILL DEPTHS FROM FINISH 9 7. i"PVC SHC 40 COUPLING. USE PRIMER ,35' AAN AcachO L LFa GRADE TO TIP OF MAINLINE AND GREY GLUE. ��Acacb 2 f21 RIB 1401 � 3 6"• 8. 2" CLEARANCE. 9 9. PVC MAIN LINE PIPE. PFI. PlhecellapM+nL Fbxfccule L!M 35 1. i�MITH MODEL 5L200 DRIP EMI1lEi2-1r2'TAT 6 o Y eo° � R!B 1401 FIELD INSTALLM AFTER FLUSHING HALM SYSTEM e Y °�; o•° o�. � ••� 10. CHRISTI^S I.D. TAG(SEE NOTES). 'ty Texas l970ry TT LM wB _ r-I I( - I 2. U21 SON.DO PVC,TitRE.�.gpTH ENDS _ p°q•e ° °o ° o..P° ►� C3,RA51402 IIII--i I I I I I I I�I I I I_ �u 14ashinooO b H g 3. FINISH 6R/d7E a8�°�'S o q9?A O Pn Gallarnb Fan PWIm o f 4 > e, ' 1" IN TURF AREAS. SECTION ° 'oA? •O o' •o ° 2" IN SHRUB AREAS. 4. SWIG A558.18I_Y. SHRUB EMITTER LC�ENDTRENCHING BALL VALVE i I $. PVC.PIPE fDEP'M PER SPEGIFtGATION91. 1`..1/ °"+•err■rimer ,r 4 2 N.T.S Lo 9YM. N.T.S.NOTE: LOCATE EMITTER 6" UPHILL FROM PLANT LEGEND NAME Nr�05 H•ITYa� 115J�6E w 1ub J01"' L SL-:Z10 .2BROOKS #1100 10"00" ROUND VALVE H" T.Q C BOX Wj TANBOLTL - 8T DOWN COVER . HEAT 5 BRAND "QC" ON COVER (N 2" HIGH CHAT Ensan Gaesw xj LjImiiiiiiiiiiiiiiiiiii 1. SUP BASE SOCKET OVER ENDS OF WIRES. 2. FINISH GRADE. cmD D01019 L SL� 2 ��1 2. STRIP WIRES APPROX. 3/8" FROM DOS - 3. CHRiSTYS I.D. TAG. (SEE NOTES). O a a a De Dales L `SL-�10 TWIST TOGETHER. 4. 3/4" CRUSHED ROCK. 6' DEPTH, DRIP EMITTER ASSEMBLY 4 3 3. PUT CRIMP SLEEVE OVER HIRE ENDS - C 2 5. BRASS NIPPLE. L CRIMP AND CUT OFF EXCESS HIRE. iv 6. BRASS 90 DEG, ELL. T RpTgsr����8rtirvn LM �-� � N.T.S. �OR �U� AND GROUND CiOVER5) ��= 4. APPLY SEALER TO OUTSIDE OF SEALING • 7. MAIN LINE PIPING. �PLUG - FILL CAVITY WITH SEALER.LHfP Lantana readhg L-t'TraitMg purpb' M 5L-2�0 5 i I III I I I B. MAIN LINE FITTING. Pa Lantana 5. PULL BASE SOCKET OVER CRIMPED CON- Q S 5 NEC71ON AS FAR AS POSSIBLE. IWI - 3 9. BRASS 90 DEG. STREET ELL. In lH1Y 6vklsn na � M - 5 6. PUSH SEALING PLUG INTO BASE SOCKET. -IIi it TO• BRASS NIPPLE - 6" LONG O „8 ��� 12 11• RAIN$IRD SRC WICK COUPLER � 111 ;ii>1!1 7. PUSH MARES TO END OF BASE SOCKET 13 �; QUICK COUPLING VALVE. O @� TO ASSURE COMPLETE SEALING OF ��s+1 _� CONNECTION. 9 10 [9 --LJ T2. CLAM STAINLESS STEEL AGGBQTS \� CLAMPS (2 EACHS 7 SYM NAME HIS 8. RAIN BIRD "SNAP-71TE" WIRE CONNECTOR 6 13. GALVANIZED PiPE - LENGTH AS OR APPROVED EQUAL 2' IN SHRUB AREAS. REQUIRED FOR SOIL CONDITIONS 5TP �"T-"Fine' L SILL-21b 2 1� F TO PROVIDE FIRM INSTALLATION. • 1" IN LAWN AREAS. ANTEIRA CABLE GAP �rd of L - 2 porodise (OPTIONAL) 8 NOTE USE TEFLON TAPE ON ALL MALE D►V Oast#Ybn rlleebN L e�_� 2 ® PIPE THREADS. fTRANSC-E� QUICK COUPLING VALVE ASSEMBLY �/►�-+1 YP Yucca Perldula LAM 9LL-21�j MODULE H WIRE CONNECTION u N.T.S. '--- -i- Qi' Yucca !OPTIONAL) 1 N.T.S. SYMBOLS • ANTENNA rN5ERT Cotbie- ,t2 to be 5siscted 2'MeP NI order ad.gv*s FRONT (OPT1OFML.) W NV I, 3)ki•to ";C2/31 I'to 3• PL.ATir LEGEND ^C r-) }f,'.■1.1 NOTE: 1. BROOKS #1100 10"x10" ROUND VALVE W I N COVER. HEAT BRAND "FWr BOX WITH GREEN All slanted areas not Spec V ified a5 cobble to receive 3/8 decomposed granite at a depth of 2",color to ON COVER IN �i O be selected prior to GOnStrUGtk?t1, 2. FINISH GRADE. HIGH CHARACTERS. 3. piRISTYS I.D. TAG. (SEE NOTES). EMITTM ANTENNA 4. 3/4" CRUSHED ROCK. 6" DEPTH. > on GOLII•RR 1 2 O NOTES, 5 3 5. AG PRODUCTS 3/4"-$ BALL VALVE. THE EMITTERS FOR THESE Aa5PLANT5 SHALL NOT t18 INSTALLEDFROM THE AT T}E BASE OF THE MAW 6. PVC SCH. 40 MALE ADAPTER THE EMITTER 5ItaLL BE PLACES A MRlMUr•1 OF 18' FROM THE�aE OF THE PLAINT. SL-210 a 16PH •-- 7. SALCO A/R FLEXIBLE PVC HOSE SL-220 e 2 6PN II III�Ii�III MINIMUM FOOT LENGTH 7 8. i SCH 40 - 90 DEGREE ELBOW. 9. RIGD PVC CLASS 200 PIPE, OR POLY TUBING. 6 9 KEEP EMITTER(S) EMITTER NOTE: `' � 1" IN LAWN AREAS. b >r v ..*we 4 BI11`f6R(5)A MINIMUM OF 18'AWAY FROM EL0.5E TO R�VETIT 2" IN SHRUB AREAS. ROOT ROT. -- TEMPORARY FORM _- _ BAGKfILL SOIL NOTE USE TEFLON TAPE ON ALL MALE -A M PIPE THREADS,HATER IA7 1AATbFrS - INSTALL FLUSH VALVES AT THE END OF EACH L=LCL•i V040WAYD USE \��• �\' DRIP LATERAL RUN. LMI=I.ONMNOE HATE ME USE �. �� C.D TP DIAL lwowallaa M=MOp1HAT QUITTER USE BEFOG oAYs North H■HIr�R � i OUNTINS BAD MANUAL FLUSH VALVE YOU DIG wIDn T N.T.S. TOLLFRff 1�pT}T17-2600 A PUBLIC SERYU SY UtD6RGR0UHD ST3RVIfX:At$iT These plans have been reviewed* by the Coachella Water District in Job No. accordance with Water Code Title 7 Division 1. Chapter 3, Article 10.8. Section 65597 et . requiring efficient landscape and irrigation design in cooperation LEIT CONTROLLER W/ GALVANIZED PIPE ° '�" qo or County). 1 'Approval of thv is drawing t:v CYWD Staff doe not constitute approval to 1 7024�1 N.T.S. Approval of this drawing by CWVD Staff does not constitute approval to encroach into district and by, Rights-of-Way.. Tress, plants, Walt and agrldmUSBR 60sser structures nts or arig rtrof-ww Idnd oy without firsst^ted or obtaining nne rencrnoac�hement permit from CVWD. Dace Sheet No. ManagementL3.1 Development Services Supervisor Of a m x 0 a V N 11.01 6eneral Conditions 6) On or before the date of the final inspection,the Contractor shall deliver the F. Fully Ported Ball Valves: 3.05 Field Quality Control 192 I corrected and completed sepias to the Owner's Authorized Representative. 3.03 Installation A A. Ad ugtment of the stem: W The requirements of the "6eneral Conditions of the Contract" shall apply to all work of Delivery of the sepias will not relieve the Contractor of the responsibility 1) Fully Ported Ball Vales 3° and smaller shall meet the following requirements. j �J this Section with the some force and effect as though repeated to full herein. of furnishing required information that may be omitted from the prints. A. Trenching: 0 1 7 a. FP Ball Valve shall be 125 lb. SAP bronze gate valve with screw-in bonnet, 1) The Contractor shall flush and adjust all sprinkler heads for optimum performance G. Equipment to be Furnished: non-rising stem,and solid wedge disc. 1) Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe and to prevent oversproy onto walks,roadways,and buildings as much as possible. 1.02 Description to an even grade. Trenching excavation shall follow layout indicated on the Z 1) SuI- Ipply as part of this contract the following: b. FP Ball valve shall have threaded ends and shall be equipped with a bronze Drawings and as noted. 2) If it is determined that adjustments in the irrigation equipment will provide proper A. Scope of Work: handwhisel. and more adequate coverage,the Contractor shall make such adjustments prior to _ 0 a. Two (2) keys for each field satellite. 2) Provide for a minimum of eighteen(lb) Inches cover for all pressure supply lines planting. Adjustments may also include changes in nozzle sizes and degrees of crc i Provide all labor,materials,transportation,and services necessary to furnish and C. FP Ball valve shall be similar to those manufactured by Nibco or approved of 2 1/2-inch nominal diameter or smaller. as required. U) 6 i install Irrigation systems as shown on the drawings and described herein. 2) The above mentioned equipment shall be turned over to the Owner at the equal w a.a conclusion of the project. Before final observation can occur,evidence that 3) Provide for a minimum of twenty-four(24) inches cover for all pressure supply 3) Lowering raised sprinkler heads by the Contractor shall be accomplished within ten m o the Owner has received these items must be shown to the Owner's 2) All FP Ball valves shall be installed per installation details. lines of 3-inch nominal diameter or larger. (10) days after notification by the Owner's Authorized Representative or Landscape 1.03 Quality Assurance & Requirements Authorized Representative. Architect. .o 6. Quick Coupling Valves: 4) Provide for a minimum of twelve (12) inches for all non-pressure lines. e A A. Permits and Fees: 4) All sprinkler heads shall be set perpendicular to finished grades unless otherwise <a. 1.05 Product Delivery,Storage and Handling 1) Quick coupling valves shall have a brass,one or two-piece body designed for 5) Provide for a minimum cover of eighteen (IS) inches For all control wiring. designated on the Drawings. The Contractor shall obtain and pay for any and all pisI and all inspections as working pressure of 150 P.S.I. required. A. Handling of PVG Pipe and Fittings: B. Backfilling: B. Testing of the Irrigation System: The Contractor is cautioned to exercise care in handling, loading,unloading,and 2) Quick coupling valve shall be operable with a quick coupler key. Key size and type B. Manufacturer's Directions: storing of PVC,pipe and fittings. All PVG pipe shall be transported to a vehicle shall be a5 shown on the Drawings. !) The trenches shall not be backfilled until all required tests are performed. Trenches 1) The Contractor shall request the presence of the City of Palm Desert which allows the length of pipe to lie flat so as not to subject it to undue bending shall be carefully backfilled with the excavated materials approved for backfilling, to writing at least 48 hours in advance of testing. Manufacturer's directions and detailed drawings shall be followed in all cases or concentrated external load at any point. Any section of pipe that has been dented 3) Quick coupling valves used on reclaimed water systems shall be equipped with a consisting of earth, loam, sandy clay,sand,or other approved materials,free from where the articles used in this contract furn re ish directions covering or damaged will be discarded and, if installed,shall be replaced with new piping. locking thermoplastic e rubber cover purple in color. large clods of earth or stones. Backfiil shall be mechanically compacted in 2) Test all pressure lines under hydrostatic pressure of 125 pounds per square inch and e manufacturers o �PNDSCgp� points not shown in the drawings and specifications. landscaped areas to a dry density equal to adjacent undisturbed soil In planting prove watertight. �p r_i q 4) Quick coupling valves used on domestic water systems shall be equipped with a areas. Backfill will conform to adjacent grades without dips, sunken areas,humps Note: Testing of pressure main lines shall occur prior to installation of the electric � . Sp �Ci G. Ordinances and Regulations: LO6 Substitutions thermoplastic rubber cover yellow in color. or other surface irregularities. control valves. «ibtA zoos y y, I . � All local,municipal and state fawns,and rules and regulations governing to any A. If the Contractor wishes to substitute any equipment or materials for those H. Backflow Prevention Unit. (Domestic Water Systems Only) 2) A fine grariular material backf(ll will be initially placed on all lines. No foreign 3) All piping under paved areas shall be tested under hydrostatic pressure of 125 � W tv portion of this work ae hereby incorporated into and made a part of these equipment or materials listed on the irrigation drawings aid specifications,he may matter larger than one-half (1/2) inch in size will be permitted in the initial backfill. pounds per square inch and proven watertight prior to paving. d sW.I A specifications,and their provisions shall be Carried out by the Contractor. do go by providing the following information of the Owner's authorized I) Backflow prevention unit shall be of size and type indicated on the irrigation * V Anything Contained 1n these specifications shall not be construed to conflict with representative for review: drawings. Install txackfiow prevention unit in accordance With irrigation 3) Flooding of trenches will be permitted only with approval of the Owner's 4) Sustain pressure in lines for not less than six (b) hours. If leaks develop,replace J Dore Idry of the above rules and regulations or requirements of the same. However, construction details. Authorized Representative. joints card repeat test until entire system is proven watertight. 9T O I when these specifications and drawings call for or describe materials, I) Provide a statement indicating the reason for making the substitution. Use OF SAL\F henthree construction of a better refit hi r standard, ri law r size a separate sheet of paper for each item to be substituted. 2) e stralners at backflow revention units shall have a bronzed screwed bo 4) If settlement occurs and necessitates adjustments in pipe,valves,sprinkler heacb, 5) All hydrostatic tests shall be mouse only in the presence of the Ormer's Authorized workmanship, quality,higher larger P ' than is required by the above rules and regulations,the provisions of these a(b0 mesh screen and shall be similar to Bailey #IOOB or approved equal. lawn,plantings,or other installed work, the Contractor shall make all required Representative. No pipe shall be backfilled until it has been observed,tested,and specifications and drawings shall take precedence. 2) Provide descriptive catalog literature,performance charts and flow charts adjustments without cost to the General Gontractor. approved in writing. for each item to be substituted. 3) All pressure main fine piping between the point of connection and the backflow 1. D. Explanation of Drawings: preventer shall be installed as required by local code. The Contractor shall verify G. Trenching and Backfiil Under Paving: 6) Furnish necessary force pump and all other test equipment. 