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HomeMy WebLinkAbout75515 HOVLEY LANE EAST (CVWD (ADMIN BLDG PARKING AREA IMPROVEMENTS E E L FORN IA ERSI D T T OF CA I PALM DESERT COUN TY OF R IV S A IN TH E CITY OF � � Thousand Palms Romon Rood PROJECT � Q AREA � - a � � �� � � Palm Des � 0 0 m � Country Club D �l�Ul� o o- HOVELY LA E ..;, � � Fred Warin Q Miles ve. . t1 � U° �l�J Cfl U'I7 To Arizona � we��s BOARD 0F DIRECT 0RS �; � Coachella � �; � � � � " A�e. 5o JOHN P� WELL Jr. - Pr e si d en t .� � c � "c e Presi d en t y � o y m . FRANZ De KLO TZ — Vi . � 3 > � � � Ave. 52 DEBORAH LIVESA Y To San Diego � Cooche/lo Volley � AIRPOR BLVD. Woter District � PETER NELS4N La Quinta ° . � „ ED PA CK ABBREVIATIONS GENERAL NOTES GENERAL MANA GER . ❑ Unless noted otherwise, the work shown on these plans shail be per`orm�� �n „_.._ ..� _- .• � AV. AIR & VACUUM RELEASE the current edition of the following standard specifications: VI CINI T Y MAP � J. M. BARRET T BOP BOTTOM OF PfPE CB. CATCH BASIN 1 . Standard Specifications for public works construction (SSPWC or green booK;. CL CENTERLINE NOT TO SCALE C&G CURB AND GUTTER 2 The contractor shall possess a valid Class A or C-34 State of C�tifomia cc^.rc�'_�-_ DEFL DEFLECITION license. D.C.A. DETECTOR CHECK ASSEMBLY NOTE TO CONTRQCTOR: QUANTITY ESTIMATE o,A. o►AMErER 3. concra�cor shall contact cvw��s chief inspector upon receip; �f oaproved �-�x��aS �_ CVWD MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT arrange the preconstruction conference. No construction s�cll begin p-�or '� 1�= ALL SUCH FIGURES, INCLUDING A�L EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT �•�•P• DUCTILE IRON P1PE preconstruction conference. DWG. DRAWING PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPON5161LITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. CVWD SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN EA• EACH 4. Contractor shall submit to CVWD a list of mate�iols to be used anor to t^e ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. ° EG. EXISTING GRADE preconstruction conference. Only materials on the approved ;ist may be ��se�. __ _. : _ EP. EDGE OF PAVEMENT inciude quantity, manufacturer, model, size and other pertinent dote. U TI LI TI ES Ex. Exisr►Nc 5. All work shall be inspected by CVWD. � F.D.C. FIRE DEPARTMENT CONNECT70N WATER COACHELLA VALLEY WATER DISTRICT 760 398-2651 FE FLANGE END • SEWER COACHELLA VALLEY WATER DISTRICT 760 398-2651 6. Contractor shall schedule his construction activities dcily w;,h the inspe�`�c� ��:.�' _ . _ AS SOUTHERN CALIFORNIA GAS COMPANY �760 323-1851 �B• GRADE BREAK between 3:30 p.m. and 4:30 p.m. for the follow�ng working day. i` �V�'��� _ ., : _ _ G INV. INVERT ELEVATION ELECTRIC �MPERIAL IRRIGATION DISTRICT 800 750-2605 provide an inspectar or inspectors, contractor shall reschedule �he work fe� ���`.�e� _ - � TELEPHONE VERIZON COMUNICATION 760 778-3603 �F UNEAL FEET CABLE T.V. TIME—WARNER CABLE 760 320-8810 �i ��-'�� � � LS. LANDSCAPING PLANTER AREAS 7• If contractor elects to cancel scheduled work without prior notice to CVWD, contrac`�r USA UNDERGROUND SERVICE ALERT 800 227-2600 � , / � ��� �� / shall be charged one hour of inspection time for each day of occurrence. ' i��: � � PROJECT MAX. MAXlMUM / i �i`� �,,\\ \ MIN. MINIMUM i ' / f ��� �\`. �� � AREA 8. Work performed without inspection shall be rejected. N O T E T O C O N T R A C T O R: E X I S T I N G U T I L I T I E S , -� � � ; , , �; ,,, M�. MECHEN►cA� �oiNr . THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF / ��� f;� �,,' � '�' ,� t \ � �, ;, �\ �. � �_ PL PROPERTY LINE 19. The contracto� shall verify all elevations and dimensions shown on these p'c^s :. . � . . _ AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, CVWD `� � ' DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE �'�% �'i.� ' _': ' � �'�. `���. ,.�`' PROP. PROPOSED 9 Y P 9 Y ri ht—of—wa rior to startin work. The contractor shall notif the owner'� CANNOT AND , LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE � � � � �. � �4� '�a ���• `���� �� - � -�' � - - � CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING i ' � ' Rw RIGHT—OF—WAY representative of any discrepancy in the plans or site conditio�s so that proper � ^- ` -�- -�- - �� ;�� � � ,.� �`��'�� �'�� ������ � ����� � � SCO �� SEWER CLEAN OUT be made before� construction begins. WORK. � � �� � . �, �� �; ,a � � : . THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM � � ��'� ����� � � � � � � . , �' �i � ���" �`��� :�� t� �� 1 ; � �� ����� �� , ea�; � � � SD � � STORM DRAIN 10. Copies of� the compaction test results shali be furnished 'to the �nspecto� c-�^� ' HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR � �;��;�' ; ��� � _;� � % � `�� ��� _��� � ,�„ ''y; , ���;�,�r.., � � � � � SMH � SEWER MANHOLE pressure testing. Minimum frequency of compaction testing snoll be as `e����4s: c s�' =� - SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY � � ��'/,/ �- �� �-°�- `�a��� � ��,�,' ��, ��' � `� `a �� � . -- VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN � � � � � � � � � � �� �� �"� ` �'��� *� '��� '` '�� ` � �,;-, � � � SW. SIDEWALK � � pipe zone and mid—trench tests shali be conducted ever the p��eline eve��� .:^�^ `a�' � THEIR HORIZONTAL AND J �� �"`� �� UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, CVWD IS TO � � �� �� ��'� z ��� >��` � �� �'`' � � �;,x `�, �L�,` � 4.�� ���; *� �6 '��,�3 `. ` ;' • TOP OF CURB ev y purten ce BE NOTIFIED OF SUCH CONDITION AT ONCE. CVWD WILL MAKE REQUIRED DESIGN CHANGES AND THE � . T� er ap an EES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. � " ��x�., �,;.i�, ,° ' :�� R' - �s�=.� TCO TOP OF SEWER CLEANOUT 11 . Pipelines shall be kept free of dirt, rocks and foreign maferials durirg cc �s: .,=' _�. CONTRACTOR AGR y„ x ,� ,��,�� � �, �"�a� � -,� ' THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ;�, �-, � 1, >. . ��,�Y , . �� TMH TOP OF MANHOLE Mechanical cleaning may be required at the d�scretion of thp ch;ef �nspec'.o�. ANY �ISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF CVWD THE � '�, �K; t-' � � �� ��� CONTRACTOR SHALL NOTIFY CVWD PRIOR TO POTHOLING. IF NECESSARY, CVWD SHALL REVISE THE PLANS. � '� _ ��'t '��< g y � �£ '`'� �� THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. � - : "' 3 �t ; �' �'' 4 TOP TOP OF PIPE �� ���� ��'j ���� �... <3 . �� �,� ` ,� ;� TYP. TYPICAL , , ,a ., � � �. . , .•� � ' v �, ��� ,,� _ _ �� .� ._-A,. ., � ,, � � . . _� � , T �, �,� � � ����, - VER . VERTICAL �� �; ��y;�,° ����� �,��,� ; � , v ' ' WS '�� �,� , �� ` � y,., �� �� �1� \���%� ._ • WATER SERVICE .. D wc. No. INDEX OF DRA WINGS � � � - - � � � , � . . y � . , , �� ������� 'ry €� �,` ��' -' �_—. ....i,.s��,-::_ .�. ._.__• ^�'� ,�..�'.,.`""",..N ..h��__ .x .. .� ♦ .;:.