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Home My WebLink About36879 COOK STREETPage 1 of 2 Rick Evans From: Rick Evans [rick@theevanscompany.com] Sent: Wednesday, November 08, 2006 11:15 AM To: 'sknight@ci.palm-desert.ca.us' Subject: RE: PFF pad -PARCEL 7 OF Parcel MAP #31515 The current schedule for the completion of that landscape is late January .The bank is scheduled to open in March 07. We are contractually committed to having this work complete by their opening� C N The Evans Company �� 74-000 Country Club SuiteH-2 "-< z �l Palm Desert CA 92211 �;� � fTt 760-773-9832 ph � � i n 760-773-9903 fx �'�'r � rn rick@theevanscomp�.com email �� rn From: sknight@ci.palm-desert.ca.us [mailto:sknight@ci.palm-desert.ca.us] �� ` � Sent: Wednesday, November 08, 2006 10:16 AM M� �v To: rick@theevanscompany.com A � Cc: dhollinger@ci.palm-desert.ca.us Subject: RE: PFF pad -PARCEL 7 OF Parcel MAP #31515 Rick: I appreciate the information and will attach it to the appropriate plans. However, I still have a question as to the timing of the landscape installation around the building. Spencer Knight Landscape Manager City of Palm Desert -----Original Message----- From: Rick Evans [mailto:rick@theevanscompany.com] Sent: Tuesday, November 07, 2006 4:17 PM To: Knight, Spencer Subject: PFF pad -PARCEL 7 OF Parcel MAP #31515 SPENCER, LAST WEEK DIANNE AND I DISCUSSED THE LANDSCAPE RESPONSIBILITIES FOR THE ABOVE REFERENCED PARCEL AT THE VILLAGE AT UNIVERSITY PARK. I AM WRITNIG YOU TO CONFIRM THAT AS PER THAT CONVERSATION THE EVANS COMPANY IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL LANDSCAPING FOR THIS PAD I HOPE THIS INFORMATION COMPLETES YOUR FILE ON THIS SUBJECT,IF YOU SHOULD HAVE ANY FURTHER QUESTIONS PLEASE CALL Rick Evans The Evans 11 /8/2006 PFF Bank Per City of Palm Desert Received: 9-28-06 Comments on Landscape Plan Sheet L-1.01 Comment 1 Response 1. Why are you tying into an e�usting lateral? Irrigation has been revised to show mainline crossing into project boundary where independent valves will be installed. Comment 2. Ba11 valves after each RCV. Response 2. RCVdetail has been revised to shaw installation on ball valves. Comment 3 Provide City of Palm Desert water calcs. Response 3, Ciry required water calcudations liave been provided. Comment 4 Wall is being extended. Response 4. This is not an irrigation feature. Consult with landscape architect. Sheet L-3.01 Comment 1. Response 1. The area shown as concrete is shown as planting on the Civil Plan. This area has been updated to reflect the civil plan and planting has been added to this area Comment 2. Parking area does not meet the City Parking Lot Tree Ordinance. Response 2. A tree has been added to the area previously shown as concrete to meet the CPD Parkfng Lot Tree Ordinance. Comment 3 Show one tree not two in planter Response 3. One of the two trees has been removed. Comment 4 Planter too narrow for tree. Response 4. Tree has been removed from planter. Comment 5 Move tree to the widest part of the planter. Response S Tree has been moved to wider area of planter. '� ,.. � •�: ; �i li�,� ,, � ��/ f . : � � j'� ,:4 • . . �, �j:,�'; ..,.- :,�; 1. ,All main (ine ar��! lateral {ine }�iping and control wires under paving shall be ;r,�+_,,t��,� jr� �e�c.�'��le _'ee`�'es. ,t��i,�� ,� r� t,-�+�,ru1;'�e �+��` �,-�� ." � p u �� ri! ��t��uirt of twice (2x� fhe �iameter of the pipe to be slceved. Control wire sleeves snall be of suffcient size for the required n�.!mber of wires under paving. 2. Pipe sizes shall conform to those shawn on fihe drawing. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of sa�d rejection. 3. instal( all piping between the point of connection and the basket strainer or the R.P. Backflow preventor as per local codes. 4. Final location of the aufiamatic controller c�nd basket strainer or the R.P. Backflow shc�il be approved by the developer and the landscape irrigation designer prior to ins`��flation. 5. 117 vac electrical power source at controller location shall be provided by the developer. Th� irrigation cor�tractor shall make the �nal connection from the electrical sr�urce to the controll�r. b. AI! s��rink(er heads shall k�e set perpendicuiar to finish grade unless otherwise specified. 7. The irrigation confiractor shall flush and adjust all sprinkler heads and valves for opi�mum coverage with no overspray onto walks, streets, waHs, etc. 8. This design is diagrammatic. Ail piping, vaives, etc., shown within paved areas is for design clarificafiion only and shall be installed in planting arer�s wher�ver possibie. 9. it is the responsibility of the irri�ation contractor to become familiar with alf g r a d e d i f# e r e n c e s, i o c a t i o n o# w a N s, r e t a' t n i n g w a l l s, s t r u c t u r e s a n d u t i l i t i e s. T h e i r� r i g a t i o n c o n t r a c t o r s h a i) r e p a i r o r r e p i a c e a l i i t e m s d a m a g e d b y t h e i r w o r k. W o r k shall k�e coor�+iriated with other contractors for the location and installation of pipe si�eves througr� wall, under roadways and paving, etc. 10. The sprinkler system design is based on a minimum o�;erating pressure as shown on th� respective �oint o# connection notes. Contractor shall verify water pressures prior to construction. Report any c�ifferences between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection to the owner's authorized representative. 11. Do not wilifully install the sprinkler system as shown on the drawings when it is obvious in the fie{d that unknown obstructions, grade differences or differences in the area dimensioi�s exist that might not have been considered in the engineering. Such obstr�ctions or dififerences should be brought to the attention of the owner's c� 4hc��zed reprps��*ative. 6a� �� en� t�nis r;tificatiar� is not performed, the irrigafiion contractor sha11 assume full responsik�ility for any revisians necessary. 12. All sprinkler equipment not otherwise defiailed or specified shall be installed as per manufacturer's recommendations and specifications. 13. The irrigation cantractor shall ir�stall kbi ser4es adv's (anfii drain valves� on ail heads in areas where fir��sh g�ade exceeds 4: i, where posfi valve shut-off draining of the irrigatiun head occurs or as directed by the owner's authorized represenfiative. 14. The contractor shall provide reduced pcs - pressure compensation screens (per attached fegendj as necessary to eliminate overspray onto streets, waiks or other areas as directed by the owner's authorized representafiive. 15. Shrub heads and risers may be subsfiituted for pop-up heads in planted areas except where adjacent to high traffic areas such as wafks, curbs, turf lines, monurnents, fountains, or signage. Refer to instalfation details. IRRIGATION PLANS ARE DESiGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATI�N EQUlPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED M HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREEiS, WALLS OR ANY OTHER HARDSCAPE J STRUCTURE. � _ _ Ni�Z� ,,I�'�G�✓'----�� L_ -- o � ------ _ _---- - _ IRRIGAI�ION EQUIPMENT l_EGEND OF — WI11TE SCHEDULE 40 PVC LAiL-RAL LINE�FOR TREE IRKIGATION-BURY 12". ` TO WI iITE SCHEDULE 40 PVC LATERAL LINE FG�� TREE IRf�IGATION. BURY 12". X VALVE CALL-OUT. X: VALVE STATION Y:VALVE SIZE L:FLOW(GPM). �� W— WHITE SCHEDULE 40 PVC LATERAL LINE FOR TREE IRRIGATION. BURY 17'. --�----- ----�— WIiITF SCHEQULE 40 PVC l,�,TFRAL L!NE FOR �HRI!� f�RIGATiON. EURY 17'. ==__= WHIT� CLASS 315 PVC SLEEVE TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. 5 ,.4 �� a�� \�;.=', �� '"`�'' .-' l �.! a � �� ° CONNECT T EXISTING 1" LATERAL LINES. REfER TO THE `✓IL�AGE AT iJNIVERSITY � - �� LOCATION OF MAINLINE AND RFMOTE CONTROL VALVES. CONTRO�LER 'E' LOCATFD ON TFiE VILLAGE Ai' UNiV�►�SITY �'ARK - FHASE 1(RkTA(L� PACKAc;E PREPARED BY LAND ARC+WEST. t: r' � .---. , C�L'� � � i � i E� � ` ' ? 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' ` ■ ' ! � � i i ; t ___ . _ _�_ __ - .. �_ _ ..� .._ .,..___' _ __ _ —_. t �_ ? , ■ f 3 i f i � ;' �...._._y ' . •� .^C � � ,_: t � � ! t ' ? _ } ' . j 4} � j' ��'t � � r ■ ! � � ' ; � ;;! i_k ..�.� � f 7 � '? i i � 1 3 S� � � ■ � £ I I i ; � � ? ��.__�..�_. s_ -__ �_ i �x�.._�._.__�._ � :�-_ T � � i i i . ; F � �\ � ` '� 1 ``.. ri( ./ ; ■ ; � ; � T ' ; \`�.f'" `�,�'' £+ ; . �•,,�" `i�. � I ■ T ; . � ...._ � 1� i `_ ' ` ' i ■ , , : : ; , ; ; � >3 � ;- !i i i ; ; { � I : - .� . : ,._____ . , . _��..