3) Provide the amount of cost savings if the substituted item is approved. with the local governing body as to material type and installation procedures prior !) Due to the scale of drawings, it is not possible to indicate all offsets, to start of construction. Submit shop drawing for approval. {) Trenches located under areas where paving,asphaltic concrete,or concrete will be 7) Wien the irrigation system is completed,perform a coverage test in the presence . fittings,sleeves,etc.which may be required. The Contractor shall B. The Owner's authorized representative shall have the sole responsibility in installed 24" -3b" below roadway, shall be backfilled with sand (a layer six [bl inches of the Owner's Authorized Representative to determine if the water coverage for carefully investigate the structural and finished conditions affecting all of accepting or rejecting any substituted item as an approved equal to those equipment 1. Check Valves: below the pipe and three [3) inches above the pipe) and compacted in layers to 45% planting areas is complete and adequate. Furnish all materials and perform all work 1 this work and plan his work accordingly,furnishing such fittings,etc.as and materials listed on the ns.irrigation drawings and specificatio compaction,using manual or mechanical tamping devices. Trenches for piping shall be required to correct arly inadequacies of coverage due to deviations form the may be required to meet such conditions. Drawings are generally 1) 5wing check valves 2"and smaller shall be 200 lb.W.O.G.bronze construction comported to equal the compaction of the existing adjacent undisturbed golf and shall be Drawings,or where the system has been willfully installed as indicated on the diagrammatic and 'indicative of the work to be installed. The work shall be with replaceable composition,neoprene or rubber disc and shall meet or exceed a firm left in unyielding condition. All trenches shall be. left flush with the adjoining Drawings when it is obviously inadequate,without bringing this to the attention of Installed in such a manner as to avoid conflicts between irrigation systems, 1.0? uaran Gtee Federal Specification WW-Y-51d,Glass A,Type IV. grade. The Contractor shall set in place,cap and pressure test all piping under the Owner's Authorized Representative. This test shall be accomplished before any M planting,and architectural features. paving prior to the paving work. ground cover is planted. 9M A. The guarantee for the sprinkler irrigation system shall be made in accordance with 2) Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread 2) All work called for on the drawings by notes or details shall be furnished the following form. The genera! conditions and supplementary conditions of these inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain 2) Generally,piping under existing roadway 1s done by jacking,boring,or hydraulic b) Upon completion of each phase of work, the entire system shall be tested and and installed whether or not specifically mentioned in the specifications. specifications shall be filed with the Owner or his representative prior to acceptance valve shall be Field adjustable against draw-out from 5 to 40 feet of head. driving,but where any cutting or breaking of roadways and/or concrete is adjusted to meet site requirements. of the irrigation system. " nece5r It shall be done and replaced the Contractor as a art of the Contract g yg Ant(-dram valve shall be similar to the Yaicon "ADV or approved equal. a"y- � p by p 3) The Contractor shall not willfully Install the Irrigation system as shown on cost. Permission to cut or break roadways and/or concrete shall be. obtained from B. A co of the guarantee form shall be included in the operations and maintenance the Owner's Authorized Representative. No hydraulic driving will be permitted 3.Ob Maintenance the drawings when It is obvious In the field that obstruc;ttorns,grade copy g op �' by g mo ual. J. Control Hiring- under concrete paving. differences or discrepancies in area dimensions exist that might not have 9° P g been considered in engineering. Such obstructions or differences should be A. The entire irrigation system shall be under full automatic operation for a period of seven brought to the attention of the Owner's authorized representative. In the G. The guarantee form shall be, re-typed onto the Contractor's letterhead and contain 1) Wiring shall occupy the same trench and shall be installed along the some. route as 3) Provide for a minimum cover of eighteen (IS) inches between the top of the pipe (1)days prior to any planting. (With the exception of areas irrigated by drip) event this notification is not performed,the Irrigation Contractor shall the following information: pressure supply or lateral lines wherever possible. aid the bottom of the aggregate base for all pressure and non-pressure piping �/ 1 assume full responsibility for any revision necessary. Installed under asphaltic concrete paving. B. The Owner's Authorized Representative reserves the right to waive or shorten the F4 6UARANTEE FOR IRRIGATION SYSTEM 2) Where more that one (1)wire is placed to a trench,the wiring shall be taped operation period. together at intervals of ten (10) feet. D. Assemblies: E* 1.04 Submittals He hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship,and the work has been completed in 3) An expansion curl shall be provided Within three (3) feet of each wire connection. 1) Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. 3.01 Glean-tip A. Material List: accordance with the drawings and specifications,ordinary wear and tear and unusual abuse, Expansion curl shall be of sufficient length at each splice connection at each electric install lines(and various assenibpes) to such a manner as to conform with the or neglect excepted. We agree to repair or replace any defects in material or workmanship control,go that in care of repair,the valve bonnet may be. brought to the surface details per the Drawings. Glean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be I I) The Contractor shall furnish the articles,equipment,materials,or processes which may develop during the period of one year from the date of acceptance and also to without discon necting the control wires. Control wires shall be laid loosely in removed from the site,all was and paving shall be broomed or washed down,and any damage Ispecified by name in the drawings and specifications. No substitution will repair or replace any damage resulting from the repairing or replacing of such defects at trench without stress or stretching wire conductors. 2) Install NO multiple assemblies in plastic lines. Provide each assembly with its own occurring to the work of others shall be repaired to original conditions. be allowed without prior written approval by the Owner's Authorized no additional cost to the Owner. We shall make such repairs or replacements within a outlet. Representative. reasonable time,as determined by the Owner,after receipt of written notice. In the event 4) All splices shall be made with Scotch-Lok#351b Connector Sealing Packs, r � Iof our failure to make such repairs or replacements within a reasonable time after receipt Rainbird Snap-rite wire connectors,or approved equal. Make only one splice with 3) Install all assemblies specified herein in accordance with respective detail. In 3.0,5 Final Site Observation Prior to Acceptance V 2) A complete material list shall be submitted prior to performing any work. of written notice from the Owner,we authorize the Owner to proceed to have said repairs each connector sealing pack. absence of detail drawings or Specifications pertaining to specific items required to Material list shall include the manufacturer,model number and description or replacements made at our expense and we will pay the costs and charges therefor upon complete work,perform such work In accordance with best standard practice with A. The Contractor shall operate each system in its entirety for the Owner's Authorized of all materials and equipment to be used. demand. prior approval of Owner's Authorized Representative. Representative and the Maintenance Contractor at time of final observation. Any Items deemed not acceptable by the Owner's Authorized Representative shall be reworked to the PROJECT: K. Electric Control Valve: 4) PVG pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture before complete satisfaction of the Owner's Authorized Representative. Irrigation submittal must be specific and complete. All Items must be listed LOCATION: installation. Installation and solvent welding methods shall be as recommended by and should include solvent/primer,wire,wire connectors,valve boxes, etc. I) All electric control valves shall be the some size and type shown on the Drawings. the pipe and fitting manufacturer. B. The Contractor shall show evidence to the Owner's Authorized Representative that the No copies of manufacturer's literature (Catalog cuts) are required as 516NED: Owner has received all accessories, charts, record drawings, and equipment as required submittal Information. 2) All electric control valves shall have a manual flow adjustment. 5) On PVG to metal connections the Contractor shall work the metal connections before final site observation can occur. ADDRESS: first. Teflon tape or approved equal,shall be used on all threaded PVC to PVG, } 3) The Contractor may submit substitutions for equipment ctnd materials listed 3) Provide and install one control valve box for each electric control valve. and on all threaded PVG to metal joints. Light wrench pressure is all that is, on the irrigation drawings by following procedures as outlined in Section 6 PHONE: DATE OF ACCEPTANCE: re uired. Where threaded PVG connections are re uired,use threaded PVC 3.0KI Site Observation Schedule �' I� of the Irrigation Specifications. L. Valve Box: G q" � adapters into which the pipe may be welded. A. The Gontractor shall be responsible for notifying the City of Palm Desert 4) Equipment or materials installed or furnished without prior approval of the IRRIGATION PRODUGT5 1) Refer to details. E. Line Clearance: in advance for the following observation meetings,according to the time indicated: Architect may be rejected and the Gontractor required to remove such Extension sleeve shall be, PVC, with minimum size of six (6) inches. "a materials From the site, at his own expense. 1) All tines shall have a minimum Clearance of six (b) inches from each other and 1) Steeving - -7 days i 5) Approval of item,alternate or substitute indicates only that the product from lines of other trades. Parallel lines shall not be installed directly over one a) Sleeve Diameter, type,depth,and location - ; y p 2.01 Materials 2) Refer to details. another. or products apparently meet the requirements of the drawings and Use 10" x 10"deep round ton plastic valve box for all quick coupling valves. 2) Irrigation System Rough - In - 48 hours I specifications on the basis of the information or samples submitted. A. General: F. Controllers: a) Trench Depth and Location M. Bubbler Head: b) Pipe Size and Glass b) Manufacturer's warranties shall not relieve the Contractor of this liability Use only new materials of brands and hypes noted on drawings,specified herein,or 1) Refer to Irrigation Pins for controller information. c) Pressure Test (125 PSI for b Hours) warranties under the guarantee. Such warranties shall only supplement the guarantee. approved equals. 1) Riser units shall be fabricated i n accordance With the installation details. 0 6. Quick Coupler/Ball Valves: 3) Final Site Observation - 48 hours .2 B. Record and As-Built Drawings: 2) Riser n' les for all bubbler heads shall be the game size as the riser o ens In the B. PVG Pressure Main Line Pipe and Fittings: �p opening W Valves Boxes and Wiring I sprinkler body. 1) Install quick coupler and ball valves in a separate 10"x 10" round box. Where b) Sprinkler,bubbler and/or drip emitter type,flow rate and quality for plant 0 1) The Contractor shall provide and keep up to date a complete "ar-built" q P c) Overall operation record set of blvel(ne ozaltd riots which shall be corrected doll and show I) Pressure math line piping shall be PVG Schedule 40 with solvent welded joints. possible, locate valves shall be located in scrub areas. °P p yy PVC pipe for irrigation systems serviced from the domestic water supply 3) All bubbler heads of the some, type shall be by the same manufacturer. c) Ar-Built every change from the original drawings and specifications and the exact system shall be white in color. PVG e for Irrigation systems from the 2) Each quick coupler and ball valve box is to be branded with "QV" For quick couple 11 a a a a a "cr,built" locations,sizes,and kinds of equipment. Prints may be obtained p� � o� q °� II from the Architect at cost. This get of drawings shall be kept on site and golf course reclaimed water system shall be purple in color. N. Drip Emitters, Emitter Tubing,and Fittings: and "BV" for ball valve 2" letters. Branding unit available from f#�ogccpe � Refer to irrigation for additional information shall be used only as a record set. g p . I) Emitter body shall be manufactured of durable plastic construction resistant to Products, Inc.,phone number ((14)639-1850. ; ultra-vtotet rays and a highly inert silicone elostometer diaphragm which is resistant to 2) Schedule 40 pipe shall be made from N5F approved Type 1,Grade I,PVC chemicals. The emitter shall have a color coded inlet barb to identify flow rate and 3) Each quick coupler valve used with reclaimed water ,shall be tagged with Christy's 2) These drawings shall also serve as work progress sheets and shall be the y compound conform" to A5TM resin specification DI784. All pie must meet shall be pressure compensating for a rated flow of + 10% over a pressure variant idetttfication tag purple in color,to read "Warning - Unsafe Water - Do Not Drink." ! basis for measurement and payment for work completed. The Contractor pr omp ng pr requirements as set forth in Federal Specifications P5-22-10. of 15 to 45 P.5.1. Emitters shall be manufactured Bowsmith. Print one side In engiish and the other in Spanish. Refer to Ghrigty I.D. tag note. B. Wien site observations have been conducted by a party other than the Owner's Authorized shall make neat and actuallegible annotations thereon daily as the work proceeds, � Representative,show evidence in writing of when and whom these observations were showing the work an actually installed. These drawings shall be available 2) Non- essure lateral line for d i s tems shall be Glass 200, le in color d g at all times for inspection and shall be kept in a location designated the 3) PVC solvent weld fittings shall be Schedule 40, I-2, ll-I NSF approved conforming Non-pressure piping Ip y`' purple H. Electric Control Valves: made. i,1a p p to A5TM test procedure D24b6. for use with reclaimed Water, white for domestic ,with PVC, tee fittings. Refer to details. its �, ,O Owner's Authorized Representative. Should record blueline drawing O M a> o ens sheets snot be available for review or not be to-date at the time I) install each electric control valve in a separate valve box. re possible,electric G. No site observations will commence without record ch awirngg. in the event the Contractor Pr � 4) Solvent cement and primer for PVC, solvent-weld pipe and fittings shall be of type 3) Provide A6 Products 3/4" ball valve installed with flexible drip tubing aid 5MT control valves shall be located in shrub areas. Refer to Detail. calls for a site visit without record drawings,without completing previously noted 6 10 of any observation(refer to Section 10-Site Observation 5chedule), it wtli 314° MHT LOG at terminus of each run. install in t0" x 10" round box. g ' p y �' � � ss. and installation methods prescribed by the manufacturer. by corrections,or without e art the system for gold visit,he shall be responsible for � Q a3 M ,. IL Q be assumed no work has been completed and the Contractor will be assessed Refer to Detail P a z 7 the cost of that site visit at the current billing rate of )the Owner's 2) Install where shown on the Drawings. Wiese grouped together,allow at least reimbursing the Owners Authorized Representative at his current hourly biflkig rate,portal v1 A O A Authorized Representative. No other observation shop) take lace for to 5) All PVG pipe must bear the following markings: twelve (12) inches between adjacent valve transtransportationboxes, to portal plus transportation costs),for the inconvenience. No further site observation p ix 4) Provide filtration and pressure regulation for each drip system. Refer to drawing will be scheduled until this char has been aid and received. payment of that assessment. a. Manufacturer's name for equipment types and sizes required. 