//� � � t STEVE ROBBINS ADMINISTRATION BUILDING i�'EST PARKING AREA LANDSCAPE �r �± � 1 IMPROVEMENTS — COVER SHEET ,�, 2 STEVE ROBBINS ADMINISTRATION BUILDING A'EST PARKING AREA LANDSCAPE IMPROVEMENTS — PLANTING PLAN PR O�/ EC T L O CA TIONS 3 STEVE ROBBINS ADMINISTRATION BUILDING iYEST PARKING AREA LANDSCAPE IMPROVEMENTS — IRRIGATION PLAN SCALE -------------- N.T.S. � 4 STEVE ROBBINS ADMINISTRATION BUILDING A'EST PARKING AREA LANDSCAPE IMPROVEMENTS — IRRIGATION DETAILS t � � � � -APPROVED - � � � � ���.�� ����� b�� �� ���� �����' � � an �,F f � ��.s• � y�. -; _ . �9 �u� � ' � Reviewed BY � �:`',��k u.�..,�',ya� y°' ��,�;�'�����:���1T Landscap . �,�"� '�° m��? �'�: �+ Datep ry/p�. �! �� 1_ �.r�� . r�� .�.c. . f fi:h � " '9�R r7,' Y'y' n , .� ': .�... Sa�+ '4 �R:F l�s�l _r � . �L..�I Bs�bVa $h �3 6✓� $,J{*f.i 1;./raV��V9Y���1YI CITY of PALM DESERT PUBUC IN�JRKS DEPT. �;� ~k�/ �S "� "I 3 - -- �,� Coachella Valley Water District � � t.�, 9,t,,. �t r� ��VCE1"�IT@€iN ( � �, ,_ Landscape Design Appro�al fi:�,:b� �C�,.t�5c �P��„ �ocf� Q � � � e t�-��.-�S � O � i I , ' � . � . . . . . . . . � REv�S1oNs: � � oat. 6Y Mv�. o.apn.a: � �o eR°FE js,°,�� z. AHiNca COACHELLA VALLEY WA TER D/STRICT y, ��� � . o y2�z�' � ° �: � � � � �, � STEVE ROBB/NSADM/NISTR,4TlONBUILD/NG � W m Chikid� WEST PARK/NG AREA LANDSCAPE/MPROVEMENTS - oc Q No.70160 0 � BENCH MARK: BASIS OF BEARING UNDERGROUND SERVICE ALERT * � Exp.9/30/14 = * Z. AHINGA COVER SHEET � i � —800-227-2600 `�'� �°'°"� BENCNMARK:PALM DESERT BENCH �IARK 5-1. THE BASIS Of BEARINGS FOR THlS SURVEY Ny�, c � � � �- ���� 0 POR . OF THE NE SEC. 15, TSS, R5E, SB�� � I$ T NORTHERLY Lll� OF TF� NORTH CALL USA�SC F F� Approved: ��En M �-c . . ' � � � � . ELEVATION: �7a.�3B' . � EASTtf�SECTtON 15 SHOwN AS N89�46�Y��E. FOR UNDERGROUND LOCATING 2 OF C'A`\ � � � DIRECTOR OF ENGINEERING R.C.E. No. 70160 Da1� OW�cNom�Tloh��5�^dc�+ � �' � - — Z 4 LOCAT10Nt 97.59'NEST OF THE 1NTERSEC710N WORKING DAYS BEFORE YOU DlG Defi: �°"= ; ^� "= , QF CALIFQRNIA DRiVE ANQ TENNESSEE AVENUE, 7�15�2013 AS NOTED ; , _ _ r -- -------- ! ___ _ _ _ _ _ __ _ _ _ _ ._ _ __ . _ ; _ ._ � � � ❑ PLANTING NOTES � � � � � � �_ � �- � . � --- - =EXISt111 Planting ; Legend � ' ` 1. ALL PLANTING SHALL CONFORM TO THE CITY C� �AL!.+ � - i �. .... .. . .. .... ._ � __ �... :_ ,.�N NE�,� � , , � ,..... . . __. � . ._ :. ........ .. . . � .. � `-� � DSCAPE INSTALLATION GUIDEU XISTING TREES � Quantity S mbol Scientific Name Common Name Size 2. ALL LANDSCAPED AREA TO RECEIvE AUTOMA7E0 !RR ^aT��'� SCOPEOF WORK XISTING PF 3. REFER TO PLANTING SPECIFICATIp��S FOR SO! PR=�4 H� ',• EW TREE T � �� � ,- ��, ,.�,,,�, �,.. Trees FERTILIZATION, AND OTHER ADD� 10�jAi P�A.�T� ��- • _ � 1. CONTRACTOR SHALL VERIFY ALL EXISTING SEE �EGEND 4 AA Acacia anuera Mulga ' 15 Gal. 4. ALL PLANT MATERIAL SHALL BE A�F�OvED BY i�� '�. � _� „ UTILITIES LOCATION PRIOR TO BEGINNING � DESERT PRIOR TO INSTALLATlON. _ - `; , 6 DS Dalbergia Sissoo Indian Rosewood 24" Box 5. FINAL LOCATION OF ALL PLANT MATERtA�S S�-!ALL '•j, - • - r -; � - �,, R'ORK. � `,.. � '� % ,"� � EXISTING � � � � � - � - � 4 � � EK Eucalyptus Kruseana Kruse's Mallee � � 24" Box � PLAN. ANY CHANGES NEED TO BE R�-SUBMI"��D r^-� � 2. SAi{' CUT EXISTING ASPHALT PAYEMENT � � � � � � � � � � � � '�� ' � BLOCK WALL � � � � _ __ � -_.- _ � � - _ _ __ , ._.:.:, . �� :� � .:_.e- �` -' . . .,� . ., � � : -;, - � �� 6. � _ - -_ S TO CREATE NE T � � �� � ' �� ' ��` - REMOVE ALL DEBRI �� � r,H - _ AND - . -_ �;�,� �_.�� - �� ; -��, �:-_ �:_, �:-:� _,.._ � � � ! ,' ��,, 15Ga1. HAL�L N N�� F�WORK�TO CCOR�I��� - --- 7 TT Tipuana tipu Tipu Tree THE CITY PRIOR NY 1 T , ,t , ; :�,_ ; <i_ ' �., „�' � 3 AC Acacia Craspedocarpa PRIORATO�COMMEhCE OTIT 0 EA. ,. , .' CAPE AR 4 � LANDS ; =- , -_ � EiP IRRIGATION PIPING. ` � . �- �__. _ :- 3. INSTALL N : 7 _. , , , ; • = Chitalpax Tashkentensis ;Chitalpa `; 24" Box INSPECTION SCHEDULES .: s... {:4 . .� . . CONNECT TO EXISTING SYSTEM) , 1 CXT � �� PF . SEE DETAILS AND SPECiFICATiCr�S F�� STAx�r�, �����''�� �' � \ � XISTING : PIT DIMENSIONS AND BACKFI�L REQU�REMtNTS. 4. INSTALL NEW TREES. � , 8. � � - -_ -- , ._.,, - ` � :_..._., -� pF ; Palm Frond Mulch single grind � IF CONFLICTS ARISE BETWEEN CILE OF AREAS A'JD F ACHED LEGEND � \_ _ (PER ATT � DG Decomposed Granite, Brimstone color or approved equal CONTRACTOR TO CONTACT CvwC FQR RESOiUT'0�:. ai! '..= 5. INSTALL NEW GROUNDCOVER IN NEWLY '� ' :: ' ' - " f FLICTS KrJOWN TO CV�VD W L RES � XISTING PF ,' `., �--- , ` , ` ; r ' , Rubble ' RR Blasted Granite Rubble 6" to 12" or ap roved equal MAKE SUCH CON DSCAPE AREA. ., k . . . - .-- CREATED LAN ; , :;- �. G��'j , 9 , � , E ' P CONTRACTOR'S LIABIUTY TO PELOCATE THE `,A4'+ R!ALcv - -_ , , .,. - , R C?TO��nc Boulders, Washed Gray Granite boulders see plan for size 4 CONTRACTOR SHALL SUBMIT FOR APP OvAL PH ,� � ,;, ,,, G SP EW PAVERS ,, �_ . ; N AND BRAr��ti � -�- - - , , . ��N =, _ : SEE PAVER � : _ �__ -- �. �. :-::>_ , . _._, : i ? � CALE F'Jccr� , ` � TREES, PHOTOS TO SHOW ROOT CROW _ „ �--- NeW �Planting� Legend ; _ _ _ __ _ __ PHOTOS SHOULD INCLUDE A �FRSON FOR S � -,,, PP ; DETAIL _ __. . ; ,-' . _ ,.. .. . ._ , _ . _. , _. _ , ___. ..3_. _ ___ _ . ___ ._. _�..._ ; __, BOXED TREES SHALL REPftESENT RECOMMEr�DED A��=K��= "_- _. `3� �, .- XISTING STRIPING .�. : � ,> ., _ �-' , , ; 3 AUFOR IA t��Jacco. ;;, ' _ � � EW TREE ���� ` f SPECIF CATIO S PER THE CURREtJT _ _ \` . __ ' I N C n, -- - • � , � , � CJ' ��, , .. , ; ; � • � _ . � � � �� _ . � - ,, , � SEE LEGENQ w,5:> � Quantity Symbol Scientific Name Common Name Size ; UrtS:."`A�' = - ASSOCIATION STANDARD� MATERIAL� FQUt�1D E ,;,>, - P P v ` ' � EXISTING Trees ? ; DESIGN OR SPECIFICATION IPJTE�JT WILL 8E RE ��CT�� �E s ? CONTRACTOR SHALL ALSO SUBMIT WRIT?EN SPE��F�`A"'��'J� _ ,���� `> G SLIDING na ti u Ti u Tree; 15 Gal. ; , T F i�K -� -� �r^ �% �� ��� EW DECOMPOSEb ' 7 TT Tipua p p - PLANT MATERIALS SPECIFIED ON THE PRO.,EC � � _ ---- = � pPR ,;-=-. GATES Holl Oak 15 GaL R ER. FAILURE TO DO SO COULD F?ESULT It� TN= r=E�_^-�-"-'�� „ \\, : 3� `` ' � � . � ' GRANITE �. � 9 QI Quercus Ilex y 0 D • ., ,, ;; , , � . -, 'T� y �-„ • :- ,,\ , � _ , ,; �; � �;._, _ . , � -_: ` PENSE) OF ANY GI���,� ��"_'" . .-- , . ,�.,;> r :. . .�: ._ CONTRACTOR'S EX - � � AT THE ,% , J�c, » ;::� ' ,-- � .... ._:...: ; . . � � UNACCEPTABLE BY THE C!�` OF PA�',A DESERT. : _�: EW TREE � � . ,,� , - _ .- , ,! P � , � , _ _ Q � ' -; ,: , '.. : -=, ' € � , ,..... ,.. _ PF Palm Frond Mulch single gr�nd CONTRACTOR'S RESFONSiRiLITY TO �lS�'1,�!� =- TT QI � , , ` _ ::._ _ ' � = ,o. ,, P __ -- IT IS THE `�� � SEE LEGEND,, : :_. , _ - -- � .., , .. . Q .: , , �:�:�, ` -- , . , _ - - -,- ,_ __. ;; 7'-0' PLANTING AR�A '�. p� `sc•`Y''�.:fi; Decom osed Granite, Brimstone color or approved equal ___ MATERIALS FREE OF PESTS OR PLA��T DISEASE�. �=�-�` = . , �, � TT _ _., p -- - - _. , , �, � , _ . � �. , ,r ,. , , . . . �� ; �� �� C � T aF INSFFCTED B'Y �u` ''�. :- -- - _.: „ � P �_ . .-_�-: ,, ,'' =; ,,.: _ , Rubble 6 to 12 or a roved e ual OR "TAGGED" MATERIAL... MI,S � �,;. � � 5 � � , __, __: _ , ._,; , �; Rubble ; RR Blasted Granite Pp q _.-- y , � , ,. ;, '.