� ; � ; ; i _�. __.._ _.__. _ _..____.__�.---. __.._..�� ' ' '� � � . �, ; ■ �_� ___. _ , _ �.... � ■ ■ � ;�._�. — , '�'tj ■ ■ ■ ■ ■ _____ _, ____ k� � � � � � � � � .. _� � � �_� �_::� �� -� � � .� � � . �.� � � �_� ��-� �_� �_�_��_____ . LIMIT OF WORK ��, f �; I; i� il }9 �� ! f � �" � � � � v� � � � U 1�1C I X�t I T'� 1Ui�f 7 � �.�-�; �o t � � =��..� 1,-�-� �� `� . �'O � �_��i 1 S u--�� C.��`�.-�, � � C�� \ These piar,� have been reviewed* by the Coachelfa Valley Water Distr�vt in accordance with Water Code Title 7, Division 1, Chap#er 3, Article 10.8, Section 65597 et seq. requiring efficient fandscape and irrigation design in cooperation with local governing agency (City or Countyj. *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. 7rees, plants, walis and permanent str�ctures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 0 15 30 60 ...g . .. � iC�LE 1 " = 10' SLEEVE NO�E C4NTRACTOR IS RESPONSIBLE TO SLEEVE ALL PIPE AND VALVE WIRES CRC�SSING STREETS, DRlVEWAYS, HARDSCAPE, ETC. SLEEVE SHALL BE A M1NIMUM 2x THE DIAMETER OF THE PIPE SLEEVED. P1PE SIZE LECCEND i X g 1" MIN. 125„ 1.5" 2�� 2 5�� 3" ��N �RAL NC��S �� . !�..y};y�;F'� I��aiC ;. y�r�St _ . _ _ __ _ _ _.. _. _ __ �. �'�.,.,,... .._.... 3901 lNe�torly PI., Suite # 111 Newport E3each, CA 92660 LIC. No. 4340 TeL (949) 7_?4-0040 Fax (949) 224-0044 �� '� —�..�� <� �� , C��ISULTANT �' �•'�� ':� ;�, � . %a�a r � 's:;,�y � � � .��..� � � � C� �" � !� � � �� O � � U � � w � � � > � �1.� � Q �� W Li_ � � � �- ,� �- � � � (,� � � � � � , � �1" � Z °Q � - � �r.. �'� -,�.-,�:,.:�.,yx,,._: .. � -_ , �� ' � aaao `�t� � SJpmtun �o-s�-or , R�+»Wd Dat� Date 9� ��- � CAi.i� h.i.�.,u'.�'i i' ,.:�i.9��# Jt'M':r.$C .,vS`s .` '�'p ' i#°+' ax - �. . : IRRl�ATI�N P LA !� Revisions� No. Revision Oescription: 'sZ•'i� Water Management Supervisor Development Services Supervisor �,.�,_�` ::..�.�� _--- '�:-��= y,;�. Date� 09��9�06 Drawn �y: PM � Ch��ked� PM Job �: 0�-1426 Pl+�t D�te� ��22-06 Ptan Set� A-1 �� ...__ �.��-- �� . . � ��,�_M .. E�T 1 OF' 4 _ :� pCT 26 ��i� �TM��cv�o�K�b��Q � � .� �v � � Q a. "� � �-- � ao � � � V w c� a � � � � �� y7�.� �� X�` .'^�.]lRiC.:.C'.. ...m:�'...'.- . ,C�. �"TF'NtTo:tliQ�YY�.��. _ 5...�:5"'..i.R.t. OMANUAL FLIISH / BALL VALVE. REFER TO LEGEND FOR TYPE. 2� SALC� PVC FLEX TUBE. 2' MINIMUM. 10" RaUN� VALVE BOX. HEAT BRAND U3 VALVE Ln. ON TOP OF LID IN 2." HIGH LETTERS. �4 SUPPORT BRICK, TWU REQUIRED. �5 FINISI-i GRADE. ��, _� ..�.:� �.< ��,,�. :,� -�.,� MANUAL FLU�H V�LV� � � �, -� SHRUB LEGEND �,��.�� r�.�., .��.�..�,.�� .,,�,..�� ..�:�,��,�._z SYMBOL NAME SIZE EMITTER QTY. �AGAVE B4YICORNUTA 5 GAL PC-05 2 COWSHORN AGAVE O AG�VE QESE:RTii DESERT AGAVE G P RR I VARIEGATA 5 GAL II PC-45 I 2 � PARRYS AGAVE 5 GAL PC-05 2 OAGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL PC-05 2 �BOUGAINVIL�EA 1 GAL PC-07 2 LA JOLLA �BOUGAINVILLEA 1 GAL PC-07 2 ROSENKA rn CAESALPINEA PULCHERRIMA 5 GAL PC-05 � 2 W RED BIRD OF PARADlSE �CASSIA NEMOPNILA 5 GAL PG-05 2 DESERT CASSIA O CHAMEROPS HUMILlS 24"BOX P��7 3 MEDITERRANEAN FAN PALM 36"BOX _ _ ODASYLlRION WHEELERI � 5�q� � ! PC-07 2 Y DESERT SPOON � ROSMARINUS OFFICINALIS 5 GAL PC-05 1 � 'TUSCON BLUE' RSEMARY M!N 6'HT FUUQUIERIA SPLENDENS ALL CANES ��_a5 2 OCOTlLL4 M1N 8 CANES � HESPERALOE PARVIFOLIA 5 GAL PC-45 2 � RED YUCCA �LEUCOPHYLUM FRUTESCENS � TEXAS RANGER 'GREEN CLOUD' � GAL PC-OS 3 m �LEUCOPHYL.UM LANGMANIAE 'RIQ BRAVO 5 GAL PC-05 3 `Cy RIO BRAVO SAGE _ O MUHLENBERGIA RIGENS 'REGALM{STA' � �A� PC-Q5 1 DEER GRASS NOLINA PARRYI 5 GAL PC—OS 2 � PARRY'S NOLINA �ROSA BANKSIAE 1 GAL PC-07 2 LADY BA�EKS ROSE 'LUTEA' � � �ROSA BANKS{AE 1 GAL P�—Q7 2 LADY BANKS ROSE 'ALBA PLENA' GROUNDCOVER LEGENn SYMBQL NAME SIZE EM{TTER QTY. �LANTANA MONTEVIDEN5IS 1 GAL PC-Q7 1 'NEW GOLD' �LANTANA M4NTEVIDENSIS � �qL, PC-47 1 PURPLE TRAILING LANTANA VINE LEGEND_� -_ _._�_ SYMBOL NAME v MACFADYENA UNGUIS--CATI CAT'S CLAW size 15 GAL PC-05 f 1 No sca�E .--,�.�_�::��_ ------- ��s�. �, ,i� �, - . �• �•�` � •�„ �► _'�, /`�� ➢m¢... '. .�6's.IFfw�. �� :,� � .�.�,�- ��- ;� . ,�� RAINBIRD CONTROL ZONE KIT (REMOTE 1� CONTROL VALVE WITH PRESSURE O$ VALVE SOX BRICK SUPPORTS. 4 REQUIRED. REGULATING FILTER). 3/4" CRUSHED GRAVEL - 8" DEPTH. ENSURE �2 LATERAL LINE. REFER TO PLAN FOR SIZE. 9� 2" MIN. SPACING FROM 80TTOM OF VALVE TO TOP OF GRAVEL. 3� WATERPROOF WIRE CONNECTORS. 10 MAfNLINE SOLVENT WELD FITTING. �VALVE BOX. FIEAT BRAND VALVE I.D. ON � � PRE>SUR� P�IA.INLIf�E. TOP OF LlU IN 2" HIGH LETfERS. FINISH GRADE. INSTALL VALVE BOX 2" OABOVE GRADE (N SHRUB BED AND 1" A80VE 12 PVC T.O.E. NIPPLE. IN TURF. OCONTROLLER LEAD AND COMMON WIRES �3 T. CHR(STY VALVE LD. TAG. WITH 24" MIN. EXPANSION COIL. �7 PVC SOLVENT WELD E�BOW. OBARBED EMITIER. REFER TO LEGFND fOR O Fl��il�l� GR�`,C�E:. TYPE. RAINBlRD POLY FLEX RISER. LENGTH AS O2 REQUIRED. RIDER TO EXTEND 4" PAST FINISH �b SCHEDULE 40 SXSXI /2" TEE �, GRADE. O3 LATERAL LINE. REFER TO LEGEND FOR ' INSTALLATION DEPTH AND TYPE, �4 SHRUB ROOTBALL. i I �.,...�__ _ .. _ _.._„� :. _ �.,�,.- �:.� ,.a� .�.�: � �.�:_.�:v�,�- ��-- ��,.� I ��,..�,s�-.�._�..�:�� .. .�� .x .�.-_� POLY�-FLEX RiSE� AS�EN1Bl.aY NOSCALE . .�.,�..T ___ _ �_ _ ��.-� �. -� ��:� .�.s.�._�.�:�F � _�.. .�, _,,,,�� _ ____� �--�.� TREE LE�END FOR IRRlGATION SYMBOL NAME SIZE BUBBLER QTY. ._ ACACIA SMALI.i! 36" BOX 1401 2 SWEET ACACIA . ACACIA STENOPNYLLA 36" BOX i 401 2 SHOEST�ING ACACIA , CERCIDIUM FL4RIDUM 36" BOX 1401 2 BLUE PALO VERDE � ' OLEA Et1ROPAEA 84" BOX 1402 8 ��``�� , OLIVE 'SWAN HILL' PROSOPIS CHILENSIS ITYBRID 36" BOX � 402 2 • CHILEAN MESQUITE PROSOPIS 'PHOENIX' 36" BOX 1401 2 - MESQUIT� /';`� THEVETfA PERWIANA 36" BOX 140� 2 �J YELLOW QLEbNQER . ULMUS PAR�`IFQLIA �� 1401 3 "DRAKE" 'aRAKE ELM' 48 BOX ULMUS PARVif OLIA 24" BOX 1402 2 � "DRAKE" 'DRAKE ELM' , ; PHOENIX QAGTYIlFERA 'MEDJOOL' 13' BTH DATE PALM 1402 2 T�� PER PLAN . DALBERGIA SISSQO 24" BOX 1402 2 ROSEWOOD . PISTACIA CHINENSIS 24" BOX 1402 2 CHINESE PISTACHE � �.__:��,�.��:�,�.�:�u..�,�.�:a,�•,��,,.,� : :.� ;.�:., .:,.:�:�:�..,.;,: . �.�..�.s�.��„�,� �.� REMOTE �CaNTRC�L ZONE KIT NOS�A�� . �..� _��-__.,,�_ _.�,- ��. �- a.�, _�:.. -��= -�.-..� m.�,$.��.- .£�.�.�.�.. �.,.�,,�.a� _ -.. .� ��,-�� .�,�..��.��.,�:.�..n-�,,��: IRRIGATIQN CONTROL WIRE. RtJN W 1� LATERAL LINE. REFER TO PLAN FOR SIZE. �7 MAINLINE TRENCH. TIE TO MAINLINE EVERY ' � 0'. O2 FINISH GRADE. O PRESSURE MAINLINE QEPTH. REFER TO � LEGEND. BACKFILL. REFER TO IRRIGATION � 3� SPECIFICA110N FOR COMPACiION AND 9� LATERAL LINE DEPTH. REFER TO LEGEND. �'� SOIL PROPERTIES. � O SUB-GRADE. �� PIP SLE O ED L(UNDER HARDSCAPOE ON�) � 5 CLEAfJ BACKNLL / SAND. PROVIDE 2" �� }{ARDSCAPE. O UNDER AND 4" AROUNQ PIPE. � � � O PRESSURE MAINLfNE. REFER TO f'LAN FOR � SIZE. � ,_. _ .��_ :� .�.�_p....�.__�am �-��_� ,� - .��_�� _�: � TR�IV�H�� NOSCALE -�.. �� .. �� -,� :��.g.�: �yyps.a.��.e..,. . ._ n .w[tY�eY'+��! " �" 1� TREE LOCATION, REFER TO PLANTING PLAN. � FWISH GRADF � BACKFILL OLATERAL LINE. REFER TO TRENCHING DETAIL FOR INSTALLATION AND LEGENQ FOR DEPTf I OROOT BALL �:.. _:,��--� — �-.� -�� ; �6 RAINBIRD 1400 SERfES BUBBLER ORAINBlRD PA-80 ORAINBIRD PA-8S-PRS OREFER TO SPRAY HEAD DETAIL FOR SWING ASSEM6LY AND INSTALLATION. REFER TO LEGEND FOR QUANITY OF BUBBLERS PER TREE. ._ r : i � * _ � • . . y_ _.� - .�.;�., � ,Y„�.:;�:��... �� - ��-�, � �..� ..� ---»:: ��.� ._._. .�:.��-. lU LEAD WIRES. NpTES: 1. PLACE WIRES INSfDE SCOTCHLOK CONNECTOR AND TWIST. �2 3M DBY SPLICE INSULATOR TUBE. 2. (NSERT W�RES WfTH CONNECTOR IN51DE �3 SCOTCHLOK ELECTRICAL CONNECTOR. GEL-FILLED INSULATER TUBE, PAST LOCKING FINGEi�S. O4 LOCKiNG FINGERS. 3. POSITl�N WIR�S IN WIRE CHANNELS AND SNAP COVER CLOSEQ. � INSULATOR TUBE CCyVER. � R - �,,� .u.:��.,��,,�_._., _ ..� YY �� N��1�� N4 SCALE Th�se plans have b��n reviewed* by the Coacheila Valley Water District in accordanc� with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient lar�dscape and irrigation desic�n in co�peratian witr� local governing agency (City or C�unty}. *Apprc�� rl af this dra�,�ing k�y CVWD Staff c�oes not cc�nsfitute ap�rovai to er �cioach into district and UUSB� Rigl�its-af-VJay. Trees, plants, wal►s anc! permcir�ent siructurEs of any kind may r�ot be planted ar install�d in CVWD and USBR easements ar righi--vfi-way without first o�ta�r�ii�7c� �n encr�raGhrr7ent �ermit from CVWD. Date Water Mc�nagement Supervisar ��De��elopn��;nt Services~Siip�:rvi�or land�ar�.� � west 3901 Westerly PL, Suite #111 Newport E3each, CA 92660 LIC. No. 4340 Tel_ (949) 224 0040 Fa�c (949) 2240044 ��.t'�''r'�--'-'"-'�"'°..e'�.