3) Each valve number shall be heat braided on valve box lid with 2" tall letters. p 3) The Contractor shall make neat and legible notations on the record drawings 0. Miscellaneous Irrigation Equipment: Braiding unit available from Hydroscape Products, Inc.,phone number(714) 63cl-1650. V) o ess sheets dais as the work proceeds, showing the work as actually b. Nominal pipe size g progress y pr 9 y4) Each electrical control valve used with reclaimed Water ,shall be tagged with Ghristy's Installed. For example,should a piece of equipment be installed in a c. Schedule or clogs 1) Refer to the Drawings for sizes and types of miscellaneous irrigation equipment. idettification tag purple In color,to read "Horning - Unsafe Water - Do Not Drink." �+ location that does not match the plan,the Contractor must indicate that Print one side in english and the other in Spanish. Refer to Ghrlsty I.D.tag note. CHRiSTY I.D. TAG NOTE I0 equipment has been relocated in a graphic manner so cls to match the 2) All miscellaneous irrigation equipment shall be as,specified or approved equal. F--1 d. Pressure rats n P.S.L (ggP pp q original symbols as indicated in the irrigation legend. Tihe relocated LANDSCAPE CONTRACTOR I5 TO SPECIAL ORDER GHRISTY'5 MAXI TA65. TA65 SHALL BE PURPLE E-I equipment and dimensions will then be transferred to the original record 1. Flushing of System: e. NSF (National Sanitation Foundation)approval IN COLOR AND ARE TO READ: "WARNtN6 UNSAFE WATER,D0 NOT DRiNK"_ TA65 SHALL BE PRINTED drawing plan at the proper time. IRRI6ATION - EXECUTION 1) After all new sprinkler pipe lines and risers are in place and connected,all IN EN61_15H ON ONE SIDE,AND IN 5PAN15H ON THE OTHER. SECURE TA65 TO 6ATE VALVES,QUICK �T� `.f. Date of extrusion necessary diversion work has been completed,and prior to Installation of sprinkler COUPLING VALVES, DRIP VALVES,AND ELECTRIC CONTROL VALVES HITH OUTDOOR TYPE W 4) Before the date he the final Inspection,on,the Contractor procured transfer all P P ELECTRICAL "TY-RAP". Z '<i II Information from the "as-built" prints to an ozalid sepia, procured from the heads,the control valves shall be opened and felt head of water used to flush out Q+ Owner's Authorized Representative. All work shall be In waterproof India 6) All fittings shall bear the manufacturer's name or trademark,material designation, 3.01 Observation of Site Conditions the system. � ^ �F�> ink and lied to them law a technical en made ear- regsl for use on size, applicable I.PS. schedule and NSF Beat of approval. V applied y � P p y A. All scaled dimensions are approximate- The Contractor shall check grid verify all size 2) Sprinkler heads shall be installed only after flushing of the system has been a �---i mylar material. Such pen shall be similar to those manufactured by G. PVG Non-Pressure Lateral Line Piping and Flttt dimensions and receive approval from the Owner's Authorized Representative prior to accomplished to the c leta satisfaction of the Owner's Authorized W W R ido h,Kveffeil 4 Esser,or Faber Castel]. The dimensions shall be g s °mP NOTE: � gi'� proceeding with work under this Section. Representative. �-1 made go as to be easily readable even on the final controller chart. 1) Non-pressure buried lateral line shall be PVC, Glass 200 with solvent-weld >' 4 The original m lar "record drawing" plan shall be submitted to p piping WHEN WATER SUPPLY 15 FROM A RECLAIMED SOURCE, ALL IRRIGATION COMPONENTS W y p Dints in {anted areas. PVC e for Irrigation tens serviced from the B. Exercise extreme core. in excavating and works near existing utilities. The Contractor J. Sprinkler Heads: the Owner's Authorized Representative fora royal of prior to fabricating J P pipe- ga5P MUST COMPLY WITH STATE AND LOCAL REGULATIONS WITH RE6AIX2D5 TO RECLAIMED PP p '� local water agency's domestic water system shall be white in color. shall be, responsible for damages to utilities whir- are caused by his operations or neglect. l the controller Chart. PVC pipe for irrigation systems serviced from the golf course reclaimed water '-heck existing utilities drawings for existing utility locations. 1) Install the sprinkler heads as designated on the Draw!rigs. Sprinkler heads to be WATER USE. 5) The Contractor shall dimension from two (2)permanent points of reference, system shall be purple in color. Refer to irrigation plans for additional information. installed in this work shall be equivalent in all respects to those itemized. � O P p G. Coordinate installation of sprinkler irrigation materials incltxiirig pipe,so there shall be NO building corners,sidewalk or road intersections,etc.,the location of the 2) Pipe shall be made from NSF roved, Type I,Grade 11,1�VG compound interference with utilities or other construction or difficulty in planting trees,shrubs,and 2) Spacing of heads shall not exceed the maximum indicated on the Drawin In no � ��Avis; O rTj following items: p round Covers. g g'' -___,______1 '_a___, h+-i conforming to A5TM resin specification DIlS4. All pipe crust meet requirements 9 cage shall the spacing exceed the maximum recommended by the manufacturer. xj get forth in Federal Specification P5-22--T0 with an appropriate standard dimension a. Connection to existing water fines. ratio. D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed 3) All sprinkler heads shall be get perpendicular to finish grade of the area to be b. Connection to existing electrical owes. before starting work on the irrigation system. irrigated unless otherwise designated on the plans_ 9 P 3) Except as noted to par aphg i and 2 of Section 2G,all requirements for non pressure lateral line piping and fit it s shall be the some as for the solvent-weld 3.04 Temporary Repairs ruQ- _-- ___ DEPARTMENT ,~/ c. 13a11 valves. pressure main line pipe and fittings as get forth in Section 26 of these 3.02 Preparation p y p ____ CITY OF PALM DESERT W specifications. The Owner's, Authorized Representative reserves the right to make temporary repairs as necessary PI d. Routing of sprinkler pressure lines (dimensions max. 100'along A. stool Layout: p � p y p y D. Brass and Pipe Fittings: ay° to keep the irrigation system equipment in operating condition. The exercise of this right by the F"� routine. Owner's Authorized Representative shall not relieve the Contractor of his responsibiiitles under A C�( I) Where indicated on the drawings,use real brass screwed pipe conforming to Federal 1) Prior to installation,the Contractor shall stake out all pressure supply lines,routing the terms of the guarantee as herein specified. �� ))� �j JI U RT e. Electric control valves. Specification #HW-P-351. and location of sprinkler heads. f. Routing of control wiring. 2) Fittings shall be red brass conforming Federal Specification #WW-P-351. 2) All layout shall be reviewed by the Owner's Authorized Representative prior to DIAL ,,,�,�,ai� Installation. BEFORE DAYS SIMM E North g. Quick coupling valves. YOU DIG E. Copper Pipe Fittings: TOLL FREE "00-727-2600 h. Other related equipment as, directed the Owner's Authorized A PUBLIC SERVICE BY Representative. 1) Pipe: Type K,hard tempered B. Hater Supply: UNDERGROUND SERVICEALEU 2) Fittings: wrou t copper, solder joint type 1) The irrigation system shall be connected to water supply point(g) of connection as 9 gh �P J yp Job No. indicated on the Drawings. These plans have been reviewed* by the Coachella Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8. Section 3) Joints shall be soldered with silver Bolder,45% silver, 15% copper, 16%zinc,24% 65597 et seq. requiring efficient landscape and irrigation design in cooperation cadmium,solidus at 11251� and li vies at 1145yb F. 2) Connections shall be made at the approximate location(s) shown on the Drawings. with the local governing agency yy(City or County). 7�24- q The Contractor' is responsible for minor changes caused by actual site conditions. Appro*Approval als of(this drawing of this wby CVWD Staff Sdoes taff dnot constituteoes not approtute l to approval to / G 1 encroach into district and USBR Rights-of-Way. Trees, plants, wails and permanent structures of any kind may not be planted or installed in CVWD and t/SBR easements or right-of-way without first obtaining on encroachement permit from CVWD. Sheet No. Date Water Management Supervisor L3.2 Development Services Supervisor of m mx it 31 32 33 34 35 37 ad 1 GHR G HO\/LE1' LANE 3 BT ' O " pG DW 4 G2 4 FM 3N G5 I6' IO' a �L D6 a B17:3 a GHR Li 3 u F3 ip 24tt f 5 3W HP GA I O' 1 4R i LMP 2 1 W C7 GN IO, i2 2 12 P�X( W YNi 2' BTF " YP GtJ ° GNR YP GAu 24u BTF LLR 14' GN I6' 10' G m r O L I2 14 GN 3 3 3 2 1 2 3 I I AAN YP 2 3 3 2 2 I 1 e 2 3 d)j 21 IJW BTF GLJ I 0BTF 4 3 2 3 I 3 I w <a i � TEE���� :J=1 1 DSI:�_= 7T7 Cgp�, 9� zoos Z o A Q * SJ V Date A ��qTF OF CA��F���\� ■ 38 39 40 41 42 43 44 1 O WH 12 3 L H O Y L E� LANE � GLJ 3 G DG DW GN GA FIP LMP PFL LMP 2 3 2 1 3 - TT I BTU 3 14t 3 2 i2' I 3 14' 3 5 3 24" 36" " 2 2 " 3 5 " I3 ■ +12 Ir1 +IS' O e • ° �� O° t12, _.. �. �yy a 'a ° �� / / O O -� +�j J e 6' ' " YP 24" GN i2' 63 3ND6 Lim 2 22jp�24 5 2 5 G GLJ 4 DW � G 2 3 GA Bj r 3 2 I ■ F IIU M:Erj=TTTjja]_j AG H 73 A B O U B G ■ 46 47 48 49 50 51 1 IN PFL \, j� � L3 2 TT 24° F2 M � i L44 GFN2 HP G H O X L E Y LANE G I 3 � G LMP DW f'FL 24" GAP w- 3 LMP Bg I3 � NP( ■ a a� O " 6 I6' IO' S I i IO 16' I 4 I2 '� 3 1 2 n 5 24a I6 I E-t c (� o ,( 1 t BTi i WJ _j2' I HP YP DW BTF GN CW CU MP 56" L4aJ 36" YIPCIOGLJ YP 2 2 2 �, 3 3 4 5 2 BTF I LMP 3N 3 GLJ .. WH 3 i Yp I YP 2 3 WH 5 1 >~ BTf 4 3 2 I I o 2 � 1 ■ 6 aaaaa ' H i � m i. tL FM15H biRADE Q 1301I DER NOTES F t`I APPLY STAIN A MMIMLM OF 1. Boulders are specifled In tons,with a ail*yard betrj equal to I.l tlT lip 6'13ELON FMSN GRADE tons as per Wormatbn received From Desert Rock a`uppk} Iq—f 2. Install is to be resporeble to�ary severe ahippkg or ALL CAVITIETO MIRIs Arm vans damage to boulders laced the p Pr from a Le.I SLOPED GRADE ARE TO BBR1m 3. Boulders ere to at placed usYrg cables from a Loader Boon or a Boulder Placeflierd BOOM 4. Installer 5 to pad pttaukr atterdlon to how boulder 15 lifted to 1 I q palllloow boulder to Fie spun h order to set launder•h its most desirable HOVLEY LANE EAST SYMBOL 51 ZE QUANTITY 1 F1r851f r 5. Cll�5 to uMmaey be set to a mhfta of 113 boded(see DetaW. ! ! �— b- All cavales and volds near the bottom of the boulder are to be PLANT LEGEND _ y set below fiilsh ,A. - rTl r t r — 1. After set soil 5 to be cleared from boulder to a of b'to CiTt'CF?,nLr'CESciiT 1 4 =_it3LiC.sGAi<S DEPARTMENT A 3 x4 x2 ± 1-1/2 tone, 5G1 ru=� —I APPLY STAIN A MMiM.M OF allow for of boulder below finish c-ae. _ -- -'o ° o _( Itlll lllll lllgl�b'BELOM FINSN GRADE 8- alp Is be washed ales,of dirt,debris,and small d"and TREES ArcENTS r i + q. Stain 5 to be a tahtrtg. oved the L B 2 x3 x2 3/4 ton 67 LEVEL GRADE ALL CAVITIES AND VOIDS 4 Qt�!°9a*� bJ SYM, tut•€ WATER U5ACE 5YM, NAM size WATER IISA6E NOTE: ARE TO E TRIED AraMtect aid tested an the sane Ltye of rock to achieve a �1 standa"d mixture ratio. AAN Ac rla onriu•a BTF ilea'T le FYe• s I BOULDE1ET M GLU57ER5 ARE 2 BOU9°Y1v e^P 9a• 2 '-` T i••t --- G 3'x I'x2' ± I/2 ton 62 TO BE SET AT VARIED NEi6M5 �. �^^�'e Is to ��a'r"on all boulders to w� g ,l� GOmSk'tBmLy ^""Ix'aJ- L f'Mlrecebbun flexiwlve 35 GAP L•aesolpin pukhemirm 5 gal. y of o D 2'x2'x i' + (/`� ton 4rj A TYPICAL BOULDER PLACEMENT Taxes � „�z �� Paradise iara 5 gal. TT 35 + 'aloe parviF 2 PALM TREE PLANTii�trOTES M E .0 TlIm Tree pe�rdna gal ���t�yam, YP Red Y�Yucca 5 NOTES: PLANTING NOTES I. Palms shall be planted using established plant"procedures. Refer to cdvornw Fan Palm Wie SHRUB SYMBOLS palm tree planting detail. � , - - o I. La Gresta to be Selected prior to construction. 2. Palm tree root balls shall be trimmed or cut to ensure recovery from O 1. Before any plants are planted,all plaited areas ore to have been graded transplanting shock. SYM. NAtfE SIZE WATERV5AGE in an ac table maneir to assure ositive dro er the ad notes. 3. Palm trees must be in a heal condition at time of delivery. Palm LA CRESTA F•t••l ^ 2. Per Git of Palm Desert, contractor to allow for maximum 12" �►' �' 3 tn9 ! ry h+1 2. Plant shrubs a minimum of 30'from all andscape Tight fi es. trees determined IRineal or d at time of de1N or installation G ys°ct>nk'"e nu"° 5 g°I 2 vertical exposure of all boulders in median. 