� �, Q , , 7 9 � :-::; __, ` �" _--_- � � ' Q� :: ; ;' ;,:, .._ _ , , , O ; , , , , ; �_,., ; ,r _ � .. , ''°, ;, � D�SEASE FREE IT IS T�E '� , , ,, . ,. ; ; - � � : Washed Gray Granite boulders see plan for size � „ _ - � - EE EDGING RANTY ALL PLANT MA ER AL� � , � _.,,; _. . ; _ rs ,� .,,;� � OB�LIGATION ITO WART A T i ; P�K ^. , , ,.,: , , , � ; , , : _ � � � __ , ' ; ' _ ' _ , _.. , I N . . TAIL ; �°'` _.. �. _.. ...... SPECIFICAT 0 S , r Boulde , o ,.. , . � , . _ : - `, D E ., _.,;, / � _.� . _ . � - Q� , , - _ , % e . , ;. �° ; , � ; ; Espor,s�e!� FOR �aA���.,� Tu�„_=- -- , ; , � :, - � , � ; ; ; ,: , , es: - . . __. _ 1 1. CONTRACTOR SHALL BE R ;- � ' .,` _. ; „ NOt ; _ ; _ . .�. . _ ;. , T. � ,,,_� �. -. , � ,- :.- ,;.- , , , ___ ;; __.._.__ ; _ _ __ _ .. . UND U,�UTIES, F�F�i„�__ - C� _ TT `'. ; r:,� ;; _ _ _ _ � ' FAMILIAR WtTH ALL UNDERGRO _ ,, , � ` . .-_ _ � � �- ;�,;. . � �--;. -- -� 1. All existm lant material to be removed unless otherwise noted on plan. ; Y- A�� �F ��✓'.,�..;;;G:_ ;� ; . � ��' . ;� ._ ,. ,,, , , _ . . g p. _ _. _ __., _. z STRUCTURES. CONTRACTOR SHALL T _ SO - , < , �� . : ` ` C''J ' ;,�, i _ . 5 allon size ' _ T INCURP,ED DUE ?0 DA.MAGE OF �A!Q U� �,';_c - � - ; , � ; . ,,, G� ; ;; �. ,,' '; ; :. 2. All shrubs and accents to be. ,_g..�....� .. __ . ... ..}. _.... ...:_ - ANY COS , Q- , , _ . ., . _ �r p, W!TH �^';�_- ,." ' ' ; ,;; , , ,.; ; �, � �- ` , ,. ;, SQ P ,, ,� : _ , .._, c� - - : . rt �-� _ . __ . .; . � _ � _ , � < �:_ .• ; % _ -- 3.All trees to be 15 gallon size - single trunk, single leader, good branch structure 12. CONTRACTOR SHALL NOT wILLFULL ROCEEQ ; ; ; ; �� . � � ,'. - : , �� G _.�_ ;; ; ; „ ..._ _. _. . . ... _..._. _.._.__ ___ ..�. . _. __ WHEN IT IS OBVIOU� THAT U�JKN��';rJ C=� �- - - - ,, ,, �Q ���O , , ;; : 7 -9 ��N EW PAVERS _ � � . - � ,. - Q- � `, � ' ' � �' ;4. All lanting areas to receive Brimstone or approved equal DG 3/8" minus with : � T ;_ _ AS DESIGNED ., , � � �� c��`' � . ' .� P P SEE PAVER , , p _ _ . _ ; AND/OR GRADE DIFFERENCES Ex�ST THAT MAY :i0 �F � ' ,'' G' � ', ''; QI „ -� = ' ; ; r ° . - wetted com acted to a final rade of 3" depth. _ OWN DURING DESIGN. SUCH COND!TIONS SNALL B� "„'-'�' --_ . ,, ;; , . 2 ,,. . _: , „ _ _ 11/afines / p..... g �_ .� . .. __ __ . _ . -_ KN -- , ; c� �� �, .. , , , <�' - DETAIL XISTING STRIPING ; ; _. __ .. _, .. ._....... . „ . w Ik BROUGHT TO THE arrEr�TiCr� oF TNE COr�S��iuC�'C�� ��� � ; , ` � � . � ' � � 5. At street curb and sidewalk install rubble and or DG 1 below top of curb and side a ^T �, ,�}' ` ;, , . , E . _ . . .... . . ., . �_� . _ _-- �� �� ,;, ,, ,, , _ SPp,G S �_ ,' ; _ - ,;,, , _ , - . , . _ - ; ,,. , � _ - MANAGER/OWNER THE CONTRA� �O4 SHALL A��� ` -- , ,� -!- . NG � ����� .-:, ,' ' :� 6. Irri ation s stem mstallation shall conform to the District s Landscape Ordinance �^!vc C'.;� -'�' _ __ _ , AR4C� ,; , . , ; EW TREE �; ;; C� :; gr_ . Y_ . _ . _..� _ _ _ _ _. , .__..--.- � RESPONSIBILITY FOR ALL NECESSARY REVIS .; .. ;' :,;' ; ,, Zp p __ _ � AT�o , �, �� , , � _" � � Q 1302.1. � _ _ TO GivE SUCH NOTIFIC r�J. : ..� � . ._.. ., _.._ _, . ; : '. SEE LEGEND , � ; :, ,__. _. . . . . _. . .. _ _ .._...., _.. _.__ . __...... . . ... ...... ... __._. . .._... - -_ , : , , ; , Q _ . `` , R HALL BE RESPONSiB�� FOR ANY :,�^G�'.,�- , . ' ' " � - r ert s landsca e 13. CONTRACTO S • �� --`� ' �' ' NEW PAVERS ' ' � � ' _ _ nd shrub lantin shall conform to the Cit of Palm Des p __ , �. - ; ; , ,, � r MPOSED � , .; ; ;; ._ _. _ 7. AII tree a g _v _.._.r.._ . .._. ,�__. _.__ _.._ ._.. � , , ,�� � - ; ; ; ,, ,. , ; , � ; EW DECO , , ;. ... � , .: __._.. .. . _ _... ... .p ___,-. _.__. _ . ..._ . _ R A R� UIR�� TO A,.CO•��F_,� _ . � , ,; ,, , , , : , ; N MANAGE S �Q _ , ; ., , ; , SEE PAVER , . , GRANITE : ' n uidelines 4 �._ ; , , _ _ � ' ;. � ; ,: ; installatio g _ _ _ _ OPERARONSO , v � `, :. :, . ,�: - __ . _ , ; . ,> ; DETA L - , � '` ' ' , P i V_ D AI�JAGE .. A-- - - , ,. . , , � . „ : ,:; 14. C.. , T � , . � ;. : . � : ,, ; . �; : _ „ _. _. , ; „ ; , � ; 8. Landscape designer shall review plant locations prior to planting. ; ? CONTRACTOR TO ASSURE �;�� F R '"' � � ; ;; O : ; ,. . . _ ,; . _,, . , , , ... , ; . , , , „ , Q .__ s _7 -0 PLANTIN�.QR;�A � _ , > . ->` ,. _:.�, , . . -- , - , - -_ :��.., ;; , �;- 9. Water Source shall be Recycled Water. POC indicated on plan. 2� M�N�MUM �` T _ . ..__:_ _,.. . „ _ � . _. c �HA L BE TR��IP:GU�Q~L - - , >� . O , ; ��:- �___ �..., -_ . +r ', ;- � ; i ; ,. _.,� .. . _.. 15. GROUND COVERS AND �HRUBS � L - --- , . � �, , . �., ,,, �, � ; . �, o ,, . Q� .. __ _ _ _ __- _�_ QI �:_,.__.�,. , __ ; . - ; S , , , F, __ _�.,.,_ _.._.. Q ., ; 310. A flow sensor and master valve shall be installed XISTING TREE : ., F, F, � , __. : UNLESS OTHERwISE O � ___ -,,: �:_:.. , _.._. _ : , ,, „ . , , , Q- : >' ,,. , _ _... ._.._ ; ; ; ;; � �`K`�"` �-- - _- XISTING PF ,; :, � � �� Q �g �� _ _ _ _ ;, � . � ,...... . _ , _ ` � . ,,;, ; 7'-1" _ ._ ..,: ,, �,; '. , F,ANTITIG^AR �� .,�- - , � P � , ., ... ,_ ; ,; ,___ , , O, , ..... _ 7'-0". OBTASOID FROM ON�SSTEEEX�AVA,10�lS. SHQULC �.F�..- . =_ - -- . �� �' �� ::::='' EE EDGING '; � � ` �; ��, � � � - - NECESSARY INDICATE SOURCE LOCATION. SJIL ��'AL�� !.'--=� =N _ ,, � �, TT � : - - -- � ��� - ., . ,; , ,. � , , ;: .- TAI E�.�� � �� - -�, , ,� DE L ' ;;-� TYPE AT PROJECT CONTAINING PJO TCXIC CH CA`� --- - • t . ,. , I �� + , ., . , , ;%",� ,: ./ ,.` �� - iJORMAL FLA'JT v*:r'r'.T� : ; , � (� . � �;, WHICH MAY INHIBIT OR RETARD __ _ _ ;; �, , ES =' � ' �,s BLOCK I WALL , � � , - , 'I G ; � -- taC >' ., �,� � r a�, �� c� , ; ;; .., ,-, ,. . . P ;; , __.. � r�o ah� A� ,v�-- -- - � , G �'jP L BE SUB I ; ;; � ;, , 2 ULTS HA �1 ; , ' ' ,' . PR�C�N � SOSL INMP REMENTATICN. L ,_._ � P �� <, , _. _ ;: �,. . � '�,; . . , _ _ ,% _ �, . - -- ;: . ,:. -, _ 12 � _ , , 4 17 S p , A �H��! ^ '- � % Q� IANDSCA E AREAS HALL P L� 1' _ ; ` `" , � QI : ` �� ECOMPOSEDPGRANITE ON TOGAC� R00T BA�L �" _ - . , _ _ _ _ _ • --- - - __ ,... � . ;; " : � AL �, ��, ,. ��, _ Q ��" o � , `_ - , ^ ' �' � -' 2% MIN____ ____2% MIN OF PLANTING OPERATIONS. __ � �, �= ,� , � 18. REMOVE ALL NURSERY STAKES A��D ESPA���� �n�f� ;>,".,_� _ __. � s �, �, , „ � ASPHALT�- AFTER INSTA�LATION. � : ; ,. ; �. _ ��. , :` , '; . ,,,,.. ;' \ '<, . �°��P�� `� 4_� __ B�ocK WALL ;, . �I �\ �\ �\ �\ �\ �\ �\ �\ \ �\ �\ �\ �\ �\��\ �` ;�., . . e , ;., �' �� �� ,.,�.-. _. ,....:. .. ; '�� �� �� �� /� /� /�/�/ /� /� /� /� /� � � ASPHALT � _ �.� ' �' ����° - � � - � � / / / /\/� / / / / / / � ��� � _� ,, ,; e-�� _ �\,�\�,�\�,�\\,,� \��\ �\��\, �\ �\� . x , �� , ��_ .. � , _ . � ,:� , „ � � , � , . �� �. c� ��3 c� � , , ,, . . , , . , : , < �_ ,�._ � ;� , ... , . ... -_ , �, � ,:, . : .. �. ���% > LEGEND: ���� � /' `�. � . � .a _ � .t� -,� ,_: :- ; � ,r, � . NOTES:. ,' � ` ,, �� 1 BRIMESTONE FINAL SELECTION TO BE APPROVED BY CVWD 4 PqRK�NG \ . , ... ,:- � ' �-..,_ �`:., '' A INSTALL DECOMPOSED GRANITE PER MANUFACTURER/SUPPLIER SPECIFICA�ION. (_.... r ' . . . . �..., . SPAG'ES % .r `\ �`. � 2 �"X 5-1/2" ALUMINUM EDGING AND STAKE BY CUR-RITE, B INSTALL ALUMINUM EDGING PER MANUFACTURER/SUPPUER SPECIFICATION. , , ' , K.