>_.��'.'�s�.'�ti.�''�ac;t.:.: s'� _.;:_ �� corvsu�T�NT �-�� < a �.�. _� �,.� . � � � � . . � ., � ��. �.. :• ! ��. �� -,, . �M , , .:�"N'��.' :. � �� . •. � . . � . ' �_ �, �� ,�tip� �� 4340�� ,�� — � s� �o-s9-o7 _ , Re�s�wsl D�Ra t�, n.te ��' !q� � �F Cpa�,.�F�'_ �� C�� ; ! . � � R@VIS10�1�� No. Revision Descripti�n: -��-: � m -�--,� a_,�„ . - ..� - �..-��r D�t�� 09...1�, .4� C�r� �vr� _. _� �� _�� _ _.---_________ Ch��= F�hA __.��__� JO�J► �� Q�`�i��'� -- _. _�__�_w_ _..�___ _ _--- ��€�'� ��: ��2��.2�� P'�Ii ��$� �� .,-^TM- . � .t -.2-,- _- ,� -;,,.v .. _..:a �ve��'• J s «" `'�.,... �: ��:':p. _Y � �_..3. .s.:....a,.._ . .. . .. , .�� - ��,��'� � � +�j� r �y � �� ' � °,�� <J�" �� - �.,.f��..��".-,- .�� , � .. �..e:� ,..._. _� _� ,tt�,�,gG ok �� p ,�;.,��a Q � � Q i-�tl � � � � �d i'� c� � �.' � � SECTION 02810 - IRRIGATION SYSTEM 1. GENERAL a Permfts: Contractor sf iull obtain and pcay for all ��errnit5 r<;c�uirod for irri�catic>n instc�llation. 2. AS BUILT URAWWGS a. Record accurately on one set of bluck and wf �itc prints (irrigation drawir�gs), ull chun�es in work constitutir �c� departurc,s from the original contract clrawings. Include chunges iri f��oth pressurc and non--pressure lines. b. Upon corn�letlon �f ecach lncicrnent c�F work, ircansf�r UII such infUrrr�Uti�n anc� dirnensions to the prints. Recard changes and dimensions in c� legible nnd professional rnanner. Wt�en the cJrawings are approved, the Contractor shall �erforrn all final as-built drawings. c. Dimension from two permanent points of reFerence (monuments, sidewalks, curbs, pavcment). Record infonr�ation on as-built drawings day-to-day as the work is installed. All dimensions noted on the dre,wings shall be 1/4 inch in size. d. Show dimensionai locations and depths of the f�ilowing: e. Maintain as-built drawings on site at all times Point of connection (P.O.C.) Backflow prevention assembly Basket strainer Master vplve Flow sensor Routing of irrigation pressure mainlines Shut-off valves Irrigation control valves Automatic controller, and electricai conduits Central controi hardware, communication conduit with pull boxes Sleeves and pull boxes 3. CONTROLLER CHARi'S a. As-built drawings shall be provided by the Cnntractor prior to the preparation of the Controller Charfs. As-builts shal( be drawn on 3 mil sepia mylar of same size as constr�ction docurnents. b. The Contrpctor shpll provide two 11 x 17 controller charts for each controller s�pp�ed, showing the area cavered by the automatic controller. c, The chqrt shali be a reproduction of the as-bullt system drawing. lf the controller sequence is not legible when the drawing ;s reduced, enlarge it to a size that will be readable when reduced. d. Charts shall be blackline print or computer plot with a different transpqrent calor used to show area of coverage far each station. e. When complefied and approved, hermetically seai t'rie chart between two pieces of plastic, each piece being a minimum of t0 mils ftitck. 4. OPERATION AND MANUALS a. Prepare a�l rec}uired and necessary descriptive rnaterial in complete detail and sufficient quantity, properly prepared in two individualiy bound copies. Describe the material instailed in sufficient detail to permit qualified maintenance personnel to understand, operate and maintain the equipment. Each manual shall include the following: Index sheet stating contractor's address and telephane number. Duration of guarantee period with g�arantee forms. 5. SPARE PARTS AND EQU(PMENT a. Prepare and deliver to the Irrigation Consuitant, prior to the start of maintenance, all required spare parfs, tools and equipment. Spare parts, toofs, and equipmenf shal� include the following per water meter: �axx�oc �cx�000cx 6. GUARANTFE a. Subrnit written guarantee, in approved form, that all work showing defects in materials or workmanship will be repaireU or replaced at no cost to the Builder or Deve�oper contracted with the Landscape Contractor for a period of one (1) year from date of acceptar�ce by the Irrigation Consultant. b. The guarantee form shrall be written onto the Contractor's letterhead and contain the foilowing information. (Shawn as an exampte or�lyj Guarantee �or Irrigation System Project Nam�, 7ract f 199t Lof 9 We hereby gwaranfee fhaf ihe irrrgation system we have furnished and tnsfalted for Project Name, Tract Number 111 i 1 Lof Nurrrber 1 is free from defects in matenals a�d workmanshrp, and ti�� Nork has been compieted rn accordance with the drawings and specrficatrons, ordinary wear and fear and unusual abvse, or neglect expec[�d. V✓e agree fo reparr or replace any defecis in material or workmanship which may develap during the period of one (1) year from dafe of acceptance and also to reparr or replace any damage resi�lting from the repairing or replacing of sUch defecfs at no addiironal cost fo the Developer. We shalf make such repairs or replacernenis within a �. .. ,{{ 1� _ . _ _ ,i�„ ,, F c +,.,-. { -�+.. Q .�+�� 11. .._ .. in m� �c r� ..^� a- c r ^ ^•-�'. . . -�. n ,a... �c>>.-, ..,,:�. � ,.• t f.' c c ��a^� t... ,r r� a ' " .,r,.•..�r n � ��' A e !^ � , i a , . _ , . ,ni h a r . . ,k , ... _ . ., .� ,. 2 5 _ ,.R34, ., . . . a ... : � w , .. C� c .., ., . � _. _ _ . ......)�h�ia.�iF .�.e �Ei1G�.l 1 .�v J , c... i_ ..... �.t!_. � :f!!_.� 1 t . _ . .. , � .. as c i. e . c�r : cf w c� ;;.,. � 1 , � - �• ma af �ur ex erue and we N+tt a for the after receipt of such wriften notice from the Deve�oper, we authorize them to proceed to have said repai;s or reptacemenfs de p p y cosfs a»d charges fher::fore upon demand. Profeci Name,- Name Owner. Developer's Name Here Landscape Architect: _ Name Tract Number(s) 111 ? 1 Lof Number(sJ t Signed: Tifl e: Date of Signature: Address: Telephone- Date of Srgnature: PRODUGTS 1. GENERAL PIPING a. NOT APPLICABLE b. Domestic water pipe (Pressurized mainline and laterals) shall be extruded of an improved P. V. C. virgin pipe compound featuring high impact strength. Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454B for pipe. Compound shall have a 2,OQ0 P, S. I. hydrostatic design stress rating. Pipe shall be white in eolor. c. NOT APPLICABLE d. Ultra-Violet Resistant (UVRJ pipe shail be extruded of an improved PVG, virgin pipe compound featuring high impact strength. Confirrn to ASTM D-1784 or D-2241 to meet the requirements of celi classification 12454B for pipe. Compound st�al) have a 2,000 P.S.I. hydrostatic design stress rating. e. UVR water pipe shall be manufactured using ASTM G-53 testing for accelerated weatherir�g to resist weakening or corros;on by ultra-violet radlation. Pipe shali be brown colored. UVR water pipe shail use Sch. 40 PVC. fittings manufact�red of the same material or process as the UVR pipe an which they are used. Type: Pipe: Sun Stop, Pacific Plastics, or approved equal. f, Pipe materials shall be used as follows: 1. Pressure mainline from p�int of c��nnection (P.O.C.� through backflow prevention unit or basket strainer to master vafve: Brass. 2. Mainlines {pressurized) 1-1/2 inch and smaller downstream of backflow unit: ScF�ecJule 40 solvent-weld PVC. uniess otherwise noted. 3. Mainlines (pressurizedJ ?_ inch through 3 inch downstream of backflow unit: Class 315 solvent-weld PVC. unless otherwise noted. 4. Lateral lines: Schedule d0 soivent-weid PVC. 3/" and ak�ove un�ess otherwise noted. 