3. More circumstances permit,plant no tree closer t(,a,5'to an a of vanmthn vide- I crests vcrledy 2°deep nu order m4 sinus r�d pavng or headerboPcrd. P shall rejected by contractor and replaced by subcontractor at his cL� cdlstemon vbMalb title John' S gal 2 0 Elm)�i"to i•:(2/3)r to 3' t bruAs 4. Remove all stakes from vines 4. All palms shall be cleowd of excessive dead and ragged fronds or frond CN �e o lt' �'5 t 2 NOTE: o 5. Whenever possible,use plant materials acclimated to the Coachella valley. stubble- Out fronds should be cut to a maximum length of 6"• Oval LeaGarala All planted areas not specified as cobble to receive- 6- Landscape contractor when 11n ulnas is to use a drill to establlsh the 5. Galled out heights of palms shall be THE HEIGHT FROM TOP OF ROOT BALL ob oal� 5 l 2 31W decomposed granite compacted depth of 2" pilot hole to receive the red-head portion of the molly. TO BOTTOM OF LIVE FRONDS. Trai Indigo g° p 9 p p o r - T. WARNIN6 Plant material listed or not have been ovod 6. Palm trees to be properly watered in and soils properly tamped around the after Wetting, rolling or tamping. Color to be Desert _ may s root balls when planting,leaving no void of soil around root bails. °W nosiff spp��' 5gal 2 6old or California Gold lino Agricultural Commissioner's office. Landscape eontracta",please p n9- ^9 Desert o ---- - contact the developer for status of icultural Commissioner's oval T. Palm trees shall be planted vertically,unless noted otherwise.oPe �Pr 8. Trunks should be r with frond bases still secure) attached. LLR Texa°Pt ang logmanlae w°a°o' s gal 35or denial. Plant material not a of All pl with terianttne Igws may be y texas Eyo destr d and civil cwtton token. All Tart material 15 sub act to 4. Trunks may not be Ily skinned unless noted to do so. fir ��� o - inspection at the discretion of the kulturat Commissioner's office. 10 Ga a should be exorcised in the cabling during transport and planting so as LMP n monteviden"s'rronng Purple' S gal 5 v Q - - All lout malarial must be free from T2ad Scale(Aonldlolia ourantli). not to damage or loosen bark 8. No shrubs are to be planted within 3b"of ha-dcape,measured from center H. 5evero cracking or holds in the basal trunk area will not be acceptable. LMr LLarta�m rnordevlderSW Y�akf 5 9ai s of shrub. 12. One Initial watering will be performed by subcontractor. Basin will be left DIAL nvowawarwa n on each palm so subsequent watering can be performed by others. Basin BEFORE DAY � North is to be removed during finish grading. NOTE: YOU DIG YOU �O 13. Subcontractor to untie frond tops(60)days after planting unless otherwise instructed All trees that are brought in from TOLL FREE 1-800-227-2600 0 14. WashirVnio robusto trunks are to have a minimum diameter of 14"measured J A PUBLIC SERVICE BY 0 4'hic on trunk above finish grade. Arizona or other states are to be U uND SERVICE ALERT o D - Inspected by Agricultural Dept. prior to - o NOTE: planting. Contractor is to call for Job No. O e - NO PALM TREE SHALL BE OUT OF THE ORIGINAL&ROUND FOR MORE THAN inspection. These plans have been reviewed* by the Coachella Water District in (46)HOURS PRIOR TO RELOCATION AND PLANTING. accordance with Water Code Title 7, Division 1, Chapter 3. Article 10.8, Section 65597 et seG requir ng efficient landscape and irrigation design in cooperation with the focal governing agency Cityy or County). 702 A *Approval of this drawing t �Mf) Staff does not constitute approval to 24 1 Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USER Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtaining on encroachement O 20 40 S0 permit from CVWD. Sheet Na. ' - Date _ _ &RAPH 1 G 50AL� Water Management upervisor T 4. 1 FRED WARING I" s 20'-O'� Development Services Supervisor L of i D M Q >JA 1 a52 O � Z 53 wLMP BTF 55 56 5,81 ■ O y y 4 I 3 3 BTF �f®\/LEY LANE LA 1 W W P. I. G i BTF MP 5 2 2 2 c CIO 4a u 2 5 12' 16' 71- YP GI GF� Cu GN 10' BTF I 5 3 1 ^ 2 Ltd 4 { �y 3 ■ LANDS�gA� CcSiw-ft e Ll■ * M * 87 lj� 1 ��9TF OF C N ■ G D 59 60 61 6264 j5fO I G L GLJ G ® Y ICY l�T IN B 12 s 1 4 24° 2 I 3 " 24° ib' P " O a ^ low � ~ MM 2 YP 10 BrF Gr+ G LW 2 2 3 3 5 DW I 3 3 I 1 PFL 5 YP W BTF 2 LhA' 2 3 91 BiF 4 3 GS I C/1 2 z I U o - D co E 66 67 68 69 70 71 M b G tIP 36" PFL W 1 � 2 3 YP M 0 2 I " 3 B� �P 1 Y1, E- BrF HOVLEY LANE ►w 3 H 24" 36 24" s 5 36" s I " 2 1 14 Ib' s _ 12' 2 24" 5 B2 cry YP »6 ■ GI " 2 1 YF (b' �1 g1 YP 5 DW T? I 3 3 p5 5 2 o 1�LR']la 3 D6 s~ a a a a a {� 4 ai a7 R. = AOA LL F HOVLEY LANE EAST - - � wz � _ a as ~o o w Q a - _ Dg - - _ > Z 0 0 XT BEFORE North o — O DIAL o _ u — YOU DIG rao�c TOLL FREEt-8g0.227-26M A PUBLIC SMVILE BY O UNDERGROUND5H241LEAlHif � wa 0 These plans have been reviewed* by the Coachella Water District in No- _ 7 Job No. accordance with Water Cotle TRIe Division t, Chapter 3,Article,10.8. Section 65597 et xy requiring efficient landscape and rhaptt%n design m cooperation with the local governing agency (City or County) 17024-1 Approval of this drawing by ZVWD Staff does not constitute approval to • �r— Approval of this drawing by t.YWD Staff does not constitute approval to encroach'nto district and U5BR Rights—of—Way.Trees, plants, oils and permanent structures of any kind may not be Planted or installed in CVWD and USER easements or right—of—way without first obtaining an emmochement 0 7 - - — O 20 40 SO permit from CVWD. _ — — D47e Sheet No. -- GRAPHIC SCALE Water Management Supervisor FRED WAKING `r . = 20,_Ou Development Services Supervisor of L/ I m� �M chi n c� z 73 74 75 76 77 78 " C4 — N M . n HOVLEY LANE ` G� H m� P LMP 2 rn l GAP 3 5 pyy I HP 3 B! 52 � 2GW LMP HP YP HP 3 „ Gfif2 n 1'FL I „ AAN 3 W m¢ G4 I PFL n 7T „ 24„ 24„ I YP 16 3 3 I „ I 36 5 36 3 3b 3 24" m O �m IL 1 36" 2411 2 36" LMP $ $ 24 uW YP GLJ 10' `V 14 3 BTP LMP BTF I GHR 36 G3 GA �2 VC HP GAP GW YP YP 4 2 L w ■ I 5 2 GNR DW YP 3 YP 3 3 I B7i 2 3 y� 1 2 YP 5 LLR 3 I BT 3 LR I 3 I f 2 2 B2 V1 •w -w O �pNCISCgpF p t i Upi es►�h 2M Z y� o r� H ' H * y s Date ' 26 qTF of IN Foy C 28 � 29 30 31 t 01 uu ! I - p4 � G HOVLE" ` LANE 3 3 f 2 I DG G O' N Y I61 2 YI 4 I f6' BTF 0 O �2 10' 14' W Ltd 1 2' DYV GAP YP LMP DW DG w 3 3 1 3 5 w w V4H Gf�R 2 4 •w .w OASIS Cam/ OUNTR)/ GLUE332 la 0 G H cz; a Q Q Q a ■ 85 86 87 88 89 ■ „ m I GLJ G1 W 5 PFL o HOVLE1 14' LANE 36"5 I P1=L 2 LMP ' 3 3 3 1 _ 12' HOVLE'Y LANE EAST w LMP IO' B2 L3 ' YP p�,i YP O •w oI ITTT ! Z Ey W ►-� RE .._. E O ���NT GLUBASIS a f�'n�n'V o o , " O .01 DIAL "WINORNNG - ^ BEFORE DAY YOU DIG North NO YOU DIG YW DIG 0 TOLL FREE 1-800-227-2600 0 O A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT D o O - o p� .B These plans have been reviewed- by the Coachella Water District in Job No. accordance with Water Code Title 7, Division 1, Chapter 3, Article 70.6, Section 65597 et seq. requiring efficient scope and irrigation design in cooperation a _ — _ with the local governing agency (City or County). �O/'� A *Approval o this drawing by GV D Staff does not constitute approval to GL.'. Approval of this drawing by CVWD Staff does not constitute approval to o �r permanent encroach into district and USBi Rights—of—Way. Trees, plants, walls and permanent structures of any kind may not be planted or irtstolled in CVWO and USBR easements or rn.ght—of—woy without first obtaining an encroachement 0 20 40 b0 permit from CVWD. Date Sheet No. C��?��'t�I G 5G}�L� Water Management Supervisor L4.3 FRED WAKING 1 II = 201-011 Development services Supervisor of a o ew NOTE: NATIVE 501L M1LC4-4 •IN TURF AREAS LEAVE A BARE AREA C9 PER PLANS. APPROX.4'AWAY FROM TREE BASE \ IN ALL DIRECTION5 FOR PLANT PIT SIZE REFER F* - Z To SPECS. PLANTING NOTES & APPROVAL PROCEDURES \ \ BACKFILL MIXTURE \ TO BE NATIVE 501L ONLY t+ ROOT BALL. i4ko W \ \ CMCH TIES(2 EACH)DO NOT OVER TIGHTEN,ALLOW TREE TO LAND5�CAPE ARCHITECT WILL WORK WITH LANDSCAPE CONTRACTOR TO ESTABLISH G BACKFILL MIXTURE MOVE 50MEWHAT TO BUILD DESIRED PLANTING C+VJ ACTT=R OF EACH OF THE DIFFERENT LANDSCAPE m TO BE NATIVE SOIL ONLY n CALIPER ,WHEN FIRST LAYED OUT. C49WIRED PLANTING WILL SE LAYED OUT BY d \ LANDSCAPE CONTRACTOR AND APPROVAL OBTAINED BY PERIODIC 51TE VISIT5 BY :n LANDSCAPE ARCHITECT. I-ANDSLAPE CONTRACTOR SHALL BE WILLING TO WORK WITH THE LANDSCAPE I ``--211Y�LODGE POLE PINE ARCHITECT IF GHAWE5 TO THE PLANT PALETTE ARE NECESSARY TO ACHIEVE TREE STAKE(2 EACH) GENERAL NOTES •THE LAND51-AM CONTRACTOR 5 TO PROVIDE A LIST OF SUPPLIERS FOR PLANT DEPRESSED WATERIN6 BASIN MATERIAL.ALL TREES AND PLANT MATERIALS TO BE APPROVED BY LANDSCAPE FROM TURF AREAS ARCHITECT AT TIME OF DELIVERY TO THE JOB SITE.THE CONTRACTOR 15 TO pNDSC 3 FINISH6RADINS. NOTIFY THE LANDSCAPE ARCHITECT 46 HOURS PROIR TO SHIPMENT ARRIVAL TO �- �p�` 5GHEDME THE MATERIAL REVIEW. ALL TREE LOCATIONS ARE TO 13E STAKED IN THE FIELD BY LANDSCAPE ARCHITECT. ETwes Yad�zoos Z y FINISH GRADE o FINISH GRADE •LANDSCAPE CONTRACTOR 15 TO NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 3:1 MAX.SLOPE HOUR. PRIOR TO 5TAKIN6.THE LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR -t n 111111=Iillll Illlllllllll_ DESIRED CHARACTER. Q ewe —' WA1RR�BASIN MAINTAINING THE STAKES UNTIL ALL TREES ARE PLANTED AND VERIFIED BY * J gill= BAGKFILL MIX PER SPECS. •LANDSCAPE ARCHITECT =lllll IgNi� IIIUI= =11 ALL TREES AND PLANT MATERIAL ARE TO CONFORM TO THE DETAILS AND 9T CF CAL�F� SPECIFICATIONS OUTLINED IN THE PLANTING DETAILS(SHEET L5.0 AND PLANTING SPECIFICATIONS(SHEET L5.2)OF THE CON5TRULTION PACKAGE. COMPACTED SI1B SRO'pE' G I I = I II .ALL TREES ARE TO BE SELECTED BY LANDSCAPE ARCHITECT. GALL TO OBTAIN =1lll UNDISTURBED NATIVE SOIL A COPY TAC,LIST. TO BE A MIXTURE �ANY PLANT MATER THE IAL THAT 15 REJECTED SHALL BE REPLACED IMMEDIATELY AND TO BE NATIVE SOIL ONLY FOR PLANT PIT 5IZE REFER THE REJECTED MATERIAL 15 TO BE REMOVED FORM THE JOBSITE. 3x roac barwu, TO SPECS. LANDSCAPE CONTRACTOR TO TREAT ALL DESERT 5CAPE LANDSCAPE AREAS WHICH RELIEVE OVER5PRAY FROM GOLF COURSE IRR16ATION HEADS KITH PRE-Et,ER kW SECTION-SHRUB PLANTING (SLOPE) A TREE STAK I NCB DETAIL •HERBICIDE IMMEDIATELY PRIOR TO INSTALLATION OF THESE AREAS. SCALE: N.T.5. SCALE: NT5 V a h z o V s DEPRE55ED WATERIN6 BA5IN TO REMAIN DURING PLANT ESTABLISHMENT PERIOD. NOTES PALM TREE TRUNK BACKFILL MIX PER 5FW5. IN TURF AREAS LEAVE A BARE AREA �^t APPROX.4'AWAY FROM TREE BASE DEPRESSED AATERM BASIN FIfllSH GRADE / 7 IN ALL DIR6GTIONS REMOVE FROM TURF AREAS •IF fECE55ARY PIPE MAY BE DURIFI6 FMM -ilpll-q�l Ilgl lllpl= WN ECTED TO A COMMON ROOTBALL IN 5RIW AREAS DRAIN OR EXTENDED DOWN INTO SHOULD BE PLANTED EXPOSING Oil � AN AWERED HOLE 1't ABOVE GRADE. =q l Illq lUlil-'ALL DESERT PLANTS TO BE BAGK ED WIN WITH NATIVE 501L ONLY FINISH 6RADE Ilgll LM1511ARBED NATIVE SOIL _ Ilgl�igqlqq Iqq=lgdi= 3X root ball"tlh ROOTBALL FOR PLANT PIT SIZE REFER TO SPECS. Ilgll NOTE: UNTAWAE MATTED ROOTS BY i gql Ali —=1 !=1111q Iigq=lqN LOOSENING ALL ROOTS®E06E III I OF ROOT BALL r✓WATER FROM APPROX.3 x ROOTBALL 0 HOSE.DO NOT CRACK ROOTBALL, a a a a BAGKFILL WITH 100% NATIVE SOIL. PALM TREE PLANTING DETAIL A SHRUB PL ANTI N6 DETAIL. SCALE: N.T.S_ ti SCALE: NTS W b Q t0 0 BOULDER NOTE5 1. Boulders are,5pecified M torts,with a cubic yard being equal to I.7 tons. 2. Wtaiian is to be responsible to prevent any severe ChWk*q or damage to boulders doing the plaXITlent praoe%. 3. Boulders are to be placed using cd2les from a Loader Boom or a Boulder Placement Boom. 4. Installer is to}o particular attention to hon boulder 15 lifted to allo"boulder be spun In order to set boulder in Its most desirable 5. DoukW is to uBtmately be set to a minimum of 1/3 bu9ed(See Detail). W Z a b. All cavities and grad nett the bottom of the boulder are to be set laebn ffNsht grade. 7. After setttg,son Is,to be cleared from boulder to a depth of b'to allow for staining or boulder below finish qude w 8. Boulder Is to be washed clean of dirt,debris,and small c"and atoned to dry prior to 119 agent ^ 9. Stan,is to b3 a high oon the agent approved by the achieve ArctdeGt Ir—I standard mixture tested an the sane tlpe of rock to achieve a F standard mixture ratio. IO. 5pral"of mixture Is to be smooth and uniform on all boulders to I--1 achieve consistency throughout project. FINISH GRADE AT PLANTING ARE l R;Z�CC sV�D w r-- t-I-1 I"x2"xl2" TREX STAKE I FlwsH GRADE AT 4'-0"O.G.U5E GALV. 5HT. RO 5GREY6 TO ATTACH. _ APPLY STAIN A MINIMUM OF 1/2" x 4" TREX WOOD ,' �=t ut ••<h KS o�aARTUErvT �!! III— IIII b'BELOW FU115Hi 6RA17E t n;''V.`PAL'v9 DESERT I I Illul=111p lll1m_61g1 ALL CAVITIES AND voiDs COMPOSITE HEADERWARD SLOPED GRADE Aj;r To I311RED = _ _ = FINISH GRADE AT LAWN RoT IIIIIII-1111i11-IIIIIII — = = a k a NOrth F5H6RADE =IIIIIII-IIIIIII-IIIIIII IIIIIII-IIIIIII f�Ip1I_ —tt1II `�Y 5TAM A M�1.H OF —IIIIIII —IIIIIII T� ITV -IBM III=iil_lllll=lgll flln'�6'BELOWFMSHGRADE Ap"DSERRVCEAL t UNDERGRgAiD 573iYICEAIHtT NOTE LEVEL 6MDP ARE CAVITIES BUI p VOIDS These plans have been reviewed* by the Coachella Water District in Job No. accordance with Water Code Title 7, Division t,Chapter 3,Article 10.8.Section BOULDERS IN CLUSTERS ARE 65597 et sel. requiring efficient landscape and irrigation design in cooperation with the local govis dr agency C"tv or County). 7�^�_ TO BE SET AT VARIED HE16HT5 Approval of this drawing agency LVWD Staff does not constitute approval to L Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USER Rights—of—Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed m CVWD and USBR easements or right—of—way without first obtaining an encroachement BOULDER DETAIL S�GTI®N g H I� R B®f�RD permit frann CVWD. F Date Sheet No. Water Management Supervisor SCALE: NONE SCALE: N.T.S. L5.1 J G•1 1 Development Services Supervisor of L i GENERAL GENERAL WORK PROCEM)RES - IAI SPECIAL CONDITIONS 2,01 50115 A. Penults and 5uve45 A staxkplled Native Soil 4,01 PLAhdFING OPERATIONS PALMS The Contractor shall establish all lot Imes and restrictions. All other Ines, I. Stockpiles native soil may be available from Owner's stockpile for use in A. Planting j $ grades and levels shall be established by the subcontractor and he shall verify planting areas. Solis for turf beds are classified as'3/8 inch mWrs';soils for D. Special care shall be taken to Insure that plants in containers are adequately watered. all dimensions,Ices and odes Indicated on the d-ov The Gantractor general are ciassiF(ed as'2 inch mhos". See Contract Documents for water'for soil preparation,plating and irrigation will be furnished by owner. I. may. g• gene'• ity. age delrvery the so a mIninrrn a ry p of time elapses between s from site and shall furnish all surveys. rid paid and licby the Subcontruiredactor. or execution of the avakbiltty. E. tinder ro condRbne,will there be substitution of plants or sizes for those listed on the teacher n(other c of 3 days). Use necessary or Impair to protect palms from work shall be procured and paid for by the Subcontractor. The Subcontractor �y P weather or other conditions that would damage or Ipoir Vgor. Crows and rootals ' shall give all notices,call for Yspectlons and comply with all laws and 2. Composition 3/6 Inch minus:Fertile,friable,well-ci akn d soil of uniform accompanying per,except with the express written consent on the Landscape Architect. should be protected from Bun ad reflected Heat•avoid starting on paved surfaces. ordinances Lisa-ing an the work. a0.uality;free of material larger than 3/8"diameter,sticks,planter,concrete,oils, Covering motional,such as 90%shade cloth or bricp,should permit air movement;do not a c heemicas,and other deleterious materials. F. Gataier stock shall have gown In the containers in which delivered for d toast six use plastic or rubberized tarpaulins. water rootbols lightly as required da'd^9 hot monthhs,but not over two list prove ro rootbound condition exist. No B. Contractor's Responsibilities yet' es m pn' weather. Do not stack palms. j 3. Canpositlon 2(winch micas:Fertile,friable,well-droned soil of uniform quality; container plants that have cracked or broken balls of earth fdnen taken from container shall The Subcontractor shall give efficient supervision to the work,using his best free of material larger that 2'diameter,sticks,plaster,concrete,oils,chernic-als be panted except upon special approval by Landscape Architect. 