�''�. °.. \, �'•,.. PH N0. (800)366-2878 OR APPROVED EQUAL. INSTALL � X3" SAMPLE OF STABILIZED DECOMPOSED ° 5 HP Pq " ' � C S SPECIFICATION COLO BLACK ANODIZED. CONTRACTO SHA L PROVID� 3' � . ' R1� � _ _. ,` M T • � GRANITE TORCVWDL FOR REVI�W AND APPROVAL PRIOR TO CONSTRUCTION ? ; : .. . , �\11VG F�-- , _ P � :, __ --' SPA EXISTING F� � ,` ,, �, D� SAMPLE OF ALUMINUM EDGING, CONNECTOR, i C ER AN FA URE R ` �` �S ' ' a' G SLI 3 COMPACTED SUBGRADE PER SOIL ENGWEER'S REPORT REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. :" FIRE ; .: , XISTIN DING A�DTSTAK�RTOHCVWDPFORI . ,, � _ , _ . . ,_, . - , , , _ ; ,, . ❑ , ,:. � _. ; GATES � , � - HYDRANT , � ___._ ' ; , �_. _ ... _ , ' 4 FINISHED DE _ - = ; ;° � , _ _ _.. ; � �: : � , , �� " �EXISTING � � � � ' � _, _ ; . ,. � . �. ..� . ��_� � . . , . __ , _. . , d� _ _ ; , ,�;_ < ,�. . __ ` � BLOCK ; , _._ WALL „ _ . . __ , . ; , , , , , i' ;� __. ,.. � . , ��� ,, . � � _, ; __ ; , _.. , . ...� � �_�.,:: - , , t_ �. , :, ; , , , � _. , : � , , . � . , ___. __. , , , ,;. � _§ /�� /: , , , � � . , _._ , , , , ; � ,� � . , , ,, _ ; ,� �' NTS , . , � � . � i � „i � , ,� , . , . , . _ ,, � - . . _ ,, . __ ._ , ,� , . , _ , • :. , . , _� ; . : ,, , , , , ,, , , , � , , . . � , .< � � � ! , _. , , , ; , � / � . . , . , ,� � , � �� ; , > �, ,� � ��� , , ; � , , ,;� , ;; � . � �� '� ' � � � � � � CONCRETE PAVER � � , � , , �, , , ��. , �� � � ,� �< ,� �� �. � � ,�� , �,. � � � . ,, ,., , , ,�� ., ��� � � , � . . _ g ,, � �� ,: , ,� 2 „X 3�„ X � ,� , , , , �'��� � ' � `, ,.. :' . �� ,` , " ., ,'' ` � �;' � ���'` ,'' ' i�" ���'�' MANUFACTURER - BELGARD INTERLOC�KING PAVERS ,. � , - , , �, �' / � � � , � � � • � � � ; �;� „�� � � PRODUCT - HOLLAND STONE � �� � ��� .,.:,� i��� �., ;"�� ��., �..._�..� � � ��.� `� ,,��i `., „ ' � ' ; �� � � COLOR - SEDONA BLEND �����. , ,' � ��, / � \_�'� �� �� � �� ALUMINUM�STEEL�PLASTIC '.,, � �," � � ;� � s� � � � � � PATTERN - HOLLAND_A1 90' HARRINGBONE . . , . r . EDGE RESTRAINT , , � ;� �� � , , , s __ �; � � , �. . v . � , ,. , _ � � �.�� � _ � � � �� '�' % � 1„ (25MM) � � , �; '>' � ° >. . � BEDDING SAND � , �. �' \ , . , , , , , , :'� �� '� � �� . � .. �� . . " ' p � � e._ . . � j � �, \, '_, i � �� � ' Z , , J � , - .._.., ,-. _ .F V i � j � , . . s'�. �q` '�---�l . � . . m , \ - - /� . . /� ° e ° . 1'7 - ��£ . .4 �..'Y � j� ,d�.;�� .�.� o °D'. � .. ���n A ,,yi � (�, , ' % �� ,� .. ' � . � ���, ' , �; l � OMPACTED 3 / � ASPHALT AGGREGATE BASE �� ,, � STAKE GEOTEXTILE AS REQUIRED �.;� , ,� � TURN UP AT SIDES OF BASE �� �� , ;. '. , �%� . � , COMPACTED SOIL SUBGRADE ,�� �u�, � �.;, , ,::�,, � P A U E R D E T A I �. � � _,�, � , ; � �� � �, �-�.�: �� `'�. � � �� � � � � �N TS � � � � � ,. � ,� . '' ,_ � � � '�'� ��` ��XHIB/T AREA � � � � � � � � � � �� � , - ` � � ,� � oo r+o1 oveR ncrir�+aNCH n�s. ,�, t g �. i '*\ �� PLLOW TREE TO MOVE / .s �9 � ` \ �� �- � � ��r �, � `�` 2��LO�GE POLE PINE S ADMINISTRA TION B UILDING �:� �- ! :��` � , STEVE ROBBIN '� /%,- 5 .M, < � \. � � ` � TREE SiAKE (2 EACH) __ � �, \ qNCH T1E5 MINIMUM 12'AWAY FROM EDGE OF R60TBA1.L � ._� �j� � � � �`��' �� �� ` ` - SET TDP OF ROOT CROWN AT FlNAI GPi1�E � . � ; �" , ° �`` ;t: �� � �ErREssEo war�RiNc e,�z� � �r Coacilella V�lley W3ter DictrlCt �:; � : � �-x �=�� � .�g.�m :�� ;�� a:..,, WEST PARKING AREA PLANTING PLA1 . Landsc�pe Design Appro�•al * ;' �` � �-x �+ � , ��. �z � a rtiru�canoe � � � Y � .� � / a y ? �.Y f 5 � g . . � . . � . _, �f�� b � � �_;�� E � �� �.. � ��` = t. � A �����, � � -------------- 1- = 20�-0- � � � � �at g 7 3 � . , , %� � k,�'� w--3, � a y �. L�, �I��p I ��II�II S�ia�+� � NK �x �� '"� �:\ �� y `'� �,��„ ,� � �� �r �� � � runvE ur+�is�uReFn soi� � �p� ° `� 7 k�Y k 4 �` g , n * 4 ,� Y � b��k,.. � �� � . . . , ( � . t � ` � �. > � � � � < � NOTES: ��.V. � "K'�, q�� c��i ���: `,, s�c ��'��3r� C R ��• 4 ` 1X RODTBALL FOR PLPNT PoT SIZE REFER � . / � . ` � �- �,� ,�f < ' '�.�>z� `' �''+�_ TO SPEQFlCAPONS. � �3 ~''� �� ' �� �' �E-,•,��, r r_, ,? � ' � �, ��.> RE��s�°�s: °°'• aY "°"� °"ro°d� COACHELLA VALLEY WATER DISTRICT �`=.��fc � iT� S 'd �`�i �t' M�NRF ME45 LEAVE A BW2E AREA . � � �1 �i,�-,r slcl�:. Z. AH I N GA cwa+cuti cuswe.� f � � i {j � � E � ��" APPROX. 16'AWAY FROAi TREE BASE Dra.n: �'j �" `�� ., � \-„'� - " � � . ... � . � . . � ;z IN ALL 01RECTlOMS �'� �� � ��� �� ' APPLY 1'TF�CK LAYER OF �,� ��`• •'.,.a�, � �z;����i ��V�`Lc 7_r �t;�. DECOMPOSE�GRANITE ��., STEVE ROBBINS ADM/NISTRATION BUILD/NG , { ,.���+ . ,- . //, ��� �.,` �r �� \ ;x - oN roP oF RooT a�� ° o -� ; �,� , ;,,, � � �� � � '�` `� srrxE sir�c�rRUNK��s iF NEeoEo u,Kk.a: WEST PARK/NG AREA LANDSCAPE IMPRO�EIb1ENrS � � �q. '^ti; ° 00 NOi S�A)(E NULiI TRUNK TREES ��� _..,..,,. _ .., �s ���;:.. , ... Y� -�. � . __{.�. - � ,.��,� �.. . ___ __..•._ _._: . 4. � . _ _-^. • � ��\t�`•v��z� fDRM 3'BERM i0 CRfAlE TE}APORARY WATERING . � . ' � ! � B,4SIN(USE WITH EWB�LER IRRIGAiION OtdYj PLAN /N BENCH MARK: BASIS OF BEARING UNDERGROUND SERVICE ALERT Z. AHINGA � -800-227-2600 P� ��� • BENCHMARK:PALM UESERT 8£NCH MARK 5-1. TNE BASIS OF BEARlNGS FOR THlS SURYEY Q POR . OF THE NE SEC. 15, TSS, R6E, SEBM VICINIT Y MAP �TE�RCH 2Oa8 TREE INSTALLATION SCaLE NONE I$ T� NORTNERLY LII� OF THE NORTH CALL USA�SC Aav�oVea: P�R �• �B - � v�r au��+c ra. ELEVATION:178.138' EAST��SECTtON 15 SHOWN AS N89'46'25'E. FOR UNDERGROUND LOCATING 2 o�RECTOR oF EN��r+EeR�Nc R.C.E. No. 70160 �a�• °n.�°"°^��T,�°��S"•'°•' 10 NO� • N.T.S. siaoot�re o� �e OO� LaCAT10N�97.5g wEST oF THE tNtERSECTtoN WORKING DAYS BEFORE YOU DIG �� x� .r � LPNOSCAPE A1GR. �DSCA9E DMSIOH CfiY OF PN.11 DESERT 7/�H/ZO�3 AS NOTED OF CALlFORNIA DRIVE AND TENNESSEE AYENUE. _ _ _ _ ___ _ _ ___ __ _ _ __. 1 l IRRIGATION EQUIPMENT LEGEND t SYMBOL ITEM-MANUFACTURER-MODEL NUMBER-DESCRIPTION • NOT OWN WATER METER 3/4"RECYCLED WATER METER-LOCATION (INSTALLED BY CVVJD). 1fERIFY � STATIC WATER PRESSURE AND REPORT TO IRRIGATION CONSULTANT PRIOR , TO START OF WORK. NOT �IOWN RP BACKFLOW 3/4"REDUCED PRESSUP.E BACKFLOW PREVENTER-LOCA-IOy iIhSTAL1E�SY i CVWD) � GATE VALVE NIBCO T-113 IRR BRQNZE LINE SIZE GATE VALVE-SAh1=SIZES AS MAINUNE NOT �IOWN BASKET STRAINER SPEAFiS BS-23 S80 015 t25" FLANGED SCl=EDULE 80 PVC BASKE-STRAINER WITH 8a MESH STAINLESS STEEL SCREEN,EPDM 0-RINGS. AN� PRES�URE GAUGE. �'� '� \ NOT �iOWN MASTER VALVE RAINBIRD 125-EFB-CP-R t.25"BRAS��aASTER VALV�WITH INTERNAL BL�ED _EXISTING TREE � � IRRIGATION LINE \�. NOT �IOWN FLpW SENSOR REFER TO CONTROLLER NOTE � - - - - - -� - - �- - _ _ `� � • CONNECT � - - - � I I I _ - - ��., � QUICK CaUPLER HUNTER 44A-LRC-A 1"QUICK COUPLER 4YITN PU�PLE VIN�L LOCKIRG CQ��ER NEW TREE ' , e � INCLUDE TWO(2) HK-44A KEYS WITH HS1 1"X�'4'SWIVEL PE�CCN�?�QLLER - � � i � ��, , -� - _ p ,�� ��, , i . , „ ,:� � � r T , ;4 !� ,� T ,,; PRESSURE � i � � \' � CONTRUL VALVE RAINBIRD 100-EFB-CP-R 1"AUTOFaATIC CONTRQL VALVE. � ' I `�..