2. PLASTIC PiPE FiTTINGS a. Solvent weld pipe, extruded of an improved PVC. virgin pipe compaund featuring high impact strengih�. Canfirm to ASTM D-1784 or D-2241 to meet the requirements oF cell classification 1245hB for pipe. Compound shal� have a 2,000 P.S.I. hydrosfatic ciesign stress rating. b. All pipe and fittings shall bear the foi�owing markings: Manufacfurer's name, nominal pipe size, schedule or class, pressure ra#ing P.S.I., NSF, and date of extr�sion. c. Make solvent cement joints far plastic pipe and fittings as prescribec! by the manufaciurer and shall be low-volitile. d. Ail PVC. fittings sFiall be Schedule 40 PVC. and shall be injection mold��d of an approved PVC, fifiting compound featuring high tensi(e strength, high chemical res{stance, and high irnpacf strengfih, Fittings shall conform to ASTM D-1784, and meet the requirements of cel! classification 324548. Where threads are required in plastic fittings, these shall be injection molded also. Type: Spears, Lasco, or app�aved equal. e. Afl threaded nip�les shalf be sfandard weight Schedule 80, with molded threads. f. Nippies on pressurized mainline shali be Sch. 80 Thread �ne �nd {T.O.E.j with the threadec� side attached to the FIPT device and fihe SLIP enci uttuc��eci to fhe pressure mainfiri:; w�;h a SIIP coupling. g. Usa 3/4 inch size Teflon tape on aL' threaded ends. 3. COPPER P;PE AND FITTINGS - Not Applicable 4. BRASS PIPE FITTINGS � a. Brass pipe shall be 85 % red brass, American Natiana( Standard Institute {ANSIj, Schedufe 40 screwed pipe. b. Fittings shall be m�diurn brass, screwed, 125 pound cla�s. 5. GALVANIZED STEEL PIPE & FITI'INGS - Not Applicable 6. BACKFLOW PREVENTION UNITS - Insta!led by C.V,W.D i 7. PRESSURE REDUCING VALVES a. Pressure reducing valve shall be of the brand, size and type inciicated on the irrigation plans. b. Pressure reducing vafve shal( be of bronze and stainless sfeel construcfion and be adjustable from 25 P.S.l. to 125 P.S.I.. Type: Wilkins 500HL�, Watts 25AUB-HP orapproved equal. S, BASKET STRAINERS - Not Appiicable 4. BALL VALVES a. Ball valves 3 inch and smaller shall be of the brand, size and type indicated on the In7gation plans. b. Refer to legend for type. Type: Watts FBV-3 full port brass bail vaive 10. QUICK COUPLING VALVES a. Quick coupler valves shall be of the brand, size and type indicated on the irrigation plans. b. Quick coupler vafve shali have a body cons#rucfied of red brass with a wall thickness guaranteed to w';�hstand normal warking pressure of 150 P.S.I. without leakage, with femafe threads o�ening c�t base. c. Quick coupler valve shc�ll have a hinge cover constructed of red brass with a leather like vinyl cover bonded to it in a permanent type of cover. d. Quick coupiers used with potable water shall have vinyf covers yelfow in color. Type: Potable Water: Rainbird 33DRC e. Quick coupler valve shail be operated only with quick coupler key, designed for that purpose. Q��ick coupler key is inserted into the valve and a positive, water-t;gr�t connection shall be made between coupler key and valve. T, • =�� ainb:rd 33DK tkeyon'i'; /r�. f. LocGte all quick cou�ling valves within t 2- 18 incn of w�aiks, c�rbs, header boards, or pc�ved a�e�s where a��lico'.'^. Lo�ate quick covpler val��es ir�side shrub and ground c,over areas when ever possible. Quick coupling valves shall be ir�sta;ir;d such that valve top will be 3 inch below the lid of the valve b�x. I 1. REMOTE CONTROL VALVES a. Remote contr�� valves shall be of the brand, slze and type Indlcated on the frrigatlon plans. b. The rernote contra! vaive shall be normally ciosec� 24 VAC solenoid �ctucrted globe pc�ttern, spring load�d diaphr<agrn ty�>�. c. The valvc shull be ;>ressure rated up ;> 200 P.S.I. d. The valve shall hr�ve a 600 pound test fabric reinfc�rce�i rubber c1ie��hragrY� c7s�>en�ibly v✓ith sF�lf-cle�r�inc� stc�inl��ss stcc;l screen. � - r i d c�cat�,i � IE;�n itr_i rnc� u_ � . � h v t a�nl �� , � nt<<�I �h t �f( s. � e. The bocly aiici k�onn�;t sPiall be plcastic arid tlie valvc, 5 all ha e u s c i c,ss stc�el c,o / 5 u ►� Type: Domestic Wcater: Re�in�ird PEB Dornestic Drip Assembly: Rainbird XCZ-100-B-COM f. The valve shall provide for all internal parts to be remov�bie from the top wlthout disturk�ing the vaive install<�tion. g. Install vc�lves in planting areas and accorcling to the construction detalls. Only one valve per box wiil be allowed. Align valve boxes at right angles to adjacent hardscape whenever possible. Where several vc�lve boxes are located in tY�e same area, arrange ther� � in a uniform and orderty fashion. When grouped together, allow a minimum of 12 inches between valve boxes. 12. MASTER CONTROL VALVES a. Master controi vc�ives shall be o( the brand, size and ty�e indicated on the irrigation pians. b. The master control valve shall be a switchable normally closed 24 VAC solenoid actuated globe patterr�, spring loaded diaphragm type. The valve shall be pressure rated up to 200 P.S.I. c. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assernbly with sQlf-cleaninc� stainless steel screen. d. 7he �cdy u��u ��,r�et shaii be b�ass and the va�ve sha!? have a stainless �te�' cor`ro� ! sh�toff stem and manu^� c�erat�r e. The valve shail cantain pressure regulation and surge anticipation devices as an integraf part of the assembly. Type: Rainbird EFB-CP f. The vplve shall provide for all internal parts to be removable from the top without disturbing the valve installation. g. Install valves in planting areas and acco�ding to the construction details. Only one vaive per box will be allowed. Align vqive boxes at right angles to adjacent hardscape wheneverpossible. h. When grouped together, p!!ow a mi�imum of 12 inches between valve boxes. 13. BATTERY OPERATED VALVES - Not applicable 14. CONTROLLER SATELLITES - See Controller Spec (This Sheet) 15. CENTRAL CONTROL COMPUTER - Not Applicable 16. COMMUNlCATI4N CABLE - Not App�icable 17. FL�W SENSOR INTERCONNECT a. The flow sensor wire shail be (2J cond�ctor (i wire copper, t wire tinnedj direct burial shieided cable. Ail cable shall be cerfified by Rainmaster Irrigation Systems, b. Flow sensor wire may be extended to a maximum distance of 5,000 Feet fram the (ocation of the assembfy fo which it is connected. Wire shal! be insfialled in a 1" PVC Schedvle 40 pipe at 24" min. depth. All conductors sha11 be the same type and shall be of the sizes shown on the drawings as required for proper operation of the systems. Type: Rainmaster EV-CAB-CQM 18. WIRE SPLICES a. Conductors shall be installed with no underground spiices, unless absolutely necessary and unavoidable. Any and all underground splices that are reguired to be made, must be approved by the Architect, and shall he placed ir� a suitable type valve box for easy access. b. Wire spifces on the two conductar cable communication w(res shall be made with Hydroscape EV-CAB-SPLICE kits 19. LOW VOLTAGE CONTROI. W1R1NG a. Connec?ions between the cantroller and remote control valves shqll be made with ciirect buriai UF= type wire, instalied in accordance with valve manufacturer's wire chart and specificafiions. b. Wire sha11 be soft drawn bare copper meeting the requirements of ASTM speci�cation B-3 or B-8 10°C +60°C. c. Wire shield shali be Polyvinyt chioride, 60°C rated conforming to UL Standards 493 and 83. d. Shieid shall be ��face marked with Paige-Electric, voltage rating, size and type, and UL file number e. All cabfes shall k�e tesfed physically and electrically in accordance with UL Standard 493, and 83 �paragrahs 28.1, 29.1 and 29.2}. All reels and cartons shall bear UL labels f. Wiring shall be installed adjacent to the mainline whenever possible and shall never be installed above or below tr�e pipe, g. Where more than one wire is placed in cr trench, fihe wiring shall be taped togeth::r using black e�ectrical tape at intervals of 10 feet. Type: Paige 7001-0 h. All splices shall be made using seafed wqterproof connectors. o -' - 1 " � i!1 ^ C . lP - I ? Y � C1'�, ) T or rov � 7 n. e. � � . L�B _. _ _ .. �� Tt.. c� ed . YP .,C , P�' • .� i. An expansion curl shalf be provided at ail directiona( changes. Expansion curls shall be sufficient fengkh af each spuc� connection at each electric control valve, so that in case of repair, the vaive bormet may be brought to the surface without disconnecting the control wires. j. Control wires shc!I be laici loosely in the trench next to mainline at 24" min. depth, without stress or stretching of con#rol wire conductors. A two (2) foot expansian loop shall be lacated every lOQ feet on continuous wtre runs. k. Sizing of the lead wire sha(1 be in accordance with irrigation drawings and manufacturer's recommendations, in no case shall the thickness of the wire be less than # 14 AWG. I. A�I leads wires to be # 14 AWG m. All common wire shall be # 12 AWG. n. Use continuaus wire between controlier and remote control valves. Under no circumstances shall splices exist without prior approval. Any splices allowed shal! be installed in a labeled pull box. o. Alf cantrol wires shall be uniform in color. When more than ane controller is ir��talled use a different colorwire for each controller. p. All common wires and only common wires shall be white in color. When more than one controller is installed use white colored wire with a different color stripe for each controfler. Color of the stripe shall match the color of the contral wire. 20, VALVE BOXES a. Round va�ve boxes shall be 10 inch diameter x 10 inch high constructed of rigid polyvlefin, chemically inert plastic, with 6 inch CL. 160 PVC. extension sieeves where required. Valve boxes shall have locking plastic covers. b. Valve boxes and covers shall be tan in color. He.