2. Measure and record brown trunk height on a tag firmly attached to each tree. These skill and attention. When absent from the lob,he,stall cPPo1rt a supervisor and other deleterious materials. tags are to remain on the tree until approved by the Owner's Representative to remove 4 capable of discussing minor'matters within the Contractor on the site- He snail G. Field dug plants may be used only ff speciFically approved h wrng by the Lw�dscape carefully study ad compare all errsdraw",he Contractor and other instructions 4. Ana":If soil thrs not been tested,obtain an agricultural sutdbility and Architect prior to isordorimay g. Uses otherwise authorized,field dug plants will be for the work. work indicated h a manner wYhicth would make it difficult to chemical era s of the soil from FbrtkulGre C.asultants,Inc,or other harvested with a two step method,in which the four sides are cut ad box sides installed 3 - - Arty 1pr Proposed 5egeapte palms by height as,they are delivered to the site. produce first class work or any discrepancies or conflict which appear between consultant approved by Owner. Gust of testing will be pail for by the Contractor. for a mInhman of Four(4)months during the growth season prior to digging and boxing u draw and specifications and total ordhaoes or restrictions shall be referred is to Include: the bottom- spray field dug trees►�medatet ly prior to boxing the bottom with rntl- 4. Do not bind or lift rOpl- to eCC.ord victor for interpretation or correction before proceed"with work. �� desslcort. Ensure adequate coverage to trunks,branches and foliage. a mhhumn of 4"wide. 5c rrPagc�ed by inaope,Hireppropriate or ��I,use only nylon or fabric Replacement Any alleged extra shall be presumed to be pat a the Contract without a. Element Archlyss:Nitrate Nitrogen,Phosphorus,Potassium,Calcium, uhacceptcble by the Lancsc�Architect wid�Pl Prca�rejection�of and a Replacement additional charge unless certified by Contractor. Magnestim,Sulfur,sodium,Zinc,Iron,Copper,Mango lie,Boron,free I. Palms:Shall conform to the following guidelines unless specifically approved in kvfthg by will be at the experee of the Contractor. line. the Owner's Representative.: j G. Hkiden Obstacles 5. Prepare proper size plant pit and test for drainage as described previously. b. Otter:pH factor,%base saturation,electrical condnctMty,mechanical 1. Strahcght-tru iced with naxhuan variation of 6'. Curvatures will be reviewed Prior to cvttig into the soil,the Subcontractor shall locate all cables,conduits, am",%of organic content,cation exchange capacity(G.E.G). on an Individal bolls;gradual curvatures over the length of trunk ore in general 6. Backfilitgr Tanip moistened sad backflll at bottom of hale to compact. Insert tree sewers,septic tanks and such other utilities as are commonly encanter-ed more acceptable than short berck. and backflll palm pit with clean washed concrete sad as shown on the Drat j underground and he shall take proper precaution as not to damage or disturb c. Recommendations:Type and quantity a additives required to establish continuously adjust palm to err,"a plumb and securely planted condition. Solidly such Improvements. if a Conflict exists between such obstactes ad the satisfactory pH factor ad supply of nutrients to bring topsoil to 2. when specified,uniformly skiiied with the some skinning tool prior to pla ting compact sad crowd the upper ball and patios of boxed trunk while backfillhg. Jet proposed work.he shall promptly notify the Contractor who wail arage for satisfactory level for plating. to a height of 5'Faelav the base of the petiole of the green frond that s locate,an send backfill as required to remove air pockets. Leave basis around each tree unless � relocation. Subcontractor will proceed In the sane manner if rock layers or any near as possible,to a 45 degree angle from the top center of the tree. Pains that otherwise directedd by Landscape Architect. coordinate Installation of Irrtgaton sleeves, other condition encountered underground makes charges advsrble. 5. If required,the Owrer's stockpiled soil will be amended;this work is not in the have lost their residual petioles higher than the 5'mark may not be accepted. etc.with planting gperatlos, x contract and the Contractor will not be compensated for it on a Tine and D. Fined lnspectbn Materials bass. Rates for tabor and equil rnent will be charged occor'dhg to the 3. Free of scarring on trunks. T. water tmmmedateiuy and continuously as required to errure optimum soil moisture Construction Agreement. levels. 5011 mastWe levels below grade to be checked regularly with soil probe or other I"completion of work in its entirety,subcontractor shall not g the 4. Freshly collected;pa that have brown ed out fronds will rot be accepted. approved method.. ' Contractor who will arrange for that Inspection at rdtich time,the 5utx re ins tractor B- Imported Soli j shall be present. Any assumed!or existing varlarwo or omission shall be noted 5. Rootbalis conFormtg to Industry standard size and capable of supporting trees 8. 5takig of pale is not permitted without arbor lzcttlon of the Owner's Representative. J {{j at this time,and the subcontractor shall stipulate when and how he will rectify 1. Gohpositbn:To match or exceed in quality the 3/8'minus restive soli,as without additional bracing;free of roxbvs or i vcsKee weeds. If stakig s permitted,stakes will be of sinit r size and stated In a color approved by said variance. when these charges,it any,have been varied out and the areas determined by analysis described. Submit test results to D,wher''s Representative Owner's Representative;cost of stakFg palms is not pat of to work and will be cowed of wok cleared,the Job shall be considered completed and the General and Landscape Architect prior to ordering material. 3fJ5 � fly by a change Order. Contract executed. 2. Sample:Deliver ore Fait cubic foot sample of proposed Import loll to A. site P . Untying Fronds: The strip tying the fronds should,In general,be out 45-b0 days after E. Responsibility for workmashlp Landscape Architect for approval. Owner reserves the right to reject soil delivered r anon 9platting during the hot morthe and after 90 days during the winter months- Coordinate to the site that does not meet the approved test results awl/or the 5pecfffcattos. with Owner's Representative and palm supplier prior to untying fronds. Do not trim the Neither completion of the job nor that payment shall relieve tie subcontractor 1. Examine subgrade and verify cord@.ors under which work will be perfumed. Notify palms for 30 days after untying them. OF responsibility for guaranteed stated In the Contract,or of responsibility for Owner's Representative if tore Is a discrepancy between site conditions and Contract faulty materials or poor workmaship. The subcontractor shall promptly G. Said Backfill for Palm Trees Documents. 10. Exercise extreme cation when prmkx3 If any,s performed to prevent spread of remedy any defects which occur'du-thq the guarantee period. Notice oT vascular diseases, Dip Pruning tools h a sterilizing agent before pruning and before observed defects will be forwrrded to the Subcontractor by the Contractor in 1. Glean washed concrete sad from a source approved N the Ower's Representative. 2. Do not begin soft preparation and planting until all work such as header installation, moving from one palm to anther. duplicate. Subcontractor will return one(1)copy of the Contractor,noting walks,paving,concrete work,electrical except for fixture location,fencing except 2. Ghsrriliad Properties Saturation Extract Method): Hhere access s nere thereon what action was taken. All questions raising under tins article shall be °P� �y slay,drainage rack,gas the Installation,Irrigation work,and 11. Contractor Is to carefully coordinate wdth Owner's Representative to locate pains decided by the Contractor. any other work required under pins ad speciticatbrs gaud plating area,is within palm graves so Uot variation In brown trunk height is gradicited across the roves 1 a. 5olble 5alts6alInity:Maximum 35 mllhhos/centimeter at 25 degrees completed ad approved. Specimen trees twenty(20)inch,and larger box sizes or or Ines of pains. in a grove with similar height pals,the maximum brown truck height F. Termination of Contract centigrade. palm trees are exempt from this rule where access might be restricted by construction variation in ad jacarnt palms s 12°. Goardtate with Owner's t2epresentdNe to adjust phases of ladscapig or butidhg. All plants and pklMig shall be continually pains with acceptae trunk curvature rd tat usual impact Is minhlzed. The Contractor reserves the right to terminate the Contract If In his reasonable b. Boron:Maximum concentration of 1.0 ppm. maintained by the Ladscape Subcontractor. opinion the sutxemunerat s not performing to Contract as f termination. C. Sodium on Rate(SAW:Maxtnm 6.0. 4. Soil Preparation:Do not commence lant work low to completion and acceptance 5.01 GROIMDGi2 Contractor will remunerate Subcontractor for work to date of termtatlon. of oil preparation. P In9 Pr omP Pie 6. Irsha•anae 3.01 QUALITY A5r.>iJRANGE s. Ircgdbn: commence not plating work prow to Installation and acaaptarz of A. Planting Subcontractor as well as his Subcontractors,shall not commence work prior to A. witfi feder'ai,state and local l>ws r tion far lant dsece ad Irrigation system,unless approved In writing by Owner's Representative. C'Oryp� erNring�c P I. Ground cover plants shall have been grown in flats and stall renoIn In those fiats until obtahhg the necessary ieur awe policies outlined In the Construction Agreement. hfestdiors. Inspection certfflcat�required by state law shall accompany each shipment time for transplanting. At time of transplanting the f i toll shall contain sufficient These policies shall be maintained durig the life of the of pints and deliver certificates to the Owner. Inspections ore to be performed in the b. geed before and drring preliminary gr- and finish Tooling. All weed and grasses asp ing• Contract and should be produced to the Gerer'al Subcontractor upon request. state of orgth. dug by moisture so that the soil does not fall a' when lift plants from the flat. Each cant shall be out the roots and removed Frans Site shall be maintained and remain � P weed free until turnover to the Owner's Authorized Representative- shall be Planted with it's proportionate amount of the flat soil In a roarer that wiil insure a minhrum of disturbance to the root system- u H. Compliance with Building Codes B. Transport plaint materials in enclosed or toped vehicles to minimize damage from aid. '. Layout and Staking:Lay out plants at locations shown an Draw". Use sleet sired Ali work under this Contract shall comply with all laws,ordhaices,and G. All plants shall be true to now ad one of each lot shalt be tagged with the none and size flags,trol coded for each species of plants,or set plants in containers on grade. stake 2. Crowd pgt}ent pins wiper plants shall not be allowed to dry out before or while being planted. regulations cpptoabte. of the plants In accordance with the stordar'ds of prattle recommended by the Annerkan not be accepted. Association of 'n' 3. 6r'oud covers shall be planted sufficient to cover all roots and as I. Interpretation of ihaaigs and Documents - 8. Right s reserved to refuse an site review at any time If,In the opinion of the Landscape P sufficiently deep spaced D. Shipments of pints will be carefully Inspected by the Owner ad/or Landscape Architect Architect,an Insufficient quantity of plants Is provkied. Landscape Architect reserves SpeUfied in 9r Cover list an landscape plan. 1. should a Subcontractor find discrepancies In,or omission from the at the Ste at the time of off-loading trucks to verify compliance with the above shipping the ri fit to Interchange or adjust the locatlas of plots prior to plrtmg. 4. Install In real,evenly spaced rows in triangular dP'ht,or as shown in the Drawings, j d shall t once Ito or should arc t debt I to then meanie, recuirenherds. 9. for lab Use bacQoe,or hand work to tree 5c rif to shall d once notify thine Landscape Architect,od trrredtateiy F�tuprtent d199109 p pKt: dig pits. y confirm same In wring. E. Shbstituttae of plant materials will not by permitted unless authorized h writing by sides of the tree pit after excavation(see belowt). Do not use an axe'or tree spade. Landscape Architect. If proof 6 submitted that plant specified is not obtatrhdNe,a 10. Gontaherized Plaint Plts:Excavate squire plant piles an follows: in 6. Haterg un :Immediately water Todrover areas after fertilizer duplication to wash , 2. Should the Subcontractor discover any points of conflict between the proposal will be considered for use OF the rerrest equivalent size or variety with fertilizer off eaves. work and any rotes,taws,or ordinances of the municipality In which the corresponding adjustment of Contract Price. p .1,111cith Depth work is to be performed,he shall notify the Landscape Architect at once - Trees� Box +24' Box+O' water shall be appliedPlat phallbe as conditions maydiatel h after k ant". After first a healthy� and i madiaateiy confirm sane h writing. F. special core shall be taken to insure that plants h containers are adequately watered. B t$ Raotlaall a 18' t2ootball r D' the plants Hater for soil preparation,plating and irrigation will be furnished by owner'. Palms Ro tballl+24' Rootboll+O° and vigorous grow"condition until completion of the contract. 