� �� - - �� ` ��% „ MAIN LINE , � . � � ' ,. - ., _ - - - �_-,: ,: -= -- -- _�._ - 2,_ ,_ � ` �- \ 5'f' N DRIP VALVE RAINBIRD XCZ-100-&COM 1'AUTO"AATIC GONTROL VAI�E(INCLUDES A i � __ , �� �: E�(I'ST► G ! �_ -_: �-- -� " ' , r ���� ��_ -_ � �; `� \ _.., �:: __ ` � /� „ "�� t � t I FILTER AND A 1'40 PSI REGULATOR). _ __ _ _. , � � '_�ONTRO� `, � � � , . � - :::. -� ; _ - } , ; T ; � _.r.' � ,. .,. _ " i � ' "'s VALVE ; ' E � = � NOT OW RIP TRAN5ITION 0 ADE TERAL i 0 D�IP LATE�A � � �,� .� .. � �� _, �. :� , �� S : �:: , ,-s, �, ; ; .:. �, `- �. � \ � N a TRANSITION FR��,� BEL W GR LA . L`F R = I:. y � „ � i � - ::�' `` !� _I REFERENCE ONLY) ; � � �.. :.. 2 � - , �., , , TREES�MOD' ,; ; ; ' . . . � . . � / . . ...i . . . ;' :�� . � � '�� � � . � � . I r . � � . . . . . . . � . . . � .. . , i - ' `. WATER` USE �� � \ : NOT �IOWN DRIP SH -1 TECHLINE AUT�AA"IC FLUSH VALVE'1'lITH A 1;2' Mf1!'JUAL . , ; ;�f �, ;� FLU NETAFIM TL050MFV . / � \ � � �:: = E X I STI N G 2" ; ;;' ,: :: ? � BALL VALVE � \ � PRESSURE . r� � ' � � � �, MAIN `LINE ' L "�� � , , , , / � `, �j' - � OO ` ! QQ TREE IRRIGATION THREE(3) EQUALLY SPACED RAINBIRD 1401 BUBBLER NCZZLE��N P�'C EXISTING TREE / ��� • _. ' ,. ,,:.- - � � IRRIGATION LINE / ; T ,�� ` =�- � � j „ ---- RISERS PER TREE DETAIL. � --- - � „ ,,. ,,_ ; -. . j / � ,;, `. r'� `- --__.,.:._,_ NOT �IOWN PALM IRRIGATIQN THREE(3) EQUALLY SPACED RAINBIRD 1401 BUBBLER N�ZZLE�ON PL�C / EXISTING ,/ <, � / IRRIGATION / \ , ' RISERS PER TREE DETAIL. / MAIN LINE ` ` / / ; ; -� ; ,' „ � Qs RW ID SIGN RECYCLED WATER WARNING ID SIGN -T CHRISTY MODEL ID SIGN 3.5 i2'X 'R �- " � � X 08 ALUMINUM WITH 1 1/2 SQ ALI,PdINU v1 POST 2 PGR�ONTR�LLER / ,, . � . . / , ,. , , ,_ ;; . ,: � ,� „ . ; ' ; ; � � '���� � - PRESSURE I � � �t �. . � _ ,_u �''• AW LWE ' �.:W /� � �,� �� �': '"�� � `� ` � _ , '�=����� � , ": ,: , ,,;;< ��' ��=���-- `� ;� M I � � � � NOT ���� �` WN GONTROI.LER IRRIGATION CONTROLLER-RAINMASTER i-C�NTRAL IN A TOP�JIOI.R- _ CONNECT ��' .%�� �, � � ` '��� ��� � � � � � ����� �� '� �� �' � � � � STRONGBOX ENCLOS�9E WITH A / � ,, �, , �� N�W TREE �� `"� � -T � �',_,,T ; �� ��� � ' �� r� " - __ � , � � TTACHED RAIN SENSOR-JOHN DEERE NEW TREE / � / �,/ � �. � LATERAL �� �.,- �� `. �--. � �- �� ; -- `�:.� '_ �� �� � �� � � _ � �� - � GREEN TECH SA6-RM3�36�'LPP;RM-ISVG2YiRSE�FSF-100B � � . T -..._... . __ . � _ _,. _. ; , , �__..� , . . . _ � � � � � ._ � � , : _ : . . , . � �. ; . � ; __ r._ _. _ , _ � , , ._ , : , _ , _ ; / : ,,, T ,. � TI G 2 >`, . ; : , . _ : f , .;`. ;� .� ; . T / _., � � � R MAINLINE F R PIPE 2'i HROUGH 3' , .: / �Q , EXIS N _ '': . -..._ .. : ,. � � _..,� _ ,u ' ;,� . __�' ' ;,� RESSURE :, .,; -,, ; \., . , \ ; ; -_ :, , _ ., _,.i '�O� }' PIP 1-1�"1'AND F•aALLER � � i � P , Qs _ ,::: , ' � � � ' � _ ; ,�� : �';� :i ; �_ : . MA NLIN�E PURPLE SCH 0 P1RESSURE MAINLINE FGR E S / ;T � ; M AIN LINE ` . � _ � � ., '� - I 7�; ALL PIPE TO BE SOLVENT WELD r�EFER TO TREVCNING CETAIL F�R DEPTNS , � . . <- ' . � � . , ; ; , � � . __ � , ',, , : :` T ; , :.. ' � , ; I - _ _ - � ' ;" (� ,. , ` ':: `. ; �� ' BELOW GRADE PURPLE SCH 40 SOLVENT WELC PVC -3�`4"MINIMt,M. � `ti ' ' � ` ' "� ' L ERAL REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR . 1 / _.._...__ � ; . NEW TREE �;! � � � �f '_� AT �, � �, � ���. T L � ��� .� , � `, _. �LA EI�A � ; 1 ; � , I ' BURIAL DEPTHS. I � � / , � ,� � � ` '`� I EXISTIN , '� � �; . , ,, , , �' , G ,. : ,, . . " T . ' ``. SLEEVE � � ; ' ' Y - - - - - - - - LATERAL PURPLE 3/4" SCH 40 SOLVENT WELD PVC. REFER TO SHRUB E'AITTER dETAIL � ��; � f � � � � � , ,, , � � „ ' IN USE -,- _ FOA BURIAL DEPTHS_ / ;',' . � - _ _ �� ,� - � = �_ � �_:,��-> . � � " � f I / „ ' � EXISTING � EXISTING TREE � ` '` � _ � � „� �� AVAILABLE A,r; � IRRIGATION._.. —N�[�MB-V1Ela1- DpMESTIC WATER DENOTES DOMESTIC WATER LINES ON CIVIL BASES � / � - LINE „ : „ , �. ,. . , . \ �. „ . , , �. , ' 2" SLEEVE K L E /� ,�' , . , . l �N , .�� ;� �. , ;� ,; �� T '/ ,% �' ;,"' � '._, � � " --NB�F�H��A/-Pd-- RECYCL�D WATER DENOTES RECYCLEO WATEP LINES ON CIVIL BASES \ r ,�; - ; T � f.` j f; LINE . � ,. �.. ,:.. , � , NE�W TREE _ � � � ;� ��� , � ' � -� �'; � , ,, �� �; ;. ���� � ; W � , ` �. _. � � -- _ � ;:: _- . ., '�� � `F:. '� �� � � � � � WATER LINE N CIVIL BASES L�TERAf� ���� � 5 ,� , ,. , � � �. , ;-- - � ::. -,, , T, _ _,:� � =-�,. � � : --P,d$��-}�Wf'd-- SANITAF�Y SEWER DENOTES SEWER S 0 � � ; ��. , - , . '. ; , � , ,, � � - � F.. . ` , „ e � � - _ , , .. . � , ,� S , LI , , , ,,. _... _ _ :, � ' . , ;, . : T � _ , _ �: _. . . -, - . . , .�_ �: ,. - � ._�_:_ , : „ � s , _ . , ;, . „ _. _.: ;; . ..,. . .— �- _ : ,. � �� ' G PURPLE SCHEDULE a0 PVC REFER TO SLEEVING LEGEND FOR�U vTiTY aNC , ,,, , �. ' ' - , , . - _. , ,>: ,;, ,, ;; _ : ,, , � / IN A ,. . '. __ ,; SLEEV ;-..... ..;, ,. , , __: ' : " ` ' LEEVED�,11NIF J,�2X �.. ' : ,": T ` - , ` � / TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE S .� � , .... � �. � �_„ � � , �. � �. , :, , (� ; �; X , � ,,,. ; . ; „ ;, �„, _. :--. - , �'!' / CONNECT I ITN A f,AINI F2 DIA�AETER. r , � ,; ; - �� ';( s DIAMETER OF P PE W MUM 0 ' ,� / AND VE , 0 / `. ,� ; , - � < :' �; ��'%�,; > ; � '. , , ; ;;,., , , . __..., ; l RIFY ., , y ,, .,, , ER �' .- - . �, � .�',;; . ` , � � � � / ; - NOT SHOWN DRIP EMITT S RAINBIRD XB-##PC-1032 THREADED oRESSURE COMPENSA?IhG DRIP ,,, .. ; : , , . T \ ,' � ' , '/ , , ��, TREE L� E AL _ ` \ � ' EMITTERS ##REFER TO SHRUB AND EMITTER LEGEND FOR =LO�V RATE. CONN ,� :: , , _ �. ;. , . �_, _ . A �' ' ;T $ �, T R \\ c\ �,, �> ^ __ , ,; . � ; : � ��k -i � � � � NOT SH N SOR - CABLE IN A 1 1.4 S�HEDULE � �" ` PVC CONDUIT NO SPLICES PER 1(TT ._ �XISTING :, : " � . CABLE . y . � � � . _�_, � ;� „1�;� OW FLOW SEN ` ED � ' SLEEVE � ; � � �`� ,, , � . � � /,% ' ,� � � � � � ; . � � �" , ,. ,. . EXISTING � „ � . . ? _,:>,,; ,,;� � � ,, SLEEVE ' �.\ �� ,.%,'� NOT SHOWN MAINLI FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDI,LE 40 P'JC SOLVENT�VEL� �` � �� � �� � � � NE ' � - � ` � :: �,_., �. ����.'�:, �" __-_.� .__ � �.'�� � ��;� ,. � 4 P�' ' "'�� �� � `�- ; A „-: >.,: <' ;'� ��� �; ,��'��.. ���: � � � � �� �� � � � � � � LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE C C � ,, _ _:�-..: � ,�_. `� �� � � � � � � � � -` ! '� EX ST ' SOLVENT WELD ALL ON GRADE FfTTINGS SHALL BE UVR. . _. ,' ,, . _._ _ , ; , _ ; EXIS�ING. __ _., _. , , -. . , i ,,, _ ,, � , � I ING ; , ,�, ; ,,: �� CONT(� �..__ ` CSL��� � SLEEVE ��. ����� � � � � %;1; �3 � VA�L��/E � �w�;���� � ,-; , / � NOT SHOWN IRRIGATION WIRE LEAD WIRE BLACK PAIGE 7001D#t4 AWG UL LISTED U.=.GJOV DIRECT BJF�iAI , ; ,;� _. : ; �._� -' ,, - - __ �������-, ..,:� ��:. . ��\\\ ��/j� ,.4 /, . � ' �'" "� � ` TRE�ES-MOD. COMMON WHITE PAIGE 7U�10#t4 WITH BLACK STRI�E _ __ ;� ,;;-� x ��� TING � ' ,% ��, ��� `\\;, �. E S EEVE //:_,!�/ WAT�R USE ` - EXTRA WIRE ORANGE PAIGE 700t D�14 Ath'G . .- . .,� � ,i ,�r - � e , . ` � � � % � � ___ ���°�`,� � ����� �r , - :,. �:�� / � � � � �� � � EXISTING A i������� '" �'�J'� �'� �� ������. � � � � � � � � NOT SHOWN � VE BOX LAR ON �419- 14'X 19' V'JITH PURPLE LOCKINu LID _�._ � �:'' �� ;..