�t brand box lid with the apprapn,ate identification letters. Type: Round: Carson 910 Type: Rectangulpr: Carson 1419 c. Identificafiion letters or numbers shall be 2 inch high and heat branc��d onto the box cover. Identification shaii be as indicated on tr�e detail drawings, d. Heat branding shafi be accomplished using branding irons specifically designed for this purpose. Heat branding shall not weaken or in any way puncture the valve box cover. e. Valve box covers shall be tan in color. Type: Rectangulqr: Carson Round: Carson f. Round valve boxes shall be used for shut off valves, quick coupler valves. Type: Round: Carson 9t0 g. Rectangular valve boxes shall be used for remote control valves, master control valves, drip controi valves, drip pressure regulator / wye filter assemblies, flow serscrs, and pull boxes. Type: Rectangular: Carson 1419 21. SPRINKLER HEADS a. Full circle, part circle and variable arc pressure regulating spray heads and built-in check vaive sprinkler heads: 1. 7he sprinkler body, stem nozzle and screen shall be constructed of heavy duty plastic. 2. The sealing device shall create no more that one (1) PSI pressure drop at maximum rated pressure and flow. 3. The sprinkier shall r�ave a strong stainless steef retract spring for positive pop-down. Pop-up height shall be as indicated on the irrigation drawings and no less tf�an 6 inches. 4. The sprinkler shail have a screen under the nozzie to protect it from clogging and for easy removal for cleaning and flushing system. 5. The spririkler shall be equlpped with a built in pressure regulating device capable of regulating an inlet pressure of 35 - 70 PSI to 30 PSI for proper operation c>' the spray head. The pressure regulating device shall be constructed of stainless steel springs and heavy duty pias#ic parts. 6. Pop-up sprit�klers shall be equipped wifih a b�silt in anti-drain valve capabie �F holding wafier within the sprinkler head from up to 8 feet of elevation change. The check valve equipped pop-up sprinkler sha11 be identified on the cap as being sa equipped. 7. The sprinkler shall have a rnatched precipitation rate (MPR) piasfic nozzle wifh an adjusfiing screw capa(ale of regulafing the radius and flow. MPR nozzles - The plastic nozr.les shall have rnatched precipitcation rates across sets {8 feet, 10 feefi, 12 feet, 15 feat}. The spray nozzles shai( have female thread configuration for use on the 1$00 series sprinkler and the PA-8S plastic shrub adapter. $. Variable arc nozzle: Not Allowed Type: Pop-up: Rain Birc! 1800-SAM-PRS series b. Mediem range rator sprinkler. Not Applica�le c. Shrub Bubblers: Not A�pliccsk�le 22. CHECK VALVES a. Provide check valves and/or anti-drain valves as may be required by the Irrigation Consultant to prevent drainage of irrigation water From sprinkler system due to changes in elevation. b. Anti-drain valves shall be of heavy duty virgin PVC constructian with FxM NPT. Internal parfs shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 32 feet of head. Types: Rainbird ACV-050 23. FLOW SENSOR a. An irrigation main-Ilne flow sensor shall be instalied in accord with Drawings. See Drawings for location. Contractor shafl be responsible far the installatiori, hook-ups, materials, components, conr�ections, etc., of the flow sensa�s for the complete autornatic operation of the system. b. The flow sensor shall be manufactured by Data lndustrial Company. Install as recommended by the manufacturer and as detailed. c. Use Data (ndusfirial 2208 brass tee mounted fiaw sensor fpr sizes 1" tr�rough 1-1 /4" d. Use Data Industrial (R-220P plastic tee mounted flow sensor for sizes 1-1 /2" through 4" as noted on the drawings. e. All sp(ices shali be performed in a dry splice type connected with an empty tube and gei pack t�be of sealant. 24. COMMUNlCATION CONDUIT - Not Applicable 25. BOOSTER PUMP - Not Applicable 26. MISCELLANEOUS EG2UlPMENT a. Hose Bibs: Not Applicable b. Thrust Biacks: Nof A, plicable c. Gravel: All gravel used in valve boxes sha(I be washed crushed gr�:vel oE approximateiy 3/4 inch size. No pea gravel shail be used. d. J-hooks: AI! pipe instalied on grade shall be secured to the ground surface using #4 x 18 inch rebar J-hooks. J-hooks are to be installed a minimum of 8 feet on center and as indicated on the irrigation drawings. e. Stabilizing Rods: All assemblles requlring stabilization shc�ll be e�,.iipped with #4 x 30 inch rebar stabiiizer rods. Quantity of stabilizing rods shall be as indicated on the de;trail drawings. f, Sprinkler Ties: Not Applicabis g. Identification tags with numbers are requirec( an ail valves. Type: Christy Taas {yellov�r background with black 'etfiering} � � - fi J�",,i,�..,i � c;.i.S_> � _� _.� ..�� - �,.�:, _ � . � ..� ,l:-!; i..Jr.� .A..�..v�.i � ll�.'. u4�� EXECUTION 1. INSPECTIUN SCI IEDULE a. Con#ractor is �esporisik>Ic for notifying the Irrigatlon Cor��ultant and City of Pulm Desert Ir�sp�:ctor �IFI hours in udvGncc for on-site meetings c�i � � observc�tions. _ '> � i < << ro s�tE: � �r �� f� � �o G � A 'It raw'n n t � �'tte � rr' t' n on Itant an 't of Palm Dcscrt Ins �,c, o � a . bui d i s r u b� u n i cl t tht., i a io C su d Ci b s s �. s k� o I P 9 9 Y P K�P inspection; no inspection will commence without as-built drawing approval. c. When performing the irrfgation coverage test, the contractor shall be responsible for havfng a two-way cornmunfcatlon system or suffici�_ nt persc�nnel, so that the directions from the inspect�on aroa to the controller of the system can be reaclily accomplfshed. REFER TO CtTY OF PALM DCSERT LANDSCAPE INSPECTION SCHEDULE for tfineline oF inspections. 2. WATER SUPPLY a. Utilize existing water meter and backfiow prevention unit installe::: by C.V.W.D. b. Connections to the existir�g water meter shall be at the rneter location shown on the drawings. Minor changes caused by actual site conditions shali be made without c�dditional cost to Owner. c. Any R.P. backflow prevention unit shall be tested by a certified backflow prever�tion tec.hnici�r, and its operation cerfified in writing, landscape Contractor is to arrc�nge and pay for ail testing and certiflcation fees. The original written certificc�tion of the backflow prevention unit fs to be submitted to the Irrigatlan Consultant. 3. 1AYOUT a. Lay out irrigation heads and make any minor adjustments requir�d due to dfferences between sifis and the drawinc�s. Any such deviations in layo�t shqll be within the intent of the original drawings and approved by the Irrigation Consultant and the City of Pplm Desert. b. Lay out all irrigation equipment using an approved staking methad, and maintain the staking of approved layout. c. All Ipyauts in deviation of the design intent shall be approved by the irrigation Consultant prior to equipment instailation. d. Before starting work on irrigation system, determine that work may proceed without disruption of activities of other trades. e. The contractor shall carefuliy check grades to ensure that the area is safe to begin work. f. Contractor is responsible for taking afl reasonable investigative actions and precau#ions, when working around any utility system. Underground Service Alert shall be ut111zed where possible. g. Contractor shall be responsibie for verification of site conditions and minor revisions as approved by the Irrigation Consultant and the City of Palm Desert io insure 100% irrigatian coverage in all areas. h. ln the �vent that there are changes #o the origina) irrigation drawings a lettes w11 need to be submitted to the Irrigatian Consultant and the City of Palm Desert. 