3. should the Contractor find lt rec e,5ay to ssve a cl rlfl atbn or charge, a written Addendum will be delivered to all bidders. 6. Plats In containers specifled for shade locations are to be protected from sun prior to Gored 5hubs Can+12" Can Deep+O' punting. 4.10 PROTECTION OF PRO,EGT .f J. Addendum punting. excavated loll from protect site ad spose and/or d of an directed by Owner's H. Personnel:Employ only qualified personnel familiar with desert style badscques- Representative. A. 00 not store Materials or equipment,permit brute,or operate or park equipment under Any and all Addenda saved by the Contractor dying the time of bidding shall B. Dr Test of Plant Pis/Obstr'uctlors the branches of exsting plants to remain. m for a pa d t of the oom"specifications and C a A2 Contract Documents, d shall 3 IN5PE MI CTION5 AND 5L8TTALS Drainage be included by the Subcontractor In his proposal. 8. Provide b0iricades,fences or other barriers,as necessary at the drip the to protect existing A. The Owner's Representative reserves the right to aspect plant materials at the nursery or I. Pre-wetting of tree plat pits:FIII tree plod pits to the top with otter'within 12 hours plants to remain from damage clrtg cossstructon. 1.02 6ENERAL GONDITION5 growing grand prior to loading ad transporting- if Owner's Representative selects to of plating. Platt pits can be planted as soon as water is,completely drained. If water s inspect at the ruusery,tag all trees and representative samples of shrubs and grouhdcwer not 9oAS gone within 24 harms,do not plant and trig to the Immediate attention of the G. Protect palvermerht and other hard surfaces Fran staining by equdprrent or chemicals dung A- &znerol prior to the Inspection and arrange with the owner's Representative ten(10)days in owner and Landscape Architect. Contractor may be required to either dig a substitute storage and appik,atan. advance for the hspect(an. Such approval shall not Ipoh the^i[#tt of Inspection ad pant pit or to mitigate the existing plant pit with a draiage sunup. Substitute plant pits T 1. The terns and definitions stated In these General C.aditiors shall apply rejection d"'Ing progress of the wok and drainage sumps are not pat of the bank=services and compensation will be awarded to D. The Contractor stall ccrefuliy and continuously protect and maintain all areas Included In � to all sections a the specifications as set forth icily therein. to wit or to the contract, actor s larch areas,plant onteralsl etc.protect final acceptance of the work of test pit d-c after Notice to Proceed a completet of materials lag Owner's AUthor'I�ed Representative. ltFdn 30 damaterials to be Furthsied 2. Docunerhtattah:Submit written documentationdocumentationarage results,with as 2. The Indications on the draw"or the rectuh•ements of the specifications B. Submit wad conffirmed sources for sane. Owner reserves the right to approve or reject suppliers - and list"shall be an slows and/or,required � �PPI locations,dote ad stgature of tester. E. The mmoiterharxe foreman an the shall be a tent Ism son, b tgs binding thought eau by and subcontractors. Job cope rg speaking on the e - both 3- Obstructions:if rock caliclhe,underground construction rack,tree roots or other experienced h landscape maintenance and capcbe of dswssing natters- on tFhe job site. G. Gravel Mulch:Submit wthin 30 days Ater Notice to Proceed a one cubic foot smiple of obstructions ore encountered h the excavation of alternate locators 3. All pat of the work specified herein andl or Indicated on the piss,may specified gravel mulch to the Oraer's Representative. Pt.Pits,aoe(uf cal F. Wor'knr,an stall present a neat public in appearance rt all tires r. shad) an shall ail work be completed by separate subcontractors and lt Shan be the resporebillty may be used as directed by the Landscape Architect. Excavation of calichhe s not part of operdiais and dealings with the publa In a courteous mariner'. workman shall by fully of each subcontractor to determine the effect of their work co the the Contract price,act It authorized by the Ower's Representative,contractor wild be clothed at all thee- ; world of others. The Land5ccipe 5uAxortractor,however,is to coordinate 3A3 PRODUCT DELIVERY,sTORA6E AND HANDLING compensated for excavation pusuaht to the 5chedde of Labor and Fiuilonent Rates. the various trades order his Jurisdiction. A Preparation 3,06 PLANpN6 OPERATIONS-TREES sbR1185 AND VINES 6. Inspection 4. The Subcontractor shall perform all work In accordance with all 1. Balled and • A final Inspection shall be called at the end of Ian dons and the maintenance licable but requirements and ordinances even such trapped!B d B)Plants:Dig ad prepare liniment according to A. tladf and De-Pot" plan"°Pe" a� dl"9 �' thO1A�' the accepted inc�Lstry standcr�and h a manner that wilt not damage roots, ^9 � period for the,pupose of determining compliance with pin and specification Intent,workmashhp 0 requirements are not specificallymentioned hewer. Any work in b ahches, short and term health,and future deve Size of and clam up• Owner's Authorized Representatives shall receive written verification of ispecton 2 • lan9 lopment- 1. Moisture Level:Thor moisten raotbalis prior to to ensure son -m conflict with such requirements shall be brought to the attention of the rootball shall be co defined h the American Standard for Stock(Amer'ican � lox PlatIn9 dates,any correctlors required to wok and linos of inspected area before acceptance of General Contractor by the Subcontractor and the Subcontractor shall not Association of latest edi cohesNeress;do not plat qYy raotals. corrective work. proceed with such work without the written approval of the General specified h the COntr-aart Documents�authorized in writing the d ff ar Contractor. �crig by Iahcscape 2. Carefully remove plat from the container.r. G tin containers,other than 4.i1 6t1ARANT EES Architect. 2. cos,on two sides with the proper type of can cutter to facilitate B. Defhttios 2. Gorhtainer Grown Plats:Deliverlams In container sufficient ly rigid to hold removal of punts with a minimum of rootball d6turbdhce. Support rootball air" A. The Contractor shall guarantee all plant material(except box trees)for a period of 90 days P Installation to prevent cracking. after final e-tipn and the L Architect. All box trees shall be o < ball shape and protect root mass. tarp acceptance by � 1. Subcontractor shall mean the 5ubcot ractor or his Subcontractor,or his guaranteed from date of acceptance for a period of one(i or according to 3. off bottornh boards of boxed trees rather thhah bonds off. Boxed establshed through Supplier performing work for the Contractor. iiy In place, oath es the L Aree appears Maintenance 3. At Controctar's option,spray evergreen picots and clectduaus plats in full IeaF tarts not be (anted with the bottom or sides of the box In lace,unless procedures by Landscape cape 2. work shall mam all labor,material,equipment,services,permits and with mti-des lea t Immediately prior to P may P P 15 to Include is t11 take isawappr s impl action term e t tree ore,oft to be l stress. Tins actor ivy pr shipment. authorized In wr•iting by the GN1y of Pain Desert. s to hcNde son and issue sarpies to determine the notfa'e of the problem. licenses,necessary to furnish od/ar Install in place all materials, 4. Pre-Delivery inspection:Notify Owrerls Representative minimum of two B. Sca^Ifkatton equipment ad/or appliances specified In ay one section and/or shown weeks prior to shipping to allow for Pre-Delivery inspection of plat materas at B. The Contractor^shall,within ten(to)days of written notification by Ladscape Architect, an the Alas and/or specfficatore. the nursery. L Plat Pit:Sao' sides of tat than breakingsurface and requirements emove and replace all guaranteed plat material which for any reason fats to meet the 3. Karlin stall mean to purchase and deliver as directed by the Gotractar, B. Delivery slim areas P Pit �� up �smarts of tine guarantee.original Rop shall be node with plat motional originally tiatthy'glazed' specified ad shall meet all materials,equipment,or appliances specified h any one sector 2. Plant Rootbail:After r loot from container MAINTENANCE a /or shown on the pans a cVor specifications. t. Deliver only plat materials that can be planted h ore day unless adequate 6hded,circling roots over 3/8 inch diameter should be rejected. storage and watering facilities are available an protect stte. y 4. Install snail mean all llb0r-,material,equipment,services necessaryy to A. suubcontractor shall adhere to the following maintenance specifications during the � < set In place,connect, 11 men and/or make ready for operator all 2. Protect B A B root bans daring,on ec prop'YneahcNlg tecnntques; established period. Plat maintenance work shoal assist duplicator of water, v - materiols,equipment and/or cpplimces furnished by time Subaohtroctor cracked or cnarublhg rootalk will be reJected.�Protect at the site by maintaining a weedig carirhq for, and moving of laws ad performing the following g and/or by thoroughly most rootball;heel tin wiTtn sawdust{a'comparable materiU if not G Plant final plat establ work plated mithin 24 tours of delivery. Maintain rootball in a moist condition and do 5. Contract shall cast of the written agreement between SiAxmtractor not avow to�out. I. The erdhe protect Is to be maintained for a period of approximately loll �- ad Contractor,Picas,General Conditions,,and entire specfficetion I. For trees,backfgt plat pit to allow crown of rubottali to settle to a position cafand�ygcys,cmnherolg from Ornsa'S Representative and Contractor's I Section for the work being perfumed and riot s txAcated in one pat 3- Motif Owner's Representative of deity scheaue a minimum of 48 tourer I even with fhsM,d grade. ft•e/ua'e a rased baste as wide as the rootball d Prelim walk. shall be as biding as ff indicated In all pats. advance so pant material can be as�cted prior�unloodng from trucks. each tree for watering prior to shrub and proud cover planting. Refer to detail. � 2. Dowling the final maintenance period,all plats ad planted areas shall be, � b. Construction site shall mean the site cs indicated lug Alas and sped- 4. Remove rejected motional Immediate from site. kept well watered and weed free at all then. 2. Root crows to be d fished grade 1 ftcatiors. 5. Do not lift,move,ad t to lamb,or otherwise manipulate (ants trunk or 3• Approximately 30 to 45 days after Initial platting,apple a slow release - � pP by 3. All shrubs,and vines shall be set so that when settled the rootbalds are at balanced fertilizer to both the turf and sMb area d a rate of IV sta�JenS (see Paragraph 3A6 In this Seaton for spec al handling directions direr tors for finished!grade. Provide brash,refer to detail. nitrogen per LOCO square feet. C. C-nua'antee p h lintels otherwise specified herein,the subcontractor,upon completion of the 3A4 PLANT STANDARDS 4. when Plat pits have been backfiled approximately 2/3 full,water thoroughly 4. Subcontractor shall be responsible for disease ad pest control during the I rTT dhh ad saturde rootball,before tstalltg remainder of the backfili mbx on top of pit, maintenance period and a resod of pestkkdes used stall ba furnished to h+�l entire work described In the Gall or shall rmeprovide a to artI.W.the w' a eltnhatig cur pockets. Owners Representative. written guarantee stattg that all work performed th a pat to the Gointraacceptance, s A. Use the following publications for qualifying plant material acceptable for Istallation: Pr Willy guanateed for a period of one(U yea'from the date of acceptance,and that dun sold one year period,all defective a l/or materials 5. Remove nursery tope plat label from pails. 5. Subcontractor shall raise or lower sprinkler heads to level and shall � ye Per � 1. °American Standard for Nursery stock';Edition aa.�ppxr'owed 1985 by American � PfOPer shall be repaired ad/or replaced In place,hcluding any work or other which National 5tadards istltute,Inc.(Zvo.0 Plant laterals. adjust heads as needed for full coverage. has been damaged by such defective workmaship and/or materials and by the 1 repot ad/or replacement of sane,d ro additional cost to the Contractor. D. ad b. Grass s to be mowed before t exceeds 2"h the Collect vsibe ass Mgt 2. "fbr'tus Third",Kiib;Cornell University picot nomenclature. Staking �� clippings drip rrnaaixg operators and remove from site. � gr I h� D. Add Oe (Extras) 3. Arizona hrd", 16;Correll Grower's Committee iat"rrended L Trees shall be dive to stall upright without support,and shall return to the vertical W Specifications',1988,Arizona Nursery assaafatlon. after their tops have been deflected horizontally and released. trarhedatepy stake trees A purchase order s to be issued to the Subcontractor prow to the execution of - which do not meet this qualification,as well co plants that are subject to breakage as a 5D2 Site Observation Schedule work other than specified In the Gahtract. The Contract carrot be arercfed or 4. Refer to Section 02920,Soil Preparation and soil mixes,for portion of work result of strong winds. added to except by an Amerdment or Purchase order signed by the Cantractor. required In this section. A. The Contractor shall be res onsible for notifying the Cit of Palm Desert Any work performed without such an executed writing shall be presumed to 2. Trees shall remain plumb and straight from Installation throughout the maintenance and p y g y have been rl'or ie In the Contract exert additional charge. B. Plats,other than palms,stall be nx•-zry ggr'own I accordahrz with good horticultural wa''r'2. Period. in advance for the following observation meetings,according to the the indicated: I O practices under Other use. Plants similar be exce of project fa- y cart tro yeas unless ,R.;-1 i,r----- rated otherwise. PitnLs snail to exceptionally heavy trial,t 3. Refer to starhdcrd deters for staking and guying requirements. l) 6radi -48 HOUrS u---`� specifically � � symme lightly knit � ����i s ��so trained or favoredd h development and appearance on to txjsuperlor In m tam,number of a) Soil surface drainage,elevatiorg and trash ---� branches,compactness, symmetry. 