- � � �, � ��� � � � � � � � � CIRCULAR CARSON 910 10` �'YITH PURPLE LOCKING UG . , __ , . .;, ;. � � �, �� ,,: � ; '' ` SLEEVE ,,;-�� ��, A �,, � , , � _ ___. , . ; , _.-- ; , : , , : , .. , .,. 6� � � _ _ ',�� � `� i ,.;�.�•' :� . : ..:.,. ; 1.. : .,-� � ��'� .�, .�: . �,' r�,' ���.. � `�� a. � � � � , G � :r " �/ / ,��'" . � , � / NpT SHOWN ID TAGS PURPLE BILINGUAL P.ECYCLED uAT�R � , „ ; _.__ *> , . _ � � __. . .. ; :;� � ;' ' -� ,,:,�. ;: , ^ > :_. , . ,. , ,� _ , : _ ,.. ,... ;; �": , ;...- , ,. _� , WARNING TAG- PER 1,ALVE. , ,__ .. : ;; ; , , ; , �. , � .. __... , ,:- _ '� „ :,_,: .. . : , _ �.._; ' \ .. _..... _ _ _ , >, ' � . . , _ , � _ - , _ _.... , ` ,. � _,,. ,,. , ; . ; __. . , , � � --- � � � � _ , � , ,: �� ,,.- ��, �� �� , ,, , , ;, �._ , - _ -...._ , , ._. , . _�.. � , �� , � , � . \ , , , _.� ,._._ __ ;. , , ; , , , , �, . � �� ;; . �, _._.. __,- A.. ; , , ,. , � . �. �; _ _ A�.� JI�IP.� „ \ :, , � __,�� ,� ���� �:� = � , ._.__..; � ., �� '�t i� ��":,,; -(Clj � MAINLINE STUB CAP PRESSURE MAINLINE AND INCL�CE LEAC�'VIRES AS S�O��N,CO• Of �. . -. , , � , �,_ _-. � ' ` �,, �-- , _ �_ ,.:� . ,,_;` '�, `� °�, � ' AND TWO EXTRA WIRES IN LOCKABLE VALVE BOX FOR FUTURE CONNECTION. � >, , ; , _ , , \ ; , ��. ' ;' -,__- ; ;. , „ , , 't t i ;� ,,� i � , .� ,� �� ,� - �; ' ; ; ; , � '; , , ,,�, ; ; . �� DENOTES NUMBER OF LEAD WIRES � � � � �.. `'�;' ,�.>__ : ; f, , � �, , � , , ,__. __ � � � `�" DENOTES SIZE OF MAINLINE STUB _5" DENOTES STATION NUMBER '�`'`�'` DENOTES VALVE FLOW(GPM) DENOTES VALVE SIZE Coachella valley water District I . Landscape Design Approval ! . j � RE"'S'°"5: °°'' � "°"� °"'°�°� COACHELL4 VALLEY WA TER D/STRICT = Z. AH 1 N GA cwaEuw rxso�.� _ j e o °ia-^° STEVE ROBB/NS ADM/N/STRATION BU/LD/NG i WEST PARKiNG AREA LANDSCAPE lh1PROVEll1ENTS E ROBBINS ADMINISTRA TI4N B UILDING �,Kk.�: ,RR,�AT,°"P�" - STEV BENCH MARK: BASIS OF BEARING U GROUND SERVICE ALERT Z. AHINGA WEST PARKING AREA - IRRIGA TION PLAN � -800-227-2600 P�"`' `�'�� BENCHAIARK:PALM DESERT BENCH MARK 5-t. THE BASIS OF BEARINGS FOR THIS SURYET Q POR . OF THE NE SEC. 15, TSS, RSE, 55E'.� • (5 T NORTHERLY Llt� OF TF� NORTH CALL USA�SC — - - ' _ � ELEVATION:178.138� EAST��SECTION 15 $HOM1N A$ N89'46'25�. Approved: ���T �' `e _ _ FOR UNDERGROUND LOCATING 2 DIRECTOR OF ENGINEERING R.C.E. No. 70160 oar. �•�««�•�*�••���•• ° "°� , SC�lLS -------------- 1" = 20'-0" ' LOCATIONi 97.59'wEST oF 7HE 1NTERSECTION WORKING DAYS BEFORE YOU DlG Do1i� �` �' µ� OF CALIFORNIA DR1YE AI� TENNESSEE AVENUE. 7�1 H�ZO1 3 AS NOTED ---- --- 'I � s , . � . i z � 2 a z � 3 4 : , � d, 5 � SrR�PW�RESAPPRox��TE�� CITY OF=PALM DESERT INSPECTION SCHEDULE 2 5 E 6' 10 .: � a j ( g y, � �' .�'�•� . � � � � S�6'FFOM END � � . � . . . . . , 9 , . , w 3. E 3 ii i. / i i. ; `� bqr�)°I 1 a -�'• . � -,: r -�� .-". i� ,;.: a t i - � wo ._ � 1 "'�4--�'t���� . . . S7EP1 . . . , ..: . SLEE _ ` ' ' �:�Y =w 3 .. � «'- , ' � . ��' - ��=:�: -�! �' -i.�.;i��; ��: 1. VING/GRADING � w :,. � -II , � , � ;/ r: � ' �� '�i' �z ��� -��� - �� z 1 :� ,.-s � . -[: Q .. ;- 5-0 : 'i:! 5 0" >� { �1I;I���f Ii��• - _�ll � '�� . T4VIST ENDS TOGETHER IN CLOCKWISE , _ �; a� „ a ,o o� ,o Q� � _ ,,� a. SLEEVE DIAMETER, TYPE, DEPTH AND LOCATION s , '� 1 �w ' �� ' ' ¢ � i �'+ �� - i_� � ROTATION.TWIST 3M SCOTHLOK � ` ` �'`° 2 � �� " �� b. SOIL SURFACE DRAINAGE ELEVATIONS AND TRASH ` N � i '�� / � L �� . ¢ ��� 4� Z� I I � � I 1 O . �I,� � _ , CONNECTOR ONTO ENDS IN � . � , w /� I s L - ;€ . � � � ;� : ''� g I . 2� -i . � . STEP 2 CLOCKWISE ROTATION � r 4 ��� INCLUDING WEEDS 8� RUBBLE � � .� ;/, �i- i rr :. � � � . , - . . . . .. . . � � w Eo J��� � r 3 r : . a }o r i-: i � s:r i . !.� I ' S � I 3 7� . ( . . . . . . . . T ;, � , x ' ,, - 4 �� � � - s t J _ , i, w �. i� � 4 .;:,� t } 5���� �r�� . 6 � � . � N � INSERT WIRE BUNDLE INT03M DBY � . . �. alir� C- . �,.- i I i 1 �'r F .3_' � I . �._�Y. .. .,;v . . , � =- � . . I� . i t 9 . t; t � r� � �� -so.. t � T i .. . . � �_{;, �, , _ � � � ,�� �� , � . .. . HARD o f x`_ WATEAPROOfCONNECTOR (r. SCAPE/BOULDERS -COBBLE � i�--i�. . r'� 1 ��� :#�i' r:S . 6 I . . .i ,�; �.-_i'� -r. r s 9 6 . . . STEP 3 . . � „ , ,� ; I � : � � '��`� 3 --.� .� ; , ,- � . . . .. _ a. SIDEWALK AND WALL LAYOUT � i{ �r i.I't .i� ..i - � S� ._:3 t �• _. , 4 _ .����, �i.: i I �4f� . . ; ��. -`:i � �. � . . . . � . . . . . � �. N � . �- ,.,.-..� . _. ...: `5 �-�_� I i i��Ii.: -.^;; ,.::.!, �.;•` � � PIPETYPE LOCATpN SIZE DEPhi . 5 �:` :-_ � y.:.�r i R f�I - ' � � '.L, .'ILI- � . � � � . . UTILITIES LOCATION �i EFERTO -,�'� � � 4 i;�! j ik �-: �I� S 4 O 3 '� z4� 5 - T' a• „�,�_�-,y'"�at..�':�, :_ TflENCHQJGDETAIL � � -7�'��.�- -3II�� . � � � - SPREADWIRESTHROUGHSLOTSAND � � � - ' � �. r i i iF�� � - PRESSURE 2"r 24' . A f .. t` ,�`gt. =s - . . - . . , ,, � f i t �i � L, �N��p� ���y,�,y,•:,L ,�,��-t ., 13 12 „ ,o CIOSECAPTOLOCKSEALED C. BOULDER TYPE SIZE, WEIGHTS AND PLACEMENT '- L c��1�,,C F �} -{�!,� 8 O 4 5 MAINLRJE VEF�ICULAR c 2 30' . '�,t' � ��'�� . � 10 14 . . � � . . . � . � � � � y �i� i .z CANNECTION ` ` ` PAwtic SECTION VIEW CROSSING VIEW 7 '�'�-�'^�'�'^"`� +, , ` � ' 5 . '. : " . �; � r-.:-.i r _i i. �t� .s . . . � STEP4 rt :-�=r. , �r ��•'.r, .1-:�_ z, ao- , 8 ,_ ... .___. 10 <2.5' 9' � � -,,;�.>_ � s NON PRESSURE . �N�CAPE Z 5,t 9, � . 9 O 12'SCHEDULE 40 PVC S7AEET ELL. : O 3l4"SCHEDULE 40 PVC NON PRESSURE LATERAL . � � � � . � . � � � �� . � � �. I RRIGATION SYSTEM ROUGH - IN � � IATERAWNE VEHICULAR <2.5' �37 CONiRACTORT0000RDINATECROSSINGOFALL . � .� � . � � � 8 LINE � � � � � � � � �� � � _ � � O6 IOWVOLTAGECONTROLWIRE.6UNDLEWIFES � PAVING 2,5"t� 30' �NLI ESWITHWATEROSTRICT'SFEELDRNSPECTOR O LOCATIONATION-REFERTOPIAMINGPLANFOR O �HEDULEBOPVCNIPPLE . O CB2-StODE REQUALxT BALLVALVE-SPEAFS � � O TOLATERALLINESIZE ALEADAPTER,ADAPTI2' � � . � � � . . . � . � � �. TRENCH DEPTH 111rD LOCATION ANO AiTACH TO PIPE AT 10'INTERYALS PPIOR TO TRENCHING � � � � � � � � � � � . . � � BACKFILL,REFERTOSPECIFICATIONS 7 CHANGEINDIRECTIONGREAT�THAN30`�LWE � PInN NH�SURFACEINLANDSCAPEORVEHICULAR 6 zOR FERTOSPE�CIFRCOATONSFORiypE INIMUM � O OUANTITY���BUBBLEH�REFERTOLEGENDFOR O SCHEDULE40PVCSXS%TiEE0RS7(TELBOW. � O WRHSTATIONNUM ERANO'FV'I.E.Al2FV'LID 10 SUPPORTBRICK-FOURREQUIRED � . � � � . . � . ��. � PIPE SIZE AND CLASS O O O O . . .� . � . . . .. � COMMUNICATION CABLE IN CONDUIT QF NON-PRESSURE LATEFAL LINE PIPING IN SLEEVE, RECYCLED WATER IRRIGATION PRESSURE � � � �� � � lf?'$CHEOULE 40 PVC NON PRESSUR€LAT€RAL � O UNDIS7UR8EDSUBGMDE O qppLICABLE� � �2 BACKFILL;REFERTOSPECIFICATIONS � O REfERTOSPECIFICATIONSFOflTYPE O FINISHGRADE O MAINLINE � O RAINBIRDACV-SOADJt15TABLECHECKVALVE. O PVCLATERALLINE-REFERTOPLANFORS¢E. � N€TA�IF�TL��6�1FV�tAUT�IdAfiIE�LU�NVALV@ � 11 LINE-LENGTHM1SREOUIRED � - � � COMPLETEDCONNECTION � � � � C. PRESSURE TEST (125 PSI FOR 6 HOURS) WITH 1!2"MPT MIET O3 FINISH GfiA�E O NON-NR�ESSURE LATERAL PIPING,REFEF TO O UNDISTURBED SUBGRADE O p PESLEEVES TO BE 1WICE DIAMETEA OF CARRIER O �g��ADE � � O POSR?