4. ASSEMBLIES a. Routing of irrigation lines as indicated on drawings is diagrammafic, Install lines {and various assemblies) to conform to dePails on plans. Whenever K:;ossible, place all irrigation gate valves, remote control valves, quick couplers, pull box:>s, etc. in the shrub plant(ng areas. irrigation elemen#s drawn in hardscape areas on the plans are forgraphic clarity only and intended to be pfaced in shrub planfing areas. b. Do not instail multiple assemb�ies on plastic lines. Provide each assembly with its own outlet, c. Install all assemblies specified herein accarding to the respective detail drawings or specifications, �sing fhe best standard practices with prior approval. d. Assemble brass pipe / fittings and plastic pipe / threaded fittings, using Teflor� tape applied to the male threads only. 5. UNE Cl.EARANCE p. All lines shali have a minimum clearance of 4 inches from each other and 24 inches from lines of other trades. b. Do not instali parallel lines directly over one anofher. b. Tf2ENCHING a. Dig trenches and support pipe continuous�y on bottom of trench. Lay p'pe to an even grade. Pipe shall be snaked from side to sid� to ollow for expansion and contraction. Trenching excavation st7all follow layout indicated and as noted. Where lines occur under paved area, tfiese dirnensions shalf be considered below sub-grade. b. Provide the following minimum covers: i. Pr�ssure mainlines {Common areaj 24 inches ii. Nan-pr2ssure lines (Common area)12 inches iii. Control wirir�g (Common areas) 24 inches 7. BACKFILLiNG a. Ini#�ai backfill on ail lines shall be of a fine granular material, not larger than 1/2 inch diameter. b. Compact backfill to dry density equal to 95ia compaction, conforming to ac�ijacent grades without dips, sunken areas, humps, or other irregularities. c. Provide sand backfill a minimum of 4 inches over and under all piping uncier paved areas, and a minimum oP 2 inches on all other piping. d. if setflement occ�rs anc� suk�sequenf adjustments in pipe, valves, ir�igation heads, turf or other plantings, or other canstruction � � i �- r n i # th t wn r r, s th , c�r � � r� t r h L m_. .. II re uired ac!'ustmen s v�n out cos to the O e. a e nece.sa e c a a s a e a Y q . 8. FLUSHfNG THE SYSTEM a. After all irrigation pipe Iines and risers are in place and connected, and prior to ins'allation of irrigation heads, the confrol valves shall be opened and a fulf head of water used to flush out the system. b. Sprinkfer heads shal! be instailed onl y after flushing of the system has been accomplished where a!I debri has been flushed out of the system and to the complete satisfaction of the Irrigation Consuitant. 9. UNDER EXISTING AND/�R PROPOSED PAVEMENT: q. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shal! be backfilled wifih sand and compacted in layers to 95 % campaction, using manual or mechanical tam�>ing devices. Trenches for piping sha�l be compacted to eq�ai the compaction of ihe existing adjacent undisturbed soil and shafl be left in flush with the ad}oining grade. The irrigation contractor shall set in placF„ cap and pressure test all piping under paving prior to paving work. b. Piping under existing pavement may be instal�ed by jacking, boring, or hydraulic driving. However, no hydraulic driving will be permitted under asphalt paving. c. Provlde a minimum cover of 18 inche; between the top of th� pipe and the bottom non-pressure piping (IateralsJ installed under asphaltic concrete pav;� ig. d. Sleeves shali be two times the diameter of lateral line, mainline, and wire bundle size, and a minimum of 2 Inch size. Install separafe sleeves for each use. e. Under public roads, all mair�lines and lateral piping must have a minimum cover of 36 ir�ches frorn the top of the pipe to the bott�m of aggregate base or per local code. f. Secure permission frorn the Irrigation Consultant before cutting or breaking existing pavement, and/or if existing pavement is city sidewalk, notity the City of Palm Desert. All necessary repairs and replacements shall be approved by the Irrigation Consuitan# ar,d Owner at no additional cost to the Owner. 10. CON7ROLLER a, The contractor sha(I install a new controller as specified on the irrigation drawings, b. Controller shall be lnstalied in the locations indicated on fihe irrigation drawings and approvEd by the la �igation Consultant. c. Contractor shall instafl separate conduits for control wiring, ground wirt; and electrical power wires as required. T i. CC?MMUNICATI�NS CA8LE - Not Applicable 12. {RRIGATlON HEADS p. InstaN irrigation heacis as indicated on the irrigation drawings. b. Spacing oF heads shall not exceed the maximum indicated. In na case shall the spacing exceed the maximum recommended by the manufacturer. c. Heads along curbs, walks, paving, etc., shall be placed 1/2 inch abave finish grade. d. Final sprinkier head heights shail be as indicated on the irrigution detail drawings. All sprinkler head� �nstalied adjacent to harciscape features shall be located min. 18 inches off the edge of the hardscape feature for turf and si �rubs. e. All irrigati�n heads shall be set perpendicular to finish grades unless otherwise indicated on the plans. 13. TREE iRRIGATION p. The tree bu�blers shali be nozzles construc#ed out of heavy duty plastic, conflgured for use with 1/2" rnale threads. b. Bubblers shall uPilize check valve under nozzle to prevent low head drainage. c. B�bblers are pressure compensating fuli circle pattem. Type: Rain Bird 1400 series 14. ADJUSTING TNE SYSTEiv1 p. The cantractor shali fiush and adjust c�f{ irrigation heads and valves for optimum parformance and fio eiiminate over spray onto waifcs, roadways, buildings, wails and otherstructUres. b. If if is determined fihat adjusfirnents in the irrigation equi�ment do not provide adequate coverage, contact the irrigation Consultant so that adjustments can be made, prior to any planting. 15. CQVERAGE TEST a. When the irrigatian sysfem is completed, perform a coverage test in the presence of the Irrigation Consultant to determine if the plant and tree material is recieving corrap�ete and adequate water. b. Complete lrrigation applicatiot � rnust be accer�t�d by fihe lrri�ation Cons�l��nf, Furnisr� ali materials and perforrri afl work requirect to correct any inadequacies Qf ap�licafion due fio devlations from the plans ar where fihe system has been wlllfully installed as indicated in the drawings, when it is abviously inadec�uafe or inappropriate, without bringing this to the attention of the Irrigation Cansultant. This test sha(i be accomplish�d before any plant materiai is planted (excludir�g trees). ib. TESTS a. Ali piping under paved areas shall be tested under p hydrostatic p�essure of 125 PSI and approved watert�yht, prior to the paving operation. Make hydrostptic tests only in the presence of the Irrigation Consu�tant, Water District Inspectdr, and City of Palm Deserf. No pipe shail be bac,kfilied until it has been inspected, tested, and approved in writing from the City of Palm Deserf. Allow 48 hours lead time for pressure testir,� inspections. b. Furnish necessary force pump and a!I other test equipment. c. Test all pressure maii �lines under a hydrostatic press�re of 125 PSI for a periad of six hours. d. Ali testing sha(I be approved prior to the instaf(ation of remate control valves, quick couplers, or other vp(ve assemblies. 17. COMPLETION CLEANlNG; a. Upon completion of the work, make ground surface-level, remove excess mc�terials, r�bbish, debris, etc., and remove constructiori and instaliation equfpment frorn the premises. END OF SECTION EAGLE Irrigation Controller Sperific:c�tions 1.0 BASIC RM[ SERIES FE=ATURES 1.l Standard Programming Capability The controller shall have: • Four (4J lndependently controilable irrigation programs, wlth five (5) selectable start times, tor p total of 20 possibie irrigation cycies per day. • Runtime(s) for each station can be set from 1 minute to 9 hrs 59 minutes per statiort, in one-mir�ute incren�ents, • Quick Station(s) programrning fo allow ra�id programrr�ing of an cntirc block oP stati�ns, with the sar� �e runtime. � Water Days for eac:h prograrn can be based on a�even-c�ay cyc!e or a skip-by-day cycle, which allows a progrc, n to skip from 1 to 30 days between watenng cycies. The water days can be restricted with the seiection oF ODD/EVEN calendar days. • Manuully activated system check/syringe cyde to sequentially run each station for a user sE ec.table tfine, with a range from one minute up to nine minutes. • Manually ac.tivated program cycle to execute a prograrn independently of its programmed start tirTie and water days. � Manually activUted station cycle to operate a single station for a selectdble period of time from 1 minute to 9 hours 59 minutes. • Prograrnmable Master Valve to utilize and controi a Master Valve on a per program basis. • Conflgurable Master Valve Type to select e(ther a Norrnally Open Master Vaive or a Normally Closed Master Valve. • Programmable pump independent of the master valve on a per program basis. • Programmable stacking or non-stacking operation of the programs. In the event that programmed start times either within a program or between programs should overlpp, or coincide, the controller can either be programmed to sequentially cxecute one program after the other progr�m has completed (Stack Mode) or to simultaneously execute all programs as their pro�rammed start times occur (No Stack Mode). • Programmcab�e delay time between station execution. The programmed �e',•. r;';�e can :� �^f:een C tc 255 _econds �4 ��i,^��'a�_ ?