2) Plant Material(trees and shrubs)-48 Hours Flats G. shall be soul,heavy and vigorous,well branched and densely foliated en in lea. They shall be free of disease,Inert pests, or larvae,ad shall hoe healthy,well a) Condition eqc� I developed root systems. They shall tie free from physical dancrge or adverse conditionsType that would prevent driving growth. Sall in tiro containers shhall be free of disease ad ) Placement ' pathnogere. PUBLIC vCR to�Ea--ra P-j� CI'1�t 3) Hcrdscape/Boulders-Gobble -48 Hours Cl) Utilities location b) Boulder type,size,weight and placement DUA ��(.���(4) 6rolxhdGover-48 How's � '�V JI�� b) Tie DIAL TWO WORKING b) Depth and spacing North c) Compaction ypUfp °"�) vam`� tau fly 1 S00-227-26DO 5) Final - 48 Hotrs APueucsfffnMsr 0) Tree staking mvERCR xmm saty>wain bJ Overall These plans have been reviewed• by the Co Di Coachella Water strict in Job N accordance with Water Code Title 7, Division 1, Chapter 3,Article 10.8. Section h 65597 et seg. requiring efficient landscape and irrigation design in cooperation withthe local governing agency fCiiv or County). - Approval off this drowing by CYWD Staff does not constitute approval to Approval of this drawing by CVWD Staff does not constitute approval to encroach intost district and USER Rights-of-Way. Trees, plants, walls and andpe"no"entBR structures of any kind may not ut granted or installed to aCVWD che and USBR easements or right-of-way without first obtaining an encroachement permit from CVWD. Date Sheet Water Management Supervisor Development Services Supervisor of WAX atOTHER ulIzxAft IRRIGATION LEGEND t evrl ������11 Iz4INBIRD .i�tEX7� EMITTER F FEATIM FER R.ML LSYtlp. wRMiAC1Ma11t MGM NMC6fCRPTt11t IMMA aJAX matt Fe SIZE 0. FINISH�' coca rR oa oTiaax -5cf ftwSN tb4vDSCAPE FlAnft P8Q PLAK PAINM xe-+a ow a3anER xt-to - tp sot Itt - LW taitano MontevkwL-es Yellow 6'O.G. 16AL )®-20 flt191 SRAOE ,uwaio ta3-2o oar EaaTRa Ie1-2o - 2A t.TN 3p - a Roam 14M rtal CIE e:aleltR lap? - a8 JO - YelkNn TrarlR�1.antARa � ��s iE6ItT MCG MyrtuS Gom nMI5'CaTacta' Y O.G. i 6AL )8-20 -- t MKINI t FF M.USI:5a+m U p-SIZE,as tar® "Rr .X is gam. RA�tm tsF-aaLrc- weul.iIOtRR CONrRd181 Variegated DvrGx`F Nyrtle GRADE TO AA pf�}H OF 12'. ® �Bt�0 Fiw�RM 1.06giaa.NEFQt 70 gnaw li MW.SHELT(#%C') rat+ wean uta Fwuc-rtc a Soo ' ® %WOW - aaanEaRo'�SMW aL&"C WJ=-CWF(L wive WF R m AM FOR S M Dwarf Oreeandw a f'ttK b D.G. 5 GAL XB-20 � w SECTION - CONCRETE PAVING 1 �w MTeas or,*MUM OETNL S.(DUAL v') nrE amnxc raR Lw:NTRaiER wets tvtssuat No rqa+Fxrss to kau as r� lra7LwO P LIpE N NOW r-5es-w WLVES Nt to ORNCH off �UR� vM aMu VALVE To aCWn t,11�9t ul wWn xAR�Sa:WE SEE 17E7Nt dEaCAna�ErA�91FEr.(WA�t-) SCALE,NT5 � T i L�ET�I�O a�o��+nil�aaE wuvs5 Nro7a+wuwE<a � P FhOrthlO�Fwkinfa aseri b'O.G. 5 GAL xt3=2o O 0 ' McuNv FlElarrr P62 Fvw�•tr..to7 ABBREVIATIONS t�1G tzoserraarkw,s offrctrralis'Burt b'D.G. !tot_ � DrarF ►�gta+ JC6.20 araawtaoN PONT a cOraterloN.>aE IN to t:ersmrc ttalfiE to-.tea wErEA.sF>:pEnaE oR sRcvnat,nErtt air. mil' riN5H GRADRa6 NOT15 EJ EXPANSION JOINT �h Rcw rt t MaIND5 ARE PIABRAMAM (n I t- 2 MWV SHAM Do NOT Fa9VWff CONTaUR& I. FFE FINISH FLOOR ELEVATION XCG xylasm cog �orr€aca' s'OG. 5 GAL x3-2t 90CM5 cOMMOLUR im= COPE ZED ALL DRAIN LtNIE5 AT h NiININ7UM OF!g% tosma � t aN�+usra,FEx� _j LU % 6RADP To wT Aa1uAL sn ca oroo,aavE F6 FINISH GRADE w! W N MRST PRIORITY TO ADBOVATE DRAKA6E aF 2. ALL DRAIN LINE 4MT06 AND CRAW M or DIREGToe To EE MADE nTH FL FLOiN LINE g t� PL/ttrEp AIiP15. 45.OR SPEET'TYPE ELLS FOW FADE YVAL L , RNat13 rs 9mraa�+mts FOR rwvmNlE rs Ls>5s tNM RaOus s+oru aN a EcflaO tHE rwNm rcraR a a3 S. f'ROY151oH5 FOR PY)SIPVE DRAit(H(E OF ALL LANDSCAPED AREAS Tfl TAKE Fr7 FINISH SURFACE SNNL EDtPP srawaaara N61D UMN A'flMl O -'FCS-COVDVA E CWPO15�ei B &FOR RW W 404 CONTROL. ,e SEL=SCREEN TROT/PM W=SCRf.EN SEImm CWOE tlt5 SNt1:T TOR�9FROPRa4iE oat m c I MOUNDING DETAIL OVER Ns A5 DIAGRANiD7 ON N 6F GARAGE FLOOR ELEVATION a I¢ V HP Hi6H POINT wE�s Nl0 tAEtiKS +ZEE stoan tx raN�aFE FOR aNeTr i s oNlr.va�ves Na tin BE§MMUM w UTILITY LINES LOCATED ON TREE PLANTINtS PLAN a ate . t> a alarm a�L.e> f Z a j - scnLE,Nrs 4. HUD A Lfr EARTHEN E I y'AS AT FINISH H OF 1E 1NY INVERT ELEVATION _ _ K A,,VXW NO SME VkVE Laavatas,0MT1W rn spa-Fx W WMUNE zi'KMW 1W VAL* S. SLDl�ALL EARTHEN AREAS AT A NMNIMIM OF I%TO DRAM-2%PRlS�ED LP LOYi POINT To N.Lowr rvR Nrr+unntE vtLVE rwaaaoNs. b. SLAPE ALL FiNl5f1 SAGES AT A MININ&IM OF I%Tfl DRAIN LM LIMIT OF WORK AREA l T ALL MATMAL5 AND WORKMANSHIP 15 To CONFORM To eoya %CODES PG POOL/SPA WFIN6 _I Or NO oRo1NANc , PAv PAD ELEVA71ON � W W QCS SELECTION CHART Si s JOINT �A4 D. SLOPE IN LA1tli AREAS IS NOT TO ExC2 D ! TA TOP OF ARCH Q 1 DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 KS-090 PCS-125 PCS-175 ;„k N ig I r GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 A �� HART �9 4. HOLD F5 Cr-GRADE A h12'DE OF 4'E1Ei OW TOP c WALLS, I BELOW FINISH TG TOP OF CURB COLOR Brown �fver Oronge Black While Green Yellow O� 'pn FS IST.gO FLOORINS SLAM AND 12° 1tJNt FINISH FLOORS ON COMIE#kTIONA+L Yt7� TM TOP OF DRYWELL � Q • TF TOP OF FOOTING SPRAY 15' 8F - 1' 1' 3' 5' +67 - �o mos a 10, fwRflJIDE DRAiN 111F CL EAd AND/OR CATCH BASINS AT A MfNIN1UN4 OF 5ff TG TOP OF 6RATE TRAJECTORY 2' 4' S' 7' +2.0 oc.OR AT EVERY GHAwGE flf DiREGTI(ht. TSK TOP OF 5PILLYYAY - - I?A 1st GPM- - --� --- - - "�DRIF-ZONE - L or 3' 5' 7' +s' U_ FS 156.414 Q 11. HOLD INVERTS ON DRAIN LINM A Mt(R-W of r KLM F9NIIf SRAve TW TOP OF NALLU"If 12t GPM 13A 12 I 8Q 4'-5' 7' 8' - - - `�� K_ AATER LEVEL 2, 1• TREE 1' SPRAY 15' # - 1 I I TRAJECTORY 10H 2' 8` 7' 10' +11' 1 l2. RAMPS tNTO 9AL>711VC�NOT TO EXCEED A 5LGPE(�i:IZ OR 83%GRADIENT I 1(rT 2' 6' 7' +tO' - 13. F'RO FGT WALKS NOT TO EXCfiV A 5Lt>;'E OF 1,20 OR 5%6RAUENr LEGEND 100 5' V +10, - 1 ---+ .- INEVAR5 STEP IN HALL AND/OR 1♦ 'SPRAY Z3 15F - - - _ 5. 7` 8, FoaTlNrs.NOTE t9 EVATION "-'�'" r TRAJECTORY 15TQ - - - - 6' 8' +12, -RVIGATESSEVAtION #5R - #' 4' S' 6' 8' +12' :v S 155TT - 3' 6' 8' 12, +15' +15' ir x: m in m `� a+ is -4 R1DtGATES 9ET ttEle _ 15Q 2' 5' 7' 12' +15' - - -ffCVAn 5 TOP OF ftAL L ELEVATION I STREAM BURBLER 5F 3' 4' 6" i' 2' 3' t 5H-8 5" 10" 1' 2' NOTE: 5Q-9 10" 3' S' - RMRE LOCATION OF 0JR13- " FlN15H GRADES ALONG PERIMETER WALL ARE BASED 1aiICATa mP oP FOOTING E EVATmn - J SCST-B 14' 3' S' -� rO eE INsrt,LL>=D DURiNc ON DESI>aN c�RADES. CONTRACTOR TO Er,1svRE FINAL � �IGAT,5I�ALLDETA�. {RR1c5�tT1ON 5HAl.L � I I - - - - NOTE: SIDEY�tALK WITHIN PALM DESEiRT CITY LIMITS FRED WARING WIDEN11%* WHEN RADIUS OF SPRINKLER HEADS. REQWRED FOR PROPER COVERAGE, IS LESS THAN RAOri75 PROJECT GRADES ARE 1-O" MIN ABOVE TOP OF FOOTING GO �.O DIMENSIONED TO EXI5TIN6 I'RED lNARiNG CURB. ar. . .■. MATCt4LJNE EXTEND DRIP ZONE MAINLINE sHrnvN ON LEGEND. THE CONTRACTOR SHALL fQtrlP SPRINKLER HEAD WITH A PAN BIRD "PCS' LOCATED {APPROX) ON STATION v ��p� ,r A / \ PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL SELECT SCREEN ON UNDER SIVENALK AND CAP I~OR CHART ABOVE FOR PROPER riAD0.IS_ _ b6. l�� TO TOSCANA FRED Pl1T1JRE CONNECTION, FRED kN ARI NG DRl VE SCALE: 1"=20' Y�IARIN6 5TR MCAPE PLAN5) - - - - - - - - =DRIP ZONE 50,4LE: , RAD I N / �ON:STRUCT I ON A17 T SEE Sir L2.1 r- 1W*11�TION DETNLs A N � SHEET L2_2 FOR I &AVON �If=I6ATnON9 WATER Fred Wad LEXMD USAGE \G ZONE#3A SCALE: I =20 v7lr- �UMALLOWABLE WATER BUDGETENO I Acacia 5alicina L-M .5 Coi»ersioa Cormisl#n - City of Ptril!'I«'! Desert A QI 36 BOx 1N1110w AcClcia ETO ETA(t Sq.Ft GsFSgF h Gat to Cu.Ft MWA a I.j _ Water Calculation Chart ; z < t o 76 x Ho x 2,136 x O B2 i 74 - 80 C C F 36" BOX 3b" BOX 24 SOX F'inU5 P ldarica L-M .5 ESTIMATEi?WATER REQUIREMENTS 1fi'itJ�1'!'Water t'!ce W �� a Afgan Pine Total Dcip-Shrub,Tree&Ground CoVerAreas 63% 1,3% Sq.Ft AnplAJbne 24" BOX Total Bubbler-Shrub,Tree&Ground Cunt Areas 37% NO Sq.Ft Teti Spray-Tud 0% a Sq.Ft S1�t�e FootMe Caktfati ns Total Spray-Amual Coiif 0% 0 Sq.Ft �\ TotalWaIe Feature 0% O Sq.Ft Tree&Sri Square tot 2136 - TotalPlarMd Area 100% 2,136 Sq.Ft Ttar Square foot i Teti St ne,Cobble,&M1rl1:h O% Sq.Ft Total Square foot CobbleModder Totall-ands cape Area(100%) 100% 2,13B Sq.Ft Tat WaterfieasWre Square footage i Total tans cape Square toot 2130 i Zone No. Eto atet A4j Total Cor'vers ion Factoas Tdol STANDARD IRRIGATION . Faotor SQ.it 0.52 748 t+ A NOTE: Drip/Bubbler-Shrub&Trees 90 i a?)01 0, o.tr2 748 24" i30X 24" L5 56" LB Spray Shrub.GroutslCotrer&Trees ' 76 LEAVE LOWER 2 00.82 0. GA2 749 r- ib" BOX 56" E30X 24" STD BRAW,,HE5 ON P1NE5. Spray T' 75 38 75 0 2 0.02 74B 05 24" SOX 24" BOX 36" SOX DO NOT PRUNE UP Turf Rotor Stl 3b as 0. D 0.62 74a 4 Cn 9 0. 0.82 74B Y USAGE CALCULATIONS � TOW NtanbeT d plants 78 L ' ETO PF(KC) LA(Sq.Ft) Gal.in Sq.Ft Gat to Cu.Ft EWU Number, ants w s`Izi csse 95c#Tatar Loa D RING DRIVE Lou�Dd t #aOTE: p Shnlb,Trelre&Grouted CouerAreas �, iu< i La» 5 0.000 VD.wa A 2: All trees that are brrevvt3ht in from Arizona ETpeiyear 75.00 x 0.2 x 267 x OS2 i 748 1 0.90 = 31,9 2Lolrv�tod 0 0.0M 0.iW Li1v or outside of Riverside County cre 3 mod 53 0.1329 i770532 to be Inspected Agriculturu3 Dept. Moderate D rip-Shrub,Trees&Ground Corer Areas 4 trod l Hr 0 r)O00 0.0MQ i prlor to ptcintinG. Con actor Is to calfHigh 0 O.00D O.DrXi for irepaction. ETperyear 75.00 x 0.5 x 1009 x OFt2 1 748 1 0.910 = 3691 �# 6 Love Trees 3 0= 84.M TREE L N T I 1 �L O FLAN 7 La od Try a EI MB Kio 15t5 Low Bubbler Shrub,Tre1 &Ground CoverA[eaS 9 Mod Trees 0 MOM O.OM ET per year 75.00 x 0.2 x 3W x 062 1 74B d 0_% = 414 9 Mo&Hi Tree 0 0= 0.0m 110 High Tress oxw O.OM Tout 78 Lderate Bubbler-Shrub,Trees BaGtolsldCDiterAteas 1 � � Q ''�` /.`,. �} ` ETperyear 75.00 x 0.3 x 500 x G82 1 7AG 1 0.90 = 103 1 1 i� 1�t� i t.. F antlkri9a c+rL St ens TWe: 2bne Irr.Of. Area Seasonal Platt Fwt,nr• TOTAL ESTIMATED APiNUALWATER REQUED CCF EWU 55.11 c � SIZE 09 -� 14'1 i LowSnrvb So=* ZDlalEb #fart Ana Coaarabi facts fatkattd t. Before�plants are planted,all planted areas are to have been c�aded H. Fa'protection of trees to turf areas Leave a bare area approx.4'awoy 'bTaNe �1ot E¢TL Db2 7� MEW. rtdale t Uri p fran tree,bass In all directions. For plant pit size refer to specs. 2. (S t mot Ld9dovawr areas from IaWn o-eas Wtth headsrboard. 12. V4161- peerm4t,do not planspeclmen�trees closer than t�T o4) G I TY OF PALM JJ E5ER I NOTE5: 9 i115 0.2 $40. 1152 T#8 S. Platt shrvbs a mir8mwn of 30"from all is ndscapa lig�ht fixtures. approved root feet From the barriers or of e to be installed per detail 'D'on the plonting tatr �16.73 0.2 r '.t^2 0 62 743 13.9 1.9 4. rihera circwnstatces permit,plant no tree closer than le"to an $ e of ecification sheet. Refer to lont le nd for tee r ulr 1. THE LANDSCAPE INSPECTION 56HEDVLE SHALL INCLUDE THE FOLLOWIN6: fat-wMar 12.75 02 *U DJ52 TIS 0,8 0 9. I"9 or headerboa d. root barriers. rSHRLMLEGEM USAGE K\C, GALL(760) i 16-4250 FOR INSPECTIONS DTI i.94 d9 SIP P a"9 9e sue° �1 R'9 deep WATER MCK 1a. INARMN6 Plant matertctl listed may or bg the lcultural Gornmissionerb df r`id �e been Quad Agr ftco. Lcar,as%ape contractor,please contact the developer for status of Agricultural Gammlesioner's approval LW Lantana N-bntevoernm Yellow' b'D.G. I GAL M 5 A) SLEEVINb/6RADIN6 PlariATigation S-y±tem T+�we: Ibne irr.Elf. Ama Seaso-M Flan factor: a6. Remove aH stakes from vhwa or dental. Plant matertat not conForminngg with qu quarantine lard may be Yellow Trolling Lantana �{��{ � �� 1 r>IfIDd��� j 7. Refer to Planting dose p destroyed and civil action taicsrt. All plant material is subject to !. 5LELOfE viAMETER,TYPE DEPTH AND LOCATION stator 2}paaft3p P1ei Brea Cceatrsba fhoQZE fLttr d 8. W ranaver possible,use plant mateNais acclkncated to the Goacheila Palley. inspection at the dtscratlort oP the Ac1/-Iculturai C<;rWsskxw's office. pk� Ganwrwxrb' ta' 3'oG. I GAL M 5 2. 50fL SURFACE DRAINAGE,ELEVATIONS AND TRASH(INGLUDlN6 WEEDS G RUSBL 4. Landscape contractor When 1:9"vines is to use a drill to establish rho Ail plant material must be free fi om Reid Scale(Acraadtello auraltiO. fornpac VaNa Faebr t¢TL DB? Tid trtEtt. tdatttxt pilot hole to receive the red-head portion of #e molly. 14. No shrubs are to be planted Within 16'of hardeccape,measured from center Variegated D"'��� B) HARDE,CAPE /BOULDERS-GOBBLE q iBb 03 i7AD 0162 YIR 09 13 10. t�ng vines from esinish rs,grade, wires should(3 spaced as*port to ast(2) of shrub. rrr�tr 45.7+s 0-5 1770.53 D52 7 6 0.9 37.3C � A the to apart from finish grade,Lire rextode(3)re t'-O'apart o make NPP Nerlurn Oleander Petite i�Irtk' b'O.G. 5 GAL M S i. SIDEWALK AND WALL LAYOUT far�Rlltt i2.75 0.{ 1?70 53 Ob2 T� 0.9 the tap Wire at$'-0'above finsh car-ads. NRr-ss should be a nnintmfin of Oleeander 2. UTiLITlE5 LOCATION 10,a long canter on nuo's When vines or h paiii"lants. are clover than LLR t #hen'Rio erovo' 6 O.G. 5 6AL M 5 flTAL I 10'apart,use a continuous Wire between both plants. °Ph9 3. SOA.DER TYPE,SIZE, WE16HT AND PLACEMENT Bi.i G) IRRI6ATlON SYSTEM ROUGH-IN U to I- _ PlantArrigation System Type: Zone irr.Elf. Area Seasonal Platt factor: RN1G Rosema 1ws offlctnaliy tMxttttgton b'Of- #bAL M 5 .