�SEWER LINE-CONTRACTOR 70LOCATE O SCHEDULE 80 PVC AISER. � � �0 SUBGRADE � . O ���SCHEDULE 40 PVC MALE ADAPTER � 12 1R"SCHE�ULE 40 PVC FIPT TEE � � � � �� STEP 5 � � � � O4 DEBRISANDROCKFpEEBACKFILL�ORSANDj �Q HARDSCAPEORS7AUCTURE 4 DEBRISANDROCKFREE6ACKFlLL(ORSANDj 9 NON-DOMESTICWqTERPIPESLEEVESSHALLBE 3� DOMESTICSERVICELME-COMRACTORTO � MAINTAINIO'HOR20NTALSEPARATION S SCHEDULE40PVCELL � 11 COMPACTEDSUBGMDE . � . . �� � . � � � � . . � � . � .�. PLANT MATERIAL (TREES & SHRUBS) MINIMUM Z ABOVE AND BELOW PIPNG. O . O MINIMUM 7'BELOW PIPMG. O IDENTIFIED PER WATER�ISTftICT STANDARDS O LOCAiE POSRION O � . O . � �� O . . . O FINISH GRADE� 13 1/2"x 2"SCHEDULE 80 PVC NIPPLE . . . . IRRIGATION MAMUNE WARNING TAPE LIX:ATED ON PRESSURE MAMLINE PIPING IN SLEEVE,REFEH TO ALL SLEEVES SHALL ExTEND MINIMUM 12"BEYON� PURPLE RECYCLE�WATER IRRIGATION PRESSURE IflRIGATION PRESSURE MAINLINE TO BE SLEEVED S MpqLEX STREET ELL � �� �Q ROOTBALL � � � � � �. CON D(I 1 V I\ - � O PRESSURE IAAINLINE PIPMG,REFER TO LEGEND 11 70P OF AND 12'ABOVE PIPE O SPECIFICATIONS FOR 1YPE . �� EDGE OF PAVING O MAINUNE SLEEVE-AS NECESSARY AT CROSSINGS O FROM DOMESiIC CiiOSSING-EACH DIRECTpN � O . � � � . . O . � � � � O7 SUBGRADE . � 14 �CUBIC FOOT 314"CRUSHEDGRAVEL . . � . . .. � � � � . � � . . . b. TYPE TRENCHING NOS�A�E PIPES UNDER PAVING Nos�A�E RW / DW SERVICE LINE CROSSING NOS�A�E TREE BUBBLER NOS�A�E , AUTOMATIC / MANUAL FLUSH VALVE NOS�A�E VALVE WIRE CONNECTIONS NOS�A�E C. PLACEMENT . �,.,R..�r., .,�.�.���.,,��m.nA,... .. �.«w,,.m,.,�,�,; . -....,.,..m.. ,_.�.�.� ,.� M .�,�..�...�-,�� �a+ti.a.,�.,...�a..,. ��-�� .,�...�..-,.......,�.n.� ._.-�.o�.n�.r. �.«r�.�..�..,R..R.....,.� �.�.r.vw.r,.vm.sKa,..�n.,n�.�.r.. ,o�.�nrw.-�c�wr..m �.,..�.�r....c.n...�..�.ez..�.=.,.�.�....,�.�«:,�.�,.�.n..��.,n.�r�ae.srora..a.�,r„�r»..,�.v,.��,�-,.:. o, .�.rT...�rc.e..m,.��u,.Fr....��.x .wx,...ercn�s..n..N.nn�E,x.«rr.�..,rc. . . . . . om .w�mm � � . .. � uwa wrtcocr. .. , w . oc m.sw. � �� �, x� wawor�w�w u..m.Kux e��u.��.� � . . . . . . 5. GROUND COVER (DECOMPOSED GRANfTE) �pn u�Ctip? �po unC(i� . � �n unctip' . .. � � . . . � � . . � � � . . � � . . �o y,� � �c �i? _� ' 14 �c ��S C�. TYPE . � 2 � =m 1z ,3 A � . DEPTH AND SPACING -� $ - -`� >> z b FORWATERCONSERVAiION � � � � � spf �a� THSPROPERTYISFiRIGl1iE0 O $�'41 �a�� + -..-; � �.�:`t:�S i� i ��i��! i��T� $�yl la��IO 12 , 3 � � . . . � . . . . � �. - • WRNFECUIMEOW�TER . ,i i � 1 �' y .. .1�:..1T'! � � . ��' ,� . . . . . . . . . C. COMPACTlON DONOT � DRINK �'#, {-. . , _ ; 2 ;; _ � CdpPMIE0El03E9"UEfQWDE . . . 1, J �� � ' 4 t i� i ... f " . .. . . . . . � � . . . . . GO16OI�M.'IJN�CUpUMD,CST�MlIM 1 _ _ � � . . . � ,�,�,a.r���«o,��a ,o � 6: FINAL ,�., ' � ,o � • a. IRRIGATION: z �" 4 I.) VALVES, BOXES AND WIRING . . i r_ Z 6 5 4 � !(\� � 5 � . � . � . .. . � . .. . � . . . . . . . . . . � � . . � � 4 ; ; ' ' '`�[i.:;� �` 0 5 _ _ __ ______ 6 5 Ii.) CONTROLLER OPERATION AND SCHEDULE 3 LL , III.) SPRINKLER, BUBBLER AND/OR DRIP EMITTER NPE, 2x I �;;;' s _,� `: �I�, 4 5 4 7 8 - FLOW RATE aND DUANTffY PER PLANT. �,�tr,= 5 6 � � .: ;��1 9 ' IV.) OVERALL OPERATION , �i��- fi �� ;; ! , , , ' ` V.) AS BUILT ;.' ' ¢ f , . ,;. � � 8 8 � __ _ � 8 9 � 8 b. TREE STAKING . DIA. BRASS ACME THREAO QUICK COUPLER WITH MAWLINE TEE OFi ELL FITTING WRH BUSHING TO . � � � � . � � .. � � . • • O PURPLE LOCNING CAP-REFER TO LE�END O ADAPT PIPE TO INLET SIZE OF QUICK COUPLER � . � � � � � � . � � � � . �� � � � � � � . C. OVERALL ' � O INLET SIZE,3"IONG BRASS NIPPLE O PRESSURE FAAINLINE j� BftASS GATE VAW E-REf ER TO LEGEND O �'�C MIIINLINE-REFEH TO TRENCHING DETAIL FOft � � � � � � � . . � . � . . � . � . . � � - � DEPTH ! 3 INLE7 SIZE BRASS ELL Z 10"ROUND VALVE BOX WITH STAINLESS STEEL 8 COMMON BRICK SUPPORT,TNO REOUIRED � � O �p BRICKSUPPOFiT,TWOREQUIRED O O � . . . . � � . � . � , AOLT IOCKING LID,HEAT BRAND"GV" OATTACH SIGN TO POST WITN STAWLESS STEEL O FINISH GRADE O INLET SI2E BRA55 STREET ELL �� 7 CUBIC FpOT 314"CRUSHED GRAVEL O3 VALVE BOX EXTFIJSIONS AS NECESSARY O 1 CUBIC FOOT 314'CRUSHED GRAVEL � � � � � � � .� � � HARDWARE,iW0 BOLTS,MINIMU�A 5 - OCHRISN�ID-SIGN3S�72"z 18'ALUTAMUM X 0.08' O SUBGRAOE O INLET SIZE BFiASS NIPPLE,12 MINIMUM IENGTH �Z �0'ROUND VALVE BOX WfiH STAINLESS STEEL O SCHEDULE BO PVC THREAD ONE END(T.O.E.j 10 SUB�RADE � � � . � � � THICK RECYCLED WATEq SIGN BOLT LOCKING LID,HEAT BRAND'QCV" NIPPLE,MINIMUTA B"LENGTH TO CLEAR VAIVE BOX OSUBMIT SAMPLE OF SIGN TO WFTER DISTRICT CONCRETE FOOTING WRH SLIGHT CAOWN PRIOfl TO INSTALLATION FOR APPROVAL O O6 SCHEDUIE BO PVC SLIP x THREAD ELL �3 SUBGRADE O PVC 45"SOI.VENT WEID ELL j� FINISH GRADE . - � � � � � . . � . � . � � . O1�12'X 36'R 1/18'WALL SOUARE ALUMINUM POST 8 Ft1RNISH AND INSTALL TWO SIGNS PER 7 PRESSUflE MAINLINE RISER,MNJIMUM 4"LENGTH �q FINISH GRADE-SHFUB BED ONLY 6 SCHEDULE 80 PVC;LENGTH AS REOUIRED TO 12 RECYCLED WATER WARNINGTAG O O CONTROLIER . O � O O REACHTRENCHDEPTH . � O . � . . � � � . . � � . � . � � . . � � � � .� RECYCLED WATER SIGN NOS�A�E QUICK COUPLER Nos�A�E GATE VALVE NOS�A�E ���M�.,=2�. .��..�..,U ��wM�.,�..w�.�,,..�u,�,��,.�„�.,.���K�..�,,.�,.�...,.r��.�.�...,,�,�.��..���., �axM..=,w,��..�a���,.��..M....�tiw,.�,.�,.�.�.�..,�w,....��.��Wk�,.,�..�...�.,�����.�mro,�,My...�.,��, udnw�.,=,�.,��..,.,�o,.�����..��..��.M.,.,._�,.�,...���,,...�����Wt�....,..<<.�.,,k,�..��„��,��,�y.��w,�.. � GENERAL IRRIGATI4N NpTES TO THE LANDSCAPE CONTRACTOR GENERAL IRRIGATION NOTES ' 1. THE IRRIGATION GONTRACTOR SHALL OBTAIN A COPY OF THE LATEST EDITIQN OF THE"COACHELLA VALLEY WATER 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAUING SHALL BE INSTALLED IN SEPARATE � DISTRICT GENERAL LANDSCAPING GUIDELINES AND IRRIGATION SYSTEM DESIGN CRITERIA". THESE RULES ANI3 SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE {2X}THE DIAMETER OF THE PIPE TO BE REGULATIpNS ARE INCORPORATED iNTO AND MADE A PART OF THE IRRIGATIpN SPECIFICATIQNS,AND THEIR SLEEVED. CONTROL WIRE SLEEVES SHALL BE QF SUFFIGIENT 51ZE FOR THE REQUIRED NUMBER OF WIRES UNDER . PROVISIONS SHALL BE CARRIED pUT BY THE CONTRACTOR. PAVING. 2. ANYTHING C�NTAINED IN THE IRRIGATION SPECIFICATIONS SHALL NOT BE CONSTRUED TO C�NFLICT WITH ANY QF THE 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIaNS�F SMALLER PIPE SIZES SHALL RULES AND REGULATIONS OR REQUIREMENTS�F THE SAME. IRRIGATION SPECIFICATI�NS AND DRAWINGS CALL F�R BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPRQVED. ALL DAMAGED AND REJECTED PIPE SHALL DESCRIBED MATERIALS AND WORKMANSHIP, HOWEVER ALTERNATIVE MATERIAL AND SPECIAL IDENTIFICATION MAY BE BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. � USED WHEN APPROVED. 3. INSTALL ALL PIPING BETWEEN THE p01NT OF CONNECTION AND THE BASKET STRAINER�R THE R.P.BACKFLOW 3. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHOWN WITHIN PAVED AREAS IS FOR DESIGN PREVENTQR AS PER LOCAL CODES. CLARIFICATION ONLY A�D SHALL BE INSTALLED IN PLANTING AREAS ONLY. 4. FINAL LQCATION pF THE AUTOMATIC CONTROLLER AND BASKET STRAINER OR THE R.P. BACKFLQW SHALL BE 4. Dp NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHQWN ON THE DRAWINGS WHEN IT IS OBVIQUS IN TH�FIELD APPROVED BY THE LANDSCAPE ARCHITECT AND IRRIGATION GQNSULTANT PRIOR TQ INSTALLATION. THAT OBSTRUCTiONS,GRADE DIFFERENCES OR DIFFERENGES IN THE AREA DIMENSIONS EXIST. SUCH OBSTRUCTIONS 5. 117 VAC ELECTRICAL PQWER SOURCE AT CONTR�LLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION pR DIFFEREN�ES SHOULD BE NOTIFIED. IN THE EVENT THIS NOTIFICATI�N IS NOT PERFORMED,THE IRRIGATIQN CONTRACTOR SHALL t�AKE THE FINAL CONNECTIpN FROM THE ELECTRICAL SOURCE TO THE C�NTRpLLER.PER LOCAL CONTRACTOR SHALL ASSUME FULL RESPONSIBILffY FOR ANY REVISIONS NECESSARY. ELECTRICAL CODES. 5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW QEMAND 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GFiADE UNLESS�THERWISE SPECIFIED. SHpWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF GONNECTIpN. THE IRRIGATIQN CONTRACTOR SHALL VERIFY 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STfiEETS,WALLS, ETC. ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT 8. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC.,SHOWN WITHIN PAVED AREAS 15 FOR DESIGN PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUGTION,THE IRRIGATION CONTRACTOR CLARIFICATIQN ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. SHALL ASSUME FULL RESPQNSIBILITY FQR ANY REVISIpNS NECESSARY. 9. IT IS THE RESPONSIBILITY QF THE IRRIGATION CONTRACTOR TQ BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, 6. AUTOMATIC CONTROLLERS SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PLANS AND iNSTALLED WHER�SHOWN. LOCATION OF WALLS, RETAINING WALLS, STRU�TURES AND UTIUTIES. THE IRRIGATION CONTRACTOR SHALL REPAIR C�NTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO THE MAINLINE. ELECTRICAL SERVICE T�THE OR REPLACE ALL ITEMS DAMAGED BY THEIR WpRK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR , � CONTRO�LER SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPON5161LITY OF THE IRRIGATION CONTRACTOR TO THE L�CATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS,AND PAVING,ETC. MAKE THE FINAL HO�K-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC GONTROLLER. 10. THE SPRINKLER SYSTEM DE51GN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE PLANS. 7. ALL CONTROLLER WIRE SHALL BE AWG-UF DIRECT BURIAL TYPE,AND ALL SPLICES AND CONNECTIONS SHALL BE MADE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT THE ACTUAL PRESSURE READING � WITH PENTITE CONNECTORS OR APPROVED EQUAL. EACH VALVE ON A CaNTROLLER SHALL HAVE A SEPARATE WIRE AT THE IRRIGATION POINT OF CONNECTION TO THE pWNER'S AUTHpRIZED REPRESENTATIVE PRIOR TO START OF � � COLOR. ALL WIRE SHALL BE INSTALLED WITH TWp FEET�F EXTRA WIRE GOILED AT THE END OF EACH WIRE RUN. WORK. 8. IRRIGATION EQUIPMENT: INCLUDING BACKFLOW PREVENTIC}N DEVIGE,SHALL BE INSTALLED AT THE APPR�XIMATE 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD LOCATION INDICATED ON THE PLAN AND APPRQVED PRIpR TO INSTALLATION. INSTAL�ATION SHALL C�NFORM T�ALL THAT UNKNOWN OBSTRUCTIONS,GRADE DIFFERENCES,OR DIFFERENCES IN THE AREA EXIST THAT ARE NOT SH(}WN CODES, REGULATIONS AND MANUFACTURERS'SPECIFICATIONS. �N THE PLANS. SUCH QBSTRUCTIONS OR DIFFERENCES SHOULD BE BRpUGHT TQ THE ATTENTION OF THE OWNER'S , 9. ALL VALVES{REMpTE C�NTR�L, BAIL VALVE,QUICK COUPLER}SHALL BE INSTALLED IN A PREGAST VALVE BOX WITH AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS N�TIFICATION IS NOT PERF�RMED,THE IRRIGATION CONTRACTOR GREEN LOCKING LID (MANUFACTURED BY BROOKS,CRISTY OR EQUAL}. THE LIDS SHALL BE EMBOSSED WITH 2-INCH SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. HIGH INITIALS DESIGNATING THE CONTENTS OF THE VALVE BOX(I.E., RVC,BV,QCV,ETC.}. 12. ALL SPRINKLER EQUIPMENT NOT DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S 10. ALL MAINLINE, LATERAL LINES AND IRRIGATION WIRE SHALL BE INSTALLED IN SCH 40 PVG PIPE SLEEVING WHERE THEY REC�MMENDATIONS AND SPECIFICATI�NS. � PASS UNDER DIRT ROADS AND PAVED AREAS. MAINLINES AND LATERAL LINES SHALL BE SLEEVED IN SCH 4Q PVC PIPE 13. THE IRRIGATION GONTRACTOR SHALL INSTALL KBI SERIES ANTI DRAIN VALVES ON ALL HEADS IN AREAS WHERE FINISH # TWICE THE DIAMETER OF THE W�RKING LINE. IRRIGATION CONTROL WIRE SHALL 8E SLEEVED IN SCH 40 PVC PIPE 1-INCH GRADE EXCEEDS 4:1, WHERE PQST VALVE SHUT-�FF DRAINING OF THE IRRIGATION SYSTEM OCCURS OR AS DIRECTED DIAMETER PER TEN STRAND DIRECT BURIAL WIRE BY THE OWNER'S AUTHpRIZED REPRESENTATIVE. i 11. IRRIGATIpN CONTFiACTOR SHALL GUARANTEE THE ENITRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN 14. THE CONTRACTOR SHALL PRQVIDE PRESSURE COMPENSATION SCREENS{PCS)AS NEGESSARY TO ELIMINATE WQRKMANSHIP AND MATERIALS BEFORE FINAL AGCEPTANCE. OVERSPRAY ONTO STREETS,WALKS OR pTHER AREAS AS DIRECTED BY THE OWNER'S AUTHQRIZED REPRESENTATIVE ' ' , A. ALL RISERS SHALL BE SCH 80 PVC PIPE. B. ALL PIPE FITTINGS SHALL BE PVC SCH 80, EXCEPT AS NOTED IN DETAILS. C. USE TEFLON TAPE pR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS�N ALL SPRINKLER SWING JOINT VALVES AND ON ALL RISER THREADS. ., • 12. ALL PRESSURE MAINLINES SHALL BE BURIED 24 INCHES DEEP,AND ALL NpN-PRESSURE LATERALS 91NCHES DEEP. � TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE�R EQUIPMENT. IN THE , EVENT OF BACKFILL SETTLEMENT, C�NTRACTpR SHALL PERFORM REQUIRED REPAIRS AT HIS�WN COST. 13. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF HIS WQRK TQ BE COVERED UNTIL IT HAS BEEN INSPECTED, Coachella Valley Water District TESTED AND APPROVED. 14. PRIOR TO BACKFILLING IRRIGATION TRENCHES: ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE Landscape Design Approval TESTED AT 125 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUN�SHALL BE CORRECTED BY REMOVING THE LEAKING p PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE • O T � 15. WHEN THE IRRIGATION SYSTEM IS GOMPLETED,THE CONTRACTOR SHALL PERFQRM A COVERAGE TEST TO ENSURE COMP�ETE AND ADEQUATE COVERAGE OF THE PLANT RO�T AREA. THE CONTRACTOR SHALL FURNISH ALL MATERIALS ANQ PERFORM ALL WpRK REQUIRED TO CORRECT INADEQUACIES OF COVERAGE AT HIS aWN COST. � RE��S�oNs: °°t. BY �°.. °��°� COA CHEL LA VA L L EY WA TER DlS TRIC T � Z_ AH I N GA cwchcu� uu�oa,�u o �.�. . STEVE ROBB/NS ADMINISTRATION BUILDING �"iNrd� WEST PARKING AREA LANDSCAPE/MPROVEA4ENrS • BENCH MARK: BaSIS OF BEARING UNDERGROUND SERVICE ALERT Z. AHINGA lRR1GATlONDETAILS � BENCHMARK:PALM �ESERT B£NCH MARK 5-1. THE BASIS Of BEARINGS FOR THIS SURVE`f � -800-227-2600 °�� E�� � [S Ty� NORTHERLY LUIE OF TFE Nt�iTH CALL USA�SC � POR . OF i HE NE SEC. 'S, r`�, _- __ `` ELEVATION: 178.138' EAST'/�SECTION 15 SNONIN A$ N89'46"25�. Approvad: OROJFCT ra. �s , - FOR UNDERGRDUND LOCATING 2 o�RecToa oF eNc�r,eER�Nc R.C.E. No. 70160 paf� Op��ollont\TroM�\S�Mc„ � �' - _ - - S WORKING DAYS BEFORE YOU DlG oo+.: s�.: ti, ,.. LOCATIONi 97.59'MEST OF THE 1NTERSECTtON 7�1 S�ZO 1 3 AS �1CTED '� � OF CALIfORNIA DRIVE APq TENNESSEE AVENUE.