� ��c::�r �s;. This capabT;ty o�iows siow�!osing vaP�es to compietely shut off, before the next valve tums on. 1.2 Water Conservation �eatures The controller shali have: • F1ow sensing and control {refer to section 2.0� • Evapotranspiration {ET) based scheduling (refer to section 3.0) • Percentage adjustment on a per program basis to allow on increase or decrease of all station runtimes within that program. The percentage shall allow c�djustment from 0 to 300% in 1% increments. � Programmable rain shut off in order to delay fihe start of irrigation after a rain storm. The c�ntro(ler shatl nof water during the prograrr�med delay period (from one to seven days). After the dela�,! period has expired the cantrolier shalf return to the autamatic made of operation. � Man�al Rain Switch (Automatic Watering - No Wateringj provides a means of quickly turnir�g off ail irrigation programs without disturbing the stored program(s). When the switch is placed 1n the No Watering position the display shall show "RAIN OFF" - Connectivity for any one of the following: rain, moisture, or freeze sensor device. The enabiing of this device can be performed on a per program k�asis. When the sensor is "active" irrigation shall stop pnd fhe dispiay will indicate fihat the sensor is acfive. This feature aflows non-irr'tgation programs to execute independer�t oP this device. • The ability to select either ODD or EVEN day watering on a per program basis. {Wnen either of these features are selected, the controller shal� not water on the 31 st day of the month.) • Selectable cycle and soak irrigation programming or conventional pragramming an a per-program basis, • Programmable cycle runtime, Max Cycle Time, and Soak time on a per station basis. • Automatic minimization of the water window by inielligently scheduling stafion starts when other stations are satisfying their SOAK T{MES. • Controller supports Quick Stption programming in the Cycle and Soak programming mode. �* The controller provides a display of the total runtime af the program using the REVtEW feature of the controlle�. The cycle and soak feature inteiligently displays the total runtin-ie of the program, the controller considers all soak delays, optimized pragrqm features, water bude �et pc centage and inter-station delays. • �ptimized water savings. Re-calculated station run times are executed ta the nearest second. 1.3 Convenience Features The controller shall have: - Easy to understand and use keyboard layout, provides ease of use during programming and review. • Multiple dfsplays provlde a simple way of programming and informatlon review. • During program executian the controller shall d�splay the executing program number, the flow in GPM, and the station runtime countdown in hours, minutes and seconds. • Programmable Controller Security Access code to prevent unauthorized use or modifications to be made of the controller's programs. This feature is enabfed by entering a security access code from 1 fo 4 digits in length. � Review key to dis�lay all prog�am paramefers on a per program basis. Successive invocai;on of the key shali display program parameters one by one. Depre;sion and subsequent hold of this key shail allow rapid review of program parameters. ,. � � . •�� , . 1.4 Uiac no�ii�: and Fau(t Detecf�or� The coniroii�r shiail have: • F'ro rurnn��aF�le audi�j�� alarin. VVhen enal�>�.d ii`�is cr :�rrr� wi�� c(iir�i J � once every six seconds for either an electrical field wire fauit or any flow fault condition. The alarm will cantinue until reset by the user. • Automatic field wire fault detection enables the controller to sense a short in the fieid wire and instar�tly turn off that station. The dfsplay wli( repart the fault condition any time a field wire fault occurs. Additior�aily an audible alarm wili "chirp" (if enabled, once every six secondsj until it is rEset. The controller will automatically advance the fault station to the next programmed station. � Built-in seif-test aliows you to test various interr�al circuitry utilizing built-in test capability. • Non-volatile memory to retain the program(sJ and contr�lier infarmatior� during power ovtages or seasonal shut downs. This ir�formation is maintained indefinitefy. • A"real time" clock with non-volatile backup ta maintain the actual date and tirne during power outages without fihe need of batteries. This eliminates ihe need to reprograrn the clock every time there is a power outage. � Advanced circ�itry to autornafically monitor internal voltages and reset on-board m'�roprocessor circuitry during powc ; - , Of ' U t "brown out" or error conditions. • Automatic electronic fuse which resets intelligently based upon need. (No user fuses circ i breakers to reset or fail.j •{ntelligent resumpfian of progrqm execution after power outages to ensure that program starts are not lost. The cantroller Intelllgently schedvles Irrigation after any outage while preserving the original water window. •Automatic � m II en detection of main line water breaks. Upon detection the controller shal�: shutdown all acfiive irrigGtion, energize a nor a y op � -� � _. � �, , -�-+_.. . , .. , - - , .� _. = ' = = -`= -�- - -,, �ca�ra�'� �--� �rfy� fut�re st�� t",,es t��;-� a��d'�!e and v�;�� o,�rm i,�d�ators. •Automatic detection of unsched�led water flow. Upon de`ection the controller shafl: activate the normally open master va(ve (if selected), condernn any future start times, trigger audible and visual alarm indicators. • Automatic detection of upperstafiions flow 11mit. Upon detection the controller shall: turn off the fault stption, advance the program to the next station, condemn the station from a� �y future watering times, trigger audible and visual alarm indicators. 2.0 FLOW CAPABILfITES The controlier shcrl( have: • Programmabie €low to enable or disab�e the flow sen�or features. • Programmable flow sensor pipe sizes for standard Rain Master flow sensors (1.0, 1.25, 1.5, 2.0, 3.0, and 4.0 inchJ, Non-staridard pipe sizes are a(so pragramrnable. • Inputs far connectivity to a flow sensor. The controi�er shali read the frequency of the sensor by sensing each time a contact clasure appears ut the input. The eontroller shall source +8 VDC to fhe sensor. • Programmabie main line flow limit frorn 1-999 GPM defines the tnaximum allowable flow during scheduled irrigation. • Automatic defectian of main (fie wafer f�reaks. Upon detection the controller shail: shutdown all active irrigation, energize a normally open master valve (if selectedj, condemn any Puture start times, trigger audible and visual alarm indicators. • Programmable unscheduled flow limit from D-999 GPM deflnes the maxirnum amount of flow which will be to(er�ted during unscheduled irrigation periods. � Automatic detection oF unschedulec! water flow_ Upon detection the controller shall: energize the narmaily open master valve (if selected), condemn any future start times, trigger qudible and visual alarrn indicators. • Programmable station upper flow limits from 0-5Q0 GPt:1. • Automatic detectlon of upper stations flow lirnit, Upon detection the contraller shall: tum off the fault station, advance the program to the next station, condemn the station from any future watering times, trigger audible and visual alarm indicators. �Prograr;,mable Flow check delay between one and six minutes (one minute increments). This delay allows stations to stabilize each time a station is turned on/off before limit checks are applied. • Automatic monitorina and display of ineasured stafiion flow in Gallons-Per-Min�te (GPMJ from 0#0 999 GPM. � Controller utilizes automatic LEARN mode for setting individua� stc�tion flow limits For the entire controller. A global percentage adjustment from 5� to 80% is used to automuticaily factor upper fiow limits for all stations once the nomir�al values have been n�easured. • Single station flow limits can be setup based upon the measure �i nominc�l flow or a manually entered value (0-500 GPMj. • Intelligent upper-limit processina for concurrent station