� w I� Gapet'Dwo-f Rosemary i. TRENCH DEPTH AND LOCATION SrytBublL6 ip 0.9 84.316 3 Low Tres z SCALE: I"=20' � Lai 2. PIPE SIZE AND GLASS stasca OWISto Pbkt Area CmeabiWts aft a XGG Xylosma congBshnrl'Gompacta' 50L. 5 GAL M 5 Vast fit a¢1t D 5? T 18 trt&f. tNaia r Uat Q I Aila=.na 3. PRESSURE TEST(125 P51 FOR 6 HOURS) 9 15 t3 0 1a4.3i 13.62 Tie 0t-9 Z i Q D) PLANT MATERIAL (TREES 4 SHRUBS) 1arlRer 45.75 0 94.31 cz2 T$ 0.9 1x71 r fat(Nit r 12.75 0 >3�F.31 ♦ib2 t� 0.9 0.20 I t. CONDITION OTC 2. TYPE 3. PLACEMENT _ Fltfhxfgatiot�System Tape: 2cx►e err.lf, Area Seasonal art factor: I T GROUND COVER(DECOMPOSED GRANITE) a Jt3atb/Qri 3a 0240i 528 1st LowAbd Tree j I 5 !. TYPE season IEto Plat Area comabafacbu Est N-� re 2. DEPTH AND 5PAGIN6 Valle faaor s TY Db2 Tie #nett. d11a1ar1#e O 3. COMPACTION 9 lob 0. i4L1.E2 as? Tie 0.9 0. amrarat 45.75 11 M BJ52 T1s 0.9 1,7 { t5 tv� [[ F) FINAL fat+ illIbr 12.75 0. M- 052 7a 0.9 0.tTOTAL i p - I. }RRI6ATION: 291 1 I o) VALVES, BOXES AND WIRING Tatai Tree And Shrub e6s.23 b) CONTROLLER OPERATION AND SCHEDULE i c) 5PRINKLEER, MOBLER AND/OR DRIP EMITTER TYPE,FLOW RATE AND QUANTITY PER PLANT N01�1 t d) OVERALL OPERATION D& - DO NOT PLANT e) A5 BUILT Total Estimated Water Use 16`623 E ii 2. TREE 5TAKIN6 low 3. OVERALL -APPROVED._ Job No. FRED lNAtRING DRIVE THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT TEMPORARY LANDSCAPE-FUTURE LOCATION E GE IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, OF CARS- TO SE IN5TALLED DURING FRED '`/ SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN ��0�� t WARING WIDENtN6v PROJECT iN COOPERATION WiTH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY). =L; v U DATE BY WATER MANAGEMENT SPECuulsr Sheet No. 4 S H RU 5 L A N T I N LAN SEE SHEET L5.1: r-M PLANTING DETAILS ZEAL , Ll 1 +LIC WORKS DEPARTMENT S� T L3.2 FOR PI..ANTING 5f'EGIFIGAT10N5 r�a> S„�,�„� YOU DIG � °""11w • 'SERE TtILL FREE 1-8Mi 227-26M A PUBLIC SfR1iCEBY Of 14 UND9IGHOUIO SIM AL6rT iRRLGATKNd LEGEND ffi� �D E ITTER vau3c at otree tuu:oacArf SYMBOL awsAcnaRa Women tam 140ma ttmut PAR► P■ 512E FEATURE PER F1.+Vl f1N15H ORAVE 0 -SM F445H GARB a EVTTM OR 0710tMR Ruttnro a Wa owP ESTTEa 7 e w - 1R t wt 3O _ IL � tiAt475ZAPE F�TIC P6t PLAN RAAWV XB-20 ow EHTTER 7 e-20 - 2A+� 3a _ LMY Lantana Montevtdenses Yellow' b'O.G. t GAL x6-20 �tl ■ PAM■Ba! t101 REL Ct LE ftHBUR tA - 0,25 _ O PHStt SRAM Yellow Trolling Lrntona a. 3 mouto tetettr MGG m r'tus GotmRinis'Gompacta' 3'O.L. I GAL XE3-�a - -- P VA'AWE RPM�SCHEDULE m-SZE AS NOTED I M iaweRo - ESP-+ac- WILL Nose CO1119ouat VarlegOted Dwarf Myrtle a caPAc gg SRAd7E Ta A Dc W. � m qAN FOR tAGTiON.t1ErFR m RETA9.9iEEr.(pETML C NPP Nertum Oleander Petits Ptnk' b'O.G. 5 GAL Za *M-t LATML WE P PW-PC mo � RAPORD - "WID•ASW SERE"A.ECIfi1C ROAM-Cmarm WLW-RM To RM FOR SM Dwarf orleander fUER Ta DEWS ON✓0GAnON DETAL.SHEET.(OUAR.�"3 � SECTION - CONCRETE PAVING PF PtorTttrtlp Froseri b'O.G. 5 GAL Xt3 20 0 u�orx'�Au wuaR�N"umsa� sEEwLAND�acAToETAL SNEFT (oErAE r> &L VALN.T~ MATED w1 e�LL vxYE. SCAtf,RM LATVIALS RI G LRf� Nero T-ae+-w VALVES M E TO eR�+-ter L A' Fraser's Photinla j ' FMOMtBSNr PLAN tI'll!+@',+10) W A5BREV1 ATION5 ALL swrAr tatws ANoltat VALVE�r vwcs RIG Rosemartm afftcinalis Wvntvgtan b'O G. I GAL 20 iRtSGATtON taMrt OF COMECTAai ME w To rTas7ntc HOUSE sl4'ItER NETelsEf oErAE ON tRgWRON nETAa 9 T. a FINISH GRADING NOTES EJ EXPANSION JOINT Carpet Dwarf Rasemcry , MaM Ate DIASRMIATIG. FFE FINISH FLOOR ELEVATION XGL Xylosma congestum'Gompocta' 5'O.G. 5 GAL H2O +"ate�N1 + tAR19ER cc J z, Maim StIAPP5 DO NOr R75@tT caNTOtALS. c N 11- 1. SLOPE ALL DRA1N LA�i AT A N4NIp4;Mt OF r4 A4 losma AwrcaTrs E>xTee ca+ma.VALVE 9ff f _I w s, 6RAcf To SAT At MAL SM 00NMta+s,&W 2 F6 FINISH GRADE MCATES FLOW w GALLONS PER UKM 8! � UT PLAMW o Ao uA�vRAaeA OF y FIR TY 5 ALL DRAIN LINE 4WTtONS AND cHAa s of v€R�er€oNS ro MADE ram FL FLOVt LINE ; Q =n FOSV FADE of YiAi.L II d %"N TV=OF SPRM QM HirAoS REjAARED 7a7R PV-C tS LESS THAN it.1pRI5 900 4W THE L'O5MROCL R �S. PROVISIONS FOR PtJ517tVE DRAINAGE OF ALL LANpSGAPPI7 AREAS TO 7AK.E FS FINISff SURFACE sHgL�sPRwra>:rt HEAo TwM A RAw iRRO• 'sc5'�7RE c�+Pa+sATEO r�FwN�RkN7s cavma.. i �Wp SELECT SCRFITt fTiON PCS-rR SCREEN S UEC"M GME'MIS SHffi tY1R APPROPRµTE RAQAIS. i_ i ¢ t"1�7UNDING DETAIL i'RECEVENCE OVER Mt Nb QIAtsR►rgv ON GRAvtt�PLAN 6F 6ARAbE FLOOR ELEVATION fl Iu Es ALq UtE2LL5 ARE s+am w tagt 5t APE roe sum PWA POSES atT.VALVES ARE rn BE wsrxr®w !{Ie9at POINT UTILITY LINES LOCATED ON TRB'� PLANTINS PLAN PLANTER Rm Ate TRt �E�,tR DUME�T LwE,�t 401 Q SGAL E.NT3 4. HOLD FMIr�F1 s5RApE i€g' AY{FiNtSF}y1AC.E fNV INVERT ELEVATION AT ALL vxtiF a:o 7PrNcs NO Ev£Lr7utWONs.camtucraR stAu EMTow 24•eE +o u�vx i a 5. SLOPE All EARTi !ARIAS AT A MIN€NAAQ OF I%TO DRAIN-2Ai PRE _ _ Tv ALLON FOR ANT f 71URE vAL1E AalnoNs, f! LP LON POINT t 6. SLOPE ALL FiNISit SUI�ACES AT A MMAMAIM €�TO DRAIN LIMA LIMIT OF POW AREA F -7. ALL MATERIALS AND IAORIQ-%"P 15 TO CONFORM TD GOVERNING 60015 PG POVL/5PA CAOMNG _I w AND OR171NAtK,€5 PAD PAD ELEVATION U PCS SELECTION CHART S. SLOPE IN LAM AIMAS IS NOT 7O ew_EW 5:t SJ SCORE JOINT p 1 TA TOP OF ARCH Q r DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 �pNDSCq,o FS 15'1.40 a NOR OF SLABS AND SELom FINISH FLOORS cONyElMoNAL v4XV TG TOP OF CURB GPM 0.2 O.3 0.4 0.6 0.9 1.25 1.75 NORj' t COLOR Brown Silver Orange Block White Green Yellow Ti7f"I TOP OF DRYY'ELL z�� � � r TF TOP OF FOOTING SPRAY 15' 8F - 1' 1' 3' 5' +8' E �"� O 10. PROVIDE€T EVE tt4= I EANOUIS AND/OR GATGN 8A5If5 AT A ltiNfhtJtd 50 T& TOP OF 6AATE _ TRAJECTORY 8H 2' 4` 5' 7' 5' - - +2.0 oc.OR AT tvl rxr CHANGe OF rnix rtdl. T51N TOP OF SPILLf+VAY - - 12A 7 3t GPM - ��- - - ` -DRIP ZONE N - - U FS IS$Q4 �i _ } 8T 3' S' 7' +8' t If. €xvVI:RRrS ON DRAiN LINES A wnN€Mu t OF S'BB OI^t FIN€5}€GRADE MWACEYTIA( TOP OF� IMATBi LEVEL t" 4GPM ;3A 12A S SQ 4'-5' 7' 2" tTREEl SPRAY 15` 10F - - 2' 5' 8' 10'I €2 RAMPS fN7o f3t€LD€N65 NOT TO t.XG{g D A SLOPE I:12 83fK 6RAVI>5t€ 1 TRAJECTORY 10H 2' b' 7' 10' +11' - LEGEND 1 tOT 2' 6' 7' +10' L9. PRO,EGT WALKS NOT TO EXf»SJ A SLOPE( h�OR 5Rr GRADIENT 100 5' V +1O' - I ��- NV".NOTE M"AT'lal ■ � SPRAY 23" t 5F - - - 5' 7' 8' F ■ TRAJECTORY 15TQ 6' T +12' o RrNGATE5 a evATtoN 15TT - 1' 4' 6' 8' +1 5` 2' n t ■ 15H 1' 4' S':jr $' 12' +15' L-4 4gaeATtS TNtr x ,. 15T 3' 6' 8' 12' +15 - 150 NOTE 2' S' T f2' +i5' }-4VIOATM TOP OF WALL aEVATi 7N I ' , STREAM BUBBLER 5F 3' 4" 6' 1' 2' 3 _ T r 5H-B 5' 10' 1' 2' as H 5 GRADES ALONG PERIMETER WALL- ARE: BASED t-11,04ATIS TOP OF POOnr+s 9SVATTON 10" 5.5Q-B 3' - l*{JTURE LOCATION OF CUR.$- FIN1 � 5CS7-B 14" 3' g' -TO BE INSTALLED DURIN& ON DE5t6N GRADES. CONTRACTOR TO ENSURE FINAL �� 44NCATE4 KALL DErA,L I'�►IZI�7A•T ION ref SHALL � I NOTE: SIDEWALK V41THIN PALM DESERT CITY LIMITS FRED KARiN6"VENIN6 6RADE5 ARE: 1'-0" MIN A - - - -ROVE TOIL OF FOOTING �� G TO ' WHEN RADIUS OF SPRINKLER HEADS, REOUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD 'PCS' DIMENSIONED TO EXISTING FRED IniARING CURB. �Ro T """ ""' '��'�" LOCATED (APt°ROX,� ON STATION EXTEND DRIP ZONE MAINLiNE � PRESSURE COMPENSATING SCREEN FOR LOW FLOW 1gf0 RADIUS CONTROL SELECT SCREEN ON UNDER SIMNALK AND CAP Eta CHART ABOVE FOR PROPER RADIUS. #66. � TO TOvGANA� FIJl1J M CONNECTION. FRED WARI NG DRIVE 5CALE: 1"=20' NAKINIS 5TREETSGAPE PLANS) IV7DRIP ZONE 50ALE: 1"=20' t A D I N / O NS TRU C, `71 O N FLAN SM 51"IEET L2.I FOR I N IRRIGATION DEl'AILS , SEE 5I•'MT L2.2 FOR IRRI&ATION 5PE-01FIGATIONS AATER Fred�tat'rr LEMEND USAGE ��' ZONE#3A SCALE: 1"=20' cn(t` MAXIMUM ALLOWABLE WATER BUDGET ;ice d Acacia 5aliGlna L-M 3 Conversion Conversion City of Palm Desert I�IIIOYti Acacia ETO ETA(t Sq.ft G3FSgFnxh Gat to Cu.Ft to " BOX Water'Calcuf [vn Chad - --- Q I _ - _ ` ttA___. 75. x 0.60 x 2,13E x 0152 ! 748 = 80 CCF 56" 15OX t 0 24" BOX F'Inus eldarica L-M .3 ESTIMATED WATER" Box - Maxknum Water Ajo_yvance A cgan Fine, ` To1ai Drip-Shrub,Tree&Ground Cov>~rAteas 639E 1 Sq.Ft Inpu�bna ;I --- : t Total Bubbler-Shrub Tree&Ground C over Areas 379E Sq.Ft. 24" BOX Total Spray-Ten# 0% 0 Sq.Ft Total Spray-Annual Colot 0% 0 Sq.Ft Squaw t a ataW CallmloWns Q Total Rater Feature 0% 0 Sq.Ft Tree&Srttub Square toot 213E TotalPlanted Area 100% 2,13E Sq.Ft f Total Storrs,Cobble,&bah 0% S i q•Ft Tut Squareubfoot S Total Square foot Cobble/Boulder Total Lamb cape Area(100%) 100% 2,136 Sq.Ft Total Waterhea Lure Square footage y, � Total Lars cape Square foot 2136 I O STANDARD I2RIGATIONCOEFFENCY ZeneNo. Eto WaterAcR. Total ConvetsionFac Total 24" BOX 24" LB 36" LB NOTE: Drip/Bubbief-Shrub&Trees BO Factor s tt ft. 0.62 74D WA. j LEAVE LOWER Spray-Shrub,Ground Covei&Trees 75 1 671H 0 0 0.62 74B Spray Tuf 75 2 coo 0. 0.02 749 r 56" BOX 56" BOX 24" 57D BR,hNGi-FED ON PINES. r 3a 75 0. 21361 0.62 748 6B.39 2-4" BOX 24" BOX 56" BOX 1'3 Tuff Rotor NOT PRUNE UP 80 3b I se 0 0 62 748 4 743 USAGE CALCULAWNS t I j ETO PF(KC) L�t(Sq.Ft) Gal io Sq.Ft t3at to Cu.Ft E U T4tar Number of ptarb �'-76�� V + i Number of ants water MOM 44or Totem Landswtie ScNrar+a Fct�asTe a�i �� 1! Low 1}rip Shrub,Trees&Ground C aver Areas 1 La�T s o.OBB I la ?tl trr�e 1� 1r 1n from ,- ETperyear 75.00 x 0.2 x 267 x OB2 1 748 ! 0.90 - 3B9 nz �y 2 LrN tlnod 0 0.000 0.a0D �,10 or 120 In%o of Riverside Goa» are 3 Mod 133 0.a32B 17T0.632 to be o pecEecf l y onrt=tor I Dept. ModerateDrip-Staub,Trees&Ground Corer Areas prl, I Ip paatt€ng. Gantr�ctor is to calf 4 Mod J Lis 0 0.0013 O,r�00 b Q Q < Q Q Par irtspectlort. ET per yiear 75.00 x 0.5 x low x 002 1 748 ! 0.� = 36�1 S High 0 0 Qo0 0.0m TREE F L A N T I N O PLAN 6 Low Trees 3 0.039 94.M Low Bubbler-Shrub,Trees&Ground C over Areas 7 LowdMod Tmes 6 0.0m � ET per year 7500 x 0.2 x 300 x 002 1 748 ! 0.90 = 4.14 9 Rood Tres Q o.= CLOM fg 9fodlHi Tree 0 o.00D 0 oD0 '�wig Treks G.QDo O.t700 L( Llderate Bubbler-Shrub.Trees&GroraidCoverAreas - Total FLAN'�'`j' (/ ET per year 75.00 x 0.3 x 500 x 0M ! 748 1 0.90 10 r r i ##�t(� NOTE PI-AArrraation G em T_We: ibne rrr.91. Area SeasnrW P1art Fes• y� O a TOTAL EST34ATED ANNUALSNAWTER REQUIRED CCF !U 55.1# Sri 34 0�11 1 Lovusnnrb M Beafot 2otaIRD Plat rhea Cot4eaCr acts Bti etlore any plaits 0HO plontea,tall ploelted ar^664'aro�a'rT basrta` tt r°or O A � p _ prvt_eO A pi n 4ali ii d fe�kV a it I arena apprax.4'arwpy T.,t �^� p/� T }��/y Yana ram�t Sq.rt Ob2 ?i$ iri er1r. tram -Ira bcrsm tT FIN dt ecl . for ptarS pit size refer to sperm- G l i 1 L1 PALM 1'tt � � 1 1`iC1� �: le r ua4 2. orate all sh*vblegotATd cover areas from lawn areas Path hecedertgard. 12. Y`iTare clrcvmstarioes perTntt,do not P1�spectmten trees closer than Four f43 prb 16.5 0.2 197. Ob2 ?1$ 0.9 Q (See detail V sheet L5.2) feet from the edge of paving,heoderbow•d,al^roof thee. DE OO'T or 5. Plant shrubs a minirrttrm of 30 from oil landec light fi7Ktwes. Sumer 4;.75 0.2 140 B52 70 WD L43 =11f' of root barriare are to be installed lied per desalt °D•on tits planttrtg ER €. THE LANDSCAPE INSPECTION SCHEDULE SHALL INCLUDE THE FOLLOWING: Fai�ltbr 4. Nhere ctrGUm9tanCN05 permit plant no tree closer an !8"to an edge,of apectfrcation sheet. Refer to plar7tiTTa legend for species rec7t-ttg deep T�t.�.��,,,� �, .75 0.2 143 Qb2 4B 00.9 .$ 0. ,S t^9 or headarboard root tar.,-ram. LEGEND t3. 1�6Ar1t1ttWea PnarTt rr -rct rtetad #r *,� a rase„ awed USAGE K\ GALL (7b0) -7"1 the appr by 6-4250 FOR INSPECTIONS- A�'TwIkR-rx1 hsttor7mrbtrce: Gomm contcwt the davaiopar far status ofm c�7tractor,please alp ?terpave Atli for denial. Plant nTaterlal not confex rrwttuat(qr Ern rse s avai - �, �mF*�M.�. ... «,. ;.. � �� _ � �>� ..tMY tAnima Montavtdmses Yatlor.• S'O.G. 1 GAL M TOTAL . t2zf er gYellow Trani Lantana qu�►'' S A) SLEEViN6/SRADfNcS Piantlkrsgatian Sy#emrype: Zane fir.Ht. ALea Seasp Tal Plan FacfQ: - destra -- 1ttTr� yed and civU aCtiOn takQti: 7�11�IarlE ��� -�--- - 1. 5LEElVE DIAMETER,TYPE DEPTH AND LOCATION aY P §A 09 1771 1 Aired%imjb 8. 1^ttASneVer poseibla,use plant matarlals ace€mated to the GoacheAlla Valley. tnspectron at the dtscratlpt of the tcvitvral r 4. Cannel contractor whom eclb9ing adVin portion is o use h drill to estedsrgsh lire Ali pant material must be free Ft otn Red yca€e(- ntda ecwr6artitve. MGG f r�G is' 3'Q.G. I GAL M 5 2. SOIL SURFACE DRAINAc5E,ELEVATIONS AND TRASH(INCLUDING WEEDS 4 RUBBLE) Beafo� Sti1a7� piatt Area CotAeauy fsobis Fslt�ed pilot hole In reor as Nall redhead huldb of the Tnalfy. i4. No shrubs a-e to Lae pkRTtod rdthin#$"of€Tadscape,measured Irani center Variegated Dwarf Hyde Vati� faftf $%It 052 ?is uteri. IlMrute t0, YiTen tying pones or n finish sales should lam spaced as apart to let(7J of B) HARD50APE/BOULDERS-GOBBLE g 16,E 0.6 1770. DJ52 1#8 02 13. at 1'-b"cPcar`!Irwin finish grade,It'7e r1e7Ct f3)at I`-O'apart t0 Make NPP Nertt7m O�caTder'Fettle Pkilc' b'D.G. 5 GAL M S $ �•/ the tap wire at 6'-0'wove Finish grade. Kra*should be a minirasm of Dwarf Orlecmdsr 1. SIDEWALK AND WALL LAYOUT Sumer 45.7E R5 1770,83 8'-0" tong center on plants. LNTen Nimes or espaliers arm alOfty than r2 US ?1$ t0' -t,use a cantt7uars wte between both plants. t1R LeucoptMftkuri Rio Bravo' VOG. 5 GAL M S 2. UTILITIES LOCATION Fai tAtl r 12.75 0.5 1770133 Qf 7 2 T 48 Ce 0 0..9 13 5. BOULDER TYPE,SIZE, YC16HT AND PLACEMENT OTAL 61.1 G) IRRI6ATiON SYSTEM fJGH-iN J Iw RHG Ro5ert7ortWus aFfichali5 Fk+tttrigtort b'OG. 1 bAL M 5 Plant"cation Sydem T397e: Zone tr.Bt Area Seasot9�t'iartP3CtQ t R 3t► 0.8 84.316 3 LOW Tree r SCALE: 1"=2O' ' G"� DKorf i. TRENCH DEPTH AND LOCATION a If3E�o1CMt T' [ z p XGG Ygkrg a congestum rAxnpocta' 5'O.L. 5 GAL M S 2. PIPE SIZE AND GLA55 &eafot anal Eno Plaet Area Colmealra Pwtra rxftabd a IQ xg€o�rna 3. PRESSURE TCST(125 PSI FOR 6 HOURS) Valve facbr fg R p762 T� trLt?(ir. YUatruEe W 0 4 16.5 0. t34.31 4b ?18 MIDI 0 Z a- 0) PLANT MATERIAL (TREES 4 SHRUBS) Sumer 45.75 0 i34.31 R b2 ?48 0.9 0.71 !. CONDITION TAlttr 12.7E 0 84.316 am TO 0.9 2. TYPE OT OTAL 9.1 020 3. PLACEMENT rT . � �.( T PlantfirrigatioT Sydem 13NPe: Tone IrT.E f Area SeascirW Part faotar• f•+~ C t E) 6ROUND COVER(DECOMP05E0 (5RANITE) Sorayffitib/DrIp 3A 0.8 140526 B LOWfAbdTree 1. TYPE Seafo► onalEt0 Fait Ares Cotrreabi Fa rs Esriaakd Ib R 2. DEPTH AND SPAVN6 Vane Famr SCL it- 052 To trl.l5t. BAaterIt I$ 5. COMPACTION 9 16.5 0.3 14J.52 BJ52 743 o.91 0. O Srm�rtner 45.75 0 M. 13S2 118 0.9 1.781 F) FINAL fa1•101tr 12.75 0.3 W.= 052 T18 09 I I. iRR16ATION: OTAL 2.91 a) VALVES,BOXES AND WIRING b) CONTROLLER OPERATION AND SCHEDULE TdW Tree And Swab 55.23 c) SPRINKLER, BUBBLER AND/OR DRIP EMITTER TYPE, FLOW RATE AND QUANTITY PER PLANT North D6 - DO NOT PLANT CU OVERALL OPERATION o) As BUILT Total Estimated Water Use 6523 if L2. TREE STAKIN6 FRED NARI NG DRIVE / # \ 3. OVERALL APPROVED_ TEN4PORARY LANDSCAPE-RJTURE LOGATLON / , \ Q ` � E THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT Job NO. _ OF GUR6-TO fsE INSTAL:ED DURING FZED IN ACCORDANCE WITH WATER CODE TITLE 7• DIVISION 1, CHAPTER 3, ARTICLE 10.a, [i 1_ tJ E I 'y+E t.) YtARINb WIDENING'PRO,IEGT SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN 7��6 iN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY). IC � RT SHRUE3 L ANT I J �O N 5EM %EET ,irETA DATE BY 'LIC WORKS DEPARTMENT A i `L L3.1 Ir TII�L7 �{.i/1IL5 WATER W"AGENIUTT 5a'ECixIST Sheet NO. -SERT 5EE %M-T L3"2 FOR PLANTING SPECIFICATIONS BMAIL EFOREEFOW . DEVELOPMENT SERMES SUPERVISOR YOU DIG LI 1 TOLL FRff 1 800 237-26t10 A PUEUC SEIMCEffy Of 14 uNDERGR0UND SER\4CE ALW L,. ^ Z Z_