operation. • A water usage meter indfcates total water used by the controller. The water �sage mEter cc � be reset at any time. 3.0 EVAPOTRANSPIRATIOi. (ETJ FEATURES OF TNE RME EAGLE 3.1 ET Operations The controller sr�all have: • Ability to enable or disable ET processing on a per program basis. • The ability to use any one of four different ET sources as the basis for its ET calculations: 1. Historical ET data 2. Manually entered ET data 3. Rain Master ET measurement device or equivalent 4. Downloaded ET data from the lnternet {requires optianal hardwareJ • The ability t�� input and store Historical ET data on a monthly basis (12 monthsJ; the data is based on a daily average, at the geographlc location of the controfler, • The abllity to store an ET reference val�e. This value is used during the adjusted station runtime ET calculations. • The ability fio automatically re-cor = �pute the user entered station runtime, at the moment of irrigation, utilizing the current ET information. The station runtime is evaluated and adjusted based on days since last irrigation. The controller automatically compensates for changes in weather pattems betv:�een irrigation days. • Accept a manual operator enfered weekly ET value. The manual entry wiil override previous entered or accum��'ated ET datu. At ihe end of the seven day period the controfler will automatic revert to utilizing Historic, device, or Internet provided daily ET data. � Connectivity to pn ET measuring device sur,h as a Rain Master Weather Station. The contraller shafl record .Oi of an inch (FT j each ftme a contact closure appears at the input. The contact closure shall be between .2 seconds and 2,3 seconds in duration. The controller shall source +5 VDC to the device. • The ability to display the last ET daily value including the source ( historical, measured, mcrnually entered, or (nte�net �. � Ability to dis�?lay the current adjusfed runtime as a percent of the base runtime for all ET enabled pt'ograrr�s. 4.0 AVAILABLE RME EAGLE �PTlONS The confirolier shall have: Ability to connect to a Rain Master communications card (iCentral) to provide connecffv�ty fo the (nternef, � Ability to interfa<_e to a Rain Master Weather Sta;ion far direct ET measurements. • Abifity to connect to a Rain Master F{ow sensor or o#her flow sensor evice. • B�ilt-in ren�ote control capability for compatibility with all Rain Master remote control systems. • Connectivity for any one of the foilowinc�: rain, freeze, or moisture sensor devicE The enabling of this device carl be perforrned on a per program basis. This feature ailows non-irrigation programs to execute independent of this dev�:�e. • Availability in a variety of endosure options ir�cludfng: standard coid rolled steel enclosure with power coat painf, exte�ded size cold rG11c;d steel enclasur� v„�ifih stat�on screv� ferrnir}als, extended size stainless steei endosvre with sta�ion screw terr-ninals. •All extended slze enclosures are available with apfiional heavy duty lightning protectfon REFER TO RAINMASTER WEB SlTE FOR MORE INFORMATION ABOUT EAGLE CONTRQLLERS: htip;fJwww.rainmast�r.com/eagie.htm ,g @, ;. � Y W �St la nd � ___....'� _._ _ _._ _ _. _ 3901 WesteriyPl., Suite #111 Newport Eeach, CA 92660 LIC. No. 4340 Tel: (349) 224-OD40 Fax (949) 2?4-0044 �'-,i�".:�`. �::.:� �.".-�._._.�..__..�: _�._. ::_ CONS�IL.TANT �, t'p - :,, �. . � _.: , � � i � _ y '�. � � , b, , , � � � �: � � i � � �. ,, , . � ' � � M` . �'� ._�,� . �,:t�rr �� .�`� -:��'�,"� 1�� 4340 s1�►Aturr, �Q-�T - R.n�e�� n�co , �` �� ' '9 � �� ,� C ;� ` �.� ,;��; °�y.�k: s��i V��v��r��'�: r � _ �► -- 1� � � , _ � �a- .�. ___g...�._�.'_� Revi�i�r�� No. � Rewisic�n Descri�tion: These plans hc�ve been reviewed* by the Coachelfa Valley Wai��r ui�ir�c� ir� ucc�.,fc �r��ce �v;�� '�r'u��± Ca�ie T�;ie 7, Division 1, Cha��er 3, Arfic(e i0.8, Secfiion 65597 efi seq. requiring efficient landscape and irrigation design ir7 cooperaiion with local governing ager�cy (City or Countyj. *Approvai c�f this drawing by CVWD Staff does not constitvte approval to encroaeh into distri�:t and USBl� Rights-of-Way. Trees, pfants, waffs and perrnanent siructures of any kinc; rnay nat be pianted or installe�i in CVWD anc� USBR eas�:ments c�r righi-of-�vay withou� fiirst ok�tait�inc� can encroc�ehment perrr�it frorn CVWD. � Dafe Wafer ManagemFnt Supervisor Developrr�enf S�ivices S�i{:�ervisc�r ��,�� ,..��"`�� _;�� .::.� Q�tE;= Og"1�"�� rc��°�€6� �ye �� Ch��c�: __P� _______ ��►� �: o�� P�� -..�� °��'�� P�� f�� "1 ��,�� .��,�� _ u ,� � _.__ . _ .�t.� ti ,� _ �,� �� .'� � � � :::ti � � r, ,: .�_..�� `�' � ��i �� :3 �C�� _ 4� _ °�a'W',�`�r �.��. "�._ _:i. _____�__._ � Q�� G`��Q�,��t��a ,p Q A� � Q � � � � � � l"° � � � land(�rc -} w��: 3901 Westerly f'I., Sufte �t 111 New�ort Beach� CA 926F0 LJC, No. 4340 Tel: (949) 2�4-OOnO Fax: (949) 2?4-OO�l4 `.�'��"�,"`� �:. ' �� CC7NSULTANT TREE LEGEND SYbtBOL NAME QTY. SIZE REMARKS WAYER USE . DALBERGtA SlSSOfl 4" BOX MATCHfNG M ROSEWOOD STANDARD StNGLE iRUNK � �� a�y U i �� i ,, , � %a%�i;w,... ,;; ,:;.; ,i,�; ,,/ , ,� ,; ,..�, � � ,.. � � KOELRfUTERiA BIPfNNATA � ,24" BOX � STANDAR� SI� TRUNK � � CHfNESE TREE LANTERN � . fi,,� a�, .. � �; ,�.�. SYM90L NAME QTY. SIZE RfMARi''� WATER USE OAGAVf BOVtCQRNUTA COWSHORN AGAVE 5 GAL 4'-0" O.C. � AGAVE PARRYt VARIEGATA � PARRYS AGAVE 5 GAL 2'-0" O.C. L (� BOt1GAINYILLEA � 1 GAL 8'-0" O.C. M �cy BARB�RA KARST ,.��,_____� � �.. _,.�_ � �. �.. «. _ � ._ �DASYLIRION WHEEL.ERI 5 GAL 6' 0� 0 C. L DESERT SPOON _ _.�.,. .�� .�.,�,�. ._.,� n.�..�, ��_..,_m _...w_.._..w_�.,_.r�, .. � �,� �..�.__._...._s._.�. ._._.�...�...��. _._..�_.».,��..� _�.,. �:..�.� HESFE(2AL0�. PARVipULIA � REQ YUCCA 5 GAL 4'-0�° O.C. L � DAt.EA GAPITATA 5 GAL 3'-0„ O.G �� L SIER� GOLD GRpUNC�C�VER LEGEND SYl+l�t?L 1 NAME �� LANTAt� i�ONTEVIQehSIS 'ME�' �'��t' 1 GAL REtAARiCS 6'-0" O.C. M ROCK LEGEND �� _ SYlA�aL NAME QTY. �-�� . � 3f8" i�INUS 11X FINES 11iVDER ALl. PtANTIPlG Af�E� .;�, 2" DEPT ��.. �� . 3"—S" DIA. RQ' iNDED COBBLE � 2'-3' BOUI.DER CdNSTRUCT10�1 MA7ERIAL �CHEDULE SEE CONSTRUCiIOh! MATERI/�L CONgTRUCTlON MATERIAL PLANTING N�T�S: PLANT COUNT IS PER SI° �;1� 1. ALL FUTURE PNAS€ AREAS DISTURBEG 9Y GRAnING SHALL BE COVEREi? d�� t" 2" '�ALM MULCH' TO PREYFN�" SOIL Ea0SI0N DUE TO MASS GRA�INC. 'PACIFIG kSt;�.CH' APPEARAPICE �RADE, BY GREENIIF�°°AY ENVIRONME� l�L L�C, (949)�SO-�8301. MULCH SHA4l. BE APPLIE4 IN A UN1FOf2M APPEARANCE. 2. CONTRACTOR SHALL BE RESf'OPtSP6LE FOR YERIF'YING ALL PLANT COUNTS PFiIOR TO BIDDItJG OR BEGtNNING ANY CONSTI�UCTION WORK. ANY DESCREf'AN�IES SHAL�L BE BROt1GNT TO TME ATTENTIQPJ OF iHE OWI��R/LANDSCAPE ARCHITEGT. 3. ALL LANDSCAPE AREAS SNALL �1RAiN TO i NE AREA DRAIN AT MfN. 2?6. 4. TH� C4NiR�t;TbF2 SHAL�. OBS£�VE THE FOLI,�WING PLANTli�G REQUIREMENTS FOR �LL TREES. A. NO TREE SNALt. BE CLASER THAN 5'-0" TO A WAl.vL, FENCE, 4R BUfLLF JG. 5. ALL VINES ARE SHOWN ON OPPOSlTF SIDE OF ACTUAl� PlANTIl�G LOCATlON AT 'WALI, FENGE OR COLUMN f OR PLAN CIARITY. 6. FOR POTS AND PLANT NATERIAL SEE SHEET L—. 7. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI — 949.766.7457 (SEE PLANTING td4TES SNEET �OR CONTRACTOR RESPONSIBILITY). 8. ALL LANDSCAPE M�4TERiAL SHALL BE PLACED TO AVOiD CONFLIC�' Wii'fi StTE U"i1LlTIES. � � V'" V � �� \ / � �J • � •� ��m ,, � ,� 4 �;: � � �x� �t�; 1 »�:�_ 1 �' � � Ai.. r1` A �, � i _.� �. � � � . ;: . }: . - tt �� — - :�...r.°� °�- `�6C'..qp�,' �tA�..� asaa `� , 819natur0 _ � 10-31-07 Renewal Dete �(�.9� oete /��Q" \/G / � C��`/ =� . �= �' : ` .�� .,,�� S�1�� V�1� 1 �� I �' ! � �- �. t:. I� ��: � � �'�'� � ��.: a R��`�� a No. Revision De�c�iptianv� � .� _ � v =�: �-� -�`"'��'�o:,�". D�t�R Og-�i� }t�� .� .._. �: ,� �-�5.,._ a..�ss:� �,. ..� _ . �� r �,��, � ��_.�.LL � ��. P.�.�n �.:,�_ �u. C�� J�J J�b �A 0��..�� i ��;��. _'��`"'�� ,�x ��et � ��e A'�� .�� :,....r . ,w w . .�... �. �:� � �, _ . . __ 0 5 10 20 ' " � � �"�'°�'t ,�-- -•. �" ��,� �, ,�...,<;,,�': _ _.. �.�. A I ��.� ._�.�.._---- . .��__.�_,�..._ _ r.__._ m..�..,a..� �:;C�l�� i "= 10,�Q„ .�. �,. �.�x �,.,;��.,r.,,�„:,::.a.�.,.��.� �w.� z�Ms , �..:� . r�.�-.�,�..._�:,��.._ _ <_::�. . _.,s„�,.P,.o. .,.�.;-r�-.�� ,.,,,.. _.,-��.. � . . ,��,�.�.....,,.�,n.�. � ..�__._.,�..m.�<r�.�..s..�..}� ��m..a,=...�,�. „�.s..�s,...�,a.-..tiu. �,*�-.. u�-,8p� � ,.. ,.�.�.�u. QTY. � SIZE ,,, ,. i � ,�, �,��r�� SF��`�`�. (�� 4 � � � �4 -.r � - r �� .�`a_ �_ _v_ ��_ . ._� 3: , ; ,e► ,� ,. ,,.,. ._ .+� . — �- ..- � , .. ,�� . � � v � t ¢��~ ��'��. _ . WATER USE